D
1ST. 12"
DIP
NOTE:
1 PETROLATUM WAX TAPE.
SEE GEN. C.P. NOTE 8
ON SHEET CP-1. --~
3" (TYP)
PIPE AT STA 93+86 (CTS#12
RW) SHOWN. SIMILAR FOR VALVE
FLANGES AT STA 80+20 WAT.
EB
BURIED INSULATING FLANGE
NTS
CTS#6
24" DIP SEE NOTE 1
12" PVC~ I MEDIAN
24" DIP (W)~-
12" FLANGED
CROSS ---------.
NOTE:
I ANODE/
\\
//
"----12" PVC 12" DIP (W)
(50')
1. ANODE/TEST STA INSTALLATION SIMILAR TO DET 1 ON CP-1. ANODE LOCATION CAN BE ADJUSTED TO SUIT. MINIMUM OFFSET FROM DIP IS 5 FEET.
6-WIRE CTS ~,T DUAL INSULATING FLANGE
(POINSETTIA LN AND EL FUERTE ST) NTS
CONCRETE PAD
SEE GEN. CP NOTE ~--- TEST BOX
3E ON CP-1 =~~::-r---i'1'll~~~;'iffl-~--S-EE DET ffi
GRAVEL BASE
SEE GEN CP
NOTE 3D ON CP-1
BRASS TAGS (TYP) ___ ____,,-
2-1/2" PVC REF
CELL ACCESS TUBE
f-t;!-+---TERMINAL BOARD
SEE DETAIL BELOW
1~~~£=:r:~ SLACK LOOPS
12"
t
TO PIPE TO PIPE DYMO LABEL
(PIPE SIZE,
MATERIAL, SERVICE
AND ST A No.) --..._ -c,=:::::;::::::==;==::::;::::::::::=~ 12" DIP FM 32+74
BIG FINK TERMINAL BOARD
SINGLE (5 LEAD)
No. 2
HMWPE
• •
jWEST!elEASTI No. 2 ---------i.
lr0.. lr0.. HMWPE I ) 0 0 1~--1----SOLDER /
e TYPE LUGS / / No 6 HMWPE
(WEST SIDE OF
INSUL. FLG.) ---+---'-1 ~-+---No. 8 HMWPE
(EAST SIDE OF
INSUL. FLG.)
12~ DIP
FM
wt
L BRASS TAGS
(TYP 4 PLS)
NOTE:
•
12~ DIP '!
~ ~B C
TO PIPE
WEST
I
EAST
SEE GENERAL CP NOTE No.3 ON SHEET CP-1.
u
D
4-WIRE CTS AT INSULATING FLANGE
(CTS#12 - RW) NTS
. - .
CAST IRON TRAFFIC COVER
MARKED "CP TEST"
CONCRETE BODY RATED
FOR OCCASIONAL
TRAFFIC CHRISTY GS--
COVER WEIGHT: 1 0 LBS.
BODY WEIGHT: 61 LBS.
14-1/4"
11-1 /8" ----'
g"
CONCRETE TEST BOX
INSULATING SLEEVE
(FULL WIDTH OF MATED
~LANGES - SEE NOTES)
$TEEL NUT -
(2 EA. TYP.)
STEEL WASHER
(BOTH ENDS OF STUD)
INSULATING WASHER
(BOTH ENDS OF STUD)
STEEL THREADED STUD
INSULATING GASKET
NOTE:
NTS
t
12"
11-3/8"
i
EB
SEE DET 5 FOR INSULATING MATERIALS.
IN-VAULT INSULATING FLANGE
NTS
, ----·-.. ·,,. - -
NOTES:
Ii
11 11
II
11 11
'-ff'r------ ANODE LEAD No. 12 AWG
WITH THWN INSULATION (WHITE)
......____ CRIMP CONNECTION
WITH SILVER SOLDER
OR BRAZE
--- CLOTH BAG
-- GALVANIZED STEEL CORE
~- MAGNESIUM INGOT (48 LBS)
_,..----- SPECIAL BACKFILL
MAGNESIUM ANODE
HIGH POTENTIAL
Alloy Composition
Element Weight %
~ .01 Max
Mn 0.05 to 1.3
Zn 0.002 Max
Cu 0.02 Max
Ni 0.001 Max
Fe 0.025 Max
Si 0.002 Max 1. SEE GEN. CP NOTE 4 ON SHEET CP-1
AND TECHNICAL SPECIFICATIONS FOR
ANODE INSTALLATION AND SOAKING
REQUIREMENTS.
Other 0.05 each Max
and 0.3 Total Max
2. DO NOT SUSPEND ANODE BY LEAD
WIRE.
3. MAGNESIUM INGOT SIZE: 6" x 5" x 32"
LONG. WT. 48 LBS. PRE-PACKAGED
WEIGHT 105 LBS.
Mg Balance
SPECIAL BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULFATE
MAGNESIUM ANODE
NTS
CoNsuLTANTS, INc.
1 64.66 Be.rnardo Center Drive
Suite B-275
San Di.ego, CA 92128
(858) 592-0226
ENGINEER OF WORK
dt~ /-lf'-t73
E.A. Decarlo CR 1011 DATE
4 CP-
VALLECJTOS WATER DISTRICT
C.R.'IIIS. 10,1
DATE
REVIEWED BY: WID DWG. NO.
RESTON H. LEWIS, P .E. DATE
R.C.E. 45927, EXP. 12/02 (
INSPECTOR DATE
~I CI'rY oF CARLSBAD 11 sHmsl l-----+---+----------------+--+---+----+-----1 LJ..Q_j. ENGINEERING DEPARTMENT . 3 6 l-----+----1-------------------+--+---+----I------I
1-----+---+----------------+--+---+----+-----1 IJIPROYEMENT PJ;.ANS FOR:
POINSETTIA LANE
AT BRESSI RANCH
CATllO/JlC PROTlfCTittN /JETAII.S
I
APPROVED: 6Y-
l-----+---+----------------+--+---+---I------I foe -..-.,;,e:? 1.,P--~ P.¢ 1----+----+-----------------+--+--+---+---l CITY ENQN«R R.6= EXP. 0~tt~l 1 1----+---+-------------~f----+---+---+----I DWN BY:
DATE INITIAL DATE INITIAL CHKD BY: DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL RVWD BY: --="" PROJECT NO. DRAWING NO.
CT99-03 397- 2K -
I
VWD 0?-004
-
L" ,. ,,
" . ~'
EB
ALUMiNO- THERMIC -
WELD. (TYP) SEE
DETAIL
-- 2 EA. NO. 4 HMWPE
BOND WIRE
GASKET
BELL---
POLYETHYLENE
ENCASEMENT-----
2 EA. NO. 4 HMWPE
BOND WIRES (SEE
NOTE NO. 1)
A
t 16" DIP
DUCTILE IRON PIPE
GASKET-----~
NOTES:
LOCKING SEGMENT
SPIGOT
SECT A-A
A
PLAN
1. BOND WIRES SHALL BE OF MINIMUM LENGTH (8" MAX LENGTH) AND LAID FLUSH AGAINST PIPE AND UNDER P.E. ENCASEMENT.
2. TEST .A.LL WELDS BEFORE BACKFILLING. SEE DETAIL 3 THIS SHEET.
3. GRIND OR FiLE ALL SHARP EDGES OFF WELDS.
4. COAT WELDS PER DETAIL 3 THIS SHEET.
DUCTILE IRON PIPE BONDING
EB
NTS
WAX TAPE -----.
(SEE NOTE 4)
1-No 6 HMWPE
(TYP)
ALU MINO- THERM IC
WELD. SEE LJ'j
(TYP) 6
NOTES:
12" DIP
BUTTERFLY VALVE FLANGE PAIR
1. TWO (2) No. 2 BONDING WIRES REQUIRED ACROSS VALVES AND FLANGES ONE (1) No.6 WIRE REQUIRED FROM PIPE TO VALVE OR COUPLING BODY.
2. BONDING WIRE SHALL BE AS SHORT AS POSSIBLE.
3. ALUMINO- THERM IC WELDS SHALL BE 3" APART MINIMUM. WELDS CAN BE PLACED ON FLANGE EDGE.
4. APPLY WAX TAPE TO ALL BURIED, NON-POLYETHYLENE WRAPPED SURFACES I.E. FLANGES VALVES, COUPLINGS, ETC. SEE SPECIFICATIONS SHEET CP-4.
5. BOLTS SHALL BE INDIVIDUALLY WRAPPED WITH WAX TAPE.
IN-LINE VALVE BOND
NTS
CONSULTANTS, INC.
EB
+
NOTES:
FIRST POLYETHYLENE ENCASEMENT TUBE.
FIX TO PIPE SECTION AT BOTH ENDS
SECOND POLYETHYLENE ENCASEMENT
TUBE (3 FT LONG). OVERLAP OVER
FIRST POLYETHYLENE ENCASEMENT TUBE
AFTER JOINT IS MADE
BOND WIRES SEE EB
1. INSTALL POLYETHYLENE PER AWWA C105-METHOD A.
2. PLACE POLYETHYLENE OVER BOND WIRES.
3. SEE POLYETHYLENE ENCASEMENT NOTES THIS SHEET.
DIP POLYETHYLENE ENCASE~.1ENT
NTS
i
2 ----- 0.01 OHM SHUNT
.____ BRASS SPLiT-BOLTS
(TYP)
FOR TEST STA
MOUNTING
\._L_.._/...---- BRASS TAGS
"12" STL PRS
OUT' (TYP)
SEE LU
~
24"
_L
12'
1 2"
--- -- --
12" STL CML&C
(PRS OUTLET)
PENETRATION INTO
PRS VAULT
~- WARNING TAPE
I I I
! I
1-No.12 WHITE
THWN ANODE LEAD
WIRE TRENCH
BOTTOM
2-No. 8 BLACK
HMWPE PIPE LEADS
ALUMlf'jO-THERMIC
WELD (TYP) ~
SEE DETAIL 6
MAGNESIUM ANODE
SEE DETAIL@
AND NOTE 1 4
CP-
NOTE: ,
'
1. FIELD PLACE ANODE. LATERAL OFFSET FROlvl PIPE TO BE 8' MIN. I KEEP EASEMENT. AVOID PLACEMENT NEAR OTHER BURIED METALLIC UTILITIES.
INSPECTOR TO APPROVE ANODE SITE.
INSIDE
STEP 1 STEP 2 STEP 3 ~- 2" BRONZE CORP STOP
<C!D
FILE SURFACE TO
BRIGHT MIT AL
AND CLEAN
WELD CAP
STEP 4
REMOVE SLAG
FROM CONNECTION SEE NOTE 4
NOTES:
t
I
C3 t
I
I I
STRIP INSULATION
FROM WIRE
HANDLE
GRAPHITE COVER
STARTING POWDER
MET AL POWDER
METAL DISC
GRAPHITE MOLD
CABLE
HOLD WELDER FIRMLY
WITH OPENING AWAY FROM OPERATOR,
IGNITE STARTING POWDER
BITUMINOUS COATING
STEP 5 \ STEP 6
APPLY 2 COATS PRIMER
AND COVER CONNECTION
WITH PRE-FORMED WELD
CAP
COAT WITH A BITUMINOUS
COMPOUND SEE NOTE 3
1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED.
2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM.
3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN
OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN.
2" Cu
NOTES:
~-+-2-1/2"X2" NYLON
INSULATING BUSHING
~f--2-1/2" STL OUTLET
(WELD TO PIPE)
~-+---MORTAR COATING
____...,,,__-PIPE
!~~~:_--MORTAR LINING
--- -~--BRASS SADDLE
DIP
WAX TAPE WRAP
SEE SPECIFICATIONS
ON CP-4 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKE~) OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD.
1. SADDLE SIZE IS 1 /2" GREATER THAN CORP STOP TO ACCOMODATE DIELECTRIC BUSHING.
2. WRAP SADDLE WITH WAX TAPE.
ALUMINO-THERMIC \A.ft.LO DETAIL 3
DIELECTRIC ISOLATION AT 2" OUTLETS
ON DIP (AIR-VAC OR BLOvV-OFF)
NTS
POLYETHYLENE ENCASEMENT NOTES
1. ALL DUCTILE IRON PIPE SHALL BE FULLY ENCASED IN 8 MIL (0.008 INCHES) POLYETHYLENE SHEET MATERI.AL IN ACCORDANCE WITH AWWA C105 METHOD A AS SHOWN. THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED IN A NEAR PERFECT
CONDITION WITHOUT PINHOLES OR TEARS AND SHALL BE FULLY PROTECTED FROM DAMAGE DURING BACKFILLING.
2. CONTINUOUS INSPECTION OF THE POLYETHYLENE ENCASEMENT AND DIP PIPELINE BACKFILLING OPERATIONS BY A VWD INSPECTOR IS REQUIRED. ALL PIPE SECTIONS MUST BE FULLY INSPECTED BEFORE THE PIPE IS BACKFILLED.
NTS
5. PIPE ZONE BACKFILL (PADDING AND SHADING) SHALL HAVE
THE FOLLOWING PARTICLE SIZE DISTRIBUTION:
PARTICLE SIZE
1/4-INCH
NO. 4
NO. 30
NO. 100
NO. 200
PERCENT PASSING BY WEIGHT
100
75-100
12-50
5-20
0-15
6. SAMPLES OF IMPORTED CARRIER-PIPE SUBGRADE BACKFILL
MATERIALS SHALL BE SUBMITTED TO THE DISTRICT FOR
TESTING BEFORE PLACEMENT. THESE SAMPLES WILL BE
4 3. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 3 DAYS IN ADVANCE OF THE INSTALLATION OF PIPE WITH POLYETHYLENE ENCASEMENT. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF WORK PROGRESS AND TO COORDINATE THE WORK WITH THE INSPECTOR'S AVAJLABILITY.
4. ALL DAMAGE TO THE POLYETHYLENE SHEET MATERIAL, AS IDENTIFIED BY THE VWD
INSPECTOR OR OTHERWISE, SHALL BE FULLY REPAIRED IN A MANNER AGREEABLE TO THE INSPECTOR. THE PIPE LAY OPERATION SHALL BE STOPPED AND THE BACKFILL RE-EXCAVATED AS NEEDED IN ORDER TO REPAIR POLYETHYLENE DAMAGE.
TESTED FOR SOIL RESISTIVITY. SATURATED SOIL RESISTIVITIES OF 3,000 OHM-CM OR LESS WILL BE CAUSE FOR REJECTION.
SEE VWD STANDARD DRAWING W-17.
CP-3
ENGINEER OF WORK
u~ld'r:B
E.A. DeCarlo CR 1011 DATE
VALLEClTOS WATER DISTRICT ~ AS BUILT
/0- Lw~ ,-V'<>f'-•
BY: V--u & V 2, (..,!~-. 1---:,R=··=· /.='e>,....l=/.,...--E-XP_._,2_-.... 'Sl~-0=1~~DA~T,.,..E---'I -- ---+ «z__l IEWED BY: VWO DWG. NO.
f"X7 PRESTON H. LEWIS, P.E. DATE
R.C.E. 45927, EXP. 12/02 (j_' .~:£,;j'-_=:'1~:=<0~t,}L_«11(j,
INSPECTOR DATE
~1 CITY OF CARLSBAD II SHEETS I I-----+---+---------------+---+---+----+------< Ll_Qj. ENGINEERING DEPARTMENT . 36 l-----+----+----------------+---+---+----+-----1
1----+---+--------------+---1---+---+----1 IMPJ!IOVEMENT PUNS FOR:
POINSETTIA LANE
AT BRESSI RANCH
CATHODIC PBOTECTION DllTAU.S
I
· 1 APPROVED= a r I
. ,.. 16466 Bernardo Center Drive No.1011 2-WIRt:_ CTS WITH SACRIFICIAL ANODE 6 l-----+---+--------------1--+----+---+-----l .,;,4-"~""6:fi...&;ec«~~d;.,J,;:t,,,r,;.~~:;;1'·~•=--6~e.-"'l.Jfll. __ ;7.,/,D3/.Eol I J ~-',; Suite B-275 °oflRoS'o-'c- NTS l-----+---+---------------+---+----1-----+------< CITY ENGIN«R R.~ EXP. 7 1/(r . • :~~; San Diego, CA 92128 l-----+----+---------------+--+----1-----+------4 DWN BY: PROJECT NO. DRAWING NO. • _fii (858 ) 592 - 0226 ;;:~ 0t::K REVISION DESCRIPTION 0~:::AP:~~~ ~~EAPP~::L '~""'."~~g:!...E.~!..:.::~~~:~~-..1.;:_,....,·:::..T::::....:9::....::::9_.':'.'.0....::J:::___J ]97- 2K • .,· M -, L-----------------------------------+------~-----=======::::::========================================~=============================-l VWD 02-004 •.0306
08 -4i
PART 1 - GENERAL
1 . 1 SCOPE OF WORK
A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS TO INSTALL
CATHODIC PROTECTION (CP) AND CORROSION MONITORING FACILITIES ON THE VALLECITOS WATER DISTRICT (VWD) 12" SEWER FORCE MAIN IN POlNSETTIA LANE AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS.
1.2 SUBMITTALS
THE FOLLOWING INFORMATION SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE GENERAL REQUIREMENTS OF THESE SPECIFICATIONS.
A. CATALOG CUTS (5 COPIES):
1. 48 POUND PRE-PACKAGED STANDARD POTENTIAL MAGNESIUM ANODES
2. AT -GRADE TEST BOXES
3. SHUNTS
4. BRASS SPLIT-BOLTS
5. BRASS WIRE TAGS
6. WIRE AND CABLE
7. WAX TAPE WRAP
8. WELD CAPS
9. WELD COATING
10. INSULATING FLANGE KITS
11. WARNING TAPE
B. AS-BUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL CORROSION FACILITIES. CHANGES FROM DESIGN SHALL BE INDICATED IN RED ON A BLUE LINE COPY OF THE DESIGN DRAWINGS AND SUBMITTED TO THE ENGINEER.
C. QUALIFICATIONS: THE CONTRACTOR SHALL RETAIN A CORROSION ENGINEER TO SUPERVISE CP INSTALLATIONS. THE CORROSION ENGINEER SHALL BE EXPERIENCED WITH PIPELINE
CATHODIC PROTECTION AND EITHER BE A REGISTERED CORROSION ENGINEER IN CALIFORNIA OR A NACE INTERNATIONAL CERTIFIED CATHODIC PROTECTION SPECIALIST.
D. TEST RESULTS:
1. INSULATING FLANGE TESTS
2. CONTINUITY TESTS
3. ANODE TESTING AND CATHODIC PROTECTION PERFORMANCE
1.3 TEST AND INSPECTION
A. INSPECTION: INSPECTION SHALL BE DONE BY THE VWD INSPECTOR. TESTING BY VWD'S CORROSION ENGINEER.
B. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE DAYS IN
ADVANCE OF INSTALLATION OF INSULATORS, ANODES, TEST LEADS, TEST BOXES, CONTINUITY BONDS OR THE APPLICATION ·oF WAX TAPE.
PART 2: MATERIALS
MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF THE HIGHEST QUALITY, THE
STANDARD PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURING OF
SUCH PRODUCTS, AND SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATIONS. ALL MATERIALS AND EQUIPMENT SHALL BEAR EVIDENCE OF NATIONAL STANDARD AGENCY APPROVAL WHEN SUCH STANDARDS EXIST.
2.1 PRE-PACKAGED MAGNESIUM ANODES
A. CAPACITY: HIGH POTENTIAL MAGNESIUM ANODES WITH A THEORETICAL ENERGY CONTENT OF 1000 AMP-HOURS PER POUND AND MINIMUM USEFUL OUTPUT OF 500 AMP-HOURS PER POUND.
B. CHEMICAL COMPOSITION (STANDARD POTENTIAL MAGNESIUM):
ALUMINUM
MANGANESE
ZINC
COPPER
NICKEL
!RON
SILICON
OTHER
0.01 PERCENT (MAX)
0.05 TO 1.3 PERCENT
0.002 PERCENT (MAX)
0.02 PERCENT (MAX)
0.001 PERCENT !MAXl
0.025 PERCENT MAX
0.002 PERCENT MAX
0.005 PERCENT EACH (MAX)
AND 0.3 PERCENT TOTAL (MAX)
MAGNESIUM BALANCE
C. OPEN CIRCUIT POTENTIAL: THE OPEN CIRCUIT POTENTIAL OF ALL ANODES, BURIED IN THE SOIL, SHALL BE BETWEEN 1.60 AND 1.75 VOLTS DC VERSUS A CU\CUS04 REFERENCE.
D. INGOT SIZE AND WEIGHT: 48-POUND MAGNESIUM INGOTS WITH A TRAPEZOIDAL CROSS SECTION .32 INCHES LONG.
E. ANODE CONSTRUCTION: CAST MAGNESIUM WITH A GALVANIZED STEEL CORE ROD. RECESS ONE END FOR CONNECTION. MAKE CONNECTION MECHANICALLY SECURE THEN SILVER BRAZE.
INSULATE THE CONNECTION TO A 600 VOLT RATING WITH EPOXY AND COVERING ALL EXPOSED BARE STEEL CORE OR WIRE WITH HEAT SHRINKABLE TUBING. EXTEND INSULATING TUBING OVER LEAD WIRE INSULATION BY NOT LESS THAN ONE-HALF INCH.
F. ANODE PRE-PACKAGED BACKFILL MATERIAL: COMPLETELY ENCASE AND CENTER ANODES WITHIN A PERMEABLE CLOTH BAG WlTH THE FOLLOWING SPECIAL LOW RESISTIVITY BACKFILL MIX:
GYPSUM 75%
POWDERED BENTONITE 20%
ANHYDROUS SODIUM SULFATE 5%
BACKFILL GRAINS SHALL BE SUCH THAT 1 00% IS CAPABLE OF PASSING THROUGH A SCREEN OF 100 MESH. BACKFILL SHALL BE FIRMLY PACKED AROUND THE CENTERED ANODE INGOT BY AT LEAST TWO INCHES. BACKFILL RESISTIVITY SHALL BE 50 OHM-CM MAX. TOTAL WEIGHT 105 POUNDS.
2.2 AT-GRADE TEST STATIONS
A. TEST BOX: TEST BOXES SHALL BE A ROUND, PRECAST CONCRETE WITH A CAST IRON LID STRONG ENOUGH TO SUPPORT OCCASIONAL VEHICULAR TRAFFIC. THE LID SHALL BE CAST WITH THE LEGEND "CP TEST ". MOUNT FLUSH WITH GRADE. USE CRISTY GS OR EQUAL.
B. TERMINAL BOARDS: USE PLASTIC (LEXAN) BIG F1NK SINGLE (7 LEAD) TERMINAL BOARD AS
SUPPLIED BY COTT MANUFACTURING COMPANY OF GARDENA, CALIFORNIA INSIDE AT-GRADE TEST BOX. ALL TERMINAL BOARD HARDWARE SHALL BE NICKEL OR CADMIUM PLATED BRASS.
TEST LEADS LARGER THAN NO. 6 SHALL TERMINATE UNCONNECTED IN THE TEST BOX.
D. BRASS IDENTIFICATION TAGS: 18 GA., 1 ½-INCH DIA. BRASS TAGS WITH .3/1 6-INCH EDGE HOLE.
E. CONCRETE PAD: ASTM C94 READY-MIX CONCRETE.
2 . .3 WIRE AND CABLE
A. WIRE AND CABLE: SINGLE CONDUCTOR, STRANDED AWG GAUGE COPPER. WIRE SHALL CONFORM TO U.L. STANDARD 83 AND BE SUITABLE FOR DIRECT BURIAL IN CORROSIVE SOIL.
WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION SHALL CONFORMS TO ASTM D1 248 TYPE 1, CLASS C, GRADE 5. THWN INSULATION SHALL CONFORM TO ASTM D2220.
1. TEST WIRES. WIRE SIZES AS SHOWN WITH BLACK HMWPE INSULATION.
2. ANODE LEAD WIRES. NO. 12 AWG WIRE WITH WHITE THWN INSULATION. .3. BOND WIRES. NO. 2, 4 OR 6 BLACK HMWPE INSULATION.
2.4 COATING FOR BURIED, NON-MORTAR COATED FITTINGS
A. WAX TAPE COATING: ALL BURIED NON-POLYETHYLENE WRAPPED FITTINGS AND APPURTENANCES SUCH AS VALVES, FLANGES, INSULATING FLANGES, COUPLINGS, ETC. SHALL BE COATED WITH A WAX TAPE PRIMER .A.ND WRAP PER AWWA C217 AND THIS SPECIFICATION.
B. PRIMER: PRIME EXPOSED NON-MORTAR COATED SURFACES WITH A BLEND OF
PETROLATUM, PLASTICIZER, INERT FILLER, AND CORROSION INHIBITOR WITH A PASTE-LIKE CONSISTENCY.
C. T.A.PE WRAP: WRAP PRIMED SURFACES WITH SYNTHETIC FELT TAPE SATURATED WITH A BLEND OF PETROLATUM, PLASTICIZERS, AND CORROSION INHIBITORS. A COMPATIBLE PETROLATUM FILLER SHOULD BE USED TO SMOOTH OVER IRREGULAR SURFACES.
D. OUTER COVERING: WRAP PRIMED AND WAX-TAPED SURFACES SHALL BE WRAPPED WITH A PLASTIC TAPE COVERING CONSISTING OF THREE (3) LAYERS OF 1.5 MIL, POLYVINYLIDENE CHLORIDE (PVC) OR METALLOCENE RESIN, HIGH CLING MEMBRANES WOUND TOGETHER.
2.5 ALUMlNO-THERMIC WELD KITS
A. WELD PROCESS: CABLE- TO-METAL CONNECTIONS SHALL BE MADE BY THE
ALUMINO- THERMIC WELDING PROCESS USING WELD CHARGES, ALLOY AND MOLD SIZE AS SPECIFIED BY THE MANUFACTURER OF THE WELD KIT.
B. WELD CAPS: SEAL ALL ALUMINO-THERMIC WELDS WITH A PRE-FABRICATED PLASTIC CAP FILLED WITH FORMABLE MASTIC ON A BASE OF ELASTOMERIC TAPE. USE ROYSTON HANDY CAP 2 OR EQUIVALENT. PRIME COAT SURFACE WITH ROYSTON ROYBOND PRIMER.
C. WELD COATING: COAT ALL ALUMINO-THERMIC WELDS AND WELD CAPS WITH A
COLD-APPLIED FAST-DRYING MASTIC CONSISTING OF BITUMINOUS RESIN SUCH AS CARBOLINE BIT 50, TNEMEC 40-H-41.3 OR 3M SCOTCH CLAD 244. THE MIN COATING THICKNESS SHALL BE 0.025 INCH.
PART 3: EXECUTION
ALL WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONNEL. WORK NOT SPECIFICALLY DESCRIBED HEREIN SH.ALL CONFORM TO NACE RP0169-96. .3.1 PREPACKAGED MAGNESIUM ANODES
A. INSPECTION: INSPECT ALL LEAD WIRES FOR INTEGRITY AND DAMAGE. ANODE LEAD
WIRE-TO-ANODE CONNECTION FAILURES SHALL REQUIRE REPLACEMENT OF THE COMPLETE ANODE.
B. PRE-PACKAGED ANODE INSPECTION: INSPECT TO ENSURE THAT THE BACKFILL MATERIAL
COMPLETELY SURROUNDS THE ANODE AND THE CLOTH BAG IS INTACT C. LOCATION: PLACE IN AUGURED HOLES BEHIND CURB AND SIDEWALK IN LANDSCAPED PLANTING STRIP. ANODE STATIONING CAN BE ADJUSTED. ENGINEER TO APPROVE ALL ADJUSTMENTS OVER 1 0 FEET.
D. HANDLING: NEVER LIFT ANODE BY THE LEAD WIRE. ALL ANODES SHALL BE LOWERED INTO THE HOLE USING A SLING OR A ROPE.
E. ANODE DEPTH: ANODES HOLES SHALL BE 12 FEET DEEP.
F. SOAKING REQUIREMENTS: SOAK PREPACKAGED ANODES IN WATER FOR 30 MINUTES BEFORE PLACING IN HOLE. POUR 15 GALLONS OF WATER IN HOLE TO COMPLETELY COVER ANODE. SOAK FOR .30 MINUTES. BACKFILL WITH NATIVE, ROCK-FREE (1/2-INCH MAXIMUM ROCK SIZE) SOIL TO COVER TOP OF ANODE. ADD 5 TO 10 GALLONS OF WATER. ALLOW TO SOAK FOR 15 MINUTES.
G. ANODE HOLE BACKFILL: AFTER SOAKING BACKFILL ANODES WITH NATIVE TRENCH SPOIL (NOT SAND) WITH ALL STONES OVER 1-INCH DIAMETER REMOVED. BACKFILL IN 18-INCH LIFTS AND COMPACT. NO VOIDS SHALL EXIST AROUND THE ANODE BAGS. .3.2 AT -GRADE TEST STATIONS
A. LOCATION: AT-GRADE CORROSION MONITORING TEST BOXES SHALL BE PLACED JUST BEHIND THE CURB AS SHOWN.
B. LEACH FIELD: PLACE BOX IN GRAVEL LEACH FIELD 12" DEEP AS SHOWN.
C. REFERENCE CELL ACCESS: PVC TUBE FRO REFERENCE CELL ACCESS SHALL PENETRATE GRAVEL AND TERMINATE IN SOIL. FILL WITH SOIL.
D. TEST LEAD ATTACHMENT: ATTACH TEST LEADS TO THE PIPE USING THE ALUMINO-THERMIC WELD PROCESS AS DESCRIBED BELOW. PLACE 18-INCH DIAMETER SLACK WIRE AT EACH WELD.
E. TEST LEAD INSTALLATION: TRENCH WIRE AT A MINIMUM DEPTH OF 24 INCHES. ALL TEST LEADS SHALL TERMINATE IN A TEST BOX WITH 18-INCHES OF SLACK WIRE IN THE BOX.
F. BRASS TA.GS: SECURELY ATTACH TO THE TEST LEADS WITH UN-INSULATED NO. 14 COPPER WIRE. DIE-STAMP WITH 1/4-INCH HIGH CHARACTERS. LEGEND AS SHOWN.
G. ANODE CONNECTION: CONNECT TO FINK SHUNT AS SHOWN. LEAVE PIPE LEAD DISCONNECTED FOR CONNECTING BY CORROSION ENGINEER AT ACTIVATION.
H. CONCRETE PAD: PLACE A 26 INCHES SQUARE BY 4 INCHES DEEP, REINFORCED (NO. 4 REBAR) CONCRETE PAD AROUND EACH AT-GRADE TEST STATION IN UNPAVED AREAS. .3.3 WIRE AND CABLE
A. TEST LEAD TRENCHING AND BACKFILLING: THE BOTTOM OF THE TRENCH SHALL BE .3 INCHES OF SAND OR STONE-FREE EARTH. COVER TEST LEADS WITH 6-INCH LAYER OF STONE-FREE EARTH AND TAMP. USE TRENCH SPOIL FOR REMAINDER OF BACKFILL UNLESS DIRECTED OTHERWISE. FINAL SOIL COMPACTION SHALL BE AS SPECIFIED ELSEWHERE. DO NOT STRETCH, KINK OR CUT THE CONDUCTOR. DO NOT PLACE ROOTS, WOOD SCRAPS, ORGANIC MATTER IN THE BACKFILL.
B. DAMAGED WIRE: DAMAGED WIRE SHALL BE REJECTED AND REPLACED COMPLETELY AT THE CONTRACTOR'S EXPENSE. ALL REJECTED WIRE SHALL BE REMOVED FROM THE JOB SITE AT THE CLOSE OF EACH WORKDAY.
C. SPLICING: NO WIRE SPLICES ARE ALLOWED.
3.4 WAX TAPE COATING
ALL BURIED PIPE, PIPE FITTINGS AND APPURTENANCES SUCH AS TAPPING SADDLES,
BLOW-OFF AND AIR-VAC CONNECTIONS, VALVES, FLANGES, INSULATING FLANGES, COUPLINGS
AND ADAPTERS (EXCEPT CASINGS) THAT ARE ON THE DIP SEWER MAIN AND NOT POLYETHYLENE WRAPPED SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND THESE SPECIFICATIONS.
A. SURFACE PREPARATION: SURFACE SHALL BE CLEAN AND FREE OF ALL MOISTURE, DIRT, MILL SCALE, COAL TAR, OIL, GREASE OR ANY FOREIGN SUBSTANCE. CLE.AN OIL OR GREASE WITH SUITABLE SOLVENT. THE SURFACE SHALL BE DRY PRIOR TO THE APPLICATION OF THE COATING.
B. PRIMER: APPLY PRIMER BY BRUSH, HAND, GLOVE OR ROLLER. A THIN COATING OF PRIMER SHALL BE APPLIED TO ALL SURFACES AND WORKED INTO ALL CREVICES. THE PRIMER
SHALL BE APPLIED GENEROUSLY AROUND THREADED BOLTS AND NUTS, COUPLING TIE RODS,
FLANGES, FOLLOWERS, AND OTHER IRREGULAR SURFACES AND SHALL COMPLETELY COVER ALL EXPOSED SURFACES AND Fill ALL VOIDS. OVERLAP PIPE COATING BY A MINIMUM OF 3 INCHES.
C. WAX TAPE: APPLY PETROLATUM WAX-TAPE IMMEDIATELY AFTER PRIMER. SHORT LENGTHS
OF TAPE SHALL BE CUT AND CAREFULLY MOLDED AROUND EACH INDIVIDUAL BOLT, NUT, TIE-ROD AND STUD-ENDS. INDIVIDUALLY WRAP ALL ODD SURFACES. COMPLETELY COVER WITH TAPE. TIE RODS SHALL BE INDIVIDUALLY SPIRAL WRAPPED. COVER ALL BOLTS AND
IRREGULAR SURFACES WITH SHORT SECTIONS OF TAPE THEN CLRCUMFERENTIALLY WRAP TAPE
OVER THE FLANGE, VALVE OR FITTING WITH SUFFICIENT TENSION AND PRESSURE TO PROVIDE CONTINUOUS ADHESION WITHOUT STRETCHING THE TAPE. THE TAPE SHALL BE FORMED BY HAND INTO ALL VOIDS AND SPACES. THERE SHALL BE NO GAPS OR AIR SPACES UNDER THE TAPE. THE BARREL OF COUPLINGS SHALL BE WRAPPED UNDER THE TIE RODS. THE TAPE SH.A.LL BE APPLIED WITH AT LEAST A 55% OVERLAP. THE WAX TAPE SYSTEM SHALL HAVE A MINIMUM THICKNESS OF 50 MILS OVER SMOOTH SURFACES AND 1 00 MlLS OVER SHARP PROJECTIONS SUCH AS BOLTS AND NUTS.
D. OUTER COVERING: APPLY CLEAR PLASTIC OUTER COVERING BY HAND SUCH THAT THE MATERIAL CONFORMS AND ADHERES TO THE WAX TAPE SURFACE. COUPLING TIE RODS SHALL BE INDIVIDUALLY WRAPPED. APPLY TWO LAYERS OF PLASTIC OUTER WRAP.
3.5 CONTINUITY BONDING
A. MECHANICAL JOINTS: ALL BURIED DIP JOINTS AND ALL MECHANICAL JOINTS (I.E., FLANGES,
VALVES, COUPLINGS EXPANSION JOINTS) THAT ARE NOT SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHALL BE BONDED WITH BOND WIRES AS INDICATED IN THE DRAWINGS.
B. BOND WIRE: MAKE SHORT AS POSSIBLE. CAN WELD TO FLANGE EDGE OR PIPE.
3.6 WIRE TO PIPE CONNECTIONS
A. WELDS: ALL COPPER WIRE-TO-PIPE CONNECTIONS SHALL BE ALUMINO-THERMIC WELDS.
B. PREPARATION OF WIRE AND CABLE: USE A WIRE CUTTER. DO NOT DEFORM CABLE.
CLEAN OILY OR GREASY CABLE WITH A RAPID-DRYING SOLVENT. REMOVE INSULATION FROM THE CABLE.
C. PREPARATION OF METAL: CLEAN DIRT, GRIME, AND GREASE FROM THE METAL IN A 5-INCH DIA. AREA. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE WELD AREA MUST BE ABSOLUTELY DRY.
D. WIRE POSITION: THE WIRE IS TO BE HELD AT A 30-DEGREE ANGLIE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD.
E. TESTING OF ALL COMPLETED WELDS: AS SOON ,A.S THE WELD HAS COOLED, THE WELD SHALL BE TESTED BY THE CONTRACTOR AS DESCRIBED BELOW.
F. COATING OF ALL COMPLETED WELDS: APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD. APPLY A BITUMINOUS COATING OVER THE WELD CAP AND TO ALL EXPOSED AREAS.
PART 4 - TESTING ANO INSPECTION
4.1 TEST LEADS AND BOND WIRES
A. RESPONSIBILl1Y: THE CONTRACTOR SHALL TEST ALL LEADS AND BOND WIRE WELDS.
B. TEST METHOD: TEST WELD FOR STRENGTH BY STRIKING A SHARP BLOW WITH A TWO-POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. WELDS FAILING THIS TEST SHALL BE RE-WELDED AND RE- TESTED. W1RE WELDS SHALL BE SPOT TESTED BY THE ENGINEER OR INSPECTOR.
C. ACCEPTANCE: WELDS NOT LOOSENED OR BROKEN BY THE HAMMER TEST CAN BE COATED AND BACKFILLED. THE RESISTANCE BETWEEN EACH PAIR OF TEST LEADS SHALL NOT EXCEED 150% OF THE PUBLISHED WiRE RESISTANCE. ULTIMATE BOND WIRE ACCEPTANCE SHALL BE DETERMINED BY CONTINUITY TESTS.
4.2 TEST LEAD TRENCHING AND BACKFILL
A. RESPONSIBlLITY: THE DEPTH, TRENCH BOTTOM PADDING, AND BACKFILL MATERIAL SHALL BE INSPECTED BY THE INSPECTOR AT HIS DISCRETION PRIOR TO BACKFILLING.
B. METHOD: VISUAL INSPECTION.
C. ACCEPTANCE: CONFORMANCE WITH THESE SPECIFICATIONS.
4 . .3 CONTINUITY TESTING
A. RESPONSIBILITY: THE VWD CORROSION ENGINEER SHALL TEST THE FULL LENGTH OF THE P.IPE FOR CONTINUITY.
B. TEST METHOD: USE THE DIRECT RESISTANCE METHOD. THE DIRECT RESISTANCE METHOD
CONSISTS OF MEASURING THE LINEAR RESISTANCE OF INDIVIDUAL PIPE SECTIONS BETWEEN TWO ADJOINING TEST STATIONS (2-WIRE MINIMUM) AND COMPARING WITH THEORETICAL RESISTANCE.
C. ACCEPTANCE: ACCEPTABLE CONTINUITY IS WHEN THE ACTUAL RESISTANCE MEASURED, AS DESCRIBED ABOVE, IS EQUAL TO OR LESS THAN 130% OF THE THEORETICAL PIPE SECTION RESISTANCE. IF THE ACTUAL RESISTANCE IS GREATER THAN 130% THE CONTRACTOR SHALL,
AT HIS OWN EXPENSE, LOCATE THE OPEN OR HIGH RESISTANCE JOINTS, MAKE ALL NECESSARY REPAIRS, AND RETEST UNTIL CRITERION !S MET.
4.4 ANODES AND CATHODIC PROTECTION PERFORMANCE
A. RESPONSIBILITY: THE CONTRACTOR MUST PROV1DE THE PROPER RATED POTENTIAL ANODE, ..
SUFFICIENT ANODE LEAD WIRE LENGTH AND THE PROPER ANODE HOLE DEPTH. THE VWD
CORROSION ENGINEER SHALL TEST EACH INSTALLED ANODE FOR WIRE CONNECTION INTEGRITY . AND FOR OPEN-CIRCUIT POTENTIAL.
B. CATHODIC PROTECTION PERFORMANCE TEST METHOD: THE PERFORMANCE OF THE CATHODIC PROTECTION SYSTEM WILL BE TESTED BY THE VWD CORROSION ENGINEER. THE TESTING SHALL INCLUDE: MEASUREMENT OF ALL OPEN-CIRCUIT ANODE POTENTIALS; PIPE- TO-SOIL POTENTIALS
AT EACH TEST STATION AND OTHER LOCATIONS AS NECESSARY BEFORE THE ANODES ARE CONNECTED; INITIAL ANODE CURRENTS AFTER CONNECTING ANODE LEADS TO THE PIPE LEADS;
AND THE PIPE-TO-SOIL POTENTIAL AT EACH PREVIOUSLY TESTED SITE WITH ALL ANODES CONNECTED. PRE- AND POST CATHODIC PROTECTION POTENTIALS AT MIDPOINTS BETWEEN ANODE BEDS ARE REQUIRED TO VERIFY THAT THE PIPELINE IS FULLY PROTECTED. ADEQUATE PROTECTION SHALL BE AS DEFINED IN NACE RP0169.
C. FIELD REPORT: ALL SYSTEM DEFICIENCIES SHALL RE DESCRIBED IN ONE OR MORE FIELD TEST REPORTS BY THE CORROSION ENGINEER.
D. ACCEPTANCE: THE SYSTEM WILL BE ACCEPTED IF ALL ANODES, TEST STATIONS, AND SUPPORTING FACILITIES ARE INSTALLED AND WORKING PROPERLY.
4.5 WAX TAPE COATING
A. RESPONSIBILITY: WAX TAPE APPLICATIONS SHALL BE INSPECTED BY THE INSPECTOR.
B. TEST METHOD: EACH TAPE WRAPPED COMPONENT SHA.LL BE VISUALLY INSPECTED.
BACKFILLING SHALL NOT BE DONE UNTIL THIS INSPECTION IS COMPLETE AND THE TAPE WRAP APPLICAFION IS APPROVED BY THE INSPECTOR.
C. ACCEPTANCE: CONFORMANCE WITH THIS SPECIFICATION.
4.6 COMPLIANCE WITH SPECIFICATIONS
A. DEFICIENCIES: ANY DEFICIENCIES OR OMISSIONS IN MATERIALS OR WORKMANSHIP FOUND BY THESE TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE.
ENGINEER OF WORK
~fk4 /-1'/-tJ:3
E.t" DeCcrrlo CR 1011 DATE
VALLECJTOS WATER DISTRICT
CP-4
"AS BUILT"
cWIM:
EXP {2•SJ•O 1- DATE
REVIEWED BY: VWD DWG. NO.
PRESTON H. LEWIS, P.E.
~1 R.C.E. 45927, EXP, 12/02
DATE 1 -✓.;.:' I? () ,,-,, ,,, I. ,
INSPECTOR DATE .
r@ll CITY OF CARLSBAD 11 SHEEJSI
1-----+----+--------------+--+----+----+-----, Ll.LJ. ENGINEERING DEPARTMENT _ 3 6 1------1---+-----------------+----+---+---+------l
IMPROVEMENT PLANS FOR:
POINSETTIA LANE ~l'-ofESS101i1
. ~ ~
0 ~'i.. A- D£:c 1,, AT BRESSI RANCH
CATHOBIC PROTECTION SPECIFICATIONS
C. SHUNTS: 0.01 OHM RATED AT 6 AMPS, ACCURATE TO 1 %. USE FINK BOARD SHUNTS. 1 - CONSULTA.."ll{TS, INC. !:j !?<,;; f~ i LEAVE PIPE LEAD DISCONNECTED FROM SHUNT UNTIL SYSTEM ACTIVATION BY DISTRICT 13 "' """·12/ 31/0> 0 "' I APPROVED: dY I ·"" "'· 00"~"11 + ·"' I l----+-----1----------------1----+---+---+-----t _d,, ~~ !.AY,~,-·-i ,on ,?,bD~E.,,.3 -£~~- CORROSION ENGINEER. 164.6•6 Bernardo Center Drive Ii ·~ - -- ,---- s·.u·,te B-275 1---+-----1----------------1----+--+---t-----l 1..cC:::ITY:::=::EN:::G:::IN:::.~R:=:::;R~.=· :::· ~~~E::X~P:::. ==~~;::=;;':::;;::; •• 0 u'r //110s\ 0 ,;i,,"' re
I
I
-~ ~: , San Diego, CA 92128 -1rr::----::o'<' OWN BY: c-=:jG~P~Mrr:!L PROJECT NO. DRAWING NO. _: -~· (858) 592 _ 0226 OFcM--'' DATE INITIAL DATE INITIAL DATE INITIAL cRVWHK.oD 8aYy_==.- "'CT99-Q3 397- 2K _ " - . ' REVISION DESCRlPTION ~ ... I "· '---------------------------------------------------------------------------------------------E-NG-IN-E-ER_Of_wo_RK _________________ oT_H_E_R_A_PP_R_o_vA_L_c_11Y_AP_PR_o_vA_L _____________________ _, VWD 02-004
081!
Landscape Construction Drawings For:
Poinsettia Lane Medians -lW
at Bressi Ranch
Prepared for:
Lennar Communities
GENERAL NOTES
1. All work shall conform to City standards and these plans.
In case of conflict, these plans shall prevail.
2. Notes are directed to the work of the contractor unless otherwise noted on the plans.
3. Work not intended to be under contractor's contract:
A N.I.C. - Not in Contract
B. By others
C. Existing
4. Contractor shall verify with Landscape Architect prior to the start of work, that plans are current and approved.
5. These plans are based on improvement plans by
Kimley-Horn & Associates. Civil information contained
within these plans is for reference only.
6. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or taxes required
to install the work on these plans.
7. Contractor shall submit a schedule of work, to be
approved by the owner i:ihd Landscape Architect, prior to beginning the pro;ect. The work shall be in accordance
with said schedule.
8. The contractor shall be responsible for coordinating his work with other trades.
9. Contractor shall notify the owner and Landscape
Architect in writing of any discrepancies in existing
conditions or within the plans prior to beginning the work.
10. It is the responsibility of the contractor to familiarize himself with all grade differences, location of walls and above and below ground utilities. The contractor shall
repair or replace all items damaged by his work.
11 . The contractor shall notify the Landscape Architect prior to beginning work and shall be responsible for ,
coordinating with the general contractor, Landscape
Architect and City or County.
12.AII material shall be new unless otherwise specified.
13. The contractor shall immediately upon being awarded the contract, make any arrangements necessary to
insure that all materials and supplies will be available when needed for this pro;ect.
14.Additions and/or decisions of material and/or labor
shall be mode at unit prices established with the
contractor prior to beginning the work.
15. Determination of "equal" substitutions shall be made only by the owner and/or Landscape Architect.
J 6. The Landscape Architect shall be notified no less than 48 hours in advance of any inspections or meetings.
17. Contractor shall be bockcharged for Landscape
Architect's time when inspections are called for and it is found that the work is not significantly ready upon
inspection or the appointment is not kept.
Construdion Note:
I P-2~ ... ~~
///////
P-2-,Poi nsettia=
CITY OF OCEANSIDE
PACIFIC
OCEAN
7s
AVE
CITY OF ENCINITAS
PROJECT
SITE
CITY OF VISTA
Refer to Sheet PP-1 for all Proposed median concrete specifications. rn
Note:
Refer to Sheet IL-1 For Hydraulic Calculations & Irrigation Legend Refer to Sheets PP-1 to PP-4 For Planting Legend
INDEX TO DRAWINGS
Sheet Sheet Sheet
No. Reference Title
18. TS-1 Title Sheet
19. TS-2 Title Sheet
20. IP-1 Irrigation Plan OWNER/CONSULTANT 21. JP-2 Irrigation Plan
22. IP-3 Irrigation Plan Owner:
23. IP-4 Irrigation Plan Lennar Communities
24. JL-1 Irrigation Legend and Notes 5780 Fleet Street
Ca.rlsbad, 0\. 92008
25. /D-1 Irrigation Details Phone: 760-918-8858
26. 15-1 Irrigation Specifications Contact: Kristine Zortman
27. 15-2 Irrigation Specifications Civil Engineer:
28. PP-1 Planting Plan Kim/ey~Horn & Associates
29. PP-2 Planting Plan 517 Forest Avenue, Suite 301
San Deigo, 0\. 92101
30. PP-3 Planting Plan Phone: 619-744-0147
31. PP-4 Planting Plan Contad: Jennifer Johnson
32. PD-1 Planting Details Landscape.Architects:
33. PS-1 Planting Specifications The Co/1aborative West Inc.
34. PS-2 Planting Specifications 7 00 Avenida Miramar
35. Per Eng. Drawings RCW Pressure Reducing Details San Clemente, CA. 92672 Phone.: 949-366-6624
36. Per Eng. Drawings RCW Pressure Reducing Details Contact: Faye Mi/fer
VICINITY MAP
NOTTO SCALE
Irrigation Consultant:
Lanascape Irrigation Consulting
33282 Golden Lantern Street, Suite 201
Dana Point, 0\. 92629
Phone: 949-661-0905
Contod: Frank Simon
;:;j
tNGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY
APPROVED
ENGINEERING PLAN CHECKER DA TE
[ANE
(FUTURE)
PROJECT MAP rn
NOTTO SCALE
KEYMAP
NOTTO SCALE
I hereby declare that I am the licensed designer of work for this pro;ect, that I have exercised responsible charge over the design of the pro;ect as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards.
I understand that the check of pro;ect drowinfJS and specifications by the City of Carlsbad is confined to review only and does not relieve . me, as the licensed designer of work, of my responsibilities for pro;ect design.
TS-1
These plans have been prepared in substantial confidence with the approved Landscape Concept Plan, Water ConseNation Plan, Fire Protection Plan, and all conditions of approval relating to landscaping.
By: ;P/f"U:~,rf/¥f~A( · / kDa~:/4? TheCollaborative West Preparer
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
INSPECTOR
VW.D. DWG. NO.
"AS BUIL T11
r,/qbl'
DATE
l---+--+--------------j~-+--+--+-----1 ~ CIIN!JNE?!NG ~~~~M~]AD w IMPROVEMENT PlANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI IIANCH
(From Station 68.0 Through 93+67)
I
APPROVED$Y I
1---+--+---------------1--+---11---1---1 A ,; *~ k¾ - c· ii EPA ::2,d.:1.l03 l----+--+---------------l----l-----<t----1------1 pTY ENGI.ffEER ;J DAfE .
I--Dcc:;Ac;;TEc-i-c:-1N""IT,.,.IAL,-t------------------+--+---+---l----l ===o=w==N=B==Y=: ~FM==.,=:::RS::;;:N:::::::;-;:::===P=R=O=JE=c=T=N=o=. ==-:::o=R=A=W=IN=G=N=o=.
DATE INITIAL DATE INITIAL CHKD BY: ~
ENGINEER oF woRK REVISION DESCRIPTION ornrn APPROVAL cnY APPROVAL RVwD BY, , ......_ CT99-03 397-2K , _____________________________________________________________________ ;;;;;;;;;;;;;;;,..;;;.;;;;;;;;;;;;;;;;;;;;;~~;;;-;;;_;;;_;;;_;;;_;;_;;~;;;;;;;;;;;;;;;;;;;:J! V.W.D. 02-004 1£N05-A
GENERAL NOTES
RECYCLED WATER NOTES
"
1. All work mud be done in accordance with the Carlsbad Municipal Water District's "Carlsbad Redaimation Rules
and Regulations for Construdion of Recycled Water
Mains" dated October 1993.
2. Drinking fountains shall be proteded from spray of
recycled water. Best management pradices shall be used
to minimize recycled water encroachment on public
facilities such as picnic tab/es, barbecues, playgrounds, sand tot lots, etc.
3. Best management pradices shall be used to eliminae
or control to the best extent possible ponding, run-off, overspray, and misting.
4. Hose bibs are strictly prohibited.
5. On-site cross-connections between recycled water lines and potable water lines is stridly prohibited.
6. No substitution of pipe materials will be allowed
without prior approval of the City of Carlsbad Municipal Water District.
7. All on-site pipes shall have warning tape per Carlabad Municipal Water Distrid Rules and Regulations.
8. The irrigation system shall run between the hours of 10:00 p.m. and 6:00 a.m. the following morning (spot
irrigation could be done at a different time with qualified supervision personnel on site).
9. Provide a minimum of at least 18 inches of cover over wiring and piping.
10. Non-designated use areas shall be protected from
contad with recycled water, whether by windbliown spray or by dired application through irrigation or other use.
Lack of protection, whether by design, construction
practice, or systems operation, is strictly prohibited.
11. Irrigation heads shall be relocated or adiusted to
prevent over-spraynig on sidewalks, streets, and
non-designated use areas.
12. Recycled water quick coupling valves shall be of a
type designed for the use on recycled water distribution systems (spikes not interchangeable with potable water
quick coupler spikes per Carlsbad Municipal Water
District's rules and regulations).
13. Meters shall be sized by the City of Carlsbad ·
Municipal Water District.
14. All irrigation pipes must be stenciled with the warning "non-potable or recycled water," color-coded (purple),
and laid with warning tape and stenciling oriented toward the top of the trench per the Carlsbad Municipal Water
District's rules and regulations.
15. All potable water and recycled water piping shall be .. installed with the stenciling oriented toward the top of the trench.
16. When a potable water line and recycled water line
cross, the recycled water line shall be installed within a protective sleeve. The sleeve shall extend 10 feet from each side, from the center line of the potable line, for a total of 20 feet.
17. A 10 foot horizontal separation between potable
water and recycled water mains must be maintained at all times. The potable lines must be installed above the
recycled lines.
18. A mimimum of 12 inches of vertical separation
between utilities must be maini'ained at all times.
19. * Developer/contrador shall conduct a
cross-connection test and coverage test as directed by the Carlsbad Municipal Water Distrid Engineer or the San
Diego County
Department of Environmental Health prior to any use of
reclaimed water.
20. Quich coupling valves used in recycled water systems shall conform to the following:
A. Recycled water - quick coupling valves used in
recycled systems shall have acme type threads and purple colored locking covers permanently attached to the valve.
Quick coupling valves shall be Nelson No. 7645, Hunter
No. HV1 00A-RL-NP or approved equal. (Spikes shall not
be interchangeable with potable water quick coupler
spikes).
21. The required cross-connection inspection shall be
done by either the Carlsbad M1Jnicipal Water District
and/or the the San Diego County Department of
Environemntal Health. Copies of the inspection reports
will be forwarded to the non-inspeding party.
22. * Develc;,per shall show the location of R. C. signs "Do Not Drink" §n these plans.
23. * An onf?ite user/supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protection, and the specific
requirements for a reycled water system. Copies of the
designation, with contad phone numbers, shall be
provided to the San Diego County Depmtment of
Environmental Health and Carlsbad Municipal Water
Distrid. In case of emergency contact:
Maintenance Supervisor Larry True at (7 60) 438-6661
or after hours contact
Maintenance Supervisor Larry True at (760) 438-6661
24. Show all public and private potable water mains on
improvement plans.
*Items 8, 19, and 23 shall be required iust prior to the actual use of recycled water. *Item 22 (signage) shall be a part of this I.P. but the actual signs and tags will be installed iust prior to the adual use of recycled water.
25. On recycled water systems, all appurtenances
(sprinkler heads, valve boxes, etc.) shall be color-coded purple per AWWA guidelines and section 116815 of the
California Health and Safety Code.
26. There shall be a physical separation between
adiacent areas irrigated with recycled water and potable water . Separation shall be provided by coincrete strips, chain link fences, or other means as approved by the
Water District and D.E.H.
SIGNAGE NOTES
The following guidelines for the use of recycled water are to be permanently posted inside the door of each
controller where they are easily visible. Place on 8 1 /2' x 11" sized sign. Color: purple backgrouind with black
lettering.
I. Guidelines for recycled water use
1. Irrigate between the hours of 10:00 p.m. and 6:00
a.m. only. Watering outside the time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use
outside the normal schedule.
2. Irrigate in a manner that will minimize run-off,
pooling, and ponding.
The application rote shall not exceed the. infiltration rate of the soi/. Timers must be ad;usted so as to be
compatible with the lowest soil infiltration rate present.
This procedure may be facilitated by the by the efficient scheduling of the automatic control clocks (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soi/ absorption.
3. Adiust spray heads to eliminate overs[ray onto areas not under the control of the customer. For example, pool decks, private patios and lots, and streets and sidewalks.
4. Monitor and maintain the system to minimize
equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc. should be repaired as soon as they become apparent.
5. Educate all maintenance personnel on a continuous
basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high
turnover rate of employees in the landscape industry, it is important this imformation be disseminated on an almost doily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your
employees.
6. Obtain prior approval of all proposed change and
modifications to any private on-site facilities. Such
changes must be submitted to, and approved by, the
District Engineering Office and designed in accordance
with all District standards.
7. All recycled water sprinkler control valves shall be tagged wiwth identification tags.
A Tags shall be weatherproof plastic 3" x 4," purple
in color, with the words "Warning Reclaimed Water - Do
Not Drink'' imprinted on one side, and "No Tome El Agua" on the other side. Imprinting shall be permanent and
black in color, use tag as manufactured by T. Christy
Enterprises or approved equal.
RECYCLED WATER SYSTEM (PRIVATE)
POINSETTIA LANE EDIANS AT BRESSI RANCH
Carlsbad, California
=
=
----
B. One tag sail be attached to each valve as follows.
1. Attach to valve stem directly or with plastic
tie-wrap or
2. Attach to solenoid wire directly or with plastic
tie-wrap or
3. Attach to valve cover yvith existing valve cover
bolt.
8. Alf sprinkler heads shall be identified as recyced
water sprinkler heads.
11. Each automatic controller and its associated equipment shall be identified with a sign bearing the words "Recycled Water Used for Irrigation" in English and Spanish with
black letters 1" high on a purple background. The sign
shall be placed so that it can be readily seen by any
operations personnel using the equipment.
Declaration of responsible charge:
I herby declare that I am the Landscape Architect of work for this proiect, that I exercised responsible charge over the design of this proiect as defined in section 6703 of the Business and Professions Code and that the design is
consistent with current standards.
I understand that the check of the proiect drawings and specifications by the Cly of Carlsbad and the San Diego County Department of Environmental Health is confined
to a review only and does not relieve me, as Landscape
Architect of work, of my responsibilities for project design. ~~(;App;# (ljf'/(I?
Paul Haden, Landscape Architect bate /
R.L.A. 1972
Firm name and address:
The Collaborative West
100 Avenida Miramar
San Clemente, CA 92672
Telephone Numbers:
(949) 366-6624/ (949) 366-6626 fax
Registration Number:
1972
Expiration Date:
2/28/04
CAL
..._,..,
Proposed Reclaimed Water
Irrigation System Mainline
Crossovers of RCW and
PW main - RC main to be
sleeved per Note 1 6 this
sheet
IA-W+---Reclaimed Water
System Mainline
1.t4---- Potable Water System
"Do Not Drink" Sign Locations
Crossovers of RCW and
PW main - RC main to be
sleeved per Note 16 this
sheet
Location of Connection Point(s) -
Meter and Backflow Prevention
Proposed Reclaimed Water
Irrigation System Mainline
INSPECTION PROCEDURES KEYMAP
1. City construction inspection shall include:
A Location of pipe lines
B. Trench depths
C. Required separation (horizontally and vertica/ly)
D. Pipe identification
E. Points-of-Connection (POCs)
F. Location and identification of sprinkler heads
G. Warning signs at the site and on the trucks hauling
recycled water (if recycled water is used for construction).
An approved letter regarding the inspection of the proiect shall be obtained from the City and the District, and be forwarded to the San Diego Department of Environmental
Health prior to final inspection approval.
2. District final inspection shall include:
A Coverage tests, after completion of of the sprinkler
system, to determine the adequacy of coverage on te
approved use area and protection of areas not approved
for receiving recycled water.
B. Warning signs and labels.
C. Quick coupling valves.
D. All aspects of the irrigation conditions including
windblown spray, runoff, and ponding.
E. Required protection of all residential areas.
F. Required protection of wells, streams, reservoirs, etc.
G. Cross-connection.
3. P.nnua/ inspectiona shall include:
A complete inspection which should cover parts
"A," "8," and "G" of the District final inspection.
NOTTO SCA/.£
TYPICAL SIGNS.
White Logo
Purple Background
1" White Letters
In Order to Conserve Water ...
RECYCLED
WATER ~
WARNING RECYCLED WATER
DO NOT DRINK
INUSE ~
DONOT~NOTOME =
RECYCLED WATER DRINK ~ EL AGUA ~
(Size) 12''x36"
.032 Aluminum
Square Corners
AVISO - AGUA IMPURA
NOTOMAR
1" White Letters
2" White Letters
WASH HANDS AFTER CONT ACTING
LAVESE SUS MANOS DESPUES DE USAR
(Size) 18"x 18"
.032 Aluminum
Square Corners
APPROVED FOR PLJ\iNTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
II AS
LOCATION OF PLANTING :Y!,t]E\JED BY
AREAS. (~Q ~
INSPECTOR
TS-2
V.W.D DWG. NO.
BUILT"
1,/efp1,
I DATE
~ CITY OF CARLSBAD ~ 1-----1---+------------~---+-----+--+----1---l L.l2._j ENGlNEERING DEPARTMENT ~ ~==-============'..=::=:::::::: IMPROVEMENT PLANS FOR:
POINSffilA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
I
APPROVED dY I
1----+--~1-----------------1------1----l----l---' ,/4w~ /A/'-d, e-',/,, bt,/( ;:zhA,.,/,E,z:Jf l-----+---+----------------e----------1-----1----1----1 :=:C:::I=T Y=:::E::: NN=GGII~/(IEE~F;:;:R ;:::::;-;::::::,f'===· =====:;;:::==-= 'IJ=TE===:· l---c-=c-+--ccc=-c-+----------------1------l---.\----1----I OWN BY AAR. BSN DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---......
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c1TY APPROVAL RV\JD BY, r
PROJECT NO
CT99-03
DRAWING NO
397-2K
V. W.D. 02-004 LEN05-PL
081
-...J
130
------- ---
740
D.G. Trail; Refer to Civil Engineer's Plans
/
I
/
/
•. .
\ ;
-----~J-
-·-
140
DAT£
})
=
KEYMAP
N. T.S.
INITIAL
_I_
150
740
Poinsettia·=======
IP--1
0 10 20 40
SCALE: 1"=20'
VWD. DWG NO.
APPROVED FOR PLANTING "AS BUIL T 11
TIT~'h1i w&!o~ AND IRRIGATION ONLY,
INCLUDING PRECISE
,,
DATE
LOCATION OF PLANTING
~E
1 1E~B~
AREAS. (
,,-:yJ 07,,,,,~
INSPECTOR DATE
I s;~T I CITY OF CARLSBAD I SH;~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
I APPROVED t?Y
~/4,ljp,. I F',:,A. 2ft 1~~ vYujel~ DATE
OWN BY FS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL See Sheet IL- 1 for Irrigation legend
CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL RVwD BY• \'- 099-03 397-2K -
V.W.D. 02-004 I.ENOS-Pl
-- --- ---- -
-+ -
@ 2
'
I
'
I I I I • I I I I
150 \
I
\
160
-------------- _____________________ /lsnte"'snw· '-5Jo,~ '"'t""T' T; R>leir" ito0CC5i~v1J·t EE;;ng91;•;n;;;eeer's Plans for Erosion Control 170
------------------:::i:;:------ ------------------------- ,·. ,-,,- D.G:ITrail: Refer to Civil Engineer's Plan
_,.r"
,_ .., .., ' -"" ra ~
J4" 3~-4• ; 3/4°
3/4~
:314~
t,•"
314•
3t4-• /4' !" :, ..
.,-•- ----· ··- ....... ----··. .. _.---- -,·-····--
·™ %_'/Z: ~k"!: .., ""
3/4"
3/4"
314"
. - . --- ---.. ... - . ~--
... '"" ... '"'
0 170
-
(
=,
See Sheet I
1 ... J for Irrigation Legend
DATE INITIAL
~NGINEER OF WORK
~lf
\ /
/
..... <:·,,_ ·--------·- _ .. -\/-----:..::=-=-:_-::;:_. =======.Poinsettia
KEYMAP
N. T.S.
IP-2
0 10 20 40
SCALE: 1'=20'
V W. D. DWG. NO.
APPRO"'vED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
11 AS BUIL T
11 nn~;t-~~
IMPROVEMENT PIANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED Qt'
4 < , ~ /A,'"~e4
CITY ENG! ER
DATE INITIAL DA TE INITIAL
DWN BY:
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:
RVIJD BY,.
PROJECT NO
CT 99-03
DRAWING NO.
397-2K
V.W.D. 02-004 1£N05-PI
Of
-
\90
2-00
I • I I I I
314"
3/4" 3/4"
I I I I I •
----------------
200
230 I/
'
11 220 I
_ 1_· - -
I
_I' _
111
2 l/2"1 I I
©:D111 §
I"
~5.:,,,WE, -. SZti& ... ,.,
2 V2"
See Sheet IL-1 for Irrigation Legend
3/4"
- -----.. "------ ----- ~
- 314" 3/4 3/4" 314
31411 314"
3/4°
314"
3/4"
i#rsiP§iil-!! ~.Jl~~~ •(N.,l' ._!i.~~~
2 112" 2 1/2"
. ·-
----'I '" 3/4~
----,
___ -_-;;:: ~---=----=--~--~-=-=---_ _:-::;=;_- ------- -- --- -- -- - - ---- -- -________ ,,_ ------- ------------ ------
--------. ---- --. -
.. ---------·-
~
(I)
::,
LL
i:u
fl
= =======Poinsettia=======
---- ~
KEYMAP
N.T.S.
0 JO 20 40
SCIII.E: 1"=20'
V W.D. DWG. ~iO.
APPROVED FOR PLANTING
11 AS BUIL T11
L./ 9/41, AND IRRIGATION ONLY, . i2tvL/k1P ;/
INCLUDING PRECISE TITLE ~t?Ef,li /DAk. 1'--1--"
LOCATION OF PLANTING ~ED BY,
AREAS. . R ,.,....., eJ?M:?rG . . -INSPECTOR DATE
w CITY OF CARLSBAD w ENGINEERING DEPA.RTMENT 2 6
IMPROVEMENT PIANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED 6'r
.a" . .,~ U --j o:.-1.. ,~ ~l CITY ENGIN ER DATE
OWN BY FS DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY -- PROJECT NO. DRAWNG NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JJ BY, [ '- CT 99-03 397-2K V.W.D. 02-004 LEN05-PL
.
.tr
ii11 f.@i ~ ~(~: ~'2i\ s ~~; f,Z-,j ~. fu¼~~§i.;_& ~
t -_v l i-' ,, = :· ::~• _'"_ -_- -_- -_- -_- -_- ___ , .. "',-,.--~J14• ).-,,: ~-,.:\'
:j In" "_-,,~, :.,
-'¼-,-_,_
2 1/2"
91 3/4" 3/4"
------- ------------- -------
2 112" 2 t/2"
230
i250
240
314" 31 2
314' 3/4"
-----------
211.!"
' '
"~ W,,~:½~'1
\ j;,\ ,l ;,""",, oC'J;"' jj ·¢ \,.J 1 ;' -,, __
----
= c:::::.=:::===Poinsettia=======
--- ..
KEYMAP
N.T.S.
IP-4
a 10 20 40
SCALE: 1 '=20'
V.W.D. DWG. NO.
APPROVED FOR PLANTING
11 AS BUIL T11
1,(t1(p~ AND IRRIGATION ONLY,
n!!rfrs41Nf! INCLUDING PRECISE DATE
LOCATION OF PLANTING ~wED BY
AREAS. t;:,C) r:::i& Q]I&/>-,<,
INSPECTOR DATE
~ CITY OF CARLSBAD w 3 ENGINEERING DEPARTMENT 6
IMPROVEMENT PJANS FOR:
POINSffilA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED dY
ffe1'. G$'.~ l,V~ !"<>It 4h.;,.J .. -, CITY ENGINER - --- DATE See Sheet IL- 1 for Irrigation Legend
DWN BY: FS DATE INITIAL DATE INITIAL PROJECT NO DRAWiNG NO. DATE IN!TIAL CHKD BY: • ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY .I\PPROVAL RVwD B\, r ~ CT99-03 397-2K ~
V. W.D. 02-004 LEN05-PL
'
IRRIGATION LEGEND (CITY MEDIAN):
&YMBOL, MANUFACTURER, MODEL NUMBER± DE&CRIFTION, RAD., F.5.1., G.F.Mc DETAIL .. --
--
v'
V
V
~
-M
iRW,'
-··
IZlZJ
EB
0 ®
1£1
[§]
10 --- -
- ---
RAIN!3IRP IS/2-&AM-PR&-SQ FOF-UF' $F'RA Y l-lEAP b- 7' 2!;, 21 A RAIN6IRP IS/2-&AM-PR&-Sl-1 FOF-UF' &FRAY HEAP b-7' 2B .41 A RAIN6IRP ISl2-5AM-FR5-SF FOP-UP &FRAY HEAP 6-1' 2B .82 A NOTE, ALL FOP-UP &F'RINKLER HEAP& USING RECYCLED WATER &HALL 6E INSTALLED WITH PURPLE CAP&. ALL &l-11"U65 HEAP& ON Rl&ER USING RECYCLED WATER &HALL 6E PROFE~Y LA6ELED WITH PURPLE RECYCLED WATER TAG& ON THE RISER FER WATER Pl5TRICT 5TANPARP5.
RAIN 61RP
NELSON
NI6CO
EXISTING
FE6CO
HAYWARD
WEATl-lERMATIC
CAL&EN&E
CAL&EN&E
CAL&EN&E
APPROVED
APPROVED
APPROVED
APPROVED
~
APPROVED
FE5!3
7h45-1"
B25YA
"12
ELECTRIC CONTROL VAL VE
NON-POTABLE QUICK COUPLING VALVE
6RA55 ISOLATION 6ALL VALVE
RECLAIMED WATER METER, 6Y OTHER&
6ACKFLOW PREVENTION DEVICE
6A&KET &TRAINER W/ b0 MESH MONEL SCREEN
6 C
D
E
F
S200CR NORMALLY CLOSED MASTER VALVE G
FM-LB FLOW METER H
ET2000-8-R-RR-55E-R I ; J
FEDE&T AL MOUNT CONTROLLER A55EM6L Y
WI WATER CONSERVATION 5Y5TEM5 (WC&!
RAIN GUARD INSIDE A VANDAL RE5I5TANT
ENCLOSURE
ET2<D00-S-l'<-RR-55E-R I ; J
RECTANGULAR
APPROVED
APPROVED
PVC CL-200
PVC CL-315
PVC $CH 40
FEDE&T AL MOUNT CONTROLLER A55EMBL Y
WI WATER CONSERVATION 5Y5TEM5 /WC5)
RAIN GUARD INSIDE A VANDAL RESISTANT
ENCLOSURE
SPARE WIRE 60X K
IRRIGATION WIRE CONDUIT <&EE NOTE& FOR &IZE) L
IRRIGATION SLEEVE <SEE NOTE& FOR 5IZE) L
LATERAL LINE FIFE (SIZE AS NOTE&! L • M
< ALL FIFE TO 6E FURFLE IN COLOR)
NON-POT ABLE SOURCE PRESSURE SUPPLY LINE L ; M
FOR 2" DIAMETER FIFE AND LAR<::,ER
< ALL FIFE TO 6E FURFLE IN COLOR)
NON-POTABLE SOURCE FRE55URE 5UFFLY LINE L ; M
FOR I 1/2" DIAMETER FIFE AND SMALLER
! ALL FIFE TO BE FURFLE IN COLOR)
NOTE, ALL BURIED FIFE u&ING RECYCLED WATER $HALL 6E INSTALLED A& FLIRFLE FIFE. r------------ GALLONS FER MINUTE
.J_
/ 0" r(s==l-•-------- CONTROLLER STATION NUM6ER - I
' 0 /
1~---------- CONTROL VAL VE &IZE
IRRIGATION CONSTRUCTION NOTE$:
0 0
0 0
POINT OF CONNECTION TO Tl-IE EXISTING I" RECLAIMED WATER METER PROVIPEP ANP INSTALLED 6Y OTHERS. RUN A I 112" 5UFFL Y LINE FROM THE METER TO THE I 1/4" BASKET &TRAINER THEN TO THE I" 6ACKFLOW PREVENTION DEVICE. INSTALL 6ACKFLOW DEVICE FER CITY OF CARL56AP &TANDARP&. !'ROM Tl-IE 6ACKFLOW, RUN A I 112" LINE TO Tl-IE I 112" MASTER VALVE THEN TO A I 112" FLOW METER Tl-lEN TO THE SYSTEM AS NOTED ON THE DRAWING&. THE 5Y5TEM HA& BEEN DESIGNED FOR A MAXIMUM FLOW OF 24.7 GPM AT A MINIMUM OPERATING PRESSURE OF <i,5.0 PSI.
INSTALL A CAL5EN5E MODEL ET2000-B-R-RR-55E-R PEDESTAL MOUNT CONTROLLER A$SEM6L Y IN Tl-IE LOCATION APPROVED 6Y Tl-IE OWNER'& AUTl-lORIZED REPRESENTATIVE. I20VAC FOWER PROVIDED 6Y OTl-4ERS. Tl-IE LANDSCAPE CONTRACTOR SHALL COORPINATE THE I20VAC FOWEl't ~ Tl-IE SOURCE TO THE CONTROLLER LOCATION AND MAKE THE FINAL l-lOOK-UF. ALL I20VAC FOWER WIRING &HALL 6E COMPLETED 6Y A LICENSED ELECTRICAL CONTRACTOR THE LANDSCAPE CONTRACTOR 5l-lALL CONNECT Tl-IE LOW VOLT AGE CONTROL WIRE$ TO THE CONTROLLER TERMINAL &TRIP IN Tl-IE SEQUENCE NOTED ON Tl-IE DRAWING&.
POINT OF CONNECTION TO Tl-IE EXISTING I" RECLAIMED WATER METER PROVIDED ANP INSTALLED 6Y OTHERS. RUN A I 1/4" &UFFL Y LINE FROM THE METER TO THE I" BASKET &TRAINER Tl-lEN TO Tl-IE I" 6ACKFLOW PREVENTION DEVICE. INSTALL 6ACl<FLOW DEVICE FER CITY OF CARL56AP 5TANDARP5.
FROM Tl-IE 6ACKFLOW, RUN A I 1/4" LINE TO Tl-IE I" MASTER VALVE THEN TO I 112" FLOW METER Tl-lEN TO Tl-IE 5Y&TEM A5 NOTED ON TI-E D!'tAWING&. TI-E SYSTEM I-IA& BEEN PE&IG.N£P l'O!'s A MAXIMUM !=LOW OF lb.4 GFM AT A MINIMUM OPERATING PRESSURE OF SS.e> PSI.
INSTALL A CAL&EN5E MODEL NUMBER ET2000-S-R-RR-55E-R PEDESTAL MOUNT CONTROLLER AS5EM6L y IN Tl-IE LOCATION APPROVED BY Tl-IE OWNER'S AUTl-lORIZEP REPRESENTATIVE. I2.VVAC FOWER PROVIDED BY OTHERS. Tl-IE LANDSCAPE CONTRACTOR SHALL COORDINATE Tl-IE I20VAC FOWER FROM T!-lE &oURCE TO T!-lE CONTROLLER LOCATION AND MAKE THE FINAL HOOK-UP. ALL
12.VVAC FOWER WIRING SHALL 6E COMPLETED 6Y A LICENSED ELECTRICAL CONTRACTOR T!-lE LANDSCAPE CONTRACTOR 5l-lALL CONNECT Tl-IE LOW VOLT AGE CONTROL WIRES TO Tl-IE CONTROLLER TERMINAL 5TRIF IN Tl-IE SEQUENCE NOTED ON Tl-IE DRAWING&.
CONTRACTOR &I-IALL RUN Tl-!REE (3) &FARE WIRE& FROM THE CONTROLLER TO EACH END OF Tl-IE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL &IX FEET OF WIRE AND INSTALL Tl-IE LOOF INSIDE A 10" ROUND VALVE BOX. 6RAND Tl-IE LID OF Tl-IE VALVE eox WITH Tl-lE LETTERS "6W" FOR FUTURE IDENTIFICATION. ALL &FARE WIRE& SHALL SE A DIFFERENT COLOR FROM CONTROL WIREe.
Tl-IE CONTRACTOR e!-!ALL L=ATE Tl-IE TELEFl-lONE COMMUNICATION LINE FOR Tl-lE CONTROLLER, Tl-lAT 15 PROVIDED SY Tl-IE OWNER THE LANDSCAPE CONTl'tACTOR 15 TO MAKE THE FINAL l-lOOKUF.
SLEEVE AND CONDUIT SCHEDULE:
ALL SLEEVE& FOR PRESSURE SUPPLY LINE AND LATERAL LINE FIFE $HALL SE A MINIMUM TWICE Tl-IE NOMINAL &IZE OF Tl-IE FIFE WITl-llN.
SLEEVE MATERIAL
e MAIN LINE FIFE, CONTROL WIRE&, AND LATERAL FIFE UNDER VEI-IICLE FAYING $HALL BE INSTALLED IN A SCH. SO PVC SLEEVE WITH 30" COVER
e MAIN LINE FIFE, AND CONTROL WIRES, UNDER FEDEeTRIAN PAVING 5l-lALL 6E INSTALLED IN A &CH 40 PVC SLEEVE WITI-I 16" COVER
e LATERAL FIFE UNDER PEDESTRIAN PAVING SHALL 6E INSTALLED IN A SCH. 40 FVC SLEEVE WITI-! 12" COVER
I-IYDRAULIC CALCULATIONS
WATER METER•, k SIZE, l",
H.GL
ELEVATION,
5TATIC F!'<E55URE,
REMOTE CONT!'tOL VAL VE "D-3
MAXIMUM DEMAND,
FRE&eURE CALCULATION IJX)RK el-lEET,
WATER METER
BACKFLOW PREVENTION DEVICE,
BASKET &TRAINER
GATE VALYE,
MAIN LINE FIFE,
REMOTE CONfflOL VAL YE,
LATERAL LINE FIFE,
FITTING& (10% OF FIFE L055J
ELEVATION DIFFERENTIAL,
TOTAL 5YeTEM LOe5E5,
REQUIRED I-IEAD FRESeURE,
TOTAL 5YeTEM REQUIREMENTS,
5TATIC FRE55URE,
RESIDUAL WATER PRESSURE,
2.80 11.6
/.0(1)
(l)J?;(Z)
6>hS
230
2.10 2.10
e,23
3ehe
I-IYDRAULIC ,- Al CU1 ATION&
WATER METER •, 'E-I' &IZE, l" ,
H.uL
l:LEVATION,
eTATIC PRESSURE,
REMOTE CONTROL VALVE 'E-I
MAXIMUM DEMAND,
Fl'<E&&URE CALCULATION WORK 51-!EET,
WATER METER,
BACKFLOW PREVENTION DEVICE,
BASKET STRAINER
GATE VALVE,
MAIN LINE FIFE,
REMOTE CONTI'Wl VAL YE,
LATERAL LINE FIFE,
FITTING& !10% OF FIFE L055J
ELEVATION DIFFERENTIAL,
TOTAL &Y&TEM L055E5,
REQUIRED HEAD FRE55URE,
TOT AL 5Y5TEM REQUIREMENTS,
5TATIC FRE55URE,
RESIDUAL WATER FRE55Uf'tE,
IZ" M1NIMUM "6QJIREO VEFrrlCAL eEP~TION.--------1
,,
FilECYCLED W4TER ~GATION 1'1,,:\JNLINE ll.lf'n.41N "SWS'i!MS-----t N01c,
AU. IOECYC!.ED UIATEF< 1-TION PIFE ANO et..EEVE5 ~
SE P\.lfiF1..E ~ L •Ml FP 46 SF5CIFU5P IN~
'STANDARC SFECIFICAT!ON& FOR F'Fi:IYA1E IRFli:l'GATION &Y&TEMS' •~ f!!ECL..AMATJON RA.ES .4ND ~Tk:IN$ FOR
o::Ne'T'RLICTlaN CP FiECYCLE.o WATER MAIN&', OCT"Gll3ER lee&
CD POTABLE MAIN LINE CROSSING
S.IDSWALK-~
FOT,4,BLE EERvlCE LINE-----1 12• MfNIMUM
- ~0'-;:;;;;;..;: =~ LINE IN T'-E 5TJOEET ~_l
fi5CYCLED WATEft IFIRIGATION MAINLINE UATI-IIN SLEEYE2j NOTE,
~lCAL. a..E.4RANCE OF 12n MJNNJM 16 H.A.NOATOR'r UA-EN ~ING PATH OF A POTABLE WA1'ER !..lNE. INSTALLATION a= R$CY'CU:P ltU.TER JFiRIGATION M.A.iNLJNf= 24• f=F;!Ct'I P:AC!: Q= &IOSll,6,L.K WILL FROVfDE TWE NECEJG 4Rf liZ" HORl:zot.n"AL CLEARANC= FRa-1' FOT.ASl.2.M.4lN LINE IN ST!¥,ET. (2) POTABLE SERVICE LINE CROSSING
1.40 II.I
1.00 050
S.13
225
2.!0
2.40 28.ee
GENERAL IRRIGATION NOTES
I. IT 15 THE RESPONSIBILITY OF Tl-IE IRRIGATION CONTRACTOR TO FAMILIARIZE 1-llMSELF WITI-I ALL GRADE DIFFERENCES, LOCATION OF WALL&, RETAINING WALL&, STRUCTURE& AND UTILITIES. Tl-IE IRRIGATION CONTRACTOI'< 51-lALL REPAIR OR fi<EFLACE ALL ITEMS DAMAGED BY 1-115 WORK AT NO EXPENSE TO Tl-IE OWNER I-IE &I-IALL COORDINATE 1-ll& WORK WITI-I OTHER CONTRACTOR$ FOR Tl-lE LOCATION AND INSTALLATION OF FIFE SLEEVES AND LATERAL J_INES T!-lROUGI-I WALL&, UNDER ROADWAYS, DRIVES, AND PAVING, ETC.
2. THI$ DESIGN 15 DIAGRAMMATIC. ALL FIFING, VALVE$, ETC., $!-!OWN WITl-!/N PAVED AREAS 15 FCR DESIGN CLARIFICATION ONLY AND Sl-!ALL BE INSTALLED IN FLANTl~IG AREAS WI-IEREVER F05516LE.
THE CONTJ<tACTOR $HALL LOCATE ALL VALVES IN SI-IRUB Ai'<EA$ UNLE55 OTI-IERW15E DIRECTED 6Y Tl-IE OWNER'$ REPRESENTATIVE.
3. Tl-IE &FRINKLER &Y&TEM DESIGN 15 BASED ON Tl-lE MINIMUM OPERATING FRE55URE ANP Tl-lE MAXIMUM FLOW DEMAND $!-!OWN ON Tl-IE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. Tl-lE IRRIGATION CONT!'tACTOR $HALL VERIFY WATER FRE55URE PRIOR TO EACH CONSTRUCTION. REPORT ANY DR'ERENCE BETWEEN Tl-IE WATER PRESSURE INDICATED ON THE DRAWING$ AND Tl-IE ACTUAL PRESSURE READING AT Tl-IE IRRIGATION POINT OF CONNECTION TO THE OWNER'$ AUT!-!ORIZED REPRESENTATIVE. IN Tl-IE EvENT PRESSURE DIFFERENCE$ Al'<E NOT REPORTED PRIOR TO Tl-IE START OF CONSTRUCTION; Tl-IE IRRIGATION CONTRACTOR Sl-!ALL ASSUME FULL RESPONSIBILITY FCR ANY
REVISION NECESSARY
4. DO NOT WILLFULLY INST ALL Tl-IE SPRINKLER 5Y&TEM A& 5!-!0WN ON THE DRAWINGS UJl-li':N IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN 065TRUCTIONS, GRADE DIFFERENCE& OR DIFFERENCES IN Tl-IE AREA DIMENSION$ EXIST THAT MIGi-iT NOT HAVE BEEN CONSIDERED IN Tl-IE ENGINEERING, 5UCl-l 065TRUCTIONS OR DIFFERENCE& SHOULD IMMEDIATELY 6E BROUGl-!T TO Tl-IE ATTENTION OF Tl-IE OWNER'.& AUT!-!Ofli!IZED REPRESENTATIVE. IN Tl-IE EVENT Tl-1I5 NOTIFICATION 15 NOT PERFORMED, Tl-IE IRRIG.A TION CONTRACTOR $!-!ALL ASSUME FULL l'sl:5FON&IBILITY FOR ANY REVISION& NECESSARY. !;_ ALL SPRINKLER I-IEAD$ SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLE55 0Tl-lERWI5E SPECIFIED.
b. Tl-IE IRRIGATION CONTl'tACTOR $HALL FLU&l-l AND ADJUST ALL SPRINKLER 1-!EAP& ANP VALVE& FOR OPTIMUM COVERAGE AND TO PREVENT OVER &FRAY ONTO WALK&, STREETS, WALL& .. ETC. Ti-1I5 51-!ALL INCLUDE U&E OF RAIN-BIRD FRE55URE COMPENSATING, SCREENS "FC&", SELECTING Tl-IE BE&T DEG.REE OF ARC TO FIT Tl-IE EXISTING SITE CONDITIONS AND TO Tl-lROTTLE Tl-IE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN Tl-IE OPTIMUM OPERATING PRESSURE FOR EACH &Y&TEM.
1. 120 VAC FOWER SOURCE FOR Tl-IE CONTROLLER 51-lALL BE PROVIDED UNDER Tl-IE ELECTRICAL SECTION OF Tl-IE 5FECIFICATION5. IT 51-!ALL BE Tl-IE RE&FON5ISILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE IJJITI-! Tl-IE GENERAL CONTRACTOR AND SHALL MAKE Tl-IE FINAL CONNECTION FORM Tl-IE ELECTRICAL SOURCE TO Tl-IE CONTROLLER
6. ALL FIFING AND CONTROL WIRES UNDER PAVING 51-1ALL BE INSTALLED IN SEPARATE SLEEVES.
MAIN LINE SLEEVE SIZE el-lALL BE A MINIMUM OF TWICE <2X> Tl-IE DJAMETER OF Tl-IE FIFE TO BE SLEEVED. CONTROL Wlf'tE SLEEVES e!-!ALL 6E OF SUFFICIENT SIZE FOR Tl-IE REQUIRED NUMBER OF Wll'<E5 UNDEl'< PAVING. IN ADDITION TO Tl-IE CONTROL WIRE SLEEVES 51-lOll.N ON Tl-IE DRAWINGS, Tl-IE IRRIGATION CONTRACTOl'i! SI-IALL 6E RE5FON5IBLE FOR Tl-IE INSTALLATION OF CONTROL WIRE SLEEVE& OF SUl'F!Cll:NT SIZE UNDER ALL PAVED AREA&.
'3. FIFE 5/ZES 51-!ALL CONFORM TO TI-IOSE 5!-!0WN ON Tl-IE DRAWINGS NO SUBSTITUTIONS OF SMALLER FIFE 51-1ALL BE PERMITTED BUT 5Ue5TITUTION$ OF LARGER SIZE$ MAY.BE APPROVED. ALL DAMAGED AND REJECTED FIFE &HALL BE REMOVED FROM Tl-IE SITE AT Tl-IE TIME OF SAID REJECT10N.
10. FINAL LOCATION OF Tl-IE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY Tl-IE OltNl:R'& AUT!-!ORIZEP REPRESENTATIVE.
11. ALL FOF-UF TYPE 5FRINKLER l-!EAD5 IN5TALLED IN 51-1RUB AND GROUND COVER AREA& SHALL 6E INSTALLED 50 Tl-!AT Tl-IE TOP OF Tl-IE 5FRINKLEI'< 1-!EAD 15 I-I~,CI-! 4.BOVE FINl5!-l GRADE.
12. ALL EQUIPMENT INSTALLED IN VALVE BO><E& 51-lALL 6E INSTALLED FER DETAIL DRAWING$ WIT!-!OUT CUTTING SIPE WALL& OF Tl-IE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WIT!-l NEW VALVE BOXES A& INSr'ECTED BY Tl-IE OWNERS AUTI-IORLZED REPRESENTATIVE AT Tl-IE CONTRACTOR'& Ou.N EXPENSE.
13. Tl-le CONTRACTOR &HALL RUN Tl-lREl: (3) SPARE WIRES AND ONE (I) COMMON WIRE FROM Tl-IE CONTROLLEl'i! TO EACH END Of Tl-IE MAIN LINE. 1-lE $HALL EXTEND Tl-IE GROUPING OF WIRE 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR FULL BOX. LABEL T!-lE LID OF Tl-IE FULL 60X 'SW'.
14. ALL SPRINKLER EQUIPMENT NOT OTI-IERWl&E DETAILED OR SPECIFIED 51-!ALL 6E INSTALLED A& FER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
I!;. ADV. < ANTI DRAIN VAL VE> UNIT& AS 51-!0WN IN Tl-IE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT SE REQU-IREP ON ALL 1-!EADS. PRIOR TO INSTALLATION Tl-IE CONTRACTOR $HALL VERIFY WIT!-! Tl-IE ON &/TE GRADE& IF Tl-!ERE le AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN Tl-IE l-l!Gl-!EST 1-!EAD AND LOWEST 1-!EAD ON A SYSTEM, THE ADV. 51-!ALL BE INSTALLED FER DETAIL DRAWING.
I~. Tl-IE CONTRACTOR Sl-!ALL ALLOW FOR A A$$0RTMENT OF VARIABLE ADJUSTABLE NOZZLE& (VAN) TO BE INSTALLED IN AREAS Wl-lERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE.
11. REFER TO &FECIFICATION& FOR ADDITIONAL DETAILED INFORMATION.
IS. INSTALL FOF-UF !-!EADS WITl-!IN 10' OF ALL PEDESTRIAN U&ES.
NOTE, "REFER TO CIVIL ENGINEER'S FLANS FOR ALL SLEEVING:
LOCATIONS AND INFORMATION."
IL-1
V.W.D. DWG. NO.
~4-PPROVED FOR PLltNTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
~DBY,
INSPECTOR~ _o .
~ CITY OF CARLSBAD ~
1----+------+----------------+-----l-----+---+----1 ~l2i_J==4='...':::==E::N=:G::::l=NE=:E::R:=,l=N:'::G=D:=E':::P=A=,R=T=ME::N=T==:::..':~=':::6::::=::;
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
OWN BY: ~FS __ _
CHKD BY: -----.
RV'w'D BY: r •
PROJECT NO
CT 99-03
DRAWING NO
397-2K
V,WD. 02-004 !ENOS-PL
08 CD
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l/2" X 2" Sa-L W FVC Nlf='FLE
1/2" HIP X FlP 9ei ELL (2 REQU1R5D/
I-IARD5CAFE
2 POP-UP SHRUB SPRAY
NEXT TO 1-lARDSCAPE
2 3
RECTANGULAR PLASTIC vALYE eox
®
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WITI--I STATl.:?N Ntt16ER: BRANDED ON LIP 314" CRJ$rl-l:O ROCK SUMP ELECTRIC REMOTE CONTROL VAL vE @
FVC ea-+ W Rl-&1:R, LENGrTH
A& f.£QU~. T44E Rl5E'"1: 5!,,,,IA.LL
FIN/514~ BE ONE NOMINAL FIFE SlZE L~
T14AN T-1-E SIZE OF Ti-IE VALVE.
FVC LAT'l::RAL LINE
® PVC MALE ADAPTOR (TWO ~QUlfED)
PVC SCl-1.. 4e 9iZ> DEGfo?EE t:LL
® FYC MAIN LINE FIFE
REMOTE CONTROL VALVE
WITl-l PRESSURE REGULATING FEATUl'<E
CD
lit>"~ VALvE BOX G) FYC $04. W NlFFLE
W!TH LOCKING, SOLT LID
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@ QUICK COUPLING: VAL VE ® 'tf4READED NIPPLE &cl-t 00
@) ~~ SUFF'LY LINE (@ SCH~ GALV. 36" 5TAK!: WITI-1- C:2J ~ TIES
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(2 ~lfi?ED
PVC F'!cSSLIRE 51.JF'PL Y LINE
1 OJ. Fr. MIN.~~ 6,AcKFlLL
ISOLATION VALVE
2 1/2" AND SMALLER
fl\ !i£DUCED F'F£SSURE PRINCIPLE
\V 6AC;.3=L0UJ ~
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0 WYE STRAINER
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V SEE :&F£CIFICATION&
® TREN.~ DEF'Tl-1,
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@ 6RA55 UNION
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NOTE, INST.ALL 6Aet=J=LOW PER CMWD 5TD. DIJ..G.. -.JJ~21Z'
BACKFLOW PREVENTER
'fl<F' TYPE (314" - 2"J
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FfiiES6URE SUPPLY LINE
FROM 00\JRCE
MALE ADAFTC'R. (2 REQUIRED)
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PVC PIPE TO MA.5T£R VALVE
314" CRIJ&l-+5D ROCK. 5UMF
<ONE Cl.JBIC FOOT)
NOiE, EQUIFMENT 51-!ALL HAV;:; A MINIMUM OF 4"
CLEARANCE~ T-1-e SOTTOM OF Tl-E VALVE eox
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T06A5KET5TRAINER
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®
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TOP OF FFES6URE &UFFL Y LIN!:
@
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FOR. HODEL NUHeER. AND SIZE
®
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(2 ~QUn.e&D)
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NOTE: i=OFs: CONDUIT LOCATJON5,
RS9iR TO CONCRETE CON,TROLLER
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CE
REFER TO PLAN$ M?R LOCATION
® 3/4" a.RAVEL SUMF 1 CU. FT.
@ CONDUIT SUSI-UNG
CONSTROLLER AS&MeL Y
IN &TAINLE&S 511:EL ENCL~
REFER TO CONCRETE:: CON'TROLJ...Efilt
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12JZ> VOLT WIRE INSIDE ~/4H CONDUIT
AND SIJJEE'F E:LLS
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AND $u,&p ELL&
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r.-, 2" MINIMUM IN TU\Ol' A10EA5
'CY fb" MINlMUM IN :SI-RJ6 AiEM
ta>. fb" f:ROM TOP OF CONCRETE
'B' CONTI'>ACTOR SHALL TRIM
TO ~-AT15 J...1':NGTM AT
FINAL AS51a'1ei. Y. MINIMUM
LENGrTH =44ALL .161:: 2n ~
TOP OF FINt&!-1 SUfil:FACE..
@ 12" MINIMUM 18" MAXtHUM.
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PRES6URE SUFPL Y LINE
(IN FVC -5Cl4 W 5LEEYE)
FIN.lSI-: SLJR!=ACE
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(SINGLE INSTALLATION
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\bl ~ TO et=ECIFICATIONS
® SPARE WIRE LAeS..
'4" CON~L AND/OR COMMON WIRE,
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( ONE cuetc FOOT MlNJHtJH)
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CONTROL uJIR':eS ® r'fo?E~ SUPPLY LINE
CLEAN eACi<FILL '6' 5.Al',ID 6EDDINS,
(R:EF=R TO SPE:CIFlCATION$) \!::) (~ TO &F'Ecll=ICATION.5J IN&TAU. ALL CONTROL Wl'F<:£ oN THE UND:RSIDE d= 11-IE F'R.c$$URE SUPPLY J...lNE..
TRENCl-+ING
FOR IRRJG. CONTROL • COMMON WIRE ( ONE 51-lOWNJ IN LANDSCAPE A!'<EAS
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
ID-1
V\IV.D DWG. NO.
11 AS BUILT''
?f:,<__;'/1;e, ?;I ~9/41,
TITLE ,t::ff?;:/£Jf=:!tr- DATE
I
INSPECTOR
l-----+------+-------------1------l------lc----l----1 [sHrn75 CITY OF CARLS BAD I SH3E6ETS I ~ ENGINEERING DEPARTMENT :===:":::=========='....::==='. IMPROVEMENT PLANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
APPROVED Qy
/4'.t :( C < ~ /,&/~ ,e'a,/t_ ;;i./,,ij,e:,3
CITY ENGINffR ~ ' DATE
------------1---+---+----+-----I ~o==w==N=;B;:Y=:=;;~fS~==--=-=_=_=:-;::=====P=R=O=J=E=C=T==N=o=====,;--_=D-=R-=A-=V-=,-l=N-=G-=-=N-=0.:::.
DATE INlTIAL DATE INITIAL
g~~D 8{y CT 99-03 397-2K OTHER APPROVAL CITY APPROVAL
V. W.D. 02-004 t:ENOS-PL
ost
IRRIGATION SPECIFICATIONS
PART 1 - GENERAL CONDITIONS
7. 7 Description:
A. Work Included: Provide all labor, materials,
transportation, and services necessary to furnish
and install irrigation systems as shown on the
drawings and described herein.
7 .2 Quality Assurance:
A Manufacturers Directions: Manufacturers
directions and detailed drawings shall be followed
in all coses where the manufacturers of articles
used in this contract furnish directions covering
points not shown in the drawings and specifications.
B. Ordinances and Regulations: All local, municipal
and state lows, and rules and regulations governing
or relating to any portion of this work ore hereby
incorporated into and made a part of these
specifications and their provisions shall be carried
out by the Contractor. Anything contained in these
specifications shall not be construed to conflict
with any of the above rules and regulations or
requirements of the same. However, when these
specifications and drawings call for or describe
materials, workmanship, or construction of a better
quality, higher standard, or larger size than is
required by the above rules and regulations, the
provisions of these specifications and drawings
shall take precedence.
C. Explanation of Drawings:
J. Due to the scale of the drawings, it is not
possible to indicate all offsets, fittings, sleeves,
etc., which may be required. The Contractor
shall carefully investigate the strudural and
finished conditions affecting all of his work and
plan his work accordingly, furnishing such fittings,
etc. as may be required to meet such conditions.
Drawings ore generally diagrammatic and
indicative of the work to be installed. The work
shall be installed in such a manner as to avoid
conflicts between irrigation systems, planting,
and architedural features.
2. The word Landscape Architect as used herein
shall refer to the Owners authorized representative.
3. All work called for on the drawings by notes
or details shall be furnished and installed whether
or not specifically mentioned in the specifications.
4. The Contractor shall not willfully install the
irrigation system as shown on the drawings when
it is obvious in the field that obstructions, grade
differences, or discrepancies in area dimensions
exist that might not have been considered in the
irrigation design. Such obstructions or differences
should be brought to the attention of the Owner's
authorized representative. In the event this
notification is not performed, the irrigation
contrador shall assume full responsibility for
any revisions necessary.
1.3 Submittals:
A. Material List:
7. The Contractor shall furnish the articles,
equipment, materials, or processes specified by
name in the drawings and specifications. No
substitution will be allowed without prior written
approval by the Landscape Architect.
2. Complete material list shall be submitted prior
to performing any work. Material list shall include
the monufadurer, model number, and description
of all materials and equipment to be used. Copies
of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable.
3. Equipment or materials installed or furnished
without prior approval of the Landscape Architect
may be re;ected and the Contractor required to
remove such materials from the site at his own
expense.
4. Approval of any item, alternate, or substitute
indicated only that the product apparently the
requirements of the drawings and specifications
on the basis of the information or samples submitted.
5. Manufacturer's warranties shall not relieve the
Contractor of his liability under the guarantee. Such
warranties shall only supplement the guarantee.
B. Record Drawings:
1 . The Contractor shall provide and keep up to
date a complete "record" set of blue line ozalid prints which shall be corrected daily and show every change
from the original drawings and specifications and the
exact locations, sizes, and kinds of equipment.
These drawings shall also serve as work progress
sheets and shall be the basis for measurement and
payment for work completed. This set of drawings
shall be kept on the site and shall be used only as
a record set.
2. The Contractor shall make neat and legible
annotations thereon doily as the work proceeds,
showing the work as actually installed. These drawings
shall be available at all times for inspection and shall be kept in a location designated by the Landscape
Architect.
3. Before the date of the final inspection, the
Controdor shall transfer all information from the
record prints to a sepia mylar or mylar procured
from the Landscape Architect. All work shall be
neat, drawn in waterproof ink by a technical ink pen
designed specifically for use on mylar material.
Work completed in felt tip pen or ball point pen will
be rejected because of the non-permanent nature
of both devices. All work shall be sub;ect to approval
by the Landscape Architect.
4. The Contractor shall dimension from two permanent
points of reference the location of the following items:
o. Connection to existing water lines
b. Connections to existing electrical power
c. Gate valves
d. Routing of pressure main line pipe
e. Sprinkler control valves
f. Routing of control and common wire
g. Quick coupling valves
h. Other related equipment as directed by
the Landscape Architect.
5. On or before the date of the final inspection,
the Contractor shall deliver the corrected and
completed my/ors to the Landscape Architect.
Delivery of the my/ors will not relieve the Contractor
of the responsibility of furnishing required information that may be omitted from the prints he compiled
at the site.
C. Controller Charts:
1 . Record drawings shall be approved by the Landsca.pe Architect before controller charts are prepared.
2. Provide one controller chart for each controller supplied.
3. The chart shall show the area controlled by each
automatic controller and shall be sized as designated
by each automatic controller or as designated by the
Owners authorized representative.
4. The chart is to be a reduced drawing of the actual
record drawings. However, in the event the controller
sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed.
5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station.
6. When completed and approved, the chart shall be
s~aled by a plastic laminating process. The plastic
laminating sheets shall be a minimum of 10 mil.
thickness each.
D. Operation and Maintenance
1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construdion, two hard cover binders with three rings each containing the following information:
a. Index sheets stating Contractors address and
telephone number, list of equipment with names and
addresses of local manufacturers representatives.
b. Catalog and ports sheets on every material and
equipment installed under this contract.
c. Guarantee statement (Section 1.05).
d.· Complete operating and maintenance instructions
on all ma;or pieces of equipment.
2. In addition to the above mentioned maintenance
manual, provide the Owner's maintenance personnel
with instructions for ma;or equipment and show
evidence in writing to the Landscape Architect at the
conclusion of the pro;ect that this service has been
rendered.
E. Equipment to be Furnished:
1 . Supply as part of this contract the foliowing tools:
a. Two sets of special tools required for removing,
disassembling, and ad;usting each type of sprinkler
and valve installed under this contract.
b. Two five-foot valve keys for operation of gate valves (as required).
c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels
for each type of quick coupling valve installed.
2. The above mentioned equipment shall be turned over
to the Owner at the conclusion of the pro;ect. Before
final inspection can occur, evidence that the Owner has received material must be shown to the Landscape
Architect.
1.4 Product Protection, Storage, and Handling:
A. Handling of PVC Pipe and Fittings: The Contrador is
cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to sub;ect it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping.
1.5 Analysis of samples and tests: None.
1.6 Guarantee:
A The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The
general conditions and supplementary conditions of
these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation
system.
B. A copy of the gua~antee form shall be included in the operations and maintenance manual (Section 1.03, D).
C. The guarantee form shall be re-typed onto the
Contrador's letterhead and contain the following
information:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler system we hove
furnished and installed is free from defects in materials and workmanship, and the work has been completed in
accordance with the drawings and specifications. We
agree to repair or replace any defects in material or
workmanship which may develop during the period of
one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or
replacing of such defects at no additional cost to the
Owner. In the event of our failure to make such repairs or replacements within a reasonable time ofter receipt of written notice from the Owner, we authorize the Owner
to proceed to hove said repairs or replacements made at our expense and we wNI pay the costs and charges
therefore upon demand. (The above statement is to be
followed by the pro;ect name, location, signature,
address, and telephone number of Irrigation Contractor, in addition to the dote of acceptance).
PART 2 - MATERIALS
2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved
equals.
A PVC pressure Main Line Pipe and Fittings:
1. Pressure main line piping for sizes 2-inches and
larger shall be PVC Closs 315.
2. Pipe shall be made from an NSF approved Type 1,
Grade 1, PVC compound conforming to ASTM resin as
specification D1784. All pipe must meet requirements
set forth in Federal Specification PS-22-70 (Solvent Weld Pipe) with an appropriate standard dimension (5.D.R.)
3. Pressure main line piping for sizes 7 and 1 /2 inch
and smaller shall be PVC Schedule 40 with solvent
welded ioints.
4. Pipe shall be made from NSF approved Type 1,
Grade 1, PVC compound conforming to ASTM resin
specification D 1785. All pipe must meet requirements
as set forth in Federal Specification PS-21-70 (Solvent Weld Pipe).
5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure
D2466.
6. Solvent cement and primer for PVC solvent-weld
pipe and fittings shall be of the type and installation methods prescribed by the manufacturer.
7. All PVC pipe must bear the following markings:
a. Manufacturer's name
'b. Nominal pipe size
;c. Schedule or doss
d. Pressure rating in PSI
,e. NSF (National Sanitation Foundation) approval
f. Dote of extrusion
8. All fittings shall bear the manufacturer's name or
trademark, material designation, size, applicable
/.P.5. schedule and NSF seal of approval.
B. PVC Non-Pressure Lateral Line Piping:
1. Non-pressure buried lateral line piping shall be
PVC class 200 with solvent-weld ioints.
2. Pipe shall be made from NSF approved; Type 1,
Grade II, PVC compound conforming to ASTM resin
specification D 1784. All pipe must meet
requirements set forth in Federal Specifications
PS-22-70 with an appropriate standard dimension
ratio.
3. Except as noted in paragraphs 1 of 2 of Section
2.01 C, all requirements for non-pressure lateral line
pipe and fittings shall be the same as for solvent
weld pressure main line pipe and fittings as set forth
in Section 2.01 B of these specifications.
C. Brass Pipe and Fittings:
1. Where indicated on the drawings, use red brass
screwed pipe conforming to Federal Specification
WW-P-351.
2. Fittings shall be red brass conforming to Federal
WW-P-460.
D. Galvanized Pipe Fittings:
1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe.
2. Fiffings shall be medium galvanized screwed beaded
malleable iron. Galvanized couplings may be merchant
coupling.
3. All galvanized pipe and fittings installed below grade sha/1:be painted with two coats of Koppers 50 Bitumastic.
E. Gate Valve:
1. Gate valves 3-inches and smaller shall be 125-lb. SWP bonnet, non-rising stem and solid wedge disc, have
brornz:e wheel handle threaded ends, and be equipped
with bronze gate valve with screw-in.
2. Gate valves 3-inches and smaller shall be similar to those manufadured by Nibco or approved equal.
3. All gate valves shall be installed per installation detail.
F. Quick Coupling Valves: Quick coupling valves shall
hove o brass two-piece body designed for working
pressure of 150 PSI operable with quick coupler key.
Key size and type shall be as shown on plans.
G. Bockflow Preventer Unit:
J • Backflow prevention units shall be of size and type indicated on the irrigation drawings. lnstalf the
backflow prevention units in accordance with the
irrigation construction details.
2. Wye strainers at backflow prevention units shall
hove a bronzed screwed body with 100 mesh monel
screen and shall be similar to Bailey 1 00A or
approved equal.
H. Check Valves:
1. Swing check valves 2-inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable
composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW0V-51 D, Class A, Type IV.
2. Anti-drain valves shall be of heavy-duty virgin PVC
construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adiustable against drowout from 3 to 40
feet of head. Anti-drain valve shall be similar to the King Bros. "CV' series or approved equal.
I. Control Wiring:
1. Connections between the automatic controllers
and the electric control valves shall be mode with
direct burial copper wire AWG-U.F. 600 volt. Pilot
wires shoring the some automatic controller shall be
the some color. Common wire shall be white in
color with a stripe to match the pilot wires with
which it is circuited on the same controller. Provide
different colors for each controller installed on the
same pro;ect. Install wire in accordance with valve
manufacturer's specifications and wire chart. In no
case shall wire size be less than #14.
2. Wiring shall occupy the same trench and shall be
installed along the some route. as pressure supply or
lateral lines wherever possible.
3. Where more than one wire is placed in o trench,
the wiring shall be taped together at intervals of
ten feet.
4. An expansion curl shall be provided at each wire
connection. Expansion curl shall be of sufficient
Ieng.th at each splice connection at each electric
control valve so that in case of repair, the valve
bonnet may be brought to the surface without
disconnection of the control wires. Control wires
shall be laid loosely in trench without stress or
stretching of control wire conductors.
5. All splices shall be made with Roinbird ST-03UL
Snop-Tite wire connector with PT /55 sealer or
approved equal. Use one wire connedor per wire
splice.
6. Field splices between the automatic controller and
electric control valves will not be permitted without
prior approval of the Landscape Archited.
J. Automatic Controller:
1. Automatic controller shall be of size and type
shown on the drawings.
2. Final location of automatic controller shall be
approved by the Owner's authorized representative
prior to installation.
3. Unless otherwise noted on the plans, the J 20-volt
electrical power to the automatic controller
location shall be furnished by others. The final
hook-up of the automatic controller to the 120-volt
power source shall be the responsibility of the
irrigation contractor.
K. Electric Control Valves:
1. Electric control valves shall be of the size and type shown on the drawings.
2. Unless otherwise noted on plan or construdion
details, all electric control valves shall have a
manual flow adjustment.
3. Provide and install one control valve box for each
electric control valve.
3. Coordinate installation of sprinkler irrigation
materials, including pipe so there shall be no
interference with utilities or other construdion or
difficulty in planting trees, shrubs, and groundcovers.
4. The Contractor shall carefully check all grades to
satisfy himself that he may safely proceed before
starting work on the sprinkler irrigation system.
IS-1
VWD 8WG N'J.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
fl/ti. 7~
Ri;),,'-)E\./ED BY:
Lll/4'~~::1~R~@~.o~~.q~... 07~
INSPECTOR DA Te
~ CITY OF CARLSBAD I SHEETS I
l-----ll----+-----------------l-----1----1----1-----I ~ ENGINEERING DEPARTMENT 36 ::===-==============~==::::::: IMPROVEMENT PLANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED PY
/4 e:: e,ar;,;:? w~4s rc,A. :z 1 ✓2:-/,:;3
CITY ENG!Ntt':R 7 ,· DATE
1--~DA~T~E --+-1-Nl=TI-AL-+-----------------1-----1----1----1-----I ::;o=w=N==B=Y:~fM:::::.=:::RS~N:;::::=;--;===P=R=o=JE=c=T=N=o=.==-;::._D=-R=-A=-,=v-, N=.-G=-=N-=0.='..
DATE INITIAL DATE INITIAL CHKD BY: ~ CT99 03
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\./D BY: r= ..... · - 397-2K V.W.D. 02-004 LENOS-P
081
3.2 Preparation:
A. Physical Layout:
1. Prior to installation, the Contrador shall stoke out all pressure supply lines, routing, and location of
sprinkler heads.
2. All layout shall be approved by Landscape
Archited prior to installation.
B. Water Supply:
1. Sprinkler irrigation system shall be conneded to
water supply points of connedion as shown on
drawings.
2. Connedions shall be made at approximate
locations as shown on the drawings. Contractor is
responsible for minor changes caused by actual site
conditions.
C. Electrical Supply:
1. Electrical connedions for automatic controller
shall be mode to eledrica/ points of connedion as
shown on the drawings.
2. Connedions shall be made at approximate locations
as shown on the drawings. Contrador is responsible for
minor changes caused by adual site conditions.
3. 3 Installation:
A. Trenching:
1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching
excavation shall follow layout indicated on the drawings and as noted.
2. Provide for a minimum cover of 18-inches for all
pressure supply lines.
3. Provide for a minimum cover of 12-inches for all
non-pressure lines.
4. Provide for a minimum cover of 18-inches for all
control wiring.
B. Backli/Jing:
1. The trenches shall not be backlilJed until all required tests are performed. Trenches shall be carefully backlilled with the excavated materials approved for backlilling,
consisting of earth, loam, sandy clay, sand or other
approved materials, free from large clods of earth or
stones. Back/ii/ shall be mechanically compaded in
landscaped areas to a dry density equal to ad;acent
undisturbed soil in planting areas. Back/ill will conform to adjacent grades without dips, sunken areas, humps, or
other surface irregularities.
2. A fine granular material back/ill will be initially placed on all lines. No foreign matter larger than 1 /2-inch in size will be permitted in the initial back/ill.
3. Flooding of trenches will be permitted only with approval of the Landscape Archited.
4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other
construdion as necessary, the Contractor shall make all required adjustments without cost to the Owner.
C. Trenching and Back/ill Under Paving:
) . Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backli/led with sand (a layer six-inches below the pipe and 3-inches above the pipe), and compacted in layers to 95%
compadion, using manual or mechanical tamping devices.
Trenches for piping shall be compaded to equal the
compadion of the existing ad;acent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler Irrigation Contrador shall set in place, cap, and pressure test all piping under paving prior to the paving work.
2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cuffing or
breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the
contract cost. Permission to cut or break sidewalks and/or concrete shol/ be obtained from the Landscape Architect.
No hydraulic driving will be permitted under new concrete paving.
D. Assemblies:
1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various
assemblies) in such a manner as to conform with the
details per plans.
2. Install no multiple assemblies on plastic lines. P,-ovide each assembly with its own outlet.
3. Install all assemblies specified herein in accordance with respedive detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the
Landscape Archited.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent-weld methods shall be as recommended by
the pipe and fitting manufadurer.
5. On PVC to metal connections, the Contrador shall work the metal connedions first. Teflon tape, or approved
equal, shall be used on all threaded PVC to PVC, and
on all threaded PVCto metal joints. Light wrench
pressure is all that is required. Where threaded PVC
connedions are required, use threaded PVC adapters
into which the pipe may be welded.
E. Line Clearance: All lines shall have a minimum
clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another.
F. Automatic Contro./Jer: Install per manufacturer's
instrudions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings.
G. High Vo/ta.ge Wiring for Automatic Controller:
1 . 120-volt power connedion to the automatic controller shall be provided by the Irrigation Contractor.
2. All eledrical work shall conform to local codes,
ordinances, and union authorities having jurisdiction.
H. Remote Control Valves: Install where shown on the
drawings and per detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control va.lve in a separate valve box.
I. Flushing of System:
1 . After all new sprinkler pipe lines and risers are in place and conneded, all necessary diversion work has been
completed, and prior to installa.tion of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system.
2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete
satisfadion of the Landscape Architect.
J. Sprinkler Heads:
1. Install the sprinkler heads as designated on the drawings.
Sprinkler heads to be installed in this work shall be
equivalent in all respects to those itemized in the irrigation equipment legend.
2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the monufadurer.
3.4 Temporary Repairs: The Owner reseNes the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified.
3.5 Existing Trees: Where it is necessary to excavate ad;acent to existing trees, the Contractor sha/1 use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand.
All roots 2-inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree sea/, or equal. Trenches adjacent to trees should be closed within 24 hours, and where this is not possible, the side of the
trench adjacent to the tree shall be kept shaded with burlap or canvas.
3.6 Field Quality Control:
A. Adjustment of the System:
1. The Contrador shall flush and adjust alt sprinkler
heads for optimum performance and to prevent
overspray onto walks, roadways, and buildings as
much as possible.
. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate
coverage, the Contractor may also include changes in
nozzle sizes and degrees of arc as required.
3. Lowering raised sprinkler heads by the Contrad shall be accomplished within ten days after notification by
Owner or Landscape Archited.
4. All sprinkler heads shall be set perpendicular to
finished grade unless otherwise designated on the
pion or as required for proper coverage (slopes, etc.).
B. Testing of Irrigation System:
1. The Contractor shall request the presence of the
Landscape Archited in writing at least 48 hours in
advance of any testing.
2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight.
Note: Testing of pressure main line piping shall occur
prior to installation of electric control valves or
quick coupling valves.
3. All piping under paved areas shall be tested under
hydrostatic pressure of 150 psi and proved
watertight, prior to paving.
4. Sustain pressure in tested lines for not less than
two hours. If leaks develop, replace joints and
repeat test until entire system is proven watertight.
5. All hydrostatic tests shall be made only in the
presence of the Landscape Archited. No pipe shall
be backli/Jed until it has been obseNed, tested, and
approved in writing.
6. Contrador shall furnish force pump & all other test
equipment necessary. When the sprinkler irrigation
system is completed, perform a coverage test in the
presence of the Landscape Architect to determine if
the water coverage for planting areas is complete
and adequate. Furnish ail materials and perform all
work required to correct any inadequacies of coverage
due to the deviation from plans, or where the system
has been willfully installed as indicated on the
when it is obviously inadequate, without bringing this
to the attention of the Landscape Architect. This test
shall be accomplished before any g.roundcover is
planted.
8. Upon completion of each phase of work, the entire
system shall be tested and adjusted to meet site
requirements.
3.7 Maintenance:
A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days
prior to any planting and for 90 days after inspedion
to begin maintenance period.
B. The Landscape Archited reserves the right to waive
or shorten the operation period.
3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of
others shall be repaired to original conditions.
3. 9 Final ObseNotion Prior to Acceptance:
A. The Contrador shall operate each system in its
entirety for the Landscape Architect ,:it the time of final not acceptable by the qualified obseNer sha/J be
reworked to the inspection. Any items deemed
ecomplete satisfaction of the Landscape Archited.
B. The Contractor shall show evidence to the Landscape
Architect that the Owner has received all accessories,
charts, record drawings and equipment as required
before final obseNafion can occur.
3. 10 ObseNation Schedule:
A Contractor shall be responsible for notifying the
Landscape Archited in advance for the following
observations according to the time indicated:
Pre-job conference - 7 days.
1. Pressure supply line installation and testing -
2. 48 hours.
Automatic controller installation - 48 hours.
3. Control wire installation - 48 hours.
4. Lateral line and sprinkler installation -
5. 48 hours.
6. Coverage test - 48 hours.
7. Observation to begin maintenance period -
7 days.
8. Final Observation - 7 days.
B. When obseNations have been conducted by other
than the Landscape Architect, show evidence of when
& by whom these observations were made.
C. No obseNation wi/J commence without record
drawings. In the event the Contrador calls for an
obseNation without record drawings, without
completing previously noted corredions, or without
preparing the system for obseNation, he shall be
responsible for reimbursing the Landscape Architect at
the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations
will be scheduled until this charge has been paid.
END
IS-2
V. W.O. DWG. NO.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
11 AS BUIL T11
~tJlt©/ ,lf/t1(, TJT~rF/..lr I DA TE
7 !EwED BY:
I __. R. C)
INSPECTOR
f-----+----+----------------1---l-----l----4------.I ~I =7=-1 ==c=rT=EN=~-=]N=E~=r=IN=G=~=t=pr=R==~M=~=~=I A=D=-'=I =6~1 IMPROVEMENT PlANS FOR:
POINSEITIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED 6 Y-
A .,. ~ ~ ~ r-.oA ;;z./;:,.J,.. ~
cfITTN~(f 1DA tE
l-----cc-0AccTcc-E+lccNlccTl-:-:AL-t------------------l------+---+---+--~~0::W=N=::::B::Y:::::~FM::::,~RS~N=:::,;-;:::==P=R=O=JE=C=T=N=O=.===-=O=R=A=V=VIN=G::::::::N=O::::.
DATE INITIAL DATE INITIAL -~
CRHV~~D 8B:Y: .. ....: =::,zjj_ CT99-03 397-2K OTHER APPROVAL CITY APPROVAL w ENGINEER OF WORK REVISION DESCRIPTION V. W.D. 02-004 LEN05-A
....
\ \ --f
' '
D. G\ Trail; Refer to Civil Eng~eer's Plans
' \
------
'
\
' \
• '-· !.■ ■ ■ ■ ■ ■ ■ ■ , • ■ • ■ / ■ ·1 ■ ■ f
I) I I I I I I Y I I I .! ! I I I , I I I I I I I ! X I :-1-1u"'t I I I I Ii l • • • I • • • I '
! I I I I I I/ I i I I I ,. I ![ '
• • • • •
--/ I I I I I I I
e • / • • •
t I/ I I i i I I i
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-- --- ---------·-·-·-
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--
7 40 __ -_ =====--=-~~-·===1-,.==-=== _ -=----- --- _ ----- ----- _ 15 O · !. ------- ' ·--· .. -----------------.. --- ~
13 0 ----- --- -- - -~-: :---~- -~==~\~--/r-';_i------__ -_--=-===--14 0 ---=====------_-====-:::=-=-------- -- -- ·----- ----- ---- ----- i! --- - '
._tc_ •:==--=-----=--= ___ -_= ___ =_= ______ = ____ =_= ___ -. __ -________ ---=-:. ___ :_~--,_ __ , __ '-______ -______ -____ --_ ------~·-_--__ --___ -:-------------- -_-_ --------_ ----~~-------- =- ----· -- - - -' ;;_> 1 3 o ~--=-- ·---===-----_ - \. .1 --------- ___ _ ____ ---==-----=-~-~7-=4~0:_____ _____ =-----====~=====--=-:.:::=~=-__ I_,,_~=-=- :::-_ -___ ::: ____ =_: __ = __--_ : -- ·- --~- -- - ____ ___ _ __ - _______ _·-:_ _ - -------~=~·-::::-_· -· -- -- ------------ - ------ · -- · -----.. ~~txi~S~:~::··-----------------·-----·---:.::_ -- --- .... ____ ------------ -- -- -~- ___ ~ -- -- __ _ CONSTRUCTION SCHEDULE:
I KEY I OESCRJPTION I SPECIFICATION· I MANU./SIJPPIJER
7.0 Hardsoope
7.1 Median Concrete Paving Color, Dari< gray Bomanite
(fypical for all sheets) Anish: Bomonite Riverstone pattern or equal Legend
~ Construction Callout
Notes:
l . Bomanffe to be insio/led by an authorized Bomanite Contrac;tor_
2. Contrador to refer to Soils Report for all concrete and sub-base thicknesses.
3. Place exponsfon joints between building and ad;acent paving; curb and adiacent paving; and wall and ad;acent paving.
PLANTING LEGEND
Symbol
TREES
T-1
Symbol
SHRUBS
®
0 Botanical Name
Melaleuca quinquenervio
Botanical Name
Strelitzia reginae
T rochelospermum jasminoides
Common Name
Brood-leafed Paperbark
Common Name
Bird of Paradise
Star Jasmine
Size & Comments
24" box std.
Size & Comments
5 gal @ 48" o.c.
5 gal@ 48" o.c.
Notes:
- Plant quantities shown on plan are approximate, and induded for contradors convenience and reference only. Contrador is responsib/€ to provide all plant material required to conform to specified plant spacing.
G--lndicates Tree Type
Indicates Tree Quantity--EI3--lndicates Tree Size
Bark Mulch:
The contrador is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Ji.rchited and City Inspector approval prior to installation. Available from: Recycled Wood Produds (714) 841-6989. - Root Barriers:
The Contrador is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of l O' from the center of the fr€e in both diredions. - Arbor Guards:
Install 'Deep Roof' arbor guards to all trees planted in turf areas installed per manufadurer recommendations.
- Soil Preparation
Refer to planting specifications for so# preparation notes. - Hedera Helix Hahnii:
Hohns Ivy in flats@ 8" o.c. to occur under oil shrubs.
KEYMAP
N. T.S.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
0 10 20 40
S01J..E: 711 =201
V. W.D. DWG. NO_
11 AS BUILT"
~~ ~,11/,'1
TITLE+~~==-~~~~,.__,___ DATE
INSPECTOR
fsHml8 CITY OF CARLSBAD 1-----+----+----------------+----l------+---+-----I LJLJ ENGINEC:RING DEPARTMENT t----+----+-----~----------+----1------+---+-----I
SHEETS
36 DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
D VIN 8 Y f.MJ!St,L
CH KD BY: ---"s;s,<::"'"-l-J--.
RV\JD BY•
PROJECT t'-.!O.
CT99-03
DRA\A/iNG NO
397-2K
V.W.D. 02-004 l£N05-A
·.os:
-t -
• I I I I I
150
PLANTING LEGEND
Symbol
TREES
T-1
Symbol
SHRUBS
@
0 Botanical Name
Melaleuca quinquenervia
Botanical Name
Stre/itzia reginae
Trachelospermum jasminoides
I
--
-·~"'" "\ ·_._i.·;
I I I I
_J_
Common Name
Broad-leafed Paperbark
Common Name
Bird of Paradise
Star Jasmine
\
-l11te ' ; e er to_(Jvj}£ngmeeelsP/an~1cii'Ji-g?io_n.Comr-eJ- --~~~-j--_-_· · __ -~-~---~-·--.~.--~ mt,n,n.sc,,~.~-':' ~.rec•~•,-~~ 1 6 o .---·····--··-···------- _._..•-. - --·-·
--- -- -- -- -- -- -- -- -- ... - . .,.
--------~------
~ 'if§.
-- ····----
.,......-··
Size & Comments
24" box std.
Size & Comments
5 gal@ 48" o.c.
5 gal@ 48" o.c.
--i..,. + + + + + + + + + + + + + + + + '--t l
+~ □~ □□□□ ~µ □□□□ ~~~7
+ □ 0 □ □ □ □ □ □ □ □ □ □ □ □ □ □ +
+ + + + + + + + + + + + + +Y+ + + +
I
D.G. Trail; Refer to Civil Engineer's Plan
T-1
9 24
... "'
I
+ + + + + + + + + + + + + + + + + +i
::---- --~=--,,=-s-•
. --- ··--·-- - -
Notes:
Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contrador is responsible to provide all plant moterial required to conform to specified plant spacing. ~Indicates Tree Type
Indicates Tree Quantily----EE----lndicates Tree Size
Barie Mulch:
The contrador is to provide 3" deep medium grind redwood chips in aJ/ shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City Inspector approval prior to insta!lation. Available from: Recycled Wood Produds (714) 841-6989.
Root Ba"iers:
The Contrador is to provide root barriers for aJ/ trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both diredions.
Arbor Guards:
Install 'Deep Root" arbor guards to all trees planted in turf areas installed per manufadurer recommendations.
Soil Preparation
Refer to planting specifications for soi/ preparation notes.
Hedera Helix Hahnii:
Hahns Ivy in flats @ 811 o.c. to occur under all shrubs. 170
-----·-···· - - - --··
.-------- - ------
"" ,.,
170
KEYMAP
N.T.S.
77 , S ~~W7¼l¥i1 ~ '
t frri;f 0 .4-- l_Afp,,,.ri-r
-----------~
\
APPROVED FOR PLANTING
AND IRRIG .4 TIO N ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
78 PP-2
0 10 20 40
SCALE: 1 '=20'
V.W D DWG NO_
11 AS BUILT"
TITL~1='r fd(:t~
~ED BY, .
(__~-, & 9 ~ o.✓,"~
INSPECTOR' DATE
IMPROVEMENT PIANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
I
APPROVED 6Y j
1-------,1----t-----------------e-----l----l------l-------l 4,? &~ 14/~ &d ::1..u;/e,3, 1---+---+--------------~-----l-----l----l-----l----l ~C=I=T=Y=::=E=NG=;I~M!':;E;R':=:;-;::: (J=========:--~=·-=-='=D=Kr==E===:- DWN BY: FM. RSN PROJECT NO. DRAWING NO.
CHKD BY: __.::,:~·,,.__I+-- CT99-03 397-2K RV'w'D BY, ( '-
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INtTIAL DATE IN!TIAL
OTHER APPROVAL CITY APPROVAL
V.W.D. 02-004
PLANTING LEGEND
Symbol
TREES
T-1
Symbol
SHRUBS
@)
0 Botanical Name
Melaleuca quinquenervia
Botanical Name
Strelitzia reginae
Trachelospermum ;asminoides
-x-x
Common Name
Broad-leafed Paperbark
Common Name
Bird of Paradise
Star Jasmine
200
++-:-++
I
x-x-x-·-_-____ - -- -- --
Size & Comments
24" box std.
Size & Comments
5 gal @ 48" o.c.
5 gal @ 48" o.c.
200
Notes:
Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing.
G-lndicates Tree Type
Indicates Tree Quantity-EG----lndicates Tree Size
Barie Mulch:
The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to installation. Available from: Recycled Wood Products (714) 841-6989.
Root Barriers:
The Contractor is to provide root barriers for all trees planted within 51-0• of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both directions.
Arbor Guards:
Install "Deep Roof' arbor guards to all tre.es planted in turf areas installed per manufacturer recommendations.
Soil Preparation
Refer to planting specifications for soil preparation notes.
Hedera Helix Hahnii:
Hahns Ivy in flats @ 8" o.c. to occur under ali shrubs. ,.. "" ~
'Is + +_A+J..y
+ CT □ ,o I+
+ □ □ □ +
+ + + + +
- ------ --
=
DATE INITIAL
ENGINEER OF WORK
-- -----
-
230
,-, ,·-,,. ·--···- ------ --- -·- '\ ,_. \ ,'
" ,' i
I
KEYMAP I!
N.T.S.
PP-3
0 10 20 40
SCA1£: 1"-20'
V.WD DWG. NO
APPROVED FOR PLANTING
11 AS BUIL T 11
FJ'M--~ ~le,~ AND IRRIGATION ONLY,
INCLUDING PRECISE ~ 1r NC r.
TITLE DATE
. LOCATION OF PLANTING
~;~ AREAS. ,,-.r, o"?/K\s&!i
.INSPECTOR ' - DATE
I s;~T I CITY OF CARLSBAD SHEETS
ENGINEERING DEPARTMENT 36
IMPROVEMENT PJANS FOR:
POINSETTIA LANE MEDIANS
I AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED 9Y
4-6~£'1&-~ rrA R/1(i{oJ
CITY E;GI 1£eR ~ DA E
DWN BY FM. RSN PROJECT NO. DRAWING NO. DATE IN!TiAL DATE INITIAL CHKD BY: -....u.
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVwD BY: ( ' CT99-03 397-2K . -
V.W.D. 02-004 tEN05•A
03 0815
PLANTING LEGEND
Symbol Botanical Name
TREES
T- 1 Melaleuca quinquenervia
Symbol Botanical Name
SHRUBS
@ Strelitzia reginae
0 Trachelospermum ;asminoides
\J __ -1;! - -
"' I: I I I I I
·••'<e,;,,_~ I,;.
~ :;:;,·
-.. \
I I I I I I I ~ I I I I I I I I I I I
-f ,T
+ □
+ □
+ +
I I I I . I , I I I I I
T + . --- --
;>-<
□ □ +
+ □ □ +
+ + +
.250
240 )
\
l. I I I I I ' I I\ I I i '
-f +
+ □
+ □
+ +
·~-"- i
---13-1--- ---- ------ ---·-·----------·------~-~ --------- ------------------·--- -·-· ~"''"'
--- <-1- ····- -- ----ki.,••
Common Name
Broad-leafed Paperbark
Common Name
Bird of Paradise
Star Jasmine
---··· :~. - \A' -- -
• • • • • ■ ■: ~- B ■ ■ W ■ ■ II ■ / ■ ■ ■ ■ ; ■ ■ • • ., • I I V
• I I I I I I/ i I I I l_ 11 .~I' ! I I I I I I Ii I I I I I f i I I I I I I I /J-- :1, I I I I I I I I /I I I Size & Comments
24" box std.
Size & Comments
5 gal @ 48" o.c.
5 gal @ 48" o.c.
230
Notes:
- Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contrador is responsible to provide all plant material required to conform to specified plant spacing.
G--lndicates Tree Type
Indicates Tree Quanti/y--EE---Jndicates Tree Size
Bark Mulch:
The contrador is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City Inspector approval prior to installation. Available from: Recycled Wood Produds (714) 841-6989. - Root Barriers:
The Contrador is to provide root barriers for all trees planted within 51-0" of any hardscape including 1\11 ditches and entry monuments. Root barrier depth to be min. 2411 and run continuous along curb, sidewalk, 1\11 ditch and/or monument at a minimum of 101 from the center of the tree in both diredions. - Arbor Guards:
Install "Deep Roof' arbor guards to all trees planted in turf areas installed per manufadurer recommendations.
- Soil Preparation
Refer to pl.anting specifications for soil preparation notes. - Hedera Helix Hahnii:
Hahns Ivy in flats @ 811 o.c. to occur under all shrubs. =
KEYMAP
N.T.S.
DATE INITIAL
ENGINEER OF WORK
. - - -- ·- .. ··-·"···-,
. - . -- --
- -
I 'i I ! I \ I I I I I
■ ■ ·■ Ill •
I I I I I i/ I I I
• •
i \ I I
---
I
- .. --
I \ \ I .\
($)
---··--RCW (-·-·
T-1
7 24
0 10
5CA1£: 1·-20·
-
pp ... 4
20 40
VW.D. DWG. NO.
APPROVED FOR PLANTING "AS BUILT"
AND IRRIGATION ONLY, {?fu..~ w/9/dk INCLUDING PRECISE TITLE .tfesrt:Ff!C DATE LOCATION OF PLANTING .. ~E\JED BY,
AREAS. J~ ,.,'29 <it ez'tF('),.,.,c
INSPECTOR DATE
w CITY OF CARLSBAD w ENGINEERING DEPARTMENT 1 6
IMPROVEMENT Pl.ANS FOR:
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVEodr
/4 ~ ~~ tu.,;~ ~ ~/J;z./o3
CITY ENG~ ~ ' DATE
OWN BY: FM, RSN PROJECT NO. DATE INiTIAL DATE INITIAL CHKD BY: ~ DRAWING NO.
REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL RVwD BY, . ......L CT99-03 397-2K '
V. W.D. 02-004 LEN05-A
'
030
LEGEND
1. Tree with rootball.
2. Finish grade.
3. Curb or hardscape.
4. Root Barrier.
5. 3" crushed rock. Crushed rock
to be 6" below finish grade.
6. Undisturbed native soil.
7. Amended backfiJI.
8. A<Jiacent concrete paving.
TYPICAL SECTION
Scale: 3/8' - 1 '-0'
ROOT BARRIER
NOTES
Locate plants spaced equal distance (D)
from each other as shown.
1D1 is groundcover and shrub spacing as per
Plant Legend located on the Planting Plan.
Edge of paving, sidewalk, wall or curb
• • •
D D
• D •
• • • •
SECTION
Scale: 1 /2' = 1 '-0"
NOTES
A. Root barrier to be DeepRoot Tree Root barrier
produd #UB24-2. 24" module.
B. _ Length of barrier per side equals estimated
diameter of matured tree canopy plus 2'.
C. Install per manufacturers specifications.
D. Top of root barrier shall be set flush with
Finish grade.
SECTION FOR ALL PARKWAYS
Scale: 3/811 = T1-0'
•
•
•
PL-OC-01
SHRUB & GROUNDCOVER SPACING
l'l,lli-07
LEGEND
1. V.I. T. tree tie support stock no. LP.
(or approved equal).
2. 2" dia. x 1 O' Lodgepole Pine stake. Keep clear
of root ball. See specifications.
3. Water basin, 3' min. depth after initial watering
by hose. Remove basin in lawn areas and
as directed by Landscape Archited.
4. Finish grade.
5. 21 gram plant tablet. ~ ..A~ _
Prevailing
Wind
0 PLAN VIEW See specifications. _J",~ ~~ ,- J
6. Root ball. Install 1" ~ 1 "'~
b L• • h d "~ --0 <l..1~~ ./1,,q.,j
a ove nms gra e. ~ _,'Cl O y
7. Amended backfill. ~:p'°' d"t10
See specifications. _c: " c:J
8. Existing soil. -
'O
0 2 xwidth
SECTION
Scale: 3/8" = 1 '-0"
0 LEGENO
1. 1 or 5 go/. shrub.
2. Water basin, 3" min. depth.
3.Finish grade. _
4.Amended backfill. See specifications.
5.21 gram plant tablet. See specifications._
6. Existing soil.
7.Root ball. Install 1" above finish grade.
~ .
~c vv ~
Lvvv,: ~j \
¼~vJv-G~
c~~~~~~" --°0,W)
~
,;,~~ /;CY-"''"' •- _-_ ----------- - -.... .. . .... . ... .... . .... . . . . . . ' . , . . ............. - - -
2xwidth
SECTION
Scale: 3/ 4" = 1 '-0"
TREE PLANTING WI DOUBLE STAKE C SHRUB PLANTING
PD-1
~A.PPROVED FOR PLANTING
AND IRRIGATION ONLY, - fiJ'nJl-fJ+a=i/
INCLUDING PRECISE n~~
1 "AS BUILT"
DATE
LOCATION OF PLANTING "7..1EVED BY:
ARE AS. ~~"-l.J"F=. o•c:_,1~2 -~_
INSPECTOR:
1-----+---+----------------t----t-----t-----t-~ ~ C 1I1IN89lNG ~E1~~M~~AD w /MPROVEl;IENT PLANS FOR/
POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
DATE IN!TlAL DATE INI 1!AL DA TE iN!TI AL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL VW.D. 02-004 1£N05-A
LANDSCAPE PLANTING SPECIFICATIONS
PART 1 - GENERAL CONDITIONS
J. J Description:
A. Work Included:
J. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings.
2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shal! be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance.
1.2 Interpretation of Plans and Specifications:
A The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final.
B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adiustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability.
1.3 Quality Assurance:
A Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect.
B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city or other governmental authorities.
C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License.
D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by . the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work.
E. Property, etc., Damage responsibility:
1. The Contractor is to protect at all times al/ existing utilities, structures, trees, plants and other features intended to remain on and adiacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or iniury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property.
2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adiusfments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same.
F. Knowledge of site: It is assumed that the Contractor has visited the site and as well familiarized himself as to the site conditions and shall have verified all dimensions as ascertaining the means of getting into the site and any other factors affecting the work.
1.4 Costs:
A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be Contractor and these cost breakdowns shall be part of the contract.
B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. City Inspector must approve all changes to the plans.
C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work.
J .5 Product protection, storage and handling:
A Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others.
B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of some as direded by the Landscape Architect.
C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner.
D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shallbe provided and installed in strict accordance with plans and specifications prepared by Owner.
E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost.
PART 2 - MATERIALS
2. J Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas.
2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling.
2.3 Weed removal: Weeds, plus bermuda grass etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurrance of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds.
2.4 Plants:
A Inspection:
Plants shall be sub;ect to inspection and approval or rejection by the Landscape Architect at place of growth and/or the proiect site at any time before or during progress or work for size, variety, condition, latent defects and in;uries. Rejected plants shall be removed from the site immediately.
B. Conditions:
Plants sha/J be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound.
2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation.
2.6 Planting requirements for trees and shrubs:
A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting.
B. All backfill materials shall be mixed thoroughly on site before using.
PART 3 - EXECUTION
3. 1 Soil Testing:
A. After rough grading, soil samples shall be taken from enough location on the site to represent an adequate cross sedion of conditions.
B. Soil test shall be performed by a soil testing laboratory (pre-approved by the City).
The test shall indicate but no be limited to the following:
-Organic matter content
-N, P, K
-pH
-EC
-Soil texture ( silt, clay, sand)
-Recommendations for amendments, leaching, and maintenance fertilizations.
C. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and construction and shall become part of the approved plans:
D. Products specified by product name by the soil lab in the recommendations may be substituted with "or equal" products approved by the City.
3.2 Planting:
A Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slig.htly higher than finish grade after settlement.
B. Prune plants as directed by Landscape Architect.
C. All plants shall be watered immediately, before backfilling planting pits.
D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 611 at time of planting.
E. Plant al/ plants 5' minimum from irrigation heads (slopes only).
F. Scarify the sides of each root ball prior to planting if circular root is evident.
G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate.
H. Plant symbols take precedence over quantities specified.
3.3 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work.
3.4 Contractor shall submit all material receipts to Landscape Architect.
3.5 Maintenance:
A Maintenance period shall not begin until entire installation is accepted by the Owner.
B. Maintenance period shall be for the following duration: 90 days.
1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. -
Trees and shrubs, 15 gallon and larger. . . . 1 Year
Shrubs, 5 gallon and smaller. , ........... 90 Days
Ground cover ........................ 90 Days
Lawn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 Days
2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals.
C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance period in the presence of the Landscape Architect.
PS-1
VW.D. DWG NO
- 11 AS BUILT" APPROVED FOR PLANTING
AND IRRIGATION ONLY, f11vL/f?'t,::e;:/ e,/ef~
INCLUDING PRECISE TIT LE f'!Pe?,{~ DATE
LOCATION OF PLANTING ~E\,/ED BY,
AREAS. I - D D ......--("'-:l) ntl'I 6,!!l, ~
INSPECTOR - DATE
w CITY OF Ci\RLSBAD w 3 ENGINEERING DEPARTMENT 6
IMPROVEMENT PlANS FOR:
POINSETTIA LANE M,EDIA.NS
AT BRESSI RANCH
(From Station 68.0 Through 93+67)
APPROVED BY
A,:,; -~~ Ur---..~ J'<'.....t .,7. !.,~ "3
CITY i:NCffiR I ' DI\ TE
DWN BY: TCW PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL DATE IN1TIAL CHKD BY: ...._...__ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\,/D BY \ ' CT99-03 397-2K
V.WD. 02-004 I.ENOS-A
.. '
PART 4 - PLANTING NOTES
4.1 Landscape Contrador shall repair and/or replace any damaged plant material which is damaged due to his negligence.
4.2 Landscape Contrador shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construdion manager.
4.3 Landscape Contrador shall submit all amendment quantity receipts to construdion manager and/or Landscape Archited for approval.
4.4 Contrador shall perform all fertilizing in the presence of the construdion mana.ger or Landscape Archited. See Soil Preparation Requirement, this sheet.
4.5 Contrador is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities.
4.6 Plant symbols take precedence over plant quantities.
4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day.
4.8 Wilted plant material shall not be planted or used on the projed.
4.9 Do not damage plant root during transportation or planting process.
4. 10 Plant material may be rejeded at any time by the Landscape Architect due to condition, form or damage before or after planting.
4. 1 1 Landscape Archited shall approve final placement of all trees, shrubs and vines prior to planting.
4. 12 All surface rock and debris 1" and larger shall be removed from planting areas and then from the sire.
4. 13 Crown of plant shall be slightly higher, after settling, than adjacent soil.
4. 14 Prune trees as direded by Landscape Archited after inspection.
4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation.
4. 16 Any and all damage in new and existing paving caused by the Contrador shall be the responsibility of the Contrador and be repaired by the Contractor.
4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding.
END
DATE INITIAL
ENGINEER OF WORK
Soil Preparation
"For Bid Purposes Only"
Recommendation
To the extent all new landscape areas should thoroughly be tilfed to a minimum 9" depth. •. , ., ;
For turf and ground cover planting., the fo.J/owing amendments should be uniformly broadcast and thoroughly incorporated to a and thoroughly incorporated to a minimum 6" depth by means of a rototiller or equal.
AMOUNT/ 1,000 sq. ft.
- 4 cu. yds. Nitrog,en stabilized organic amendment
derived from redwood, fir, or cedar sawdust.
- 200 lbs. agricultural gypsum
- 20-20-20 fertilizer
The backfill mix for use around the rootba/1 should be prepared as follows:
- 6 parts by volume on-site soil
- 4 parts by volume nitrogen stabilized organic
a•mendment
- 15 lb. 20-20-20 fertilizer
Controdor to provide Soil Test from:
So";/ & Plant Lab
1594 North Main Street
Orange, CA 92863
(714) 282-8777
PS-2
V.WD DWG. NO.
'
APPROVED FOR PLANTING
'
11 AS BUIL T11
'
t,(?ft6 AND IRRIGATION ONLY, ~t/;1t_d!2J
TITLE f!¥-.....;.r:J!?llr
I ,
INCLUDING PRECISE DATE
'
LOCATION OF PLANTING ~IEVED :BY,
AREAS. oo ,,,,.:{) o,M~ - ' - '"""riATE INSPECTOR'
~ CITY OF CARLSBAD w 4 ENGINEERING DEPARTMENT 6
IMPROVEMENT PLANS FOR:
' POINSETTIA LANE MEDIANS
AT BRESSI RANCH
(From Station 68,0 Through 93+67)
APPROVED Sy"
i
~l{~k,,,~ ~ ~ ~~ vr~
~ .... d
CITY ENGI7R ~ DAtE
DWN BY· TCW PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ' • REVISION DESCRIPTION ' CT99-03 397-2K OTHER APPROVAL CITY APPROVAL RVWD BY, ( '
' ' '
V. W.D. 02414 l£N05-A
.
QS'\S~
..--:....:.----
MATERIALS LI ST:
0 I EACH PRESSURE REDUCING AND PRESSURE
SUSTAINING VALVE, CLA-VAL 92G-Oi, BCSKCY, C. I.
@ 6' PVC TO CONNECT TO CLEAN-OUT TO EAST AT POTABLE PRS BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR,
XIOI INDICATOR !SEE MISC. UNDER TELEMETRY SYSTEM
COMPONENT LI ST J.
I EACH 6' PF!ESSURE RSDUC/NG AND PRESSURE
SUSTAINING VALVE. !SAME DESCRIPTION AS ITEM NO. I J.
I EACH 6" PRESSURE RELIEF VALVE, 50A-OI BCKOGY,
C. I. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, CRL 20-200 PS I RANGE.
0 ®
®
0 @
@
@
@
(f])
@
@
@
2 EACH 12' GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 6' GATE VALVE, CL 125 FLANGES, WITH HAND WHEEL.
2 EACH !2Xl2X8' FABRICATED /0 GA. STEEL COMBINATION
TEE, BEND, AND SPOOLS WIRH THRUST
COLLARS PER DRAWING, WELDED JOINTS, CL200
FLANGES.
I EACH 8X6' FABRICATED /0 GA. STEEL TEE, CL/50
FLANGES, WI TH MORT AR LIN I NG.
I EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH
BEND, CL/50 FLANGES, VICTAUL/C COUPLINGS, MORTAR LINED
WI TH PORT I ON COATED.
2 EACH !2X8' CL/25 FLANGED REDUCER WITH MORTAR
LINING.
I EACH 12' CL/50 FLANGED SPOOL WITH MORTAR LINING.
I EACH 12' CL/50 FLANGED SPOOL WITH V!CTAUL!C COUPLING
AND MORTAR LIN I NG.
I EACH 8' CL/50 FLANGED SPOOL WITH MORTAR LINING.
I EACH 8" CLl50 FLANGED SPOOL WITH V!CTAUL/C COUPLING AND MORTAR LINING. 3 EACH STYLE 77 V!CTAUL!C COUPLINGS.
I EACH SUMP PUMP "LITTLE GIANT' V4 HP AUTOMATIC,
CAT. '506909 GRANGER'3P639A
I EACH I½' PVC LINE TO CONNECT TO CLEAN-OUT TO EAST
© POTABLE PRS. !½' GALVANIZED SUPPORT BRACKET.
@ 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE - MOUNTED ON RAISED CEMENT. @
@
@
@)
@
@
®
@
@
@
®
®
@
(jj;
®
®
®
®
@
@
@
@
I EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING! I NC LUD I NG P. C. C. THRUST COLLAR WALLS.
I EACH 36X36' HATCH, B!LCO TYPE J-4AL. RUN HATCH DRAIN TUBE TO DAYLIGHT OR CURB.
I EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. 2 EACH 6' PVC VENT PIPES.
2 EACH 6" PVC 90' BENDS.
2 EACH 6' PVCX STEEL ADAPTERS.
2 EACH 6' 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6' STEEL INTAKE AIR CAP, ALHAMBRA FDRY.
MODEL NO. A-2163 (GALVANIZED!.
2 EACH CONCRETE VENT PIPE ENCASEMENTS.
NOT USED
NOT USED
NOT USED
CONCRETE THRUST BLOCK I NG.
TYPE OF FITTING WILL DEPEND ON TYPE OF PIPE.
ME CHAN I CAL JO I NT FITTINGS ARE NOT PREFERRED.
2 EACH 8' SLIP ON/WELD ON FLANGES.
2 EACH 12' SLIP ON/WELD ON FLANGES.
PRESSURE TRANSDUCERS
4 EACH I" - 3000 LB. GAUGE COUPLINGS.
2 EACH 8X6' CL/25 FLANGED REDUCER WITH
MORTAR LINING.
@ I EACH 2' BLOW-OFF. BLOW-OFF MAY NOT BE
NECESSARY DEPENDING ON PIPE PROFILE.
CEMENT COATING. LEAVE ON TO FIRST FLANGE.
WRAP ALL BURIED METAL
OUTLET PIPE AND FITTINGS
WITH PETROLATUM WAX TAPE PER AWWA C-217 AND PARAGRAPH
3. 4 ON CP-4
-CC)
!
T.P. = l?t./9
7 12' PVC (CL 200!
21 4
L,. D , I
I~ f. ]'\ ~ i
i , :
!.., i•·" D , ·•· ' '
4 D- '
i,,. ; " "" - I
: 0 ,
; 6. ,:,
; '
I I p
SEE PLAN VIEW SHT. 5
5 3
r1~
II 11
"'1: !-.---@ I I
i I
ITTAL BOX
3 4
SECTION A-A
SCALE½' = I'
-,_o
5 I
I
,·
I> 9 ~~
8 ,,, 1' ~
!
i 1 J
I> ! •
PLAN-RCW PRESSURE REDUCING STATION
46 r
v
7 CONTRACTOR TO VERIFY ALL
PIPE LENGTHS GENERAL NOTES: VAULT FLOOR SLAB, WALLS, TOP. SECTION, MANHOLE FRAME AND COVER SHALL BE DES I GNED ii N CONFORMANCE WI TH
AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING
EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE
OF A ?RECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AN{)
DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT.
BY THE CONTRACTOR, FOR APPROVAL.
'
I I
ALL WORK SHALL CONFORM TO THE PLANS AND
SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER
DISTRICT.
ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT
APPROVED EQUALS.
PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR
END CAPS AND GASKETS SHALL BE MADE AS NECESSARY
BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL
SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING
AND VAULTS PRIOR TO FABRICATION.
ALL WORK SHALL BE EXECUTED IN CONFORMANCE
WITH APPROVED SHOP DRAWINGS.
'
ALL INTERIOR PIPING, VALVES 'AND FITTINGS SHALL BE,
SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS.
ALL STEEL PIPE SHALL BE MORT~R LINED AND COATED
PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED.
REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST
COLLARS. ;
ALL ACCESSORY PIP I NG, TUB I NG,, CONDUIT AND OTHER
COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING
CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE
TYPE.
1 EL=l77. 94' CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE F/NIS1ED SMOOTH AND EVEN PER
SECTION B-/3 'SURFACE FINISHES' OF DISTRICT STANDAPDS.
TO DISCHARGE
MANHOLE AT
POTABLE PRS
=
47 ::.: i
U)I
I I - '
N!
ELECTRIC SERVICE
SINGLE PHASE 1201240 VAC
MYERS ME -UG I 25.~ ,
SERVICE PEDESTAL
WITH 100 AMP MAIN. I I
!CIRCUIT SCH: AS SHOWN!. l.,K~1
/"'"'-0
TELCO JUNCTION BOX -:
!BXBX6' J ATTACH TO I j : j r''!..-
SI DE OF PED. ~ \.J ·, I O I ~ ~
CIRCUIT SCHEDULE
CIRCUIT I ZOAMP LIGHTS & OUTLETS
CIRCUIT 2,20AMP TIME CLOCK & FAN
CIRCUIT 3'20AMP SUMP PUMP
CIRCUIT 4 20AMP TELEMETRY
NnN-METALLIC CONDUITS
CONC. ENCASE
PRIVATE ONLY
' --~·- -
TO DISCHARGE 8
~~op' ~t CV-{
I ~Hi' I = ... •. . . t
2' CONDUIT i \ I j \\_ . :" p
MAN HO LE AT 1 7 f---!----+---+--1
ii i~7~0 SOURCE---+;..1t,J/ ~LECTR!C CONDIJI
ca
;_ II
'"
3 f/
POTABLE PRS T ~ -~ r' n
3 SECTION B
N. T. S.
<=::::::1.,:::::/ TO WATER VAULT 2' PVC ELEC. CONDUIT
WITH PULL ROPE TO
SDGE TRANS. STA. NO.
2 I 3-83. ( 300' ± J
2' TELCO CONDUITi
TO WATER VAULT
SERVICE PEDESTAL DETAIL
N. T. S.
6,---,=,-..,.-,-l------
19 I "
C •
7~j
SECTION C
N. T. S.
REVIEWED F.fY:
' I I !
' '
I:
[. ~i n
' . T
' .. n
C '
irR NcH,I '
TRENCH DETAIL
N. T. S.
VVVD DWG NO.
0-200 P. S. I. DOWNSTREAM 1/,' BRASS NIPPLE-~ ~--./Xl/4' BRASS BUSHING 0-300 P. S, I. UPSTREAM I' ;MIP X FIP BALL CORP
IXl/4' BRASS BUSHING---;====~i:__,1/,,, GAUGE COCK s!/d\,..,__j/FO!i/D FB 1700: JONES J-1951 J I' M!P X F!P BALL co,----1 I, CL 3000 STEEL COUPLING ~----C._r-~7_-----=---~/ ·~cL 3000 STEEL COUPLING !FORD FB 1700; JONES J-/931
PIP I NG PER PL/Jrfl-------c,,__ ______ ---rE'-
12' PVC !CL /50!
--SEE PLAN VIEW SHT. 5
GAUGE DETAIL
N. T. S.
PIP I NG PER PLAN---',L-------,4-
PRESSURE TRANSDUCERS TO BE INSTALLED ON THE
SAME SIDE OF VAULT AS THE TELEMETRY tNCLOSURE
VWD DWG.NO
__Ji ,,--- -
1-------ar-:-===~=========================l====[===r===J====ir::i===~j ;=:=======:::::l:==::;-:====--! 1-------a--+-------------+---l---l-----l---l CITY OF CARLSlfL4iJ) SHEETS ENGINEERING DEPARTMENT 3 6 l----l---t------------------t---1------t---+---l IIHWNEIIENT Pl.ANS FOR:
POINSETTIA LANE INSTALL HOSE BIB AT BODY PLUG LOCATION- PRESSURE RELIEF VALVE.
@ TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED ELECTRICAL NOTE:
SCALE¼' = I' VALLECITOS WATER DISTRICT 1-"-1-"-J-------------+--+----1--~--l AT BRESSI RANCH
RCW PRESSURE REDUCING ST AT/ON DETAILS
TO / I Ov RELAY.
F""i IIBHl''9 Kimley-Horn
~!IBLJ and Associates, Inc.
EngL1e-s:lng, ~1c:i,:1nl:1g cr,,j Erwlroni":lentd Ccnsultoni"s 317 Fc,1...;;-·r(-~ :iYBr'iJS ·· SulT-e 30! - Sen L'iego. Cc. - 92101 Teli (::i/3; 234--9<1;l Fax; (6iSJ 234-9.:133
EXACT LOCATION OF ELECTRICAL
COMPONENTS TO BE DETERMINED
BY DISTRICT REPRESENTATIVE
DURING CONSTRUCTION
-------------------
30894 DATE
VWD 02-00·4
---------------------------------------------------------------------------------------------.......,.......,,.......-,--,--------------.
VALVE POS.
TRNVS.rTYPJ
¾' C-f-2C"l8SH
INT AKE BUJ#ER
GRANGER "4C943 OR 4YJ33
2©314' C-/-2'/BSH
ACCESS HATCH
F AJ/ 9NITCH AJ/D TIMER
WEATHER PROOF TIME CLOCK
!Nl"ERMATIC "2T250/A
UGHTING 9NITCH
HATCH SWITCH (ZS-!J
ALLEN BRADLEf UMIT
SWITCH 802T Tf PE
OR APPROVED EQUAL
TO TURN ON UGHTS
¾" C-/-2"/BSH
¾"C-!-2"/BSH
>
/_/
\_
n
•
0 (~ R / Vv -------
◊
\
\
----~ \\
'" i I
·1
I ,!
~
',-> I
"' '-_,/
~
D
1 !
' ti • i
I
i
' i "
' • I, I ' I> .
• .
i • I
I
/',
I .
t
/', ·i : "' 0 "' /', -:, : r
I "' "'~----,___,__• -- PEIPIT-2 . l1 ~----------PE/PIT-/ , 1>1 t> I I t> 01 i
i
I
POWER J-BOX
/NEMA 4XJ
~-------- ¾' C-1-2"/BSH
SUMP PUMP
SP-l.UTTLE GI.ANT
GRANGER *3P639A
¾' C-f-2C"/8SH
TELEMETRY SYSTEM COMPONENT UST
/NO SUBSTITUTIONS)
BL/'CK BOX CORP.
PD.BOX /2800
PITTSBURGH.PA 15241
PHONE {124) 146-500
FAX /800) 312-0146
I-MODEM 3600 STANDALONE.ITEM "MD880A
I-MODEM 3600 R/'CKMOUNT,ITEM "MD880C
SCADA /10 EQUIPMENT
STANDARD PRV TELEMENTRY
OPT022 !/0 HARDWARE AVAIUBLE AT:
OPTO 22
CONT ACT: SCOTT WINROW
43044 BUSINESS PARK DRIVE
TEMECULA,CA.92590
PHONE /800) 321-6186
#ARDWARE REQUIRED:.IFOR WATER OPSJ
I-ACTA
I - SNAP-B/2M
I-SNAP-PS5
I - SNAP-PS24
/- SNAP-B3000
AS NEEDED - SNAP OAC5 110 VAC OUTPUT MODULES
AS NEEDED - SNAP /AC5 /10 V AC 4 CH.INPUT MODULES
AS NEEDED - Arv /0, 5 voe ANALOG INPUT M~LES
2 - PRESSURE TRANSMITTERS
MODEL PMC /33-INIF28604S
MISC.
CLA- VAL SPECIAL ICCESSORJES
2-X!ITC VALVE POSITION TRANSM!TTERS
OR APPROVED EOU/JL(TO BE INSTALLED ON PRV'SJ
HOFFMAN ENCLOSURE WITH PANEL (3(J'H x 24'1/V x !2'D)
I-D-L30H2412LPB ENCLOSURE
I-A-30P24 PANEL
/OR EQUAU ·
R!TTAL "AEl316 MOUNTED TO WALL WITH UNIT STRUT
MOUNT AND WIRE ENCLOSURE WHERE ICCESSBLE IN V /JJJLT
NOTES:
I. COORDINATE WITH CMWD OPERATIONS rTELJ6G-438-212J FOR ADDITIONAL REQUIREMENT .
CONTRACTOR SHALL PROVIDE APPUCATION FOR SERVICE AND PAY ALL
FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION UNE.
STRIJ,'
V/J/JLT
WAU..
0 0
TO POWER JUNCTION BOX.
FAN TIME CLOCK-INTERMATIC 2T250/A GRANGER STOCK
UGHT /INTRUSION SWITCH TELEMECANIQUE MODEL "XCKJ/054/HT WIRED TO ACTIVATE UGHTS WHEN UD IS OPEN.GRNVGER STOCK
"488//.
CONTROL J-BOX
RITTAL BOX
~---------- (NEMA 4XJ
12' M.J.xM.J. G.V.@ R/W
WI l6xf2' REDUCER
PAR AY ~F/'CE OF CURB
SIDEWALK
TfPE
~:40)
ITEM
I
2 3
4 5
6 1
NOTE:
ALL ELECTRICAL EOUI PM ENT SHALL BE
SUIT ABLE FOR USE IN WET LOCATION
DESCRIPTION
WALL MOUNTED FLUORSCENT FIXTURE.4'
LONG MOLDED HIGH IMPACT RESISTANT
ABS PLASTIC HOUSING WITH HIGH IMPACT
ACRYUC DIFFUSER.WITH CAPTIVE LATCHES,
COMPLETEff CASKETED NVD ENCLOSED
SUITABLE FOR WIT AND CORROSIVE
LOCATIONS.
OUTPUT INPUT ANA DISC.
X X
X X
X X
X X
X X
X X
X X
MOUNTING VOLTS NO.OF LAMP TfPE TOTAL
LAMPS WATTS
CE/UNG 120 2 F40T/2 JOO MOUNT
INPUT /OUTPUT (//OJ SCHEDULE
PRESSURE REDUCING STATION
POINT DESCRIPTION
UPSTREAM PRESSURE PIPE I
DOWN STREAM PRESSURE PIPE I
SDG&E POWER FAIL
VAULT INTRUSION
PRV VALVE NO: I POSITION
PRV VALVE NO: 2 POSITION
SINGLE POINT LEVEL DETECTION
I½' C-/0"!2.
'-----------5~2GNU
I ½ "CJ-2C" !SSH
MANUF/'CTURER AND
CATALOG NUMBER
UTHONIA CAT."
DD-240A-WLF
OR EQUAL
LOCATION REMARKS
PE/PIT-/ PRESSURE TRANSDUCER
PEIPIT-2 PRESSURE TRANSDUCER
RELAY-MT.ENCLOSURE WHEN POWER IS OUT
ZS-/ HATCH SWITCH
Zl-1 ?OS. TRANSMITTER
Zl-1 POS. TRANSMITTER
BELOW RITT AL ENCLOSURE FLOAT SWITCH/VAULT FLOOD
ELECTRIC SERVICE
SINGLE PHASE 1201240 V AC
MYERS ME-UG 125
SERVICE PEDESTAL --~.
WITH 100 AMP MAIN. I ,,_,_j
0 ,,_,'"-" r1
/CIRCUIT SCH.AS SHCJIVNJ 1"'-'" Y 1
'C ".,_J
~. c"-
""n I ,
EASEMEWT LINE-"-:
TELCO JUNCTION BOX
/8X8X6'J ATT /'CH TO
SIDE OF PED. t-71i
1 c'L o I . .
' ~~~ ~t
2' CONDUIT
TO TELCO SOURCE
' 1:9f :c:___;~t
I,\ I \,·" ===> '~I=> -
RCW PRESSURE REUEF VALVE
DISCHARGE TO CLEANOUT AT _,J
POTABLE PRS
12' M.JJrM.J.G.V.@ R/W
HATCH~
SERVICE PE DEST AL
VAULT
SUMP PUMP DISCHARGE
~ TO CLEANOUT AT POT ABLE PRS
~ ~--_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-'_cc.._-_-_-_-_-_-_-_-_-_-_-_ VENTS
ENGINEER C)F WORK
2" PVC ELEC.CONDUIT
WITH PULL ROPE TO
SDGE TRANS.ST AT/ON.
.. i: ,;; 2' ELECTRIC CONDUIT
~ TO WATER VAULT
\
2' TELCO CONDUIT
TO WATER VAULT
L ___________ ~,.,~~d~do-1
PLAN VIEW CfilRLESR~. E. 30894 ofu
VALLECITOS WATER DISTRICT
NOT TO SCALE
BENCHMARK:
,·DESCR l PT l ON: STANDARD STREET SURVEY MONUMENT
I LOCATION: STA.288•89 EC ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL
RS-/800,288•89
ELEVATION: 311.407 MSJ.
11 AS BUil T"
U4{~
R.C.E. J68'tl{ EXP. 0,1fltfQI'.
' REVIEWED BY:
J sH3EE6T I CITY OlF Cr\RLSBAD J SHEETS J
r----J-----t---------------+---+--i----1-----1 ENGINEERING DEPARTMENT 36 1------,---t----------------+---+--+----+----l
IMPROIEIIE!ff Pi.MS FOR,
POINSETTIA LANE
f----t--+----------------J---+--+----1----l AT BRESSI RANCH ROIi PRESSURE REDUCIN6 Sf liTION fJ£f NlS
VWD 02-004
--·--------------······-··---
VICINITY MAP
SIGNING AND STRIPING NOTES
"DECLARATION OF RESPONSIBLE CHARGE"
2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING PROJECT
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CONTRACT NO. 6001-22E
FOR
SHEET INDEX
WORK TO BE DONE
PROJECT LOCATION
CITY COUNCIL
DETAIL A - WORD AND ARROW
BIKE LANE MARKING
SIGN LEGEND
BEGIN END
“ ” “ ” “ ”
“ ”
“ ”
PROJECT LOCATIONS
CARLSBAD VILLAGE DRIVE
TAMARACK AVENUE
CANNON ROAD
POINSETTIA LANE
LA COSTA AVENUE
OLIVENHAIN RD
DETAIL F - BIKE SHARROW
WITH GREEN PAINT
DETAIL B - CONTINENTAL
CROSSWALK MARKINGS
DETAIL C-GREEN BIKE LANE SKIP
DETAIL E-GREEN BIKE LANE SKIP AT CURB
DETAIL D-GREEN BIKE LANE SKIP WITH 6" LINE
GENERAL NOTES
LEGEND:
SLURRY SEAL TYPE I & II CROSS SECTIONS:
LEGEND:
LEGEND:
LEGEND:
LEGEND:
CARLSBAD VILLAGE DR
CELINDA
DR
CARLSBAD VILLAGE DR
DONNA
DR
LEGEND:
CARLSBAD VILLAGE DR
APPIAN RD
APPIAN RD
AVENIDA
DE ANITA
CARLSBAD VILLAGE DR
EL
CAMINO
REAL
D
LEGEND:
CARLSBAD VILLAGE DR
PONTIAC
DR
CARLSBAD VILLAGE DR
SANTA
CLARA
WAY
CONCORD
ST
LEGEND:
CARLSBAD VILLAGE DR
CARLSBAD VILLAGE DR
LEGEND:
CARLSBAD VILLAGE DR
TAMARACK
AVE
CARLSBAD VILLAGE DR
CHATHAM
RD
VICTORIA
AVE
LEGEND:
CARLSBAD VILLAGE DR
COLLEGE BLVD
GLASGOW
DR
LEGEND:
TAMARACK AVE
CARLSBAD
BLVD
GARFIELD
ST
TAMARACK AVE
HIBISCUS CIR
SHERIDAN PL
LEGEND:
TAMARACK AVE
LINMAR LN
JEFFERSON
ST
I-5 SB ON
RAMPI-5 SB
OFF
RAMP
I-5 NB
OFF
RAMP
I-5 NB ON
RAMP
TAMARACK AVE
PIO PICO DR
ADAMS
ST
ADAIR
WAY
MARGARET
WAY
LEGEND:
TAMARACK AVE
POLLY LN
JAMES DR
HIGHLAND
DR
TAMARACK AVE
SCOTT DR
VALLEY
ST
PARK
DR
LEGEND:
TAMARACK AVE
CRESCENT
POINT RD
ALDER
AVE
LEGEND:
TAMARACK AVE
SUNNYHILL
DR
SKYLINE
RD
HIGH
RIDGE
AVE
TAMARACK AVE
LEGEND:
AMBERWOOD
CT
BIRCHWOOD
CIR
TAMARACK AVE
E POINTE
AVE
PALISADES
DR
EL
CAMINO
REAL
TAMARACK AVE
LA
PORTALADA
DR
LEGEND:
TAMARACK AVE
PONTIAC DR
ROBERTSON
RD
TAMARACK AVE
LEGEND:
TAMARACK AVE
KIRKWALL
AVE
TAMARACK AVE
EDINBURGH
DR
LEGEND:
TAMARACK AVE
CARLSBAD
VILLAGE DR
LEGEND:
CANNON RD
EL ARBOL
DR
LOS
ROBLES
DR
DWY
DWY
CARLSBAD BLVD
CANNON RD
LEGEND:
I-5 SB ON
RAMP
I-5 SB OFF
RAMP
I-5 NB OFF
RAMPI-5 NB ON
RAMP
AVENIDA
ENCINAS
CANNON RD
CANNON RD
PASEO DEL
NORTE
DWY
LEGEND:
CANNON RD
CAR COUNTRY
DR
CANNON RD
LEGOLAND
DR
LEGEND:
CANNON RD
GRAND
PACIFIC DR
CANNON RD
LEGEND:
CANNON RD
FARADAY AVE
LEGEND:
POINSETTIA LN
CARLSBAD
BLVD
POINSETTIA LN
AVENIDA
ENCINAS
I-5 SB ON
RAMPI-5 SB OFF
RAMP
CARLSBAD BLVD
LEGEND:
POINSETTIA LN
I-5 NB
ON
RAMP
I-5 NB
OFF
RAMP
PASEO
DEL
NORTE LOWDER
LN
POINSETTIA LN
BATIQUITOS
DR
LEGEND:
POINSETTIA LN
SNAPDRAGON
DR
POINSETTIA LN
CRYSTALLINE
DR
LEGEND:
POINSETTIA LN
AVIARA
PKWY
POINSETTIA LN
DWY
BRIGANTINE
DR
LEGEND:
POINSETTIA LN
BLACK
RAIL RD
POINSETTIA LN
FISHERMAN
DR
LEGEND:
POINSETTIA LN
AMBROSIA
LN
POINSETTIA LN
CASSIA RD
ENCELIA PL
SPARTINA
CT
ARTEMISIA
CT
LEGEND:
POINSETTIA LN
POINSETTIA LN
SKIMMER
CT
LEGEND:
POINSETTIA LN
EL CAMINO
REAL
POINSETTIA LN
ESTRELLA
DE MAR RD
POINSETTIA LN
POINSETTIA LN
ALICANTE
RD
LEGEND:
LEGEND:
POINSETTIA LN
QUARTZ
WAY
POINSETTIA LN
MICA RD
LEGEND:
POINSETTIA LN
EL FUERTE
ST
POINSETTIA LN
LEGEND:
POINSETTIA LN
PASEO
ESCUELA
POINSETTIA LN
PASEO CORTO MELROSE
DR
LEGEND:
LA COSTA AVE
DWY
I-5 SB
OFF
RAMP
I-5 SB ON
RAMP
I-5 NB
OFF
RAMP
I-5 NB ON
RAMP
PIRAEUS
ST
LA COSTA AVE
LEGEND:
LA COSTA AVE
LA COSTA AVE
SAXONY
RD
LEGEND:
LA COSTA AVE
LA COSTA AVE
LEGEND:
LA COSTA AVE
LA COSTA AVE
LEGEND:
LA COSTA AVE
EL CAMINO
REAL
DWY
LA COSTA AVE
DWY
LEGEND:
LA COSTA AVE
FAIRWAY LN
LEGEND:
OLIVENHAIN RD
LOS PINOS CIR
DWY
DWY
OLIVENHAIN RD
CAMINO
ALVARO
RANCHO
SANTA FE RD
BID ALTERNATIVE
LEGEND:
LEGEND:
LINMAR LN
JEFFERSON
ST
I-5 SB ON
RAMPI-5 SB
OFF
RAMP
I-5 NB
OFF
RAMPI-5 NB ON
RAMP
TAMARACK AVE
PIO PICO DR
ADAMS
ST
ADAIR
WAY
MARGARET
WAY
TAMARACK AVE
ADAMS
ST
ADAIR
WAY
MARGARET
WAY
LEGEND:
CANNON RD
I-5 SB ON
RAMP
I-5 SB OFF
RAMP
I-5 NB OFF
RAMP
I-5 NB ON
RAMP
AVENIDA
ENCINAS
CANNON RD
PASEO DEL
NORTE
LEGEND:
CARLSBAD
BLVD
CARLSBAD
BLVD
POINSETTIA LN
POINSETTIA LN
I-5 SB OFF
RAMPPOINSETTIA LN
I-5 SB ON
RAMP
CARLSBAD BLVD
LEGEND:
POINSETTIA LN
I-5 NB ON
RAMP
I-5 NB
OFF
RAMP
PASEO
DEL
NORTE LOWDER
LN
POINSETTIA LN
BATIQUITOS
DR
LEGEND:
LA COSTA AVE
DWY
I-5 SB
OFF
RAMP
I-5 SB ON
RAMP
I-5 NB
OFF
RAMP
I-5 NB ON
RAMP
PIRAEUS
ST
LA COSTA AVE
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY
THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COD£ RESOLUTION OR COND/7/0NAL
APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS
USTED HERON AS THEY MAY PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR
ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANC£ A CERT/FICA T[ OF INSURANCE MUSTBE FILED NAMING THE
CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF 'A' AND A SIZE CA ![GORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. ND WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED FORM THE CITY AND OTHER APPROPRIA T[ AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTrD PRIOR TO THE DEADUNE DAT[ OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT WRITTEN
APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIA T[ SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT
CONDITIONS BY THE EINGINNER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS TO THE PROJECT SIT[ FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS
AND, (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A
PROFESSIONAL ENGINEER OF THE STAT[ OF CALIFORNIA, PR/NC/PALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MEC/IANICS, THE
SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY
SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SIT[ PRIOR TO
THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL
REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK.
THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (438-3634) AT LEAST FIVE (5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION APPROVED ORA WING MUST BE AVAILABLE PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE 24-HOUR ENGINEERING INSPECTION REQUEST LINE AT (760)438-3B91. INSPECTION REQUESTS MUST 8£ RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO. THE CITY ENGINEER AND/OR CONCERNED
AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND
APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLANS SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBM/TlED TO THE INSPECTOR PRIOR TO EXCAVATION.
15. IF ANY ARCHEOLOGICAL RESOLIRCES ARE DISCOVERED WITHIN ANY WORK
ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TT[£ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL fHE-f>Et?MITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
16. ALL OPERATIONS CONDUCTED ON THE SIT[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR7URE OR OPERATION OF
TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY
OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH
FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
17. ALL OFF-SIT[ HAUL ROUT[S SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL
WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR
SHALL BE RESPONSIBI E FOR ANY DEBRIS OR DAMAGE OCCURRING
ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
18. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
19. THE CONTRACTOR SHALL NOTIFY AFFECTrD UTILITY COMPANIES (SEE
BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACIUTIES ANO SHALL COORDINA T[ WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
* CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
* SAN DIEGUITO WATER DISTRICT
* LEUCADIA COUNTY WATER DISTRICT
* VALLECITOS WATER DISTRICT
OL/VENHAIN WATER DISTRICT
BUENA SAN/TA TION DISTRICT
• AS APPROPRIA T[
B00-422-4133
760-438-6200
800-995-3867
800-626-6299
760-287-3777
760-839-4681
760-753-0155
760-753-0155
760-744-0460
760-753-6466
619-565-5657
20. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MNNifA/N ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELYRESPONS/BLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
21. THE EXISTENCE AND LOCATION OF UTILITY STRUC7URES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUC7URES NOT SHOWN OR IN LOCA ffDI,/ DIFFERENT FROM THAT SHO'IIN IN THE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUC7URES NOT SHOWN.
STREET NOTES
I. AC7UAL STRUC7URAL SECTIONS WILL BE DETERMINED AF7FR "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUC7URAL SECTION MUST BE
SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL, A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.
UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANDHOLDS SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA !IONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE "CUTOFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUT7FRS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2,000. FOR PR/VAT[ STORM DRAINS. PIPES UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN
TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE H'fDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE 0/SWRBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPE7UATrD, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR.
LEGAL DESCRIPTION
PARCEL '8' OF BOUNDARY ADJUSTMENT 543, DOCUMENT NO. 1999-00B5753 FILE IN THE omcE OF SAN DIEGO COUNTY RECORDER, FEB. 11, 1999.
REFERENCE DRAWINGS
CITY OF CARLSBAD
DWG NO. 318-5, 314-3 ANO 397-2
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY ___ METHODS FROM INFORMATION GATHERED ON MAY 11
19 98 BY SAN-LO AERIAL SURVEYS
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) . 21 J-030-18
THE CALIFORNIA COORD/NA T[ INDEX OF THIS PROJECT IS:
1990-6252
BENCH MARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON
ON CENTERLINE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L. DA 7UM: N.G. V.D. 29 _ _:.:=:..:=:..=_ ___ _
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID.
FOR YOUR DIG AI.ERT 1.0. NUMBER, CAI.L UNOERGROUND SERVICE ALERT:
7fJU. RfEE 1-800-422-.ftJJ; TIK1 WUffKfNG OAYS BEFORE YOU DIG.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SIT[ SUFFIC/ENTL Y AHEAD OF THE CONSTRUCTION
TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT JS FOUND THAT THE LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
T.- \Engr\1325\Plans-Fuerte\fmprovements\1325imp01.dwg 01/08/2003 02: 21: 10 PM PST t
I l
5 BRESSI RANCH
I
RO D
MELROSE
DRIVE
EL FUERJE
io:l S7R££T
\
VICINITY MAP
NOT TO SCALE
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO.S 4349, 4350, 4351, 4352, 4353 DA TED OCT. 7, 1998.
POINSEmA
LAN£
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENOA TIONS BY LEIGHTON & ASSOC/A TES, DA TED SEPTEMBER 8, 1998.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CALRSBAD STANDARDS.
B. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES".
9. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF/CATIONS DOCUMENT NO. 769692.
10. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN, DOCUMENT NO. 769691. •DECLARATION OF RESPONSIBLE CHARGE•
I HEREBY DECLARE THAT J AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COD£ AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND IHA T THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS ------------------
A DD RESS: 701 8 STREET, SUIT[ 800
CITY, STAT[: SAN DIEGO, CAUFORNIA
TELEPHONE: (619) 235-6471
I- Zo/ -tJ )ATE:
EL FUERTE !bTREET
LEGEND
QUANTITY UNIT ITEM STANDARD DRAWING SYMBOL
376,035 SF
10,688 LF
452 LF
32,723 SF
2,260 SF
3,962 SF
182 LF
6 EA
2 EA
14 EA
15 EA
1 EA
54 EA
2 EA
4,793 LF
4,318 LF
597 LF
718 LF
746 LF
782 LF
-8 EA
I Z2) EA
i /'i.t) EA
/ _6 EA
~/~
EA
-73 EA
2 EA
10 EA
-.
10 1 EA
' ~ EA
4,300 LF
14 EA
16 EA
39,810 LF
1808 LF
ASPHALT PAVING---- ---- - - --- - CA.lfLSBAD GS-1 - - ------- - r--··--·------'f· j 6" TYPE 'G' CURB & GUTTER--------- SDRSD G-2 --------'----"'- ..
6" TYPE 'A' A.C. DIKE------------ SDRSD G-5 ------ 7:o, ---,,..- ·, .
PCC SIDEWALK - 4" TH/Cl(_ _________ SDRSD G-7 -------;- ---+- 2" THICK X 4' WIDE TEMP. A.G. SIDEWALK---------------:-------- V// // /! REMOVE CURB & GUTTER __________ SDRSD G-5 --------,------ ~-
PEDESTRIAN RAMP------------- SDRSD G-27, TYPE A----- 1 --'-~ PEDESTRIAN RAMP------------- SDRSD G-27, TYPE 8----_..:. ___ -:- ~ STREET LIGHT, PULLBOX-- - - - - -SDRSD E-1, '* E-2, CARLSBAD GS-6, GS-21 - - - - STREET SURVEY MONUMENL----------SORS[JM-10 ----------
DOUBLE STREET NAME SIGN - - - - - - - - - - SDRSD SDM-102 STREET SIGNS--------------- SORSD SDM-102
TRAmc CONTROL SIGN -. - - - - - CALIF. D.O. T. TRAmc MANUAL & STD. DWGS. _,_ - -- ~;. .·. ··. ..c:;;--,, 24"wsP • CONSTRUCTION OF 24 ~ 700 HGL) CLASS NOTrD ON PLANS _ _ _ _ _ _ _ _ _ _ _ _ · CONSTRUCTION OF 12" PVC, (550 HGL) CLASS NOTED ON PLANS __ ~--------- 12" PVC CONSTRUCTION OF 12" PVC, (375 HGL) CLASS NOTrD ON PLANS ____________ __ 12• PVC CONSTRUCTION OF JO" STL, (700 HGL) CLASS NOTED ON PLANS____________ __ JO" STL CONSTRUCTION OF 8" PVC RECYCLED WATER, (550 HGL) CLASS NOTED ON PLANS__ _ _ _ _ __ 8" PVC CONSTRUCTION OF a· PVC RECYCLED WATER, (660 HGL} CLASS NOTED ON PLANS ___ -"c- _ _ -- 8" PVC 2" IRRIGATION WATER SERVICE W/ ______ CMWD W4 _____________ _ 1 1/2" METER AND BACKFLOW PREVENTOR
CONSTRUCTION OF MANUAL AIR RELEASE OR AIR & VACUUM VALVE ASSEMBLY - CMWD W6,W7- CONSTRUCTION OF 2" BLOW-OFF ASSEMBLY - CMWD W6 - - ~ - - - - - - - - - - - - CONSTRUCTION OF B" GAT[ VALVE ASSEMBLY - CMWD W16------- ---- -- CONSTRUCTION OF 12" GAtf: VALVE ASSEMBLY - CMWD W16------- ------ CONSTRUCTION OF 24" BUT7FRFLY FLANGED VALVE ASSEMBLY------------ CONSTRUCTION OF JO" BUT7FRFLY FLANGED VALVE ASSEMBLY-------------• CONSTRUCTION OF CAP & THRUST BLOCK ASSEMBLY - CMWD W15 - - - - - - - - - - - - CONSTRUCTION OF FIRE HYDRANT ASSEMBLY-------CMWD W12--------- FIRE H'fDRANT MARKER----- -- ---- SDRSD M-19 - ---------- 8" PVC-SDR-35 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEWER ACCESSHOLES ------------ CARLSBAD S-/ __________ _ LOCAL DEPRESS/ON_ -- ____ ----__ CARLSBAD os-1 __ - - - - __ .:_ __ STREET STRIPING, SEE SHEETS 10 TO 13--------------------- METAL BEAM GUARD RAIL -----------CALTRANS A77----------- •,;-:_; i
:®~';,',1
-· .:;/ • i
er
', V
··· ·. :e,,-/-'·
'..:, ,:
f F.Hl ,,
---··
I
I
I
I
BY: • ~ A a ·;,
~M. SHIELDS
--------- ** AS MODIFIED BY THE CITY OF CARLSBAD
R.C.E. NO. 42951 REGISTRATION EXP/RATION DA TE: 07-15-03 ---------
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND ~Ll~F THIS SIT[.
A .l..::,,L.EJ4~S V1tr f,.fJ,61:.ifl 'JJl,i1J1>t.,/ 15, 2-00? NAME: TITLE:
OWNER/DEVELOPER
NAME: LENNAR BRESSI VEN7URE, LLC
ADDRESS: 5780 FLEET STREET SUIT[ 320
CARLSBAD, CA. 92008
PHONE: (760) 918-7765
DATE:
NOT[: THE CONSTRUCTION OF UNDERGROUND FACILITIES SHALL NOT BEGIN UNTIL A LETTER
HAS BEEN SUBMITTED TO THE CITY ENGINEER FROM THE SOILS ENGINEER STA TING THE SEffiEMENT FROM ROUGH GRADING JS COMPLETE.
SHEET INDEX
.
SHEET 1 . . . . . . . . . . . . . . . TITLE SHEET
SHEET 2 . . . . . . . . . . KEY MAP, DETAILS AND NOTES
SHEET 3 TO 9 . . . . . . . . . . . IMPROVEMENT PLANS
SHEET 10 TO 13. . . . . . . . . . INTERIM SIGNING AND STRIPING SHEET 14 TO 17 . ......... ULTIMATE SIGNING AND STRIPING SHEET 18 TO 21 . . . . . . . . . . .TRAFFIC SIGNAL PLANS SHEET 22, 23. . . . . . . . . . . . INTERSECTION PLAN
S:lt-E.E.T 7- 'f _ _ _ _ = CA TH OD I C /?'ROT f_ C Ti ON . . .. - . - .
DETAILS)
112~/oro PDC
NOTE: THE ABOVE QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES.
SEE DRAWING NO. 41J0-8F FOR GRADING AND STORM DRAIN PLANS. 1 £A C P 7 £ 5i
. ' . - '. . ..
PRo.mcrDFslaNCoNsm:iANTS
PLANNINO • ~ • 1lNDINmRNI;. • Sllll.VllYIOll!I '
701 B Street. Suim.800; $an Diego, CA 92101 . .
619-235-6471 FAX :;;4-;~ILT" . .. ·. 2\1'
~-------------------! ' .. ',:
CITY OF CARLSBAD FIRE DEPARTMENT / l\ \
REQUIREMENTS ·' ""~--=--~.e.·-=·,:c.·•:...· .::_ ___ 4·4,b;i 1 NO. OF F.H.(s)_M_F.FLOW !ODO G.P.M. OUT OF /.:f._H.(S) <5,,,,~ ~ - D)<TE . ' '.. . ~ ·' · l-.'.:.R'.::'.€£:_,;j;"'~(:;::?'.:;5J::· =--EXP:'.'~· ·:::G>~l}:::'.-3~1::-:0B>:_'.·:::;· ·:::.· ___..:._, _, _ _;1• BUf· SPRINKLED_ YES,.,,,.,✓•• F.FLOW ___ G.P.M. ,;ff '""· , ! ~ --rs.~ <?122-f~ ~IIDJ.=8;-n
IF/RE MAR$HAL I I DA 1E INSPECT/JR' ~
l----+---+----------------l---+---+---+-----1 ~: . ;;QYJ_.· B •. HU._ 88S. {;f( EXPIRES 12'-31~05 . ~ ~;;;,,,·•m:==-==;;ef=/=!Ji.~l,,il~=··'Jr=···=-·-P . _ HY ~EE~ , --.,.- ~-- 1--D-A_T[-.J.-IN_/TI_A_L-l--'------~--------__j-0._A_T[_J_INf_n_A_LJ_D_A_Tf:-,-'-i--JN_m_A_L..,lrD;;: . .W;;;.N_.;-;8;;:Y;:;-;--:---,,, PROJECTNO. . GHJ<D .BY: CT . . .
ENGINEER OF WORK REvtSION DESCR1PllON OTHER APPROVAL CITY APPRfJ,'(Aic l<YWD BY: · , · · 00-06 · .'· • -. ~ ,.. ◄
~.
' ',~ ◄
~1
R/W
KEY MAP LEGEND --------
10'
PALOMAR AIRPORT ROAD
- - - - /NO/CA TES PROJECT BOUNDARY -----,------------ 5.0' --~--- IND/CA TES SE~R LINE
---&--- IND/CA TES SE~R MANHOLE
- - W- ¥ _.. - /NO/CA TES WATER LINE ANO APPURTENANCES
I
5.0 52'
42'
NO SCALE
104'
FIRE HYDRANT
AS SHOWN ON
PLANS
52'
42'
STREET LIGHT---+--1
AS SHOWN ON
PLANS (TYP) .0
R/W R/W 89' R/W
47' 42'
10' 10' 37' 37' 5'
STREET LIGHT
5.0' 4.5' 5.5' AS SHOWN ON
PLANS (TYP)
FIRE HYDRANT
AS SHOWN ON
PLANS
l
4 /NO/CA TES STREET LIGHT
- IND/CA TES FIRE HYDRANT
IND/CA TES SHEET LIMITS
4" P.C.C. SIDEWALK
OVER 6"A.B. 8' MEANDERING
D.G. TRAIL --
(]) IND/CA TES SHEET NUMBER
[§]
CARLSBAD MUNICIPAL WATER DISTRICT NOTES (POTABLE)
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS- CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND
PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY ENGINEER ANO DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELO A MINIMUM ON SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT-TELEPHONE NO. (760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED-TELEPHONE NO. (760) 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLO~O IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT
PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER M,ILL CONSIDER AND AL TERNA TE FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BET~EN THE DETECTOR CHECK VALVE AND BU/WING SHALL BE DETECTOR CHECK VALVE ANO BU/WING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATION FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. fO. STE!i=L PJPIE. SPEC.I Fl CATIONS PER Pl.AN~ 4/>ll) />ER. AWWA C-ZOO AND C-.209. ,REQUtlU:l'IENTS FOk CONT~ACTOR. SU8M/TT4LS />El?. SECT/ON Z-S.3.3 OF 5 SPWC..
IND/CA TES EXISTING TRAFFIC SIGNAL
IND/CA TES PROPOSED /MODIFIED TRAFFIC SIGNAL
KEY MAP
SCAL.E: 1. = 500'
11. FOR LAP WELOE.D .JOINTS, Burr S7i(AP CONNECTION$ ANO TRENCH BACK.Fll.L DETAILS,Rc.FcR. TO Sl>RSD St>W-IOB, W-t.'I ANDW-21,l?ESPEC.TIV&.LY.
CARLSBAD MUNICIPAL WATER DISTRICT NOTES (RECYCLED)
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD
RECLAMA T/ON RULES & REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER MAINS - CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO
PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION ANO SHAU ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HEW A MINIMUM ON SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT-TELEPHONE NO. (760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED-TEL.EPHONE NO. (760) 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLO~D IN THE WATER LINE EASEMENT. ALL EXISTING TREES ANO
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT
PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER WILL CONSIDER AND AL TERNA TE FORM OF PROTECTION.
8. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES
ANO REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED.
SPECIAL NOTES
THE FOLLOM,ING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK THE CITY ENGINEER'S SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY M,ILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
1. THE LOCATION OF EXISTING UTILITIES ARE BASE ON AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL VERIFY THE LOCATION ANO ELEVATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE. THIS
WORK SHALL BE PERFORMED SUFF/CIENTL Y HEAD OF CONSTRUCTION TO PERMIT CITY APPROVED REVISIONS TO THE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT WITH TH£ PROPOSED WORK. CONTRACTOR SHALL
NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCT/ON.
2. ATTENTION IS CALL.ED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCWRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES, FACILITIES, OR STRUCWRES, SHOWN AND ANY· OTHER LINES, FACILITIES, OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.
3. SAFETY PRECAUTIONS ANO AOEQUA TE BARRICADING TO 8£ IN FORCE BY THE CONTRACTOR AT ALL TIMES. NEITHER THE
OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS THE OWNER ANO/OR APPLICANT
THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA w.5 AND REGULATIONS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE WITH AU CURRENT LOCAL, STATE ANO FEDERAL REGULATIONS.
6. THE WORK TO BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIFICATIONS AND DRAWINGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE STANDARD SPECIF/CATIONS AND DRAWINGS IN EFFECT ON THE DA TE OF THE S/GNA TUR£ BY THE ENGINEER OF WORK.
ENGINEER OF WORK
6" TYPE "G" CURB---
& GUTTER
R/W
5.5'
STRUCTURAL SECTION TO BE
DETERMINED BY SOILS ENGINEER
(MIN. SECTION 4" A.G. OVER 6" A.B.)
EL FUERTE STREET
DESIGN SPEED 40 MPH; T.l.=±8
STA. 8+72 TO 14+65
TYPICAL SECTION
NOT TO SCALE
42'
32'
FIRE HYDRANT
AS SHOWN ON
PLANS
79'
37'
32'
STREET L/GHT----+--
AS SHOWN ON
PLANS (TYP)
R/W
5'
R/W
4.5'
.
10'
5.5'
STRUCTURAL SECTION TO BE
DETERMINED BY SOILS ENGINEER
(MIN. SECTION 4" A.G. OVER 6" A.8.)
EL FUERTE STREET
DESIGN SPEED 40 MPH; T.l.=±8
STA. 16+00 TO 26+00
STA. 47+00 TO 56+60
TYPICAL SECTION
NOT TO SCALE
42'
32'
FIRE HYDRANT
AS SHOWN ON
PLANS
84'
42'
32'
STREET LIGHT
AS SHOWN ON
PLANS (TYP)
STRUCTURAL SECTION
TO BE DETERMINED
BY SOILS ENGINEER (T 1
2%
10'
R/W
<>:,,.;/':_~/-.. ><-- ·- ',-,;.
6" TYPE "i;"' CURB /•
& GUTTER
4• P.C.C. SIDEWALK < ' I l>?;~;/ :>
OVER 6" A.B. 6" TYP. .
8' MEANDERING
D. G. TRAIL -~
STRUCTURAL SECTION TO BE
DETERMINED BY SOILS ENGINEER
(MIN. SECTION 4" A.G. OVER 6" A.B.)
EL FUERTE STREET
DESIGN SPEED 40 MPH; T.l.=±8
STA. 28+00 TO 45+00
TYPICAL SECTION
NOT TO SCALE
SEWER NOTES
1. ALL SEf\£1? MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WAID? DISTRICT'S SE~R SYSTEM - DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", LA TEST EDITION, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION {GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHAU BE REQUIRED.
5. THE CONTRACTOR SHAU NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: [760] 438-3891.}
STRUCTURAL SECTION TO BE
DETERMINED BY SOILS ENGINEER
(MIN. SECTION 4" A. C. OVER 6" A.B.)
EL FUERTE STREET
DESIGN SPEED 40 MPH; T.l.=±8
STA. 58+15 TO 64+38
TYPICAL SECTION
NOT TO SCALE
PR.omcrDFSIGN CoNSVLTANJS
PIANNlliO • ~ • l!NaiH II-• • SUBYBYIGPS
701 B Street, SuitegO(), San Diego, CA 92101
619-235-6471 FAX 619-234-0349
"AS BUILT''
CITY OF CARLSBAD FIRE: DEPARTMENTL.} A ~ \.
REQUIREMENTS ~c..:~~• l\~,,...4_c.,o,,_.~'--'----- 61 • 1• d "'\ oFESs
<fl-i M.
'-' 4)
"' C5 -:z:
~ No. 42951 ~
oc Exp. 07-15-03 ::,,
CIV\I..
OF C/>.l \t
NO. OF F.H.(S)__F.FLOW __ G.P.M. OUT OF. __ F.H.(S RCE '\1f)51 03.:3t,-oe, DATE BWG. SPRINKLED YES/NO ... F.FLOW ___ G.P.M. EXP.
D BY:
ffiE MARSHAL DATE
INSPECTOR
Pl.ANS FOR TH£ /llPROVENfNT OF:
EL RJERIE STREET
APPROVED: LLOYD B. HUBBS EXPIRES 12-31-05
.,;v~,-
GREGORY M. SHIELDS, R.C.E. 42951 DAlE REGISTRATION DESIGNED PM EXPIRES 07-15-03 BY: REVIEW:
DA TE INITIAL
ENGINEER OF WORK REVlSION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY:
CHKD BY:
R\IIIIJ BY:
PROJECT NO.
CT 00-06
DRAWING NO.
400-8E
\lngr \ 1325 \Pions-ruerte \Improvements\ /325imp02.dwg 12/JI /2002 01.· 56: I J PM PST Job No. 2199.00 0306'
TOP '24• W1R 432. /5 ...
PROFILE: At STA." 10+88.77!
SCALE: HORIZ. ~•=40' YERT.
NOTE:
7+00
\ I I
I
I
I
!\ I
I \
2;- 1LiJL!i(
0 20 40
~~I.~
GRAPHICAL
80 120
~I ,.JJJ,JM&.◄
SCALE
CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF EXISTING IMPROVEMENTS TO BE JOINED
PRIOR TO BEGINNING OF WORK AND NOTIFY ENGINEER OF
WORK OF ANY DE'v1A TIONS FROM RECORD ORA WINGS.
8+00
T, \En gr\ 1325\Plans--Fuerte \lmprovemer. ts\ 1325imp03.dwg J
•.·
9+00 10+00 11+00 12+00 13+00
I
"'
r--
ll+OO
"'
"'
..... •. -. ·: . -
SDG&E GAS PIPELINE NOTES
1. 2.
THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2-FEET
OF THE NATURAL SAS 1RANSM/SSION UNE.
NO POWER OPERA TED EQUIPMENT SHAU BE ALLOWED WITHIN
2-FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION
UN£.
R/W
N01E:
PROPOSED STORM DRAIN .SHOWN IS FOR REFERENCE ONLY.
FOR CONS.TRUCT/ON PLANS SEE G/fADING PLAN FOR EL
FUERTE ST. DWG. NO. 400-l!F
PLANNING AREA 5
LOT5
w
12 ... ~-
R
GREGORY M.
\
3 ---2
13+00
-t
00 ---®- 1-
--2
7 " , /Z+50.00 /}/;,TALL Z'" If<R..
~ -- - ----------SE!<. V( Cc. w/ /'/2'" M£ Tc!<- + 8.F. P.
PLAN: EL FUER"Te STREET
PR.omcrDmGNCoNsrlLTANTS
PfANNINl1 • ~ • llNBINl!l!luN!J • S.UIM!Y/Gl'S
701 B Stteet, Suire 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
S. R.CL "29tr1 0A1! REGJSlRA~ON
EXPIRES 07-15-0.3
~ ./'::J..:A 1-2-41-~}
DESIGNED
BY,
PM
REVEw,
IS
00 DA TE INITIAL
GINEER OF WORK
I
······~,. ..... .
16+00
,.1§:t53.64 f,!,,, _ _Fflf;Jflf SWEET 47,91 L_T. =
/ !.~1.62 SATEWAY RfJAfJ 19' .RT.
INSTALL END CAP AND 7HRUST .B,LOCK
5+4.7. 77 EL FUf;RTE STR6ET =
1+19:.64 GAJEW .tftw;J - -
£A.N90' IKND 1 EA.~ M.A.~.
f A.~12" GATE VALVES CLASS /S .. D
16+00.0D
-EN{) RftTF.ANSN'JON, OCOIN 8$' R/W
15+25.70 EL FUERTE S7REET =
~3+59.53 GATEWAY ROAD-
1+o0 GATEWAY ROAD
AH #1~STREET MONUMENT
36" RCP PER
'\ DWG. NO. 400-fJF
/ 30• REC. WfR PER
\/.. DWG NO. 405-BB
'\......... ~ .54 PCR
END ~BERM AND
TEMP. 2• A.C. SIDEWALK
BEG. CURB & GUTTER
AND SIDEWALK
SITE DISTANCE CORRIDOR
(TYP.) PER FINAL MAP
PRIVATE CONTRACT·
.
.&:
•-'••······:········:·_·····
C[NT[R UN[ DA TA
NO._.DELTA OR BRG.l,f!:A01US(ft U:NGTH(ft REMARKS
1 ·. N10'iJ67JO't ----- 164.2!) C.L. EL FUERTE STREET
2 $()1)4'.19• . 670.()() 659.33 •
s 6'21'1r 610.oo 74.30 •
SEWER DATA
NO, DELTA OR EJRG. IMDJIJS(ft LENGTH(ft REMARKS
CD N5fJ'.36'35"£ ----- 50.17 8" PVC SDR-35
2 N58':J6'35'E ----- 47.36 •
J. 6'21'14" 670.00 71.80 •
WATER DATA
NO. DELTA OR BRG. RADIUS(ft, LENG.TH(ft. ~£MARKS
1' N10'46~00"£ ----- 61.72 24rWsP£L 200, 700 ZN 'II<.
2"> 53Vf'f!8" 657.00 60fJ.Of! ----
•
* J_;, 4i1'20" 657.00 48.03 •
* KP N5$'36':J5"£ ----- 21.81 12" PVC CL 200, 700 Z ~
K 5 N58'.J6'35"£ ----- 65.89 12• PVC a 150, 550 ZN
~-
4'!!1'14• 667.00 50.68 •
1.-.7. Nl5o'JfJ'56•E ----- 68.96 12" PVC CL 200 700 ZN
*
c1111, + rAJ>c C()A rfi.l> PER. A-W WA C-209 + c Zl'f) . - - - .
CURB DATA
NO. DELTA OR BRG. RADIUS(ft LENGTH(ft} REMARKS
1 88'35'39" 35.0D 54.12 6" TYPE 'G' C & G
2 N10"46'00"£ 67.64 • -----
3 45·33•00· 628.00 500.17 •
4 10'46'30" 630.00 118.48 6" AC. BERM
5 88'36'29" 35.00 54.13 6' TYPE 'G' C & G
6 N10'46'00"£ 67.63 • -----
7 44'57'29" 712.00 558.68 •
8 8'48'26' 710.00 109.14 6" AC. BERM
9 2·39•49• 707 32.87 6" TYPE 'G' C & G
RECYCLED WATER DA TA
NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS
1 1 N10'46'00"E ----- 90.99 8' PVC a 20D, 660 ZN
2 49'/JfJ'1fJ" 685 587.47 "
5, N5fJ'36'35"E ----- 66.03 •
4> N5fJ'36'35"£ ----- 35.11 •
IMPROVEMENT PLANS FOR:
EL RERTE STREET
APPROVED: LLOYD B. EXPIRES 12-31-0.5
1"~".5
DA TE INITIAL DATE INITIAL PROJECT NO.
CT 00-06
DRA"MNG NO.
REVISION DESCRIPTION OTHER APPROVA Cl1Y APPROVAL 400-BE Job no. 2199.00
/
/
030B
07141
--·- ··· : ...... =········•· · ···•······•·········•·····I······•······• ·•············· • · ·· ................ ' · •····· ······ ··· I •·······'······· ·•·· ··········'········i ... ; .... ·•···············t······i·····•·········• ···· i·····• ·····•·······,•·--·· ·· ···· ;- · -- -- ····· -- -----·------ .·······•··l······•·········••······i····+·······•·············••;••····+······•j········I··· ·•·········i •·······;······ ;. ; •· ····•··· ; · I ····i·······••··-+---i---'· ···'· · ; ...... ; ....... ;••······l··••i••·· ·+·····••i••·····+·· • .; ........•. · ·••i 1···"'········• • i · ; ......... •.·········'·· •·······if····•·······i········ ; ....... i••·······•····<---+··+ i······•·····'··· !········<···••········ ;·····•·· i ........ ,. •·························'···Ir---"'··•·'si:················i··•---,•-~··-;·· ... · .. , ............. ···_··~·--c-····•·············.·.·.·.·.·,···· .. ·.···, ... ~:N ..... o--t-,-,.'"";-"";=:,,....,,==:·.,.....,._1 __ . .,,.i.~.~.-,,..!~-"':-~:··......,:-+-i--':,11· ..... •_ .... '._ .. , ...... ,• ........ 1 .......... ·.·, ......•.....•........ ··: .... , ........... :--+~~·._·_,...•··~····•_:---'--··,···-··...,•_···.-··-+···_······ .. '•··'········'-·--•··--+-+;-·--'--··+-~......,•-.. '-.. -· .. ..., .. _··-+ ... -+·--'-.. -... _ ............... 1.· .. :-... _ .. +--.-+~ ....... · ..... ,'·.·.· .... , ..... , ... _.-+......j ... _ .. _ ... .c ... _ .. _.··_· .. _.,__-+-··•···_·· ...• •_ .... _.·;.......,_ .... ··_·+-+-==~~·· ....... ······_·· .. _·-j-·-.. ··-+...;.....- .. _•_···+-+-+i,-.---·-:---...,.....-+-·i--• __ ... _,·_···~·· .. ......,···· .. ··_··r·-·· .. ·, ....... ·,o---'-···.., .• .... ........ .... ~ • ... · ;uN ES$SFIOWN07HERwrst,TOPVFCURIJE[EVA1/DN:57' • , ; · ·. • • • •··········· .... · ,................... • , ,·······+• ,.. •·······'·,·:······ .... ........ ······•···+ • •···· .. ,· ............ + ............................ •··l·'RtG 1r/[.EFT·OF"··GENlER.LJNE·EOUALS·CENlERUNE··ELEVA1JOM·II···· .. ·· •• ...... , ..... ,.. +····•······· , + •·· ,, .................... ~-·•·· ······•····· 1 ··•·········'········, · .... , ..... ·•········ ·······•·+ •· + · ········••-+---c--- , ........ •.--'-~+----··...;....-'-............ •.···•· ..... ; ......... •1········'· ... , ....... ,, ........ • ..... ••·••·····+·····•················ , 1 ;, -~-+...._.....,__·-:---~__,_-+ ........ ;........c...~ .. ......;.~,,-~~--t-:--- .. ,--;--s---;--'-s---:----r-;-...;.....,-........,-:----;--■ • ....•................•. "-. ';; ~ ············i·········•··················••······· •··········· W16.!!$i?J4'. ............... · ......... • ····························· .............. ,·. . .... ···························I·:········•···:··'·············· l i········:+·····'·· ·:········•······ .. ······•·· l .. ·I··· '-'--+···'················'···'· •········1···'····················'·············· •. , ....... ; .........•....... , .. j ......... : ........ , ... ' .. • ....... ; ...... • •.. ; .... ; ... ,+ l •·····•' .. ••·· .. ,·····•·:···············•···· I !········· ,. :········: ............ , .....•.. , ·1·········•······· ......... ; ...• ..... ..... .... .. ...... --~- ... . ....... ,.......... ..... .. .. . . . , ... ··,········•---T------1------- ----·-- , -- ----···,-··-.. -~-- --- -J------ ... ,....... .. • ... .. .............. ..;:--~-+--•· ............... ,_+..- .. ,- , __ ;...... __ ---- _______ ., _,, _____ .... • .. __ ..; ......................... ,.. : = : :
. ·•··•· + •·······•·• ..•. '
• •'-._ F' 1<;/TMI' 'Dr, l>IJ , • i : ; • • •
······· ·t :·:.······ : ' 1 l , t T• ' • 1~ 17=: ~,,~~''ir.ift..'!!:f"'"-t-• •········•·········, : : 1 : -7~0T1- 1 r • • • : + :t :··············· ! : 1 r I ' r------r- -H-----..J.._0_: TT' 1-'----r-~0~~1 : r--0- 1 n1r--.---r:~:'1-•----0-,---,-..---r--r-~r-----1 - .:._ __ •• i , ...... , •• - ·-- - ---·· .•••.••••••••••• :' ·········-- •·· • • .:.. ' ' '-."Jl/-.., ......... @ .... , .. ~ .. t .. .r .. v.:.·.-.· ..•. -.... "· .... : ..... ·-- ---- i < : ______ j _______ ' ----- --- ----- -... . ... --- --- '-... _,,. - -'-, .__ _J ________ ....... , • •·····••······ ·•. l , ....... , •······•·• .. ·••····· •---,-~········••·····+····:·······•.•······+·······:····i••·······•, .. '. ; .......••.. ··+··>····•········: .... ,• ........ ,.. ; ·• .. , ...... ; ... I······ .. :·. •···· ;. ··•·····•········'········'········'··•·1 · '······•······l• .. ; ..... ·' ···i·······'······••:••·····•' +·· ·+········,·········•······• . ; ........... , ...... ; ..... •••.·I·····! .. •·· .; .. ·•·•····· •······c ·• ; , , . , . .. .. . . ... [ .. . "'- P~ , .Ev - 36U6 • , • • ' • 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00
NOTE:
PROPOSED STORM DRAIN SHOWN IS FOR REFERENCE ONLY.
FOR CONSTRUCT/ON PLANS SEE GRADING PLAN FOR EL
FUERTE ST. DWG .. NO. 400-8F ..
I
0 20
1 -<i>---w---
--0 w---
30" REC WTR PER
DWG NO. 405-8B
40 80
GRAPHICAL SCALE
18 00
'
PLANNING AREA 15
LOT15
PLAN: EL FUERTE STREET
SCALE: 1"=40'
"AS BUILT"
DATE
RCE 42.'pSI EXP. o~-.31,-oe,
REVIEWED SY:
PROJECTDF.SIGN CONSULT.ANIS
PI.- + ~ • ~ • 81'l!M!!'IGPS
701 B Stroot, Suite 800, San Diego. CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS. R.C.E. 42951 DA 1E REGISlRA TI0N DESIGNED PM EXPIRl:S 07-15-03 BY: REVIEW:
~ n ri 1-241~•, ~~ ~j
/NsPE. CTOR. -
l \Engr\1325\Floris-Fuerte\!mprovements\1325imp04.dwg 12/31/2002 01: 59: 02 PM PST A
6.o· I 6.0' I 5.0' I RETAINING
µtuoo
,,..--CURB
....._EOP
MODIF/£D CAL TRANS ABB CONG. CURB RAMP D£TA!L
NOT TO SCALE
A
1£1
CENTER LINE DA TA
NO. DELTA OR BRG. RADJUS(ft 1£NGTH(ft) REMARKS
I 31'46 52" 670.D0 311.64 CL EL FIJER TE STREET
2 N77'2ft24"W ----- 221.29 •
J 17'42'28" 610.DO 207.07 •
SEWER DATA
NO .. DELTA OR BRG .. RADIUS(ft 1£NGTH(ft) RE.MARKS
Q) 2318'12· 670:00 272.50 8" Pvt: SOR 35
2 8'03'01• 670.DO 94.14 •
Q) N77'26'24 .. W ----- 221 .. 29 •
4 2'06'04" 670 .. DO 24.57
s 1510'45" 670.DO 177.50 •
WATER DATA
NO .. DELTA OR BRG. RADIIJS(ft LE.NGTH(ft) c?EMARKS /"'-, < 1, 30'59'36" 657.00 355.39 241',/SPICL 200 - 700 ZONE -If; • <t> N77'26'24"W ----- 221.83 • -!¥.
/,1) 17'42'28" 700.00 216.34 " -lf; .
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7 6'53'50" 633.00 76.20 6" AC .. BE.RM
8 1'0'48'38N 633.00 119.43 6" TYPE 'G' C & G
PRIVATE CONTRACT
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NO. DELTA OR BRG. RADIUS(ft LENG7H(tt) REMARKS NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS I 65'35'4/" 670.00 767.04 C.L. EL FUERTt S1R£ET 1 17'06'12· 707.00 211.04 6" TYPE 'G' C &: G 2 N05'51'4S"E ----- 32.95 • 2 17'06'12· 593.94 177.29 • 3 N25'31'3J"W ----- 33.25 •
SEWER DATA
4 31'23'18. 702.00 384.58 •
5 N05'51'4s•E ----- 32.96 •
NO. DEL TA OR BRG. RADtUS(fl, LENGTH(ft) REMARKS 6 17'06'12· 633.00 188.96 • 1 8'20'16' 670.00 97.50 8" PVC SOR 35 1 N42'37'44 "W ----- 33.25 • 2 29·30•11· 670.00 34$.00 8 17'06'12· 524.94 156.70 •
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WATER DATA
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'701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHk.,.,_,$, R,C.E. 42951 DA 1E REGISlRA TIOH EXPIRES 07-15--03
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CURB DATA
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N05"51 45•£ 800.00 6" TYPE 'G' C & G
2 N05"51'45"E 800.00
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NO. DELTA OR BRG. 'RADJIJS(ft LENGlH(ft) REMARKS
N05"51'45•E 172.50 8" PVC SOR 35
2 N05"51'45"E 270.00
Q) N05"51'45"E 245.00
4 N05"57'45"E 97.50
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NO. DELTA OR fJRG. RADIUS(ft LENGlH(tt) _,.....,.._ REMARKS K ,;;:. N05"51'45"E 800.00 24,•wsP.jCL 250
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3 N16T!4'02"E ----- 494.38 •
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7 ·10'12'17" 6JfJ. 00 113.63 •
8 N16"04'02"E ----- 194.50 •
9 N17"29'58"E ----- 200.06 •
11 N16'04'02"E ----- 99.88 6" TYPE 'C' C & G
r--.
PRIVATE CONTRACT -::::= ---~ ____ -------~----_:::---_:::-~~~~~~----, 1-"_·_~··_·o_~+· ---+-/·~_· {J-T-1(_/_T_v_c_o_N_.5:_T_R_v_c_r_ro._w-_c._H,_,t)<I+-, _,;_fi'_s_. --1--+--t---t.J!!ll:Ml'!'.---J I SH7EET I L __ c_1_TY __ o_·_F_c_A_R_L_s_s_A_D_~ ~.
ENGINEERING DEPARTMENT l1_±..:J
IMPROVEMENT PLANS FOR:
EL RERTE l::JIRLL I
I
A~OVED: LLOYD 8. HUE)il.· S8.. 'J"' EXPIRES 12-31-05
t==jt==::!================t=====t===:====:===~==~ . ~i"fflie<:P:' ~f!!1'-L ,.&';;~, f--=-c-==-+,,-,=-c-.-+-----------+-----t-;:c-;-:;:;=--1~=+.:;-;-:;:;:-i=~-i ::'.,..::'.'._'.:::_::__.:::__::-=-=~-==-=..=;--;::=~~:'.:'.:'::':::::~;:::::===::::'.::'.'.::::=== DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO.
DATE INl1lAL CHKD BY: ' CT 00 06 400 BE
~NGINEER OF WORK REVISION DESCRIPTI I N OTHER APPROVAi CITY APPROVAL RVWD BY: ' Job no. 2199.00
03060~
08180
'lf,'
12 Jul
.
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NOTE:
PROPOSE, PER D V 54• RcP
WG No, 400-ar;
PLANNING AREA 12
LOT12
PROPOSED STORM DRAIN SHOWN IS FOR REFERENCE ONLY.
FOR CONSTRUCT/ON PLANS SEE GRADING PLAN FOR EL
FUERTE ST. DWG. NO 400-8F
80 '
GRAPHICAL SCALE
T \Eng1·\1 J25\Pions-Fuerte\lmorovements\1325imp08.dwg 12/31/2002 02: 02: 46 PM PST ' \ •
.
53+00 54+00
PLANNING AREA 12
LOT16
,-./
,,.,-;:,
PLAN: EL FUERTE STREET
SCALE: 1. =40'
PR.omerDESIGN CoNsuLTANTS
~ • ~ • .l!Nr:llNi!llRI • SURVJ!Y/GPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
.
GREGORY M. SH!EUJS. R.C.E. 42951 DA lE REQSl'.RA TJON
EXPIRES 07-15-03
DESIGNED PM SUR~
,_,.,_"}
BY, REVIEY< REI/I ,If.
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,CURB
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NOT TO SCALE
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CENTER UNE DATA
NO. DELTA OR BRG. RADIUS{ft, LENGm(tt REMARKS
I N16'04'02•E ----- 231.64
2 33'58'02· 670.00 397.20 .
z N17'54'ocrw ----- 111.15 •
SEWER DATA
NO. DELTA OR BRG.RAD/US(ft LENGTH(ft) REMARKS
Cl) N16'fJ4'o2•t ----- 231.64 8" PVC SDR-35
2 8'58'1:Z" 670.00 104.89 •
3 N83'fJ7'0ffW ----- 44.50
4 24'21'21" 570.00 284.81 •
(J5 N17'54'00"W ----- 168.65 •
WATER DATA
NO. DELTA OR BRG. RAD/US(ft LENGTH(ft) ,,,_,REMARKS (',.
I N16'04'02"E ----- 231.64 24:wsPICL 250, 700 ZN *
2 > 33.'58'02" 640.00 379.42 '-A..I • *
<>> N11•54•oo·w ----- 111.15 • *
<4> N16'03'57"E ----- 231.64 12• PVC CL 150, 550 ZN I..../ < ,> 33'5lf02" 650. 00 385.35 •
•> N17'54'00"W ----- 171.15 •
1;, NB3'07'00"W ----- 57.02 12" PVC CL 15{), 375 ZN
< > 267.5'~· 660.00 304.49 •
< > N17'54'oo·w ----- 111.15 •
CURB DATA
NO. DELTA OR BRG. l,RADtUS{ft LENGTH(ft REMARKS
N1.6'04'02•E ----- 231.64 6" TYPE 'G' C & G
2 33"58'02" 633 •. 00 375.27 -J...i--~N'°1""1'5""4a..-'oo-'-'c-.·w~l---"_~_=_~ __ -+~11'='1=.1'=5-+------..------,. · •
4 N16'04'02.E ----- 231.64 •
5 4'54'14" 707.00 6{).51 •
8'J3'34• 707.00 105.62 6 6" TEMP. AC. BERM
7 20"30'13" 707.00 253.00 6' TYPE 'G' C & G "AS BUILT"
•
J>ATE
RCE 42.'el5\ flCP.
l"'m
PRIVATE CONTRACT
fil UTILITY 60NSTRVC TlON C HANt',cS.
~~~ j sH8EET J ~-c_1TY __ o_r_c_A_R_L_s_s_A_o~ fsHmsl4 _ ENGINEERING DEPARTMENT Ll..±j IMPROVEME-NT PLANS FOR:
EL ·RERTE STREET
I
l-------l----+-----------------1-------1----+---+--, ~-PRO~VED: LLOY:~ ~ HU _B,BS~i'li'Y~==--~E~XP:'.'.IR:'E~S[1[g2-::"3~1-=D=5=-J ~ ~ 3/~-:,,
DATE INITIAL DATE INITIAL
:NGINEER OF WORK REVISION DESCRlPllON OTHER APPROVAi
DATE INITIAL
CITY APPROVAL
DWN BY: ;-=;=.:--I
CHKD BY: ''
RVWD BY: .::G,
PROJECT NO.
CT 00 06
DRAWING NO.
400 8E
Job no. 2199.00
0 12 31
'
'
············'······
..... , .. ,... ..,
56+00
OPENSPACE4
LOT20
30" REC. WTR PER
DWG NO. 405-8/3
0 20 40 80
GRAPHICAL SCALE
57+00 58+00
POINSETTIA LANE DEDICATED PER DOC. RECORDED __ _
DA TED ---~ O.R.
'
[: \Engr\ 1325 \Plans-Fuerte \Improvements\ 1325irnp09.dwg 12/31/2002 02: 03: 10 PM PST 59+00
REF. Dttt.. FOR
POINSET71A LANE
IMPROVEl#ENTS
DltG. J97-2K
60+00
R/W--._
• -4
I
NOTE:
61+00
OPENSPACE6
LOT22
PROPOSED STORM DRAIN SHOWN IS FOR REFERENCE ONLY.
FOR CONSmUCTION PLANS SEE GRADING PLAN FOR EL
FUERTE ST. DWG. NO. 400-8F
I
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OPENSPACE5
LOT21
!isJt:J O ~lQ:J ~-,,--
-Cl~~ v
STORM DRAIN EASEMENT b
PER DOCUMENT ___ _
RECORDED--~ 0.R.
'
PLAN= EL FUERTE STREET
SCALE: 1'=40'
"AS BUil Tu
RCE 42~51
I/JSPE CTOFI'
PRomcrDFSIGN CONSULT.ANIS
PIANl'IN:J + ~ • ~ • SUIM!YIOPS
701 B Street, Suite 800, San Diego. CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SH1EIJ)S. R.C.E. 4,,,.,1 DATE REGISTRATION DESIGNED EXPfRES 07-15-03 --..., BY:
I· Z'I -11?, ~'\I\
PM
REVIEW:
-
63+00
.
64+00
NOTE:
CONmACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCA 7/0NS OF EXISTING IMPRO\£MENTS ro BE JOINED
PRIOR TO BEGINNING OF WORK AND NOJIFY ENGINEER OF
WORK OF ANY DEVIAT/ONS FROM RECORD DRAWINGS.
- - -
\ fd+ 18.t(o 31.11: S1"
Bl!II> GUARl>RAII ..
- . -
GU-"RDRAIL ENI> SECTION &, 4'1
Slt>EwALK il'IA>&moli&
) DENOTES SURVEY INFORMA f/ON OBTAINED 6-5-02.
(l'ER Sl>~I> 1'\·?,0)
A .
--AA_,. .o -
3 PR1VA TE CONTRACT
DA TE INITIAL
,-NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APl'R01/Al CITY APPROVAL
i :
.... .; ...... .
' '
_ __,_,,,_ .. _
CENTER LINE DA TA
NO. DELTA OR BRG. RADIUS(ft, LENGTH(tt) REMARKS
1 N17'54'00'W ----- 139.03 •
2 N17'54'00"W ----- 480.97 •
J 4'51'22" 800.00 67.BD •
4 N22'45'22"W ----- 150.43 •
s N22'45'22"W ----- 96. 78
SEWER DATA
NO. DEL TA OR BRG. 'AD/US(ft l£NGTH(ft) REMARKS 03
(D N17'54'00"W ----- 59.36 8" PVC SDR 35
WATER DATA 08180~
NO. DEL TA OR BRG. 'ADIUS(ft l£NGTH(ft) __,,....._REMARKS - 1 N17'54'00"W ----- 59.36 24;,'r,JsPJCL 250, 700 ZN'
<.2 N17'54'oo·w ----- 516.51 30" STEEL CML&C i
<._J 4'51'22" 780.00 66.11 • - ,. 12
/ 4, N22'45'22"W ----- 129.30 •
5 N17'54'00"W ----- 59.36 12" PVC CL 150, 550 ZN
6 N/7'54'.00"W ----- 59.36 12' PVC CL 150, 375 ZN
.:If;. 7"A-1'£ Co/171£i) P~R AW W-'i C-209 + C· 2 t'IJ
CURB DATA
NO. DELTA OR BRG. RADIUS(tt LENGTH(ft) REMARKS
N17'54'00"W ----- 63.81 6' TYPE ·c· C & G
2 87'58'44' 35.00 53. 74 •
J 92·02'12· 35.00 56.22
• N17'54'00"W ----- 404.27 "
5 4•51'22· 768.00 65.09
6 N22'45'22"W ----- 246.00
1 N17'54'oo·w ----- 64.91
8 88'21 '56" 35.00 53.98 "
9 91'.38'04" 35.00 55.98 •
10 N17'54'oo·w ----- 403.17 " /
11 4'51'22' 832.00 70.52 •
i2 N22"45'22"W ----- 218.43
RECYCLED WATER DA TA
NO. DELTA OR EJRG. RADIUS(ft, LENG7H(ft) REMARKS
0 N17'54'oo"w ----- 398.60 8" PVC REC. CLASS 200
2 4·51•22· 815 69.08
J> N22'45'22"W ----- 150.43
IMPROVEMENT PLANS FOR:
EL RJER7E STREET
APPROVED: LLOYD B. HUBBS "J"' EXPIRES 12-31-05
~ , ~- . • --h,_"~---.a_l_2=~="'f~'!-·_' ~
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RVWD BY: CT 00 06 400 BE
Job no. 2199.00
CONNECT TO EXISJING
STRIPING WITH SMOOTH 4
TRANSlnONS
(APPROX 350' FROM CROSSWALK)
0 T: \[ngr \ 7 325 \Plans-Fuerte \Improvements\ 7325STR70.dwg 12/37 /2002 02: 04: 75 PM PST 20 GRIND/REMOVE
CONFUCJING STRIPING
AND LEGENDS
40 80 120
GRAPHICAL SCALE
I
I
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I
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I SIGNAL MOD/FICA JION DESIGN PER SHEET. 181
120' OPENING
7 11
11+00
---~--------
lvJLJ,U SIC#IG A1D S11lff,JQ PLAN EL RERTE s1,a1
SCALE: 1"=40'
120' OPENING
19+00
- -
SCALE: 1"=40'
0 PR.omcrDFSIGN CONSULTANTS
PIANNINO • &MIIONMi!NTAL • ENGIN!!liiRING • SIIR.VBYIGPS 701 B Street, Suite 800, San Diego, CA 921-01
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C.E. 42951 OAlE REGISTRATION D£SIGNED EXPIRES 07-15-03 BY:
l-~4/-0 :, CRB
PM
RE'aEW:
SURVEY
:,
s. PIBflE s,JUJ
---------------
RCE "129SI
---
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22+00 a
6 +
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12 FOR CONTINUA T/ON
S££ 400-8
"AS BUil T"
DATE
1 3 200'
-
4 1
CITY OF CARLSBAD SIGNING & STRIPING NOTES
1. THE CON1RACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STl?IPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL 1RANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIF/CA JIONS (JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS AND 7HE SPECIAL PROVISIONS.
3. ALL SIGNING AND S1RIPING IS SUBJECT TO n-lE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESENTAJIVE, PRIOR TO INSTALLAJION.
4. ALL SIGNING AND S1RIPING SHALL BE REFLECJIVE PER CAL 1RANS SPECIF/CA JIONS. S1RIPING SHALL BE REPAINTED TWO Kf"EKS AFTER INlnAL PAINJING. SIGNING SHALL USE ENCAPSULATED LENS REFLECJIVE SH££7/NG (HIGH INTENSITY SHEEJING OR EQUAL).
5. EXACT LOCAJION OF S1RIPING AND STOP UMJT UNES SHALL BE APPROVED BY n-lE PU8UC WORKS DIRECTOR OR HJS REPRESENTA JIVE PRIOR TO INSTALLA JION.
6. CON1RACTOR SHALL REMOVE ALL CONFLICTING PAINTED UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DE/JR!S SHALL BE PROMP71. Y REMOVED BY n-lE CON1RACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
8. UMIT UNES AND CROSSWALKS SHALL BE FIELD LOCATED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN ll--lE CALTRANS TRAmc MANUAL UNLESS OTJfERW/SE SP£CIF/ED.
10. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING Win-I BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. .
11. PRIOR TO FINAL ACCEPTANCE OF. S1REET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500-FOOT PERIMETER OF THE CONSTRUCJION PROJECT WILL BE RESTORED TO A "LJKE NEW" CONDITION, IN A MANNER MEEJING n-lE APPROVAL OF n-lE CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS.
15. ANY DEVIAJION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
16. EXISJING SIGNS REMOVED BY THE CON1RACTOR SHALL BE DELIVERED BY n-lE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENU£
17. STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNJIL TRAmc SIGNALS ARE OPERA JIONAL OR UNJIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA JIVE.
18. W/,/ERE R7 SlcGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE M£[)1AN NOSE, n-lE R7 SIGN SHALL BE 18 INCHES BY 24 INCHES AND n-lE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY n-lE CONTRACTOR EXCEPT n-lOSE SIGNS SPECIF/CALLY SHOWN AS EXISJING TO BE RELOCATED OR TO REMAIN.
20. STRIPED CROSSWALKS SHALL HA VE 10--FOOT INSIDE DIMENSION UNLESS On-lERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT UNES, PAVEMENT LEGENDS AND ARROWS SHALL BE n-lERMOPLASJIC, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNJIL TRAmC SIGNALS ARE OPERAJIONAL.
CONSTR:UCTKJN NOTES
(i) INSTALL 4• SKIP WHITE PER DETAIL 9.
@ fNSTALL 4" DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOLID WHITE PER DETAIL 38.
0 INSTALL 6" SOLID WHITE BIKE LANE PER DETAIL 39.
@ INSTALL 6" SKIP WHITE BIKE INTERSECTION PER DETAIL 39A (200 Lr) @ INSTALL 12" SOLID WHITE THERMO PLASTIC LIMIT LINE
0 INSTALL TYPE IV (L) ARROW.
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12" SOLID WHITE THERMOPLASTIC CROSSWALK
@ INSTALL "BIKE", "LANE" ANO ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL", "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
NOTE: ALL SIGNING AND STRIPING STANDARDS ARE PER CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
SIGN LEGEND
- - R1
- - - - - R26D/R81 COMBO
RIGHT
TURN
ONLY
- - - - R41
NOTE: THESE INTERIM SIGNING AND STRIPING PLANS ASSUME THAT THE
CROSS-STREETS ARE CONSTRUCTED, BUT THE TRAFFIC SIGNALS ARE EITHER NOL INSTALLED OR ARE NOT AC17VATED.
1--·
212_4_1oeo-+-t>1>c.-+---~--eu-u.:_::is ________ ---+-----+----1----1-----t ~O CITY Of CARLSBAD ~ 4 LJ.Q_j~===::::'.....:::====EN=Gl=N=E=ERl=-=N:::G=DEP:::::· =:AR:::::lM::::::::::E:::N::::T====:'-..':::~=====:
DATE INHI-AL
. NGINEER OF WORK REVISION DESCRlPTION
INTERIM SIGNING AND STRIPING PLANS FOR:
EL FUERTE STREET
DATE INl71Al DATE INITIAL g~OBJ~:-----::!'~-I
01HER APPROV CITY APPROVAL RVWD BY:
PROJECT NO.
CT 00-06
DRAWING NO.
400-8£
J.N. 2199.00
0301
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0 20 40 80 120
GRAPHICAL SCALE
200' TRANSITION
26+00
SCALE: 1'=40'
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7 IYJLJW SKH«J ND S1Rl'NG PLAN 8- REFflE SJltLI
SCALE: 1'=40'
0 PR.omerDF.SiaNCoNSULTANTS
PIANNINO • ~ • 1lNOINlll!alN9 • SVIMiY/GPS
701 B Street, SwteSOO, San D,cgo, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, FtC.E. 42951 DATE REGISTRATION DESIGNED PM SUR\O' - . - - . -
- - - -
-I -
- . - - . -
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:;
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SIGN LEGEND
CITY OF CARLSBAD SIGNING & STRIPING NOTES
1. TJtE CONTRACTOR IS RESPONSIBLE FOR AU SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PA VE:MENT MARKINGS SHALL CONFORM TO THE LA 1EST CAL TRANS TRAFFIC MANUAL. CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LA1EST VERSION THEREOF), THESE PLANS AND TH£: SPECIAL PROVISIONS.
3. AU SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESENTATIVE. PRIOR TO INSTALLATION.
4. AU SIGNING AND STRIPING SHAJ.1. BE REFLECTIVE PfR CAL TRANS SPECIF/CATIONS. STRIPING SHAU Bf REPAIN1ED TWO WEEKS AF1ER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY SHfETING OR EQUAL).
5. EXACT LOCATION OF STRIPING AND STOP UMIT UNES SHAU Bf APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
6. CON7RACTOR SHAU REMOVE AU CONFUCl/NG PAIN1ED UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
7. AU PA WcMENT LEGENDS SHAU BE THE LA 1EST VE:RSION OF THE CAL TRANS METRIC STENCILS.
8. UMIT LINES AND CROSSWALKS SHAU BE FIEW LOCATED.
9. AU SIGNS SHAU BE STANDARD SIZE AS SHOWN IN TH[ CAL TRANS TRAmc MANUAL UNL[SS OTHERWISE SPECIFIED.
10. SIGN POSTS SHAJ.1. BE SQUARE PERFORA 1ED SlEfL TUBING WITH BREAKAWAY BAS£: PfR SAN DIEGO R£G/ONAL STANDARD DRAWING M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STRfET STRIPING AND MARKINGS WITHIN A 500-FOOT PERIME1ER OF THE CONS1RUCTION PROJECT WILL BE RESTORED TO A 'LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
12. AU MEDIAN NOSES AND FLARES SHAU BE PAINTED YEUOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHAU BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS.
15. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIEW.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE.
17. STOP SIGNS AND PAVEMENT LEGENDS SHAU NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERA 710NAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 71VE.
18. WHER£ R7 SIGN AND TYPE N-1 OOJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOSE, THE Rl SIGN SHAU BE 18 INCHES BY 24 INCHES AND THE N-1 OOJECT MARKER SHAU BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA 7ED OR TO REMAIN.
20. STRIPED CROSSWALKS SHAU HAVE to-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. AU CRO!£SWALKS, LIMIT LINES, PAWcMENT LEGENDS AND ARROWS SHAU BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHAU NOT BE INSTAUED UNTIL TRAmC SIGNALS ARE OPERATIONAL.
COHSTRUCTIQH NOTES
0) INSTALL 4" SKIP WHITE PER DETAIL 9 .
@ INSTALL 4" DOUBLE/DOUBLE YELLOW PER DETAIL 29
Q) INSTALL 8" SOLID WHITE PER DETAIL 38.
0 INSTALL 6" SOLID WHITE BIKE LANE PER DETAIL 39.
@ INSTALL 6" SKIP WHITE BIKE INTERSECTION PER DETAIL 39A (200 LF) © INSTALL 12' SOLID WHITE THERMO PLASTIC LIMIT LINE.
0 INSTALL TYPE IV (L) ARROW.
0 INSTALL TYPE IV (R) ARROW.
@ INSTALL 12' SOLID WHITE THERMOPLASTIC CROSSWALK
@ INSTALL "BIKE", "LANE" ANO ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL", "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
NQ1E: AU SIGNING AND STRIPING STANDARDS ARE PER CAL TRANS TRAmc MANUAL UNLESS OTHERWISE SPECIFIED.
- - - - - - - - R26D/R81 COMBO
NOTE: THESE INTERIM SIGNING AND STRIPING PLANS ASSUME THAT THE
CROSS-STREETS ARE CONSTRUCTED, BUT THE TRAFFIC SIGNALS ARE EITHER NOT INSTALLED OR ARE NOT ACT/VA TED.
~ CITY OF CARLSBAD ~ t----t---+----------------+---+-----i~--+---1 L_2_!_j ~ __ E_NGIN __ EE_R_IN_G_DEP_A_R_TM_E_N_T_---'@_J INTERIM SIGNING AND S1RIPING PLANS FOR:
EL FUERTE STREET
RCE 42.'!l~l EXP. o~-3\e-o& DATE I APPROVED: LLOYD B. HUBBSdfr . h;R~EV~l~EWE~D~B~Y=: :____:~:..:::::::::::::::::::::_ ___ -it====t====Ji:::-:===============================j=====t====j=====t==='J-1 ~iftic~iif,~..ictft~~INEER DRAWING NO. }A.___ ~ 1-2,q~..: .r-,s-o, .Y, ~ RE\<.r- /1,.. ... tg 9 -'12 M.ita-r"ll,o7 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY,-~-, PROJECT NO . .,,_~~~~~~ll!l!lll!l~~~~~~~~~~~--------------------"iiiiiii ~i!iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiCRiiiBiiiiliiiiiiiiiiiiiilliiiii.,iiiQ,..iiiiiiiiiiiill--------~----E.c.T.oR------·-·· .DA~~~IE _ _.;;.;.NGl;;;;.N;;EE;R.;;O;.F .;;;WO;;.;RK._ ___ R.;E;;.V1 .. s .. 10 ... N.;.;;D.;;E .. sc ... R .. 1P_TI .. OIIIN.;_ __ .O~TH:ER~ . .;::AP;;P:RO~VA:.L~C1;._:TY_;AP~PR;;:;ov~AL~~~~iiKiiiDiiii~~~~; ~i;--1- CT 00-06 T: \Engr\1325\Pions-Fuerte\lmprovernents\1J25STR11.dwg 12/31/2002 02:04-: 55 Pt.A PST 400-8£
J.N. 2799.00
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SCALE: 1"=40'
PRomcrDF.SIGN CONSVLTAN1S
PlANNINa • llNVIRONMl!NrAL • .llNlllNl!liRIN • Sl:IJM!YIGPS 701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. s1-naos. R.C.E. 42951 DAT£ REGISTRATION DESIGNED EXPm£S 07-15-03 BY:
I-Z.4/-6) CRB
200' ll?ANS!T!ON
7 "AS BUILT"
~~-~ ...... ~---~-~-~~
SIGN L£G£ND
CITY OF CA.RLSBAD SIGNING & STRIPING NOT£S
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, S1RIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LA7EST VERSION THEREOF), THESE PLANS AND 7HE SPECIAL PROVISIONS.
3. ALL SIGNING ANO S1RIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA liVE, PRIOR TO INSTALLATION.
4. ALL SIGNING ANJJ STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAIN7ED 1ilV WEEKS AFTER IN/HAL PAINTING. SIGNING SHALL USE ENCAPSULA 7ED LENS REFLECTIVE SHEETING (HIGH ·IN1ENSITY SHEETING OR EQUAL).
5. EXACT LOCA 7/0N OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAIN7ED LINES, MARKINGS AND PAVEMENT LEGENDS BY GR/1'1DING. OEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
Z ALL PAVEMENT LEGENDS SHALL 8E THE LA7EST VERSION OF THE CALTRANS METRIC S7ENCILS.
8. LIMIT LINES AND CROSSWALKS SHALL BE FIEW LOCA 7ED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
10. SIGN POSTS SHALL BE SQUARE PERFORA 7ED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
11. PRtOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS W/1}//N A 500-FOOT PER/ME7ER OF THE CONSTRUCTION PROJECT WILL 8E RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEE71NG THE APPROVAL OF THE CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. 'M-/EN A SIGN IS ATTACHED TO A POI.£, IT SHALL BE MOUN7ED USING A STANDARD CITY MOUN71NG BRACKET WITH STRAPS.
15. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIEW.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
17. STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAmc SIGNALS ARE OPERATIONAL OR UNTIL DIREC1ED BY THE PUBLIC OORKS {)fflECTOR OR HIS REPRESENTA 7/VE.
18. WHERE f/7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOSE, 7HE R7 SIGN SHALL BE 18 INCHES BY 24 INCHES AND THE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHO.WN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SI.GNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCA 1ED OR TO REMAIN.
20. STRIPED CROSSWALKS SHALL HA VE 10-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT LINES, PAVEMENT LEGENDS AND ARROWS SHALL BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNTIL TRAmc SIGNALS ARE OPERATIONAL.
CONSTRUCTION NOT£S
G) INSTALL 4" SKIP WHITE PER DETAIL 9.
@ INSTALL 4" DOUBLE/DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOLID WHITE PER DETAIL 38.
0 INSTALL 15" SOLID WHITE 8/KE LANE PER DETAIL 39.
@ INSTALL 15" SKIP WHITE BIKE INTERSECT/ON PER DETAIL 39A (200 LF} @ INSTALL 12" SOLID WHITE THERMO PLAsnc UMIT LINE.
0 INSTALL TYPE IV (L) ARROW.
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12" SOLID WHITE THERMOPLASTlC CROSSWALK
@ INSTALL "f3tK£", "LANE" AND ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL", "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
NOTE: ALL SIGNING AND STRIPING STANDARDS ARE PER CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
- - - - - - - - R26D/RB1 COMBO
NOTE: THESE INTERIM SIGNING AND STRIPING PLANS ASSUME THAT THE
CROSS-STREETS ARE CONSTRUCTED, BUT THE TRAFFIC SIGNALS ARE EITHER NOT INSTALLED OR ARE NOT ACT/VA TED.
~ CITY OF CARLSBAD ~
1---+---t---------------1f---+---1f---+-----c1L_J_±_J~ __ EN_·~_N_EERI_._N_G_D_EP_AR_·_™_EN_T_~L_ill INTERIM SIGNING ANO STRIPING PLANS FOR:
EL FUERTE STREET
RCE 41~51 EXP. 03·31-~ DATE 1~R~VE~:~YD ~UBfiS0£,
~RiE~V,~E;;;WE~D~B;;:Y~: =-___:::.:....:..:::::::::::::::::=-----t-=--=--=--=-1-=--=--=--=-Jt-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.-:::.1:.-:::.-:::.-:::.-:::.1-:::.-:::.-:::.-:::.1:.-:::.-:::.-:::.-:::.t-:::.-:::.-:::.~-, W~M ~ ~ffl fuGINEER ,~ Rd2 ., we
INSPECTOR
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL g:D 8JY:
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO. DRAWING NO.
CT 00-06 400-8£
J.N. 2799.00
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030
12 POINSEmA LANE
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FOR INTERSECT/ON PER
DWG. NO. 397 2K
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0 PR.omcrDFSIGNCoNSULTANTS
PIANNlNO • ENv1R!lNMi!NrAL • ENoiNl!l!RINo • S-TJRYl!l'IGPS 701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234--0349
GREGORY M. SHIEJ..DS, R.C.£ 42951 DA TE REGIS1RA TION DESIGNED PM EXPIRES 07-15-03 BY: REVIEW:
... __ IIIIIIIIIII __ IIIOllllll _______________________________ iiiiiiiiiiiiiiii;. ./":::iJ-·A 1-&"l •O:, CRB ~ T~\Engr\1325\Plans-Fuerte\lmprovements\1325STR13.dwg 12/31/2002 02: 07: 02 PM PST . . -
..
EXISTING FENCE AND MOOD RAIL
WITH "CAUTION SIGNS" TO B£ REMOVED.
.
- . -
I
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• J
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I ' I
I I • I
L MATCH STRIPING PER
DWG. NO. 337-1
SIGH LEGEND
.~
- - - - - - - - R26D/R81 COMBO
- - - - - - - - W41
CITY OF CARLSBAD SIGNING & STRIPING NOTES
1. TH£ CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIF/CATIONS ( JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS AND TH£ SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO TH£ APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESENTA llVE, PRJOR TO INSTALLATION.
4. ALL SIGNING AND STRIPING SHALL B£ RER.ECTIVE PER CALTRANS SPECIFICAllONS. STRIPING SHALL BE REPAINTED Tl10 WEEKS AFTER INITIAL PAINTING. SIGNING SHALL US£ ENCAPSULATED LENS RER.ECTIVE SHE£1lNG (HWH INTENSITY SH££1lNG OR EQUAL).
5. EXACT LOCA T/ON OF STRIPING AND STOP UMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLAllON.
6. CONTRACTOR SHALL REMOVE ALL CONFUCllNG PAINTED UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY TH£ CONTRACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
8. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPEC/RED.
10. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREU IMPROVEMENTS, ALL STR££T STRIPING AND MARKINGS WITHIN A 500-FOOT PERIMETER OF TH£ CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW' COND/llON, IN A MANNER MEE11NG THE APPROVAL OF 11-1£ CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED )1::LLOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ LATEST CALTRANS TRAmC MANUAL AND SAN .DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUN11NG BRACKET WITH STRAPS.
7 5. ANY DEV/A 170N FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRJOR TO ANY CHANGE IN THE FIELD.
16. EXIS11NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE.
17. SlOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UN11L TRAmc SIGNALS ARE OPERATIONAL DR UN11L DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER AR£ TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOS£, TklE Rl SIGN SHALL BE 18 INCHES BY 24 INCHES AND TH£ N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACUJR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO 8£ RELOCATED OR TO REMAIN.
20. STRIPED CROSSWALKS SHALL HAVE 10-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT UNES, PAVEMENT LEGENDS AND ARROWS SHALL BE THERMOPLAS11C, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHALL NDT BE INSTALLED UN11L TRAFFIC SIGNALS ARE OPERATIONAL.
CONSTRUCTION NOTES
G) INSTALL 4• SKIP WHITE PER DETAIL 9.
@ INSTALL 4" DOUBLE/DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOUD WHITE PER DETAIL 38.
0 INSTALL 6" SOLID WHITE BIKE LANE PER DETAIL 39.
@ INSTALL 6" SKIP WHITE BIKE INTERSECTION PER DETAIL 39A (200 LF) @ INSTALL 12" SOLID WHITE THERMO PLAS17C LIMIT LINE.
0 INSTALL TYPE IV (L) ARROW
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12" SOLID WHITE THERMOPLASTIC CROSSWALK
@ INSTALL 'BIKE", 'LANE" AND ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL•, "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
@ INSTALL 4" DOUBLE YELLOW PER DETAIL 22
NOTE: ALL SIGNING AND STRIPING STANDARDS ARE PER CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
NOT£· THESE INTERIM SIGNING AND Sffl/PING PLANS ASSUME THAT THE CROSS-STREETS ARE CONSfflUCTED, BUT THE TRAFFIC SIGNALS ARE EITHER NOT INSTALLED OR ARE NOT ACTIVATED.
. ~ CITY OF CARLSBAD ~
f---+--+-'----------------+--+---,~--+---l~L--~E~NG~l~NEER=·=IN~G'-=-D~=-.:.AAc:.:.c.™=E=N~T _ __J~ INTERIM SIGNING AND STRlPING PLANS FOR:
"AS BUILT" EL FUERTE STREET
...,,
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EXP. 03•31•Of>
DATE INHIAL
"NG/NEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
01HER APPROVAL CITY APPROVAL
DWN BY: BRS
CHKD BY: ~
RVWD BY: ~
PROJECT NO.
CT 00-06
DRAWING NO.
400-BE
J.N. 27 99. 00
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(APPROX 350' FROM CROSSWALK)
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AND LEGENDS
SIGNAL DESIGN PER SHEET. 19
20 40 80 120
GRAPHICAL SCALE
r \Engr \ 1325\Plans-Fuerte \Improvements\ 1325STR14.dwg 02/06/2003 09: 01: 23 AM PST i I
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a
lL1M4TE SIGMYG All) SIHiWG PLAN B. RERTE S11££1
SCALE: 1•=40'
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PR.oJECTDF.SIGN CoNSULTANIS
PlANNINO • ~ • 1!NOINEl!RING • SIJll.Vl!Y/GPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
S, R.C.E. 42951 DATE REGIS1RATION
EXPIRES 07-15-03
DESIGNED
BY:
CRB
PM
RE\<EW:
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CITY OF CARLSBAD SIGNING & STRIPING NOTES
1. THE CON7RACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL, CALTRANS STANDARD SPECIFICAllONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLA l/ON.
4. ALL SIGNING AND STRIPING SHALL BE REFLECllVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO KfEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECllVE SHEEllNG (HIGH INTENSITY SHEEllNG OR EQUAL).
5. EXACT LOCA l/ON OF STRIPING AND STOP UM/T UNES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA l/VE PRIOR TO INSTALLA l/ON.
6. CONTRACTOR SHALL REMOVE ALL CONFUCTING PAINTED UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
8. UMIT UNES AND CROSSWALKS SHALL BE FIELD LOCATED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS 7RAmc MANUAL UNLESS OTHERWISE SPECIFIED.
10. SIGN POS7S SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMEN7S, ALL STREET STRIPING AND MARKINGS -WITHIN A 5()(}-FOOT PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A •LIKE NEW CONDITION, IN A MANNER MEEllNG THE APPROVAL OF THE CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNllNG BRACKET WITH STRAPS.
15. ANY DEV/Al/ON FROM THESE SIGNING AND S7RIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
16. EXIS7JNG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
17. STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERAllONAL OR UNTIL DIRECTED BY THE PUBUC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOSE, 71-IE R7 SIGN SHALL BE 18 INCHES BY 24 INCHES AND THE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EX/Sl/NG TO BE RELOCATED OR TO REMAIN.
20. STRIPED CROSSWALKS SHALL HA VE 10-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT LINES, PAVEMENT LEGENDS AND ARRO~ SHALL BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNllL TRAmc SIGNALS ARE OPERAllONAL.
CONSTRUCTfDN NOTES
G) INSTALL 4" SKIP WHITE PER DETAIL 9.
@ INSTALL 4" DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOUD WHITE PER DETAIL 38.
0 INSTALL 6" SOUD WHITE BIKE LANE PER DETAIL 39.
@ INSTALL 6" SKJP WHITE BIKE INTERSECTION PER DETAIL 39A (200 LF) @ INSTALL 12" SOUD WHITE THERMO PLASTIC UM/T LINE
(2) INSTALL TYPE IV (L) ARROW.
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12" SOLID WHITE THERMOPLASTIC CROSSWALK
@ INSTALL "BIKE", "LANE" AND ARROW PAVEMENT LEGEND.
@ INSTALL "SI.GNAL ", "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
!:JSJJ.f;_ ALL SIGNING AND STRIPING STANDARDS ARE.PER CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
SIGN LEGEND
RlGHT
- - - - - R26D/R81 COMBO TURN - - - - - - - - R41
ONLY
- - - - - - - - W41
fsttm7 CITY OF CARLSBAD ~
t----+---t---------------i---+----i---+---1L__!±_J~ __ EN_GINEE __ ~_NG_D_EP_A_R_1M_EN_T_~L±i__j ULTIMATE SIGNING AND STRIPING PLANS FOR:
EL FUERTE STREET
APPROVED: LLOYD B. HUBBS Ir . -
DA TE INITI Al
-GINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL g~D BJy,
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CT 00-06
DRAWING NO.
400-8£
J.N. 2799.00
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PROJOCTDF.SIGN CONSULTANTS
PIANNIN8 • ~ • 1iNlliNl!l!RrNO • SVll.llBYJGP.il
701 B Street, Smte 800, San o,ego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHELDS, R.C.E. 42951 DATE REGISlRATION DESIGNED PM EXPIRES 07-15---03 BY: REVIEW:
CRB
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CITY OF CARLSBAD SIGNING & STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIF/CATIONS (JULY 1999 OR LATEST VERSION THEREOF}, THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ALL SIGNING AND STRIPING SHAU BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY SHEETING OR EQUAL).
5. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMP7l. Y REMOVED BY THE CONTRACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
8. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCA TEO.
9. AU SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
10. SIGN POSTS SHAU BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500-FOOT PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
12. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED ~LLOW.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHAU BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS.
15. ANY DEVIATION FROM 1HESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC WORKS 0/RECTOR PRIOR TO ANY CHANGE IN THE FIELD.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHAU BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
17. STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERA TJONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. WHERE Rl SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-'MDE MEDIAN NOSE, THE R7 SIGN SHALL BE 18 INCHES BY 24 INCHES AND THE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. AU SIGNS SHOWN ON THESE PLANS SHAU BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT 1HOSE SIGNS SPECIF/CALLY SHOWN AS EXISTJNG TO BE RELOCA TEO OR TO REMAIN.
20. STRIPED CROSSWALKS SHAU HAVE 10-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT UNES, PAVEMENT LEGENDS AND ARROWS SHALL BE THERMOPLASTIC, UNLESS OTHERWISE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNTIL TRAmc SIGNALS ARE OPERATIONAL.
CONSTRUCTION NOTES
0) INSTALL 4" SKIP WHITE PER DETAIL 9.
@ INSTALL 4• DOUBLE/DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOLID WHITE PER DETAIL 3B.
0 INSTALL 5• SOLID WHITE BIKE LANE PER DETAIL 39.
@ INSTALL 6" SKIP WHITE BIKE INTERSECT/ON PER DETAIL 39A (200 LF) © INSTALL 12" SOLID WHITE THERMO PLASTIC LIMIT LINE.
0 INSTALL TYPE IV (L) ARROW.
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12• SOLID WHITE THERMOPLASTIC CROSSWALK
@ INSTALL "BIKE", "LANE" AND ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL", "AHEAD" PAVEMENT LEGEND. •
@ INSTALL "STOP" PAVEMENT LEGEND.
NOTE: ALL SIGNING AND STRIPING STANDARDS ARE PER CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
- - - - - - - - R26D/RB1 COMBO - - - - - - - - W41
~ CITY OF CARLSBAD ~ t----+----,t------------------f---+-----f---+-----1 ~ ENGINEERING DEPARlMENT ~ ::======....':::::================-':==~ UL llMAlE SIGNING AND STRIPING PLANS FOR:
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
£L FUERTE: STREET
DATE INITIAL DATE INITIAL DWN BY: BRS ,__-~----+---~---1 CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CT 00-06
DRAWING NO.
400-8£
J.N. 2199. 00
031
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SCALE: 1"=40'
0 PR.omerDFSIGNCoNSULTANTS
l'1ANNINO • ~ • .llNGINl!l!RIN3 • Sllll.Wirc/GPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHELDS, R..C.E. 42951 DA lE REGISTRA ~ DESIGN£[) PM EXPIRES 07-15-03 BY: RE"1E¥t
CRB
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200' lRANSIT10N
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"AS BUILT"
I
CITY OF CARLSBAD SIGNING ct STRIPING NOTES
1. TH£ CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO 711E LA JEST CAL TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 7999 OR LA1EST VERSION 711£REOF), 711ES£ PLANS AND 711E SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO 711E APPROVAL OF 711E P/JBUC WORKS DIRECTOR OR HIS Rf:PRESENTA TlVE, PRIOR TO INSTALLA T/ON.
4. ALL SIGNING AND STRIPING SHALL BE Rf:FLEC77VE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL 8E REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL US£ ENCAPSULA 1ED LENS REFLECTIVE SHEETING (HIGH INTENSITY SHEETING OR EQUAL) •
5. EXACT LOCATION OF STRIPING AND STOP UMIT UNES SHALL 8E APPROVED BY 711E PUBUC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY 711E CONTRACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE 711E LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
8. UMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA 1ED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 711E CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
10. SIGN POSTS SHALL 8E SQUARE PERFORA1ED S1EEL T/JBING Wl711 BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD DRAWING. M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS W/711/N A 500-FOOT PERIMETER OF TH£ CONSTRUCTION PROJECT mLL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF 711E CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL 8E PAIN1ED fill.OW.
13. ARE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS.
15. ANY DEVIATION FROM 711ESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY 711E ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN 711E F/EW.
16. EXISTING SIGNS REMOVf:O BY THE CONTRACTOR SHALL BE DELIVERED BY 711E CONTRACTOR TO 711E CITY OF CARLSBAD PIJBUC WORKS YARD AT 405 OAK AVENUE.
17. STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRf:C1ED BY 711E PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. WHERE Rl SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOSE, THE Rl SIGN SHALL BE 18 INCHES BY 24 INCHES AND 7HE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY 711E
CONTRACTOR EXCEPT JHOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
20. S7RIPEO CROSSWALKS SHALL HAVE 10-FOOT INSIDE DIMENSION UNLESS 0711ERWIS£ SPECIFIED.
21. ALL CROSSWALKS, UMIT LINES, PAVEMENT LEGENDS AND ARROWS SHALL BE 7HERMOPLASTIC, UNLESS 0711ERWISE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL.
CONSTRUCTION NOTES
(j)
0 0
0 ®
0 0
0 @
@
®
@
INSTALL 4" SKIP WHITE PER DETAIL 9.
INSTALL 4" DOUBLE/DOUBLE YELLOW PER DETAIL 29
INSTALL 8" SOUD WHITE PER DETAIL 38.
INSTALL 6" SOLID WHITE BIKE LANE PER DETAIL 39.
INSTALL 6" SKIP WHITE BIKE INTERSECT/ON PER DETAIL 39A (200 LF) INSTALL 12" SOLID WHITE THERMO PLASTIC LIMIT LINE.
INSTALL TYPE IV (L) ARROW.
INSTALL TYPE IV (R) ARROW.
INSTALL 12" SOUD WHITE THERMOPLASTIC CROSSWALK
INSTALL "BIKE", "LANE" AND ARROW PAVEMENT LEGEND.
INSTALL "SIGNAL", •AHEAD" PAVEMENT LEGEND.
INSTALL "STOP" PAVEMENT LEGEND.
NOTE: ALL SIGNING AND STRIPING STANDARDS ARE PER CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
- - - - - - - - R26D/R81 COMBO - - - - - - - - W41
~ CITY OF CARLSBAD ~
l---+---1----------------4----l---l---+----I ~ L,_ __ E_NGl_·_NEERI __ N_G_DE_P_AR_lM_E_N_T _ __, lB:_j ULTIMATE SIGNIN,G AND SlRIPING PLANS FOR:
EL FUERTE STREET
Jib ~ .-..~ . ...,
RCE 411~ 1 EXP. 03~3~-o& . DA TE I APPROVED: LLOYD B. HUBBS .;?r f--~iRE~c;,WE~D~B;Y:=-_'.:.:'.:.:.:::::::::::::::::::::::=. ___ -r:~-=-=-=t-=-=-=~~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=1~-=-=-=t-=-=-=~~-=-=-='1'-=-=-="]--1 . '3~ ·~-- ~~GINEER / ~~ £>-(2, ef1I rl -,/41,&.,.. l--::,D-.,.A=TE=+lccN=mccA-L-1----------------4-D-A-TE---l-lN_ITI_A_L-I---DA_T_E-+I-Nl_Tl_A--IL g~D BJy BRS CPTROJEOOCT N0O6. lNSPECTOR~ '?Vj DATE .,, GINEER OF WORK REVISION DESCRIPTION OTHER APPROV CITY APPROVAL RVWD BY; - DRAWING NO.
400-BE
J.N. 2799.00
0301
12 -
POINSETTA LANE
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PROJECTDFSIGN CONSULTANTS
l'IANNINO • llN-. • llNOlNi!l!RINO • SUIMIYIOPS
701 B Street, Smte 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
G!lEGORY M. SHIBJJS, R.CL 42951
~
DA lE REGISlRA TION
EXPIRES 07-15-03
DESHlNE!J
BY:
CRB
EXISTING FENCE AND WOOD RAIL
'NITH "CAUTION SIGNS" TO BE REMOVED.
4 '
- .
-, I
I
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I I
LMATCH STRIPING PER
OWG. NO. 331-1
'
CITY OF CA.RLSBAD SIGNING & STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIF/CATIONS (JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAIN1ED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY SHEETING OR EQUAL).
5. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAIN1ED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
7. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
8. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA JED.
9. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS 01'/-/ERWISE SPECIFIED.
10. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING 'NITH BREAKAWAY BASE PER SAN DtEGO REGIONAL STANDARD DRAWING M-45.
11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS W!THIN A 500--FOOT PERIMETER OF THE CONSTRUCTION PROJECT mu BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
13. FIRE HWRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAl+ING M-19.
14. 'NI-IEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET W!TH STRAPS.
15. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF H-VRK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC H-VRKS YARD AT 405 OAK A VENU£
1Z STOP SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAmc SIGNALS ARE OPERATIONAL OR UNFIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT-WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE 18 INCHES BY 24 INCHES AND THE N-1 OBJECT MARKER SHALL BE 12 INCHES BY 12 INCHES.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXIS71NG TO BE RELOCA 1ED OR TO REMAIN.
20. STRIPED CROSSWALKS SHALL HA VE 10-FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
21. ALL CROSSWALKS, LIMIT LINES, PAVEMENT LEGENDS AND ARROWS SHALL BE THERMOPLASTIC, UNLESS OTHERW!SE SPECIFIED.
22. CROSSWALKS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERA 7/0NAL.
CONSTRUCTION NOTES
0) INSTALL 4• SKIP WHITE PER DETAIL 9.
@ INSTALL 4" DOUBLE/DOUBLE YELLOW PER DETAIL 29
@ INSTALL 8" SOLID WHITE PER DETAIL 38.
0 INSTALL 6" SOLID WHITE BIKE L.ANE PER DETAIL 39.
@ INSTALL 6" SKIP WHITE BIKE INTERSECTION PER DETAIL 39A (200 LF) @ INSTALL 12· SOLID WHITE THERM-0 PLASnc LIMIT LINE.
0 INSTALL TYPE IV (L) ARROW.
@ INSTALL TYPE IV (R) ARROW.
@ INSTALL 12" SOLID WHITE THERMOPLASnc CROSSWALK
@ INSTALL "BIKE", "LANE" AND ARROW PAVEMENT LEGEND.
@ INSTALL "SIGNAL", "AHEAD" PAVEMENT LEGEND.
@ INSTALL "STOP" PAVEMENT LEGEND.
@ INSTALL 4" DOUBLE YELLOW PER DETAIL 22
NOTE: ALL SIGNING ANO STRIPING STANDARDS ARE PER CALTRANS TRAmC MANUAL UNLESS OTHERWISE SPECIFIED.
SIGH l£GQID
II -- --- ---R2'D/TWT COMBO
~
---"-
/I_''> -°'Y ------- W41
. fSHml CITY OF CARLSBAD ~
1---+--+--------------------l----l------ll---+-----tLJ...Z__j'--- __ ~_GIN_E_E_R_IN_G----'-DEP:::..__A~R~™~E~N~T_--'~ ULl'IMAlE SIGNING ANO STRIPING PLANS FOR:
"AS BUILT" EL FUERTE STREET
DRAWING NO.
400 BE
J.N. 2199.00
030
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0 R
s
3 12
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--
LOOP
DETECTORS
3 410' TO
X-WALK
---?J5 [:;; , ,-:- ..
~;i . ~;.~.-EXIST LOOPS
· V -OR"111= D REMA!,v,,_.,
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AIRPORT
EXIST.
2"C, 1 DLC
LEGEND
E3 I.I.S.N.S. STREET NAME SIGN
7 EMERGENCY VEHICLE PRE-EMP110N SENSOR
◄ I SIGNAL HEAD
,..;i
-0-o PEDESTRIAN HEAD MAS SUILI
_;, VIDEO DETEC710N CAMERA
L :) VIDEO DETEC71ON ZONE ~ 'l. .4 · '- dt•c.t•c.1
TRAmc FLOW ARROW (GRAPHICAL)
-¢-- LUM/NA/RE ON SIGNAL STANDARD
--- TRAmc SIGNAL CONDUIT
41.~fl) EXP. o?,•?,l•O!!, DATE
PRomerDFSIGN CoNSULTANIS
l'lANN1NO • .l!NYJiloN.MENo • ~ • SUIM!Y/GPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHtEl..DS, R.C.E. 42951 DAlE REGlS1RAllON OESlGNED PM EXPIRES 07-15-03 BY: REVIEW:
~ z~c.-oi, CRB ~
SUR',£"(
REVIEW,
MID. HT.
17 FEET
R/W
3•c, 6PR#19 SIC
TO CONTROLLER A T-+--n
GA TEWA Y ROA{)
( APPROX. 900")
Of ESS/
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o:'.. Exp. 07-15-03 ;,,
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OF Ci>,\.. I'
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(5
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PHASE DIAGRAM
GROUP A GROUP
►
I t . <:J-- --[>
-
111 ¢2 ¢3
_J
<J-- --[>
L ◄
¢5 ¢6 ¢7
4 •
~--!Ji=:=--t=~lii.l---+k4
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12· 12· 4 11· 11'
L,~JI
fJ8 I
TORS I I
12' 12'
I
I
5 B
~.
i 17
¢4
l !
¢8
R/W
-C\j
-
2 y~---,.,,~,,,.----=
f POLE SCHEDULE
·-·····
SIGNAL HEAD MOUN1lNG PEDESTRAIN
PUSH BUTTON POLE LOCA 110N
VEHICLE
[I] INSTALL SINGLE CHANNEL E. V.P.£ DETECTOR UNIT (3M OPT/COM MODEL 711 OR APPROVED EQUAL).
CONTRACTOR SHALL FURNISH AND INSTALL E. V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. (SEE DETAIL THIS SHEET)
0RELOCATE TYPE "A" INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGNS TO NEW MAST ARMS AS FOLLOWS:
LOCATIONQ)EI Fuerte
LOCATION(J)AND(j)Palomar Airport Rd
[II FURNISH AND INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PR0\1/DE
VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING VIDEO DETECTION
PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUM/NAIR£ MAST ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT. [±]INSTALL UNINTERRUPTIBLE POWER SYSTEM (UPS) IN CONTROLLER CABINET USING A SWING-AWAY MOUNTING.
THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERA T/ON AND PROVIDE POWER CONDITIONING TO THE CONTROLLER.
XIST. 2"C 1 DLC
a
-- //
--
R/W
0::,
"'
""
0::,
D
-
410' TO
X-WALK
,,.,
r----
R/W
ROAD
REMARKS
15.0' 3.0'
- 10.0• 8.o' 00
1. THE LO AT/ON OF ALL UNDERGROUM UT/LJTIES ON THESE PLANS IS APPROX/MA TE. THE CON CTOR SHALL DETERMINE THE DEPTH OF ALL U7lL/17ES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND N011FY ALL U171JTY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.
3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAffiC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED.
MAXIMUM PULLBOX SPACING SHALL BE 200 FEET.
4. ALL CONDUIT SHALL 8£ 3" UNLESS OTHERWIS£ SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOIJNDA T/ONS SHALL HA VE 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDA110N SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. AU RED, YELLOW, GREEN AND PED£STRIAN SIGNAL IND/CA T/ONS SHALL BE LE.D.
7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL 8£ INTERNA 170NAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE A, LE.D. PEDESTRIAN PUSH BUTTON SHALL BE 2• ADA.
8. ANCHOR BOLT NUT COVERS SHALL BE PR0\1/DED FOR ALL STANDARDS.
9. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMA11C LENS SH££17NG (DIAMOND-GRAD£ OR EQUIVALENT).
10. THE CONTRACTOR SHAU BE RESPONSIBLE FOR THE LAYOUT AND INSTALLA 110N OF TRAmc STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOW/'I ON THESE PLANS.
11. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR THE REMOVAL OF ALL CONFLIC11NG STRIPING AND PAVEMENT MARKINGS BY GRINDING.
12. THE CONTRACTOR SHAU NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAmC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR.
13. FLASHING SIGNAL OPERA 110N SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHAU BE BLANK DURING FLASHING OPERA 710NS.
14. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE STRIPING CONTRACTOR.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHAU BE R£FERENCED AND REPLACED WITH APPROPRIATE MONUMENTA 170N BY A LICENSED LAND SURVEYOR OR R£GISTERED CIVIL ENGINEER AUTHORIZED TO PRACTIC£ LAND SURVEYING. A CORNER RECORD OR R£CORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGIN£ER AS R£QUIRED BY THE LAND SURVEYOR'S ACT.
16. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
17. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICKUP EQUIPMENT.
18. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA170N GUIDE ONLY. IT SHALL 8£ THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERA 170N.
19. THE CONTRACTOR SHALL COORDINATE SERVIC£ D£TAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVIC£ CONNEC110NS.
20. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
21. LUM/NA/RE AND /.I.S.N.S. SHALL HAVE TYPE IV P.E.C.
22. ALL TRAFFIC STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUC170N PROJECT SHALL BE RESTORED TO A "UK£ NEW" COND/110N MEETING TH£ APPROVAL OF THE CITY INSPECTOR.
23. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR FOR TH£ LOCA T/ONS OF
STRIPING, PAVEMENT MARKINGS AND LEGENDS PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLA 110N.
WORK TO BE DONE:
INSTALL TRAmC SIGNALS, SAF£TY L/GH11NG, ROAD PAVEMENT AND ASSOC/A lfD EQUIPMENT TO PERFORM THE FUNCTIONS SHOWN AND CAUED OUT ON THESE PLANS.
SPECIF/CA FIONS
CITY OF CARLSBAD SPECIAL PROVISIONS FOR TRAFFIC SIGNALS CALIFORNIA D£PARTMENT OF TRANSPORTA110N STANDARD SPECIFICATIONS DAlfD JULY 1999 OR LA TEST REVISION THEREOF.
STANDARD SPECIF/CA 170NS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION)
STANDARD PLANSIDRAWINJ,SIPROCEDURES & MANUALS
CAL/PORN/A DEPARTMENT OF TRANSPORTA 110N STANDARD PLANS DA TED JULY 1999 CAL/PORN/A DEPARMNT OF TRANSPORTA 110N, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 EDITION) 0 JO 20 40 60
REFERENCE
DWG 370-2
I HEREBY D£CLARE THAT I AM THE ENGINEER OF WORK FOR
TRAmc SIGNAL PLANS FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SEC110N 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF TH£ PROJ£CT DRAWINGS AND SPECIF/CA 110NS BY THE CITY OF CARLSBAD IS CONFINED TO A REVl£W ONLY AND DO£S NOT R£L/£VE ME AS ENGINEER OF WORK AND OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
GRAPHICAL SCALE
SIGNS ON SIGNAL MAST ARMS PRIVATE CONTRACT ENGINEER LICENSE DATE Mol)1Fcs;l) rRA.fflC sr~A(.. PLAN FOR ihflft.S JTI"- CTrJ ~ R/W
R73-2 R73-5
t----+---+A='llDliP""· ,:,. ~1.-E"e.!.F.,...,-=--"'!,=·~'R:::..tl _;LA~N=.£.:...' .!!We5~•-=f>o~·!,!!:IJN~D~---l--1---~--I 8 Cl TY OF CARLSBAD f'A C.Ol'tAK Ai R R>RT ~Ofl:D ::;:==:...'.:::=:::::E::N:::::G:::IN::::E::E::::R\::::N::::G=D:::E:::P::::A:::R::::TM:::E::N:::::T::::=::....'.::::::::::::~· 1RAFF1C SIGNAL PLANS FOR:
MODFICA710NTO
NT'ERSEC710N OF PALOMAR Aff'OFfT ROAD
AM) EL FUERTE SJfEEI
1----l---+----------------l---l----1---1---11 APPROVED: LLOYD B. HUBBSQJ" EXPIRES 12-31-05 1----+----+--------------1---1----1---r----1 t'-"~='=~='=9=:r::::• F:;:::::::;-;~==~~=-"=tl!l==~'=~===:-;=:,1=!=2='=~='~ t--::--:-=c+:-:=--:-:---lf----------------+---+---+---1---l~ ------DATE IN\1lAL DATE INITIAL DATE INITIAL OWN BY: S PROJECT NO. DRAWING NO.
GIN·EER OF WORK REVISION DESCRIPTION RCHVWKDD BBYY:. T 00-06 400-BE OTHER APPROV CITY APPROVAL
CMWO XXX
Job no. 2199.00
030
Q'
1? ,_
-
POLE SCHEDULE
STANDARD LUM/NAIR/ VEHICLE SIGNAL MOUNTING PED
No. SIGNAL
SIG. LUM. HPSV TYPE M.A. M.A. MAST ARM POLE MTG. ¢
A 19 4 80 30 12 250W 2 MAS A sv 1 T> ' SP 1 T
8 1 A ~ 1'[0 2-T J SP 1 T 2./1
C 26 4 80 45 12 250W 2-MAS sv-1-;r SP-1-T 6
D 1-A -- -- rv~1-T SP-1-T 4
E 24-4-80 35 12 250W 2-MAS SV-1-T SP-1-T 8
F 1-A -- -- TV-1-T SP-1-T 6
PPB
b..
1.1.S.N.S.
QUAD ARR01,1 ~-
El Fuerte St
• SW{s, R/ti
NE L Gateway Road
NW R
SE L El Fuerte St.
NE R --
POLE LOCATION
SEE DETAIL "A" REMARKS
A/8 C
', 9 -4.S
16 3
14.5 3
14.5 3
19 3
19 J
R 1W
' G),.
,
,j
I
CONSTRUCTION NOTES
[[j1NSTALL TYPE 170£ CONTROLLER IN MOD£L 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE TH[ PHASING AND OPERATION SHOWN ON THIS PLAN. THE CA8/NET SHALL HA VE A PULL -0/JT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL 8£ EQUIPPED WITH ONE M.ODEL 412C PROGRAM MGD/JLE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 £PROM PROGRAMMING CHIP, lWO MODEL 752 OOAL PRJORJTY DISCR/M/NA TOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010 EGL CONFUCT MONITOR UNIT. AN UNINTERUPTl81.£ POVYER SYSTEM (UPS) SHALL 8£ INSTALLED IN THE CONTROLLER CA8/NET USING SWING-AWAY MOUNTING. THE UPS SHALL PROVfDE A MINIMUM OF 8 HOURS RW FLASH OPERATION AT
INTERSECTIONS USING RED LED SIGNAL IND/CATIONS AND PROVIDE POWER CONDITIONING TO THE CONTROLLER (CLARY SP 1000 SERIES OF APPROVED EQUAL).
GENERAL NOTES
1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROX/MA TE. THE CONTRACTOR SHALL
DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.
3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL 8£ MARKm WITH "TRAmc SIGNAL~ ALL PULL BOXES SHALL 8£ NO. 5 UNLESS OTHERWISE SPEC/RED.
MAXIMUM PULLBOX SPACING SHALL 8£ 200 FEET.
4. ALL CONDUIT SHALL 8£ 3• UNLESS OTHERWISE SPEC/Rm.
G 26-4-80 45 12 250W 2-MAS SV-1-T, SV-1-T SP 1 T 2 SW L Gatewav Road 12 3 ¢6 SV 1 T@ 17' J.C: II] INSTALL TYPE lll-8F SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120 V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V 1.1.S.N.S. UNMETERED CIRCUIT BREAKER, 15A-IP 120V 5. ALL TRAFRC SIGNAL POLE FOUNDATIONS SHALL HAVE J" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX THE CONTROLLER FOUNDATION SHALL HA VE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
H 1 A -- TV-1-T SP-1-T 8 SE R 12 3
NOTE. ALL EQUIPMENT IS NEW
CONDUCTOR SCHEDULE AB-121
AWG SIZE p CONDUIT SIZE AND RUN ASTRO MINI-BRAC 3M "OPTICOM" ""=::::::J-----Ji---DETECTOR H POLE OR A 3" 3" 3" OR s CABLE TYPE E CIRCUIT /1\ /2\ ~ NO. 14 CABLES A z Vi y
C C B Vi Vi 1/'.
0 0 z ~ Vi N N C
D 3 D D z 1/'. 1/'.
u u E 1/'. 1/ 1/
C C F -:1/'. 1/ 1/ T 12 T
0 0 G -:1/'. 1/ 1/
R R H -:1/'. -:1/'. 1/'.
s
TOTAL NO. 14 CABLES IY1 rP2 Y1
LIGHTING - 2 2
#10 FLASHING BEACON 2 2 -
SIG. COMMON 1 1 1
#12 I.I. S.N.S. - 2 2
SIGNAL SERVICE -- -- --
TOTAL CONDUCTORS 3 7 5
VIDEO 1+6 C 1/'. /' Vi
COAX 2+5 1/'. 1/'. /' *
G
3+8 E 1/'. ,..,--: ,..,--:
VIDEO 4+7 1/'. V1 /' POWER A
**
TOTAL VIDEO CABLE / Vi Vi
E.V.P. CABLE 3 #20 -- 2 --
INTERCONNECT 6PR #19 1 1 --
TOTAL CONDUCTORS/CABLES ½ Y1 ~
* VIDEO COAX BELDEN 8281
** VIDEO POWER 3#16
DETECTOR ASSIGNMENT
SCHEDULE
NO. PHASE SLOT FIELD TERMINAL
1 2 1-2-U T2-5&6
2 2 1-4-U T4-1&2
J 2 1-3-L T2-11&12
4 2 1-3-U T2-9&10
5 5 J-1-U T3-1&2
6 4 1-6-U T4-9&10
7 4 1-6-L T4-11&12
8 7 J-5-U T5-5&6
9 6 J-2-U TJ-5&6
10 6 J-2-L TJ-7&8
11 6 J-3-U TJ-9&10
12 1 1-1-U T2-1&2
3" 2-3" 2-3" 12-3"
~ ~ /4\ ~
~ y - 1/
y y 1/'. 1/
Vi Vi 1 1 1/1
1/r 1/'i 1 1/1
1/ 1/1 1/1 1/1
1/'. -:1/'. 1 1/1
1/'. -:1/'. 1/1
y -:1/'. y 1/
1½ I½ ~ ½
2 2 2 2
- - - -
1 1 1 1
2 2 2 2
-- -- -- --
5 5 5 5
1/, Vt V1 Y1
/' 1/'. 7 1 1
,..,--: 1/, V1 Y1
1/'. 1/'. 1/ 7-
Vi 2/2 J/2 ½
-- -- -- 2
-- -- -- 1
Ys 1/g ¾ 9,{7
2-4' 2-4"
/5\ /9\
Y1 1/1
1/1 V,
V, 1/1
1/i 1/i
Y1 Y1
1/i 1/i
Yi 1/1
1/i 1/i
½ ½
- -
2 -
- -
- -
-- --
2 -
Yi Yi
Yi Yi
Yi Yi
Vt Vt
¼ ¼
4 4
2 2
½-, /2'
--- -
-
OR EQUAL
~ "
~
<;
~
~ --- -
-
~
- -
E.V.P.E.
MOUNTI
NO
R/W~
--- -
-
--......_
-s;::;:
~
¢2'17 '-
---
- OR EQUAL
DETECTOR
NG DETAIL
SCALE
5'
14'
---
12'
4 11'
11'
MAST ARM
STAINLESS
STEEL BASE
-
¢5
1 !--- ,__
Li -11'
-6 -
2 #10 ::p ---
5' ¢2 m
11'
-
1'1- ¢2
3• C, 6PR /19SIC~ R/W \
l230' TO
CONTROLLER AT PALOMAR X- - -3•
13 8 J-6-U T5-9&10
14 8 J-6-L T5-11&12
AIRPORT ROAD (APPRX. 900 FT.) WALK C,6PR#!9 SIC
& 2 #10 KTI>. HT._
ID FEET
15 3 1-5-U T4-5&6
16 J 1-5-L T4-7&8
PPB 2 1-12-U TB-4&COM6
PPB 4 1-12-L T8-5&COM6
PPB 6 l-/3-U T8-7&COM9
PPB 8 1-1 J-L T8-B&COM9
[VPA 2+5 J-12-U T9-4&COM6
[VPB 4+7 J-13-U T9-7&COM9
EVPC 6+1 J-12-L T9-5&COM6
EVPD 8+3 J-13-L T9-8&COM9
FLASH SENSE 1-14-U T8-1D&COM12
PHASE DIAGRAM
GROUP A
.
~
t
.
CJ
z <J- -l>
"'
i1l1 ¢2
N
_J
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CJ
z ...
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GROUP B
I
¢3
L
¢7
.
0 4
i ~
(3
co
«
I
« £CR
i1l4 C
t t
B -8
i1l8 DETAIL "A"
PR.omerDFSIGN CONSULTANTS
PlANNINli • ~ • llNGINmRJNo • SOiM!Y/GPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
EGORY M. SI-EDS, R.C.£ 42951 DAlE REGISlRATION DESIGNED PM EXPIRES 07-15-03 BY: REVIEW:
CRB
T: \Engr\1325\Plons-Fuerte\lmprovements\1325TS19.dwg 02/06/2003 10: 20: 23 Afvl PST ,>\<Of ESS I 04:
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"' Exp. 07-15-03
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STREET LIGHT UNMETERED CIRCUIT BREAKER. SERWCE CA8/NET SHALL 8£ ANODIZED ALUMINUM. [I] INSTALL SINGLE CHANNEL E. V.P.E., DETECTOR UNIT (3M OPT/COM MODEL 711 OR APPROVED EQUAL).
CONTRACTOR SHALL FURNISH AND INSTALL E. V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. (SEE DETAIL THIS SHEET)
II]FURNISH AND INSTALL TYPE "A' INTERNALLY ILLUMINATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGNS AS FOLLOWS:
LOCATION~AND<!)El Fuerte St
LOCATION Gateway Center Ct
LOCATION Gateway Genter Dr
nr--/-rr-r-.--,-._ @] FURNISH AND INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO
PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN ON PLANS, INCLUDING
VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION 8'
16'
1 '
I I
' I
I I
CAMERAS MOUNTED ON LUM/NA/RE MAST ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT.
II]INSTALL TYPE 1-A POLE WITH ADVANCE FLASHING BEACON AND W41 PER CALTRANS STANDARD PLAN ES-4C. REFLECTIVE SHEETING FOR W41 SIGN SHALL BE PRISMATIC, CUBE-CORNER (DIAMOND-GRADE OR EQUAL). LOCATE 350' NORTH OF X-WALK.
[z:I INSTALL 2• CONDUIT AND PULLROPE FROM SERVICE ENCLOSURE TO SERVICE POINT PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E.
R/W
---
~ MID. HT.
17 FEET
---
---
- -
------
J" c, 6PR 1/19 SIC TO
CONTROLLER AT GARDENGA TE
ROAD (APPRX. 800 FT.)
~/__:i,-._,_.,--r;uERTE sfREET R/W
, •... ·· ,.,,
6. ALL SIGNAL HEADS SHALL BE 12• IN DIAMETER WITH BACK PLATES. ALL RED, l'cLLOW, GREEN AND PEDESTRIAN SIGNAL JN[j/CAl/ONS SHALL BE L.E.D.
7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL 8£ INTERNATIONAL SYMBOLS. PWESTRIAN SIGNALS SHALL BE TYPE A, L.E.D. PEDESTRIAN PUSH BUTTON SHALL 8£ 2• ADA.
8. ANCHOR 80L T NUT COVERS SHALL 8£ PROVIDED FOR ALL STANDARDS.
9. SIGN PANELS FOR THE INTERNALLY !LLUMINA TED STREET NAME SIGNS SHALL 8£ FABR/CA TED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT).
10. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAmc STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAmc SIGNING SHOWN ON THESE PLANS.
11. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING.
12. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR.
13. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL 8£ BLANK DURING FLASHING OPERATIONS.
14. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL 8£ INSTALLED IN COORDINATION WITH THE STRIPING CONTRACTOR.
15. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONS7RUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA TION BY A LICENSED LAND SURVEYOR OR REGISTERED C/\>1l ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPR!A TE, SHALL 8£
FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
16. LIMIT LINES AND CROSSWALKS SHALL 8£ RELD LOCATED.
17. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL 8£ ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICKUP EQUIPMENT.
18. THE CONDUCTOR SCHEDULE JS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDW OPERATION.
19. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
20. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
21. LUM/NA/RE ANO 1./.S.N.S. SHALL HAVE TYPE IV P.E.C.
22. THE CONTRACTORS SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR FOR THE LOCATIONS OF
STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INST ALLA TION.
WORK TO BE DONE:
INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, ROAD PAVEMENT AND ASSOC/A TED EQUIPMENT TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS.
SPECIF/CA 7JONS
CITY OF CARLSBAD SPECIAL PROVISIONS FOR TRAFFIC SIGNALS
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIRCATIONS DATED JULY 1999 OR LA TEST REVISION THEREOF.
STANDARD SPECtFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION) STANDARD PLANS/DlxAl'dNGSIPROCEDURES & MANUALS
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY 1999 CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 EDITION) I I -~11 I
/
/ LEGEND
E7 1.1.S.N.S. STREET NAM£ SIGN
□
I I I
I I I I
16'
I I I I I @J ~
¢3 ¢3
I 10' 10' 16'
16' 10' 10' 1 '
y
I
I ~1 I
10 20 40 60
GRAPHICAL SCALE
I
SIGNS ON SIGNAL MAST ARMS
7 EMERGENCY VEHICLE PRE-EMPTION SENSOR
I ' I
D
•
~
NOTE:
5 1 CONTROLLER
2"C,2#-fj
----R'/W
SERVICE PEDESTAL
"te ..... A ~
~ lfCE -12,~1-
RfVfli141$q 8\':
NOUTURN
R73-2 R73-3
"AS BUil T"
~i ~- ~• •l
DA7c
IP. 0?1·31-oe.
c11.~l2,1JfJJ. bATE
IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL '
NOU TURN
R73-6
◄ I SIGNAL HEAD
_s;P~ PEDESTRIAN HEAD
..,,- VIDEO DETECTION CAMERA
C ~ VIDEO DETECTION ZONE
----- TRAFFIC Fl.OW ARROW (GRAPHICAL)
"9-- LUMINAIRE ON SIGNAL STANDARD
--- TRAFFIC SIGNAL CONDUIT
PRIVATE CONTRACT
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
TRAmc SIGNAL PLANS FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONS/BLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND
SPECIF/CATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELlEVE ME AS ENGINEER OF WORK AND OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
ENGfNEER LICENSE # DATE
2(%11
1---"---+--+--·-lt_:i:s -------1----+------l-----l-----ll ~ 9====1~==============-=I :::::::::· I
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
lRAFAC SIGNAL PLANS FOR;
NTE!RSEC710N OF B.. RJE!RTE STFEET
AND GATEWAY ROAD
APPROVED: LLOYD B. HUBBS . EXPIRES 12-31-05
• •
PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCEl----+----+--------------1-----+---l---+----I OF BEGIN OF CONSTRUCTION DA TE.
;!j,I~ ,lo :,
.(BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER).
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OlliER APPROVA aTY APPROVAL
DRAWING NO.
400-BE
CMWD XXX
Job no. 2199.00
03061
POLE SCHEDULE
STANDARD LUM/NA/RI VEHICLE SIGNAL MOUNT/NG PED
No. SIGNAL
SIG. LUM. LPSV TYPE M.A. M.A. MAST ARM POLE MTG.
A 1-A -- -- --- --- TV-2-T SP-1-T
B 26-4-80 40 12 250W 2-MAS SV-2-T ---
C 17 3 80 20 12 250W 1-MAS SV-1-T, SV-1-T SP-1-T
D 19-3-80 25 12 250W 1-MAS
E 1-A -- -- --- ---
NOTE. ALL EQUIPMENT IS NEW
CONDUCTOR SCHEDULE
AWG SIZE
OR
CABLE TYPE
p
~ s
E
POLE OR
CIRCUIT
NO. 14 CABLES A
CONDUIT SIZE AND RUN
SV-1-T
TV-1-T
C C B
0 Or--t--t--''-f'--:!+:......J,~*-;t"--';JL--+i"~
N N--t--t--c--t'--;+':......J,~*-;t"--':;JL--+i"~
D 3 Dl--+-L- __ D_t'-7t"c....:::;~7f".~1"-:',t"-~L-~ U U E C cl-+--____::_+---=+:e:.,...=:JL.--=-!L:....=.JL...:.::JL----1.J<'.'......!..j T 12 T 1--+-----+-+--+-l----t---1t---+--l
0 01--+-----+-+--+-l---+---1t---+--l
R R s 1--+-----+-+--+-l---+---1,---+--l
SP-1-T
SP-1 T
AB-121
ASTRO MINI-BRAG
OR EQUAL
PPB
¢ QUAD ARROVi
2 s R
-
8 E L
2 s L
8 E R
TOTAL NO. 14 CABLES - 1 2 3 1
#10
LIGHTING 2 3
5 5 E.V.P.E. DETECTOR
MOUNTING DETAIL
NO SCALE
FLASHING BEACON - 2 2 2 2 2
SIG. COMMON 1 1 1 1 1
#12 1.1.S.N.S. 2 2 2
SIGNAL SERVICE
TOTAL CONDUCTORS 4
VIDEO 1+6 B 1 1
COAX 2 D
* 8 C
VIDEO
POWER t---t------+-+--+--1---+----1--+----1
**
TOTAL VIDEO CABLE
E. V.P. CABLE 2 #20
INTERCONNECT 6PR #19
TOTAL CONDUCTORS/CABLES
* VIDEO COAX = BELDEN 8281
** VIDEO POWER = 3#1 6
DETECTOR ASSIGNMENT
SCHEDULE
NO. PHASE SLOT FIELD TERMINAL
1 2 1-2-U T2-5&6
2 28 I-3-L T2-11&12
J 2 I-2-L T2-7&8
4 6 J-2-U T3-5&6
5 68 J-3-L TJ-11&12
6 6 J-2-L T3-7&8
7 1 1-1-U T2-1&2
8 88 J-7-L T7-3&4
9 8 J-6-U T5-9&10
10 8 J-6-L T5-11&12
PPB 2 I-12-U T8-4&COM6
PPB 8 I-73-L T8-8&COM9
EVPA 2 J-12-U T9-4&COM6
EVPC 6+1 J-12-L T9-5&COM6
EVPD 8 J-13-L T9-8&COM9
FLASH SENSE I-14-U TB- lO&COM 12
PHASE DIAGRAM
GROUP A GROUP 8
()
•
z
"'
<f-- -I>
¢1
N
()
z
0-:
¢5 ¢6
2 #10 /
R/W
-
230' TO
X-WALK
[CR
B -8
¢8 DETAIL "A"
PROJECTDFSIGNCONSULTANTS
l'lANNHi • ~ • BNt:llNl!l!RING • SURVBY/Gl'S
701 B Street, Suite &00, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIB..DS. R.C.E. 42951 DAlE REGISlRAllON DESIGNED PM SUR'vEY EXPIRES 07-15--03 BY: REVIEW: REVIEW:
hJl;}.. 'Z•"-o) CRB
' '" ··"
T:\Engr\1325\Plons-Fuerte\lmprovements\132STS20.dwg 02/06/2003 10:17:10 AM PST
POLE LOCATION
SEE DETAIL ''.4.
1./.S.N.S.
A/B
-- 17'
Gardenl=e Wav
El Fuerte St
Garden/one Wo., 15'
15'
3M "OPTICOM"
DETECTOR OR
EQUIVALENT
MAST ARM
5'
13'
C
3'
4'
3'
3'
3'
REMARKS
STA. 21+ 70.43
I /ISTA. 22+44.50
DG TRAIL
EL FUERTE STREET
®
¢8
~-1-_J,,;,~¢6
ffiEVPA. EVPCIII
CONSTRUCTION NOTES
[I]1NSTAU TYPE 170E CONlROUER IN MODEL 332 ALUMINUM CABINET INCLU[)ING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHAU HAVE A PULL-OUT DOCUMENT lRA Y. THE CON7ROUER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE. ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 £PROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PR/ORJTY DISCRIMINATOR CARDS, TYPE 200SA LOCAL IN1FRSECTION CONTROL PROGRAM AND EDI 2010 £CL CONFLICT MONITOR UNIT. AN UNINTERUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CONlROLLER CABINET USING SWING-AWAY MOUNTING. THE UPS SHALJ. PROV/[)£ A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL IND/CA T/ONS AND PROVIDE POWER CON[)ITfONING TO THE CONlROLLEf? (CLARY SP 1000 SERIES OF APPROVED EQUAL).
(Ij!NSTAU TYPE Ill-BF SIGNAL AND UGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120 V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V 1./.S.N.S. UNMETERED CIRCUIT BREAKER, 15A-IP 120V STREET UGHT UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHAU BE ANODIZED ALUMINUM. [I] INSTAU SINGLE CHANNEL E. V.P.£. DETECTOR UNIT (3M OPT/COM MODEL 711 OR APPROVED EQIJAL).
CONlRACTOR SHALL FURNISH AND /NSTAU £. V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. (SEE DETAIL THIS SHEET)
[±]FURNISH AND INSTALL TYPE "A" INTERNALJ.Y ILLUMINATED DUAL FACE MAST ARM MOUNTED SlREET NAME SIGNS AS FOUOWS:
LOCA TION@AND (I}) Gardengate Rd
LOCATION (!)El Fuerte St
@] FURNISH AND INSTAU VIDEO DETECTION SYSTEM (/TERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR Ail. APPROACHES A:S SHOlffi ON PLANS, INCLU[)ING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CON1ROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINARIES MAST ARMS AND AU WIRING AND ANCILLARY EQUIPMENT. @]INSTALL TYPE I-A POLE WITH ADVANCE FLASHING BEACON AND W41 PER CALlRANS STANDARD PLAN ES-4C. REFLECTIVE SHEETING FOR W41 SIGN SHALL BE PRISMATIC, CUBE-CORNER (DIAMOND-GRADE OR EQUAL). SEE SIGNING AND SlR/PING PLANS FOR LOCATION.
II] MOUNT LUM/NA/RE 90' TO MAST ARM.
IIJ1NSTALL TYPE I PEDESlRIAN BARRICADE PER CALlRANS STD. PLAN ES-7P ~INSTALL 2• CONDUIT AND PULLROPE FROM SERVICE ENCLOSURE 7'0 SERVICE POINT PER SDG&:£ ----.__!_REQUIREMENTS. CONDUCTORS BY SDG&E.
©
MTD. HT.
17 FEET
--
SO' TO
X-WALK
2·c. 2 #l0
-
-
2·c
2 #io R/'fl
GENERAL NOTES
1. THE LOCATION OF ALL UNDERGROUND UTIUTIES ON THESE PLANS IS APPROX/MA TE. THE CONlRACTOR SHALL
DETERMINE THE DEPTH OF AU UTIUTIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONlRACTOR SHALJ. OBTAIN AU NECESSARY PERMITS AND NOTIFY AU UTIUTY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.
3. AU NEW PULJ. BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHAU BE MARKED WITH "lRAmC SIGNAL•. ALL PUU BOXES SHAU BE NO. 5 UNLESS OTHERWISE SPECIFIED.
MAXIMUM PUUBOX SPACING SHALL BE 200 FEET.
4. AU CONDUIT SHALJ. BE 3• UNLESS OTHERWISE SPECIFIED.
5. AU 7RAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE J" CONDUIT INSTAUED TO THE ADJACENT NO. 5 PUU BOX. THE CONTROLLER FOUNDATION SHAU HAVE A SPARE 3• CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
6. ALL SIGNAL HEADS SHALL BE 12• IN DIAMETER WITH BACK PLATES. AU RED, fill.OW, GREEN AND PEDESTRIAN SIGNAL IND/CATIONS SHAU BE LE.D.
7. PEDES7RIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESlRIAN SIGNALS SHALL BE TYPE A, LE.D. PEDESTRIAN PUSH BUTTON SHALL BE 2" ADA.
8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR AU STANDARDS.
9. SIGN PANELS FOR THE INTERNAUY ILLUMINATED SlREET NAME SIGNS SHAU BE FABRICATED USING PRISMATIC LENS SHEEnNG (DIAMOND-GRADE OR EQIJIVALENT).
10. THE CONlRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND /NSTAUA TION OF lRAFFIC SlRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND 7RAFFIC SIGNING SHOWN ON THESE.PLANS.
11. THE CONlRACTOR SHAU BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING.
12. THE CONTRACTOR SHAU NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED lRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR.
13. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESlRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS.
14. AU lRAFFIC SIGNAL IMPROVEMENTS SHAU BE INSTAUED IN COORD/NA TION WITH THE SlRIPING CONlRACTOR.
15. THE CONlRACTOR SHALL BE RESPONSIBLE FDR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESlROYED BY CONS7RUC710N. SUCH POINTS SHAU BE REFERENCED AND REPLACED WITH
APPROPRIATE MONUMENTATION BY A UCENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVE'flNG. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHAU BE
FILED BY THE UCENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
16. LIMIT UNES AND CROSSWALKS SHAU BE FIELD .LOCATED.
17. TESTING OF CONlROL EQUIPMENT AND CABINET WIRING SHAU BE ACCOMPLJSHED AT A FACIUTY DESIGNATED BY THE CITY OF CARLSBAD. THE CONlRACTOR SHAU DELIVER AND PICKUP EQIJIPMENT.
18. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTAUA TION GUIDE ONLY. IT SHAU BE THE CONlRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION.
19. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
12' co
- R73-2 22+00 C) 12' 20. ALL SALVAGED EQUIPMENT SHAU BECOME THE PROPERTY OF THE CONlRACTOR.
21. LUM/NA/RE AND /.I.S.N.S. SHALL HAVE TYPE IV P.E.C.
13'
-
3"C, 6PR 119
Ile 2 #10
QfESS Io
',§'( M. Sy/<';
'-' ,f) <a
"' <5 ff>
3 No. 42951
er: Exp. 07-15-03
* J'~ CIV\'--
rc OF Cl\'--''
5'
50' TO
UM/TUNE
0 JO
\/)
r.n uJ
er::::
co
R/W
20 40
GRAPHICAL SCALE
¢1
16' 4
I
60 ¢21"111-1f--l..
R34-ll:--t--~
I
-
Hh-trf!~Oii. D /
I
.2110,4112
5 1
CONTROLLER O :S
..--,.-.2•c,2f/6 :"' ~
~:,!_
I I I I
I I I I I
1;~ I ~~_J /
!'IT~W2 SERVICE PEDESTAL
10' 12' /5
I
I
I
SOG&E TRANSFORMER &:
SERVICE POINT
R/W
-
4 Jg:_ __
13'
S'
~.--,_._,.,"~•·-
R/W
-
3" C. 6PR I 19SIC
TO CONTROllER AT
GREENHA VEN DRIVE
{ APPRX. 29MJ FT.)
22. THE CONlRACTORS SHAU OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR FOR THE LOCATIONS OF
STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INST AUA T/ON.
WORK TO BE DONE:
INSTAU lRAmC SIGNALS, SAFETY UGHTING, ROAD PAVEMENT AND ASSOC/A TED EQUIPMENT TO PERFORM THE FUNCTIONS SHOW/'/ AND CALLED OUT ON THESE PLANS.
SPECIF/CA 1JONS
CITY OF CARLSBAD SPECIAL PROVISIONS FOR lRAFFIC SIGNALS CALIFORNIA DEPARTMENT OF lRANSPORTA TION STANDARD SPECIF/CATIONS DA TED JULY 1999 OR LA TEST REVISION THEREOF.
STANDARD SPECIF/CA T/ONS FOR PUBUC WORKS CONSlRUCTION (2000 EDITION) STANDARD PLMIS/DRAlttMGS,/fflOCEDURES & MANUALS
CALIFORNIA DEPARTMENT OF lRANSPORTATION STANDARD PLANS DATED JULY 1999 CAUFORNIA DEPARTMENT OF lRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONS7RUC710N AND MAINTENANCE WORK ZONES" (1995 EDITION) LEGDID
E7 /.I.S.N.S. STRli.E 1 NAME SIGN
SIGNS IN SIGNAL MAST ARMS 7 EMfRGENCY VEHICI.£ PRE-EMP710N SENSOR R34-2 R61-20.1 R73-2
◄ I SIGNAL HEAD
~
_.,p:-'O PEDESTRIAN HEAD
.,,,,. 'A()£0 DETEC110N CAMERA
C =:J VIDEO DETEC710N ZONE
..------ 'JRAfflC FLOW ARROW (GRAPHICAL)
--
LUMINAIRE ON SIGNAL STANDARD
TRAFFIC SJGNAL CONOUIT
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
7RAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS .DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND
SPECIF/CATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A
REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK AND OF MY RESPONS/B/UTIES FOR PROJECT DESIGN.
DATE PRIVATE CONTRACT ENGINEER LICENSE #
~~~--e~~A~~-~~~4' . .., ... ., 2 241
DA1E . fsHm7 Cl TY OF CARLSBAD [SHrusl
RCI!. 421;)51 DP. 03-3l•o& 1-----+--+----------------ll----+---+---+-----I ~ ~ __ E_N_G_IN_E_E_RI_N_G_D_E_P_A_R_TM_E_N_T __ ~ l_11j ~~;:=.~::::..~~====-----11---_-_---+t _-_----+-+_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----Ii_-_-_---+t _-_-_--4+_-_-_-_i_r _-_---1-1 ~---------------~ TRAFRC SIGNAL PL.ANS FOR:
NTERSECTION OF a. RER1l:: SJREE:1
AJtC) RE$1RANCH WA
APPROVED: LLOYD 8. HUBBsay
PROJECT NO.
CT 00-06
CMWD XXX
EXPIRES 12-31-05
DRAWING NO.·
400-BE
Job no. 2199.00
030603
17 307
POLE SCHEDULE
STANDARD LUM/NA/RI VEHICLE SIGNAL MOUNnNG PED
SIGNAL No. SIG. LUM. LPSV TYPE M.A. M.A. MAST ARM
A 1-A -- -- --- ---
B 26-4-80 40 12 250W 2-MAS
C 17-3-80 20 12 250W I-MAS
D 19-3-80 25 12 250W 1-MAS
[ 1-A -- -- --- ---
CONDUCTOR SCHEDULE
AWG SIZE p CONDUIT SIZE AND RUN
H POLE OR
OR A 3" 3•• 3" 3" 3" '-3'
CABLE TYPE s CIRCUIT ~ &. & 4- /4\. Is\ E
NO. 14 CABLE~ A z ::;"'.: 1/ 1/t 1/i 1/1
C C B 1/r 1/r // /".'. ::;"'.: 1/1 0 0 /".'. 1/r 'ii --;/ z 1/1 N N C D 3 D D z z -::/1 z z 1/1
u u E . :;;---'.'.. 1;;,-::. /".'. /".'. lz 171
C C
T 12 T
0 0
R R
s
TOTAL NO. 14 CABLES /7 72 y 3 ~ 1 / 1 / 5
LIGHTING 1 2 3 - - -#10 SIG. COMMON 1 1 1 1 1 1
#12 1.1.S.N.S. 2 2 2 - - -
SIGNAL SERVICE -- -- -- -- -- --
TOTAL CONDUCTORS 4 5 6 1 1 1
POLE MTG.
TV-2-T SP-1-T
SV-2-T
SV-2-T SP 1 T
SV-1-T, SV-1-T SP-1-T
TV-1-T
'-3'
~
1/1
1/1
1/1
1/1
1/1
1/5
-
1 -
--
1 SP-1-T
AB-121
ASTRO MINI-BRAG
OR EQUAL
PPB PO/£ LOCATION
SEE DETAIL "A"
1.1.S.N.S.
¢ QUAD ARROH A/B
2 w R 14'
r.reenh.aven Dr
8 s L El Fuerle St
2 w L Greenhaven Dr 14'
8 s R 14'
3M "OPTICOM"
__:::::::=\--~,__-DETECTOR OR
.._,. EQUIVILENT
E. V.P .E. DETECTOR
MOUNTING DETAIL
NO SCALE
MAST ARM
C
J'
4'
3'
3'
J'
REMARKS
STA. 51+00.00
171sTA. 51+63.00
¢6 SV-1 T@ 17'
DG TRAIL
CONSTRUCTION NOTES
[Ij INSTAU TYPE 170E CONTROLLER IN MODEL 332 ALUM/NtJM CABINET INCLUDING TH£ NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERAnON SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULLOUT DOCUMENT TRAY. THE CONTROLLER UNIT SHAU BE EQUIPPED 1+171-1 ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 £PROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMJNA TOR CARDS. TYPE 200SA LOCAL JNTERSECnON CON.ff/OL PROGRAM AND EDI 2010 £CL CONFLICT MONITOR UNIT. AN UNINTERUPnBLE POWER SYSTEM (UPS) SHAU BE INSTALLED IN THE CQN.TROLL£R CABINET USING Sl\1NG MOUNnNG. THE UPS SHAU PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECnONS USING RED LED SIGNAL /NO/CA nONs AND •PROVIDE POWER CONDinONING FOR CONTROLLER (CLARY SP 1000 SERIES OF APPROVED EQUAL).
II]tNSTAU TYPE Ill-BF SIGNAL AND UGHnNG SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120 V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V 1.1.S.N.S. UNMETERED CIRCUIT BREAKER, 15A-IP 120V STREET LIGHT UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHAU BE ANODIZED ALUMINUM.
Q] INSTALL SINGLE CHANNEL £. V.P.£. DETECTOR UNIT (3M OPnGOM MODEL 711 OR APPROVED EQUAL).
CONmACTOR S././ALL FURNISH AND INSTALL £. V.P.£. EQUJPMENT. MOUNnNG HARDWARE, CABLE AND ALL OTHER HARD WARE NECESSARY. (SEE DETAIL THIS SHEET)
[i]FURNISH AND INSTALL TYPE 'A" INTERNAUY IUUM/NATED DUAL FACE MAST ARM MOUNTED STREET NAME SIGNS AS FOUOWS: (SEE DETAIL "D')
LOCATION@ ANO @Greenhaven Dr
LOCATION©EI Fuerte St
@] FURNISH AND !NSTAU VIDEO DETECnON SYSTEM (ITERJS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DETECnON FOR ALL APPROACHES AS SHOWN ON PLANS. INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECnON CAMERAS MOUNTED ON LUMINARIES MAST ARMS AND AU l+fff/NG AND ANCILLARY EQUIPMENT. [Z]MOUNT LUM/NAIR[ 90· TO MAST ARM.
[!] INSTALL TYPE I PEDESffi/AN BARRICADE PER CAL TRANS SW. PLAN ES-7P ~ INSTALL 2• CONDUIT AND PUUROPE FROM SERVICE ENCLOSURE TD SERVICE POINT PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E.
GENERAL NOTES
1. THE LOCATION OF ALL UNDERGROUND ununES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHAU DETERMINE THE DEPTH OF AU ununES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY AU JOB SITE COND/7/0NS.
2. THE CONTRACTOR SHAU OBTAIN ALL NECESSARY PERMITS AND NOnFY AU unuTY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCnON.
3. ALL NEW PUU BOXES AND COVERS SHAU BE CONCRETE UNLESS 071-/ERWISE SHOWN. PUU BOX COVERS SHAU BE MARKED l+fTH "TRAmc SIGNAL·. ALL PULL BOXES SHAU BE NO. 5 UNLESS 071-/ERl+fSE SPECIFIED.
MAXIMUM PULLBOX SPACING SHAU BE 200 FEET.
4. AU CONDUIT SHAU BE 3" UNLESS OTHERl+fSE SPECIFIED.
5. AU TRAFFIC SIGNAL PO/£ FOUNDA nONs SHAU HA VE 3• CONDUIT INSTAUED TO THE ADJACENT NO. 5 PUU BOX 71-/E CONTROLLER FO/JNDATION SHAU HAVE A SPARE 3" CONDUIT STUBBED OUT TO 71-1£ ADJACENT NO. 6 PULL BOX FOR FUTURE USE.
6. ALL SIGNAL HEADS SHAU BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, l'FLLOW, GREEN AND PEDESTRIAN SIGNAL IND/CA nONS SHALL BE L.£D.
7. PEDESffilAN HEADS AND PUSH BUTTON SIGNS SHAU BE INTERNAnONAL SYMBOLS. PEDESTRIAN SIGNALS SHAU BE TYPE A, L.£.D. PEDESTRIAN PUSH BUTTON SHAU BE 2• ADA.
8. ANCHOR BOLT NUT COVERS SHAU BE PROVIDED FOR ALL STANDARDS.
9. SIGN PANELS FOR THE INTERNALLY ILLUMINATED smEET NAME SIGNS SHAU BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT).
10. THE CONTRACTOR SHAU BE RESPONSIBLE FOR THE LAYOUT AND INSTAUA noN OF TRAFFIC STRIPING, PAVEMENT MARKINGS ANO LEGENDS. PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS.
11. THE CONTRACTOR SHAU BE RESPONSIBLE FOR THE REMOVAL OF AU CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRJNDING.
12. 71-1£ CONTRACTOR SHAU NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAmc SIGNAL lJ.JRN-ON UNLESS APPROVED BY THE PUBLIC llml<S DIRECTOR.
13. FLASHING SIGNAL OPERATION SHALL BE RED ON AU PHASES. PEDESTRIAN SIGNALS SHAU BE BLANK DURING FLASHING OPERA nONs.
14. ALL mAFFIC SIGNAL IMPROVEMENTS SHAU BE INSTALLED IN COORDINAnON l+fTH THE smtPING CONTRACTOR. 1+6 B ½ Vi Vi VIDEO z 1,1 COAX 2 D /-
"1/'.'. /:'. v, V,
7".'. 7- Vi V,
R ,,__
EL FUERTE STREET 50' TO
x-WAfJ<
15. THE CONTRACTOR SHAU BE RESPONSIBLE FOR ANY MONUMENTAnON AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCnON. SUCH POINTS SHAU BE REFERENCED AND REPLACED WITH APPROPR/A TE MONIJMENTA nON BY A LICENSED LAND SURVEYOR OR REG/STEREO CIVIL ENGINEER AUTHORIZED TO PRACOCE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHAU BE FILED BY THE UCENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY 71-1£ LAND SURVEYOR'S ACT.
16. UMIT LINES AND CROSSWALKS SHAU BE FIELD LOCATED.
17. TESIJNG OF CONTROL EQUIPMENT AND CABINET WIRING SHAU BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHAU DEUVER AND PICKUP EQUIPMENT. * 8 C VIDEO
POWER
**
TOTAL VIDEO CABLE
E.V.P. CABLE 2 #20
INTERCONNECT 6PR #19
TOTAL CONDUCTORS/CABLES
* VIDEO COAX = BELDEN 8281
** VIDEO POWER = 3#16
7-
Vi
2 -
Ys
DETECTOR ASSIGNMENT
SCHEDULE
Vi V,
½ ½
2 2
- 1
¾ 912
NO. PHASE SLOT FIELD TERMINAL
1 2 1-2-U T2-5&5
2 28 1-3-L T2-11&12
3 2 I-2-L T2-7&8
4 6 J-2-U T3-5&6
5 68 J-3-L T3-11&12
6 6 J-2-L T3-7&8
7 1 I-1-U T2-1&2
8 88 J-7-L Tl-3&4
9 8 J-6-U T5-9&10
10 8 J-6-L T5-11&12
PPB 2 I-12-U T8-4&COM6
PPB 8 I-13-L TB-B&COM9
[VPA 2 J-12-U T9-4&COM6
EVPC 6+1 J-12-L ·T9-5&COM6
EVPD 8 J-13-L T9-8&COM9
FLASH SENSE /-14-U T8-10&COM12
PHASE DIAGRAM
"1/'.'. /:'. Vt
-::,".'.'.. -::,".'.'.. V3
-- -- 2
1 1 2
½ ½ Yrs
V,
½
2 2
Yrs -
R
--
'30' TO
X-WALK
-
-
J" C. 6PR j19SIC TO
CONTROll.ER AT
GAROENGA TE ROAD
(APPRX 2950 FT.)
GROUP A GROUP B
N
C)
z
Q'.
\1l1
..
<I- --{>
..
ECR
t t
DETAIL "A"
PR.OJF.CTDESIGN CONSULTANTS
PLfillNO • ~ • El!iOINlll!RING • SllRW!rlGl'S
701 B Stree~ Sni1" 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIMS. R.C.E. 42951 DATE REGISTRATION DESIGNED ),\ _ __ E>PIRES 07-15-03 BY,
✓ ~ ~ ~-i,-tJJ CRB
T: \Engr\ 1325 \Plans-Fuerte \Improvements \1325TS21.dwg 02/06/2003 10: 29: 40 AM PST -
'S'
13'
12'
--
13'
ofEss,
t{ M. Stt;,
-
-
50' TO
X-WALK
,_ ,19 G)
Ct)<:5 v'_
- -z S No. 42951 ,,,
o:: Exp. 07-15-03 f;;
C/V\\..
OF Cf<LI'<
®
-
0 10 20 40
GRAPHICAL SCALE
5 60
C)
C)
-t-
©
I
--
--
12'
10' r"-:
4 2 \ 12'
------- 13'
MTO. HT.
17 FEET 5'
--
----
-
----
L-----~-
-
J" C. 6PR j19SIC
TO CON7ROLLER AT
POINSETTIA LANE
(APPR. 850 n:)
18. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHAU BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE 7HE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERA nON.
19. 71-/E CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDUUNG l+fTH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECnONS.
20. AU SALVAGED EQUIPMENT SHALL EJECOME 7HE PROPERTY OF THE CONTRACTOR.
21. LUM/NA/RE AND 1.1.S.N.S. SHAU HA VE TYPE IV P.E. C.
22. THE CONTRACTORS SHAU OBTAIN APPROVAL OF THE PUBUC WORKS DIRECTOR FOR THE LOCA nONs OF STRIPING, PAVEMENT Ml¥FIKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLA nON.
WORK TO BE DONE:
INSTALL TRAmc SIGNALS, SAFETY LIGHTING, ROAD PAVEMENT AND ASSOC/A TED EQUIPMENT TO PERFORM 7H£ FUNClJONS SHOWN ANO CALLED OUT ON 7HESE PLANS.
SPECIF/CA T/ONS
CITY OF CARLSBAD SPECIAL PROVISIONS FOR TRAFFIC SIGNALS CALIFORNIA DEPARTMENT OF TRANSPORTA nON STANDARD SPECIF/CA nONs DA TED JUL y 1999 OR LA TEST REVISION THEREOF.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSmUCTION (2000 EDmON)
STANDARD PLANS/QRAWINGSIPROCEDURES & MANUALS
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY 1999 CALIFORNIA llEPARI'MENT OF TRANSPORTATION, "MANUAL OF ffiAFFIC CONTROLS FOR CONsmucnON AND MAINTENANCE WORK ZONES" (1996 EDmON)
LEGEND
SIGNS IN SIGNAL MAST ARMS E:J I.J.S.N.S. S"lREET NAME SIGN OLLER
2"C,21f.6
~r ,,
7 EMERGENCY VEHICJL PRE-EMPT10N SENSOR
.1,1---11 SOG&:E TRANSFORMER &
SERVICE POINT
•--~R/W
"AS BUILT"
R34-2
ONLY ONLY
R61-20.1 R73-2
◄ I SIGNAL HEAD
--0~ P£DESTRIAN HEAD
.llf' VIDEO DETEC110N CAMERA
C ~ VIDEO DETECTION ZONE
TRAFFIC FLOW ARROW (GRAPHICAL)
'9- LIJMINAIRE ON SIGNAL STANDARD
--- TRAmc SIGNAL CONlJUIT
PRIVATE CONTRACT
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF 71-/E BUSINESS AND PROFESSIONS CODE, AND 71-/A T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS .
I UNDERSTAND THAT THE CHECK OF 71-1£ PROJECT DRAl+fNGS AND
SPECIF/CATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A
REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK AND OF MY RESPONS/B/UllES FOR PROJECT DESIGN.
ENGINEER LJCENSE II DATE
~ CITY Of CARLSBAD ~
l----+--+----------------l---+---l---+-~~~--E_N_Q_NE_E_R_IN_G_DE_P_A_R_TME_N_T _ _,L1±_j r ,,,.'ffi...,ij __ ijEo"im-----------,_ _ _J_ __ +---------------L--1-==c==r~_J ~TR-AFR--c-SIGN-· _AL_PLA_· -NS-FOR-·-=---------- INSPEC~
NOTE:
NTERSECTION OF a FUERTE 8T1EET
ND GREEHfAVEN DRIVE
APPROVED: EXPIRES 12-31-05 IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR Pl AN CHECK 90 DAYS IN ADVANCE OF BEGIN OF CONSTRUCTION DATE. 1----+--1-----------------l--+---l--+---I '-'-"=--"' r=::-;--;::-:--;---,515F--,
N~~o,. D "'
(BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER).
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVA CITY APPROVAL
CMWD XXX
PROJECT NO.
CT 00-06
DRAWING NO.
400-BE
Job no. 2199. OD
030603
12 307
I .,,, .,,,, .,,,, .,,,, .,,,, .,,,,
0 I
I
I
I
I
I
5 10
,
I
20 GRAPHICAL SCALE
SCALE: 1" =10'
T: \Engr\ 1325 \Plans-Fuerte \lmprovemen ts\ 1325 TS22.dwg 30 IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN OF CONSTRUCTION DATE.
(BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER).
12/31/2002 02:12:07 PM PST
184.27 TC
183.77 FL
184.15 TC
183.85 FL
184.14 TC &.,.
183.64 FL "-4.l"~tl---~L---·:::s,?.L---:il----~----"----~7
EL STREET
0 PR.omcrDFSIGNCoNSULTANTS
PlANNINO • l!NYJRaNMllNrAL • F.NelNi!l!Rl!i0 • SURVl!!"/GPS 701 B Street. Suite 8()(), San Diego. CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIElllS. R.C.E. 42951 DAlE REGIS1RA110N
El<PIRES 07-'5-03
....., __ ~ 1-Zl/·fl",
DES1GNED
BY,
CRB
'i<ofESS/o,1,:
i M. Si-t/. '-1(
,-.: Ji? ~1=,
"' Cy U' -
"' No. 42951 /ii
~ Exp. 07-15-03 ~
CIV\\.
l't: OF Cf>.\.\~
184.24 TC
1 3.74 FL
POINSETTIA. LAIE
.... -"·····-·-- ---·-·-·--··••s-
• AS BUii. T~
~
PRIVATE CONTRACT
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HA \if"
EXERCISED RESPONSIBLE CHARGE O\if"R DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND
SPECIF/CATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT REUE\if" ME AS ENGINEER OF WORK AND OF MY RESPONS/BIUTIES FOR PROJECT DESIGN.
ENGINEER LICENSE# DATE
fsHml CITY OF CARLSBAD fSHmsl
t-----+---+----------------r---+---+---+---tl.±U._ __ E_N_G_~_E_E_R_IN_G_DE_P_A_R_T_M_EN_T __ ~Ll±_j IMPROVEMENT PLANS FOR:K-nL ec,a.wQF
EL .RERTE S1REEI
AND POINSETTIA LAIE
APPROVED: LLOYD B. HUBBS 6 Y' EXPIRES 12-31-05
R~ If t pPw ~Nita& -v,a~ :;!!>
l-=-c-=::-+.,,.,-:c-.,-,-j-----------------t---,,---c=:-+.,.,,,,,,,-+-,,...,.,,:::-r,-=-cc-i ~=='.:::==:::;-;;:.-=-=:'..:':'-=:'..'."'.':'.'..::'...'.'.'..::'...'.:-=-=..::-;:.=-=-=-=-::'.:'.:.::=.=.=.=.~ DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:~~~.{ PROJECT NO. DRAWING NO .
REVISIO ON CHKD BY:. CT 00-06 400-8E NGINEER OF WORK N DESCRIPTI OTHER APPROV CITY APPROVAL RVWD BY:
CMWD XXX
Job no. 2199.00
------ -------------
030
iZ
t"''
,f.
197 145.27 ""S.-17 15s..;, ""so ""16',5 • (9
1 re '¼J. 11.
44:5.1 FL 44-4.1
,f. S.,1a S.7.9 YS..9.9 4,5. /6' 15s.s2 S.27 445.03
-0"'
156'.-,o .,.,6'J "16.J,5 ""62 .,.,60 ""S..90 4.,?? -ts.6-, ID :\ '<:
"6'.J2 "6'.16' $.? 'o ,.. v- 1', ·? . (9 . !.]
~-,.. "'..
I'
~-o-, '<
~
·,-,, ,..
O' -'
...--o
1? <
?:10 6'.97 156'.ao 156'.?3 "6'.6,5 .,.,6 .5, . 6 .,.,6,5 . '
.,.,, ·15 .,.,6' 2 . 'f "6'.0.9 "S..97 '14,5 8, . 6'
""?o, . '6
142 4-17?. .,.,67, '1f66' "ws, 144 00
-1;:64 447 5. -1;: .,2 447 J 4470 1.i
<S
. ., . ., . <' . (9 14 0 . 6' ·? ·6
" -. / t 4 Cl)·
EXIS71NG MEDIAN "'Ix '?'f, ql" ixl' ,f,
':b" • ~- "''l:, ""iY .. w:i· IS' -~ IMPROVEMENTS PER DWG NO. 314-3 -.v "" "'-~
'147 6 ·!) '14;:60 -1-t;: 48 447 ,3, ·6 14;:25 447 l ·J 4-,:70 . '!• 16. '2 416.BJ "16. ?5 "6'.66 46'.57 t</5.18
PALOMAR AIRPORT ROAD
,..
•04 '14?45 4-,:7 J . <' ?19 44?07 "ws ·4 "6'.a1, 16. ?4 .,.,66 ·? 6'.67 t</5. ., 6'..,? 156'.J-, ,..
EXISTING MEO/AN ~ -' . ..,.
IMPROVEMENTS PER OWG NO. 314-3 C> 0
*
.,.,? '1'47 J t<t;: !? .,.,? 0 ""6a .,.,6'. 45 156'.Jo 6'.,22 S..95 ·10 . , . !.] • (9 .,.,? J, ·8 4";:25 4;:,? '1'47 O ·'2 155.8? 1515:?7 •06 '1'46 •47• ,¢. .J2 4462 . :.? 156'.06 cs fl? 15.s:a.; "1.,69 ENO OF EXJS17NG CONCRETE ---
END OF EXISTING CONCRETE LOCA 710 OF CURB & GUTTER PER OWG N0.314-3 CURB & GUTTER PER DWG NO. 370-2 ""' SAWCUT UN£ END REMOVAL OF A.G. BERM
EXISTING CURB & GUTTER
IMPROVEMENTS PER DWG NO. 314-3
BEGIN REMOVAL OF A.C. BERM ""?,, if"'s Y61a ,/J
- - - - - r~- -~;;~::r::~,;-~-~ .. -.... -.-.... -.. -/-:~~;-:--..::::::~~~.:::::.+~,,--.:::::::4 __ ,:::::::~~-.:::':::::4---=,~,4-~~.:::::::4+ __ .:::::::+~s-.:::::::+-~~~O';;:-+---_=:::,t---_.::,t-__ ~ - - - - ft:~1=~ ·-.( -. .,._, -,
LEGEND
(XXX.XX) ELEVA 710N PER SURVEY SHOTS OBTAINED 6-5-02
xxx.xx• ELEVATION PER ORA WING NO. 314-3
I: >< 1 REMOVE EXIS71NG A.C. PAVEMENT
• AS BUILT'
445.90 FL
~
OAl'E
~445.35 TC
44.85 FL
REMO A.G. BERM
PER 14-3
15S.27
/
.. ·
/
/ ---..... ,.
.. ¥4/5;>
REMOVE A.C. BERM
PER 314-3
445.19 TC //
444.69 FL/I
444. 4 TC
444. 4 FL
EXIST. A.G.
TO REMAIN PER 314-3 NEW SEC710N
A. C. P'VMNT & BASE
SAWCUT DETAIL
NOT TO SCALE
PRIVATE CONTRACT
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HA VE
EXE:RCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SEC710N 6703 OF THE BUSINESS ANO PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIF/CA 1/0NS BY THE CITY OF CARLSBAD IS CONRNED TO A
REVIEW ONLY ANO DOES NOT REUEVE ME AS ENGINEER OF WORK
AND OF MY RESPONSIBIUTIES FOR PROJECT DESIGN .
ENGINEER LICENSE If DATE
REI/IE. WliO 8Y: EL FLJER1E STREET
fsHrnl CITY OF CARLSBAD SHEETS
1----+---1------------------ll----+--+---+------1 ~ .__ __ E_N_G_tN_E_E_Rt_N_G_D_E_P_A_R_TM_E_N_T __ _, __ 2_4_:;~' 0 5 10 20
~Hx ~
GRAPHICAL SCALE
SCALE: J" = 10'
30 j
IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN OF CONSTRUCTION DATE.
(BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN APPROVAL BY CITY ENGINEER).
T:\Engr\1325\Plons-Fuerte\lmprovements\1325TS23.dwg 12/31/2002 02:12:30 PM PST PR.o.JECTDFSIGN CoNSULTANTS
l'lANNINO • ~ • ENlllNl!l!RINn • Sl.DM!Y.IGl'lil
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREG~Y M. SHIELDS, R.C.E. 42951 DATE REOISJRA110N
EXPIRES 07-15-W
DESIGNED
BY:
PM
REYIEVt
SURITT
Zf
DA TE INITIAL
NGINEER OF WOO< REVISION DESCRIPTION
DATE INJTIAL DATE INITIAL
OlHER APPOOV CITY APPROVAL
IMPROVEMENT PLANS FOR: m.-r.:a m OF
EL RJERTE SIREEI
AND PALOMAR AIRPORT ROAD
APPROVED: LLOYD 8.
CMWD XXX
EXPIRES 12-31-05
;!;/~.'J
DRAWING NO.
400-BE
Job no. 2199.00
-.
030,
12 ,:...:
\)
~
~
~
WIRING AND INST ALLA T/ON
SEE TEST BOX DETAIL-~ GREEN AREA SIDEWALK
EXOTHERMIC
WELD (TYP} SEE
DETAIL 3
1-----+--
@ ----
-111 I 111
TO REMAINING
ANODE
WARNING
TAPE
CML& TC STEEL
REC WATER--~
NOTES:
(SEE NOTE 1}
1-NO. 12 WHITE
THWN ANODE LEAD
2-NO. 8 BLACK
HMWPE PIPE LEADS
MAGNESIUM ANODE
SEE DETAIL 6
(2 REQRD} 1-----+-
SEE NOTE 1
6' MIN (SEE NOTE 2}
1. 1 ANODE SHOWN, 2 ARE REQUIRED. ANODES TO BE
INSTALLED PARALLEL TO THE PIPE, 15 FEET
APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO
BE TRENCHED TO CTS AT A DEPTH OF 36",
2. INSTALL ANODES AT A 6' MINIMUM DISTANCE FROM PIPE.
AT GRADE 2-WIRE TEST STATION
WITH ANODES
DETAIL
NO SCALE
GENERAL CATHODIC PROTECTION NOTES
1. ALL MATERIALS AND INST ALLA T/ON METHODS SHALL BE IN
ACCORDANCE WITH THESE ORA WINGS AND TECHNICAL
SPECIF/CA TIONS.
2. UNLESS OTHERWISE NOTED ORA WINGS ARE NOT SHOWN TO
SCALE.
3. ALL AT GRADE TEST STA T/ONS SHALL BE THE CIRCULAR,
CONCRETE, AT-GRADE TYPE WITH A METAL LID.
A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED
IN TEST BOX.
B. BOTTOM OF TEST BOX SHALL BE NAT/VE SOIL.
C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK}
IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED
AREAS.
D. PLACE TEST BOX BEHIND SIDEWALK WITH APPROVAL OF
CITY OF CARLSBAD. DO NOT PLACE IN STREET OR MEDIAN.
E. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 2 SHEET 24.
4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE
LOCA T/ON OF ADJACENT STRUCTURES AND UTILITIES AND FOR
AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES
OR UTILITIES.
5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE ORA WINGS AND SUBMIT 'AS-BUil T' ORA WINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK.
6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS
IND/CA TED IN THE ORA WINGS OR AS SPECIF/CALLY APPROVED BY THE ENGINEER.
7. THE CONTRACTOR SHALL REPLACE LANDSCAPING IN KIND.
8. WIRES SHALL BE TAGGED USING MINIMUM 10 PT. FONT AND CONTAIN:
PIPELINE MATERIAL & SIZE
DA TE INSTALLED
PIPELINE ST A T/ON NO.
PROJFCTDFSIGN CONSULTANTS
l'IANNINU • ~ • Hl«llNl!l1IIIN • SOJM!Y'/Cll'S
701 B Street, Suite 800, San Diego, CA 92101
619'235-<5471 FAX 619-234-0349
GREGORY M. SHIB.JlS, R.C.E. 42951 DAlE REGISTRATION DESIGNm PM EXPIRES 03-31-04 BY: REVIEW:
,
~ 1-10-0) --,,
SURVEY
REVIEW:
STEEL WASHER & NUT
(BOTH SIDES/(2 PLS} ------® ~ ,j
INSULATING WASHER ~ ..
(BOTH SIDES}---~----"
INSULATING MATERIALS:
GASKET - TYPE "E" G10 GLAS
W/ RECT. 0-RING
SLEEVE - G10 GLASS
WASHER- G10 GLASS
EXTERNAL PETROLATUM
WAX TAPE WRAP SEE
SPECIF/CATIONS~
INSULATING SLEEVE
(FULL LENGTH}--~
THREADED
STUD (2 PLS}
/NSULA TING GASKET
(TYPE El
EXOTHERMIC WELD
PROCESS. (TYP} SEE
A B . ·. ILh·Y:---c_.._o_,. __ o_E_T_A,1L Cl)
SEE NOTE 1
NOTES:
CML&C/STEEL
REC. WATER
1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VAL VE BONNET AND BASE.
2. INSTALL TEST BOX BEHIND CURB SIMILAR TO DETAIL 1.
ON THIS SHEET.
BURIED INSULATING FLANGE
DETAIL
NO SCALE
FLEXIBLE COUPLING
2-BOND WIRES-A WG NO. 2
STRD. COPPER WIRE (TYP}
WITH HMWPE INSUL. --
EXOTHERMIC WELD
(TYP} SEE DETAIL
@
NOTES:
1-NO 6 A WG HMWPE
(TYP} SEE NOTE 4
BEND
TEE
1. ALL WIRE WELDS SHALL BE 3" APART MIN.
SPOOL
VALVE
2. ALL BOND WIRES SHALL BE INSTALLED AT MINIMUM LENGTHS.
3. BOND WIRES SHALL NOT BE INSTALLED ACCROSS INSULATING JOINTS.
4. BOND WIRE SIZE SHALL BE A WG NO 2. TWO ARE REQUIRED.
ONE NO. 6 A WG HMWPE IS REQUIRED FROM PIPE TO VAL VE BODY, SPOOL, COUPLING, AND TEE.
MECHANICAL JOINT BOND
DETAIL
NO SCALE
HANDLE--
~-GRAPHITE COVER
~-STARTING POWDER
LLL1.,......--- METAL WELDING POWDER
PIPE
~~1---- METAL DISC
1-------- GRAPHITE MOLD
SLEEVE-~ ~-WIRE
~ @ STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN x 3 IN} ®~-------~} TO BARE SHINY METAL AND CLEAN.
D ~ STEP 2. STRIP INSULATION FROM WIRE. ATTACH SLEEVE
WHERE REQUIRED BY MANUFACTURER.
~ ~® STEP 3. HOLD MOLD FIRMLY WITH OPENING A WAY FROM
@ _j OPERA TOR AND IGNITE WITH FLINT GUN.
~ ~© STEP 4. REMOVE SLAG FROM CONNECTION AND PEEN
@ _j WELD FOR SOUNDNESS.
~ I g~ STEP 5.
NOTES:
COVER CONNECTION AND EXPOSED STRUCTURE
SURFACE WITH A BITUMINOUS GOA TING COMPOUND.
PLACE PLASTIC SHIELD CAP FIRMLY OVER
CONNECTION.
1. ALL WIRE WELDS SHALL BE MINIMUM 3 INCHES APART.
2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES,
EXOTHERMIC WELD PROCESS
DETAIL
NO SCALE
1 ~-----ANODE LEAD
I- THWN (WHITE}
NO. 12 AWG
STRANDED
COPPER WIRE
~"'7't--4--- SIL VER SOLDERED
MAGNESIUM /NGO T
DIMENSIONS:
5" X 6" X 32" LONG
/NGO T WEIGHT: 48 LBS.
PKGD WEIGHT: 105 LBS.
(APPROX.}
CONNECTION
r---t-----MAGNESIUM ALLOY
INGOT
---- GAL VAN/ZED
STEEL CORE
CLOTH BAG
---- PACKAGED BACKFILL
COMPOSITION:
75% GYPSUM
20% BENTON/TE
5% SODIUM SULPHATE
CHEMICAL COMPOSITION
(HIGH POTENTIAL}
ELEMENT
Aluminum
Manganese
Copper
Nickle
Iron
Other
Magnesium
CONTENT%
0.010
0.50 TO 1.30
0.02 MAX
0.001 MAX
0.03 MAX
0.05 MAX
BALANCE
CONCRETE
TEST BOX,
SEE DETAIL
BRASS
7 CONCRETE
PAVEMENT OR
PAD 24" SQ
SPLITBOL T (TYP}-~
X 4" THICK IN
UNPAVED AREAS
ONLY
' > .,,._- ~
NATIVE
SOIL
TO CML&TC
STEEL REC
WATER LINE
WIRE
A&B
- NO. 4 REBAR
(ALL FOUR SIDES
~~~~~ti~~~t----~~o~n - 0.01 OHM
SHUNT
18" SLACK WIRE
(TYP}
·- .1----- A VERY
TO ANODES
NOTE:
LABEL
1. SEE GENERAL GP NOTES
WIRE I.D. LEGEND
SIZE
2 - NO 8 HMWPE
LABEL !DENT/FICA T/ON
STL/CML& TC RW
' 1-
....J
:'.)
cO
2-WIRE TEST STATION WITH ANODES V)
WIRING DIA GRAM ,~
1-3/4"
3-1/ 4"
DETAIL
NO SCALE
~1.,,SBAD CAST IRONCOVER
v'?- .:;;c----c;._ -fc ~ MARKED AS SHOWN
d
CORROSION
ST
13-1/2"
O.D.
8"
,:'.
,•
<.
',
,: 8-3/ 4" -~
' I.D. ~
CONCRETE BODY
12"
7/8.) V "1.
COVER WEIGHT: 12 LBS.
BODY WEIGHT: 54 LBS.
CONCRETE TEST BOX
DETAIL
NO SCALE ©
MAGNESIUM ANODE 7-9-0 ADDED SHEET 24 fSHm7 CITY OF CARLSBAD ~ i------;----t-----------------t-----+--+----+----t Ll±_J ENGINEERING DEPARTMENT Ll±_J DETAIL
NO SCALE
;::::===-==========:'.==~ PLANS FOR:
EL FUERTE STREET
CATHODIC PROTECTION DETAILS
J,,,t,,.~r.i'""-ZL-P ~~""""-- 7,-33·03
i------i----t-----------~----+-----+--+----+----t WILLIAM E. PLUMMER PE 28176 EXP 03 31 06 DATE OWN BY: --- PROJECT NO. DRAWING NO.
CHKD BY: -- CT 00-06 400-8E RVWD BY:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
PROJECT
SITE
CITY or ENCINITAS
DRAWWGS:
SDP 06-17 TfNTATIVE MAP FOR SIT[ DEVELOPltlENT
-400-8£ EL FUERTf: STREET MIPROVEl,IEN TS
W0- 8 RESIDENTIAL BACKBONE
W0- 88 INDUSTRIAL BACKBONE
421-3 PLANNING AREA'S T-5
415-3A BRESSI RANCH "1LLAGE SQUARE
415-3 BRESSI RANCH AFFORDABLE HOUSING (IMP)
415-JC BRESSI RANCH AFFORDABLE HOUSING (GRD)
423-4A BR£SS/ RANCH 11£1CO,,, HOii£ CENTER
411-4 PLANNING AREA 7 GRADING .t EROSION CONTROL
411-4A PLANNING AREA 7 IMPROVEl,IENT PLANS
WO-BA MASS GRADING .t EROSION CONTTROL PLANS
WO-BF EL FUERTf: GRADING PLANS
CITY OF VISTA
415-38 PLANNING AREA 15 IMPROV£1,1£NT PLANS {INCLUDES RNNILA PLACE AND TOWN GARDEN ROAD) PROJECT LOCA 110N
THIS PRo.ECT JS L<JCA T[D ltlTHIN ASSESSORS PARCEL NUMBER(S) 213-191-02
THE CALIFORNIA COORD/NA TE INDEX OF THIS PRo.ECT IS:
1990-6252 (LAMBERT COORO/NATf:S J-f6-1696)
SOLfiCE OF 71
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY: PHOTOGRAJIMETRY METHOOS FROII INFORMA 1/0N GA THEREO ON, MAY TT, 1998 BY SAN-LO AERIAL SURVEYS ANO THE MASS GRADING CONTOURS PER OIIG. NO. 4(){)-8A.
TOPOGRAPHY SHOWN HEREON CONFORl,fS TO NATIONAL MAP
ACCURACY STANDARDS.
WORTANTNOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE RfQUIRES A 0/C ALERT /DENT/RCA 1/0N NllflBER BE ISSUED BEFORE A "PERl,f/T TO EXCA VAT[" ltlU BE VALID. FOR YOUR 0/C ALERT 1.0. NUMBER, CAU LINDERGROUNO SER\IICE ALERT:
TOLL FREE 1-800-422-4133; 00 WORKING DA I'S BEFORE YOU 0/C.
EENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIE"U ON ON CENT£RUNE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC ELEVATION: 311. 407 M.S.L DATUM: N.C. V.D. 29
;---
IMPROVEMENT PLANS: WORK TO EE DOfE:
BRESSI RANCH VILLAGE CENTER
THE IMPROV£1,1ENT WORK SHAU BE PERFORl,fEO IN ACCORDANCE WITH THE FOU.OltlNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTf:D BY THE arr ENGINEER
. -- - I
Ji
T. CARLSBAD MUNICIPAL CODE
2, CITY OF CARLSBAD STANDARDS ENC/NEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTIONS NO. 6310, 6311, 6312 ,t 6313 OATf:O JUNE 20, 2007.
5. THE STANDARD SPEaRCAT/ONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK) ,:-
CAfLSBAD "TRACT CT 00-06
MAP14600
6. THE SOILS REPORT TITLED "CEOTf:CHNICAL PRWMINARY INVEST/GA TION, BRESSI RANCH VILLAGE CENTER, A PORTION OF PLANNING AREA PA-15" PREPARED BY LEIGHTON ANO ASSOC/ATf:S DA TED JANUARY 25, 2007.
·~_ .. I :::_
.--·· --
IHl!ilill-- - ~----
-·--· - --
/ / ¾:~ ~ · •'
·' .··'Ni·,•/; . .. _, . , . , , : : : , .
,.
.• I ,
'jo . 1 i ' ,
,. 0 . c:,
I • io;" . ,
/ / ' """""""..-- / ' -. 1 m '
·-
;~ ·-f~~?·➔~"'-
··• / / MAJOR 'A' •
,~~r ~:?:.,,-_\:tY:,:-r:::-,:~-'. :-·-;;.-,,·{ ; ,<·;;;,,'1,\~': :A, ... ::; ~. \~ - - • SH;:,I {1 .• i ,-,."iii>,
. '
w l).oe-soo.AfE
-riwa~-~M
/ ,; --- • • '-
, ·.:v ... •.::.. '',- . --·' ____ _: ___ __ ¥ !---· ..• BOYSANYal:S Q..lli ..
" '
•• · ... ' /;:\ ,~_}g~~-.
B>SISOF~
THE BASIS OF BEARINGS FOR THIS IENTA 11',E' IIAP IS THE CMJFORN/A COORO/NA TE SYSmt, NAD BJ. ZOIE 6 AND WAS ESTABIJSHED BETIIEEN STATION NO. V-2002 PER R.0.S. 14023 AND STATION NO. SDGPS- 41
ESTABIJSHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.£, N88'54'05"W THE Wtl8INED SCAJ.£ FACTOR AT STATION V- 2002 IS 0.999911119. GRID 0/STANCE=GROUND DISTANCE X COIIBINEO SCALE FACTOR. AU MEASURED DISTANCES SHOWN HEREON ARE GROUND 0/STANCES. TH[ IIAPPING ANGLE AT STA110N V- 2002 IS - 0"32'51.881" QUOTED BEARINGS FROM RfffR<NCE IIAPS,IT)EEDS MAY OR IIAY NOT BE IN TERIIS OF SA/0 SYSmt.
DECLARA 110N OF CHAFiGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECnON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICAnONS BY THE ,,:·(·"'.": ::.:~·i::- vf:·~~
,-MAJOR "B'
KEY MAP
SCALE: 1"=100'
SI-EETNDEX
SHEET 1
SHEET 2
SHEET 3
TITLE SHEET, KEY MAP ANO NOT[S
NOTES
DETAILS .t CROSS-SECTIONS
SHEETS 4 TO 12 __ _____ _ WA T£R .t SEIIE"R, PLAN .t PRORLE CURB RETURN PROFILES SHEET 13 _________ _
SHEET 14 _ _ _ _ _ _ _ _ _ _ SIGNING ANO STRIPING PLAN
OW1ER I DEVELOPER
NAME: LNR CPI BRESSI RETAIL, LLC
CONTACT: JEFF ltlWAMS
ADDRESS: 4275 EXECUTIVE SQUARE, SUIT[ 210
LA JOLLA, CA 92037
PHONE: (858) 410-9765
CITY OF CARLSBAD DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL/nES BY: ___________ _
FOR PROJECT DESIGN,
FIRM: PROJECT DESIGN CONSUL TAN TS
------------------ADDRESS: 701 B STREET. SUITE 800 --'--CC-"-"-='-'--'=-c-=-.::.::.;;._ ___ _ _ • CITY, STATE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 235-6471
BY: ~ ol i /11«;_
NORMAN L. SAKARA
R.C.E. N0. _____ 4:..::6c:.1:c66:__ ________ _
REGISTRA nON EXP/RA 1/0N DA TE: 12/31/08
---'--'------
o,rEs,
~l'-1-1 L. S
~ ,_ 0 (;)
"' ~ y -z <!> ,.,
.... ,., r,:. .,.,
C/y\\.
"" c,-u
.£FF ltlWAMS
ITS: ___________ _
DIRfCTOR OF DEVELOPl,fENT- SAN 0/EGO
~~1'4, 1:a.!17 07
SIGNA
SIT[ GA Tf:WAY ~ ARADISE RO/EL FUERT[ RO
ADDRESS: CARLSBAD, A
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Su1Vey 701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
NOIIIN< L SMARA. R.c.£. 4'196 DAlE IIDISlRAllClN IEIIGNED PII - 12-31-oll BY, IIE\£Wc
~--~~/«••· IZr-17- ~ 7 Ml+ ~S
' .~El.,:~;, :-:--:
- --------c..:.-.... ----- -~-. -.. • -. - ~1"
' J
rn
N
Ofe.l SPACE LOT &
CAR..SBAD "TRACT CT 00-06
MAP14600
KEY MAP LEGEND
---s---
-s--
---w--
===50==
"°'
RIGHT OF WAY
SEIIE"R UNE
SEIIE"R MANHOLE
WA T[R MAIN
STORl,f DRAIN
LOT UN£
STREET UCHT PER DltG NO. 4(){)-8
RRE HYDRANT
RRE HYDRANT PER OIIG NO. 4(){)-8
SHEET UM/TS
SHEET NUWER
LOT NUMBfR
fllt
'J( 11$/'l,Cfl t.eftl,lfl/cE. Pcfl. t:i-2~. 12,'1 c:,F
,i l! # ~ r<cPLFlcelll~T TY'•• 3" lF
'f SIP~LK RffLf!~/,lfl=Nr Jlfl/ sf
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOO/RED BY 7HE arr OF CARLSBAD STANDARDS.
8. CAUFONIA COASTAL COIIMISJON OEVELOPl,fENT PERMIT CONDITIONS DA TEO _..aNi,,./A.___
9. STORM WA T£R POLLUTION PREVENTION PLAN PREPARED BY POC, DA TEO JJNE 2007.
IMJJO NO, 937C349082
10. STORM WAID? MANAGEMENT PLAN PREPARfO BY PDC, DATED SEPTDrlBER 2007(.slilMfO?-S~
11. CALIFORNIA STORl,f WA T£R OUAUTY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCTION SITE 81,tP MANUAL
DESCRIPTION
'I CONSTRUCTION OF 12" PVC WA Tf:R, CLASS NOTED ON PLANS 3/<CONSTRUCT/ON OF 8" P\IC WATER, CLASS NOTED ON PLANS
CONSTRUCTION OF 6" P\IC WA T£R, CLASS NOTf:O ON PLANS
CONSTRUCTION OF 2• COPPER WA Tf:R WATER SERVICE
CONSTRUCTION OF 12• STf:EL WA Tf:R
CONSTRUCTION OF MANUAL AIR RELEASE
CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY
J CONSTRUCTION OF 12• GA TE VAL VE ASSEMBLY
'/c.CONSTRUCTION OF 8" GA T[ VAL VE ASSEl,fBL Y
CONSTRUCTION OF 6" GA TE VAL VE ASSEMBLY
CONSTRUCT/ON OF ENDCAP AND THRUST BLOCK ASSEMBLY
CONSTRUCTION OF RRE HYDRANT ASSEMBLY
CONSTRUCTION OF 6" P\IC SEIIER, CLASS NOTf:O ON PLANS
~ CONSTRUCTION OF 8" PVC SE'flER, CLASS NOTED ON PLANS
CONSTRUCTION OF SEllf"R ACCESSHOLES
CONSTRUCTION OF 6" SEWER LA T£RAL
CONSTRUCTION OF SEWER CLEANOUT
CONSTRUCTION OF GREASE INT£RCEPTOR
CONSTRUCTION OF 2• WA T£R SER\IICE W/ METER
LEGEND
DWG.NO.
C/,IIM) 21
Cl,flll) 21
CA/WO 21
STD. W- 4
C.1(11[) 21
CJ,/ II[) 1115
CAIWO 1115
Cl,fltl) W16
C.l(W() W16
C.1(11[) W16
Cl,fll[) W15
Cl,fll[) W12
C/,111() S5
CJ,/11() S5
C/,IIIV ST
STD. S-7
STD. S-6
STD. W-4
CONSTRUCTION OF DOUBLE CHECK VALVE OETECTER ASSEMBLY {OOCV) STD. W-22
CONSTRUCTION OF PEDESTRIAN RAJIP
CONSTRUCTION OF PEDESTRIAN RAMP
EXISTING STORII DRAIN
EXISTING WA Tf:R MAIN
EXISTING SEWER MAIN
EXISTING CURB ANO GUTT£R
LOT UNE
RIGHT-OF-WAY
STREET CENT£RUNE
PROPOSED EASEMENT
MOO/RED TYPE-0 SDRSD C-31
TYPE-0 SDRSD C-31
SYMBOL
_ W ---'1=-2" P\IC
s• P\IC -w-...::...
6" P\IC -w-~
----<®
_ W ---'1~2• STEEL
M.A.R.
-w-•■1----
- w c:.B..c.o..,. •• ._ __
-w-----
-w-----
QUANTITY
1,680 LF
799 LF
.f6 LF
11 140 LF
8 8
23 8
-w----- 10
-w--
11-88-... I F.H.
_,9,6 _ _£.PVC
---s- _LPVC
-S--0--
5 I
li;iJ
--w--c,a
Fl
2 8
998LF
662 LF
10 12
15 10
11 10
16 Jfl\ 18
'M PROPOSED IRRIGATION SER"1CE W /1,tEW? STD. W-4
STD. W-21
-----'CD 2
11 SUIMY
--
PROPO<:<D BACKFLOW PREl/fNTER
NOT[: THE ABOVE QUANTITIES ARE FOR BONO/NC PURPOSES ONLY ANO SHOULD NOT BE USED FOR RNAL PAY QUANTITIES.
SEE EMRA FOR ENCROACHMENT OF PR/VA TE FAaUTIES INTO PUBUC EASEMENTS.
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)_fLF.FLOW. l5Qfl t;.P.M. OUT OF ..J:._F.H.(S). .-------------------' BLOC tNKLEO @'No ••• F.FLOW 34JO G.P.M.
REVIEWED BY:
"AS BUILT"
DATE
EXP. (o- 30· I I
DATE
1----.--+------------l------<'----+---1----1 I sH1EET I CITY OF CARLSBAD fsHmsl .__ __ E_N_G_IN_E_E_RI_N_G_D_E_P_A_R_TM_E_N_T __ _, ~
rz 7 11 6vf'
P M-BUIL-'7
1,/r, '()& 1 l<t\/11,1O1-l?T0 ~~f$ l,7 ~ '1 10 12
DA TE INITIAL
GINEER Of WORK REVISION DESCRIPTION
Pl.ANS f'OR THE IMPROIIEMOITS Of':
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID A. ,HAUSER
....., 1'. -
EXPI~ 06/30/08
- ~ r l-ATE
PROJECT NO. DRAWING NO.
CT 06-24 452-9
J.N. 3219
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSmUCTION. ALL PLAN REVISIONS SHALL BE PROMPT!_ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER f\1LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAY£ A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA v£ BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSmUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS f\1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND T/Tf_E SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA f\1NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY Vf:HICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSmUCTION.
11. WHERE mENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR f\1THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECQNSIBUCT/ON MEETING SHA/I BF HEID AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSmUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONmACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST F/Vf: (5) WORKING DAYS PRIOR TO STARTING CONSmUCTION. APPROVf:D ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING K1LL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECE/Vf:O PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS f\1LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERK1SE. REQUESTS MADE AFTER 2: 00 P.M. f\1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVf:LOPER AND/OR CONmACTOR SHALL DESIGN. CONSmUCT ANO MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS.
15. THE CONmACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND OUR/NG THE EXCAVATION OF SUCH mENCH OR mENCHES OR OUR/NG THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL mENCHES F/Vf: FEET (5') OR MORE IN DEPTH AND APPROVf:D BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL /SHED BY THE CON5TRIICTION SAFETY ORDERS TIT/ E B CALIFORNIA ADMIN!SmA T/Vf: CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA TION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED K1THIN ANY WORK ZONE DURING CONSmUCTION. Of'FRA VONS W/1 l CEASE IMMEDIATFI )'. AND THE PERMITTEE K1LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF mucKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT S/-IALL BE LIMITED TO THE PERIOD BETM:EN 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF Cl TY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR™ENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONmACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WI TH OUT A Cl TY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERM/c
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSmUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR smUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR smUCTURES NOT SHOWN.
21. THE CONmACTOR SHALL Vf:RIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENT!_ Y AHEAD OF THE CONSmUCTION TO PERM!( THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
22. THE CONmACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUClJON NEAR THEIR FACILITIES AND SHALL COOROINA TE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-41JJ
SDG&E (800)660-7J4J
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGUITO WATER D1Sm/CT (760)6JJ-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
'VALLEC/TOS WATER DISTRICT (760)744-0460
'OLIVf:NHAIN WATER D/Sm!CT (760)753-6466
• BUENA SANITATION DISTRICT (760)726-1340
•AS APPROPRIATE
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS K1LL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. smEET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE "AS-BUIL r" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS K1LL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSmUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF smEETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 111TH A MINIMUM 0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSO 5-4 TYPE "c" ANO PIPE MEETS AS™ STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE.
5. 111-/ERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED K1THIN TM:NTY FEET OF BUILDING OR smEET AREAS ANO REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE K1LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF T/Tf_E 24, CALIFORNIA ADMINISTRATIVE CODE.
7. smEET mEES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD Ml 9.
9. ALL SURVf:Y MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVf:YORS ACT.
10. TWO (2) SETS OF SURVf:Y (CUT) SHEETS SHALL BE PROV/OED TO THE CITY ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME / GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAV/TY SEWER LINES AND APPURTENANCES, ANO VOLUME J - STANDARD ORA K1NGS ANO NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSmUCT/ON, LA TEST EDITION (GREEN BOOK).
2. THE CONmACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIV/5/0N OF INOUSm!AL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE 0/STRICrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE 0/Sm!CT. IT MUST BE SIGNED AND APPROVf:0 BY THE D1sm1crs ENGINEER ANO SUPERINTENDENT.
4. BEFORE CONSmUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONmACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 /-/OURS PRIOR TO THE BEGINNING OF CONSmUCTION. (TELEPHONE NO. {760} 4J8-J891)
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING.
2. SIGNING, Sm/PING ANO PA Vf:MENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVIS/ONT, AS AMENDED FOR USE IN CALIFORNIA), CAL mANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING ANO Sm/PING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR /-/IS REPRESENTA TIVf:, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING ANO Sm/PING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECT/If: PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO 111:EKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL smEET STRIPING ANO ANO MARKINGS K1TH/N A 500' PERIMETER OF THE CONSmUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR /-/IS REPRESENTATIVE PRIOR TO /NSTALLA TION.
8. CONmACTOR SHALL REMOVf: ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPT!_ Y REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL mANS MEm!C STENCILS.
10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA v£ 10' INS/OE DIMENSION UNLESS OTHERK1SE SPECIFIED.
11. ALL CROSSWALKS. LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVf:MENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVf:MENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM mAFFIC CONTROL DEVICES (FHWA 's MUTCD 200J REVISION, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD ORAK1NG M-19.
IJ. ALL MEO/AN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONmOL DEVICES (FHWA 's MUTCO 200J REVISION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORA TEO STEEL TUBING 111TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45.
16. WHEN A SIGN IS A TTAC/-IEO TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH smAPS.
17. EXISTING SIGNS REMOVf:0 BY THE CONTRACTOR SHALL BE OELIVf:REO BY THE CONmACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/OED AND INSTALLED BY THE CONmACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA TEO OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM/-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT K10E MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" ANO THE OM/-J OBJECT MARKER SHALL BE 12"X/2"
SPECIAL NOTES
CARLSBAD MUNICIPAL WATER DISTRICT NOTES
1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSmUCTEO IN ACCORDANCE 111TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J.
2. THE CONmACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0/V/SION OF INDUSTRIAL
SAFETY BEFORE ANY EXCAVATION AND SHALL PROV/OE PROOF OF OSI-IA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVf:O BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSmUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSmUCTION BEGINS. THE CONmACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSmUCTION, TELEPHONE NO. (760) 4J8-J891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION OEPAR™ENT 48 /-/OURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROV/OED - TELEPHONE NO. (760) 4J8-J891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND smucTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE D/Sm!CT ENGINEER
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVf:LOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSmA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE D1Sm/CT ENGINEER f\1LL CONSIDER AN
ALTERNATIVE FORM OF PROTECTION
8. THE EXACT HORIZONTAL ANO Vf:RTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE
LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE 1" ANO ALL METERS SHALL BE ~" (UNLESS OTHERK1SE NOTED ON PLANS}.
10. ALL WATER METER BOXES SHALL BE 17" X JO" X12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETM:EN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH 111TH THE FINISHED SURFACE GRADE. /J. CONSmUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWER" PUBLISHED BY THE STA TE OF CALIFORNIA '5 OEPAR™ENT OF /-/EAL TH SERVICES
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH DEFLECTION
COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR C900.
THE FOLLOK1NG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. Tl1E CITY ENGINEER'S 5/GNA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
1. THE LOCATION OF EXISTING UTILITIES ARE BASE ON AVAILABLE RECORD INFORMATION. CONmACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING FACILITIES (ABOVf: GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE. THIS WORK SHALL BE PERFORMED SUFFICIENT/. Y AHEAD OF CONSTRUCTION TO PERMIT CITY APPROVf:D REVISIONS TO THE CONSmUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK. CONTRACTOR SHALL
NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCTION.
2. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. CONmACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES, FACILITIES, OR smucTURES. SHOWN AND ANY OTHER LINES. FACILITIES, OR smucTURES, NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PA Vf:MENT OR OTHER EXISTING SURFACE IMPROVf:MENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY Tl-IE CITY OF CARLSBAD ENGINEERING OEPAR™ENT.
J. SAFETY PRECAUTIONS ANO AOEQUA TE BARRICADING TO BE IN FORCE BY THE CONmACTOR AT ALL TIMES. NEITHER THE OWNER NOR THE ENGINEER OF WORK K1LL ENFORCE SAFETY MEASURES OR REGULATIONS THE OWNER ANO/OR APPLICANT THROUGH THE DEVf:LOPER ANO/OR CONmACTOR SHALL DESIGN, CONSmUCT, ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVf:MENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE 111TH ALL CURRENT LOCAL, STA TE ANO FEDERAL REGULATIONS.
6. THE WORK TO BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CATIONS ANO DRAWINGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT
EDITIONS OF THE STANDARD SPECIF/CATIONS AND DRAWINGS IN EFFECT ON THE DATE OF THE SIGNATURE BY THE ENGINEER OF WORK.
"AS BUILT"
DATE
RCE 2 'l2.'o5 EXP. w-:ao-11
REVIEWED BY:
PRIVATE CONTRACT <l 1,J. <ll-
DATE
PROJECT DESIGN CONSULTANTS
Planning l Landscape Architecture I Environmental I Enyinuoring I Survuy 701 B Street, Suite 800
619.235.6471 Tai
S,:,n Diego, CA 82101
619.234.0349 Fax
NORMAN L SAKARA, R.C.E. 46166 DATE REGISTRATION DESIGNED PM EXPIRES 12-31-0B BY: REVIEW:
~~J.,~i< ~ ti-,r~7' /lift ~JS
SURVEY
REVIEW:
f--l--+------------l-----l-----l------L--~1sH2EETI. __ c_,r_Y_o_F'--'--C~A~R~L=S=B~A-D__J~4 _ ENGINEERING DEPARTMENT l_1__±J
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
R.C.E. 33081 DEPUTY CITY ENGINEER
DWN BY: • CHKD BY:_4/it"'..,_, __
RVWD BY: "' ~,i/,'
PROJECT NO.
CT 06-24
EXPIRF,:3 06/30/08
Z/ ~/b-!s
l DATE
DRAWING NO.
452-9
JN. 32/9
R/W
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64'
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PROJECT DESIGN CONSULTANTS
Plc1nning I Landscape ArchitEJcture I Environmental I Engi11eering I Survey !Cl B Streel, Suite BOO
t,19.235.6471 Tel
San Dia<JO, CA ')2101
319.2J4.0348 Fax
NORMAN L SAKARA, R.C.E. 46166 DATE REGISTRATION DESIGNED PM EXPIRES 12-31-08 BY: REvlEW:
1/?~-- ✓ J.,,,L 4 #, ( Z.-IJ-t:)., ,',-Ht.. /s.)f
SURVEY
REv!EW:
RCE '?°11-BS
REVIEWED BY:
"AS BUILT"
lo-~- ll EXP,----
<} 1. '. ().L PRIVATE CONTRACT INSE,ECTORO
DATE
f---,f---t--------------+----+----1---+--~lsH 3EETl~-c-1r_Y_o_F_c_A_R_L_s_s_A_o~~4 ENGINEERING DEPARTMENT ~
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OT11ER APPROVAL CITY APPROVAL
PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DA YID tf HAlJ~~R
v..,._../ ?¥•,__.
R.C.E. 33081 DEPUTY CITY ENGINEER
DWN BY: . I PROJECT NO.
~~~ ~~;~. CT 06-24
EXPIRj:S 06/30/08
Z✓ 7/va
I DATE
DRAWING NO.
452-9
J.N. 3219
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,______,, .. 'lr.4."ID"'..~JA.--"--~,----~~..___.--/'-...J '+ _J__J _- ..... ~- L -- -----· __l__ NO. DEL TA OR BRG . RADIUS (FT) LENGTH (FT) REMARKS WAJER ZONE . '
WI
W2
W3
W4
11'5
1115
W7
WB
W9
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W/1
NO.
N85.40'38"W
N48.40'17"W
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N19.J8'41"£
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10.86 139.57
28.13 9.57
90.52 5.26
53.63 17.10
2.00 14.95
8.78 8" PVC CLASS 200 550
8" PVC CLASS 200 550
8" PVC CLASS 200 550
6 • PVC CLASS 200 550
8" PVC CLASS 200 550.
8" PVC CLASS 200 550
8" PVC CLASS 200 A 550
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6" PVC CLASS 200
550
550
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PR/VA TE WATER DATA
DEL TA OR BRG. RAO/US (FT) LENGTH (FT) l?EMARKS WAJER ZONE ..... . . . . ... 1-----1---1-- -----1---1-----l- ............. .. ' i ~-'----1----'--__JL___L_-l-_j_........j._L__L__L_j__ CAUTTON:
THE LOCA nON OF EXISnNG ununES ARE
BASED ON AVAILABLE RECORD INFORMA nON.
CONTRACTOR SHALL VU?/FY THE LOCA nON
AND ELEVA nON OF ALL EXISnNG FAC/LtnES
(ABOVEGROUND ANO UNDERGROUND) WITHIN
THE PRO.CCT S/JE. THIS llai'K SHALL BE
PERFORMED sumctENTL y AHEAD OF
CONSTRUCnON TO PERMIT CITY APPROVED
REVISIONS TO THE CONSTRUCnON PLANS IF
ACTUAL LOCA nONs ARE FOUND TO BE IN
CONFLICT WITH THE PROPOSED WORK.
CONTRACTOR SHALL NOnFY ENGINEER OF
llai'K OF ANY CONFLICTS OR ANY OTHER
ununES ENCOUNJERED PRIOR TO
PROCEEDING WITH CONSTRUCnON.
1-1+1".77 161.44' L
CLEANOUT 14
RIM 409.03 0 24' G.U.&A.E.
PER MAP CT 06 24 I
12-t·0.9. 7J 166.75' R: N70'22'33"W 19.64 z·· PVC CLASS 200 550 I
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..
..
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6" SIIR. SERVICE 1/J+41.R7 17. 10' I
TO+M_rvi 48. 79° L
CONNECT TO FIRE SERVICE
PER PLUMBING PLANS
II
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20 40
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7 MAJOR "C"
12,000 SF
FF= 4063
PAD : 40555
41+ 90 00 TOllf{ GARDEN RD.
EXISTING S£"'1:ll CL[ANOUT
12+09.7.J 166.75' R=
41+90.00 30.00· L "
8" SIIR. SERWCE
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N19.38'41"E
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31.93 2" PVC CLASS 200 55{)
4.09 8" PVC CLASS 200 55{)
PR/VA TE SEWl:R DA TA
IE 392.10 NO. DEL TA OR BRG. RADIUS (FT) LENGTH (FT) START /NV. END /NV. SLOPE START COVER END COVER REMARKS 11+94.73 166.46' R-
41+75.00 30.00' L
8" PVC WA JER SERVICE
CONNECT TO EX.
PROJECT DESIGN CONSULTANTS
Planning I Landsca pe Architec ture l Environmental I Engine e ring l Surve y 701 B Street, Suite 800
61 9.235.6471 Tel
San Diego, CA 9210 1
619.234.0349 Fax
ft\JffllAN L SAKARA, R.C.E. «:1158 DATE AEGISTRA110N D£'SIQNED ,/"?? _ / EXPIRES 12- 31- 08 BY:
• I'~✓ ...£a :tA· ·~ IZ-l7-fJ7 ('11+-
PII
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RNFW:
N66'J8'22"W
N21"J8'22"W
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' : I
127.92
47.44 ( f00.42. 401.31
-
51.37 399.39 400.42
4.09 392.10 392.22
T T V
(o . 'llQ 6" PVC (SDR-35)
6" PVC (SDR-35)
2.00:C 10.11 Ii)_ '\_ 8. Ol r 6" PVC (SDR-35)
2.97:C 9.94 9.85 8" PVC (SDR-35}
"AS BUILT"
A..:/\
RCE 'fj'.2.eh
REVIEWED BY:
EXP.
DATE lir ~ - 11
Q 'l.l, (21_
PRIVATE CONTRACT r CTOR /) DATE
t-------!- ---t--- - - - -------+--+---+---+--~lsH 4Enl . __ c_1TY __ o_F_c_A_R_L_s_s_A_D___,~4 __ ENGINEERING DEPARTMENT L2.±J PLANS FOR lHE IMPRO\IEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
l--- -+---+-----------------1-----l----l---1--.......l I APPROVED: DAVIDct:? A~ ~, _ R.C.E. 33o81 ~ cllY ENGINEER
?.D.0 IA ~-~IL.-«-
DATE INITIAL
~NGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OlHER APPROVAL CllY APPROVAL
D'MII BY:~ CHKD BY:
RVWD BY:
PROJECT NO. DRAWING NO.
CT 06 24 452 9
J.N. 3219
.
.
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SHOP ''B"
5.970 SF
FF = 408.35
PAD = 40760
WATER DATA
NO DEL TA OR BRG. RADIUS (FT} LENGTH (FT}
N86'52'54"[ 177.52
N41'52'54"£ 25.46
~ N86 '52 '54 "E 25.87
N86'52'54"E 247.44
. .
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12" PVC CLASS 200 550
12" P VG CLASS 200 550
12" PVC CLASS 200 550
12" PVC CLASS 200 550
L. ..
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CAVnON:
Tl/[ LOCA nON OF [XISnNG unun[S ARE BASED ON AVAILABLE RECORD INFORMA nON. CONTRACTOR SHALL VERIFY Tl/[ LOCA nON AND ELEVA nON OF ALL [XISnNG FAC/LlnES (ABOVEGROUND AND UNDERGROUND) WITHIN Tl/[ PRD.£CT SIT£. THIS WORK SHALL 8[ PERFORMED sumCJENTl. y AHEAD OF CONSTRUCnON TO PERMIT CITY APPROVED R[VfS/ONS TO Tl/£ CONSTRUCnON PLANS IF ACTUAL LOCA nONs ARE FOUND TD BE IN CONFLICT WITH THE PROPOSED WORK. CONTRACTOR SHALL NOnFY [NG/N[ER OF IIORK OF ANY CONFLICTS OR ANY OTll[R unun[S ENCOUNTERED PRIOR TO PROCITDING WITH CONSTRUCnON. ,.... . .... ,., ...
I
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SHOP "C"
5,100 SF
FF = 408.20
PAO = 407. 45
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'
NO. DEL TA OR BRG. RADIUS (FT} LENGTH (FT) R£1,/ARKS NO DEL TA OR BRG. RADIUS (FT) L[NGTH (FT) START /NV. £NO /NV. SLOP[ START COVER [NO COVER REMARKS N86'52'54"[ 180.50 8' PVC (SOR-35)
N86'52'54"[ 77.19 8' PVC (C- 900}
NJ6U{)'JJ'£ 58. 15 e" PVC (C -j()O)
S3TJ7'06"£
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environment al I Engineering I Survey 701 B Street, Suite 800
61 9.235.6471 Tel
San Diego, CA 92101
619 234.0349 Fax
NORMAi< L SAl<ARA, R.C.E. 481M DATE REGIS1RA110N O€SIGNEO er,
PII
RE"1EW, EXPIRES 12-31-0B
M l+ ~.s
21.61 SIJ1M'(
~
398.15' 390. 59' 35. 00% 6.96 14.91 6" PVC {SOR-35}
-- RCE 'z'lZB~
REVIEWED BY:
"AS BUILT"
<c· ~O· 11 EXP.
DATE
PRIVATE CONTRACT l~ E~jJ~. DATE
t-------t---+----- - -----+----lf-----+-----+--llsH 5Enl. __ c_1TY_o_F_c_A_R_L_s_s_A_o~~4 ___ ENGINEERING DEPARTMENT l__2±_j p_D. <, /;~ hl,,- e,llt.-.S. . .
, II IAtll
MH I/', ADD HA~.~l!.Hovf. fl!Q:~~Vl(J: l OOC,v/Fl?C:. ~li""8 ew 1'?• ,m ~.
INITIAL DATE INITIAL DATE INITIAL
1-:N_GI_N-EE-R~O-F -WOR-----!K REVISION DESCRIPTION t-D_TH_E_R_A~P-PR_O_VA-Lt-----CI-TY~ A- P~P-RO~V~AL'-1 DATE
PLANS FOR lHE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVl°f)_A. y~~
R.C.E. 33o81 DEPUTY cln' ENGINEER 0Att
OWN BY: ~ CHKD BY:
PROJECT NO. DRAWING NO.
RVWD BY: CT 06-24 452-9
JN. 3219
... .. . ....... ...... .. ........ .
:
i
• ·········t--+--t
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CAUnON:
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MAJOR ''A"
42, 460 MARK[T SF
1,370 FOY[R SF
43,830 TOTAL SF
FF= 405.00
PAO = 404.25
..... i
.. J., .
THE LOCA nON OF EXISnNG ununES ARE BASED ON AVAILABLE RECORD INFORI.IA nON, CONTRACTOR SHALL VERIFY THE LOCA nON ANO ELEVA nON OF ALL EXISnNG FAC/LlnES (ABO\,f"GRO/JNO ANO UNDERGROUND) WITHIN THE PRO.£CT SITE, THIS WORK SHAU BE PERFORMED sumC/ENTL y AHEAD OF CONSTRUCnON TO PERMIT CITY APPR0\,£0 REVISIONS TO THE CONSTRUCnON PLANS IF ACTUAL LOCA nONs ARE FOUND TO BE IN CONFLICT WITH THE PROPOSED WORK CONTRACTOR SHALL NOnFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER unun[S ENCOUNTERED PRIOR TO PROCffO/NG WITH CONSTRUCnON.
Sllf? MH NO 4 (PVC L/N[D)
RIM 404, 71
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' 1 EXISnNG CROON[/, ! •71 A80\,£ TOP OF SEltfR • ·+-··+··+ .. ..__ .. .+. f-- i • ___ ! ...... -·-t-+--t--+---i--,-'-+--+--+-··--1- ~+--+--+---i-+--+--+--+-t-+--t--+--+-+--+--+- --I I I I -,-+--<·--·· +--t--+--l -+-+--+-+-1--+--i--+--l-t-+- -illl :
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WATER DATA
NO, D[L TA OR BRG, RADIUS (FT) LENGTH {FT) REMARKS WATER ZONE ( W19 ) NJ6'J0'11 "E 196,65 12 • PVC CLASS 200 550
.... ,. I"' ····-··· ... ...... ,.... • j
N5J'29'49"W
NJ6'J0'11 "E
8,26
2,00
+ .... .. • t ...... .
'
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:
'
', 7~t 78,lB WTR- B =
' 1B+P1.50' 19.60 L EL FUERTE ST
INSTALL\ 12" X 12" X 12· TE[
\ J-1~• ftG X PJ GV
\,CONNfCT, TO EXIST WATER
2· Ei;//, ,
\
' \
PROJECT DESIGN CONSULTANTS
Planning I Landscape Archi·tecture I Environment al I Enginee ring I Survey 701 B Street, Suite 800
19.235.647 1 Tel
San Diego, CA 92101
619.234.0349 Fax
( W22) N5J79'49"W (/01'\li) 6" PVC CLASS 200 550
CW NJ6'J0'11 "[ 1.00 6" PVC CLASS 200 550
( W24) NJ6'J0'11 "E 23,90 12" PVC CLASS 200 550
6J,85 12• STEEL• 550
( W26) N39'34'44"E 10.00 12" STEEL• 550
( W27) N3019'44"E 8,9J 12· f'\.J(,, 'u.i.h 1'0) 550
( W28) N20'47'05"E 57,JO
'AWWA C200 W/ WELDEO JOINTS PER W J4
• A
/2\ -
PR/VA TE WATER DA TA
NO. DELTA OR BRG. RAO/US (FT) LENGTH (FT) REMARKS WATER ZONE J,JJ 2" PVC CLASS 200 550
(111'4) N5J'J2'06"W 1 J,26 /i), 2" PVC CLASS 200 550
45.66 f ~· CVC CLASS 200 550
( 111'6) N5J'J2'06"W 37,00 ► , ')"vc CLASS 200 550
SEWER DATA
NO. DELTA OR BRG. RAO/US (FT) LENGTH (FT) REMARKS
8" PVC (C- 900)
® N6718'25"W B" PVC (C-900) "AS BUil T"
@ N48'49'44"[ 71,56 B" PVC (C-900)
@ N20'49'26"[ 44,50 B" PVC (SDR-35)
DATE
REVIEWED BY:
PRIVATE CONTRACT I
it 1J. g,J.
DATE
1----1- -+------ - ---- +--l---+--+--1lsH 6EETIL.__c_1TY __ o_F_c_A_R_L_s_s_A_D___,~4 _ ENGINEERING DEPARTMENT ~ PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
t--- - +---+- ------ - - ---------+---+---+---+----1 I ;::R~::~: DA~D ¢rp:~1:~NtiR EXP¼1,~r oe 1 f7,aiiJ;..-CSAKJiM7i:cr1ilir-- - 7 >A1E7irow~ - n;;;iciiiiJT--;;jr-Tsiji\£'rt -::-:cc:c-+:!'.f'~-D~-0"--t'/~2\I:E..16::..:0!21J~\!c:.1,.,-.:.S,__ _ _ ___ ___ _ k~+c=c-,,-l-c-c=-h~--I ':':~~~~~~=-=-=-=,~~:::::'.'.:=::'::::=::::::;-;:====:".':::':'::===::; Na!IIAN L SAKARA. R,c.E, ~Hie DAll' =-1~31-llll ~ ..:W, = DATE INITIAL DATE INITIAL DATE INITIAL 'oWN BY: ~ PROJECT NO, DRAWING NO, ~✓ ,J,J...,. I Z..-l7-07 µ,µ. }JS _NG/NEER OF \\ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~ ~~:-~ CT 06-24 452-9 JN. 3219
•
i . . . f
•• '.. · , WA7rR'
• w/TB AND k~ -AI
TOP 103. 39 ' :
; AS MBLY fdp !463.JS • •••••••••
2" iWA1FR ..... SERVICE
, . . . . .TOP 401.2 .
.. "' · · ... · · .. '10+ 9.
2~ WA7tR
• SERVICt
·i------i- -,..., cnu· 403,+,J1
: ....... ! ... .
9+51.32' 49.29' L WTR-0=
48+64.67' 26.00' R GA IEWAY RO.
2• RECLAIMED /RR. SERVICE
"' ... : ..... \Q... ,-i -+--
: ' '
L_ -t- _ _,_! --t---1---+-,----t--i--t
10+00.00 WTR-0
1o+4.l41 35.117' R
SE'fll!R CLfl,HOUT
R/1,t 410.21 10+05.00
FH ASSE, BLY
10+2~1'~
2• WA IEF/ MEIER W/
BACKFLOW PREVl:NTOR
INSTALL END CAP &: 1B
2• MAR
PAD "B"
10+36.66 11.08' WTR-0
Sill? CO NO. 3 (PVC UNED)
RIM 409.49
10+07. 78 7.66' L
4,500 SF
FF = 411.54 10+42.41 11.08' RT WTR-0
PAD = 410.79 6" PVC SEWER SERVICt
I 10+29.99
10+62.24 11.28' RT WTR- D
Sill? CO NO. 2 (PVC LINED), ,
RIM 4 .OZ ,
2 COPPER
WAIER
SERVICE
□
CAUTTON:
1~6 PVC FIRE CONNECnON <'
1~6" GA IE VAL VI:
11+03.63 26.13' R
CONNECT PER
PLUMBER PLANS
11+10.03 21.74' R
6" PVC SEWER SERVICE
11+12.67 24.45' R
SIi!? C.O. NO. 1
Rl/1=407. 05
"
• BEND
1 +72.66 8.28' L
D CV FOG
--10+82.66 8.28' L
6 PVC 90' BEND
10+89.66 8.28' L
6 PVC 90' BEND
BACKFLOW
PREVl:NTOR
7HE LOCATION OF EXISnNG unLlnES ARE BASED ON AVAILABLE RECORD INFDRMA nON. CONTRACTOR SHALL Vl:RIFY 7HE LOCATION AND ELEVA nON OF AU EXISnNG FAC/LlnES (ABOVl:GROUNO AND UNDERGROUND} 'M7HIN 7HE PRO.ECT $/IE. 7HIS ttORK SHALL BE PERFORl,/ED sumCIENTL y AHEAD OF CONSTRUCnON TO PERMIT CITY APPROVED REVISIONS TO 7HE CONSTRUCnON PLANS IF ACTUAL LOCA nONs ARE FOUND TO BE IN CONFLICT 'M7H THE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS DR ANY 07HER ununES ENCOUNIERED PRIOR TO PROCEEDING 'M7H CONSTRUCnON.
7.56' L
-
0 9+51.32' 49.29' L WTR-0=
+64.67' 26.00' R GA IEWAY RD.
2" RECLAIMED /RR. SERVICE
SHOP "C"
5. 100 SF
FF = 408.20
PAD = 407. 45
12+34.00 17.45' R
6 PVC SEWER SERVICE
RIM 406.92
•-
45.42' R
1 i+lo1. 41 (05. 15 g
<.>'' p-Jc, qo• e,e i,:io
2 10 20 40
GRAPHICAL SCALE
SCALE. I" = 20'
60 Off ES I
c.; i,.1-1 L. S
~ <;;-~
,!::o
"' <: y
'.;'. No. 46166
"' Exp. 12-31-0
C1y1\.
OF CALI~
+ .
l
:3+ . 1 . ;-C , Jex,
12"X12"XB~ FL(; 1E --~+--
' TOP 402:91 ·: ••
' '
................... ·········~··········L·······L·········· . ........ ·t ... .
8" REC. WTR. PER
0~ . No. 400- 88
JO" REC. WTR. PER
DIIG. No. 405-88
12" PVC WTR. PER
DIIG. No. 400- 88
l
SEESI-EETB
\
13+08.06 WTR-D
13+07.61 WTR- C
12" X 12" X 8" FLG IEE d: T.B
2-12" FLG X PJ GV
1-8" FLG X PJ GV
W/2-2" MAR
12+96.61 17.44' R WTR-D =
12+90.62 11.00' L WTR- C
Sill? MH NO. 6 (PVC LINED}
RIM 406.65
- -
r 15+/)o ••
-
..... • ..... ·•····
'
WAIER DATA
NO. DEL TA OR 8RG. RADIUS (FT) LENG7H (FT}
( W29) N86'52'54"£ --- -- 194.93
( W3D) N3'07'06"W ----- 39.50
( W31) N3'07'05"W ----- 39.50
( W32) N48'07'33"W ----- 8.63
(W33) N03'07'06"W ----- 41.80
( W34) N86'52'27"E - - - -- 8.28
( W35) N03'07'33"W - - - - - 2.00
( W36) N86'52'27"E - - --- 8.28
cw.w N03'07'33"W ---- - 2.00
( WJB) N86'52'54"£ ---- - 32.82
(W39) N20'02'45"E ----- 61.86
( WW) N69'57'15"W ----- 7.66
( W4 1) N20'02'45"E ----- 2.05
NO. DEU A OR BRG. RADIUS (FT} LENGTH (FT)
® N69'57'15"W ----- 32.29
@ N86'52'27"£ ----- 34.50
§] N86'52'27"E --- -- 34.50
0 N86'52'27"E - --- - 34.50
~ N3'07'12"W ----- 26.02
@ N3'07'12"W ---- - 21.02
0 N3'07'12•w ----- 21.02
.... ... L ..
: '' .· .,., , ......
jj
...... ' ....... ' .. .. . . . .•
-+-~~- +----t--+---+---+---1- ,--+-+- -+--+----t-i-----+--+--'--+--+---t-t--+---t--+--+--+---I-+--+- .. ... ·•. . . ,--+--f--j
+ 1---+----+----'---!
............ ( ..
J
. ... . .. -~ .. ...,: ' ;.
, ....... --f
---i :
IP " fN, CU,,. C/:, ].oO
- --- 6.48
II0?f01'3,t' JI ---- j/. /D
PR/VAIE WAIER DATA
REMARKS WA7FR ZONE
8" PVC CLASS 200 550
2· COPPER 550
2• COPPER 550
8" PVC CLASS 200 550
8" PVC CLASS 200 550
6" PVC CLASS 200 550
6" PVC CLASS 200 550
6" PVC CLASS 200 550
6" PVC CLASS 200 550
2" COPPER 55D
8" PVC CLASS 200 550 ~
2• COPPER 550
2• COPPER 550
PR/VA IE SEWER DA TA
START /NV. END /NV. SLOPE START COVl:R
405.35' 402.75' 8.00,C 5.09
402.56' 401.87' 2.00,C 3.96
402.07' 401.38' 2.00,C 3.74
401.63' 400.94' 2.00,C 3.80
402.80' 400.72' 8.00,C 4.94
402.21' 400.53' 8.00,C 4.93
401.89' 398.11' 18.00,C 5.10
NO. DEL TA OR BRG. RADIUS (FT) LENG7H (FT)
~ N86'49'38"E ----- 13.05
(HJ N03'07'34"W ----- 3D.01
(IIP9 ) N20'02'45"E ----- 13.90
liiEWI N67'22'03"W ----- 49.26
P/eltll>Ti/l SEWER DA TA
NO. DELTA DR BRG. RADIUS (FT}
® N20'02'45"E -----
@ N3'07'06"W - ----
@) N86'52'26"E -----
END COVl:R REMARKS
5.97 6" PVC (SDR- 35}
4.46 6" PVC (SDR- 35}
4.96 6" PVC (SDR-35}
5.57 6° PVC (SDR- 35)
5.85 6" PVC (SDR-35}
6.10 6" PVC (SDR-35)
8.42 6" PVC (SDR- 35)
LENG7H (FT)
26.15 66.32
197.79
• ,.,, J. TI.J
~ >
• o. 59285
ra-lH?
C /VI I.
~-
REVIEWED BY:
REMARKS
2" PVC CLASS 200
2" PVC CLASS 200
2" PYC CLASS 200
Z" PVC CLASS ZOO
REMARKS
6" PVC (SDR-35}
6" PVC (SDR-35)
6" PVC (SDR-35)
"AS BUil T"
PRIVATE CONTRACT ~ 1J.~,l.
ICTOR
WAIER ZONE
550
550
550
550
DATE
DATE
i-----1-----t-- - ------ ---+-----,t----+---+----1 lsH7EET l~-c-1TY_o_F_ c_A_R_L_s_s_A_o~~4 ENGINEERING DEPARTMENT ~
PROJECT DESIGN CONSULTANTS
Plunning I Landscape Architecture ! Environm ental I Engineering I Survey 701 Street, S uite 800
519.235.6471 Tel
San Diego, CA 92101
619 234.0348 Fax
AN L SAKARA. R.C.E. 41188 DATE REGISTRATP
I. I EXPtft£S 12-31- 08
~.,/,.,,ew IZ.-t'1-07
PM
R£'IIEW:
tv S
sutMY
RE'\IIEW:
. I.,.
DA TE INITIAL
NGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
1-i 7 /I
DATE INITIAL
CITY APPROVAL
PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID A. HAU ~ EXPIRES 06 /30 /08
2./y oe
illA
DWN BY: PROJECT NO. DRAWING NO.
CHKO BY~ CT 06-24 452-9 RVWD BY:
J.N. 32/9
·--
.......... ,.,.,,,.
,.
>--+--+-·+ ,.,,,,,,. , .. ,. ..,.,., ....
1----t--t--+--+-+--t··· ..................... I
I
I
\ • ,
=~:if-k,.,'· ,: .
i~k'-+-. ', ·-~ ' (i;
rr , 11
I!
---- +. - ~ ~ .
~i1~·::
,yv; . :.. . .•
'' ......
.
.
' 10+67.35 157.48' L
CONNECT PER
PLUMBING PLAN
~
10+36.13 157.48' L WTR-C
SIIR CO NO 5 (PVC LINED)
RIM 407.11 IE 399.85
SHOP ''D"
8,540 SF
FF ~ 40820
PAO ~ 407. 45
'. ·1_
,_ •• " ~· • r-~
.. . ...
•
10+36.13 91.98' L WTR-C
SIIR CO NO. 4 (PVC LINED)
RIM 407.01 IE 398.57
~ t ! -+---+--+--+--+-· +
t +--t---+---+-+-+
t--+--t--t---+---t···· .. l,.'". L .. -t---+--+-+-+· ··-+··-··
WAIFR DATA
NO. DEL TA OR BRG. RADIUS (FT} LENGTH (FT)
N03V7'06"W 49.99
N3V7'06"W 130.99
N3V7'06"W
NB6'52'27"E 33.86
NB6'52'27"E
(lli) S86'52'27"W 25.00
N3V7'33"W 2.00
Nt5°31'0'1''W
,.oo
!
f.-- -- c., ••• +--+--+-.. -+ - ~-- -·
i
~-~·:--·>·--- +-+---t -· -+·- :'
-+-+---t --+-+-+---t + " I
REMARKS WATER ZONE
12" Pl-t' CLASS 200 550
12" Pl-t' CLASS 200 550
12" PVC CLASS 200 550
2" COPPER 550
2" COPPER 550
6" PVC CLASS 200 550
6" Pl-t' CLASS 200 550
tZ" PVC Ci..M6 W • 550
12" PVC CLASS 200 550
l I
: j . t . ·- ;.
:-· -- !- ~
: . t i
l
.. .. I +.-+-+'- ,_ +· I
' j I t i j J
i l-~~r ~
_ _;_ ---+--
SEl!ER DATA
NO. DEL TA OR BRG. RADIUS (FT) LENGTH (FT)
N03V7'06"E 119.55
® N03V7'06"W 124.94
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmen tal I Engineering I Survey 701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
I
,
j t
' I
1 -+---+-+-+-+ - ·--+-+-+-+-+-+--+--+-t-11-+-+--+--+-+--+- t-11 I I ... ·······t---+-1 - .... +--+--+--+-1---t + ,__ '--+-+--+--+-l·--t-f-+-+--+--+-+-1-+- +--+- + . '-•!--+--<- ... !
J
' .. . ,.. ..
,__ -- --- - j
-------· -- - -- j
! I , I
+-' .... -....-.. -\ ... -·.... . .... .... - - - l . ~ -. 1--+-+--+- j_ - - -- .. ····+-+-+--+--+-t-ll-+-+--+--+-+-+-+--+-+- -11 ! 1
+ ' r : J --- - .r • -+--t-t--"- i' - l--+-+-+--+--+'-ll- +-+- -+--+-+--+-+--+-+- -11 l
t ' I
' +-'+-~-+---+-' -+' I I
REMARKS
6" PVC (SDR- 35)
6" PVC (SDR- 35)
j
I
'
1 '
i i
I '
t ·-+--+--+-t-l-+-+--+- -+--+--+- t-11
.............. ~·· -+---,-t--+-+--+--+-+-+-t---+-+--+--+-t-1'--+-+--+--+-+--+-+--+-+--+- --. ' t ' -·· , .. ,,., .. ··f--··1-+-+--+--+-+-+-+-+- ..
+-+--i······l--+--i···. +-+--+--+-+--t-t--+-+--+--+-+ --11 i
. - - ,- . 1-~,-+-+-+--+--+--+--+-t--+-+- -II
'
..... +--+--+- .. -- -
-+-+--+- -+--+--+--+-
' I
~~ 1---· +--+--+--+- -t r- -1--+--+-1----+-I -+ •
! I •••; ••i ••1 ••• r •; , •••O ~- -•• ¥¥ • >--+--+-': --+• ,.,,_ ~ - 1 -1--+-- t ,_ _.._ -i -1- -+--+--+f--+-+-~1-+-+--+--c--+--+--+-+-+--+--+ -+-+--+- -+---+--t-l--+--t- -11
L I I I I '
.. ---t-+-+-+--+--+-t-11- ■ it, ! +·I·" • ····••!
·-i ·t--· t-+--i-·· -~ '--+-+--+--+- -+-+-t-+- ····+-+--+--+-+-+-+-+-+--+--+-t-+-+-+--+--+--+ - t -· +···+· -···· -+-+-+- ·- ·- t--+--+--+--+ - -t-+t--+--t- +· .... -·
..... . ····· .. , ...... ····--·· '
1-f-r-t········ .............. ,.., .
- -
PRIVAIF SEl!ER DATA
NO DELTA OR BRG. RADIUS (FT) LENGTH (FT) START /NV. END /NV. SLOPE START COVER ENO COVER REMARKS ~ 1 N86'52'54"E 64.00 399. 85' 398. 5 7' 2. 00,C 6.81 7. 91 6" PVC (SDR-35) 'sP1 N86'52'54"E I'. 77.73 398.57' 397.02' 2.00% 7.91 8.94 6" PVC (SDR-J5) I G/31 N03V7'06"W 37.30 401,54' • W0,05' 4.00% 6.03 6.81 6" PVC (SDR-35) -
~'1',.-+--·--~=-,a~-~-+-~ =--+- -~t--- ""--t---+-~~ ~-+~~~'t"_.,,,.....,.,_.,,_....._"'-1~ 5P1~ N86'52'54"E ---- - 45.28 399.89' 396.72' 7.00% 6.66 9.82 6" PVC (SDR-35)
19.10 401.11' 395.44' 29.69% 6.00 10.63 .
- -
PRIVATE FllZE DATA
I
7 :'.W N ,,,._o o?' rv:: 1/,J - !,O. ~ w· f'VC,, c.l,1"6,<i,, U,o ~~~~N-""'~•_s_:2~'91_'~e~_~ _ _,____1:z._.0_1_L-'C<P_'' .:..f _vt,_ ~.za, J ,,.,1 '---\_ ,. - / -
-#. f'e.1 VA,f
RCE '7'l'Z6';,
REVIEWED BY:
PRIVATE CONTRACT
(" 1 t ~ l
11111 !'ECTOR (
6" PVC (SDR- 35)
"AS BUil T"
(JJ-?:,0-ll EXP.
DATE
DATE
1----t- -+----------- +----t f---+- ---+---4 l sH8EETl~_c_1TY_o_F_c_A_R_L_s_s_A_o~~4 _ ENGINEERING DEPARTMENT l_2i_J P.0.0 .
(pl1.toP, H f.l
t.\ I>?-._ e,u1t., 17 .
PLANS FOR 'IHE IMPROVEMENTS Of':
BRESSI RANCH
VILLAGE CENTER
/l\l(EvlSfCLffl.151JIIDltJ/,fooT~HJT 5fOl'Q-IDl~AIIJ /.' , eMf 7''F/OI. ~ _ :.Pr..PrR. OVED: DAVID ~J.H,,~A ,'.~ fl!q::.I..A ' .AOOHAR.FIYIODa/. l=ll(fSEl{I/JLJ " .. , ~ EXPIRES 06 /JO /08
::?_/ 7 /03
IQ:l"\OVE $1:?Nf~ ~Vl~l:A5er1E:cf.-'T ['ii<illl-iANLL SAi<W:-llR.:E:it.E.ni~ifi111r1--,oiAAT£i£iiREQiQSiiitRAiiT10N~- nOES1GNEDsNEi>1 PiP1111SU1MY!iiiio~D;;-A;:T;:;:E:-il~N~ITl;;-A;-;L+~c."::'.~~~=~=~~!::.!:.!=:!~----f--;D~A:c;TE:;::-~l:;-;N;:;ITl~A;-;L+D;;-A-;,TE;;:-+.IN;;,ITl;::-A~L:--i DWN BY:,~ PROJECT NO. /?? ~ 17 L Elt!'1ll!:S , 2- ,1-1111 er: RE\1EW: REVIEW: CHKD B'l'.~ ,~,,,. ... """...e4'11-.... 1t.-I7-o7 }'f l+ rv s. NGINEERoFWORK REVISIONDESCRIPTION o1ttERAPPRovALc1TYAPPRovAL RVWDBY , ,__ CT06-24 DRAWING NO.
452-9
J.N. 3219
' ~- ..•.•.... -i-··.
I .....
i , .
. . _;_ ....... +- ..
'-----'-------'R osi:o FIN/571 ~ oJNo ··········· ·······~ .• • --+---+---l-1---'---- +-"""''4····· ••••••• • 1 J.c;;~~,;;_ '":;' ~~="1 ~J!il---,f--+-+-+--+--i-l- ----/.;--+- AB-·_o_,li'[1-.7i~·()p._ ••• -+()F- •• -'i-wA_~_;R_.+' -+-I-:!:!=!!-:+----,-+ 2• !WA T[R ~ ·~ "'
a--+--+--+---+~- . ... ···+ ···· I!"--,._+-. +-!TOP' 4() a--,- ----t--t--------r--+--t- -;------t!I I
. ! .... ....... . ..
' ' 0]78 ;
--t--t-400
wet '
······TOP µ99!8
··········· .. I
-+-+~- -.. .. .. , .... : , ....... I--~~-!--~ ·····•· · · ···················~•
■ ---+--+----+--+----+---- i ~
l · .. .
. ... +
• ·········'·······. '--+-+----,·· ... , ..
.... ···<-
+····
.........•.....
.. I .
o-- !
........ ( ... ~~---+···
... ~ ;
--•···j ••••••••• ·····•··
' ' ; '
w ........ . .
j
,,.;., ...
14+oo 15+oo
1.bx
1--+-+--I •• ........... ···•
..i ''
. ..... ....•. ...
SHOP "G"
25 1
~.a ,
Y.,Et1~
'ca'fNECnON j
16+oo
. It!
16+79.11 22.50' L
CONNECT PE
PLUMBING PLANS
v',S.L..v1:.
~r-4 .... .. .
t· ' .;... . ..... ;. .....
;. ....
.. i ..... , ...... •··
... . . ... . t
·~'· :. ••• •
-•- '
... . ,''
......
j
I------'----< J
-1--~.L_-+-~_J
+··
, .. , ... , ...
. f •
.i ... ······?·····
,;.,.
.J
fttivp.Te
. ...
... ·••··
,._ f,- -t--i --+-
t ....
...,... ;.- -+ .....
T
; i :
f---LuJ
!
I
.-----.L
PRIVATE RRE 0/JITA
b RWUS/ f+) EN6TH(f+
----- S.71
----- 102,'
SEWER DATA
··• "Sl+tlt
r· ~· ' ...•
i--,------+--j... . .
. ................. J ............ 1 .. .
-!· •
i._ ~
... ·•····· .. •· .. ·• .
. . •·•· .... ······•·····
• ' •
. ···'· ... ··i-·
i . , ., . .. .................. ,.
. .. ;. ...
.;,, ...
I--+-_.,__ _,_ ............... _,_ __,_,___,.__ ..
' .. ... . ... L-+------+- . ....•..
WATER DATA
NO. DELTA OR BRG. RADIUS (FT) LENGTH (FT) REMARKS WATER ZONE ( W51l N86'52'54"E ----- 162.98 12" PVC CLASS 200 550
( W52) NOJV7'06"W ----- 20.66 2" COPPER 550
(ffl) SJV7'06"E --- - - 11.97 6" PVC CLASS 200 550
-----
4,780 SF
FF = 408.00
PAD = 407.25 16+6J.98 NO. DELTA OR BRG. RADIUS (FT) LENGTH (FT) REMARKS ( W54) S86'52'26"W 2.00 6" PVC CLASS 200 550 \
-(},', rn /
~ ,' ~-~, I
CP \
1J+58.05
6" PVC 90' BEND
1J+77.84
2 WA TER SERV1CE
if
20.0.IJ L
PER 14+05 .rJo ~- I ~,' L
2• f'VC. 90' BEN
IO 20.08
T PER
G PLANS
SHOP "F"
6,000 SF
FF = 408.00
PAO = 407. 25
[ill
1 /6t
16+<'.19 qo 11.00' L
6" PVC SEWER SERV1CE
16+~~.90 5.50' L
2 WATER SERV1CE
14+'/P.6?, 20.00' L
CONNECT PER
LUMB/NG PLANS - PLUMBING P
14+'l . 20.00' L
1J+89.51
1~6" PVC ARE CONNECnON
1~6" GA TE VAL VF
1J+89.51 11.97' R
6" PVC 90' BEND
1J+87.51 11.97' R
DDCV / FDC
14+9J.94 11.02' L
C.0. NO 7 RIM 406.80
CONNECT PER PLUMBING
LANS
15+17. 96 17.W' R WTR- C
MH NO. 9
SEE
15+21.0J
12 PVC 45' BEND
.,. L50-:!2'4J"
~
1/ 2 DEFLECnON COUPLINGS
10 0 10 20 40
GRAPHICAL SCALE
SCALE: 7" = 20'
407.01
16+J5.94 15.12' L
5• PVC BEND
16+J5.941~6" PVC ARE CONNECnON
1~6" GATE VALVE"
15+87.68 14.16' L
2 Pve 90' BEND
15+70.47 14.16' L
2" WATER METER W/ BACKFLOW PRE'-£NTOR
15+68.47 14.16' L
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60 @ N86'52'22"E
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§] SJV7'12"E 28.l'P • --- --
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'- -
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architeclure l Environmental I Engineering I Survey 701 Street, Suite 800
6 9.235.6471 Tel
AN L SMAR,\ R.C.E. 411H DATE
San Diego, CA 92101
519.234.0349 Fax
REGIS11!Al10N OOIIGNED
~;' ... ,!',Li..,.
EXPIRES 12-31-0l!I BY:
I l.-/7 7 ff ~
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--- -- 6" PVC (SOR-JS)
- --- - 6" PVC (SOR-JS)
----- 81.17 6" PVC (SOR-JS)
---- - 65.JJ 6" PVC (SOR- JS)
PR/VA TE SEWER DATA
START /NV. END /NV. SI.OPE START COVFR END COVFR
401.29' 190~ · /..\{oq;?l' )., 6.1J }'1.7~ ..
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N5J-:!9'49"W ----- 14.16 2" COPPER 550
NJ6-:!8'56"E ----- 2.00 2" COPPER 550
S5J-:!9'49"E ----- 15.12 6" PVC CLASS 200 550
NJ6-:!7'55"E ----- 2.00 6" PVC Cl.ASS 200 550
PR/VA TE WATER DATA
DEL TA OR BRG. RADIUS (FT)
NJVB'og•w -----
N86'51 '51 "E -----
NJV7'JJ"W ---- -
NJ6-:!8'56"E -----
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NJ6-:!9'5J"E -----
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LENGTH (FT)
2.00 J0.59
12.60 ,! 10.J8 '
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2" PVC CLASS 200 550
Z" PVC CLASS 200 550
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2" PVC CLA55 200 550
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"AS BUil T"
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DATE
l-----+- --+-------- ---1-----4----1---1-- --llsH9EETI. __ c_1TY_ o_F_c_A_R_L_s_s_A_D__,~4 _ ENGINEERING DEPARTMENT L_2i_J SIAMY
R£1'!:W:
PLANS FOR 'THE IMPROVEMENTS Of:
BRESSI RANCH
VILLAGE CENTER
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NO. DELTA OR BRG. RADIUS (FT) LENGTH (FT} REMARKS
NOJ'07'06'E 173.61 6' PVC (SDR- 35)
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I DATE
SCALE. /"=2 0'
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1--- --+---+-------------------1---+--+---+-----+ Q ENGINEERING DEPARTMENT 4 0 10 20 40
GRAPHICAL SCALE
SCALE: 1" = 20'
'
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture l Environment al I Engineer ing I Survey 701 B Street, Suite 800
619.235.647 1 Tel
San Diego, CA 92101
619.2 4.0349 Fax
NCRIIAN L SN<ARA. R.C.E. 48198 OAT[ REGISlRATION OESIClNEil BY:
?/4 ,., ~"'• C
EXPtRES 12- 31-0B
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REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
~--~
PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID A. Hf~ SER ,;/
,\. Jw
DWN BY:~ CHKD BY-
RVWD BY:
lJ T l.l i;-
PROJECT NO.
CT 06-24
EXP~ E) 06 /30 /08
L/ 7 /0R.
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452-9
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PR/VAT£ SE~R DATA
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6" PVC (SDR-35} PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering I Survey 701 B Street, Suite 800
619.23 5.6471 Tel
m.inaAN L ;>N\""A. R.C.E. _,96 OA.lt
~ ' ..... -,t'.,).R. ,. 1
San Diego, CA 92101
619.234,0349 Fax
R£GISlRA110N llE9QEJ
EXPfRES 12-31-08 BY:
SUIMY
R[-
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DA TE INITIAL
NGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
O'TttER APPROVAL CITY APPROVAL
PLANS FOR lHE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID A. H/M'.ISER _;/
I /
OWN BY: ~ CHKD BY:
RVWO BY:
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PROJECT NO.
CT 06-24
EXPIRES 06/.30/08
z./7/o t,
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452-9
J.N 3279
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WATER DATA
NO. D[L TA OR BRG. RADIUS (FT} L[NGTH (FT} REMARKS
(W61) NOJ76'22"W
~ ( N86'52'54"£ •
N86'52'54 "[
SJ'07'J4"[
N86'52'54 "[
----- / \ 68.52
9t.43
24.14 2.00
101.55
MAJOR "B"
16,900 SF
FF = 407.00
PAD = 406.25
8" PVC CLASS 200
J. 2· COPPER
8" PVC CLASS 200
6" PVC CLASS 200
6" PVC CLASS 200
8" PVC CLASS 200
- I
lr-----
1 JL _ _ J
- - ~-
WATER ZONE
550
550
550
550
550
550
SHOP "E"
5,020 SF
ff = 406.00
PAD = 405.25
)
SEESl£ET5
i2" P\.t WA 1ER
0 ~ W ' 13+00
,12 1n ... oo 00 IVT .. c~ 12• PVC
! 12+55:44 WT-8 WATER
--,;--~----+-1,"I 12"X12"X8" FLG TE[
~ ~-/_,,, .c_: :--~-=,fi-:[=. ,~~=.-::r:,:~-:. ;,,,__." ,~. ~, I ~ 10168.52 i··. ""I
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11 ~00'01'01/w -
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P[R IMP NO.
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- PROJECT DESIGN CONSULTANTS
0 10 20 40
GRAPHICAL SCAL[
SCALE: i" - 20'
'
Planning I Landscape Architectu re I Environmen ta l I Engineer ing I Survey 701 B Street , Suite 800
6 9.235.6471 Tel
San Diego, CA 92101
619.234 .0349 Fax
-AN L SAKAR.A., R.C.E. -4e198 DA l[ REQSlltA l10N
EXPtRES 12- 31-015
llE90IED
9Y:
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"AS BUil T" , f;) iv.~o,,.f_Es..,si~o..,,,<
~ ;<.\SJ Tu-9. ~
~~'{- ~~ 1 ,I
c:; c., No. 59285 j) " ,,);S, '.<) /~ 9-t-o 1
~. fm (l•?tl•ll : RCE 592.f'b EXP. (Q';JQ - ll DATE
REVIEWED BY:
(2 1 ' 11 ,. /fJ -l't-d't
,----,----.-------------"""T""-----,,----,P_R_I_V_A.,..TE_C_O"TN_T_R_A_C_T~mECTOR f I DA TE ~--+-- -+-- - ---------if--'-4 ---+--+- -lfsHml2 ~c_,_TY_o_F_c_A_R_Ls_B_A_D~~4 ~ ENGINEERING DEPARTMENT ~ f,/t,/06 M 1-1
DA TE INITIAL
'NGINEER OF WORK REVISION DESCRIPTION
1ntol O ,_.
DA' E INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PLANS FOR lHE IMPROVEMENTS Of':
BRESSI RANCH
VILLAGE CENTER
DWN BY:
CHKD BY~
RVWD BY~~
PROJECT NO.
CT 06-24
EXPIRES 06 /JO /OB
z./7/0 1
DATE
DRAWING NO.
452-9
J.N. 3219
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CURB TABLE
/
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LENG TH RAD/US O[LTA R[l,IARKS
7.80 6.98 64'01'J4" 6" TYPE 'G' CURB
21.97 1J.OO 96'50'49" 6" TYPE 'G' CURB
Jl.71 25.00 86'25'J2" 6" TYP[ 'G' CURB
J6.08 25.00 82"41'26" 6" TYP[ 'G' CURB
44.27 16.00 158"J1'46" 6" TYPE 'G' CURB
C567 45.7J J5.00 74"52'04" 6" TYPE 'G' CURB
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"AS BUil T"
~ CITY OF CARLSBAD ~
1-- --.-- -+--- ----- --------1---+---+---+-------1~.___ __ E_N_G_IN_E_E_R_IN_G_D_E_P_A_R_T_M_EN_T __ ~L2.±___j
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architectur e I Environ·nental I Engineering I Survey 701 B Street, Suite 800
619 5.6471 Tel
San Diego, CA 92101
619.234.034'l Fax
PLANS FOR THE IMPROIIEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID A. ~ ~
R.C.E. 33081 DEPUTY CITY ENGINEER
EXPIRES 1)6/30/08
-,/ 7/ 0@
0A1t •
NORMAN L SN<ARA, R.C.E. 4tl1 S6 DATE RE<ISlRATION PM
RE\1Ew.
SURVEY
RE~E'N:
P.D.r
DATE INITIAL
NGINEER OF WORK
DWN BY, ~ PROJECT NO. DRAWING NO. EXPIRES 12- 31-0ft
I l.-1 7-e,7 NJ REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OlliER APPROVAL CITY APPROVAL
CHKD BY· . -
RV'M) BY: CT 06-24 452-9
J N. 3219
SIGNING AND STRIPING KEY MAP
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STRIPING PLAN: SECTION 3
SCALE: 1"=20'
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KEY MAP LEGEND
I I SECTION LIMITS
SECTION NO.
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STRIPING PLAN: SECTION 4
I
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SD#r/G All:) s,,.~ LE<:BCJ
- - - - - - - - R1-1
- - - - - - - - RJ-5R
- - - - - - - - RED CURB
CONSTRUCTION NOTES
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PA V[MENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES (FHWA 'S MUTCD 2003 REVIS/ONT, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST V[RSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROV[D BY THE ENGINEER OF ~RK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIV[ PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO 1+£EKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECT/V[ SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROV[MENTS, ALL STREET STRIPING ANO AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOV[ ALL CONFLICTING PAINTED LINES. MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPT!_ Y REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST V[RSION OFTHE CAL TRANS METRIC STENCILS.
(j) INSTALL 12" SOLID WHITE THERMO PLASTIC LIMIT LINE AND "STOP" PAVEMENT LEGEND. flQR;_ ALL SIGNING AND STRIPING STANDARDS ARE PER CALIFORNIA lt/VTC{) UNLESS OTHERWISE SPECIFIED.
S1Rlf IN6 PLAN: 5fC7iON 5
\ !
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T f l 1.
0 : . ,.~, .
RED CURB LOCA 110N PLAN
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAV[MENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PA V[MENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN OIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHAU BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15, SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WI-IEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET 'MTH STRAPS.
17. EXISTING SIGNS REMOV[D BY THE CONTRACTOR SHALL BE DELIV[RED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
19. (IF NECESSARY) Kt/ERE R4- 7 SIGN AND OMl- 3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4- 7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12•x12•
0 40 80 160 240
'
,,i
\ \ \ 1 :
"AS BUil T"
1'/QJE: STANDARD CURBS 80RD[~ING FIRE ACCESS ROADS SHALL HA l,f THE WORDS "NO PARKIIIG FIRE LANE" PAINTED UPOII TI-IEIR HORIZONTAL Al,/D VERnCAL SURFACES AT !NTERVAI.S OF NOT MORE T/./AN TWENTY-FWE FEET LETTfR5 SHALL Bf or /3LOCK STYl[, M//J!MUM F/VE (5) INCHES IN HEIG1T WITH A DATE
o,Ess,
~ l. S
~~ -1+
<l:' ..,,. "'
0 "" % 2 No 4S166 > ,.,,
Exp. i2-31-08 I;]
C/V\\.
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environrnen1al I Engineering I Survey 701 B Street, Suite 800
61 9,235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
NORMAN L SAK.AAA, R.C.E. 48166 DATE REQSTRATION DESlatED PM Rf\1EW:
??". .. -~ , ,G ✓- «
EXPIRES 12-31-08 BY:
NS
SUR>£<
R£'11[W,
STROKE OF NOT U:SS THAN ¾ /NCH, AND SHALL Bf WHITE ON A 1?£D BACKG/IOUNb. THE 8ACKGROUND SHALL E:XT[fl;> AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LET'(fRS or Tl-if Tf'lt'r. REVIEWED BY:
PRIVATE CONTRACT a 11.~
~CTOR DATE
1----+---+------+------i-----+----+-----l ~
~--------------
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
~
~
. . (;
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PLANS FOR THE IMPROVEMENTS OF:
BRESSI RANCH
VILLAGE CENTER
APPROVED: DAVID
R.C.E. 33081
DWN BY: ~
CHKD BY·
RVWD B~
DEP EER
PROJECT NO.
CT 06-24
EXPIRES 06/30/08
z..~1,fe
DRAWING NO.
452-9
J.N. 3219
PROJECT LOCATION
PROJECT LOCATION
APPROXIMATE
POINSETTIA LS
DISCHARGE
FORCE MAIN
POINSETTIA
LIFT STATION
FINAL SUBMITTAL - FOR CONSTRUCTION
ROY
YU
SCOTT CHADWICK
CITY MANAGER
T TELEPHONE
TOP
TDH
TEMP
TH
T&B
TBM
T/C, TOC, TC
TEMPERATURE
THICKNESS
TOP AND BOTTOM
T/S, TOS
T-_-S
T-_-P
V, VERT
TP
W
WB
WC
W/
UD
TYP
VTR
VFD
WATER BAR
WATER CLOSET
TOP OF STEEL
UNDERDRAIN
VENT TO ROOF
TEST PIT
WITH
VERTICAL
TYPICAL
AT
WH
WMH
WV
&
@
#
WWF
WTR
WTP
W/O
WATER HEATER
WATER VALVE
WITHOUT
AND
WATER
WATER MANHOLE
POUND, NUMBER
WCO WALL CLEANOUT
TOTAL DYNAMIC HEAD
TOP OF PAVEMENT
TOP OF CONCRETE
TEMPORARY BENCHMARK
WATER, WELDED, WEST
TYPE______PIPE
TYPE______SUPPORT
VARIABLE FREQUENCY DRIVE
WELDED WIRE FABRIC
WATER TREATMENT PLANT
T/ TOP
HB
ABBREVIATIONS
HOSE BIBABANDONEDABAND
HORIZ.
H.P.
ID
HR
HP
HORIZONTAL
HORSEPOWER
HOUR
INSIDE DIAMETER
INSUL
LOG
LAB
INV
IPS
IN
IE
LR
LT
LG
LL
JT
L
JB
INSULATION
LONG RADIUS
LEFT TURN
LIVE LOAD
LABORATORY
LENGTH, LINE
INVERT
INCHES
LONG
JOINT
IRON PIPE SIZE
INVERT ELEVATION
LIP OF GUTTER
JUNCTION BOX
MCC
MET
MECH
MAX
MPH
MNTD
MISC
MGD
MJ
(N)
N
MIN
MH
MG
MFR, MNFR
MANHOLE
MOUNTED
MINIMUM
MECHANICAL
MAXIMUM
METAL
NEW
NORTH
MILES PER HOUR
MECHANICAL JOINT
MISCELLANEOUS
MANUFACTURER
MILLION GALLON
NTS
NPT
NGVD
N/A
PCCP
PACP
OPNG(S)
NIC
NO.
P
OG
OC
OF
OD
NUMBER
OPENING(S)
OVERFLOW
ON CENTER
NOT IN CONTRACT
NOT TO SCALE
NOT APPLICABLE
OUTSIDE DIAMETER
PNEUMATIC, PIPE
ORIGINAL GROUND
N.F.C.
NATIONAL PIPE THREAD
RCCP
REINF
RESIL
RCP
REQ'D
P/L
PRV
PRES(S)
PSF
R
PG
PL
PI
PT
PSI
RESILIENT
REQUIRED
PRESSURE
RADIUS
PLATE
REINFORCE(D), (MENT)
PROPERTY LINE
PRESSURE GAUGE
POINT OF INTERSECTION
PC
ADDITIONAL
ALUMINUM
AGGREGATE
AC, A.C.
ADDIT.
ADJ.
ALUM
AGG
ACP
APPRO.
AB, A.B.
BUILDING
ASSEMBLY
ASPHALT
AVERAGE
BALL VALVE
BLOWOFF
BOTTOM
BFV
BF
BLDG
AVRV
ASPH
AVG
ARV
ASSY
BV
BO
BOC
BM
BOT, BOTT
ARCH ARCHITECTURAL
AIR RELEASE VALVE
BEAM, BENCH MARK
BLIND FLANGE
BUTTERFLY VALVE
BACK OF CURB
ASPHALT CONCRETE
ADJUSTABLE
APPROXIMATELY
CLEANOUT
CAST IRON
CENTERLINE
COLUMN
CABLE TV
COUPLING
CONCRETE
CLR
CO
CI
CL, C
CLSM
L
COL
CATVR
CATV
CC, C/C
CP
CPLG
CTS
CONT
CONST
CONN
CONC
DRAIN
DEFLECTION
DIMENSION
DISCHARGE
DIAMETER
EACH FACE
ELEVATION
DOWN
EACH
DRAWING(S)
DEADLOAD
D
DEFL
DI
DEPT
DIA, Ø
DIP
DIM
DISCH
EF
DN
EA
E
DWG(S)
DL
EL., ELEV
DUCTILE IRON PIPE
DEPARTMENT
ELECTRICAL, EAST
CENTER TO CENTER
CONTINU(ED), (OUS)
CLEAR(ANCE)
CABLE TV RISER
CONNECTION
CONSTRUCTION
(CALIFORNIA DEPARTMENT OF TRANSPORTATION)CALTRANS
EXHAUST
EQUIPMENT
EMERGENCY
EXISTING
EQUAL
ELBOW
EACH WAY
FUTURE
FACTORY
EXPANSION
EQUIP
ETS
EXH
EPB
EQ
ELL
EMG
ELEC(T)
(F)
EW
FC
FAC
EXP
EXIST, (E)
FCA
FLEXIBLE COUPLING
ELECTRIC(AL)
AIR/VACUUM RELIEF VALVE
ASBESTOS CEMENT PIPE
AGGREGATE BASE, ANCHOR BOLT
DUCTILE IRON, DROP INLET
CONTROLLED LOW STRENGTH MATERIAL
CATHODIC TEST STATION
CONTROL POINT, CATHODIC PROTECTION
FLANGE COUPLING ADAPTER
ELECTROLYSIS TEST STATION
ELECTRICAL PULL BOX
HM HOLLOW METAL
HIGH POINT, HINGE POINT
NATIONAL GEODETIC VERTICAL DATUM
NOT FOR CONSTRUCTION
MILLION GALLONS PER DAY
MOTOR CONTROL CENTER
PRETENSIONED CONCRETE CYLINDER PIPE
PERFORATED ASBESTOS CEMENT PIPE
PRESSURE RELEASE VALVE, PRESSURE REDUCING VALVE
REINFORCED CONCRETE CYLINDER PIPE
REINFORCED CONCRETE PIPE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT OF TANGENT (END CURVE)
POINT OF CURVE (BEGIN CURVE)
PIPING SYMBOLS
DETAIL
DESIGNATION
GENERAL LEGEND
REFERENCE SYMBOLS
PIPE IN PROFILE
FIRE HYDRANT ASSEMBLY
BLOWOFF ASSEMBLY
AIR/VACUUM RELEASE VALVE
GATE VALVE
CENTERLINE
4750
CULVERT
EARTH IN SECTION
CONCRETE IN SECTION
STEEL IN SECTION
AC IN SECTION
REFERENCE POINT
POWER POLE
AC PAVING IN PLAN
GRAVEL IN SECTION
EXISTING STRUCTURE (E)
CONTOUR ELEVATION LINE
NEW STRUCTURE (N)
EXISTING WATERLINE
BURIED TELEPHONE CABLE
OVERHEAD ELECTRICAL
GENERAL NOTES
SPEC
R/W
SDMH
SECT
SCADA
RM
SHT
STA
SS
SQ
SF
SD
S
RT
SQUARE
STATION
SECTION
STORM DRAIN
RIGHT TURN
ROOM
SHEET
SPECIFICATION(S)
SQUARE FOOT
SEWER, SOUTH
RIGHT OF WAY
STORM DRAIN MANHOLE
STR(UCT)
ST(L)
STD
SYS
SV
STANDARD
SYSTEM
STEEL
SOLENOID VALVE
STRUCTUR(E), (AL)
GAUGE
GAS
FLANGE
FLOOR
FINISH(ED)
FLOW LINE
FOOT
FOOTING
FLEXIBLE
GA
G
FD
FCO
FE
FF
FL
FIN
FH
FLG
FLR
FT
FRP
FTG
FLEX
FIRE EXTINGUISHER
FLOOR CLEANOUT
FINISH FLOOR
FIRE HYDRANT
FLOOR DRAIN
GATE VALVEGV
GB
GS
GI
GPM
GPD
GYP (BD), GWB
GALLONS PER DAY
GALVANIZED STEEL
GALLONS PER MINUTE
GRADE BREAK
GALVANIZED IRON
GALV GALVANIZED
FIBERGLASS REINFORCED PLASTIC
GYPSUM (BOARD), GYPSUM WALLBOARD
STAINLESS STEEL, SANITARY SEWER
SUPERVISORY CONTROL AND DATA ACQUISITION
FENCE LINE
UTILITY POLE W/ GUY WIRE
REFERENCE POINT COORDINATES
RESERVOIRRESV
FLANGED COUPLING ADAPTER
C CURVE
POLYVINYL CHLORIDEPVC
H, HT HEIGHT
HDPE HIGH DENSITY POLYETHYLENE
WS WATER SURFACE
C01
1DETAIL
SHEET DRAWN ON
OR REFERENCED
FROM
DETAIL
DESIGNATION
C01
ASECTION
SHEET DRAWN ON
OR REFERENCED
FROM
1. THE KNOWN EXISTING BURIED UTILITIES AND PIPELINES ARE SHOWN ON THE DRAWINGS IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL EXISTING PIPELINES AND OBSTRUCTIONS ARE SHOWN OR THAT LOCATIONS INDICATED ARE ACCURATE. THE CONTRACTOR SHALL "POTHOLE" TO DETERMINE THE ACTUAL LOCATION AND ELEVATION OF ALL EXISTING UTILITIES CROSSING NEW PIPELINES.
2. UNLESS OTHERWISE NOTED, ALL PIPE SHALL HAVE A MINIMUM COVER OF 3'. VERTICAL SEPARATION BETWEEN THE NEW PIPELINE AND THE EXISTING UTILITIES SHALL BE A MINIMUM OF 12-INCHES. ADDITIONAL SEPARATION REQUIREMENTS BETWEEN POTABLE WATER AND NON-POTABLE LINES ARE PROVIDED IN SPEC SECTION 15050.3.01.B.
3. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PIPELINES, VALVES AND FITTINGS ARE ADEQUATELY RESTRAINED AGAINST JOINT SEPARATION. PROVIDE RESTRAINED JOINTS OR THRUST BLOCKS FOR ALL HORIZONTAL BENDS, WYES, AND BLIND FLANGES. PROVIDE RESTRAINED JOINTS FOR ALL VERTICAL BENDS (SEE THRUST BLOCK DETAIL 5, SHEET M-3).
4. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL ITEMS DISTURBED DURING CONSTRUCTION BACK TO THEIR ORIGINAL OR BETTER CONDITION, INCLUDING BUT NOT LIMITED TO: CONCRETE FLATWORK AND ASPHALT PAVING.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS AFTER COMPLETION OF THE PROJECT. THE ENGINEER WILL PROVIDE EXISTING DESIGN DRAWING FILES IN AUTOCAD FOR CONTRACTOR TO GENERATE AS-BUILT PIPELINE PLANS AND PROFILES.
6. ACCESS TO THE SITE SHALL BE RESTRICTED TO BETWEEN THE HOURS OF 7:30AM-5:30PM. CONTRACTOR SHALL RESTRICT PROJECT WORK TO WITHIN THE EXISTING LIFT STATION SITE UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL MAKE ARRANGEMENTS AT THEIR COST FOR ANY WORK OUTSIDE THE PROPERTY LINES SHOWN.
7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS TO BOTH EXISTING AND NEW EQUIPMENT BEFORE ORDERING MATERIALS, TO PROVIDE A COMPLETE WORKING SYSTEM. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY MAJOR MODIFICATION WHICH COULD IMPACT THE DESIGN INTENT.
8. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO THE EXISTING FACILITIES DURING CONSTRUCTION.
9. VALVES SHALL BE SYSTEM B FOR WASTEWATER APPLICATION. VALVES SHALL BE SYSTEM I FOR COMPRESSED AIR APPLICATION.
10. THE EXISTING 4-INCH DIAMETER SURGE RELIEF VALVE AT THE POINSETTIA SEWAGE LIFT STATION SHALL BE SET TO OPEN WHEN THE PRESSURE AT THE POINSETTIA SEWAGE LIFT STATION EXCEEDS 175 PSI (IN PLACE OF THE CURRENT 120 PSI SET POINT).
BENCH MARK
DESCRIPTION: 2.5" DISK (CITY OF CARLSBAD CONTROL POINT NO. 69) LOCATION: S.W. CRNR. OF EL CAMINO REAL AND POINSETTIA LANE RECORDED: CLSB-069 LS 6215
ELEVATION: 272.456 DATUM: NGVD 29
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED FROM
POINSETTIA SEWAGE LIFT STATION AS-BUILT DRAWINGS
(CMWD 95-402) DATED 6-25-99.
WOOD IN SECTION
(N) PIPE
BURIED PIPE (N)
(E) SEWER LINE
PROPERTY LINE
P.E. PLAIN END
PLUG VALVE
FINAL SUBMITTAL - FOR CONSTRUCTION
ROY YU
FLOW METER AND EMERGENCY
BYPASS CONNECTION VAULT
LOCAL CONTROL POINT
108.16 USE TO VERIFY ALL
ELEVATIONS
WET WELL
(BELOW GRADE)
1/2" SCH 80 PVC
CHEMICAL FEED
PIPING
12" GRAVITY SEWER
(ABANDONED IN PLACE)
COMMINUTOR VAULT
(BELOW GRADE)
2"Ø AIR VENT
12" D.I.P.
FORCE MAIN
℄EL: ~94.0'
20' VALLECITOSWATER DISTRICTEASEMENT
10' VALLECITOS WATERDISTRICT EASEMENT
PENETRATION IN SOUTH
SIDE OF FORCE MAIN VAULT
(SEE SHEET M-1 FOR
CONNECTION DETAILS)
10"Ø D.I. BYPASS
PUMP SUCTION LINE
2"Ø AIR/VACUUM VALVE
8"Ø SECONDARY BYPASS LINE
CONNECTION
0 1"=10'
10 20
27'
10'
10'
18"Ø PVC EMERGENCY STORAGE BASIN
FEED LINE @ 0.5% SLOPE
MANHOLE
18"Ø I.E.=98.75'
2"Ø I.E.=104.0'
BOLLARDS (TYP OF 5)
GATE
25' ±
ACCESS ROAD
22' ±
(E) ACCESS ROAD
PROPERTY LINE
GATE
ELECTRICAL
BUILDING
ODOR CONTROL SYSTEM
ASPHALT PAVED AREA
10"Ø DIPS DR 13.5
HDPE BYPASS
DISCHARGE LINE
15"Ø PVC
SEWER MAIN
15" PVC GRAVITY SEWER
(ABANDONED IN PLACE)
10'ØX30' LONG EMERGENCY
UNDERGROUND STORAGE BASIN
NOTES:
1. ALL PIPE JOINTS SHALL BE RESTRAINED.
2. EXISTING UTILITY LOCATIONS AND ELEVATIONS BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO POTHOLE AND FIELD
VERIFY ELEVATIONS OF EXISTING UTILITIES ANTICIPATED TO
CROSS WITH NEW AIR PIPING.
3. EXISTING 4" PVC DRAIN PIPE ELEVATION UNKNOWN. PRIOR TO
CONSTRUCTION, CONTRACTOR TO POTHOLE AND FIELD VERIFY
THE LOCATION AND ELEVATION OF THE EXISTING DRAIN PIPE.
DESIGN CHANGES TO THE AIR PIPING LAYOUT OR ELEVATION
ELEVATION TO BE SUBMITTED TO THE OWNER AND ENGINEER
FOR APPROVAL PRIOR TO CONSTRUCTION.
19'X8' TRAILER MOUNTED
BYPASS PUMP
FINAL SUBMITTAL - FOR CONSTRUCTION
SURGE TANK
N 1125.43
E 1030.22
AIR COMPRESSORB
B M-2
ROY YU
TOP
103.16
TOP
102.33
TOP
103.00
4" PVC DRAIN
8" AIR
16" AIR
1 1/4" WATER
1/2" CHEM
1" WATER
TOP
102.49
EQUIPMENT
BUILDING
RETAIN AND
PROTECT IN PLACE
EXISTING FENCE
12" FM
1/2" CA WITH 3" CASING
PIPE BELOW GRADE
CONTRACTOR
LAYDOWN/
STORAGE AREA
ACCESS TO REMAIN FOR
CITY CREWS DURING
CONSTRUCTION
TRANSFORMER
ELECT
ELECT
ELECT
ELECT
ELECT
PUMP BUILDING. FOR
PUMP ROOM ENLARGED
PLAN, SEE SHEET M-4
EXISTING 4" PVC
DRAIN, SEE NOTE 3
ROY
YU
SCALE: 1" = 40'
PLAN: SEWER
NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION AND
INVERT ELEVATION OF THE REQUIRED SEWAGE
VACUUM RELIEF VALVE.
2. ACCESS TO THE PIPELINE SHALL BE FROM THE
COPPER WAY CUL-DE-SAC. CONTRACTOR TO
COORDINATE WITH THE OWNER FOR GATE
ACCESS.
FINAL SUBMITTAL - FOR CONSTRUCTION
NEW 2" SEWAGE VACUUM
RELIEF VALVE AT STA
11+70, EL. 306.8 FT., SEE
DETAIL 1 ON SHEET C-3
NEW 2" SEWAGE VACUUM
RELIEF VALVE AT STA
11+70, EL. 306.8 FT., SEE
DETAIL 1 ON SHEET C-3
DWG NO. 331-1F
DWG NO. 331-1F
206 ft
78 ft
116 ft
EXIST. PLUS 1"
(N) A.C. PAVING
12"
VARIES
PAVED AREASUNIMPROVED AREAS
12"
O.D.+24" MAX.
PIPE SIZE
PER PLAN
BEDDING MATERIAL
COMPACT TO 90%
RELATIVE DENSITY
NATIVE BACKFILL
WARNING TAPE,
CONTINUOUS
COMPACT TO 95%
RELATIVE DENSITY
12" (MIN)12"
9" MIN. THICKNESS
AGGREGATE BASE
95% COMPACTION
FINISH GRADE
12"
(4" MIN) OR
SAWCUT
(E) PAVEMENT
TYPICAL TRENCH SECTION
FOR PIPES UNDER 24" DIA.
SCALE: NONE
ELEVATION
PLAN
1/2"Ø ADHESIVE ANCHOR
WITH 4" EMBEDMENT
(TYP BOTH SIDES)
(TYP)
STD. WT. PIPE, DIA "A"
6'-0" (MAX)
1/2"x4"x0'-8" PLATE
NOM. PIPE
DIA "D"
"A" BRACE
EVERY (FT)
8" 1 1/2" 15
PIPE CLAMP WITH
SPACERS TO PERMIT
LOOSE FIT (1/16"
CLEARANCE) FOR
VERTICAL THERMAL
EXPANSION.
30°
30°
1/8" VENT HOLE
PIPE SIZE (D)
SEE MECHANICAL DRAWINGSC
NOTE:
SEE SPECIFICATION SECTION 15050 FOR MATERIALS.
(UNDERSIDE OF PIPE)
TYPE 23 PIPE SUPPORT (T23S)
SCALE: NONE
WIDTH AS REQ'D.
INTERIOR SIDE OF (E)
VAULT OR MH
EARTH SIDE OF VAULT
OR MH
POLYURETHANE SEALANT, 2
PART COMPOUND, MIN.
THICKNESS 1/2" OR 1/2 WIDTH
WHERE WIDTH EXCEEDS 1"
8" OR 18" PIPE PASSING
THROUGH WALL
TIGHTEN BOLTS FROM
DRY SIDE OF WALL
CORE DRILLED HOLE
IN (E) VAULT OR MH
BOLTS, NUTS, WASHERS,
SHALL BE STAINLESS STEEL
NOTES:
1. CORE DRILL ALONG CENTERLINE OF PIPE, INSTALL LINKSEAL AS DIRECTED AND PER MANUFACTURER'S REQUIREMENT.
DRYPACK GROUT
PACKED OAKUM
PIPE PENETRATION DETAIL
SCALE: NONE
LINK TYPE WALL SEAL FOR
VAULT, KOV-N-SEAL BOOT
OR EQUAL FOR MANHOLE CONCRETE VAULT OR MH
BY SEAL MFR.
PAVING REPAIR DETAIL
SCALE: NONE
TYPICAL ASPHALT CONCRETE
SAW CUT (TYP)
(E) A.C. PAVEMENT
SURFACE
9" GRAVEL
BASE COURSE
12" 12"
UNDISTURBED
NATIVE MATERIAL
NATIVE BACKFILL OR
PEA GRAVEL ABOVE
STORAGE BASIN
COMPACTED TO 95%
RELATIVE DENSITY
-
4 -
8 -
3 -
2 8" MIN
PLATE 1/2"X8"X8" W/
ANCHORS/ FASTENERS
@ 5" O.C. EACH WAY
(N) A.C. PAVING 4"
MIN OR (E) PLUS 1"
2" (MIN.)
L/2
REMARKS
CENTERLINE OF SUPPORT
FOR STEEL PLATE,
ANCHOR BOLTS AND
CONNECTIONS SEE
END VIEW
PIPE
12" TO 16"
24"
18" TO 20"
2'-0"
2'-6"
2'-0"
SIZE
8" TO 10"
4" TO 6"
B
1'-6"
1'-6"
SECTIONS)3'-6"
4'-6"
4'-0"
1'-4"
1'-4"
1'-4"
L
DIMENSIONS
3'-0"
2'-6"
D
1'-2"
1'-2"
WAY
(SEE
REBAR
EACH
#4@12"
B/2B/2
FOOTING
L/2
ANCHOR AS NEEDED
SEE SUPPORT DETAIL
SIDE VIEW
D (1'-0" MIN.)
CENTERLINE OF PIPE
ENGINEERED FILL
PIPE SUPPORT FOOTING
SCALE: NONE -
5 PIPE SUPPORT DETAIL
8"
(MIN)
4"
(TYP)
(TYP)
(TYP)
(TYP)
STEEL NUTSTEEL NUT
6 2
3 5
2 6
6 3
2 6
1 4
2 5
(TYP)
ID = BOLT DIAMETER + 1/64"
SLEEVE: INSULATING EPOXY GLASS 1/32" THICK.
NEOPRENE SEAL OR EQUAL
GASKET: INSULATING G-10 GASKET
WASHER: INSULATING EPOXY GLASS
PROTECTIVE COATING: PETROLATUM TAPE AWWA
C217 OR APPROVED EQUAL.
WASHER: STEEL 1/8" THICK
MATERIALS NOTES:
1. WHEREVER POSSIBLE, INSULATING FLANGE
ASSEMBLIES SHOULD BE ASSEMBLED PRIOR
TO INSTALLATION & TESTED ELECTRICALLY
TO ENSURE THAT INSULATING IS EFFECTIVE.
2. WRAP FLANGE ASSEMBLY AS SHOWN BY
PETROLEUM WAX TAPE PER AWWA C217.
3. INSULATING MATERIALS SHOULD BE
ORDERED AS A SET BY FLANGE SIZE &
FLANGE RATING. ONE SET OF INSULATING
MATERIALS INCLUDES G-10 INSULATING
GASKET, SLEEVES & WASHERS AND STEEL
BACK-UP WASHERS. GASKET SHALL BE SELF
CENTERING.
4. INSULATING FLANGE SHALL BE TESTED PER
NACE RP 286 PRIOR TO BACKFILL.
1 2
3 4
5 6
FINAL SUBMITTAL - FOR CONSTRUCTION
ROY YU
DIELECTRIC INSULATING FLANGE DETAIL
SCALE: NONE -
7 SECTION
PLAN
24" DIA X 36" HIGH
POLYETHYLENE
ENCLOSURE (UV
STABILIZED) PART #
VCAS-2436-GR
PIPELINE PRODUCTS
OR APPROVED EQUAL
EXIST GRADE
1X1X1/8" ANGLE
SUPPORT
(GALVANIZED) (TYP)
CONCRETE
SUPPORT 30" DIA X
12" THICK (2500 PSI)
2" PVC SCH 80 WITH
SOLVENT WELDED
FITTING BELOW GRADE
AND THREADED
FITTING ABOVE GRADE
SADDLE TAP FOR PIPE MOUNTING.
SEE SPECIFICATION SECTION 15050
1" PVC SCH 80
ELBOW
3/6 SS STRAP WITH BOLTED
CONNECTORS 2 PER
FIXTURE (TYP)
1" BACK FLUSHING AND
BLOW OFF VALVES W/ QUICK
DISCONNECTS
2" PVC BALL VALVE
THREADED
NON SHRINK GROUT SEAL
AROUND HOLES FOR SUPPORTS
(1"+SUPPORT OD MIN)
3" CLR
(TYP)
TO SEWER
FORCE MAIN
SEWAGE VACUUM RELIEF VALVE
SCALE: NONE -
1 VACUUM RELIEF
VALVE, SEE NOTES
24" VALVE
ENCLOSURE
(REMOVABLE)
NOTES:
1. APPROVED DIELECTRICS MUST BE USED AT ALL CONNECTIONS OF DISSIMILAR METALS FOR PIPING AND APPURTENANCES.
2. SEWAGE VACUUM RELIEF VALVE SHALL BE A MINIMUM 2-INCH DIAMETER WITH CONTROLLED VENTING FEATURE (APCO-S1500TCS, OR EQUAL). A SINGLE BODY-STYLE SEWAGE VACUUM RELIEF VALVE IS NOT ACCEPTABLE.
3. SEWAGE VACUUM RELIEF VALVE SHALL SEAT WITH A MINIMUM PRESSURE OF -0.5 PSI. SEWAGE VACUUM RELIEF VALVES REQUIRING SEATING PRESSURES GREATER THAN -0.5 PSI WILL NOT BE ALLOWED.
CLEANOUT
6" NATIVE BACKFILL
COMPACTED TO 95%
RELATIVE DENSITY
3" MIN
INTERIOR CORNERS EXTERIOR CORNERS
EDGE OF
SLAB
5-#4 @ 4"
CC, TOP
EDGE OF
SLAB
4-#4 x 4'-0" @ 6" CC, TOP
LAYER 3/4" BELOW TOP
OF SLAB
CONCRETE
PAD
JOINT
SEALANT
BACKER ROD
PREFORMED
JOINT FILLER
1/2"
1/4"
EDGE OF
BYPASS VAULT
CRUSHED
ROCK
1'-0"
SCARIFIED AND
COMPACTED
NATIVE SOIL
CLSM FILL
UNDISTURBED
NATIVE SOIL
8'-0" ±
SEE
NOTE 4
FINAL SUBMITTAL - FOR CONSTRUCTION
GENERAL
1. DESIGN AND CONSTRUCTION SHALL CONFORM TO
THE 2019 CALIFORNIA BUILDING CODE.
2. THESE NOTES AS WELL AS THE TYPICAL DETAILS
APPLY TO ALL PARTS OF THE PROJECT, UNLESS
NOTED OTHERWISE.
3. DIMENSIONS NOTED WITH AN ASTERISK, " * ", ARE TO
BE COORDINATED IN THE FIELD BY THE
CONTRACTOR.
PERMITS AND INSPECTIONS
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
ALL PERMITS AND INSPECTIONS REQUIRED BY THE
LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN
THE SPECIFICATIONS.
2. THE CONTRACTOR SHALL SELECT, INSTALL AND
MAINTAIN SHORING, SHEETING, BRACING AND
SLOPING AS NECESSARY TO MAINTAIN SAFE
EXCAVATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ENSURING FULL COMPLIANCE
WITH 29 CFR PART 1926 OSHA SUBPART P
EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL
EARTHWORK SHALL BE PERFORMED IN STRICT
ACCORDANCE WITH APPLICABLE LAW, INCLUDING
LOCAL ORDINANCES, AND APPLICABLE OSHA
REQUIREMENTS.
SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS
1. SPECIAL INSPECTION IN ACCORDANCE WITH CBC
2019, SECTION 1704, SHALL BE REQUIRED AS
INDICATED IN THE SPECIAL INSPECTION AND TESTING
SCHEDULE ON THIS SHEET.
2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
48-HOURS BEFORE PLACEMENT OF REINFORCING
STEEL AND CONCRETE SO THAT THE SUBGRADE OF
EXCAVATIONS MAY BE INSPECTED BY THE
GEOTECHNICAL ENGINEER.
3. THE GEOTECHNICAL ENGINEER SHALL VERIFY
BACKFILL MATERIAL AND BACKFILLING PROCEDURES
AND PROVIDE SOIL COMPACTION TESTS.
REINFORCING STEEL
1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60.
2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR
SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL.
4. REINFORCING SHALL LAP IN ACCORDANCE WITH ACI 318-14.
5. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED
OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS SHOWN OTHERWISE BAR COVER SHALL NOT BE LESS THAN, UNLESS OTHERWISE SHOWN ON THE DRAWINGS:
SLAB BOTTOMS ON CONCRETE WORK MAT 2-INCH
SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCH
SLAB BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH
CONCRETE
1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI AS MEASURED IN ACCORDANCE WITH ASTM C39.
2. MIX DESIGN
FIELD TEST RECORDS: SUBMIT IN ACCORDANCE WITH ACI 318
CHAPTER 26.4.4
WATER/CEMENT RATIO: 0.42 MAX
AIR CONTENT: 4% +/- 1% IN ACCORDANCE W/ ASTM C231
SLUMP: 3 TO 4 INCHES IN ACCORDANCE W/ ASTM C143
SHRINKAGE: 0.05% IN ACCORDANCE W/ ASTM C157
3. CEMENTITIOUS MATERIALS
MINIMUM CONTENT: 590 LBS/CU YD
PORTLAND CEMENT: ASTM C150, TYPE V
FLYASH: ASTM C618, CLASS F, NOT TO EXCEED 20% OF
TOTAL CEMENTITIOUS MATERIALS
3. AGGREGATE
COARSE: CONFORM TO ASTM C33, 1-INCH MAX AGGREGATE
FINE: CONFORM TO TABLE 1 OF ASTMC33
4. ADMIXTURES
AIR ENTRAINING: ASTM C260
WATER REDUCING: ASTM C494, TYPE A
5. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, 318-14, AND ACI 347.
6. CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 DEGREES F.
7. PROVIDE SF-2.0 FINISH AT FORMED SURFACES IN ACCORDANCE WITH ACI 301.
8. PROVIDE TROWEL FINISH AT HORIZONTAL SURFACES IN ACCORDANCE WITH ACI 301.
9. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4-INCH.
CONCRETE
INSPECTION:
CONT PER
[ ] [X] VERIFY DESIGN MIX
[X] [ ] AT TIME SAMPLE TAKEN FOR
STRENGTH, SLUMP, UNIT WEIGHT,
AIR AND TEMPERATURE TESTS.
[ ] [X] PROPER CURING AND
TEMPERATURE
[X] [ ] BOLTS INSTALLED IN CONCRETE
[ ] [X] REINFORCING PLACEMENT
[ ] [X] FORMWORK
[ ] [ ] STRESSING & GROUTING OF
TENDONS.
TESTING:
[X] (4) 6 INCH DIAMETER CYLINDERS PER 100
CUBIC YARDS*
TEST: (2) @ 7 DAYS, (2) @ 28 DAYS.
* EACH MIX PLACED, EACH DAY PLACED
[X] SLUMP TEST - PER 50 CY & AT STRENGTH
SAMPLE
[X] AIR TEST - PER STRENGTH SAMPLES
[ ] SHRINKAGE TEST - 3 SPECIMENS PER
STRENGTH SCHEDULE
[ ] UNIT WEIGHT TEST - PER STRENGTH
SAMPLES
SPECIAL CASES
ANCHORAGE TO EXISTING CONCRETE:
[X] INSTALLATION INSPECTION IN
ACCORDANCE WITH ICC-ES REPORT
COMBINED AGGREGATE GRADATION (% PASSING SIEVE)
2" 1-1/2" 1" 3/4" 3/8" No. 4 No. 8 No.
16 No.
30 No.
50 No.
100
No.
200
100 90-100 50-96 45-80 38-55 30-45 23-38 17-33 10-22 3-10 0-3 0-2
SOIL AND FOUNDATIONS
1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN
PURPOSES FOR THIS PROJECT WERE MADE FOR THE
CITY OF CARLSBAD BY NINYO & MOORE IN A REPORT
DATED JUNE 10, 2015, IN A REVISED REPORT DATED
JANUARY 24, 2020, AND IN AN EMAIL
CORRESPONDENCE DATED FEBRUARY 21, 2020.
2. IN ACCORDANCE WITH THE CBC CHAPTER 18 THE
SOILS IN CARLSBAD, CA ARE GENERALLY CLASSIFIED
AS SILTY CLAY.
3. THE DESIGN BEARING CAPACITY OF THE SOILS IS
1,500 PSF FOR FOOTINGS. BEARING CAPACITY OF
SOILS ARE FOR DEAD AND LIVE LOADS FOR
FOUNDATIONS. BEARING VALUES MAY BE
INCREASED BY ONE-THIRD WHEN TRANSIENT LOADS
SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED.
4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS
INDICATED ON THE DRAWINGS FOR FOUNDATIONS.
THE SUBGRADE SHALL BE PREPARED AS INDICATED
ON THE DRAWINGS. EXCAVATED MATERIAL SHALL BE
REPLACED WITH STRUCTURAL FILL AS SHOWN ON
THE DRAWINGS. FOUNDATIONS SHALL BE
CONSTRUCTED AGAINST UNDISTURBED NATIVE
COMPETENT MATERIAL OR COMPACTED
STRUCTURAL FILL.
SUBMITTAL REQUIREMENTS
1. PRODUCT DATA:
BAR SUPPORTS AND CHAIRS
MECHANICAL BAR CONNECTORS,
INCLUDING ICC-ES REPORTS
CERTIFIED MILL TEST REPORTS ON
REINFORCEMENT
CEMENTITIOUS MATERIALS
COARSE AND FINE AGGREGATES
ADMIXTURES
WATER
READY-MIX PLANT CERTIFICATION
MIX DESIGNS
MIX TEST RESULTS
CURING MATERIALS AND PROGRAM
JOINT FILLERS
SEALANTS
GROUTS
METHODS AND MATERIALS FOR CONC REPAIRS
ADHESIVE ANCHORS, INCLUDING ICC-ES
REPORTS
2. SHOP DRAWINGS:
BAR AND WIRE FABRIC LAYOUTS
BAR BENDING DIAGRAMS
ASSEMBLY DIAGRAMS, INCLUDING BAR LAP AND SPLICE LOCATIONS
MECHANICAL CONNECTOR LAYOUT
ACCESSORIES AND INSERTS LAYOUT
CONSTRUCTION JOINT LAYOUT
SEQUENCE OF CONCRETE PLACEMENT
PROGRAM AND METHOD OF CONCRETE PLACEMENT
LOADING CRITERIA
1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2019 CALIFORNIA BUILDING CODE INCLUDING LATEST REVISION.
2. DEAD LOAD: AS CALCULATED
3. LIVE LOADS:
FLOOR - LIGHT MANUFACTURING/STORAGE 125 PSF UNIFORM,
2,000 LBS POINT
SIDEWALKS & VEHICULAR DRIVEWAYS 250 PSF UNIFORM,
8,000 LBS POINT
UNRESTRICTED VEHICULAR ACCESS AASHTO HL-93
4. WIND LOAD:
BASIC WIND SPEED, V 103 MPH
NOMINAL WIND SPEED, VASD 80 MPH
EXPOSURE C
RISK CATEGORY III
5. SEISMIC LOAD:
SEISMIC IMPORTANCE FACTOR, I
E 1.25
SEISMIC IMPORTANCE FACTOR, Ip 1.50
MAPPED RESPONSE PARAMETER, SS 0.959
MAPPED RESPONSE PARAMETER, S1 0.350
SITE CLASS D
DESIGN RESPONSE PARAMETER, SDS 0.744
DESIGN RESPONSE PARAMETER, SD1 0.467
SEISMIC DESIGN CATEGORY D
RESPONSE MODIFICATION FACTOR, R 3
LONG PERIOD TRANSITION PERIOD, TL 8 SECONDS
6. GROUND SNOW LOAD, P g 0
SPECIAL INSPECTION AND TESTING
SCHEDULE
ADHESIVE ANCHORING SYSTEMS
1. ADHESIVE: TWO-COMPONENT EPOXY RESIN AND
HARDENER MEETING THE REQUIREMENTS OF ASTM
C881 TYPES 1 AND 4, GRADE 3, CLASS C. ADHESIVE
SHALL BE SUPPLIED IN MANUFACTURER'S
STANDARD SIDE-BY-SIDE CARTRIDGE AND
DISPENSED THROUGH MANUFACTURER'S
STATIC-MIXING NOZZLE.
2. ANCHOR: THREADED ROD WITH CHAMFERED
THREADED END. PROVIDE 45 DEGREE CHISEL POINT
AT INSERTION END OF ROD OR REINFORCING.
FURNISH NUTS AND WASHERS AS REQUIRED.
PROVIDE HOT-DIP GALVANIZED RODS UNLESS
OTHERWISE NOTED. PROVIDE STAINLESS STEEL AT
SUBMERGED OR BURIED APPLICATIONS, AND AT
APPLICATIONS EXPOSED TO WEATHER OR
CORROSIVE CHEMICALS.
x ASTM A36 OR A307 (STANDARD CARBON STEEL)
x ASTM A193 GRADE B7 (HIGH-STRENGTH CARBON
STEEL)
x REINFORCING BARS IN ACCORDANCE WITH THIS
DRAWING
x AISI 316L/ASTM A276 STAINLESS STEEL MEETING
THE REQUIREMENTS OF ASTM F593
3. MANUFACTURER: HILTI HIT-RE 500 V3, HILTI HIT
HY-200, SIMPSON STRONG-TIE SET-XP, OR EQUAL.
4. FOR SUBMERGED APPLICATIONS IN POTABLE WATER
PROVIDE NSF/ANSI STD 61 CERTIFICATION.
DEFERRED SUBMITTALS
IN ACCORDANCE WITH CBC SECTION 107.3.4.1 SUBMITTAL DOCUMENTS FOR
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO
THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE DEFERRED
SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS:
1. SURGE TANK ANCHORAGE
2. PIPE SUPPORTS AND ANCHORAGE FOR PIPING
STRUCTURAL STEEL
1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. W- AND WT- SHAPES SHALL CONFORM TO ASTM A992. PLATES CONNECTING TO W- AND WT- SHAPES SHALL CONFORM TO ASTM A572 GRADE
50. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S.
2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISC
CERTIFIED FABRICATOR IN CONFORMANCE WITH THE LATEST AISC SPECIFICATION PARTS 1 THRU 4 AND THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".
3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. CONNECTIONS SHALL USE ASTM A325-X BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITH OVERSIZE OR SHORT SLOTTED HOLES.
4. WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XX ELECTRODES. WELDING SHALL BE DONE BY CERTIFIED WELDERS. WELDING SHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.1).
5. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL COMPONENTS AND
CONNECTIONS SHALL BE PAINTED OR PROTECTIVE COATED IN ACCORDANCE WITH THE SPECIFICATIONS.
GENERAL STRUCTURAL NOTES
MORGAN ELISE JOEL
I.E. 93.58±
PIPE SUPPORT (TYP)
12" FLANGED GATE VALVE
12" D.I.P.
FORCE MAIN
TOP OF VAULT EL. 107.5
FINISHED GRADE
EL. 106.8±
FLOW METER
ASSEMBLY
12" VICTAULIC
COUPLING
I.E. 93.46±
EL 90.46
EL 91.96
12" D.I.P.
FORCE MAIN
FLOW METER
ASSEMBLY
6' X 15' INSIDE
DIMENSION PRECAST
CONCRETE VAULT
12" FLANGED
GATE VALVE
12" X 12" X 8" FLG TEE
12" VICTAULIC
COUPLING, TYP. OF 2
ALUMINUM
LADDER (TYP OF 2)
PLAN
SOUTH EAST
ACCESS HATCH
A
8"Ø SWING CHECK VALVE
10"Ø DIPS DR 13.5
HDPE BYPASS
DISCHARGE LINE
8"Ø D.I. P.E. BYPASS
DISCHARGE LINE
8"Ø D.I. ELBOW
3/4"=1'-0"
0 21
10" X 8" D.I. FLG 90°
REDUCING ELBOW
10"Ø HDPE FLG
ADAPTOR P.E.
8"Ø D.I. FLG. BYPASS
DISCHARGE LINE
8"Ø RESTRAINED
F.C.A. (TYP OF 3)
PIPE SUPPORT
A
M-1
M-1
ASECTION
FINAL SUBMITTAL - FOR CONSTRUCTION
REMOVE EXISTING
PIPING AT FLANGE
REMOVE EXISTING
PIPING AT FLANGE
REMOVE PIPE
SUPPORT
3'-10"
3'-10"
ROY YU
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
FLOW METER AND
EMERGENCY BYPASS
CONNECTION VAULT
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING AND RESTRAINING ALL EXISTING
PIPING DURING DEMOLITION.
2. DEMOLITION SEQUENCING AND USE OF THE
EXISTING POINSETTIA LIFT STATION BYPASS
PUMP SHALL BE COORDINATED WITH THE
OWNER. ANY WORK PERFORMED DURING NIGHT
HOURS WILL REQUIRE APPROPRIATE OUTREACH
TO NEIGHBORING RESIDENTS. REFER TO THE
GENERAL PROVISIONS FOR FURTHER
INFORMATION.
SCALE: 3/4"=1'-0"
12" D.I.P.
FORCE MAIN
FLANGE TO FLANGE
CONNECTION (TYP OF 2)
6' X 15' INSIDE
DIMENSION PRECAST
CONCRETE VAULT
12" FLANGED
GATE VALVE
12" X 12" X 8" FLG TEE
12" VICTAULIC
COUPLING, TYP. OF 2
ALUMINUM
LADDER (TYP OF 2)
24"
METER AND EMERGENCY BYPASS
CONNECTION VAULT PLAN
A
10"Ø DIPS DR 13.5
HDPE BYPASS
DISCHARGE LINE
8"Ø D.I. P.E. BYPASS
DISCHARGE LINE
8"Ø D.I. ELBOW
47"
10" X 8" D.I. FLG 90°
REDUCING ELBOW 10"Ø HDPE FLG
ADAPTOR P.E.
8"Ø RESTRAINED
F.C.A. (TYP OF 3)
PIPE SUPPORT
30"
48"
48"
A
M-2
FINAL SUBMITTAL - FOR CONSTRUCTION
12" FLANGED
PLUG VALVE
12"x12"x12" FLG. TEE
RESTRAINED
FCA (TYP)
CORE 16"Ø HOLE AND USE LINK
SEAL® LS-400-*-9 (OR EQUAL).
DRY PACK NON SHRINK GROUT
IN ANNULUS, SEE DETAIL
TO AIR COMPRESSOR.
FOR CONTINUATION
SEE SHEET C-1
12" FM
12" 90° ELBOW
ROY YU
PIPE SUPPORT
SEE DETAIL
6'-11"
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
PRIOR TO SUBMITTAL OF SHOP DRAWINGS.
2. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS
SHALL BE PROVIDED FOR A MINIMUM DESIGN
PRESSURE OF 175 PSI.
3. CONTRACTOR SHALL FABRICATE A UNISTRUT PIPE
SUPPORT FRAME WITH A CONCRETE FOOTING
FOR THE AIR PIPING. SEE SPECIFICATION 15060.
1/2" CA
SURGE TANK
12" FM BB
M-2
3 C-3
FLOW METER
ASSEMBLY
2 C-3
11'-6"
EXPANSION JOINT
SEE DETAIL 6
C-4
CONCRETE PAD
SEE DETAIL
7 C-4
7'-6"
7'-6"
SEE NOTE 3
SCALE: 3/4"=1'-0"
REMOVE 8" BLIND FLANGE
CONNECT TO THE 8"
FLANGED GATE VALVE WITH
HANDWHEEL OPERATOR
I.E. 93.58±
PIPE SUPPORT (TYP)
12" FLANGED GATE VALVE
12" D.I.P.
FORCE MAIN
TOP OF VAULT
EL. 107.5
FINISHED GRADE
EL. 106.8±
FLOW METER
ASSEMBLY
12" VICTAULIC
COUPLING
I.E. 93.46±
EL 90.46
EL 91.96
SOUTH EAST
ACCESS HATCH
8"Ø SWING CHECK
VALVE, SEE NOTE 3
8"Ø D.I. FLG. BYPASS
DISCHARGE LINE
M-1
ASECTION
SADDLE
CLAMP OR
SADDLE
FINAL SUBMITTAL - FOR CONSTRUCTION
15'-0"
PIPE 101.67
CORE 6"Ø HOLE AND USE LINK
SEAL® LS-400-*-9 (OR EQUAL).
DRY PACK NON SHRINK GROUT
IN ANNULUS, SEE DETAIL
4" PVC SLEEVE
12" FM
12" FLANGED PLUG
VALVE WITH EXTENDED
OPERATOR NUT STEM
12"x12"x12" FLG. TEE
SADDLE
12" RESTRAINED
F.C.A.
2" AWWA
SQUARE NUT
REMOVABLE
ALUMINUM COVER
VALVE STEM GUIDE/SUPPORT
BOLTED TO THE WALL. PROVIDE
2, SPACED MINIMUM 5 FT APART
ROY YU
PIPE 99.75
PIPE SUPPORT
SEE DETAIL
PIPE 94.08
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
SUBMITTAL OF SHOP DRAWINGS.
2. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS SHALL BE PROVIDED FOR A MINIMUM DESIGN PRESSURE OF 175 PSI.
3. EXISTING SWING CHECK VALVE SHALL BE REPLACED. SEE
SPECIFICATION 15050.
4. ALL ABOVE GROUND COMPRESSED AIR PIPING/VALVE
MANIFOLD SHALL BE SUPPORTED AS DESCRIBED IN
SPECIFICATION SECTION 15060.
5. CONTRACTOR SHALL FABRICATE A UNISTRUT PIPE SUPPORT
FRAME WITH A CONCRETE FOOTING FOR THE AIR PIPING.
SEE SPECIFICATION 15060.
565 GALLON
SURGE TANK
AC PAVEMENT
18"
MIN
1/2" CA,
SEE NOTES
4 AND 5
SOLENOID
VALVE (TYP)
12" DIP SHORT
RADIUS ELBOW
12" FLANGED
PLUG VALVE
12" FM
RESTRAINED FLANGED
COUPLING ADAPTER
PRESSURE
INDICATOR
TRANSMITTER
CONCRETE PAD
SEE DETAIL
12" 90°
DIP ELBOW
FROM AIR COMPRESSOR,
FOR CONTINUATION SEE
SHEET C-1
SIGHT GAUGE AND LEVEL
INDICATOR TRANSMITTER, SEE
SPECIFICATION 17010 AND 17150
1/2" BALL
VALVE (TYP)
FINISH GRADE
EL. 106.8±
PIPE
EL. 101.67±
FOR CONTINUATION
SEE SHEET C-1
PIPE
EL. 108.39±
FLANGE INSULATION KIT
FOR DISSIMILAR
MATERIALS, SEE DETAIL
RUBBER
EXPANSION JOINT
MUFFLER
1/2" CHECK
VALVE
PRESSURE
GAUGE
SCALE: 1/2"=1'-0" M-1
BSECTION
2 C-3
6 C-3
PIPE SUPPORT
SEE DETAIL 6
C-3
7 C-3
6"
MIN
7 C-4
CONCRETE PAD
SEE DETAIL
7 C-4
6"
MIN
TRANSITION FROM
POLYETHYLENE TUBING
WITH PVC CASING
SLEEVE TO BLACK STEEL
FINAL SUBMITTAL - FOR CONSTRUCTION
NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
ABOVEGROUND CONDUITS. CONTRACTOR TO REMOVE
EXISTING ABOVEGROUND CONDUITS FOR THE WETWELL
FOUL AIR EXHAUST SYSTEM. INSTALL PLATE ON ELECTRICAL
FLOOR OUTLET.
2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
SUBMITTAL OF SHOP DRAWINGS.
3. NEW DUCTILE IRON PIPE, VALVES, AND FITTINGS SHALL BE PROVIDED FOR A MINIMUM DESIGN PRESSURE OF 175 PSI.
EQUIPMENT ROOM PLAN
SECTION A
M-2
SCALE: 3/8"=1'-0"
SCALE: 3/8"=1'-0"
A
A
M-2
80 GALLON VERTICAL
TANK MOUNTED 2 HP
AIR COMPRESSOR
EXISTING ABOVE
GROUND CONDUITS IN
THE AREA. SEE NOTE 2
80 GALLON VERTICAL
TANK MOUNTED 2 HP
AIR COMPRESSOR
3/4" BLACK STEEL
AIR PIPING
WALL PENETRATION.
CORE 2" HOLE
FOR CONTINUATION
SEE SHEET C-1
ROY YU
18"
MIN
18"
MIN
REMOVE EXISTING
DECOMMISSIONED CHEMICAL
PUMPS AND FEED PIPING.
PROTECT IN PLACE ACTIVE
CHEMICAL FEED PIPING
PROTECT IN PLACE
CHEMICAL FEED PUMP
SYSTEM IN THIS VICINITY
REMOVE WETWELL FOUL AIR EXHAUST
SYSTEM EQUIPMENT. REMOVE ELECTRICAL
CONDUITS AND CONDUCTORS. INSTALL
PLATE ON ELECTRICAL FLOOR OUTLET.
CAP AND SEAL DUCTS AT WALL
BALL VALVE
REMOVE WETWELL FOUL AIR
EXHAUST SYSTEM EQUIPMENT.
REMOVE ELECTRICAL CONDUITS
AND CONDUCTORS. INSTALL
PLATE ON ELECTRICAL FLOOR
OUTLET. CAP DUCTS AT BOTH THE
INTERIOR AND EXTERIOR WALL
18"
MIN
TRANSITION FROM BLACK STEEL
TO POLYETHYLENE TUBING
WITH PVC CASING SLEEVE
WALL PENETRATION
CORE 2" HOLE
TO SURGE TANK.
FOR CONTINUATION
SEE SHEET C-1
CA
REMOVE FOUL AIR EXHAUST.
CAP DUCT AT THE FLOOR
FINAL SUBMITTAL - FOR CONSTRUCTION
NOTES:
1. EXISTING SWING CHECK VALVES SHALL BE
REPLACED. SEE SPECIFICATION 15050.
2. CONTRACTOR TO DISREGARD CIRCLE CALLOUTS.
CONTRACTOR TO FIELD VERIFY LOCATION OF THE
SWING CHECK VALVES WITHIN THE PUMP STATION
BUILDING.
PUMP BUILDING PIPING PLAN
SCALE: 1/2"=1'-0"
ROY YU
EXISTING 8" SWING
CHECK VALVE,
SEE NOTE 1
EXISTING 8" SWING
CHECK VALVE,
SEE NOTE 1
EXISTING 8" SWING
CHECK VALVE,
SEE NOTE 1
DISTR
MANUFACTURER
MOTOR CONTROL CENTER
MANHOLE
MOTOR OPERATED VALVE
MISCELLANEOUS
NORMALLY CLOSED
MOTOR STARTER
MOUNTING
MOUNTED
MANUFACTURER'S ASSOC.
NOT IN CONTRACT
NOT TO SCALE
NATIONAL ELECTRICAL
P2.
MOTOR CIRCUIT PROTECTOR
NORMALLY OPEN, NUMBER
MANUAL TRANSFER SWITCH
NATIONAL ELECTRICAL CODE
PLAN NOTES:
P1.
ELAPSED TIME METERETM
FIRE ALARM CONTROL PANEL
GENERAL NOTES:
G1.
FACP
FDR FEEDER
G3.
G2.
NTS
NIC
NO
DISTRIBUTION PANEL
DOUBLE POLE, DOUBLE THROW
DOUBLE POLE, SINGLE THROW
ELECTRICAL HANDHOLE
ELECTRIC, ELECTRICAL
EHH
EQ
EQPT
EFFL
ENCL
EMERG
ELEM
ELEC
EL, ELEV
EFFLUENT
ENCLOSURE
EQUIPMENT
EQUAL
ELEVATION
ELEMENTARY
EMERGENCY
EA
EF
DWG
(E)
DP
DPDT
DPST
DN
DRAWING
EXISTING
EXHAUST FAN
EACH
DISTRIBUTION
DOWN
NC
NEMA
NEUT
NEC
NEUTRAL
MTS
(N)
MTD
MTG
NEW
MH
MOV
MS
MIN
MISC
MINIMUM
MFR
MCP
MAX
MCC
MAXIMUM
P3.
WATERTIGHT
TRANSFORMER
WATER TREATMENT PLANT
G6.
G5.
G4.
XFMR
WT
WTP
TEMPERATURE
TELEPHONE
UNDERGROUND
UNIT HEATER
ULTRA VIOLET
TYPICAL
VOLT-AMPERES
VAR-HOUR
WIRE, WATTS
VERTICAL
VOLTS
TWISTED SHIELDED PAIR
WATTHOUR METER
VOLT AMPERES REACTIVE
VOLTMETER SWITCH
VARIABLE FREQUENCY DRIVE (AC)
WEATHER RESISTANT
WATTHOUR DEMAND METER
VS
WHDM
WR
W
WHM
VERT
VH
VAR
VFD
UG
UV
VA
V
UH
TEMP
TSP
TYP
TEL
FA
T
FLUORESCENT
FEET, FOOT
FREQUENCY
GALVANIZED
FORWARD
GENERATOR
HYDROGEN PEROXIDE
HAND-OFF-REMOTE
HORSEPOWER
HORIZONTAL
HANDHOLE
HAND-OFF-AUTOMATIC
HIGH VOLTAGE
INPUT/OUTPUT
INCANDESCENT
INDICATING LIGHT
HIGH PRESSURE SODIUM
KILOVOLTS
KILOAMPERES
KILOVOLT AMPERES
LIGHTING PANEL
KILOWATT HOURS
LOW PRESSURE SODIUM
KILOWATTS
JUNCTION BOX
GALVANIZED RIGID STEEL
ABBREVIATIONS
KILOVOLT AMPERES REACTIVE
THOUSANDS OF CIRCULAR MILS
INSTRUMENT, INSTRUMENTATION
HERTZ (CYCLES PER SECOND)
FULL VOLTAGE, NON REVERSING
HUMAN MACHINE INTERFACE
GROUND FAULT INTERRUPTER
FULL VOLTAGE, REVERSING
LOCAL CONTROL PANEL
MILLIAMPERES
COMMUNICATION HANDHOLE
COMMUNICATION MANHOLE
CONTROL POWER TRANSFORMER
CONTINUED, CONTINUATION
CURRENT TRANSFORMER
CWP
DISC
DIAG
DIA
DC
CS
CT
CR
CP
COLD WATER PIPE
DIAGRAM
DIRECT CURRENT
DISCONNECT
DIAMETER
CONTROL SWITCH
CONTROL RELAY
CONTROL PANEL
CO
CPT
CONT
COMM
COND
CMH
CKT
CHH
CL
CONDUIT ONLY
CONDUCTOR
COMMUNICATION
CHLORINE
CIRCUIT
LPS
LT(S)
(M)
mA
LTG
LIGHT(S)
MODIFIED
LIGHTING
LP
LCP
KWH
KW
KV
KVARH
KVAR
KVA
HOURS
KCMIL
KA
I/O
JB
AUTO/MANUAL CONTROLLER
CIRCUIT BREAKER AUX. CONTACT,
AMERICAN WIRE GAGE
CLOSED WHEN BREAKER IS OPEN
AUTOMATIC TRANSFER SWITCH
CONDUIT, CONTACTOR
CONTROL CABLE, CLOSING COIL
BARE COPPER WIRE
C
CC
CB
CAB
CAP
BLDG
BCW
b
CABINET
CIRCUIT BREAKER
CAPACITOR
BUILDING
AT
AWG
AUX
AUTO
ATS
APPROX
AS
A/M
ANN
AMMETER TRIP
AUTOMATIC
AUXILIARY
APPROXIMATE
ANNUNCIATOR
AMMETER SWITCH
HV
IND LT
INCAND
INSTR
HZ
HTR
HPS
HORIZ
HP
HEATER
H O
HMI
HOR
HOA
2 2
HH
GND
GRS
GEN
GFI
GROUND
CIRCUIT BREAKER AUX. CONTACT,
AMMETER, AMPERES
ALTERNATING CURRENT
ANALOG TO DIGITAL
CLOSED WHEN BREAKER IS CLOSED
AMPERES INTERRUPTING CAPACITY
ABOVE FINISHED FLOOR
AIC
ALT
AL
AFF
ADJ
AF
A/D
AC
ALUMINUM
ALTERNATOR
ADJUSTABLE
AMPERE FRAME
a
A
FVNR
FWD
GALV
GA
FVR
GAUGE
(F)
FU
FREQ
FT
FUSE
FUTURE
FLUOR
PLC PROGRAMMABLE LOGIC
3/4"C-3#12
RECTIFIER
SMOKE DETECTOR
SECTION
SUPPLY FAN
SHEET
SPECIFICATIONS
SIGNAL
SWITCH
SYNCHRONIZING
SWITCHGEAR
SWITCHBOARD
SURGE PROTECTIVE DEVICE
SECONDS, SECONDARY
SINGLE POLE, DOUBLE THROW
TERMINAL BLOCK
STAINLESS STEEL, SOLID STATE
SIGNAL HANDHOLE
TELEPHONE CABINET
SWBD
SWGR
SYNC
TB
TC
SPDT
SPD
SW
SS
SF
SPECS
SIG
SHH
SHT
SECT
SEC
SD
PANEL
CONTROLLER
PANELBOARD
RELOCATE
RELOCATED
RECEPTACLE
POWER
ROOM
REQUIRED
RESET TIMER
PRESSURE SWITCH
SILICON CONTROLLED
REVOLUTIONS PER MINUTE
POLYVINYL CHLORIDE
REPEAT CYCLE TIMER
POUNDS PER SQUARE INCH
PRIMARY
RT
SCR
RM
RPM
RCPT
(RLD)
REQD
RCT
PS
PWR
(RL)
PVC
PSI
PNLBD
PRI
PNL
PHOTOELECTRIC
PHASE
POWER FACTOR
PHOTOELECTRIC CELL
PULLBOX, PUSHBUTTON
POWER FACTOR RELAY
POSITIVE DISPLACEMENT
PH
PF
PFR
PE
PEC
PB
PD
PLAN SYMBOLS
OH
ELEMENTARY DIAGRAM SYMBOLS
TRANSIENT VOLTAGETVSS
SURGE SUPPRESSOR
FINISHED FLOORFF
FLEX FLEXIBLE OVERHEAD
OVER TEMPERATURE
THERMAL OVERLOAD RELAY
OH
OL
OT
DELAYED
ELEMENTARY DIAGRAMS
NAMEPLATE INSCRIPTIONS.
NUMBERS AND LETTERS IDENTIFY DEVICE.
DEVICE. ANY ADDITIONAL NAMEPLATES ARE
LIGHT, SELECTOR SWITCH, ETC. INDICATE THE
"NORMAL" STATUS OF SWITCHES OR CONTACTS IS
LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR
INDICATED ON ELEVATIONS WITH THE REQUIRED
UNDERLINED WORDS SHOWN AT A PUSHBUTTON,
E3
E2
THE SHELF POSITION.
E1
CLOSED
*
**
OPEN TO
CLOSE ON REACHING LIMIT
CLOSE ON LEAVING LIMIT
TIMED CONTACTS
CLOSED
DELAYED
LIMIT SWITCHES
NORMALSYMBOL
CLOSED
OPEN
OPEN
CLOSED TO
DELAYED
DELAYED
OPEN
SENSING SWITCHES
RISING
CLOSE ON
FALLING
TEMPERATURE
PRESSURE
LEVEL
SENSED VARIABLE
FLOW
ON THE OTHER DIAGRAM
IF OMITTED, THEN THE SPEC.
NORMALLY CLOSED CONTACT
SPARE CONTACTS APPLY.
REQUIREMENTS REGARDING
SPARE CONTACTS ON RELAY.
ON THIS DIAGRAM
CROSS REFERENCE TO
NORMALLY OPEN CONTACT
ANOTHER DIAGRAM
SINGLE LINE SYMBOLS
*
EMH EHH SHH
FIBER OPTICFO
**
S
ELEV
CTK #
AMP/FRAME
X "
MEASURE OF ACIDITY OR ALKALINITYpH
MAIN LUG ONLYMLO
MCB MAIN CIRCUIT BREAKER
KILOVOLT AMPERES REACTIVE
LOCAL-OFF-REMOTELOR
ASD ADJUSTABLE SPEED DRIVE (DC)
FINAL SUBMITTAL - FOR CONSTRUCTION
0 1"=10'
10 20
FINAL SUBMITTAL - FOR CONSTRUCTION
ELECTRICAL BUILDING
GENERATOR BUILDING
ODOR CONTROL SYSTEM
(N) 4 FT DIAMETER
SURGE TANK
(E) MOTOR CONTROL CENTER (MCC)
(E) MAIN CONTROL PANEL (MCP)
(N) PIT-103
(N) LIT-102
(N) SURGE TANK
CONTROL PANEL
(N) AIR COMPRESSOR
CONTROL PANEL
MFR
CABLES
FINAL SUBMITTAL - FOR CONSTRUCTION
SINGLE LINE DIAGRAM
MCC ELEVATION
SHEET NOTES:
1 1
FINAL SUBMITTAL - FOR CONSTRUCTION
CONDUIT AND WIRE SCHEDULE
NUMBER FROM TO SIZE (") POWER CONTROL SIGNAL COMMENTS
P-100 (E) MCC AIR COMPRESSOR CONTROL PANEL 1"C 3-#12, 1-#12GND P-100A AIR COMPRESSOR CONTROL PANEL AIR COMPRESSOR 3/4"C 3-#12, 1-#12GND P-101 (E) PB-1 SURGE TANK CONTROL PANEL 1"C 2-#12, 1-#14GND C-100 AIR COMPRESSOR CONTROL PANEL PSHL-100 3/4"C 2-#14, 1-#14GND C-101 AIR COMPRESSOR CONTROL PANEL (E) MCP 1"C 2-#14, 1-#14GND C-102 SURGE TANK CONTROL PANEL JUNCTION BOX 1"C 4-#14, 1-#14GND C-102A JUNCTION BOX SV-XXX 3/4"C 2-#14, 1-#14GND
C-102B JUNCTION BOX SV-XXX 3/4"C 2-#14, 1-#14GND
C-103 SURGE TANK CONTROL PANEL (E) MCP 1"C 2-#14, 1-#14GND S-100 SURGE TANK CONTROL PANEL JUNCTION BOX 1"C 2-2/C-#16TSP S-100A JUNCTION BOX LIT-102 3/4"C 2/C-#16TSP
S-100B JUNCTION BOX PIT-103 3/4"C 2/C-#16TSP
S-101 SURGE TANK CONTROL PANEL (E) MCP 1"c 2-2/C-#16TSP
*
HEAT TRACE
LINES
CONNECTED
NOT
CONNECTED
MAIN PROCESS
MECHANICAL
OR
SECONDARY PROCESS
SLUICE GATE OR SLIDE GATE
FH -
T -
TYPICAL CONNECTION
VALVE OPERATORS
MOTOR
PRESSURE BALANCED
DIAPHRAGM
AV -
DIAPHRAGM
WATER LINE
AIR VALVE
FILTER
FLEXIBLE COUPLING
* F -
CYLINDER OPERATOR
SOLENOID VALVE
SOLENOID
EXPANSION JOINT
DRAIN
PURGE
THERMOMETER WELL
FIRE HYDRANT
TRAP
VALVES
WELDED CAP
DIAPHRAGM SEAL
EQUIPMENT
FLANGED COUPLING ADAPTER
REDUCER
BLIND FLANGE
Y STRAINER
SCREWED CAP
TEE
FLANGE
UNION
GRAVITY FLOW
VERTICAL TURBINE PUMP
MIXER
SUBMERSIBLE PUMP
BLOWER
PUMP
METERING PUMP
PUMP PROGRESSIVE CAVITY
ROTARY PUMP
PERISTALTIC PUMP
AIR RELIEF VALVE
LEVEL PROBE
AIR RELEASE
CHEMICAL DIFFUSER
STATIC MIXER
HB
CALIBRATION CYLINDER
PULSATION DAMPER
EDUCTOR/INJECTOR
DENOTES SUPPLIED BY MFR
*
NOTES:
HOSE BIBB CONNECTION
RUPTURE DISK, VACUUM
RUPTURE DISK, PRESSURE
MISCELLANEOUS
FLOW STRAIGHTENING VANE
EQUIPMENT ENCLOSURE
TURBINE PUMP
BALL VALVE CLOSED
DIAPHRAGM
INSTRUMENT CONNECTION
VENT
SILENCER
SNUBBER
SONIC SENSOR
MISCELLANEOUS
DISCONNECT'
55 GAL DRUM
FOOT VALVE
SPRAY NOZZLE
FLAME ARRESTOR
BELT CONVEYOR
HORIZONTAL SCREW CONVEYOR
STEEL TANK
FLAT TOP TANK
EQUIPMENT
REFERENCE SHEET/GRID NUMBERSH (#)
EQUIP
ID
SYSTEM
TO/FROM IDENTIFIER
SYSTEM DESCRIPTOR
BUBBLER
INJECTION MIXER
PLASTIC TANK
OPEN TOP TANK
ROTAMETER WITH INTEGRAL VALVE
FLOW PRIMARY ELEMENTS
THERMAL MASS FLOWMETER
POSITIVE DISPLACEMENT TYPE
PRIMARY ELEMENT
TURBINE OR PROPELLER-TYPE
ROTAMETER
WEIR
FLUME
AVERAGING PITOT TUBE
VENTURI TUBE
SINGLE PORT PITOT
TUBE OR PITOT-VENTURI TUBE
ORIFICE PLATE
SONIC FLOWMETER
MAGNETIC FLOWMETER
FLOW TOTALIZING INDICATOR
TARGET TYPE SENSOR
FLOW NOZZLE
VORTEX SENSOR
BW24"
PIPE SIZE IN INCHES
PIPE SYSTEM
SHADING INDICATES PORT TO BE CLOSED DURING
NORMAL OPERATION. DOT INDICATES PORT TO BE
CLOSED DURING ALTERNATE OPERATION.
PINCH VALVE
DIAPHRAGM VALVE
BUTTERFLY VALVE
PLUG VALVE
GLOBE VALVE
CHECK VALVE
GATE VALVE
PRESSURE REDUCING REGULATING VALVE,
LO = LOCKED OPEN
LC = LOCKED CLOSED
EXTERNAL PRESSURE TAP
PRESSURE RELIEF VALVE
CLOSED DURING NORMAL OPERATION
FC = FAIL CLOSED
FO = FAIL OPEN
4-WAY VALVE
ANGLE VALVE
3-WAY VALVE
* *
BACK PRESSURE REGULATING VALVE,
SELF-CONTAINED
BALL VALVE
NEEDLE VALVE
PLUG (COCK)
SELF-CONTAINED
PRESSURE REDUCING REGULATOR WITH
DUCKBILL CHECK VALVE
BALL CHECK VALVE
RADIATION OR SONIC SENSING
DIRECT CONNECTION TO PROCESS
TEMPERATURE ELEMENT WITH WELL
IN-LINE DEVICE
++ FILLED SYSTEM, DIAPHRAGM
SEAL CONNECTION
VERTICAL TURBINE PUMP HEAD
VERTICAL TURBINE PUMP T-HEAD
VERTICAL TURBINE PUMP CAN
VERTICAL TURBINE PUMP INTAKE
EQUIPMENT CONTINUED
INCLIINED SCREW CONVEYOR
FLEXIBLE TANK CONNECTION
BRAIDED METAL HOSE
METAL BELLOWS
CHEMICAL PIPING FLEXIBLE CONNECTION/
FLEXIBLE HOSE
SUBMERSIBLE PUMP
GATE - NORMALLY CLOSED
GATE - NORMALLY OPEN
DU DRIVE UNIT
TOP
MIDDLE
BOTTOM
THREE DIGIT SYSTEM SERVICE CODE
THREE DIGIT EQUIPMENT CODE
THREE DIGIT PLANT ZONE NUMBER
THREE DIGIT ITEM NUMBER
EQUIPMENT TAG
(SEE EQUIPMENT ASSET
TAGGING STANDARD)
RECIPROCATING COMPRESSOR
CENTRIFUGAL COMPRESSOR
FINAL SUBMITTAL - FOR CONSTRUCTION
EQUIPMENT
REFERENCE SHEET/GRID NUMBER
MISCELLANEOUS
SQUARE ROOT
D -
HYDRAULIC
O -
H -
NONLINEAR OR
BIAS
LOW SELECTING
HIGH SELECTING
SUMMING
DIFFERENCE
Z AXIS (11c), SAFETY
INTEGRAL
EXPONENTIAL
PRESENCE (2)(9)
POSITION, DIMENSION (2)Z
(DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED)
DISCRETE INPUT
DISCRETE OUTPUT
120 VAC ELECTRICAL SERVICE
INSTRUMENT AIR SUPPLY (NOTE 4)
INSTRUMENT SERVICES
PLC INPUT/OUTPUT
ANALOG INPUT
ANALOG OUTPUT
UNCLASSIFIED FINAL
ALARM
DAMPER
USER'S CHOICE (5)
INDICATE (17)
LIGHT (19)
USER'S CHOICE (5)
GLASS, VIEWING DEVICE (16)
ORIFICE, RESTRICTION
SENSOR (PRIMARY ELEMENT)
SWITCH (23b)
RECORD (20)
WELL, PROBE
UNCLASSIFIED (8)
MULTIFUNCTION (21)
POINT (TEST) CONNECTION
MODIFIERFUNCTION
OUTPUT
SUCCEEDING LETTERS (15)
USER'S CHOICE (5)
PASSIVE FUNCTION
READOUT OR
USER'S CHOICE (5)
J-4 FUNCTION BLOCK DESIGNATORS
ROOT EXTRACTION
UNSPECIFIED FUNCTION
I -
P -
E -
A -
B -
*
PNEUMATIC
ANALOG
BINARY
VOLTAGE
CURRENT
DIVIDING
MULTIPLYING
DERIVATIVE
CONVERT:
RESISTANCE (ELECT)
ELECTROMAGNETIC, SONIC
R -
DIGITAL
OPEN-CLOSE-AUTO
HAND-OFF-REMOTE
FORWARD-REVERSEJ-6 HANDSWITCH DESIGNATORS
1-0
F-R
HOA
HOR
ON-OFF
HAND-OFF-AUTO
OCA
LR
OC OPEN-CLOSE
LOCAL-REMOTE
CONVERT
DRIVER, ACTUATOR,
CONTROL ELEMENT
INSTRUMENT SYMBOL IDENTIFIERS
USER'S CHOICE (3a)(5)
MULTI VARIABLE (2)(6)
WEIGHT, FORCE (2)
UNCLASSIFIED (8)
EVENT, STATE,
VIBRATION, MECHANICAL
ANALYSIS (2)(4)(7)
X
Y
W
V
U
USER'S CHOICE (5)
RADIATION (2)
TEMPERATURE (2)
QUANTITY (2)
SPEED, FREQUENCY (2)
PRESSURE, VACUUM (2)
S
T
R
O
Q
P
X AXIS (11c)
Y AXIS (11c)
INTEGRATE, TOTALIZE
SAFETY (14)
CURRENT (ELECTRICAL)(2)
LEVEL (2)
USER'S CHOICE (5)
MOISTURE
POWER (2)
TIME, TIME SCHEDULE (2)
L
N
M
K
J
I
DENSITY
HAND (2)
VOLTAGE (2)
FLOW, FLOW RATE (2)
USER'S CHOICE
F
H
G
D
C
E
TIME RATE OF CHANGE
MOMENTARY
SCAN (18)
DIFFERENTIAL
RATIO (FRACTION) (2b)
FIRST LETTER (1)
ANALYSIS (2)(3)(4)
BURNER, COMBUSTION (2)
INITIATING VARIABLE
A
B
MEASURED OR
MODIFIER
MIDDLE, INTERMEDIATE
OR LOUVER (23c)(23e)
UNCLASSIFIED (8)
VALVE, DAMPER,
RELAY, COMPUTE,
TRANSMIT
MULTIFUNCTION (21)
UNCLASSIFIED (8)
MULTIFUNCTION (21)
OPEN (27a)
CONTROL STATION (24)
USER'S CHOICE (5)
CONTROL (23a)(23e)
LOW (27b)(28)(29)
USER'S CHOICE (5)
CLOSED (27b)
HIGH (27A)(28A)(29)
A/M AUTO-MANUAL
X X
C10
C C
CN CN
DN DN
F10
F F
H H
L L
MB MB
// //
PBD PBD
PBA PBA
S S
W W
INSTRUMENT OR
CONNECTION TO PROCESS
ELECTROMAGNETIC OR
SONIC SIGNAL (GUIDED)
ELECTROMAGNETIC OR
SONIC SIGNAL (UN-GUIDED)
INTERNAL SYSTEM LINK
(SOFTWARE OR DATA LINK)
PNEUMATIC SIGNAL
ELECTRIC ANALOG SIGNAL
HYDRAULIC SIGNAL
CAPILLARY TUBE
COPPER ETHERNET
FIBER OPTIC ETHERNET
WIRELESS ETHERNET
PROFIBUS DP
PROFIBUS PA
DEVICENET
INSTRUMENT LINE SYMBOLS
FIBER DEVICE LEVEL RING
COPPER DEVICE LEVEL RING
HART
MODBUS
SERIAL
CONTROL NET
HARDWIRED INTERLOCK
ELECTRIC SIGNAL LINE ARROW
D: MEASUREMENT (REFER TO ANSI/ISA-5.1-2009; TABLE 5.2.2) B: LOOP NUMBER, MINIMUM OF FOUR CHARACTERS (####)
A: ISA IDENTIFICATION LETTERS (SEE TABLE OR REFER TO ANSI/ISA-5.1-2009; TABLE 4.1) E & F: PROCESS CONTROL DESCRIPTORS
C: USER DESCRIPTOR
ACCESSORY DEVICES (22)
(12c)(13)
INTEGRATE, TOTALIZE
RUN
STOP
INSTRUMENTED
SYSTEM (30)
EQUIP
ID
SH (#)
SYSTEM
TO/FROM IDENTIFIER
SYSTEM DESCRIPTOR
ELECTRIC DISCRETE SIGNAL \\\
PILOT LIGHT
CONNECTED NOT
CONNECTED
ELECTRICAL
LINE BREAK OR GAP
C
D
C
D
LOCATED IN FIELD
VISIBLE AT LOCATION
OPERATOR ACCESSIBLE
DISCRETE
1 COMPUTER
SYSTEMS
SHARED DISPLAY
ALTERNATE CHOICE
SHARED DISPLAY
PRIMARY CHOICE
A
B
C
D
LOCATED ON MAIN PANEL
VISIBLE ON PANEL FRONT
OPERATOR ACCESSIBLE
LOCATED IN MAIN PANEL
CABINET
NOT VISIBLE ON PANEL FRONT
NOT OPERATOR ACCESSIBLE
234 5LOCATED ON SECONDARY
PANEL
VISIBLE ON PANEL FRONT
OPERATOR ACCESSIBLE
LOCATED IN SECONDARY
PANEL CABINET
NOT VISIBLE ON PANEL FRONT
NOT OPERATOR ACCESSIBLE
C
D
INSTRUMENTATION DEVICE & FUNCTION SYMBOLS
FINAL SUBMITTAL - FOR CONSTRUCTION
FROM POINTSETTIA
LIFT STATION
DISCHARGE
12" DIP
8"x12"
12"x8"
12" DIP
10" HDPE
TO RANCHO
CARILLO OFF
SITE SEWER
POINSETTIA
LIFT STATION
DISCHARGE
BYPASS
1/2" CA
MUFFLER
AIR COMPRESSOR
CONTROL PANEL
SURGE TANK
CONTROL PANEL
TO MANUFACTURER'S
CONTROL PANEL IN
GENERATOR BUILDING
12" FM
1/2" CA
565 GALLON
SURGE
TANK
AIR
RECEIVER
TANK
VENDOR PACKAGE
FINAL SUBMITTAL - FOR CONSTRUCTION
Appendix B
Poinsettia Lane Geotechnical Report
Geotechnical Evaluation with Groundwater Sampling
Poinsettia Lane Sewer Replacement
Project
Carlsbad, California
City of Carlsbad
5950 El Camino Real | Carlsbad, California 92008
September 24, 2025 | Projec t No. 110120001
G Geotechnical | Environmental | Construction Inspection & Testing | Forensic Engineering & Expert Witness Geophysics
| Engineering Geology | Laboratory Tes ting | Industrial Hygiene | Occupational Safety | Air Quality | GIS Christina A. Tretinjak, PG, CEG
Senior Project Geologist
Jeffrey T. Kent, PE, GE
Principal Engineer
Geotechnical Evaluation with Groundwater Sampling
Poinsettia Lane Sewer Replacement Project
Carlsbad, California
Mr. Daniel Zi mny, PE, QSD
City o f Carlsbad
5950 El C
amino Real | Carlsbad, California 92008
September 24, 2025 | Project No. 110120001
NINYO & MOORE, A SOCOTEC COMPANY
5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 | www.ninyoandmoore.com MLM/NDD/CAT/JTK/mp
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 i
CONTENTS
1 INTRODUCTION 1
2 SCOPE OF SERVICES 1
3 SITE AND PROJECT DESCRIPTION 2
4 SUBSURFACE EXPLORATION 2
5 GEOTECHNICAL LABORATORY TESTING 3
6 GROUNDWATER SAMPLING 3
7 GROUNDWATER ANALYTICAL RESULT S 4
7.1 Total Recoverable Metals 4
7.2 Total Toxic Organics (TTO) 5
7.3 Oil and Grease 6
7.4 Biochemical Oxygen Demand 6
7.5 Total Suspended Solids 7
7.6 Total Dissolved Solids 7
7.7 Temperature and pH 7
8 GEOLOGIC AND SUBSURFACE CONDITIONS 8
8.1 Site Geology 8
8.1.1 Fill 8
8.1.2 Alluvium 8
8.2 Groundwater 8
8.3 Faulting and Seismicity 9
8.3.1 Surface Ground Rupture 9
8.3.2 Strong Ground Motion 9
8.3.3 Tsunamis 10
8.3.4 Landsliding 10
9 CONCLUSIONS 11
10 RECOMMENDATIONS 11
10.1 Earthwork 12
10.1.1 Site Preparation 12
10.1.2 Excavation Characteristics 12
10.1.3 Temporary Excavations and Shoring 12
10.1.4 Construction Dewatering 14
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 202 5 ii
10.1.5 Excavation Bottom Stability 14
10.1.6 Pipe Bedding and Modulus of Soil Reaction ( E’) 14
10.1.7 Pipe Zone Backfill 15
10.1.8 Trench Zone Backfill 15
10.1.9 Thrust Blocks 16
10.1.10 Drainage 16
10.2 Seismic Design Parameters 17
10.3 Underground Structures 17
10.4 Soil Corrosivity 17
10.5 Concrete Placement 18
10.6 Pre- Construction Conference 18
10.7 Plan Review and Construction Observation 18
11 LIMITATIONS 19
12 REFERENCES 20
TABLES
1 – Groundwater Analytical Results - Total Recoverable Metals 4 2 – Groundwater Analytical Results - Total Toxic Organics (TTO) 6 3 – Groundwater Analytical Results - Oil and Grease, BOD, TSS, TDS, pH and Temperature 7 4 – 2022 California Building Code Seismic Design Criteria 17
FIGURES
1 – Alignment Location
2 – Boring Locations
3 – Geology
4 – Fault Locations
5 – Lateral
Earth Pressures for Braced Excavation Below Groundwater 6 – Lateral Earth Pressures
for Temporary Cantilevered Shoring Below Groundwater
7 – Thrust Blo
ck Lateral Earth Pressure Diagram
8 – Lateral Earth Pressures for Underground Structures
9 – Uplift Resistance Diagram for Underground Structures
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 iii
APPENDICES
A – Boring Logs
B – Geotechnical Laboratory Testing
C – Groundwater Sampling Field Data Sheet
D – EWA Local Discharge Limits and TTO List
E – Laboratory Analytical Reports
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 1 1 INTRODUCTION
In accordance with your aut horization, we have perf ormed a geotechnical evaluation with groundwater sampling for the Poinsettia Lane Sewer Replacement Project in Carlsbad , California (Figure 1). The purpose of this evaluation was to explore the subsurface conditions along the utility alignment and to provi de geotechnical recommen dations for the design and construction of the project. Our scope of work also includes ongoing monitoring of the groundwater depth along the alignment. This report presents the results of our field explorati on, geotechnical laboratory t esting, analytical lab oratory testing, and preliminary groundwater monitoring results, as well as our conclusions regarding the geotechnical conditions at the site and our recommendations for the design and construction of this project. 2 SCOPE OF SERVICES
The scope of services for this evaluation included the following:
• Reviewing background information, including geologic and fault maps, topographic maps, groundwater data, and available published and in-house geotechnical literature pertaining to the project area.
• Performing a site reconnaissance to observe the existing site conditions and to mark our boring locations for utility clearance by Underground Service Alert (USA). • Preparing a Site -Specific Health and Safety Plan including recommended levels of personnel protect ive equ ipment based on field screening levels and other general health and safety considerations for field personnel.
• Preparing a traffic control plan and obtaining a traffic control permit for areas where exploratory borings were performed . Traffic control was implemented during the performance of our fieldwork.
• Obtaining Right -of-Way and traffic control permits from the City of Carlsbad for the well installation.
• Obtaining a monitoring well installation permit from the County of San Diego Department of Environmental Health and Quality (DEHQ) prior to the performance of our subsurface exploration.
• Performing a subsurface exploration consisting of the drilling, sampling, and logging of two small-diameter borings using a truck mounted drill rig to depths up to approximately
31.5 feet. Bulk and in -place samples were obtained at selected intervals from the borings.
The soil samples were transported to our in-house geotechnical laboratory for testing. • Converting the borings into groundwater monitoring wells to monitor groundwater levels, perform slug tes ting, and perform groundwater sampling and analytical testing. The groundwater monitoring wells were constructed with a traffic rated well cover and 2- inch diameter Schedule 40 PVC well casing in each boring.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 2 • Conducting a groundwater depth survey by installing a water level data logger within the well to record depth measurements.
• Performing hydrogeologic head displacement (slug) tests on the monitoring well s to estimate the aquifer characteristics.
• Groundwater sampling at the monitoring wells installed for this project and collecting field measurements of temperature, electrical conductivity, turbidity, dissolved oxygen, specific conductance/oxidation reduction potential, and pH prior to sam pling at each well; and collecting one groundwater sample.
• Submitting the groundwater samples for analytical testing to a California- accredited analytical testing laboratory. The samples w ere analyzed for each of the constituents li sted in the Encina Wast ewater Authority’s ( EWA) Permit Guidance Manual for a s pecial discharge permit application as well as Total Dissolved Solids (TDS). • Performing geotechnical laboratory testing on representative samples to evaluate their pertinent soil characteristics.
• Compiling and performing an engineering analysis of the information obtained from our background review, subsurface exploration, and laboratory testing. • Preparing this report presenting our findings, conclusions, and recommendations rega rding the geotechnical aspects of the design and construction of the project. 3 SITE AND PROJECT DESCRIPTION
The proposed pipeline alignment is located along Poinsettia Lane near its intersections with El Fuerte Street and Alicante Road in Carlsbad, Californ ia (Figures 1 and 2). Surface topography along the project alignment ranges from approximately 111 feet above mean sea level (MSL) at the west end of the alignment to approximately 168 feet above MSL at the east end of the alignment. The global site coordinates within the central portion of the project alignment is approximately 33.1166°N Latitude and -117.2545°W Longitude
Based on the provided information, the existing sewer will be replaced along Poinsettia Lane near its intersections with El Fuerte Street and Alicante Road. We understand that possible construction methods for the new pipeline will be conventional, open trench techniques. 4 SUBSURFACE EXPLORATION
Our subsurface exploration was performed on August 4 and 5, 2025 and consisted of the drilling, logging, and sampling of two small-diameter borings (B-1 and B-2). Prior to commencing the subsurface exploration, USA was notified to markout the existing utilities. The purpose of the borings was to evaluate subsurface conditions and t o collect samples for geotechnical laboratory testing.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 3 The borings were drilled to depths up to approximately 31.5 feet using a truck mounted drill rig equipped with 8-inch diameter hollow- stem augers. The borings were logged and sampled by Ninyo & Moore personnel. Representative bulk and relatively undisturbed soil sa mples were obtained at selected depths within the borings and were then transported to our in -house geotechnical laboratory for analysis. Driven samples were collected at varying depths using the modified split -barrel drive samplers i n general ac cordance w ith ASTM D 3550. The samplers were driven into the ground with a 140- pound hammer free -falling from a height of 30 inches .
The blow counts were recorded for eve ry 6 inches of penetration and are present ed on th e boring logs in Appendix A. For compari son, the blow counts for the modified split -barrel drive sampler should be corrected to equivalent SPT values using 60 percent for samplers driven into granular soils and 80 percent for samplers driven into c layey so ils. The boring locations are presented on Figure 2.
Following drilling, the two borings were converted into groundwater monitoring wells MW-1 and MW-2 (Figure 2) to monitor groundwater levels, perform slug testing, and perform groundwa ter sampling and analytical testing. The gro undwater monitorin g we lls were constructed with a traffic rated well cover and 2- inch diameter Schedule 40 PVC well casing in each boring (See Figures A-5 and A-6).
5 GEOTECHNICAL LABORATORY TESTING
Geotechnical laboratory tes ting of representative soil s amples collected from ou r subsurface exploration included tests to evaluate in-situ dry density and moisture content, sieve (gradation) analysis, shear strength, and soil corrosivity. The results of the in- situ dry density and moisture content tests are pr esented at the corresponding depths on the boring logs presented in Appendix A. The results of the other laboratory tests and a description of the test methods used are presented in Appendix B.
6 GROUNDWATER SAMPLING
Groundwater samples were collected fr om groundwater monitoring wells MW -1 and MW -2 (Figure 2) and analyzed for requirements to obtain a Special Use Discharge Permit from the Encina Wastewater Authority (EWA). As part of the sewer pipeline replacement project, groundwater w ill need to be pumped f rom the site and dis charged into the sewer under the purview of the EWA.
On August 12, 2025 Ninyo & Moore collected groundwater samples from monitoring wells MW-1 and MW-2 (Figure 2) by low-flow sampling methodology. After gauging groundwater elevations,
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 4 the monitoring wells were purged using low-flow, minim al drawdown procedures. A bladder pump fitted with dedicated Teflon- lined tubing was slowly lowered to the desired depth, at approximately the middle of the screen interval, and the well was allowed to equilibrate for a minimum of one hour prior to purging. The monitoring wells were purged at rates to achieve minimal drawdown. The purged water was monitored at three- to five -minute intervals for temperature, pH, specific conductance, dissolved oxygen (DO ), oxidation-reduction potential (ORP), and turbidity, using an in-line flow cell.
When water quality parameters stabilized, laboratory-supplied sample containers were immediately filled from the dedicated discharge line without disturbing the pump or flow r ate.
Sampling data was documented on monitoring well summary forms, which include the sampler’s name, monitoring well identification, stabilization parameters, purge rate, and date and time the sample was collected. These summary forms are included in Appendix C. 7 GROUNDWATER ANALYTICAL RESULTS
The collected groundwater samples were submitted to a California-accredited analytical testing laboratory. Groundwater samples were analyzed based on Local Discharge Limits for users in the Encina Water Authority Pollution Control Fa cility’s service area (EWAPCF) (Appendix D).
Groundwater analytical results were compared to the EWAPCF’ s daily maximum limits and included in the attached Tables 1 through 3. Total Recoverable Metals are listed in Table 1, Total toxic organics are listed in Table 2, and all other constituents are listed in Table 3. Analytical results are provided in Appendix E and summarized below.
7.1 Total Recov erable Metals
Total recoverable metals were analyzed by United States Environmental Protection A gency (EPA) method 200.7. All total recoverable metal concentrations are below the EWA local discharge limits.
Table 1 – Groundwater Analytical Results - Total Recoverable Metals Sample ID MW-1 MW-2
EWA Local Discharge Limits
Date 8/12/2025 8/12/2025
Arsenic
(mg/L) ND<0.0189 ND<0.00946 1.5
Cadmium
(mg/L) ND<0.000800 ND<0.000400 0.77
Chromium
(mg/L) ND<0.00354 ND<0.00177 3.5
Copper
(mg/L) 0.0076 J 0.0077 J 11
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 5 Table 1 – Groundwater Analytical Results - Total Recoverable Metals Sample ID MW-1 MW-2
EWA Local Discharge Limits
Date 8/12/2025 8/12/2025
Lead
(mg/L) ND<0.00904 ND<0.00452 5.1
Mercury
(mg/L) ND<0.000124 ND<0.000124 0.27
Molybdenum
(mg/L) ND<0.00889 0.0083 J 4.1
Nickel
(mg/L) 0.033 J 0.0051 J 15
Selenium
(mg/L) ND<0.0174 0.0097 J 2.5
Silver
(mg/L) ND<0.0153 ND<0.00765 4.2
Zinc
(mg/L) 3.29 0.0124 J 29
Notes:
EWA - Encina Wastewater Authority
TTO - Total Toxic Organics. The summation of all quantifiable values greater than 0.01 milligrams per liter for the organics regulated by the EPA for a specific industrial category or by EWA.
VOCs - Volatile Organic Compounds analyzed by United States Environmental Protection (EPA) method 624.1 SVOCs - Semivolatile Organic Compounds by EPA method 625.1 PCBs - polychlorinated biphenyls by EPA method 608.3
OCPs - Organochlorine Pesticides by EPA method 608.3
2,3,7,8-TCDD - 2,3,7,8-tetrachlorodibenzo-p-dioxin by EPA method 1613B ND = not detected
ND< = not detected above the laboratory reporting limit µg/L = micrograms per liter
pg/L - picograms per liter
mg/L - milligrams per liter
J = concentration is an approximated value
7.2 Total Toxic Orga nics (TTO)
Groundwater samples were analyzed for the total toxic organics (TTO) list provided by EWA (Appendix B), including volatile organic compounds by EPA methods 624.1, semivolatile organic compounds by EPA method 625.1, organochlorine pesticides and polychlorinated biphenyls by EPA method 608.3, and tetra chlorinated dioxins & furans by EPA method 1613B.
According to EWA’s Pretreatment Ordinance, total toxic organics (TTO) is “the summation of all quantifiable values greater than 0.01 milligrams per liter (mg/L) for the organics regulated by the EPA for a specific industrial category or by EWA”. The only constituent analyzed with a concentration greater than 0.01 mg/L was di ethyl phthalate in MW -1 at a conc entration of
0.012 mg/L. Therefore, the TTO for MW -1 is 0.12 mg/L, below the EWA local discharge limit of
2.00 mg/L. All constituents analyzed in MW -2 were below 0.01 mg/L and therefore the TTO in MW-2 is 0.00 mg/L. The laboratory method detection limits (MDLs) for all analytes were below
0.01 mg/L indicating that analyt es not detected below the MDL are also below the TTO calculation threshold.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 6 Table 2 – Groundwater Analytical Results - Total Toxic Organics (TTO) Sample ID MW-1 MW-2 EWA Local
Discharge Limits Date 8/12/2025 8/12/2025
VOCs ND ND -
SVOCs
(µg/L)
1,2-Diphenylhydrazine 0.07 ND<0.023 -
Diethyl phthalate 12 ND<0.20 -
Di-n-butyl phthalate 0.7 ND<0. 68 -
PCBs
(µg/L) ND ND -
OCPs
(µg/L) ND ND -
2,3,7,8-TCDD
(pg/L) ND<0.067 0.59 J -
TTO
(mg/L) 0.012 0 2.00
Notes:
EWA - Encina Wastewater Authority
TTO - Total Toxic Organics. The summation of all quantifiable values greater than 0.01 milligrams per liter for the organics regulated by the EPA for a specific industrial category or by EWA.
VOCs - Volatile Organic Compounds analyzed by United States Environmental Protection (EPA) method 624.1 SVOCs - Semivolatile Organic Compounds by EPA method 625.1 PCBs - polychlorinated biphenyls by EPA method 608.3
OCPs - Organochlorine Pesticides by EPA method 608.3
2,3,7,8-TCDD - 2,3,7,8-tetrachlorodibenzo-p-dioxin by EPA method 1613B ND = not detected
ND< = not detected above the laboratory reporting limit µg/L = micrograms per liter
pg/L - picograms per liter
mg/L - milligrams per liter J = concentration is an approximated value
7.3 Oil and Gr ease
Oil and Grease was analyzed in accordance with EPA method 1664B. Concentrations were detected in MW -1 and MW -2 at concentrations of 1.53 mg/L and 0.86 mg/l, respectively. Both concentrations are below the EWA local discharge limit of 400 mg/L.
7.4 Biochemical Oxygen Demand
Biochemical Oxygen Demand (BOD) was analyzed in accordance with EPA method SM 5210B.
The EWA local discharge limit is 500 lbs/ day. BOD concentrations (mg/L) were c onverted to lbs/day assuming continuous discharge to the EWA sewer syste m over a 24- hour period at a flow rate of 5 gallons per minute at each well locatio n (Table 3). For monitoring well MW-1, the measured BOD concentration was 1.56 mg/L, corresponding to approximately 0.09 lbs/day. For MW-2, the BOD concentration was not det ected at or above the laboratory reporting limit of
1.0 mg/L. The report limit concentration of 1 mg/L was used in the conversion which equates to approximately 2.12 lbs/day. Note that the discharge flow rate required for groundwater drawdown required for the pipeline project are unknow at this time.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 202 5 7
7.5 Total Suspended Solids
Total Suspended Solids (TSS) w as analyzed in accordance with EPA Method SM 2540D. The EWA local discharge limit is 500 lbs/day. TSS concentrations (mg/L) were converted to lbs/day assuming continuous discharge to the EWA sewer system over a 24 -hour period at a flow r ate of 5 gallons per minute at each well location (Table 3). For monitoring well MW-1, the measured TSS concentration was 100 mg/L, corresponding to approximately 6 lbs/day. For MW -2, the TSS concentration was 35.3 mg/L, which equates to approximately 2.12 lbs/day. Note that the discharge flow rate required for groundw ater drawdown required for the pipeline project are unknow at this time.
7.6 Total Dissolved Solids
Total dissolved solids (TDS) was analyzed in accordance with EPA method SM 2540C. TDS is not included in EWA local discharge limit list but was requested by EWA in e mail communications with Ninyo & Moore. Concentrations of TDS in MW -1 and MW -2 are 8,790 mg/L and 3,290 mg/L, respectively.
7.7 Temperature and pH
Temperature and pH were measured in the field during the groundwater low -flow sampling and recorded on field data sheets (Appendix A). Both temperature and pH were within the EWA local discharge limit ranges.
Table 3 – Groundwater Analytical Results - Oil and Grease, BOD, TSS, TDS, pH and Temperature Sample ID MW-1 MW-2 EWA Local
Discharge Limits Date 8/12/2025 8/12/2025
Oil and Grease1
(mg/L) 1.53 0.86 400
BOD
(mg/L) 1.56 ND<1.00 NE
BOD
(lbs/day) 0.09 0.06 500 lbs/day
TSS
(mg/L) 100 35.3 NE
TSS
(lbs/day) 6 2.12 500 lbs/day
TDS
(mg/L) 8,760 3,290 NE
pH 7.53 8.31 5.5 - 12.0
Temperature
(°F) 73.6 83.8 140°F
Notes:
EWA - Encina Wastewater Authority
1 Analyzed by United States Environmental Protection (EPA) method 1664B BOD - Biochemical Oxygen Demand by EPA method SM 5210B
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 8 Table 3 – Groundwater Analytical Results - Oil and Grease, BOD, TSS, TDS, pH and Temperature TSS - Total Suspended Solids by EPA method SM 2540D
TDS - Total Dissolved Solids by EPA method SM 2540C
ND< = not detected above the laboratory reporting limit mg/L = milligrams per liter
lbs/day = pounds per day
J = concentration is an approximated value
NE - Not established
8 GEOLOGIC AND SUBSURFACE CONDITIONS
Our findings regarding regional and site geology at the project alignment are provided in the following sections.
8.1 Site Geology
The project alignment is mapped as being underlain by young alluvial floodplain deposits (Kennedy and Tan, 2007), as shown on Figure 3. Geologic units encountered during our subsurf ace exploration included fill and alluvium. Generalized descriptions of the earth units encountered during our field reconnaissance and subsurface exploration are pr ovided in the subsequent sections.
Additional descriptions of the subsurface units are provided on the logs of the borings in Appendix A.
8.1.1 F ill
Fill material wa s encountered in each of our exploratory borings underlying the surface hardscaping and extended to depths ranging from approximately 10 to 21 f eet. As encountered, the fill material consisted of various shades of brown and gray , dry to moist, loose to ver y dense, and clayey sand. Scattered amounts of gravel w ere encountered within the fill soils. Documentation r egarding fill placement was not available for our review.
8.1.2 Alluvium
Alluvial material s were encountered in our exploratory borings underlying the fi ll soils in each o f our borings and extended to the total depths explored. As encountered, the alluvium consisted of various shades of black, brown and gray, moist to wet, loose to medium dense, clayey sand and stiff to very stiff, sand y lean clay.
8.2 Gr oundwater
Groundwater was encountered in our borings B-1/ MW-1 and B-2 /MW-2. During the drilling operations, the groundwater was encountered at depths of approximately 18.5 and 28 feet in borings B-1/MW-1 and B-2/MW-2.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 9 Subsequent to conver sion of the borings into groundwat er sampling and monitoring wells, water level data logger s were installed within each of the two groundwater monitoring wells to record depth measurements . Since installation, b iweekly visits to record the water level data have been performed . To date, the g roundwater depth measurements for B -1/MW-1 indicate groundwat er depths ranging from approximat ely 11.4 to 18.5 feet. To date, the g roundwater depth measurements for boring B-2 /MW-2 indicate groundwater depths ranging from approximately 26.7 to 28 feet.
Groundwat er levels can flu ctuate due to flood events, seasonal precipitat ion, variations in ground elevat ions, subsurface strat ification, irriga tion, groundwater pumping, storm water infiltration, and other fac tors. Additionally, perched wate r conditions m ay be present at the site due to the presence of trench backfill and bedding materials for underground ut ilities, as these materials tend to act as a conduit for perched water conditions.
8.3 Faulting and Seismicit y
Based on our review of the ref erenced geologic maps and stereoscopic ae rial photographs, as well as on our site- specific fault hazard evaluation, the proposed alignment is not underlain by known active or potentially active faults (i.e., faults that exhibit evidence of ground displacement in the last 11,000 years and 2,000,000 years, respectively). The alignment is not located within a State of California Earthquake Fault Zone (EFZ) (former ly known as an Alquist -Priolo Special Studies Zone) (Hart and Bryant, 2007). Like the majority of Southern California, the alignment is located in a seismically active area and the potential for strong ground motion i s considered significant during the design life of the proposed pipelines. The nearest known active fault is the Rose Canyon fault, located approximately 7 miles west of the alignment (Figure 4).
8.3.1 Surface Ground Rupture
Based on our review of the referenced literatur e and our site reconnaissance, active faults are not known to cross the pr oject vicinity. Therefore, the potential for ground surface rupture due to faulting at the alignment is considered low. However, lurching or cracking of the ground surface as a result of nearby seismic events is possible.
8.3.2 Strong Ground Motion
Considering the pr oximity of the site to acti ve faults capable of producing a m aximum moment magnitude of 6. 64 or more, the project area has a high potential for experiencing strong ground motion. The 2025 California Building Code (CBC) specifies that the risk - targeted maximum considered earthquake ( MCER) ground motion response accelerations
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 10 be used to evaluate seismic loads for design of buildings and other structures. Based on our review of the CGS shear wave velocity map, the average shear wave velocity in the upper 30 meters (100 feet) of the subsurface profile (V S30) is estimated to be approximately 351 meters per second ( 1,152 feet per second) (CGS, 2015). In accordance with Chapter 20 of the American Society of Civil Engineers (ASCE) Publication 7- 16 ( 2017) for the Minimum Design Loads and Associated Criteri a for B uilding and Other Structures, the site classification is Site Class D.
In accordance with ASCE 7-16, the mapped MCER ground motion response accelerations were determined using the Unified Hazard Tool (web-based). The MCE R ground motion response acc elerations are based on the spectral response accelerations for 5 pe rcent damping in t he direction of maximum horizontal response and incorporate a target risk for structural collapse equivalent to 1 percent in 50 years with deterministic limit s. Spectral response acceleration parameters , consistent with the 2022 CBC, are provided in Section 10.2 for the evaluation of seismic loads on buildings and other structures. Seismic Design Considerations
ASCE 7-16 specifies that the potential for liquefaction and soil strength loss be ev aluated, where applicable, for the mapped maximum considered earthquake geometric mean (MCE
G) peak ground acceleration adjusted for site effects (PGA M). The MCE G PGAM is based on the geometric mean peak ground acceleration with a 2 percent probability of exceedance in 50 years. The PGAM for the site was calculated as 0.491g using the ASCE 7 Hazard Tool (2025).
8.3.3 Tsunamis
Tsunamis are long wavelength sei smic sea waves (long compared to the ocean dept h) generated by sudden movements of the ocean bottom during submarin e earthquakes, landslides, or volcanic activity. Based on the inland location of the alignment, the potential for a tsunami to affect the site is not a design consideration.
8.3.4 Landsliding
Landslides, slope failures, and mudflows of earth materials generally occur where slopes are steep and/or the earth materials are too weak to support themselves. The landside map for the alignment indicates that the project area is marginally susceptible to landsliding (Tan, 1995). Based o n the rela tively level topogr aphy along the alignment, the potential for landslides or mudflows to affect the project site is considered low.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 11 9 CONCLUSIONS
Based on our review of the refer enced background data, subsurface expl oration, and laboratory testing, it is our opinion that const ruction of the proposed project is feasible from a g eotechnical standpoint provided the recommendations presented in this report are incorporated into the design and construction of the project. In general, the following conclusions were made:
• The proposed a lignment is underlain by fill and alluvial materials . • The existing fill and alluvium encountered onsite should be generally excavatable with heavy-duty earth moving equipment in good working condition. • Due to the loose nature of the g ranular layers of the subsurface and the presence of a shallow groundwater t able, the contractor should antici pate encount ering caving and/or sloughing conditions w hen trenching or excavating in these materials . • Soils derived from onsite excavations are gene rally considered suitable for reuse as trench zone backfill , if needed, provided they are processed to meet the recommendations of this report.
• Groundwater was encountered in our borings B-1/ MW-1 and B-2 /MW-2. During the drilling operations, the groundwater was encounter ed at depths of approximately 18.5 and 28 feet in borings B-1/MW-1 and B-2/MW-2. Additionally, periodic groundwater depth measurements for B -1/MW-1 indicate groundwat er depths ranging from approximat ely
11.4 to 18.5 feet. To date, the groundw ater depth measurements for boring B-2 /MW-2 indicate groundwater depths ranging from approximately 26.7 to 28 feet. Fluctuations in the depth to groundwater may o ccur due to flood events, seasonal precipitation, variations in ground elevations, subsurface stratification , irrigation, groun dwater pumping, storm water infiltration, and other factors.
• Based on the r esults of our geotechnical labor atory testing presented in Appendi x B, as compared to the California amended (Caltrans, 2021) corrosion criteria, the onsite soil s would be considered corrosive. Consideration should be given to retaining a corrosion consultant to further evaluate t he laboratory tests and provide appr opriate mitigation recommendations, if warranted.
• Based on the groundwater analytical results, concentrations of analytes listed in EWA local discharge limits in groundwater samples are all below the maximum daily limits. BOD and TSS concentrations were converted to pounds per day based on the maximum daily load limit using groundwater discharge assumptions. The discharge requirements to draw down groundwater for the pipeline project are unknown at this time but will be provided in the Groundwater Modeling report based on aquifer pump testing and groundwater elevat ion monitoring.
10 RECOMMENDATIONS
Based on our understanding of the project, the following recommendations are provided for the design and construction of the project. The proposed site improvements should be constructed in accordance with the requirements of the applicable governing agencies.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 12
10.1 Earthwork
In general, earthwork should be performed in ac cordance with the recommendations presented in this report. Ninyo & Moore should be contacted for questions regarding the recommendations or guidelines presented herein.
10.1.1 Site Preparation
Prior to performing site excavations, the project alignment should be cleared of vegetation, surface obstructions, rubble and debris, abandoned utilities and foundations, and other deleterious materials. Existing utilities within the project limits, if any, should be re-routed or protected from damage by construction activ ities. Ob structions that extend below finish grade, if any, should be removed and the resulting holes filled with compacted soils.
Materials generated fro m the clearing operations should be removed fro m the project site and disposed of at a legal dumpsite.
10.1.2 Excavation Characteristics
Based on our subsurface exploration of the site, we anticipate that excav ations within materials underlying the alignment shoul d be generally excavatable with heavy-duty earth moving equipment in good working condition. In addition, d ue to the presence of loose sands and a shallow groundwater, the following ground conditions should be anticipated:
Caving soils;
Flowing sands; and
Sloughing of excavations;
Recommendations for shoring and dewatering are presented in the following sections.
10.1.3 Temporary Excavations and Shoring
For temporary excavations , we recomme nd that the following Occupational Safety and Health Administration (OSHA) soil classifications be used:
Fill and Alluvium Type C
Upon making the excavations, the soil cla ssifications and excavation per formance should be evaluated in the field by the geotechnical consultant in accordance with the O SHA regulations. Temporary excavations should be construct ed in accordance wit h OSHA recommendations. For trenches or other excavations, OSHA requirements rega rding personnel safety should be met using appropriate shoring (including trench boxes) or by laying back the slope s to no steeper than 1½:1 (horizontal to vertical) in fill a nd alluvium.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 13 Temporary excavations that encounter seepage may be shored or stabilized by placing sandbags or gravel along the base of the seepage zone. Excavations encountering seepage should be evaluated on a case -by-case basis. Onsite safety of personnel is the responsibility of the contractor.
We understand a shoring system may be i ncorporated to support t he excavation sidewalls and protect existing utilities during constructi on. Shoring design parameters are presented below. Particular caution should be used near existing underground utilities. Existing utilities that are located within a zone based on a 1 :1 plane projected up from th e bottom outside edge of the new trench should be considered at risk. The type of shoring and sequence of shoring installation should be designed to protect utilities and surface improvements.
Lateral ea rth pre ssures exerted on restrained and cantilevered shoring systems a re indicated on Figures 5 and 6, respectively . The recommended design earth press ures are based on the as sumptions that: (a) the shoring system is construc ted without raising the ground surface elevation behind the shoring, (b) there are no surcharge loads, such as soil stockpiles, construction materials, or vehicular traffic, and (c) no loads act above a 1:1 plane extending up and back from the base of the shoring system. For shoring subjected to the above- mentioned surcharge loads , the contractor should include th e effect of these loads on lateral earth pressures acting on the shoring wall.
Settlement of the ground surface may occur behind the shoring wall system during excavation. The amount of settlement depends on the type of shoring system, the quality of contractor’s workmanship, and soil conditions. Settlement may cause distress to adjacent structures, if present. To reduce the potential for distress t o ad jacent structures, we recommend that the shoring system be designed to limit the ground settlement behind the shoring to ½ inch or less. Possible causes of settlement that should be addressed include vibration during installation of the sheet piling, excavation for constructio n, construct ion vibrations, dewatering, and removal of the support s ystem. We recomme nd that the potential settlement distress be evaluated carefully by the contractor prior to construction.
The contractor should retain a qualified and experienced engineer to design the shoring system. The shoring parameters presented in this report are for preliminary design purposes and the contractor should evaluate the adequacy of these parameters and make appropriate modifications for their design. We recommend that the contractor take appropriate measures to protect workers. OSHA requ irements pertaining to worker safety should be observed. We further recommend that the construction methods provided herein be carefully evaluated by a qualified specialty contractor prior to commencement of the construction.
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 14
10.1.4 Construction Dewatering
Groundwater was encountered during our subsurface exploration at depths as shallow as 18½ feet. Additionally, existing utility trench lin es may act as conduits for perched wa ter conditions. The contractor should anticipate implementing dewatering measures to address potential groundwater and seepage. There may be potential for collected onsite water resulting from the seep age to be reused on site during construction for s oil c ompaction, dust cont rol, and other suc h uses. In the event that groundwater, perched water, and/or seepage conditions are encountered that result in the disposal of groundwater offsite, the disposal of groundwater should be performed in accordance with guidelines of the Regional Water Quality Control Board (RWQCB). Furthermore, as part of the construction process, such dewatering operations should be prepared by the contractor’s engineer and reviewed by the design engineer and consider anticipated draw down, piping of soils, volume of pumping, potential for settlement, and groundwater discharge.
Pump sizing should be performed by the contractor’s team during construction based on an independent evaluation of the subsurface conditions in the project area. However , the subsurface data (such as the laboratory test gradations and depth to groundwater encountered in the boring logs) presented in this report is intended to present a characterization of the anticipated soil, rock, and groundwater conditions at the time of evaluation.
10.1.5 Excavation Bottom Stability
Excavation bottoms for trenches or access pits above the groundwater table are generally anticipated to be stable. However, the b ottoms of excavations that extend into or near groundwater may encounter unstable b ottom conditions. In general, unstable bottom conditions may be mit igated by overexcavating the excavation bottom an additional 1 to 2 feet, as evaluated in the field by the project geotechnical consultant, and replacing with a layer of compacted ¾- to 1½-inch crushed gravel encased in a non- woven geotextile (e.g., Mirafi® 140N geotextile or an approved equivalent). Recommendations for stabilizing excavation bottoms should be based on evaluation in the field by the geotechnical consultant at the time of construction.
10.1.6 Pipe Bedding and Modulus of Soil Reaction (E’)
Although not anticipated, we recommend that pipes constructed using trenching methods be supported on 6 inches or m ore of gr anular bedding material. Granular pipe bedding should be provided to distr ibute vertical loads around the pipe. Bedding material and
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Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 15 compaction requirements should be in accordance with this report. Pipe bedding typically consists of graded aggregate with a coefficient of uniformity of three or more.
The modulus of soil reaction (E') is used to characterize the stiffness of soil backfill placed at the sides of buried flexible pipes for the purpose of evaluating deflection caused by the weight of the backfill over the pipe (Hartley and Duncan, 1987). A soil reaction modul us of 1,200 pounds per square inch (psi) may be used for an excavation depth of up to about 5 feet when backfi lled with gr anular soil compacted to a relative compaction of 90 percent as evaluated by the ASTM International (ASTM) D 1557. A soil reaction modulus of 1,600 psi may be used for trenches deeper than 5 feet.
10.1.7 Pipe Zone Backfill
The pipe zone backfill should be placed on top of the pipe bedding material and extend to 1 foot or more abov e the top of th e pipe in accordance with the recent edition of the Standard Specifications for Public Works Construction (“Greenbook”). Pipe zone backfill should have a Sand Equivalent (SE) of 30 or more, and be placed around the sides and top of the pipe. Silts and clays should not be used as pipe zone backfill. Special care should be taken not to allow voids beneath and around the pipe. Compaction of the pipe zone backfill should proceed up both sides of the pipe.
It has been our ex perience that the voids within a crushed rock material are sufficiently large to allow fines to migrate into the voids, thereby creating the potential for sinkholes and depressions to develop at the ground surface. If open graded gravel is utilized as pipe zone backfill, this material should be separated from the adjacent trenc h sidewalls and overlying trench backfill with a geosynthetic filter fabric, particularly if groundwater is expected.
10.1.8 Trench Zone Backfill
Based on our subsurface evaluation, the onsite materials (except for the clayey fill material) should be generally suitable for reuse as trench backfill provided they do not contain rocks or lumps over 3 inches, and not more than 30 percent larger than ¾ inch. Larger chunks, if generated during excavation, may be broken into acceptably sized pieces or disposed of offsite. Additionally, backfill materials should have an organic content of less than approximately 3 percent by volume (or 1 percent by weight), be free of debris, and exhibit an EI of 50 or less (i.e., low expansion potential) as evaluated by ASTM D 4829. Trench backfill should be moisture- conditioned to generally at or slightly above the laboratory optimum. Trench backfill should be compacted to a relative compaction of 90 percent as evaluated by ASTM D 1557, except for the upper 12 inches of the backfill beneath vehicular
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 16 pavements, which should be compacted to a relative compaction of 95 percent as evaluated by ASTM D 1557. Lift thickness for backfill will depend on the type of compaction equipment utilized, but fill should generally be placed in lifts not exceeding 8 inches in loose thickness. Special care should be exercised to avoid damaging the pipe during compaction of the backfill.
10.1.9 Thrust Blocks
Thrust restraint for buried pipelines may be achieved by transferring the th rust force to the soil outside the pipe through a thrust block. Thrust blocks may be designed using the magnitude and distribution of passive lateral earth pressures presented on Figure 7 . Thrust blocks should be backfilled with granular bac kfill material and compacted following the recommendations presented in this report.
10.1.10 Drainage
Drainage should be conveyed such that runoff water is conveyed away from slopes and structures to suitable discharge areas by nonerodible devices (e.g., gutters, downspouts, concrete swales, etc.). Positive drainage adjacent to structures should be established and maintained. Positive drainage may be accomplished by providing drainage away from the foundations of the structure at a gradient of 2 percent or steeper for a distance of 5 feet or more outside building perimeters, and further maintained by a graded swale leading to an appropriate outlet, in accordance with the recommendations of the project civil engineer and/or landscape architect.
Surface drainage on the site sh ould be provided so that water is not permitted to pond. A gradient of 2 percent or steeper should be maintained and drainage patterns should be established to divert and remove water from the site to appropriate outlets.
Care should be taken by the contractor d uring final grading to preserve any berms, drainage terraces, interceptor swales or other drainage devices of a permanent nature on or adjacent to the property. Drainage patterns established at the time of final grading should be maintained for the life of the project. The property owner and the maintenance personnel should be made aware that altering drainage patterns might be detrimental to foundation performance.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 17
10.2 Seismic Design Parameters
Design of the propo sed improvements should be perfo rmed in acco rdance with the requirements of the governing jurisdictions and applicable building codes. Table 4 presents the seismic design parameters for the site in accordance with the 2022 CBC guidelines.
Table 4 – 2022 California Building Code Seismic Design Criteria Spectral Response Acceleration Parameters Values
Site Classification D
Seismic Design Category D
Mapped MCER Spectral Response Acceleration at Short Periods, Ss 0.95g Mapped MCER Spectral Response Acceleration at 1.0-Second Period, S1 0.348g MCER Spectral Response Acceleration at Short Periods, Adjusted for Site Class, SMS 1.064g MCER Spectral Response Acceleration at 1.0-Second Period, Adjusted for Site Class, SM1 -- Design Spectral Response Acceleration at Short Periods, SDS 0..71g Design Spectral Response Acceleration at 1.0-Second Period, SD1 -- Maximum Considered Earthquake Geometric Mean (MCEG) Peak Ground Acceleration, PGAM 0.491g
10.3 Underground Structures
Underground structures may be designed for lateral pressures r epresented by the pressure diagrams on Figures 7 and 8. It is recommended that the exterior of underground walls and horizontal and vertical construction joints be waterproofed, as indicated by the project civil engineer. For pipe wall penet rations into the vaults and other structures, standard “water -tight” penetration design should be utilized. To reduce the potential for relative pipe to wall differential settlement, which could cause pipe shearing, we recommend that a pipe joint be located close to the exterior of the wall. The type of joint should be such that minor relative movement can be accommodated.
10.4 Soil Corrosi vity
Laboratory testing was perf ormed on a representative sample of the onsite earth materials to evaluate pH and electrical resistivity, as well as chloride and sulf ate contents. The pH and electrical resistivity tests were p erformed in accordance with California Test (CT) 643 and the sulfate and chloride content tests were performed in accordance with CT 417 and CT 422, respectively. These laboratory test results are presented in Appendix B.
The results of the corrosivity testing indicated electrical resistivit ies ranging fr om 340 to 540 ohm-centimeters (ohm-cm), soil pH values of 7.1 to 7.2, chloride contents of 90 to 100 parts per million (ppm), and sulfate contents of 0.050 to 0.104 percent (i.e., 500 to 1,040 ppm). Based on a comparison with the California amended (Caltrans, 2021) corrosion criteria, the onsite soils
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 18 would be classified as corrosive. Corrosive soils are def ined as soil wi th an electrical resistivit y of 1,100 ohm-cm or less, a chloride c ontent of 500 ppm or greater, a sulfate content of
0.15 percent (1,500 ppm) or greater, and/or a pH equal to or less than 5.5. Consideration should be given to retaining a cor rosion consultant to further evaluate t he laboratory tests and provide appropriate mitigation recommendations, if warranted.
10.5 Concrete Placement
Concrete in contact with soil or water that contains high concentrations of water-soluble sulfates can be subject to premature chemical and/or physical deterioration. As noted, the soil samples tested in this evaluation indicated water- soluble sulfate contents of 0.050 to 0.104 percent (i.e., 500 to 1, 040 ppm). Ba sed on the ACI 3 18 criteria, the site soils would cor respond to exposure class S1. For this exposure class, ACI 318 recommends that normal weight concrete in contact with soil possess a co mpressive strength of 4, 000 psi or more and a water -cement ratio of 0.5 or less. Furthermore, we recommend that normal weight concrete in contact with soil use Type II, II/V, or V cement.
10.6 P re-Construction Conference
We recommend that a pre-construction meeting be held prior to commencement of grading. The owner or their representative, the agency representatives, the civil e ngineer, the li censed geotechnical engineer, and the contractor shou ld attend to discuss the plans, the proj ect, and the proposed construction schedule.
10.7 Plan Review and Construction Observation
The conclusions and recom mendations presented in this report ar e based on analysis of observed conditions in w idely spaced exploratory borings. If conditions are found to vary from those described in this repo rt, Ninyo & Mo ore should be notified, and additional recommendations will be provided upon request. A license d geotechnical engineer should review the final project drawings and specifications prior to the commencement of construction.
A licensed geotechnical engineer should perform the needed observation and testing services during construction operations.
The recommendations provided in this report are based on the assumption that Ninyo & Moore will provide geotechnical observation and testing services during construction. In the event that it is decided not to utilize the services of Ninyo & Moore during construction, we request that the selected consultant provide the client with a letter (with a copy to Ninyo & Moore) indicating that they fully understand Ninyo & Moore’s recommendations, and that they are in full agreement
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 19 with the design parameters and recomm endations contained in this report. C onstruction of proposed improvements should be performed by quali fied subcontractors utilizing appropriate techniques and construction materials.
11 LIMITATIONS
The field evaluation, laboratory testing, and geotechnical analyses presented in this report have been conducted in general accordance with current practice and the standard of care exercised by geotechnical consultants performing similar tasks in the project area. No warranty, expressed or implied, is made regarding the conclusions, recommendations, and opinions presented in this report. There is no evaluation det ailed enough to reveal every subs urface condition. Variations may exist and conditions not observed or described in t his report may be encountered during construction. Uncertainties relative to subsurface conditions can be reduced through additional subsurface e xploration. Additional subs urface evaluation will be performed upon request.
Please also note that our evaluati on was limited to assessment of the ge otechnical aspects of the project, and did not include eval uation of structural issues, environmental concerns, or the presence of hazardous materials.
This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein.
This report is intended to present characterization of the anticipated soil, rock, and groundwater conditions at the time of ev aluation. It is suggested that the bidders and their geotechnical consultant perform an independent evaluation of the subsurface conditions in the project areas.
The independent evaluations may include, but not be limited to, review of other geotechnical reports prepared for the adjacent areas, site reconnai ssance, and additional exploration and laboratory testing.
Our conclusions, recommendations, and opinions are based on an analysis of the observed site conditions. It should be understood that the conditions of a site c ould change with time as a result of natural processes or the acti vities o f man at the subject site or n earby sites. The findings of this r eport may, therefore, be invalidated over time, in part or in whole, by changes over which Ninyo & Moore has no control.
This report is intended exclusivel y for use by t he client. Any use or reuse of the findings, conclusions, and/or recommendations of this report by parties other than the client is undertaken at said parties’ sole risk.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 20 12 REFERENCES
American Concrete Institute (ACI), 2022, ACI 318 Building Code Requiremen ts for Structural Concrete and Commentary.
American Society of Civil Engineers (ASCE), 2017, Minimum Design Loads for Buildings and Other Structures, ASCE 7-16.
American Society of Civil Engineers (ASCE), 2025, ASCE 7 Hazard Tool, https://asce7haz
ardtool.online/.
Building News, 2024, “Greenbook”, Standard Specification for Public Works Construction: BNI Publications.
California Building Standards Commission, 2022, California Build ing Code (CBC), Ti tle 24, Part 2, Volumes 1 and 2.
California Geological Su rvey (CGS), 2015, CGS Map Sheet 48: Shear -wave Velocity in Upper 30m of Surficial Geology (V s30); https://maps.conservation.ca.gov/cgs/DataViewer/, dated May 24.
California Department of Trans portation (Caltrans), 2021, Corr osion Guidelines (Version 3. 2), Division of Engineering and Testing Services, Corrosion Technology Branch: dated May.
Geotracker website, 2025, www.geotracker.waterboards,ca.gov.
Google Earth, 2025, https://www.google.com/earth/.
Harden, D.R., 2004, California Geology, 2nd ed.: Prentice Hall, Inc.
Hart, E.W., and Bryant, W.A., 2007, Fault -Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Ind ex to Eart hquake Fault Zones Maps: Califo rnia Department of Conservation, California Geological Sur vey, Special Publication 42, with Supplement 1 added in 2012, Supplement 2 added in 2014, Supplement 3 add ed in 2015, and Supplement 4 added in 2016.
Hartley and Duncan, 19 87, E’ and Its Variation with Depth, Journal of Transportation Engineering, Volume 113, Issue 5: dated September.
Historic Aerials website, 2025, www.hist oricaerials.com.
Jennings, C.W. and Bryant, W.A., 2010, Fault Activit y Map of Californi a and Adjacent Areas:
California Division of Mines and Geology, California Geologic Data Map Series, Map No. 6, Scale 1:750,000.
Kennedy, M.P ., Tan, S.S., 2007, Geologic Map of t he Oceanside 30’ x 60’ Quadrangle, California, California Geological Survey, Scale 1:100,000.
Kimley-Horn and Associates , Inc., 2005, As-Built Plans for Poinse ttia Lane, City of Carlsbad, Sheets 5 and 12: dated June 14.
Ninyo & Moore, In-house Proprietary Data.
Ninyo & Moore, 2015, Geotechnical Evaluation, Emergency Stor age Basin, Poinsettia Lift Station, Carlsbad, California, Project No. 107549009: dated June 10.
Norris, R. M. and Webb, R. W., 1990, Geology of California, Second Edition: John Wiley & Sons, Inc.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 21 Tan, S.S., 1995, Landslide Hazards in the Northern Part of the San Diego Met ropolitan Area, San Diego C ounty, Calif ornia, Plate B, La Mesa Quadrangle: California Geological Survey, Landslide Hazard Identification Map No. 33, Open-File Report 95-03.
United States Department of the Interior, Bureau of Reclamation, 1989, Engineering Geology Field Manual.
NINYO & MOORE, A SOCOTEC COMPANY
Poinsettia Lane Sewer Replacement Project, Carlsbad, California | 110120001 | September 24, 2025 Appendix A
Photograph hic Doc um
entation
FIGURES
8805
5 15
MAP INDEX
San
Diego
County
P110120001.aprx 9/24/2025 DRAFTED BY: JDL
ALIGNMENT LOCATION
FIGURE 1
0 2,000 4,000
FEET
NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: USGS, 2025
PROJECT
ALIGNMENT
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 | 9/25
M U
I R
F I E
L D S
D R
P O I N S E T T I A L N
G R E
E N HAV E N D R
H A L
I T E
P L
M I C A R D
L A
G O L O N D R I N A
S T
A L
I C A
NT E
R D
Q U A R T Z
W AY
A S C O T
AV E
E L
F U E
R
T E
S T
B-1/MW-1
TD=21.5
B-2/MW-2
TD=31.5
P110120001.aprx 9/24/2025 DRAFTED BY: JDL
BORING LOCATIONS
FIGURE 2
0 500 1,000
FEET
BORING / MONITORING WELL
TD=TOTAL
DEPTH IN FEET
B-2/MW-2
TD=31.5
LEGEND
NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: GOOGLE, 2025
PROJECT
ALIGNMENT
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 | 9/25
5 3
5 6
8 5
5 4
6 7
3 5
5 15
2520
69 90
41 60
80 76
84 70
70 33
6560
52 60
10 15
10 10 Tsa
QyaQpe
Qoa
Td
Tsa
Klh
Kp
Qvop10-11
Kt
Tsa
Klh
Kt
Kt
Kl
Kgb
Tsa
Qoa
Qoa
Qya
Qya
Qvop10
Qvop10
Qvop13
Qya
LEGEND
REFERENCE: KENNEDY, M.P., AND TAN, S.S., 2007, GEOLOGIC MAP OF THE OCEANSIDE 30' X 60' QUADRANGLE, CALIFORNIA.
STRIKE AND DIP OF BEDS, INCLINED
P110120001.aprx 9/24/2025 DRAFTED BY: JDL
GEOLOGY
FIGURE 3
0 4,000 8,000
FEET
NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: CGS, 2007
PROJECT
ALIGNMENT
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 | 9/25
LANDSLIDE DEPOSITS, UNDIVIDEDQls
ALLUVIAL FLOOD-PLAIN DEPOSITSQa
PARALIC ESTUARINE DEPOSITSQpe
YOUNG ALLUVIAL FLOOD-PLAIN DEPOSITSQya
OLD ALLUVIAL FLOOD-PLAIN DEPOSITS,
UNDIVIDEDQoa
VERY OLD PARALIC DEPOSITS, UNDIVIDED
UNIT
10-11
Qvop10-11
VERY OLD PARALIC DEPOSITS, UNDIVIDED
UNIT
10Qvop10
DELMAR FORMATIONTd
SANTIAGO FORMATION
POINT LOMA FORMA
TION
LUSARDI FORMATION
Tsa
Kp
Kl
TONALITE, UNDIVIDEDKt
GABBRO, UNDIVIDEDKgb
LEUCOGRANODIORITE OF LAKE HODGESKlh
Mzu METASEDIMENTAR Y AND METAVOLCANIC
ROCKS, UNDIVIDED
FAULT - SOLID WHERE ACCURATELY LOCATED;
DASHED WHERE APPROXIMATELY
LOCATED;
DOTTED WHERE CONCEALED. ARROW AND
NUMBER INDICATE DIRECTION AND ANGLE
OF DIP OF FAULT PLANE.
ANTICLINE - SOLID WHERE ACCURATELY LOCATED
60300
MILES
BANNING FAULT
GARLIC SPRING FAULT
RAYMOND
FAULT
LLANO FAULT
ROUTE 247
FAULT
PIPES CANYON FAULT
HARPER FAULT ZONEEDISON FAULT
HOLLYWOODFAULT
RODMAN FAULT
CALUMET FAULT
HOLSER FAULT
BAKER FAULT
GARLOCK FAULT ZONE
SOLEDAD
FAULT
IMPERIAL
FAULT
SAN JACINTO FAULT
EXTRA
FAULT ZONE
OLD DALE FAULT
CABRILLO FAULT
MANIX FAULT
EL MODENO
FAULT
CADY FAULT
LAVIC LAKE FAULT
LUDLOW FAULT
OAK RIDGE FAULT
OWL LAKE FAULTKERN GORGE FAULT
SPRING FAULT
SAN FELIPE FAULT ZONE
RED PASS FAULT
MT. GENERAL FAULT
TUNNEL RIDGE FAULT
BLAKE RANCH FAULT
SAN JOSEFAULT
WALNUT CREEKFAULT
SANTA MONICA FAULT
SALTON CREEK
FAULT
STATELINE FAULT
WILSON CANYON
FAULT
ELSINORE FAULT ZONE
COMPTON THRUST
FAULT
BRAWLEYSEISMIC ZONE
BAKER FAULT
SAN ANDREAS FAULT ZONE
COYOTE LAKEFAULT
LONG CANYON FAULTEUREKA PEAK FAULT
CLEGHORN PASS
FAULT SHEEPHOLE FAULT
SIERRA MADREFAULT ZONE
LOS ALAMITOS FAULT
VERDUGO FAULT
COACHELLA FAN
FAULT ZONE
HIDDEN SPRINGS
FAULT ZONE
YUHA WELLFAULT ZONE
CENTINELAFAULT ZONE
MALIBU COAST
FAULT LOWER ELYSIAN
PARK THRUST
LITTLE LAKE
FAULT ZONE
SOUTHERN
SIERRA NEVADA FAULT ZONE
DUME
FAULT ZONE
CABRILLO FAULT
SAN CLEMENTE FAULT
CARLSBAD FAULT ZONE
ROSE CANYON
FAULT ZONE
CATALINA FAULT ZONE
KIMKI FAULT
SAN DIEGO TROUGH FAULT ZONE
PALOS VERDES FAULT ZONE
CORONADO BANK FAULT ZONE
SAN PEDRO BASIN FAULT ZONE
Inyo
County
Tulare
County
San
Bernardino
County
Kern
County
Ventura
County
Los Angeles
County
Riverside
County
Orange
County
Imperial
County
San Diego
County
SITE
SOURCES: QUATERNARY FAULTS DATABASE - U.S. GEOLOGICAL SURVEY AND
CALIFORNIA GEOLOGICAL SURVEY, QUA
TERNARY FAULT AND FOLD DATABASE
FOR THE UNITED STATES, ACCESSED NOVEMBER 4, 2024, AT:
https://www.usgs.gov/programs/earthquake-hazards/faults
CALIFORNIA
N E VA D A
U S A
M E X I C O
Pacific
Ocean
FIGURE 4
P110120001.aprx 9/24/2025 DRAFTED BY: JDL
FAULT LOCATIONS
NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE.
FIGURE 4
LEGEND
STATE/COUNTY BOUNDARY
QUATERNARY
(POTENTIALLY ACTIVE)
LATE QUATERNARY
(POTENTIALLY ACTIVE)
HOLOCENE ACTIVE
HISTORICALLY ACTIVE
CALIFORNIA FAULT
ACTIVITY
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 | 9/25
FIGURE 5
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 I 9/25
LATERAL EARTH PRESSURES FOR BRACED EXCAVATION
BELOW GROUNDWATER
pP
h
Pa
+
sP
APPARENT LATERAL EARTH PRESSURES, P AND P
P = 31 h psf
1. CONSTRUCTION TRAFFIC INDUCED SURCHARGE PRESSURE, P
P = 120 psf
2. 3.
4. 5.
12 INCHES OR MORE
+ 2
1h
2 P
Pa1
1 1
P = 16 h psf
PASSIVE PRESSURE, P
P = 325 D psf (ABOVE GROUNDWATER)
D
6. GROUNDWATER TABLE
2 12 INCHES OR MORE
7. H, h , h AND D ARE IN FEET2 1
GROUND SURFACE
a a 2
a
a
s
p
p
s
SHORING
BRACES
H
2 1
8. w2
P
+
2w
1w
HYDROSTATIC PRESSURE, P & P
P = 62.4(H - h) psf w1
P = 62.4D psfw2
w1 w2
NOTES:
NOT TO SCALE
THE EMBEDMENT DEPTH OF SHORING
SHOULD BE EVALUATED BASED ON
FORCE AND MOMENT EQUILIBRIUM,
A FACTOR OF SAFETY OF 1.5, AND
MINIMUM REQUIREMENTS OF LOCAL
JURISDICTION, IF ANY.
SURCHARGES FROM EXCAVATED SOIL OR
CONSTRUCTION MATERIALS ARE NOT INCLUDED
P IS APPLICABLE WHEN DEWATERING IS TO BE PERFORMED
FROM INSIDE OR OUTSIDE OF THE EXCAVATION
110120001_D.dwg_LEP-BEBG(GS) 09/24/2025 DRAFTED BY: JDL P = 175 D psf (BELOW GROUNDWATER)p
LATERAL EARTH PRESSURES FOR TEMPORARY
CANTILEVERED SHORING BELOW GROUNDWATER
FIGURE 6
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 I 9/25
pP
D
H
Pa
ACTIVE LATERAL EARTH PRESSURE, P
P = 47 h psf;
1. 4.
P = 325 D psf (ABOVE GROUNDWATER)
PASSIVE LATERAL EARTH PRESSURE, P
6. H, h AND D ARE IN FEET
GROUND SURFACE
a
a
p
p
SHORING
Ps
2. s
s
P = 120 psf
CONSTRUCTION TRAFFIC INDUCED SURCHARGE PRESSURE, P
GROUNDWATER TABLE7.
+
2 Pa1
+
w1P
h
1 P = a2
HYDROSTATIC PRESSURE, P & P 3.
P = 62.4(H - h) psf w1
5. 1aP + 24 (H - h) psf
w2P
+
P = 62.4D psfw2
w1 w2
8. w2
NOTES:
NOT TO SCALE
THE EMBEDMENT DEPTH OF SHORING
SHOULD BE EVALUATED BASED ON
FORCE AND MOMENT EQUILIBRIUM,
A FACTOR OF SAFETY OF 1.5, AND
MINIMUM REQUIREMENTS OF LOCAL
JURISDICTION, IF ANY.
SURCHARGES FROM EXCAVATED SOIL OR CONSTRUCTION
MATERIALS ARE NOT INCLUDED
12 INCHES
OR MORE
12 INCHES
OR MORE
P IS APPLICABLE WHEN DEWATERING IS TO BE PERFORMED
FROM INSIDE OR OUTSIDE OF THE EXCAVATION
110120001_D.dwg_LEP-CSBG 09/24/2025 DRAFTED BY: JDL P = 175 D psf (BELOW GROUNDWATER)p
FIGURE 7
POINSETTIA LANE SEWER REPLACEMENT PROJECT
CARLSBAD, CALIFORNIA
110120001 I 9/25
THRUST BLOCK LATERAL EARTH PRESSURE DIAGRAM
GROUNDWATER BELOW BLOCK
GROUNDWATER ABOVE BLOCK2.
1. d (VARIES)
P
Pp
p
D (VARIES)
GROUND SURFACE
3. ASSUMES BACKFILL IS GRANULAR MATERIAL
4. ASSUMES THRUST BLOCK IS ADJACENT TO COMPETENT MATERIAL 1 Pp2
pP = 1.4 (D - d)[124.8h + 65 (D+d)]
GROUNDWATER TABLE6.
D, d AND h ARE IN FEET5.
h
lb/ft
NOT TO SCALE
NOTES:
THRUST
BLOCK
110120001_D.dwg_LEP-TB 09/24/2025 DRAFTED BY: JDL
P = 175 (D -d ) lb/ftp
2 2
FIGURE 8