GENERAL ABBREVIATIONS AND SYMBOLS VICINITY MAP
ASPHALT CONCRETE OOHEAD ELECTRIC OFF-SITE IMPROVEMENT PLANS
AREA DRAIN OVERHEAD TELEPHONE
PUBLIC ACCESS EASEMENT
AGGREGAIL SUBBASE
BACKFLOW PREVENTER PULL BUX
BKWH BACK OF WALK PORILAND CEMENT CONCRETE PLAN CHECK COMMENTS PLAN CHECK COMMENTS CATCH BASIN PG&Ci PACIFIC GAS & ELECTRIC FOR
CENTERLINE POST INDICATOR VALVE
DOUBLE DETECTOR CHECK VALVE PURIC UNLITY EASEMENT
PVC POLYVINYL CHLORIDE PIPE
ELECTRICAL LINE RIDGE LINE
KEINFORCED CONCREIE PIPE EAST BORONDA ROAD AND SAN JUAN GRADE ROAD
EDGE OF PAVEMENT RPDA REDUCED PRESSURE BACKFLOW PREVENTER
EXISTING STORM DRAIN PIPE
FIRE DEPARTMENT CONNECTION SDCB STORM DRAIN CATCH BASIN FINISHED FLOOR SDCO STORM DRAIN CLEANOUT 08-29-16 09-19-16
OF CURE
FINISHED SURFACE SANITARY SEWER CLEANOUT CITY OF SALINAS, MONTEREY COUNTY, CALIFORNIA
GAS PIP SANITARY SEWER MANHOLE
GRADE BREAK SIDEWALK
STORM WATER DEVELOPMENT STANDARDS
EN CONTES
TELEPHONE LINE
GUARD POST OF CURB HARDEN PKWY SHOWN
GRA lE TOP OF RETAINING WALL
HANDICAP RAMP TEI FPHONE POIF 09-19-16
TRAFFIC SIGNAL
JOINT POlE TRAFFIC SIGNAL BOX
NOT TO SCALE
JOINT TRENCH GUTTER
LINEAR FEET WATER PIPE DATE: HECKED:
WAIER METER SITE PLAN SHEET INDEX
PROPERTY LINE
• EXISTING STORM DRAIN CATCH BASIN
CONTROLLER CABINET
FIRE HYDRANT • EXISTING WATER METER / GAS METER
EXISTING SANITARY SEWER CLEANOUT CIVIL LANDSCAPE
HANDICAP SPACE
EXISTING FIRE HYDRANT
MONITORING WELL
EXISTING SANITARY SEWER MANHOLE SCALE: 1"-200'
POWER POLE
STORM DRAIN MANHOLE
GAS VALVE
10.000z3e0U3
IRON PIPE EXISTING WATER VALVE
RAILROAD SPIKE EXISTING GAS VALVE
FYISTING CONTALIP
STANDARD CITY MONUMENT EXISTING FI EVATION
SURVEY MONI IMENT
STORM DRAIN MANHOLE EXISTING STREET LIGHT
STREET SIGN
STREET LIGHT 7S THED SURE LEVATION
WATER VALVE S01 YONACIO VALLEY ROAD
TREE WITH SIZE GR - GRATE ELEVATION NORTHRIDGE associates, inc. PLANNING ENGINEERING SURVEYING aMS 51r 425-045-2778
TREE TO BE REMOVED FL - FLOW LING
GRADE
HP - HICH POINT
A TPANCEADMED
BARBED WIRE FENCE
PROPOSED CONTOUR
WROUGHT IRON FENCE
CHAIN-| INKED FENCE PROPOSED CURB ITERERE
SAWCUT LINE PROPOSED CURB AND GUTTER
PROPOSED FIRE LANE
3.0% SLOPE
EXISTING WATER IINE EAST
DARTMOUTH
FYISTING CAC IINE
CALIFORNIA
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING ELECTRICAL LINE
NOTE:
EXISTING TELEPHONE LINE
PROJECT CONTACTS
PROPOSED STORM DRAIN CATCH BASIN
PROPOSED WATER METER / GAS METER
MAJOR TENANT
PROPOSED SANITARY CEWER AGANNIIT JOINT TRENCH DESIGNER MONTEREY-SALINAS TRANSIT WnIn397077700
LOWE'S HOME CENTERS, LLC
PROPOSED STORM DRAIN CEWED AGANAIIT
PROJECT DESCRIPTION OF WORK: COVER SHEET OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
DREAN FANCH JING AND DEVEI ADMENT
PROPOSEN FIRE HYAPANT CE ROAD PARKWAY, SUITE 4204
PROPOSED SANITARY SEWER MANHOLE THE WIDENING OF EAST BORONDA PROPOSED STORM DRAIN MANHOLE EMAIL: [email protected] X27= PROPOSED WATER VAI VE CIVIL ENGINEER
CITY OF SALINAS FIRE DEPARTMENT CALIFORNIA WATER COMPANY
PROPOSED GAS VALVE
6"FS SHAGHAGH/FARHAD IF ROAD, SUE 22 SAUNAS CAFE RITES 710 LINA, A SA STRET SHOPPING CENTER.
PROPOSED FIRE SERVICE WALNUT
PROPOSED WATER LINE PARK. TREE SAL AS CAUS PANCELETCAL MATER COM: 74234 2°G PROPOSED GAS LINE
GEOTECHNICAL ENGINEER REVISIONS SALINAS
PROPOSED SANITARY SEWER LINE TERRACON CONSULTANT, INC. COMMUNITY DEVELOPMENT DEPARTMENT BASIS OF BEARINGS; CITY OF SALINAS
PATRICK C DEII
PROPOSED STORM DRAIN LINE WAY SALNAS. CA STEET < ST9390 PROPOSED ELECTRICAL LINE COURT OSALINA. CAUS 784-3448 CAN EAR ARE A GET R0229A ME MIS SER PROPOSED TELEPHONE LINE PHONE: 2 BASIS OF BEARINGS.
ILIT LANDSCAPE ARCHITECT CITY OF SALINAS PUBLIC WORKS
ROPOSED IOINT IITILITY TRENC TELEPHONE COMPANY BENCHMARK:
SATES & ASSOCIATES * Or SALINAS OS-1.1 06-1975
CVICTINA D/W 2671 CROW CAN ON ROAD SALINAS, CA 93901 DATE: 10/17/2016 PROPOSED R/W 637-8196
ROBROG.SANAS. CAUS CITY OF SALINAS FILE NO. ENC16-0310
FAY (00g
ONSTRUCTION NOTES:
DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
DATE 08-29-16 09-19-16
REV * BY
4106107lA
19-19-16
DESIGNED: DRAWN: HECKED: PROJ. MCR: AS FILE PATH:
ATE:
associates, inc. PLANNING ENGINEERING SURVEYING
CALIFORNIA
43. ALL STORM DRAIN INLETS, MANHOLES AND PIPES SHALL BE PER CITY OF SALINAS STANDARD
CONSTRUCTIONS NOTES OFFSITE IMPROVEMENT PLANS FOR MONTEREY COUNTY
44. CPECFIUATIONS OF WATERINES SHALL BE PER CALFORNIA WATER COMPANIES STANDARO AND
45. DEA CITY OF SALINAS, STANDARD AND SPECHICATONATON, GRADING AND PAING SHALL BE
ARTICULARLY AT NEW TUT CROSSING ON OF NE STORM ORAN AND ULTE IN '' 021 06-1975
DURING OPERATIONS
MITIGATION MEASURES LISIEU ELOW, THE MITIGATION MEASURES IDENTIFIED
IT AL PROGRAM ER SPILY TO THE PROLET AND ARE INCORPORATED TO REGENERAL PLAN DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
PRIOR TO ISSUANCE OF A GRADING PERMIT OR DURING GRADING (STRE TO MARY I FEAR CONSTRUCTION SERE NOT ROUTION 08-29-16 09-19-16 ILE PATH: Y: \06-1975\LATEST DATE DIRECTORY\OFF-SITE\ 09-18-15\19750FFNOTES.DWG 8/19/ DATE
NTS
DESIGNED: 1 RBON. MGR: AS
DATE: SCALE:
ALSO SUBE 10 TO VED NOR APROVAL OR THE SALAS PERMIT CENTENSED PIAN
REVE NO APAN O CE SENSE AN ENTERIN SET DE REO TO
EQUIRING T THE PICAN 15 NO PLE NPRO ARE ENT MAN THE APIRE ME associates, inc. PLANNING ENGINEERING SURVEYING
HROKCONSIRUCHIONI
N-1. A BOUNDARIO INE RONE A SIE AD PLANE FUTURE REDEN AS TO PRE NORTHEN AND NORTHEAST OF THE PROLET STE THE EASEMENT IS REQUIREO TO ENSURE THAT CALIFORNIA
DURING CONSTRUCTION
MITIGATION NOTES OFFSITE IMPROVEMENT PLANS FOR SALST BORONO ROTE RESUAN CRAL ONE - EASON USED TO OVER OUGHT TURNERS LATE AN HEARDY AREA
off-site 09-18-1511975offnotesdug.9/19/20168:1149 AM, OWG TO PDF pe3 WITHIN 24 HOURS AFTER
06-1975
EB LINE
CONSTRUCT 4" CONCRETE SU LINE
SAND CUSHION
SCAPE AND IRRIGATION PLAN
- 72' MAX (VARIES)
45.5'-
- 38'+ (VARIES) -
- EXISTING PAVEMENT
- EXISTING SIDEWALK CONSTRUCT 6.5 A.C. 7 EXISTING CURB DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS STANDARD PLAN #
- EXISTING PAVEMENT [EXISTING PAVEMENT
- EXISTING MEDIAN ISLAND TO REMAIN
CONSTRUCT MEDIAN
SALINAS MATERIAL PER
EXISTING CUER 08-29-16 09-19-16
DEPTH A.C STANDARD PLAN #1
EAST BORONDA ROAD TYPICAL SECTION
N. T.S. STA.
1+00 0 2+83.14
SAN JUAN GRADE ROAD TYPICAL SECTION
4+05 TO 10+53+
& SPEC., SEE STANDARD PLAN #I FR IINE
- CONSTRUCT 4" CONCRETE
R/W OVER SAND CUSHION, N. T.S
SEE TO. PLAN IN FR IINE
R/W - 6.5" AC PAVEMENT 09-19-16
- 1844 м. -
- S MAX 68'‡ (VARIES) FILE PATH:
SCALE:
EXISTING PAVEMENT SAMUT (2
- EXISTING PAVEMENT PANEMENT WITH AOL DEPIN AC. 18080505 REMOVE THE EXISTING A.C. DIKE 1 MATCH THE EXISTING.
10" CLASS
AGGREGA
COMPACT NATIVE
MATERIAI PER GEOTECH'S
REMOVE EXISTING CURR AND CITTER _ RECOMENDATION C CONSTRUCT TYPE C
THE EXISTING MEDIAN CURB AND PAVEMENT ON COMPACT NATIVE - -EXISTING PAVEMENT
SALINAS STO MATERIAL
REMOVE FISTING PAVEMENT. MEDIAN CURB -
& SPEC. STD. PLAN#i A.C. CURB DETAIL
(STD. PLAN #1) N.T.S. STA. 10+34.90 TO 11+86.80
EAST BORONDA ROAD TYPICAL SECTION EAST BORONDA ROAD TYPICAL SECTION N.T.S STA. 9+40 TO 13+47.20+
N. T.S. STA. 2+83.14 TO 5+03.96 FAX 925-943-2778
ENGINEERING
" SEE SHEA 05-47 MRU 05-4,5 801 YGNACIO VALLEY ROAD
SEE NOTE 2- WALNUT CREEK, CA 94596
CONSTRUCT 4" • REINFORCE 925-943-2777
CONCRETE - CONSTRUCT TYPE 'C' CURB & ONCRETE PAVEMENT
MILAN AND CUSHION, SALINAS STD. SUITE 220
SVESTO. & SPER. SEE STANDARD PLAN STO 1-1/2
R/W
ER LINE
FLOW ams
• FXISTING PAVEMENT
CONCRETE AREN/
•CLASS 2 AGGREGATE BASE
65" AC PAVEMENT
COMPACT NATIV
MATERIAL PER GEOTECH'S CONTESTANTA PLA
CALIFORNIA
LACE 1/4" THICK EXPANSION JOINTS FULL' WDTH 20' ON CENTER. DEEP SCORE AT 10' INTERVALS JOINTS, AS SHOWN.
EAST BORONDA ROAD TYPICAL SECTION
WEEN SHALL BE PER CITY OF SALINAS STD. & SPEC.
NTS
5+03.96 TO 5+73.92+
CONCRETE DRIVEWAY DETAIL
N.T.S.
-CONSTRUCT 4" CONCRETE CONSTRUCT TYPE 'C' CURB & - S REPLACE N DETAILS OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD
SAND CUSHION SALINAS STD
& STEPS STANDARD PLANT DEP TEXISTING.ATCH DETAIL
PAVEMENT WITH 10 SHEET OS-
- 3 CONCRETE
- 41' (VARIES) - 58.21'# (VARIES) DEPTH ACE STING INCRETE PAVEMER
EB LINE FYISTING DAVEMENT OR REBARS SEE DETAIL-
O SHEET OS-3.2 L (MAX)
SU LINE LASS
2% (MIN.)
- EXISTING PAVEMENT
Г EXISTING PAVEMENT
SALINAS
REMOVE THE EXISTING CONSTRUCT MEDIAN CURB TYPF
•S AREPLACE THE ENSING 2" SAND CUSHION -
AND IRRIGATION
OVER 10" SPEC. STANDARD PLAN TA
MATERIAL PER GE TECHS • CONSTRUCT MEDIAN CURB SEA LANDSCAPE/ARCHITECTURAL - COMPACT NATIVE
CONSTER STANDARD PLAN S
RECOMENDATION GEOTECH'S
RECOMENDATION
SAN JUAN GRADE ROAD TYPICAL SECTION BUS TURNOUT SECTION OS-3.1
EAST BORONDA ROAD TYPICAL SECTION
N. T.S. STA. 0+98 TO 4+05 N.T.S. PROJECT 06-1975
N TC
STA. 5+73.92 TO 9+40+
BUS STOP PAVEMENT SPECIFICATIONS H. And cole
- 15% DESCRIPTION PLAN CHECK COMMENTS
1. WHERE A PORTION OF THE EXISTING SURFACING IS TO BE REMOVED, THE OUTLINE OF THE AREA TO
RAISED TRUNCATED DOME
20% MaX/ OF SIDENRE
NOTES:
URBS AND CONCRETE BUS PAD SHALL CONFORM TO THE PROVISIONS IN SECTION 73, "CONCRETI Ised ter corner DETAILA 20% Max
CASE B
PLAN VIEW PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE PROVISIONS IN SECTION 90. "PORTLANI CEMENT CONCRETE," OF THE 1992 CALTRANS STANDARD SPECIFICATIONS 12" #3 DOWELS AT 2'O.C. (IF CURB & SEE DETAIL A
SIDEMALK PLANTING. 3. Configure on must be similar to that shown for Deal s 09-19-16
4. side or che Case & rang hath be constructed in revers the fition. • 10'- 12' (VARIES)
-DEEP JOINT 20% Max 5. but he minimum ratin or the tamp share mega not do parallel, BEEN PLACED.
MEATINGT CASE E CAST G
20% MO
LOWLINE TOP
SEE NOTE 9
- 75 a 13 mon
/ 10" P.C.C. (CLASS CASE E SECTION A-A
ANISHINGRETE WORK SHALL BE WATER TESTED IN THE PRESENCE OF THE ENGINEER BEFORE FINAL. N.T.S nickness, "7", snall be 3/2" minimum.
SECTION A-A
NO SCALE REINFORCED CONCRETE
PROJ. MGR: AS
•CLASS "A" P.C.C
DEEP JOINT - DEPTH #5 BAR AT 18" O.C. FILE PATH:
EQUALS TO 1/3 OR MORE
OF SLAB THICKNESS -EXIST STREET
SECTION
10" P C.C.
- #5 BAR
6" A.B.
-AGGREGATE
RASE
SECTION B-B
6. EPOXY SHALL CONFORM TO THE PROVISIONS IN SECTION 95, "EPOXY," OF THE CALTRANS STANDARI I CROSA I PROVED
DETAIL/ DEPARTNENT OF AHANSPOATATION
VOTE. COO CoCAICINATIONO DECEP TO CHECTONE 9 NO SCA
TYPICAL CURB RAMP DETAILS
NO SCALE
A88A
BUS STOP PAVEMENT SPECIFICATION
NTS
- RECESSED AREA FOR 1/2 LIFTING BOL
associates, inc. PLANNING ENGINEERING
CHECKERED PATTERN DETAIL
- ALUMPLATE
SECTION D-D
ROOF BOW
SPOTION A-A
GENERAL NOTES CALIFORNIA
TRIPLEA CROSSVALKS SHOULD BE USED AT
END ELEVATION
END ELEVATION FRONT ELEVATION
SECTION C-C
OENERAL NOTEC
STN STL BOLT • VE
ALUM CROSSBEAM- FREE OF BUSTERS, BLOWHOLES, AND COLD SHU GAST IRON,
DETAILS OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY
SECTION B-B
6020E AND COVER SEALER ERICAN ASS AND FOUNDRY
TRIPLE-4 CROSSWALK DETAIL "TYPE G" RAISED PAVEMENT MARKER DETAIL
PLAN VIEW
- 31/2" MIN EMBED
PERIMETER OF SCREW -
CROSS WALK DETAIL SECTION
N. T.S. STANDARD PLAN
SECTION ELE DETAIL'E
2000 Amau 8
OS-3.2 06-1975
GENERAL NOTE:
RAWNG NOT TO SCALE.
AS SEE HATE NO DI
RED PER CIT A 12 MUM DE BE MEATY SANCE ON TRUE LINE
08-29-16| PLAN CHECK COMMENTS 09-19-16 PLAN CHECK COMMENTS
CURB LINE-
-OR FROM GUTTER US ONLY
RAN ENE NO SANTARY SEMENA LNES PROVE
PAL NOT E XISTING OR NEW ISLAND NOSE EXISTING OR NEW TAPERED ISLAND THEN IN BRON CRUSHED ROCK OR SLURRY CEMENT BACKFILL. SHALL NOT BE
COUP OP TO BALL DATE
STAKING DETAIL
PLAN VIEW SEE NOTE A.C. IMPROVED AREA:
(6=1x80°)
13. TEASE TO TO ERNES DEP ROUTOM CA BE ADAUSTED
REV
STADET IN
1. DRAWING NOT TO SCALE
PAG) GE NOTE NO. 95T
RECT OUT SCIES
S-CON AwA
GENERAL NOTES MGR:
GENERAL NOTES
DRAWNG NOT TO SCALE
DATE:
8. UPON APPROVAL OF THE CITY ENGINEER, THE ROOT
BENCHMARK SHALL BE NADE HE TIE OF CORER CHIN A MASKED 9. PO. 10 SEAR AGE STANDARTY STANDARD PLAN 9. BORDER AND LEGENDS, A EVER UNITE A BLACK
ELEVATION VIEW
10. TYPE OM1-3 SIGN SHALL BE YELLOW 3M DIAMOND GRADE CUBE
AINTED MEDIAN IS
• TAPER CIT ENNESE TAPERED ISLAND SHALL BE DETERINED 1% PEROW NO LAG LATER, NTH EVENTRANG REPTECT VETE
PCC IMPROVED AREAS
TALK ONE SANDRO PLAN NO.
DEVELOPMENT & ENCINEERING SEPVICES NEDARTMENT DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT VEI ADMENT 9 CACINCEDING CEDMIRE NCDADTRACAIT
STREET TREE PLANTING STANDARD PLAN MEDIAN ICLAND DETAIC TRENCH BACKFILL AND SURFACE RESTORATION
HENCHMARK FOR CLEAT ON CONTROL STANDARD PLAN CTANNADD DI AN SURVEYING 5000. Durau Dao Oman 11 14 16
_YONACIO VALLEY ROAD ENGINEERINC
SE STANDARD PLAN AND 29 R
GENERAL NOTES - AS DESIGNATED ON PLANSOE
AS DETONATED ON PLANS E ASIM NO. 362-1962
AMUN OF ARUSTMENT RING
PRECASTED UNLESS OTHERWISE SPEE ENL
MRS NOV IN
TO BA REBAR AT ams issociates. inc. PLANNING
H CURVED FORMS A
BEEHVE (SEE NOTE NO. 3)
NOT NOTE SEE CALIFORNIA
3. - 3 PLUS OD, OF PIPE UNLESS AS REBAR 12° 0c. FOR ROAST ANY 10 A MAN A * NO CRETE AN
FOR pipes
ANGIE MATCH
DETAILS OFFSITE IMPROVEMENT PLANS FOR VEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY GENERAL NOTES * REBAR AT 12°
GENERAL NOTES
2 TREAD ROVED AND LOYAL ENCINEA R-2510 OR ALHAMBRA A-1210
SECTION A-A
3. HOEVATER GRATE SHALL BE NEENAH R-2360 OR ALHAMBRA A-1215 (OR BEARING SURFACES OF FRAME AND COVER SHALL BE MAC
GENERAL NOTES
* ALL FRAMES AND CRATES SHALL BE CAST IRON, ALL FRAME AND GRATE SIZES %. PEC. SHAL BE CLASS 2, CONSTRUCT PER SECTION SI OF THE GITY SALINAS
SECTION B-B
DETAIL OF RENFORCEMENT DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
DEVELOPMENT ENCINEERING SERVICES DETENTE
DEVEI OPMENT & ENCINFFRING SERVICES DEPARTMENT PIT OF CAL INAC
CITY OF SALINAS
TYPE "F" CATCH BASIN STANDARD PLAN TVDE "AR ZAN UPE MANUOI C MANHOLE FRAME AND COVER
TVRE IN CINE ARENA AARPU DICIN TAND DIA CTANDADD DE AA
OTANMADD DI AN
22 24 Dada Russel 25 Dao Rusale 27 OS-3.3
ROBERT C. RUSSEL, OTY ENGIN 06-1975
HEET
38° MAX CLEARAN LENGTH AS RECURR
DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
24" WIN CLEARANC
CASE B:
09-19-16
2 MA D
GENERAL NOTES
ERO TO ENSURE NOT AROUND
2 MIN. 10 6 MAX N.T.S
SHANDARD PLAN NO PER CITY 09-19-16
MACE A.
GENERAL NOTES B NO THE READ LATERAS SHALL BE MADE DATE:
GENERAL NOTES
1. DRAWING NOT TO SCALE
GENERAL NOTES
9. RESURE FROR 8 ACE OLY ENGER SHALL BE
LE MECH OUT E ROUND HOE A RECORD VE IS AS ME TO PA CRE 2. BETA POSINE PRESSURE ON ALL SURFACE SHALL BE GROUND TO PY
3. FATE CITY ENGN CHAL DE PINKERTON A-I (OR APPROVED EQUAL. 2 MM, SAND CHI
4. FRAME AND COVER SHALL HAVE A MAMUM WEIGHT OF 125 LBS. SECTION B-B
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
CITY OF SALINAS DEVELOPMENT & ENGINPERING SERVICES BEPARTMENT
SEWER SADDLE CONNECTION STANDARD PLAN FLUSHING INLET FRAME AND COVER STANDARD PLAN STANDARD PLAN
FIRE HYDRANT LOCATION STANDARD PLAN
0000 Dua 29 30 33 34
200o Ousan
301 YGNACIO VALLEY ROAD 925-943-2777 FAX 925-943-2778
LANELINE (CARANS STD, PLAN ADE, DETAL. 28)
SET FRAME ON P.GC. COLLAR MAINTANNING COVER, LABE EXISTING STRUCTURAL.
URB MARKING (TYP
+
PARALLEL STALL DETAIL
LEGEND
TWO WAY LEFT TURN LANE • MAKER (ON REFECTINE
2002527201 MARKEY NOW REFLECTIVE S
C 2 MIN. (TYP.)
DETAIL "A" STEEL VALVE BOX DETAIL CALIFORNIA
REFLECINE -CHE ANTENSITY
EATING STRUCTURAL (CHIANS ST, PLAN A00 REFER TO ATY
WHITE STOP
COOL
RAISED MEDIAN ISLAND
TEST COCKS DETAILS OFFSITE IMPROVEMENT PLANS FOR VEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY
GENERAL NOTES
1. DRAWING NOT TO SCALE. PARKING TEE DETAL MARKER DETAI 2 SET OF APPROVED A CEO PRETENT ON ASTE BREE
- SEE DETAIL *A"
GENERAL NOTES
- ARE OR A WITE THE CHAST LA LANE
CONCRETE VALVE ROY DETAI * NOVE FISHED GRADE AND NOT SURE TO ALONE GENEDAL NOTEC B. PRESSURE TEMPERATURE ARE VALVE NATALION LLO
DRAWNS NOT TO SCATE
SALINAS
2 P.C.C. SHALL BE CLASS *3* AND CONSTRUCTED PER SECTION
ALL CASINGS SHALL BE GRAY CAST IRON CONFOR RED ZONE SHALL BE RED RE
CITY OF SALINA
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT THERMOPLASTIC STRIPING
CANNA DIN
VALVE BOX INSTALLATION
STANDADD DIAN
•ASSEMBLY AND INSTALLATI PREVENTER STANADA DI AN
10/21/2008
Dada Dune 37A Dada Qurasu 37B OS-3.4
0a0o-Durauu 35 Daa Duane 36 ROBERT C, RUSSELL, CITY ENGIN 06-1975 ROBERT C. RUSSEL CITY ENG ROBERT C. RUSSELL, CITY ENGINEER
TWO LANE SHE- MULTI-LANE STREE
DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
BIKE LANE LINE
FOUR LANE SIRESWIH TURN "DETAL "O"
LAND ALINICHSECTION
12. l
08-29-16 09-19-16
→ BIKE SYMBOL WITH ARROW
DETAIL "A BIKE LANE LINE AT INTERSECTION
d'a from
MITH MEDIAN ISLAND
1 f 09-19-16 N. T.S
AREA * 8: S6. FT.
BIKE LANE DROP
PROJ. MGR: FILE PATH:
STRAIT AND COMBET GENERAL NOTES
DRAWING NOT TO SCALE
LANE LINE STRIPE 2. LOCA SONAND PLACEMENT DE CONTROL POINTS AND PREMINARY MARKINGS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGIN • LOCKINGS ARE SUBET TO A PROVAL BE THE GI ENGINEERAT GENERAL NOTES
RIGHT LANE MERGE ARROW LOANIN AND RACEMENT COET OR A BY THES (FOR LEFT MERGE ARROW USE MIRROR IMAGE 3. MINOR VARIATIONS IN DIMENSIONS ARE SUBUECT TO APPROV
CITY OF SALINA
CITY OF SALINAS CITY OF SALINA CITY OF SALINA
STANDARD PLAN PAVEMENT MARKING LEGENDS AND WORDS PAVEMENT MARKINCS ARROWC BIKE LANE
STANDARD PLAN STANDARD PLAN STANDARD DI ANI
0000 Ruraure 38
SAND TRE 39 40 41
associates, inc. PLANNING ENGINEERING SURVEYING
ACCEPTABLE DEVICES WORK AREA TRAFFIC CONTROLS
SPASS AT 2 MINIMUM
ams
TRADE MOM
- 12° WAITE UNIT LNE IN
CALIFORNIA
SINGLE YELLOW APPROACH NOT АСОСОТАр! С пСуоно
TITY SON POST
ND/OR TRA
ADVANTMEN AT AND
25 UTE POE POSTA
DETAILS OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY *HE PAEHEN MAR TO TY OF
25 dols L = us + 60
12° WHITE LIMIT UNE IN
GENERAL NOTES
DOUBLE YELLOW APPROACH CENERAL NOTES
SALINAS
• WHITE THERMORLASTIC SHALL BE USED ON STANDARD CROSSWALKS. YELLOW THERMOPLASTIC SHALL BE USED FOR SAFE ROUTE TO SCHOOL
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT IGNERING SERVICES DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT TITLE: CHANNELIZATION DEVICES
OTANADM DERA CROSSWALK STANDARD PLAN TITLE: TYPICAL LANE CLOSURE
STANDARD PLAN
10/21/2008
000Оuaeu 43 44 45 46 OS-3.5 06-1975
ROBERT G. RUSSELL, GITY ENG
CIENCMAL NOIC
TYPICAL LOCATIONS
SERVICE POLE USER BY UTUITY CO
L BE RED WITH A WHITEAL BOLO CHETER
BASE COVERE DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
SECTION A-A SECTION B-B
TYPICAL SERVICE POLE DETAIL
DETAIL "A"
AoL DElAi
GENERAL NOTES DATE 919-16
WORK
BASE PUTE HOLE
-BELOW FINISHED GRADE
CHANNELIZED INTERSECTION
STOP
GENERAL NOTES
- 3-0-
ELECTROLIER BASE DETAIL IN PARKWAY
PARKING AREA STREET LIGHT FOUNDATION STREET LIGHT FOUNDATION • IS AL ALL MATERIAL TURNSH AND DATE. DESIGNED:
GENERAL NOTES
LOCATION SEE CITY STANDARD PLAN NO. 52.
6. FOR STREET A DEALS AND PULLBOX INSTALLATION
2 SAGAR SPECIANS, TETRODE AND PUTS . 7. EAT START OF SO NUMBER LOCATON DETAL SEE FOR FUSE CONNECTOR SEE CITY STANDARD PLAN NO. 50. PLAY NO SACE SECTS AND AD FUSE CONNECTOR 7. FOR FUSE CONNECTOR SEE CITY STANDARD PLAY NO. 50.
10. STANDARE PLAN NO, UNDATION SEE CITY • STREET CHINE PULBOX COVERS SHALL BE LABLED 5 CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS 11. ELATE NS THE LEARE READ.
DIVISIONAL ISLAND TYPICAL UNDERGROUND DETAIL
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
P.C.C. LIGHTING FOUNDATION
STANDARD PIAN FUSE CONNECTOR CITY OF SALINA
STANDARD PLAN
TRAFFIC SIGNS (STOP/YIELD STANDARD PLAN
10/21/2008
STANDARD PLAN
Dada Runau 2a00-Ruacu 50
48 51
TOELECTRIC CELL/BALLAST SEE NOTE NO. 5-
associates, inc. PLANNING ENGINEERING
147% 50
LUMINAIRE ARM CONNECTION
CENERAL NOTES
SPECCATONS, ELECTRIC CODE, AND PAL GO. TO THE CITY STANDARD 31225
CALIFORNIA
NO. NOTE - SEE NO
HE SHE TENT WHOER PICKNESS SHARE BE ARE 0.196 (08 GA 8,000 AND 10' MIN, FOR CONMERCIAL 10 ALL CONCRETE SHALL BE CLASS 3* PER CITY STANDARD SPECIFICATICN - NOTE NO DETAILS OFFSITE IMPROVEMENT PLANS FOR SALMAST BORONDA BONER SAN MANGALORRA MONTEREY MAST ARM DATA 1A. FOR STANDARD PLAN NO. DETAN, UNDERGROUNO SERVICE, AND BASE DETAIL SEE
15. HOTTACE SHALL BE IS MA POES UNLES TALES NOTED ON ON ALL OTHER
17. COAD, SO ANNUM UNDER ROADWAY OR PROPERTY EASE AND RAISED MEDIAN
19. CONSTRUCTION OF STAB IN POLES SHALL NOT BE PERMITTED
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
CITY OF SALINA
TITLE: STREET LIGHT POLE AND NUMBER LOCATION
STANDARD PLAN
0000-Ousaш 52
'''0-3 06-1975
1,5, MPH
STA: 2+83.14 OFF: 69.19*L 104.40 STA: 3+99.91 MATCHLINE SHEET OS-4.1 SHEET OS-4.2 EXISTING RIGHT-OF-WAY CONFORM T0 GRAPHIC SCALE
N47• 21' 20"E SAN JUAN GRADE ROAD & STA: 1+50.00 EX C 105.55+ CA. I EN A : 3+27.5 -PYLON SIGN (SEE SIGNAGE PLAN BY OTHERS PLAN CHECK COMMENTS STA 5+00
ISING SIGNS
SIDEWARM TO EXISTING STA: 4÷71.60
NEW R/W LINE
DATE
L0"8S" STA: 5+00.00
FS: 103/85
FS 104/2 FS 163:78 REV +
- 0,32% R72.5
L 103.58
09-19-16
DESIGNED: CHECKED: PROJ. MER. AS
SJ LINE 50.26 R/W = 103 60 DRAWN.
CALIFORNIA WA 1 0 04 06 0 7 944 EL NFORM TO EXISTING
COMPANY'S DECEN
-EB LIN
1+0942'39'10"W 587.12' MON- MON 2+00 3+00
VO U-TURN SIGN
FOUND MONUMENT N472120E 0.14 SURVEYING
EAST BORONDA ROAD
YGNACIO VALLEY ROAD SUAL CREEK, CA 94596
CONCRETE CURB & GUTTER inc. PLANNING ENGINEERING
NO PARKING -
AND BIKE LANE
SIGN EXISTING RIGHT-OF-WAY.
TO 104,944 STA: 4+70.25
CIVB CONFORM TO EASIN
STA: 3+76.29 OFF: 2.81R FL 104.44‡ (VERIFY) FL 104.33+ (VERIFY) MATCHLINE SHEET OS-41 STA 5+00 SHEET OS-4.2 ams NO PARKING associates.
AT SIGN
SLB-
NOTES: 16. INSTALL STREET LIGHT PER CITY'S STANDARD AND SPECIFICATION. THIS INCLUDE LIGHT POLE, POLE FOOTING, 34) INSTALL LANDSCAPING AND IRRIGATION ON MEDIAN ISLAND. SEE LANDSCAPING AND IRRIGATION PLANS. 35) SEE ONSITE PLANS SHEET C-7.1 AND C-7.3 FOR SEWER CONNECTION TO EXISTING. CALIFORNIA I SAWCUT (2' MIN) FROM LIP OF GUTTER, REMOVE AND REPLACE THE EXISTING PAVEMENT CONFORM TO EXISTING. PULLEROY AND CONDUITS VERIFY THE LOCATION WITH CITY INSPECTOR PRIOR TO INSALLATON ( ce CRE SEE CITY STANDARD PLAN #16 FOR PAVEMENT SECTION SAWCUT ON NEW UTILITIES. LIGHTING PLANS) POLE AND MAST SHALL BE PAINTED LIQUID BLACK 36) CONSTRUCT THE SIDEWALK PER THE CITY'S STANDARD'S AND SPECIFICATION'S ADJACENT TO EXISTING SIDEWALK. (SEE MEDIAN ISLAND DETAILS PER CITY OF SALINAS STANDARD AND SPECIFICATION STANDARD PLAN 14 (ADD MATCH EXISTING 2 CONTRUCT CURB AND GUTTER TYPE C PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 3 REMOVE THE CONCRETE PAD & ROAD MARKER SIGN
3. CONSTRUCT CONCRETE MEDIAN ISLAND TYPE B PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 INCIDIOT CONADETE CINEWALK DED CITY'C CTANDARD AND CDECIFICATION CTANDARD DIAN O 8)INSTAL BUS STOP CAN BE SO PENCE AND BE CD C C 58, 6" (MIN) WIDE OPENING THRU NEW MEDIAN CURB FOR DRAINAGE. SPACING DISTANCE SHALL BE 10' (MIN.)
5. CONSTRUCT CONCRETE VALLEY GUTTER PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 19) EXISTING TREE TO BE REMOVED. 39, CONSTRUCT 6" A.C. CURB LEGEND: EAST BORONDA ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY REMOVE THE EXISTING CURB OR CURB & GUTTER. 20. INSTALL 2" IRRIGATION METER WITH BFP NOTES:
@ INSTALL POST INDICATOR VALVE (PIV). EVICTING TOCCO TO DE DENNE
DEMAME DIC CAD DENNU (CANTDATAD TO CONDINATE WITH TRANCIT ALITUADITY DRIND TO DEMAVAI 8 REMOVE THE EXISTING PAVEMENT. 22) INSTALL FIRE DEPT CONNECTION (FDC). 23) REMOVE OR RELOCATE THE EXISTING SIGN. SEE STRIPING & SIGNAGE PLAN. EXISTING PAVEMENT TO REMAIN UNLESS
9. REGRADE THE EXISTING DITCH AND CONSTRUCT STORM DRAIN INLET TYPE F PER CITY'S STANDARD AND
OTHERWISE NOTED ON THE PLANS
CDECIEICATION 24) REMOVE THE OVERHEAD LINE AND POLES, AND UNDERGROUND THE OVERHEAD LINES, SEE JOINT TRENCH PLANS
SAW NE IT OF WORK
1O. REMOVE THE EXISTING TRAFFIC SIGNAL AND LIGHT. SEE TRAFFIC SIGNAL PLANS. 25) RELOCATE THE EXISTING STREET LIGHT.
I CONSTRUCT TYPE A ADA PEDESTRIAN ACCESS RAMP PER 2015 CALTRANS STANDARDS. 26, ONE WAY ONLY SIGN. SEE STRIPING AND SIGNAGE PLAN. 12) INSTALL FIRE HYDRANT PER CITY AND CALIFORNIA WATER COMPANY'S STANDARD AND SPECIFICATION. 27) ADJUST THE EXISTING MONUMENT BOX TO GRADE. SEF CITY STANDARD PIAN & SALINAS
4. FOR CROSS SECTION OF STREETS FOR NEW IMPROVEMENTS SEE SHEET OS-3.1. BASIS OF BEARINGS; 28) REMOVE THE EXISTING SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW SIDEWALK PER CITY'S STANDARD AND (ZINCTAL " WATED METED WITH BED AND " WATED CEDVICE DED CALEORNIA WATER COMPANIES STANDARD'S 5. FOR CURVE DATA AND INFORMATION SEE STRIPING PLANS SHEETS OS_6.1 AND OS_ O
RECORD NO SURES
COENTION CANCAN TA CVICTINA
AND SPECIFICATON'S 6. FOR SLURRY SEAL AREA SEE STRIPING PLANS SHEETS OS-6.1 AND OS-6.2. 29) EXISTING WATER WELL TO BE ABANDONED. 7. THE CONTRACTOR TO SUBMIT THE TRAFFIC CONTROL PLAN TO CITY FOR APPROVAL PRIOR TO (4 INSTALL 6" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 30, CONSTRUCT REINFORCED CONCRETE BUS STOP (SEE DETAIL 5 SHEET OS-3.1) BENCHMARK: OS-4.1 SHEET OS-3.4 8. GALVANIZED POLES WITH BLACK LIQUIS ANE.) SHALL BE PAINTED BLACK. POLE/ARM MASTS SHALL BE 31) CONNECT TO EXISTING WATER MAIN. 06-1975
(INSTALL 12% DOUBLE DETECTOR CHECK VALVEMPER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 32) REMOVE THE EXISTING SIGN (CONTRACTOR TO ASK DEVELOPER BEFORE REMOVING THE SIGN). 9. STREA GIC SHARE POT SHOPS DRAMING TO THE CITY FOR APPROVAL PRIOR TO ORDERING ANY POLES, 33) LANDSCAPING SETBACK. 10. CONTRACTOR TO SUBMIT SHOPS DRAWING FOR BUS SHELTER AND ANY OTHER FURNITURE TO MONTERZEY =192.91 NAVD 88 DATUM NOTES:
10 INSTALL STREET LIGHT PER CITY'S STANDARD AND SPECIFICATION. THIS INCLUDE LIGHT POLE, POLE FOOTING, 34) INSTALL LANDSCAPING AND IRRIGATION ON MEDIAN ISLAND. SEE LANDSCAPING AND IRRIGATION PLANS. • SAWCUT (2' MIN) FROM LIP OF GUTTER, REMOVE AND REPLACE THE EXISTING PAVEMENT CONFORM TO EXISTING. PULL BOX AND CONDUITS) . VERIFY THE LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION (SEE STREET 35, SEE ONSITE PLANS SHEET C-7.1 AND C-7.3 FOR SEWER CONNECTION TO EXISTING.
SEE CITY STANDARD PLAN #16 FOR PAVEMENT SECTION SAWCUT ON NEW UTILITIES. LIGHTING PLANS) POLE AND MAST SHALL BE PAINTED LIQUID BLACK.
CONTRUCT CURB AND GUTTER TYPE C PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 36) CONSTRUCT THE SIDEWALK PER THE CITY'S STANDARD'S AND SPECIFICATION'S ADJACENT TO EXISTING SIDEWALK. 17 SEE MEDIAN ISLAND DETAILS PER CITY OF SALINAS STANDARD AND SPECIFICATION STANDARD PLAN 14 (ADD MATCH EXISTING
3. CONSTRUCT CONCRETE MEDIAN ISLAND TYPE B PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN REQUIRED SIGN AS INDICATED). 3 REMOVE THE CONCRETE PAD & ROAD MARKER SIGN CONSTRUCT CONCRETE SIDEWALK PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 2 GRAPHIC 18 INSTALL BUS STOP SIGN, BUS STOP BENCH AND BUS STOP SHELTER. SEE DETAIL 6 SHEET OS-3.1 38. 6" (MIN) WIDE OPENING THRU NEW MEDIAN CURB FOR DRAINAGE. SPACING DISTANCE SHALL BE 10' (MIN.) SCALE DESCRIPTIOA PLAN CHECK COMMENTS PLAN CHECK COMMENTS CONSTRUCT CONCRETE VALLEY GUTTER PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 (19 EXISTING TREE TO BE REMOVED. 39) CONSTRUCT 6" A.C. CURB REMOVE THE EXISTING CURB OR CURB & GUTTER. 20) INSTALL 2" IRRIGATION METER WITH BFP.
REMOVE BUS STOP & BENCH (CONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITY PRIOR TO REMOVAL.) (1 INSTALL POST INDICATOR VALVE (PIV).
8. REMOVE THE EXISTING PAVEMENT.
22 INSTALL FIRE DEPT CONNECTION (FDC).
0 REGRADE THE EXISTING DITCH AND CONSTRUCT STORM DRAIN INLET TYPE F PER CITY'S STANDARD AND 23) REMOVE OR RELOCATE THE EXISTING SIGN. SEE STRIPING & SIGNAGE PLAN.
LEGEND:
SPECIFICATION.
[I REMOVE THE OVERHEAD LINE AND POLES, AND UNDERGROUND THE OVERHEAD LINES. SEE JOINT TRENCH PLANS. DATE 08-29-16 09-19-16 1D REMOVE THE EXISTING TRAFFIC SIGNAL AND LIGHT. SEE TRAFFIC SIGNAL PLANS. 25 RELOCATE THE EXISTING STREET LIGHT. EXISTING TREES TO BE REMOVED I CONSTRUCT TYPE AN ADA PEDESTRIAN ACCESS RAMP PER 2015 CALTRANS STANDARDS. 26 ONE WAY ONLY SIGN. SEE STRIPING AND SIGNAGE PLAN. 12 INSTALL FIRE HYDRANT PER CITY AND CALIFORNIA WATER COMPANY'S STANDARD AND SPECIFICATION. EXISTING PAVEMENT TO REMAIN UNLESS 2 ADJUST THE EXISTING MONUMENT BOX TO GRADE, SEE CITY STANDARD PLAN 8.
SHEET OS 43 OTHERWISE NOTED ON THE PLANS REV * BY
13. INSTALL 2" WATER METER WITH BFP AND 2" WATER SERVICE. PER CALIFORNIA WATER COMPANIES STANDARD'S 28) REMOVE THE EXISTING SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW SIDEWALK PER CITY'S STANDARD AND
SAWCUT LINE (LIMIT OF WORK)
AND SPECIFICATION'S. SPECIFICATION, CONFORM TO EXISTING. 1 INSTALL 6" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 29 EXISTING WATER WELL TO BE ABANDONED.
SHEET OS-3.4 30) CONSTRUCT REINFORCED CONCRETE BUS STOP (SEE DETAIL 5 SHEET OS-3.1) 1"= 20' (15 INSTALL 12" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 31 CONNECT TO EXISTING WATER MAIN. 89°62 +01: MGR: AS 32 REMOVE THE EXISTING SIGN (CONTRACTOR TO ASK DEVELOPER BEFORE REMOVING THE SIGN). HECKED:
0S-3.4. DATE.
33) LANDSCAPING SETBACK.
STA: 7+90 " STA: 8+75.65 OFF: 56.26 L
KWK 103.2 T BE 36 RET -FL 99.55 ;
-0.40% →
DETAI
STA: 5+87.12 PVI NO V.C INSTALL FL 100.14,
BKWK 102.43 13' BUS SHELTER GR=98.22
- NEW R/W LINE INV=92.5+
SURVEYING
-FL 99.24
STA: 9+33.10 0+00 125-343-374 CA.2.525-943-778
8"6"8" TEF
-0.61%1 SUI GNACIO VALLEY ROAD
EAST BOROND
2C 101 16
- 0,52%
-PA NO V.C STA: 7+64.52
4-101.46
STA: 7+87.14 | FS 101.30+ (VERIFY) ams
ȘTA: 7+27.59 1013280
FS 102.
51285-
CALIFORNIA
- EB LINE
→ ETVB STA 10+50 & MATCHLNE
FS 102.10+ (VERIFY) DARTMOUTH WAY
- 64295, R=1000.00 TSBE
SHEET OS-42 SHEET
FS 103.47‡ (VERIFY) SLB OS-43
NOTES;
STA: 5+73.92 EAST BORONDA ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD
STOP SIGN
WATER SERVICES DOMESTIC
TSB BALLET CONSTRUCTON SO SOCON RACTED.
"BUS STOP SIGN NO PARKING
RIGHT LANE MUST
EXISTING RIGHT-OF-WAY - TURN RIGHT SIGN
SHEET OS-4.2 FORCIAL RESUS EACH ON SEACE E DONATED A CAL ORNA WATER FAR 58
4. FOR CROSS SECTION OF STREETS FOR NEW IMPROVEMENTS SEE SHEET OS-3.1. SALINAS VATCHLINE SHEET OS-41 BASIS OF BEARINGS: 5. FOR CURVE DATA AND INFORMATION SEE STRIPING PLANS SHEETS OS-6.1 AND OS-6.2.
6. FOR SLURRY SEAL AREA SEE STRIPING PLANS SHEETS OS-61 AND OS-E EAST BORONDA ROAD, AS SHOWN ON RECORD OF OR RECORI 7. THE CONTRACTOR TO SUBMIT THE TRAFFIC CONTROL PLAN TO CITY FOR APPROVAL PRIOR TO
BASIS OF BEARINGS SURVEYS PAGE
STA 5+00 ALL STREET FURNITURE (POLES, POSTS ETC.) SHALL BE PAINTED BLACK. POLE/ARM MASTS SHALL BE BENCHMARK: OS-4.2
SORE LIGHTS, RAF MUT SHOPS DRAWING TO THE CITY FOR APPROVAL PRIOR TO ORDERING ANY POLES, PROJECT 06-1975
10. CONTRACTOR TO SUBMIT SHOPS DRAWING FOR BUS SHELTER AND ANY OTHER FURNITURE TO MONTEROEY NOTES: INSTALL 6" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 26. ONE WAY ONLY SIGN. SEE STRIPING AND SIGNAGE PLAN.
I SAWCUT (2' MIN) FROM LIP OF GUTTER, REMOVE AND REPLACE THE EXISTING PAVEMENT CONFORM TO EXISTING. SHEET OS-3.4 27. ADJUST THE EXISTING MONUMENT BOX TO GRADE, SEE CITY STANDARD PLAN 8 SEE CITY STANDARD PLAN #16 FOR PAVEMENT SECTION SAWCUT ON NEW UTILiTIES. 28) REMOVE THE EXISTING SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW SIDEWALK PER CITY'S STANDARD AND
15. INSTALL 12" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 (2.) CONTRUCT CURB AND GUTTER TYPE C PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 SPECIFICATION, CONFORM TO EXISTING.
SHEET OS-3.4. 29 EXISTING WATER WELL TO BE ABANDONED. GRAPHIC SCALE
3. CONSTRUCT CONCRETE MEDIAN ISLAND TYPE B PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 16 INSTALL STREET LIGHT PER CITY'S STANDARD AND SPECIFICATION. THIS INCLUDE LIGHT POLE, POLE FOOTING, PLAN CHECK COMMENTS PLAN CHECK COMMENTS ) CONSTRUCT CONCRETE SIDEWALK PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 2 30. CONSTRUCT REINFORCED CONCRETE BUS STOP (SEE DETAIL 5 SHEET OS-3.1)
PULL BOX AND CONDUITS) VERIFY THE LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION (SEE STREET 31) CONNECT TO EXISTING WATER MAIN.
CONSTRUCT CONCRETE VALLEY GUTTER PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1
LIGH IING PLANS) POLL AND MAST SHALL BE PAINTED LIQUID BLACK 32) REMOVE THE EXISTING SIGN (CONTRACTOR TO ASK DEVELOPER BEFORE REMOVING THE SIGN.
6. REMOVE THE EXISTING CURB OR CURB & GUTTER. I SEE MEDIAN ISLAND DETAILS PER CITY OF SALINAS STANDARD AND SPECIFICATION STANDARD PLAN 14 (ADD REMOVE BUS STOP & BENCH (CONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITY PRIOR TO REMOVAL.) (53) LANDSCAPING SETBACK.
REQUIRED SIGN AS INDICATED). 34 INSTALL LANDSCAPING AND IRRIGATION ON MEDIAN ISLAND. SEE LANDSCAPING AND IRRIGATION PLANS. (8. REMOVE THE EXISTING PAVEMENT. 18. INSTALL BUS STOP SIGN, BUS STOP BENCH AND BUS STOP SHELTER. SEE DETAIL 6 SHEET OS-3.1 35) SEE ONSITE PLANS SHEET C-7.1 AND C-7.3 FOR SEWER CONNECTION TO EXISTING. 08-29-16 09-19-16 (9.) REGRADE THE EXISTING DITCH AND CONSTRUCT STORM DRAIN INLET TYPE F PER CITY'S STANDARD AND
19. EXISTING TREE TO BE REMOVED. 36. CONSTRUCT THE SIDEWALK PER THE CITY'S STANDARD'S AND SPECIFICATION'S ADJACENT TO EXISTING SIDEWALK.
SPECIFICATION.
20 INSTALL 2" IRRIGATION METER WITH BFP. MATCH EXISTING.
10. REMOVE THE EXISTING TRAFFIC SIGNAL AND LIGHT. SEE TRAFFIC SIGNAL PLANS. 21 INSTALL POST INDICATOR VALVE (PIV). 5) REMOVE THE CONCRETE PAD & ROAD MARKER SIGN
I CONSTRUCT TYPE AN ADA PEDESTRIAN ACCESS RAMP PER 2015 CALTRANS STANDARDS. 38. 6' (MIN) WIDE OPENING THRU NEW MEDIAN CURB FOR DRAINAGE. SPACING DISTANCE SHALL BE 10° (MIN.) 22) INSTALL FIRE DEPT CONNECTION (FDC).
12 INSTALL FIRE HYDRANT PER CITY AND CALIFORNIA WATER COMPANY'S STANDARD AND SPECIFICATION. 39) CONSTRUCT 6" A.C. CURB
23. REMOVE OR RELOCATE THE EXISTING SIGN. SEE STRIPING & SIGNAGE PLAN (3. INSTALL 2" WATER METER WITH BFP AND 2" WATER SERVICE. PER CALIFORNIA WATER COMPANIES STANDARD'S 24) REMOVE THE OVERHEAD LINE AND POLES, AND UNDERGROUND THE OVERHEAD LINES. SEE JOINT TRENCH PLANS.
AND SPECIFICATION'S. 25) RELOCATE THE EXISTING STREET LIGHT. LEGEND: 19-16
EXISTING TREES TO BE REMOVED
RETENTION BASIN PROJ. MGR
EXISIING PAVEMENT TO REMAIN UNLESS
STA 10+50 (SEE ONSITE IMPROVMENT PLANS) OTHERWISE NOTED ON THE PLANS
WROUGH IRON FENCE
24" INV 93.68 MATCH THINK
SAWCUT LINE (LIMIT OF WORK)
OFF: 54.26'L
EXISTING RIGHT-OF-WAY
98. 925-943-2777 FAX 925-943-2778 ENGINEERING
TCH THE EXISTING CONSTRUCT CONCRETE SIDEWALK YGNACIO VALLEY ROAD STA: 10+50.00 - 100.67* THE EXISTING • PER CITAS STA STANDARD PLAN 2 WALNUT CREEK, CA 94596 15 1 THE EXISTING
/FS 100.42₺ * MAX (VARES) - CONFORM
-FS 99.23
-EB LINE
CONFORM - amSE associates, inc. PLANNING
EXISTING GRADE -
924L 24° RCP S0, 5-0.003 F599.50 = 2===- 14+00
COMPACT NATIVE MATERIAL SECTION A-A
"$79° 29' 27°E
10% L=14.90, R=100.00 N.T.S.
FS 99.50
CONT. TO
=33.91', R=100.00 CALIFORNIA
=19 25 4
8L=642.95, R-1000.00
NOTES:
EAST BORONDA ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY
EAST BORONDA ROAD
I THE MAN LIE CONSTRUCTION ON THE GET PACH OF MA CONTACTOR PRON ME STAR
INE CONS IRUCTION OI
PURCHASE AN OTHEA PRODUCT SALE BE COORONATED WITH SALORNA WATER PROP SE FOR CROSS SECTION OF STREETS FOR NEW IMPROVEMENTS SEE SHEET OS-3.1.
BASIS OF BEARINGS: FOR CURVE DATA AND INFORMATION SEE STRIPING PLANS SHEETS OS-6.1 AND OS-6.2. SALINAS FOR SLURRY SEAL AREA SEE STRIPING PLANS SHEETS OS-6.1 AND O5-6.2.
MATCHLINE SHEET OS-4.2 STA 10+50 SHEET OS-4.3 I REON 05527 M CONSTRUCTOCTOR TO SUBMIT THE TRAFFIC CONTROL PLAN TO GITY FOR APPROVAL PRIOR TO BENCHMARK: 8. ALLANED POLEST SPACE LOSE SHALL BE PAINTED BLACK. POLE/ARM MASTS SHALL BE
9. SOREET LIGHTS, TRAFSIC POLES, ARM MASTS, ETC. THE CITY FOR APPROVAL PRIOR TO ORDERING ANY POLES. OS-4.3 06-1975
10. SALIAS TRANSIT SOR APPROVAS DRAWING FOR BUS SHELTER AND ANY OTHER FURNITURE TO MONTERREY HEE
LEGEND: BASIS OF BEARINGS;
NOTES:
* EXISTING TREES TO BE REMOVED CENTERLINE OF EAST BORONDA ROAD, TO SUBMIT THE TRAFFIC CONTROL PLAN TO CITY FOR APPROVAL PRIOR
ASIS OF BEARING
8. SHAL BE GALVANIZED POLES MIH BLACK LIGUD PAINT. BE PAINTED BLACK. POLE/ARM MASTS
EXISTING PAVEMENT TO REMAIN UNLESS BENCHMARK
SUBCONFRRACTND
OTHERWISE NOTED ON THE PLANS 9. COY POLES, SEE SCH, THE POLES. TO MASTS, FOR APPROVAL PRIOR TO ORDERING GRAPHIC SCALE
PLAN CHECK COMMENTS PLAN CHECK COMMENTS
SAWCUT LINE (LIMIT OF
10. CONTEREY SALIAS A SPOR ROOR BUS SHELTER AND ANY OTHER FURNITURE TO
OPENIAN OR MATE PROR TO PURE THEN PRODUCT ALOE TOO ARE AT M 4" CONCRETE
OVER 3 A.B -6 CONCRETE MEDIAN CURB
4. FOR CROSS SECTION OF STREETS FOR NEW IMPROVEMENTS SEE SHEET OS-3.1. SHEET OS-4.5 FOR CURVE DATA AND INFORMATION SEE STRIPING PLANS SHEETS OS-6.1 AND OS-6.2.
6. FOR SLURRY SEAL AREA SEE STRIPING PLANS SHEETS OS-6.1 AND OS-6.2. MATCHLINE SHEET OS-4.4 08-29-16 09-19-16 STA: 4+19.15 9FF290848R STA: 4+ 70.01 OFF: 20.02°R OFF: 808.38 FL 108.30 STA: 5+17.70 STA 6+00
CONCRETE
•C 10z c REV +
SAN JUAN GRADE ROAD
708. 1555
SCALE: PROJ. MGR FILE PATH:
32.19'-
N47° 21' 20"E N47° 21' 20"E
-20-
p: 0+0000
STA: 5+82.22 FL 108.54 SURVEYING
STA: 5+82:50 C 107:54
925-343-K1 FAX 4925-943-2778 CREEK, CA 94596 ENGINEERING 10, 105 . 1050
(4)
STA: 4+71.07 OFF: 22.332 aMS BUT COCO VALEY ROAD
STA 300 0 OFF: 64.00'R STA: 3+61.36 STA: 4+22.38-OFF: 64.00R BKWK 108.02 EAST BORONDA ROAD BEAN OF HEN FEED IS OUTER. BY MK 106.72₺ (CONFORM TO EXISTING) INSTAL STREET LIGHTER 4+50.00 OFF: 64.00'R STA: 5+50.00 INSTAL STREET LISH 6'R 108.08
TC 107. 3E CALIFORNIA
IRRIGATION
14 INSTALL 6" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 26. ONE WAY ONLY SIGN. SEE STRIPING AND SIGNAGE PLAN. (1.) SAWCUT (2' MIN) FROM LIP OF GUTTER, REMOVE AND REPLACE THE EXISTING PAVEMENT CONFORM TO EXISTING. SHEET OS-3.4 27, ADJUST THE EXISTING MONUMENT BOX TO GRADE, SEE CITY STANDARD PLAN 8.
SEE CITY STANDARD PLAN #16 FOR PAVEMENT SECTION SAWCUT ON NEW UTILITIES. 28. REMOVE THE EXISTING SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW SIDEWALK PER CITY'S STANDARD AND
15. INSTALL 12" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIl 36 SAN JUAN GRADE ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY 2 CONTRUCT CURB AND GUTTER TYPE C PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 SPECIFICATION CONFORM TO FYICTING SHEET OS-3.4.
3. CONSTRUCT CONCRETE MEDIAN ISLAND TYPE B PER CITY'S STANDARD AND SPECIFICATION STANDARD DIAN 1 29, EXISTING WATER WELL TO BE ABANDONED. 16 INSTALL STREET LIGHT PER CITY'S STANDARD AND SPECIFICATION. THIS INCLUDE LIGHT POLE, POLE FOOTING, CONSTRUCT CONCRETE SIDEWALK PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 2 30. CONSTRUCT REINFORCED CONCRETE BUS STOP (SEE DETAIL 5 SHEET OS-3.1) PULL BOX AND CONDUITS) . VERIFY THE LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION (SEE STREET (31.) CONNECT TO EXISTING WATER MAIN.
CONSTRUCT CONCRETE VALLEY GUTTER PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 LIGHTING PLANS) POLE AND MAST SHALL BE PAINTED LIQUID BLACK. 32) REMOVE THE EXISTING SIGN (CONTRACTOR TO ASK DEVELOPER BEFORE REMOVING THE SIGN). MATCHLINE SHEET OS-4.4 STA 6+00 SHEET OS-45 REMOVE THE EXISTING CURB OR CURB & GUTTER.
17 SEE MEDIAN ISLAND DETAILS PER CITY OF SALINAS STANDARD AND SPECIFICATION STANDARD PLAN 14 (ADD 33) LANDSCAPING SETBACK.
REMOVE BUS STOP & BENCH (CONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITY PRIOR TO REMOVAL.) REQUIRED SIGN AS INDICATED). 34) INSTALL LANDSCAPING AND IRRIGATION ON MEDIAN ISLAND. SEE LANDSCAPING AND IRRIGATION PLANS.
8. REMOVE THE EXISTING PAVEMENT. SALINAS
18. INSTALL BUS STOP SIGN, BUS STOP BENCH AND BUS STOP SHELTER. SEE DETAIL 6 SHEET OS-3.1 35. SEE ONSITE PLANS SHEET C-7.1 AND C-7.3 FOR SEWER CONNECTION TO EXISTING.
REGRADE THE EXISTING DITCH AND CONSTRUCT STORM DRAIN INLET TYPE F PER CITY'S STANDARD AND
19. EXISTING TREE TO BE REMOVED. 36. ) CONSTRUCT THE SIDEWALK PER THE CITY'S STANDARD'S AND SPECIFICATION'S ADJACENT TO EXISTING SIDEWALK.
SPECIFICATION.
20, INSTALL 2" IRRIGATION METER WITH BFP. MATCH FYISTING 10 REMOVE THE EXISTING TRAFFIC SIGNAL AND LIGHT. SEE TRAFFIC SIGNAL PLANS. (2i, INSTALL POST INDICATOR VALVE (PIV). 37) REMOVE THE CONCRETE PAD & ROAD MARKER SIGN (1T.) CONSTRUCT TYPE AN ADA PEDESTRIAN ACCESS RAMP PER 2015 CALTRANS STANDARDS. 12) INSTALL FIRE HYDRANT PER CITY AND CALIFORNIA WATER COMPANY'S STANDARD AND SPECIFICATION. 22 INSTALL FIRE DEPT CONNECTION (FDC). (38) 6° (MIN) WIDE OPENING THRU NEW MEDIAN CURB FOF OS-4.4 06-1975
(13. INSTALL 2" WATER METER WITH BFP AND 2" WATER SERVICE. PER CALIFORNIA WATER COMPANIES STANDARD'S 23 REMOVE OR RELOCATE THE EXISTING SIGN. SEE STRIPING & SIGNAGE PLAN. SEE SECTION A-A 24) REMOVE THE OVERHEAD LINE AND POLES, AND UNDERGROUND THE OVERHEAD LINES. SEE JOINT TRENCH PLANS.
AND SPECIFICATION'S. 39) CONSTRUCT 6™ A.C. CURB
25) RELOCATE THE EXISTING STREET LIGHT.
LEGEND:
WATER SERVICES (DOMESTIC & FIRE) FROM MAIN
EXISTING TREES TO BE REMOVED
- FXISTING SIDFWAI K
EXISTING PAVEMENT TO REMAIN UNI ESS
8. SHALL BE GALVANIZED POLES TO STACK SID PART. PAINTED BLACK. POLE/ARM MASTS GRAPHIC SCALE PLAN CHECK COMMENTS - EXISTING SIDEWALK OTHERWISE NOTED ON THE PLANS
SHEĘT 0S-4.5 9. ORDERING ANY POLES, STREET LICHTS, TRAFFIC POLES, ARM MASTS, EACPROVAL PRIOR TO
SAWCUT LINE (LIMIT OF WORK)
ONFORM
10. GONTRNTERREY SAUNAS TRANSIT FOR APPROVA BUS SHELTER AND ANY OTHER FURNITURE MATCHLINE SHEET OS-4.4 STA: 8+21.59 FL 109.40₺ STA: 8+53.94 FL 109.40+ STA: 8+73.22 FL 110.17+
4. FOR CROSS SECTION OF STREETS FOR NEW IMPROVEMENTS SEE SHEET OS-3.1.
STA 6+00 STA: 7+50.00 5S- CURVE DATA AND INFORMATION SEE STRIPING PLANS SHEETS OS-6.1 AND 08-29-16 09-19-16 DATE
EXISTING R/W LINE EXISTING R/W LINE
STA: 9+13.66 STA: 9+86.20 NOIS
SAN JUAN GRADE ROAD STA: 10+52.82
REV +
09-19-16 1"= 20°
SU LINE-
N47 • 21' 20"E 10+00 DATE: SCALE: ESIGNED: DRAWN:
-IC 100.3
109./3 STA: 10+53.04
906 7184 0 STA: 9+87.52 -EXİSTING RAN LINE
30.55'- DEA TO RE DEDICAT
•66 07
+0.5% CONFORM TO EXISTING
EFL 108.14.32- • i go
2.00% LL 109-29
108.23 12 =40.00'
L=8.40% 35-13 FS 109.64- FL 111.07+ 925-943-2777 FAX 925-943-2778 R=40.000-
STA: 6+54.63 FS 109.30
OFF: 92.70'R. STA: 10+02.29 associates, inc. PLANNING ENGINEERING STA: 8+94.82 OFF: 64.00'F OFF: 92.70R
STASTAL STREET ICHT STA: 8+34.82 39.65
13' BUS SHELTER- Еки + 00 72 STA IAL STREET LIGHT STA: 9+26.74 OFF:64.00'R STA: 9+66.70 CONSTRUGTEO BY TO BE BKWK 110.50
2"w
2" IRRIGATION-
CALIFORNIA
NOTES: 15. INSTALL 12" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 30, CONSTRUCT REINFORCED CONCRETE BUS STOP (SEE DETAIL 5 SHEET OS-3.1) SAWCUT (2' MIN) FROM LIP OF GUTTER, REMOVE AND REPLACE THE EXISTING PAVEMENT CONFORM TO EXISTING. CUCT NO 7A 31 CONNECT TO EXISTING WATER MAIN.
SEE CITY STANDARD PLAN #16 FOR PAVEMENT SECTION SAWCUT ON NEW UTILITIES. 16. INSTALL STREET LIGHT PER CITY'S STANDARD AND SPECIFICATION. THIS INCLUDE LIGHT POLE, POLE FOOTING, 32) REMOVE THE EXISTING SIGN (CONTRACTOR TO ASK DEVELOPER BEFORE REMOVING THE SIGN. 2 CONTRUCT CURB AND GUTTER TYPE C PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 PULL BOX AND CONDUITS) VERIFY THE LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION ( SEE STREET 33. LANDSCAPING SETBACK.
3. CONSTRUCT CONCRETE MEDIAN ISLAND TYPE B PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 1 LIGHTING PLANS) POLE AND MAST SHALL BE PAINTED LIQUID BLACK. 34 INSTALL LANDSCAPING AND IRRIGATION ON MEDIAN ISLAND. SEE LANDSCAPING AND IRRIGATION PLANS.
35. SEE ONSITE PLANS SHEET C-7.1 AND C-7.3 FOR SEWER CONNECTION TO EXISTING. SAN JUAN GRADE ROAD NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY
4. CONSTRUCT CONCRETE SIDEWALK PER CITY'S STANDARD AND SPECIFICATION. STANDARD PLAN 2 1 SEE MEDIAN ISLAND DETAILS PER CITY OF SALINAS STANDARD AND SPECIFICATION STANDARD PLAN 14 (ADD OFFSITE IMPROVEMENT PLANS FOR
36., CONSTRUCT THE SIDEWALK PER THE CITY'S STANDARD'S AND SPECIFICATION'S ADJACENT TO EXISTING SIDEWALK.
REQUIRED SIGN AS INDICATED).
MATCHLINE SHEET OS-4.4 MATCH EXISTING.
(18. INSTALL BUS STOP SIGN, BUS STOP BENCH AND BUS STOP SHELTER. SEE DETAIL 6 SHEET OS-3.1 37) REMOVE THE CONCRETE PAD & ROAD MARKER SI
19) EXISTING TREE TO BE REMOVED.
STA 6+00 8) REMOVE THE EXISTING PAVEMENT. 20 INSTALL 2" IRRIGATION METER WITH BFP. 38) 6* (MIN) WIDE OPENING THRU NEW MEDIAN CURB FOR DRAINAGE. SPACING DISTANCE SHALL BE 10° (MIN.) @ REGRADE THE EXISTING DITCH AND CONSTRUCT STORM DRAIN INLET TYPE F PER CITY'S STANDARD AND 21) INSTALL POST INDICATOR VALVE (PIV).
SPECIFICATION. 22 INSTALL FIRE DEPT CONNECTION (FDC). 39, CONSTRUCT 6™ A.C. CURB TO. REMOVE THE EXISTING TRAFFIC SIGNAL AND LIGHT. SEE TRAFFIC SIGNAL PLANS. 23) REMOVE OR RELOCATE THE EXISTING SIGN. SEE STRIPING & SIGNAGE PLAN. SALINAS 11) CONSTRUCT TYPE AN ADA PEDESTRIAN ACCESS RAMP PER 2015 CALTRANS STANDARDS. 24) REMOVE THE OVERHEAD LINE AND POLES, AND UNDERGROUND THE OVERHEAD LINES. SEE JOINT TRENCH PLANS.
BASIS OF BEARINGS:
12. INSTALL FIRE HYDRANT PER CITY AND CALIFORNIA WATER COMPANY'S STANDARD AND SPECIFICATION 23) RELOCATE THE EXISTING STREET LIGHT. 13) INSTALL 2" WATER METER WITH BEP AND 2" WATER SERVICE. PER CALIFORNIA WATER COMPANIES STANDARD'S 26, ONE WAY ONLY SIGN. SEE STRIPING AND SIGNAGE PLAN. WE WAS D AND SPECIFICATION'S. 27, ADJUST THE EXISTING MONUMENT BOX TO GRADE, SEE CITY STANDARD PLAN 8.
BENCHMARK: OS-45
68 REMOVE THE EXISTING SIDEWALK TO NEAREST JOINT & CONSTRUCT NEW SIDEWALK PER CITY'S STANDARD AND 06-1975 (4) INSTALL 6" DOUBLE DETECTOR CHECK VALVE. PER THE CITY'S STANDARD'S AND SPECIFICATION'S DETAIL 36 SAN SAN GRADE ROAD NORTHRIDE WAY. ELEVATONE 1SO0 FEET, NGVD25 DATUMOF CHEET 0C 7A =102.91 NAVD 88 DATUM
29. EXISTING WATER WELL TO BE ABANDONED. HEET:
- HAS PLOT HOLE DESCRIPTION PLAN CHECK COMMENTS
DATE 08-29-16
CONFIOURARONEE BASE POINT MET
TEMPORARY FEBER ROLL STAKE NOTCH DETAI
-I SPILLWAY WITH SINGLE LATER
CHAINS TO BE
STORM DRAIN MARKER DETAIL NTS
FILE PATH
GENERAL NOTES DATE:
DRAWING NOT TO SCALE
THE STORM DRAIN MARKER SHALL BE CENTERED ABOVE THE STORM DRAIN CATCH BASIN AS SHOWN ABOVE. 3 DELL SO A PHOE OF US OR DOES SAN THE PLOT HOLE SHALL BE 1/4 X I BRUSH WORK TEMPORAR, ERANAUTOM TEMPORARY FIBER ROLL (TYPE 1) TEMPORARY FIBER ROLL (TYPE 2) TEMPORAR PELA HOUTION
5. THE STAINLES STEEL STORM ORAIN MARKER SHALL BE ALMETEK PART NUMBER SDS4RO231BLNAH, OR APPROVED EQUAL B
MARKER SHALL BE PLACED ON TOP OF THE CURB NO
DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT
STORM DRAIN SEDIMENT PROTECTTION
FIBER ROLL STORM DRAIN MARKER INSTALLATION
STANDARD DIAN
NOT TO SCALE
NOT TO SCALE 10/21/2008
0000 Ourse 20
REACT EXPRES 21200
54-347 AX 525-45-718
DROP INLET CONCRETE STAMP 801 YONACIO VALLEY ROAD
NOT TO SCALE
associates. inc. PLANNING ENGINEERING
ams
Pet o let-
SECTION B-B
"bags for below grade concrete washout '
INCORRECT SEE DOTECAN SERIE CALIFORNIA
CORRECT
stalled BAR TYP
TREE PROTECTION BARRIER
E HIGHLY VISIBL
EROSION AND SEDIMENT CONTROL DETAIL OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY ENTRANCE TYPE 2
TEMPORARY TEMPORARY CONCRETE WASHOUT FACILITY POLLUTION
IEMPORARY CONCRETE WASHOUT FACILITY
CONFORM DETAIL
SEDIMENT TRAPPING SUMP
SALINAS
3. SEE CASA BP DE FAIL EC-72 FOR MORE DET ALS CONCRETE WASHOUT FACILITY
CONSTRUCTION ENTRANCE NOT TO SCALE
NOT TO SCALE
TREE PROTECTION
OS-5.1 06-1975
NOT TO SCALE
GENERAL NOTE
DRAWING NOT TO SCALE
CUT SLOPE I EASON CONTE DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
AQUACENT LOT -
THE THEM RIVAL AT L
INCAL CONSTRUCTON ENTHE RCOUREMEN
DATE 08-29-16 09-19-16
· MA PAG? 09-19-16
POR VAUD AND SO FASTENED A TENORANT OR
- WASH DO THEN DISRED DE PROPERAY PIT WHERE THE CONCRETE CAN SET, BE BROKEN * AUDI LE ON TO EASON NEED CITY OF SUMAS RESOLUTON 192A IC), STANDARDS TO CONTROL EXCAVATONS,
SUSATE TO THE CITY ENGIER FOR AROR IN ELEVATOR DESE OF THE WAL COURTE WE CAULATORS, SIAL DE DEVELOPMENT & ENGINEERING SERVICES DEPARTMENT CITY OF SALINA:
SLOPE GRADING BEST MANAGEMENT PRACTICES ONCTE WASTE WASHOUT MANAGEMENT PLAN STANDARD PIAN
STANDARD PLAN STANDARD PLAN
2000 Nurser 58 59A 59B
8 BEST MANAGMENT PRACTICES
A SLOPE GRADIN NOT TO SCALE
NOT TO SCA
associates, inc. PLANNING ENGINEERING SURVEYING
CALIFORNIA
EROSION AND SEDIMENT CONTROL DETAIL OFFSITE IMPROVEMENT PLANS FOR SEC EAST BORONDA BOND SAN JUAN CRAD ROAD
SALINAS
P''00-52 06-1975
MATCHLINE STA 8100
GRAPHIC SCALE DESCRIPTION PLAN CHECK COMMENTS PLAN CHECK COMMENTS
SAN JUAN GRADE ROAD
İ 7S IS STASHE SHEAST FE
08-29-16 09-19-16
NEW R/W LINE
SU LINE V
0+00.00
EB LINE
2+00 EB LINE FILE PATH:
BP: 0+00.008
EAST BORONDA POAD
MATCHLINE STA 8+00
LEGEND:
EVICTING TREE TO DE DEMOCR
- X — Y — FIBER ROLLS, DETAIL 2 SHEET OS-5.1
000000000000 GRAVEL BAG, DETAIL 1 SHEET OS-5.1 EXISTING TREFS TO REMAIN
AND PROTECT DURING CONSTRUCTION
DETAIL 4 SHEET OS-5.1
INLET PROTECTION, DETAIL 1 SHEET OS-5.1 associates, inc. PLANNING ENGINEERING SURVEYING ISE ARE EV S00 RÉTENTION BASIN -a WROUGHT IRON FENCE
FISTING PAVEMENT
24 INV 3301 (SUN
EROSION CONTROL NOTES:
• INSTALL GRAVEL BAGS PER CALTRANS STD. & SPEC., SEE DETAIL 1 SHEET OS-5.1. 12 INSTALL FIBER ROLLS PER CALTRANS STD. & SPEC., SEE DETAIL 2 SHEET OS-5.1. 43 3 INSTALL INLET PROTECTION PER CALTRANS STD. & SPEC., SEE DETAIL 1 SHEET OS-5.1. CALIFORNIA ] INSTALL DRAIN INLET MARKER, SEE DETAIL 3 SHEET OS-5.1.
INSTALL TREE PROTECTION FENCE AROUND THE TREES DURING THE CONSTRUCTION, SEE PT CONCRETE WASHOUT, LOCATED ONSITE. SEE DETAIL 8 SHEET C-8.2 92+00 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 SHEET C-8.2. 00000000000000000000000.... EAST BORONDA ROAD
8 LOADING & UNLOADING AREA, STAGING AREA & EQUIPMENT AREA(30,000 SF).
EROSION AND SEDIMENT CONTROL PLAN - EAST BORONDA ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY EAST BORONDA ROAD NOTES:
FOR CONCRETE WACHOIIT AREA CEE CHEET OCEA
- STOP SIGN _CONG. PAD
_ MATCHLINE STA 8+00 GRAPHIC SCALE SALINAS
PRO SA AN EMPORARY SOON AND SOMEN COREA HEAR AN E LONGER NEEDED HAVE BEEN REMOVEDNO SEOMENT CONTRACTOR SHALL SCHEDULE INSPECIONS WITH THE CITY OF SALINAS AT ALL STAGE OS-5.3 06-1975
ANY CHANGES TO EROSION & POLLUTION CONTROL PLAN SHALL BE SUBMITTED TO CITY MATCHLINE STA 9100
GRAPHIC SCALE
EAST BORONDA ROAD WWN 1338. PLAN CHECK COMMENTS PLAN CHECK COMMENTS
SAN JUAN GRADE ROAD
SJ LINE 1 9+00
08-29-16 09-19-16
REV # BY
12 le
LINE
1"= 30°
EB LINE
STA: 7+84.B2
.00 OFF: 64.0
C 107:35
LEGEND:
— X — X - FIBER ROLLS, DETAIL 2 SHEET OS-5.1 EXISTING TREES TO BE REMOVED GRAVFI RAG DETAI 1 CHEFT OS_5 1 EXISTING TREES TO REMAIN MATCHLINE AND PROTECT DURING CONSTRUCTION - STÁ 900
DETAIL 4 SHEET 925-943-2777 FAX 925-943-2778
INLET PROTECTION, DETAIL 1 SHEET OS-5.1
801 YGNACIO VALLEY ROAD
WROUGHT IRON FENCE
MATCHLINE STA SA
EXISTING PAVEMENT aMS WANT CREK. CA 94596 associates, inc. PLANNING ENGINEERING
SAN JUAN GRADE ROAD
EROSION CONTROL NOTES:
SU LINE | INSTALL GRAVEL BAGS PER CALTRANS STD. & SPEC., SEE DETAIL 1 SHEET OS-5.1. 9+0C INSTALL FIBER ROLLS PER CALTRANS STD. & SPEC., SEE DETAIL 2 SHEET OS-5.1.
INSTALL INLET PROTECTION PER CALTRANS STD. & SPEC., SEE DETAIL 1 SHEET OS-5.1.
INSTALL DRAIN INLET MARKER, SEE DETAIL 3 SHEET OS-5.1.
- 7L 109.69 DESTAL 4 SHEET 05-5. ON FENCE AROUND THE TREES DURING THE CONSTRUCTION, SEE CALIFORNIA CONCRETE WASHOUT, LOCATED ONSITE. SEE DETAIL 8 SHEET C-8.2 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 SHEET C-8.2.
R/W LINE
A mor.
OS-5.4 EROSION AND SEDIMENT CONTROL PLAN - SAN JUAN GRADE OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY MATCHLINE STA 9+00 SALINAS
06-1975
SHEET
Detail E Detail E
SANDBLAST AND REMOE THE EXISTING STRIPES.
EXISTING SIGN
N JUAN NEW SIGN
SAND BLAST AND REMOVE THE EXISTING DIRECTIONAL ARROW
Detail, GRAPHIC SCALE LAN CHECK COMMENTS
SAN JUAN GRADE ROAD PLAN CHECK COMMENTS
GREEN COLORED BIKE LANE
MATCHLINE STA 8+00
SLURRY SEAL AREA
STA: 4+71.60 STA: 5+73.92 BEGIN OF [K]
DATE 09-19-16
REV +
0+00.00 petail A BA 1"= 30'
1700 N42'39'10"W 587.12' MON-MON 2+00 STOU 5,100 6+00
8. 010205 00 DATE:
FR IIN
PC: 5+87.
EAST BORONDA ROAD
CONCKLIE CURB & GUIlE STA: 5+75.99. BEGIN OF L M _STA: 6+93.61 END OF [E STA: 1+15.36 BEGIN OF EI STA: 2+55.88 STA: 3+50.95 OF E STA: 5+94.40 BEGIN OF LET STA: 6+73.57 END OF M] END OF
BEGIN
NO PAK MATCHLINE
STA 8700 FAX 925-943-2778
KEY NOTES:
MATCHLINE STA 8+00 A STRAIGHT ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40.
STA: 9+35.67 END OF ELK LEFT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40.
DETAIl STA: 11+43.49 [ RIGHT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40.
END OF FI
DI STRAIGHT AND LEFT/ RIGHT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40.
MONY ONE SINS. E INSTALL MEDIAN ISLAND DETAILS (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #14 (THIS INCLUDES SIGNS).
E BIKE LANE STRIPE (PER CITY OF SALINAS STD. & SPEC) SEE DETAIL 41 "BIKE LANE" LEGEND (PER CITY OF SALINAS STD. & SPEC) SEE STD. PLAN #41. associates, inc. PLANNING INSTALL DETAIL G (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A. 12" SOLID WHITE STRIPE (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #44. ams STOP LEGEND ON PAVEMENT (PER CITY OF SALINAS STD. & SPEC.). SEE SID. PLAN #43 INSTALL DETAIL E (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A.
INSTALL DETAIL A (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A. _„Detail A
879 29" 27"4+0C INS|ALL DElAIL L (PER CIIY OF SALINAS SID. & SPEC.). SEE STD. PLAN #37A N INSTALL RIGHT LANE MERGE ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40. ® 150' Detail A • 4" YELLOW STRIPES (45) CALIFORNIA
EB LINE. PI 8" WHITE STRIPES (45)
12700 @ INSTALL SPEED LIMIT SIGN 45 MPH (R 2-1).
4=36507" 10+00 EAST BORONDA ROAD
L-642.95. R=1000.00 2 INSTALL "STOP" SIGN (R 1-1).
INSTALL "NO PARKING ANYTIME" SIGN (R 26).
RELOCATE THE EXISTING SIGN.
STA: +96.56
EAST BORONDA ROAD 3,50 • INSIALL "ONE WAY" (R 6-2).
775 Dedi • INSTALL "DO NOT ENTER" SIGN (R 5-1).
STA: 13+47.17 END OF @ INSTALL NEW TRAFFIC SIGNAL (SEE TRAFFIC SIGNAL PLAN). STRIPING AND SIGNAGE PLAN-EAST BORONDA ROAD OFFSITE IMPROVEMENT PLANS FOR NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY 8 INSTALL BUS STOP SIGN, BUS SHELTER AND BENCH PER MONTEREY - SALINAS TRANSIT (MST) DESIGNING FOR TRANSIT MANUAL DATED NOVEMBER 2006.
MATCHLINE RELOCATE THE EXISTING STREET LIGHT.
STA 8+00 STA: 10+40.00 BEGIN OF LET 10 REMOVE THE EXISTING SIGNAL LIGHT. FOOTING AND PULL BOXES. 1 INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R3-7).
STA:/10#25.17 END OF ELIK ® INSTALL BUFFERED BIKE LANE, 2' MIN.
INSTALL BIKE LANE SIRIPE AI INIERSECIIONS WITH GREEN COLOR STRIPES.
GRAPHIC SCALE INSTALL DASHED PATTERN WITH GREEN COLOR BIKE LANE INDICATE MERGING AREAS.
B INSTALL 25' GREEN COLOR MARKING AT BEGINNING OF BIKE LANES. SALINAS 1 REMOVE THE EXISTING BUS STOP SIGN BENCH.
CURVE DATA TABLE GENERAL NOTES:
1. ALL STRIPING & SIGNAGE SHALL BE PER CITY OF SALINAS AND 2014 MUTCD. TRIPLE 4 CROSSWALK SEE DETAIL 11 SHEET OS-3.2 87°31'02" 2. ALL STRIPES AND LEGENDS SHALL BE THERMOPLASTIC EXCEPT THE STRIPING ON EAST OF THE INTERSECTION OF E. BORONDA RD. INSTALL "SIDEWALK CLOSED" SIGN (R9-9). 2228-53 + + AND DARTMOUTH RD
3d42'26"] 3. LOCATIONS OF SIGNAGE ARE SHOWN ON THESE PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION.
4. LOCATION OF STREET LIGHTS ARE APPROXIMATE. CONTRACTOR TO REVIEW STREET LIGHTING PLANS PRIOR TO CONSTRUCTION. OS-6.1 06-1975
5. FOR INSTALLATION OF TRAFFIC SIGNALS SEE SIGNAL PLANS.
6. FOR INSTALLATION OF STREET LIGHTS SEE STREET LIGHTING PLANS.
SHEET
7. INSTALL FIRE MARKERS ON ALL DIRE HYDRANTS PER CITY OF SALINAS STANDARD & SPECIFICATIONS STA: 1+02.53 END OF ELK STA: 3+36.10 STA: 6+93.14 BEGIN OF EL K __MATCHLINE STA 9+00
END K END H BEGIN E
GRAPHIC SCALE PLAN CHECK COMMENTS
EAST BORONDA ROAD SAN UAN GRADE ROAD STA: 4+19.15
E 2015
/11 111
-@2400 340° G
SJ LINE DATE 08-29-16 09-19-16
Detail E
ElF Detail
• 0+00.00
kat
KKKK
Detail
a cz T
STA: 3+06.25 END OF EI BEGIN OF [F STA: 4+82.64 BEGIN OF [K DATE:
STA: 0+96.57 BEGIN OF EI STA: 5+82.35 END OF F[K BEGIN OF FI MATCHLINE STA 9+00
LEGEND KEY NOTES:
SANDBLAS| AND REMOL THE EXISTING STRIPES
A STRAIGHT ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40 EXIS IING SIGN B LEFT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40.
NEW SIGN • RIGHT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40. ENGINEERING SAND BLAST AND REMOVE THE EXISTING DIRECTIONAL ARROW D STRAIGHT AND LEFT/ RIGHT TURN ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40. 801 YGNACIO VALLEY ROAD
E INSTALL MEDIAN ISLAND DETAILS (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #14 (THIS INCLUDES SIGNS).
STA: 10+55.78 END OF FI GREEN COLORED BIKE LANE
MATCHLINE STA 9+00 E BIKE LANE STRIPE (PER CITY OF SALINAS STD. & SPEC) SEE DETAIL 41 INSTALL NO LEFT TURN SIGN SLURRY SEAL AREA "BIKE LANE" LEGEND (PER CITY OF SALINAS STD. & SPEC) SEE STD. PLAN #41. # INSTALL DETAIL G (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A
SAN JUAN GRADE ROAD
CURVES DATA TABLE • 12" SOLID WHITE STRIPE (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #44. associates. inc. PLaNNING [ STOP LEGEND ON PAVEMENT (PER CITY OF SALINAS STD. & SPEC.). SEt SID. PLAN #43.
CURVE DELTA LENGTH RADIUS INSTALL DETAIL E (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A. • INSTALL DETAIL A (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A. 92 28 28" 48.411 30.00°
10+00 12+00 LINE- M INSTALL DETAIL L (PER CITY OF SALINAS STD. & SPEC.). SEE STD. PLAN #37A. 8 / 31 32 40.02 30.00
429 I INSTALL RIGHT LANE MERGE ARROW (PER CITY OF SALINAS STD. & SPEC.) SEE STD. PLAN #40. 92'28 28" 48.41' 30.00'
• 4" YELLOW STRIPES (45)
87°31'32" 45.82 30.00' PI 8" WHITE STRIPES (45)
14'9'13" 12.35 50.00° 1 INSTALL SPEED LIMIT SIGN 45 MPH (R 2-1). CALIFORNIA 14'9'13" 12.35' 50.00' @ INSTALL "STOP" SIGN (R 1-1).
INS ALL "NO PARKING ANYIIME" SIGN (R 26).
30'34'10" 54.42' 102'
* RELOCATE THE EXISTING SIGN.
30'26'12" 18.59'
(5) INSTALL "ONE WAY" (R 6-2).
| 144 46 28 3.79 1.5'
(6) INSTALL "DO NOT ENTER" SIGN (R 5-1).
C10 37'2'31" 32.32' • INSTALL NEW TRAFFIC SIGNAL (SEE TRAFFIC SIGNAL PLAN). 28'45'12" 50.18' 100.00' 8) INSTALL BUS STOP SIGN, BUS SHELTER AND BENCH PER MONTEREY -SALINAS TRANSIT (MST) DESIGNING for TRANSIT MANUAL DATED NOVEMBER 2006. STRIPING AND SIGNAGE PLAN-SAN JUAN GRADE ROAD NEC EAST BORONDA ROAD & SAN JUAN GRAD ROAD MONTEREY C12 30'34'10" 53.35' 100.00' OFFSITE IMPROVEMENT PLANS FOR 9) RELOCATE THE EXISTING STREET LIGHT.
STA: 9+25.99
C13 32 30 32 17.02 30.00' 10 REMOVE THE EXISTING SIGNAL LIGHT. FOOTING AND PULL BOXES.
C14 126'0'32" 10.99' 5.00° I INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R3-7).
C15 535928 47.11' 50.00° 2 INSTALL BUFFERED BIKE LANE, 2' MIN. 13) INSTALL BIKE LANE STRIPE AT INTERSECTIONS WITH GREEN COLOR StRIpS 24'12'01" 37.32 88.36'
@ INSTALL DASHED PATTERN WITH GREEN COLOR BIKE LANE INDICATE MERGING AREAS. 26 23 40" 30.50 66.21
15 INSTALL 25' GREEN COLOR MARKING AT BEGINNING OF BIKE LANES C18 14 / 29 20 13.50' 6 REMOVE THE EXISTING BUS STOP SIGN BENCH.
C19 92'28'28" 64.56' 40.00° @ TRIPLE 4 CROSSWALK SEE DETAIL 11 SHEET OS-3.2 SALINAS GENERAL NOIES B INSTALL "SIDEWALK CLOSED" SIGN (R9-9).
MATCHLINE 190'57'0" 23.33 7.00'
STA 9+00 1. ALL STRIPING & SIGNAGE SHALL BE PER CITY OF SALINAS AND 2014 MUTCD
2. ALL STRIPES AND LEGENDS SHALL BE THERMOPLASTIC EXCEPT THE STRIPING ON EAST OF THE INTERSECTION OF E. BORONDA RD. 173 47 23 6.06 2.00' AND DARTMOUTH RD. C22 75'38'48" 52.81'
40.00 3. LOCATIONS OF SIGNAGE ARE SHOWN ON THESE PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. €23 190'57'0" 153.23' 880.93
4. LOCAIION OF SIREEI LIGHIS ARE APPROXIMAIE. CONIRACIOR IO REVIEW SIREEI LIGHIING PLANS PRIOR IO CONSIRUCIION OS-6.2
5. FOR INSTALLATION OF TRAFFIC SIGNALS SEE SIGNAL PLANS 17347'231 6.06' 2.00' 06-1975
6. FOR INSTALLATION OF STREET LIGHTS SEE STREET LIGHTING PLANS.
7. INSTALL FIRE MARKERS ON ALL FIRE HYDRANTS PER CITY OF SALINAS STANDARD & SPECIFICATIONS HEET o2 PED
PED
" TY
$2+85 98449
ФS+Ф0 SCALE: 1" = 20'
449 * Nà
06 РЕП
ø2+Ф6 4÷ •
56 PED
Ø1+Д6 Ø4+Ф7
PHASE DIAGRAM
4" C, 2 DLC
LIMIT LINE
YGNACIO VALLEY ROAD 925-943-2777 FAX 925-943-2778
SUITE 220
ams
_RORANDARO
SAN JUAN GRADE RD
STOP 4'/C. 2 OLET SIC TO BORONDA RD -
VIDEO DETECTION ZONE (TYP)
CALIFORNIA
EMERGENCY VEHICLE PREEMPT (EVP)
CHANNA
R = NORTHRIDGE WAY AND SAN JUAN GRADE RD.
CHANN-I LOW'S HW, INC-CLOVER FIELD RETAIL CENTER
TRAFFIC SIGNAL INSTALLATION
00-0'
CHANN- I = 0X- 04
SALINAS
OF SHTS 06-1975
POLE SCHEDULE
ACAB ER CONDUCTOR RUN
POLE STANDARD
VEHICLE SIGNAI
Ø1 VEHICLE PEDESTRIAN
MAST ARM POLE IISNS
NO -
MTG. 1Ø CONFIG. MTG. Ø CONFIG. MTG. Ø P.P.В. WORDING
MAS
26-4-100 2004 SV-1-T 3 Northridge Wy
MAS INSTALL EVC ON MAST ARM
1A (10') TV- 1-TI SP-2-T 4 - 04
Ø 8 VEHICLE 6-6
1A (10') TV-1-T 4
NO. 14 PED
MAS
24-3-100 35' 200m
SV-1-1 8 San Juan Grade Rd INSAL-VON MAST ARM
PPR Ø4 1A (10') SP-2-T6
MAS
P.P.B. COMMON 29-5-100 50° 200W SV-1-T INSTALL EVA ON MAST ARM
SPARES MAS
SP-2-T 2 $2 -
1A (7)
TOTAI NO 14
08 -
MAS
26-4-100 200W -SV-1-T 1 SP-2-T-2 02= San Juan Grade Ro INSTALL EVB ON MAST ARM HPS
NO. 10 SIGNAL COMMON 1A (10') - 04
LUMINAIRES TV-1-T 2
TOTAI NO 10
NO. 6 SIGNAL SERVICE
DLC LEGEND
TOTAL DLC EXISTING PROPOSEI
CAT 5E VIDEO DETECTION STREET GHT
------==• TRAFFIC SIGNAI
OPTICOM (EVP)
CONTROIIFR CARINET
CONDUCTOAS 24
SERVICE CABINET
CONDUIT SIZE 2-4" PULL BOX •• 0 = X
ROAD SIGN
TRAFFIC LOOPS
DETECTOR HANDHOLE •
AUDIBLE PEDESTRIAN HEAD
EVP ALL TRAFFIC SIGNAL HEADS SHALL BE 12" LED
VIDEO DETECTION DEVICE VEHICLE SIGNAL CONFIGURATIONS
CALIFORNIA
TRAFFIC SIGNAL INSTALLATION NORTHRIDGE WAY AND SAN JUAN GRADE RD POLE AND CONDUCTOR SCHEDULE MONTEREY
SALINAS
OS 7.2 OF SHTS PROJECT 06-1975
- 4" SIC) TO SAN JUAN GRADE RD
ERMAN (AR) LOQP TO WITH NEW PULL BOX AT THE CORNER
BOX
2" C, 1 DLC - EXOPS TO BANAND EXISTING TRAFFIC SIGNAL
NOT TO SCALE
VIDEO DETECTION ZONE (TYP)
CONDUIT AND
CONDUCTORS TO REMAIN
EX. PULL BOX ANI
_OOPS TO REMAIN
EX. 1'" c, 2 dlo EX. PULL BOX TO REMAN
EX. PULL BOX TO
EMAIN
UPMENTS TO REMA
PROX
REMAIN (TYP) CONDUCTORSO TO REMAN
CONDUIT AND
CONDUCTORS TO REMAIN SURVEYING
EX. 12" ND 2 LE 2 dlc - EX. CONTROIIER CARINET
TO REMAIN
82 572
V06
-X PI| ROY AND IAOP
LEGEND: EX. З"ої• O REMAIA
RS - EX.
ADD 2 DLC
RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD AND PED PUSH
BUTTON TO NEW POLE.
AB ABANDON EXISTING CONDUIT, REMOVE CONDUCTORS. ams
4" C. 1 DLC
CB INSTALL CONDUIT INTO EXISTING PULL BOX
CALIFORNATE
16 PED
05 1
81+86 - 86 04+87
82- - EX. LOOP TO
45- 02 PED —EX. 11" c. 2 do REMAIN (TYP) TRAFFIC SIGNAL MODIFICATION BORONDA ROAD AND DARTMOUTH WAY
BORONDA RD LOW'S HW, INC-CLOVER FIELD RETAIL CENTER
Ø1+$5 $2+06 $3+87 84+88
ø2+Ф5
-EX. 11" c, 2 dic
PROPOSED PHASE DIAGRAM
- Po→Po -
+ 86 + 86
81+ Д6 Ø2+ Д6 SCALE: 1" = 20°
HEET OS- 7.3 ROJECT 06-1975
EXISING PHASE DIAGRAM
POLE SCHEDULE
POF STANDARN VEHICLE SIGNAL
AVABLE CONDUCTOR RUN A
CABLE
MAST ARM NOIES
TYPE SIGNAL
MTG. Ø CONFIG. I MTG Ø CONFIG. MTG. Ø P.P.B.
1A (10") TV-2-1 SP-1 88-
19A-3-100 SV-1-T Boronda Ro
MAS
1A (10 1V-2-T SP-1
$4
NO. 14 MAS
200000 Dartmouth wy
| SV-1-T SP-1
P.P P 1A (10') TV-2-T
Ø 6
Ø8 Borondo Rd
SV_1_ T
P.P.B. COMMON
61-5-100 2054 MAS SV_2_T SP_1 Dartmouth Wy
TOTAL NO. 14
1A (10")
TV-1-T
SIGNAL COMMON
NO. 10 CONTROIIER
EXISTIR CONTROLLER CABINET WITH TRACONEX MODEL TMP 390 MODULAR PROGRAMMABLE 8-PHASE NEMA CARINE
TOTAL NO. 10
NO 6 SIGNAL SERVIC
- EXISTING SIGNAL EQUIPMENT
925-943-2777 FAX 925-943-2778 PLANNING ENGINEERING SURVEYING TOTAL DLC 1026 LEGEND
EXISTING PROPOSED
CAT 5E VIDFO DETECTION
STREET LIGHT ams.
TOTAL CONDUCTORS
-+=== TRAFFIC SIGNAL
CONTROLLER CABINET
CONDUIT SIZE 2-4"
SERVICE CABINET
(X) - EXISTING CONDUCTORS PULL BOX •
ROAD SIGN
N- NEW CONDUHI
TRAFFIC LOOPS
DETECTOR HANDHOLE • ALL TRAFFIC SIGNAL HEADS SHALL BE 12" LED
AUDIBLE PEDESTRIAN HEAD VEHICLE SIGNAL CONFIGURATIONS
EVP
ITK VIDEO DETECTION DEVICE K CALIFORNIA
TRAFFIC SIGNAL MODIFICATION DARTMOUTH WAY AND BRONDON ROAD POLE AND CONDUCTOR SCHEDULE MONTEREY
SALINAS
OS 7.4 06-1975
LAYOUT LEGEND LAYOUT NOTES GENERAL NOTES
1 THE FIELD
HO FOR OB
AT AN LAN, SIDEWALA, CURE AND GUTTER, GRADING AND DRAINAGE IS BASED ON CITY SUBMITTAL /2016 CITY RESUBMITTAL
ANDO COBB COBBLE 3-5' ROUND
HONE: 541-928-7678 NG, SIZED AS NEEDED, SHALL BE IN PLACE - 21-20
ANY AND ALL WORK WITHIN CITY RIGHT OF WAY SHALL CONFORM TO ALL CITY STANDARD DETAILS AND S.C.D. SEE CIVIL'S DRAWINGS
BAI PLANTING AREA SHOWN
ALISH OPERATE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO MEA COLLIER METALS INC.
ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS. JLANCE, AND HONE: 972-494-3901 DRAWN: CHECKED:
A PROJ. FILE
seE CIVIL ENGINEERS PLANS FOR ADDITIONAL INFORMATION
SO NUTCRA ROAD, SUTE 220
925.943.2777
CONSTRUCTION MUST BE
CITY CODE/STANDARD / ORDINANCE COMPLIANCE
THE MOST
2671 CROW CANYONRD. SAN RAMON, CA 94583
12. SIGNED: 13.
LANDSCAPE ARCHITECT: DAVID GATES, RLA #1550
GATES
14. LEO GONE ASTON MUST EAT DEMENTAL POES SWIP, AND EROSION CONTROL
CALIFORNIA
SHEET INDEX
COVES SHEGENDS
LANDSCAPE NOTES OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
HERTON NOTES LEADS
SALINAS
LO.I I OF 15 06-1975
SHEET
1^ - -11 nas
PLANT LIST PLANTING NOTES
WAlEK USE
GENERA ACCESSORIES
SUL SON OF LAN LAR WITH PLANTING WORK AND UNDER THE
ECYCLED CHIPPED MULCH. COLO
DISCOUNCIES, THE PLAN SHALL GO AN FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF ALL MULCH WITHIN STORMWATER PLANTING AREAS MUST BE 3" OF WASHED PEA GRAVEL. SUBMIT Lily Of The Nile
OFFSITE.DWG, 9/21/16
DITS ALIASONS, CUT SHEETS OF ALL TEMS
5 SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE
NA COST TO THE CONTRACT A
3-6°0.C. 09/09/2016
• eucham Luciarys
WILDFLOWER HYDROSEED MIX A
ALL TREES SHALL BE STANDARDS UNLESS SPECIFICALLY NOTED
CONSTRUCTIOTO NOTIFY LANDSCAPE ARCHITECT OF AN CONFLICTS FOUND DURING SEE CITOTESAUNAS STANDARD PLANS 10,11, 12, 13 FOR STREET TREE DETAILS, CLEARANCES, STAKING, AND
EDING OPERATIONS TO BE COMPLETED PRIOR
GROUNDCOVER MUST BE PLANTED AS SHOWN ON THE PIAN INCLUDING LINDER SHRIIRS AND IN Blue dwarf Chic Lupine
SOILS
Valley Bluebells JOTIFY LANDSCAP
Blue eyed grass
A. 3B15- FROM PACIFIC COAST SEED
AT OUTFALL 'PLUG' PROVIDE 8'X8' PRESTO
GEO RUNNER SCOUR PROTECTION MATS ON
IPOST 50LBS GYPSUM AND IO0LBS OF
MPOS I AND FERTILIZERS FOR VERIFICATION
PLANT LEGEND
SOOTINFO
L3.I LAND PLANE CRITE DEUCE 2671 CROW CANYONRD. SAN RAMON, CA 94583
CALIFORNIA
PLANTING LEGEND & NOTES OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
SALINAS
LO.2 2 OF 15 06-1975
RIVER COBBLES IN MORTAR. NOTE SLOPE PLANTERS NIRD
STANDARD PLAN 12 FOR DETAIL
SURE. TYP.
COMPACTED DECOMPOSED
06-22-2016 CITY SUBMITTAL 08/29/2016 CITY RESUBMITTAL BM 09/09/2016 CITY RESUBMITTAL
MATCHLINE, SEE BOTTOM LEFT
MATCHLINE, SEE BOTTOM LEFT
NOTE: SLOPE PLANTERS INWARD
NOTE SLOPE PLANTERS INWARD MIN.1%. TYP. SEE CITY
MIN. 1% TYP. SEE CITY SIANDARD PLAN 2 FOR DETAIL
STANDARD PLAN 12 FOR DETAIL
AS SHOWN
SURE. TYP.
SEE LEGEND SURE. SAN JUAN GRADE ROAD
LANDSCAPE ARCHITECTURE LAND PLANNING • URBAN DESIGN 2671 CROW CANYON RD. SAN RAMON, CA 94583
PEDESTRIAN CONCRETE
SEE LEGEND, S.C.D.
RIVER COBBLES IN MORTAR, TYP
SAN JUAN GRADE ROAD GATES
SAN JUAN GRADE ROAD CALIFORNIA
LAYOUT PLAN I OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
MATCHLINE, SEE TOP RIGHT
SALINAS
MATCHINE SEE TO STEEL LI.I 06-1975
SCALE: I"=20'-0"
S.C.D. TP.
ESTRIAN CONCRETE EAST BORONDA ROAD
SPA SHE CEND CONOSEO
CPA
RON/WATER BARER DUAL EAST BORONDA ROAD
duIS
100
MATCHLNE, SEESHEET L13
L1.2 LAYOUT PLAN 2
OF 15 LAND PLANING URITN DESANE BM 08/29/2016 CITY RESUBMITTA OFFSITE IMPROVEMENT PLANS FOR BM 09/09/2016 CITY RESUBMITTA EAST BORONDA ROAD & SAN JUAN GRADE ROAD 671 CROW CANYON RD. SAN RAMON. CA 94583 06-1975 SALINAS MONTEREY COUNTY CALIFORNIA GATES
MATCHLNE, SEE SHEET ..2
AVING. TYF DEDESTRIAN GONCRE'
EAST BORONDA ROAD
S.C PAVING, TYP.
SCALE: ('=20:0"
L1.3 LAYOUT PLAN 3
5 OF 15 OFFSITE IMPROVEMENT PLANS FOR LAND PLARNG CHITE DESAN BM |08/29/2016 CITY RESUBMITTAL PROJECT BM 09/09/2016 CITY RESUBMITTA
EAST BORONDA ROAD & SAN JUAN GRADE ROAD 267I CROW CANYON RD. SAN RAMON, CA 94583 06-1975 SALINAS MONTEREY COUNTY CALIFORNIA
BM
190
MATCHLINE, SEE TOP RIGHT
PH
SAN JUAN GRADE ROAD
MATCHLINE, SEE TOP RIGHT MATCHLINE, SEE BOTTOM LEFT
ROAD
PH
SAN JUAN GRADE ROAD
SAN JUAN GRADE RC
MATCHUNE SE SHEET LET
EET DESCRIPTION
L2.1
PLANTING PLAN 1 06-22-2016 CITY SUBMITTAI
LANDSCAPE ARCHITECTURE
6 OF 15 OFFSITE IMPROVEMENT PLANS FOR
PROJECT 09/09/2016 CITY RESUBMITTAL
EAST BORONDA ROAD & SAN JUAN GRADE ROAD
06-1975 SALINAS MONTEREY COUNTY CALIFORNIA GATES
+ASSOCIATES
FILE PATH: SITE.DWG. 9/21/16
Anndihlana lAnnd andiAA
EAST BORONDA ROAD
FR
EAST BORONDA ROAD
FR
HB
MATCHLINE, SE SHEET L23
L2.2 PLANTING PLAN 2
7 OF 15 OFFSITE IMPROVEMENT PLANS FOR LANDSCAPE ARCHITECTURE
PROJECT
EAST BORONDA ROAD & SAN JUAN GRADE ROAD 2671 CROW CANYON RD. SAN RAMON. CA 9458:
06-1975 GATES
SALINAS MONTEREY COUNTY CALIFORNIA + ASSOCIATES
MATCHLNE, SEE SHEET L22
EAST BORONDA ROAD
SCALE: I"=20'-0"
L2.3
SCALE. AS SHOWN BM 06-22-2016 CITY SUBMITTAL
8 OF 15 OFFSITE IMPROVEMENT PLANS FOR LANO RARE CHAE OTS BM 08/29/2016 CITY RESUBMITTAL PROJECT 09/09/2016 CITY RESUBMITTAL
EAST BORONDA ROAD & SAN JUAN GRADE ROAD 2671 CROW CANYON RD. SAN RAMON, CA 94583 CHECKED:
06-1975 SALINAS MONTEREY COUNTY CALIFORNIA
COL-MET
SHRUB
SET ROOT BALL 2" ABOVE FINISH GRADE
CONCRETE CURB
MULCH, 3" LAYER
VATER BASIN, 5" HEIGHT (REMOVE AT END
CONGRETE PAVING
FINISH GRADE
'LANT PIT. 2 X CONTAINER WIDTH
DATE 09/09 /2016
PLANTING TABLETS, PLACE IN CONTACT
BACKFILL WIIH SOIL MIX PER
+
ORDERING DIVIDE NUMBER OF FEET NEEDED BY 9.33 TO OBTAIN THE NUMBER OF 10 PEICES PLAN
LINEAR ROOT BARRIER SHRUB PLANTING HEADER
SCALE: 1" = 10'-0" SCALE: N.T.S. SCALE: NOT TO SCALE
- FINISH GRADE @ PLANTING AREA
HEADER
NICH ROOTBALTYP
SEE NOTE • SCORETE CURB LANDSCAPE ARCHITECTURE LAND PLANNING • URBAN DESIGN 2671 CROW CANYON RD. SAN RAMON, CA 94583
CURB LINE-
NOTES:
A S-PLANT SACE STANCE Spacing # of Plants/S.F.
4.60 • FOR USE AS A GUIDE FOR SHRUBS AN
BOTTOM OF ROOT BALL
STAKING DETAIL BECTION A-A GATES
03%
PLANT SPACING TREE STAKING DETAIL DECOMPOSED GRANITE PAVING AT MEDIAN 2 SCALE: N.T.S. (4) N.T.S.
SCALE: 1" = 1'-0"
CALIFORNIA
(4" MAX 1/4" N
ORTAR IOINT. T
MFR: PACIFIC STONESCAPE, IN
OLOR: RAINBOW COBBLE 3-5" ROUND
PHONE: 541-928-7678
LANDSCAPE DETAILS OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
SOMS REPOR SUBGRADE, SEE SALINAS
CONTRACTOR TO SUBMIT SAMPLE
RIVER COBBLES IN MORTAR L3.1
SCALE: 1' = 1'-0" 9 OF 15 06-1975
RRIGATION NOTES WATER CALCULATIONS IRRIGATION LEGEND
THESE IRRIGAIION DRAWINGS BE INSTALLED: TIC AND MUL|P VALVE BUX INSTALL EACH BOX AN LOWES (orrsITE - HYDROZONE CHART
INDICATIVE IME WORK INDIALLED. EQUAL DISTANCE FROM CURB, BUILDING NOZZLE OPERATING OPERATING 8/18/16
DIHER IRRIGATION COMPONENIS LANDSCAPE FFATURF AND PROVIDE 12 RETWEN ROXI SYMBOL GPM . Madinzame Appled Water Use MODEL NUMBER DESCRIPTION RADIUS (FEET) SHUWN WILHIN HAVARCAS TURKAPHIC TOPS. ALIGN THE SHORT SIDE RECTANGULAR VALVE CLARIIY ONLY ANU ARE IU INSIALLED WIIHIN BOXES PARALLEL TO WALK, CURB, BUILDING OR 3. Estimated Total Water Use PLANING ARCA DUE SCALL UP LANDSCAPE FEATURE. 570S/FB-50-PC TORO BUBBLER, 0.5 TRICKLE DRAWINGS. IT IS NOT POSSIBLE INDICAL 1 AYOROZONE CALCUI TABLE MINIMUM PER TREE FITTINGS, SLeeves. CONDU.
MAY BE INVESTIGATE THE 12. THE CONTRACTOR SHALL LABEL CONTROL EACH REMOTE CONTROL VALVE WITH A " x WIRE AT T-YD-500-34 TORO AIR RELIEF VALVE HEMS WHICH REQUIRED. AREA ETAF X AREA
AND FINISHED CONDITION AFFECTING THE LANDSCOPEA ElWo •+ FCH-H-FIPT TORO FLUSH VALVE
SIKUCIURAL
GRADE 3/4 POLYURETHANE I.D. TAG, INDICATING
CON KAL WORK INCLUDING UBSIKUCIONS.
DIFFERENCES. IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND ORP 381 T-DL-MP9 TORO DRIP ZONE INDICATOR CITY SUBMITTAL CITY RESUBMITTAL DIr-ERENCES UK ARCA DIMENSIONAL 12720
THE EVENT OF FIELD DISCREPANCY WITH CONTRACT SIATION NUMBEK). LABEL IO CUNIKUL WINE.
DOCUMENTS, WORK Special Landscape Areas P-220-26 SERIES TORO REMOTE CONTROL VALVE
INSALLA ION IHE CONIRACIUR SHALL FERMANENILT SIAMP ALI
ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THI VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS P220-27-04/
IURO REMOIE CONIROL VALVE WIIH A PRESSURE
OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING NOIED IN CONSIRUCIION DETAILS. T-ALFD10150-L REGULATOR (SET TO 45 PSI) AND A 1" DISC FILTER TO THE CONTRACT SPECIFICATIONS. NOTIFY AND Totals
COORDINATE IRRIGATION CONTRACT WORK WITH 129/
13. THE REMOTE CONTROL VALVES SPECIFIED ON THE Maximum Allowed Water Allowance (MAWA 33 DNP RAIN BIRD QUICK COUPLING VALVE APPLICABLE CONTRACTORS FOR DRAWINGS A PRESSURE REDUCING TYPE. THE 888 INSTALLATION OF DWAYS, PANING ANES THROUGH DISCHARGE PRESSURE AS FOLLOWS: 2. Maximum Applied Water Allowance (MAWA) Gallons Per Yea NIBCO GATE VALVE (LINE SIZE)-3" AND SMALLER.
OR UNDER WALLS, PAVING AWA = (ETO)(0.62)[(LA * 0.45) + (0.55 * SLA)] STRUCTURES BEFORE CONSTRUCTION. DRIP EMITTERS= 45 PSI (C) WTPR03-C-30-SPH HYDKUPON WAIHER RAK SO S AON CONIRO -R THESE NOTIFICATIONS ARE PEDESTAL MOUNTED IN A STAINLESS STEEL ENCLOSURE. idential, 0.55 residential
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR BUBBLERS = 30 PSI 192-Comerson tector gatons per square fot per year)
REQUIRED REVISIONS CONTROLLER AND STATION NUMBER
18. INSTALL A GATE VALVE TO ISOLATE EACH REMOTE
3. ESTIMATED TOTAL WATER USE (ETWU) Gallons per year
CON|KOL VALVE OR GROUP OF RCVS LOCALD FLOW (GPM)
2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAME AS SHOWN GATH VALV- SHALL Br AS THF
CODES SANDARUS. AND REGULATIONS, ALL WORK ETo = Reference evapotranspiratior LARGEST REMOTE CONTROL VALVE IN MANIFOID. REMOTE CONTROL VALVE SIZE (IN INCHES)
AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH
THE LATEST RULES AND REGULATIONS ASSOCA-D K-MO - CONTRO VAV- NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING 19. FORS OPTIMUM PEST RANCE AL (gallons per square foot per year)
PUBLISHED BY HE WESIERN PLUMBING OVER
CODE
WALKS, ROADWAYS, AND/OR CONTROLLER AND STATION NUMBER
Or CAL ASSOCALON AND OIHCKSAIL UK SPRAY ONTO
REGULATIONS. ANOTHING IN THESE DRAWINGS SHE ARC AND RADIUS.
SELECT THE BEST DEGREE OF KADIUS AREA (SQ. FT.)
CONSTRUED TO PERMIT WORK NOT TO FIT THE EXISTING SITE CONDITIONS AND IHAUTILE
THE THE FLOW (GPM)
CONFORMING OIHESE CODES OR REGULATIONS FLOW CONTROL AT CAUM VALVE OBTAIN IHE
CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA OPTIMUM OPERATING PRESSURE FOR EACH CONTROL REMOTE CONTROL VALVE SIZE (IN INCHES) CHARGE. ANY ADDIIIONAL AND LABOR WHEN LUNE.
KLOUIRED BY THE COMPLIANCE WITH THESE CODES ASSOCIATED REMOTE CONTROL VALVE AND R-GULA IONS 20. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. MAIN LINE:
1120-SCHEDI 40 PVC PLASTIC PIPE WITH
SYSTEM WITH LAYOUT AND INSTALLATION OF 21. THE SPRINKLER SYSTEM DESIGN BASED ON THE SCHEDULE SOLVENT WELD FITTINGS.
HE PLANT MATERIALS TO MINIMUM OPERATING SHOWN ON THE 18" COVER.
PRESSURE
DRAWINGS. VERIFY WATER PRESSURE PRIOR
PLANTING 3/4" AND LARGER
CONSTRUCTION. REPORT ANY DIFFERENCE DEIWEEN
40 PVC PLASTIC PIPE WITH
AND WATER ACTUAL PRESSURE READING AT THE 40 PVC SOLVENT WELD FITTINGS.
AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION RRIGATION POINT CONNECTION TO THE OWNER'S 12" COVER.
TO DETERMINE IF ANY DELETIONS, AUTHORIZED REPRESENTATIVF SLEEVING, SCHEDULE 40 PVC PLASTIC PIPE. COVER
ADDITIUNS ARE REQUIRED INSTALE AND FESTED PROR TO INSTALLATON OF SYSTEM LANDSCAPE ARCHITECTURE 2671 CROW CANYONRD. SAN RAMON, CA 94583
TO BE AS INDICATED IN SPECIFICATIONS OR
22. IRRIGATION DEMAND: REFER TO PLANS. AS INDICATED ABOVE FOR PIPE DEPTH OF COVER.
4. THE MINIMUM AMOUNT OF WATER PETE IS TO PROVIDE 23. PIAN SADOR DURING STANG ANAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH THE MINIMUM AMOUNT OF 7
CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED _PART #RGP-212.
SUSTAIN GOOD PLANT HEALTH. ACCORDINGLY.
L TUBING TO BE INSTALLED 4" BELOW
GRADE IN A GRID ACCORDING
5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE 24. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR MINIMUM PIPE
CON RAC OK AND/OK OWNER O PROGKAMHE
SEAL #5. ATERAL WITHIN DRIP AREAS TO BE GATES
IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM EXTEND PVC HEADERS THE ENDS ALTHOSE NEST SUST25. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBL DRIP ZONES BALANCH SEE DETARS FOR FURTHER INFORMATION.
ANOR CHANG-S IN IH-KRICA ON AYODI
ROGRAM FOR SEASONAL WEATHER CHANGES, PLANT
O ORSTRUCTIONS NOT SHOWN ON THE IRRIGATION
MATERIAL. WATER REQUIREMENTS. VOUNDS, SLOPES
DRAWINGS SUCH AS FIRE HYDRANTS, SIGNS DRIP ZONE•
SUN, SHADE AND WIND EXPOSURE.
BELOW GRADE IN A 18
WHICH INCLUDES GRID ACCORDING O DEALS MINIMUM PIPE
RRIGATION OF LAILRAL LINH WITHIN DRIP
SILE PVC
AREAS TO BE PVCH-ADERS TO
CONTRACTOR THENDS O-AII DRIP ZONES TO BALANCE CALIFORNIA
NSTRUCTION SEE DETAILS FOR FURTHER
OPERATION OF THE IRRIGATION CONTROLLER INFORMATION.
INSULATING INSULATNG A SET. SEE MONTROL RESERVING REMOTE VALVES: ADJUSTING DESIGN IF
PLANTING DESIGN CHANGES FROM THE ORIGINAL
THE LANDSCAPE CONTRACTOR TRACTOR NEEDS NOT TON IRRIGATION LEGEND & NOTES OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY
LANDSCAPE ARCHITECT ANU IRRIGATION CONSULTANT OF
8. INSTALL TWO SPARE CONTROL WIRES OF A DIFFERENT ROPOSED CHANGES PRIOR TO INSTALLATION FOF
APPROVAI
AS MAY BE DIRECTED
9. SPLICING OF LOW VOLTAGE WIRES IS PERMITTED IN DEBRIS, SURPLUS MATERIALS AND VAVE ROYES ONYTAVE A SEONG 1" DIAMETER
MATERN OF ALOR
WATERING ANAS ALL THE PLANTS
WITHIN DRIPLINE SALINAS
ARE SUFFICIENTLY ESTABLISHED.
BOX". BOX BODY SHALL HAVE KNOCK OUTS. Irrigation Consultant:
ACCEPTABLE VALVE BOX MANU MANUFACTURER'S INCLUDE Russell D. Mitchell Associates, Inc. L4.0 8 OF 15 06-1975
11 INSA BE BULLING OR ANDREATURE IALK, CURB,
DESCRIPTION
MATCHLINE, SEE BOTTOM LEFT
MATCHLINE, SEE BOTTOM LEFT
BM 09/09/2016 CITY RESUBMITTAL
WATER METER WITH A 1" SERVICE LINE FOR
BE PROVIDED BY MAXIMUM
IKRIGAIIUN DEMAND GPM
PRESSURE A WAILK MEIEK LOCALION,'
IRRIGATION CONTROLLER "C". MOUNT ON PEDESTAL AT
THIS LOCATION DETAILED AND DIRECTED BY SAN JUAN GRADE
CONNECT TO 120 VOLT A.C. CIENTRICA!
SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL
CANTRACT IRRIGATION CONTRACTOR SHALL COORDINATE
LOCATION OF ELECTRICAL SERVICE PRIOR TO
CONSTRUCTION.
ESIGNED: FILE PATH:
SAN JUAN GRADE ROAD SAN JUAN GRADE ROAD
COOTERS
CALIFORNIA
MATCHLINE, SEE SHEET SEE SHE
ROAD 1ATCHL IRRIGATION PLAN OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1"
PIPING SHALL BE 3/4" IN SIZE (TYPICAL).
SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:
MATCHLINE, SEE TOP RIGHT 0-6 CPM H
7-12 GPM
NOTES:
SIZING OF LATERAL PIPE FOR DRIPLINE (11.5" O.C. GRID WITH A G
ON- RRRIFR CYMROIS SHOWANT TRESS GRAPHIC CARITY GPH OR
LESS EMITTERS) SHALL BE AS FOLLOWS:
INSTA MINIMUM TWO RIIRRI FRS TREE. INSTALL
DETAILED. 0-500 Irrigation Consultant:
R-OUR-D NUMR-RO- RRRRS AS SALINAS
501-1100 Russell D. Mitchell Associates, Inc.
IRRICATION FOLIPMENTI SHOWN WITHIN HARDSCAPE CAR
25" 101-700(
GRAPHIC CARITY ONIY INSTALl ДІ | IRRICATION FAHIPMENT WITHIN 15 2001-3000 -
"MATCHLINE, SEE TOP RIGHT PANTED AR-AS IRRICATION DIP- AND WIRE CRACCINA RENEATL
HARDSCAP- SURFACES SHAII CONTAINED WITHIN SLEEVING PIPE FOR SIZING OF LATERAL DRIPLINE (18" O.C. GRID WITH 0.6
SCHEDUI FI 40 PVC CONDHIT SI FEVING SIZE SHALL BE A MINIMUM GPH OR LESS MITTERS) SHAIL BE AS FOlOWS.
TWO TIMES THA ACCREGATE DIAMETER OF ALL pIpEs CONTAINED WITHIN SIFFVE PROVIDE VERTICAL FOR EIENTRICAI 0-1100 L4.1 06-1975 CONDIT ON EACH SINE HARDSCAPE AND TERMINATE ENDS AT 1101-2200
11.5" MINIMUM DEPTH AND 11.5" FROM HARDSCAPE SURFACE. 1.25" 3601-4800 FT SCALE: 1"=20-0"
SHEET
dOLS
EAST BORONDA ROA
- INSTALL 12" WATER LINE
LANDSCAPE ARCHITECTURE
1. CLAR BY ONER. INSTALL IS SMUM TO BUBBLERS
INSTALL BUBBLERS EACH
INSTALL REQUIRED NUMBER JBBLE
DETAILED.
IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE
FOR GRAPHIC CARITY ONIY INSTALL ALI IRRIGATION
EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND
WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE
CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC GATES
SLEEVING SIZE OF TWO
THE CONTAINED MATCHLINE, SEE SHEET L23
WITHIN SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL
ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE
11.5" IN SUM DEPTH ADAPT AND
TERMINATE ENDS
FROM HARDSCAPE SURFACE.
UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1"
PIPING SHALL BE 3/4" IN SIZE (TYPICAL).
SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: EAST BORONDA ROAD CALIFORNIA 0-6 GM
i75" 7-12 GPM
SIN OF TE PIPE OR IN SAL BE AS VITH 0.6 GPH
FOLLOWS:
75" 0-500 FT
501-1100 FT
1101-2000
1.25 2001-3000 FT IRRIGATION PLAN 2 OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY SIZING OF LATERAL PIPE FOR DRIPLINE (18" O.C. GRID
wIlH 0.6 GPH OR LESS EMIlIERS) SHALL BE AS
FALLOWS: 0-1100 FT
1101-22000
2201-3600
3601-4800 FT
Irrigation Consultant:
Russell D. Mitchell Associates, Inc.
SALINAS
tel 925.9
L4.2 OF 15 PROJECT 06-1975
SCALE: 1'=20-0"
92.30 RD
92.30 RD
92,30
BM 08/29/2016 CITY RESUBMITTAL BM 09/09/2016 CITY RESUBMITTAL DATE
AS SHOWN
DETENTION POND
92.30 DESIGNED: DRAWN: HECKED-
ГОЕ
92.30 TOE
EAST BORONDA ROAD LANDSCAPE ARCHITECTURE 671 CROW CANYON RD. SAN RAMON. CA 94583 GATES
NOTES:
EACH TREE. INSTALL CALIFORNIA
IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR
IRRIGATION EQUIPMENT WITHIN
CROSSING BENEATH
SIZE SHALL
DIAMETER CONTAINED
SWEEP FOR ALL ELECTRICAL
• OF HARDS ENDS AT
HARDSCAPE AND TERMINATE I
115» MINIMUM DEPTH AND AND11 " EROM HADOCADE CUDEACE
OFFSITE IMPROVEMENT PLANS FOR EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY UNSIZED ATFRAL INE PIPING ACATEN DOWN CTREAM AF 1
MATCHUNE SE SHEET L22
SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS:
" 75' 1-6 GPM
17_10 c
SIZING OF LATERAL PIPE FOR DRIPLINE (11.5" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS:
roation Concultant.
75" 501-1100 FT Russell D. Mitchell Associates, Inc. SALINAS 2001-3000 F 2000
1 5"
SIZING OF LATERAL PIPE FOR DRIPLINE (18" OC GRID WITH O6 CPH OR LESS EMITTERS) SHA BE AS FOLOWS.
0-1100 FT
101-2200 FT L4.3
2201-7600 SCALE: 1'=20-0' 11 OF 15 06-1975
3601 1900
LATERAL LINES SHALL BE PLACED IN
PAVED SURFACES. INSTALL VOLTAGE WIRES WITHIN
LUW
CONDUIT UNDER PAVED SURFACES. NUI TAPE
WITHIN CONDUIT. WIRES
3 REFER TO 09/09/2016 CITY RESUBMITTAL
1™ [25mm]7
7555 08/29/2016
SIDE VIEW
12(300mm) 15* (450mm)) 1450mm
- 24" MIN. |
•CONCRETE PAD-6"_[150mm] THICK
OTOP ENTRY IRRIGATION CONTROLLER. (MIN.) EXTEND 6" [150mm] BLYUND 10" ROUND VALVE BOX WITH BOLT DOWN LID.
FACH SIDF AND BACK. 24" [600mm]
2#6 BARE COPPER GROUND WIRE. FRONT AND 1" [25mm] ABOVE 2 8" [200mm] CLASS 160 OR SCHEDULE 40 PVC PIPE (NOTCH TO FIT TOP VIEW 3 120 VOLT LOCKABLE FINISH GRADE
OVER MAIN LINE PIPE). ODO" ROUND VALVE BOX WITH BOLT 19 E MESH! /2"[13mm] SQUARE CLEAN BACKFILL MATERIAL. 8 FINISH GRADE. 3 PVC MAIN LINE. MGR
UNDER IRRIGATION 8 BRICK - 2 TOTAL. 2 FINISH GRADE. DESIGNED: FIE PATH. • SCHEDULE 40 GREY PVC A FINISH GRADE. 1/4" x 1 1/4" x 3/16" [30mm DATE:
D 120 VOLT A.C. CONDUIT WITH SWEEP 3 LATERAL LINE.
× 30mm × 5mm] ANGLE IRON 30" SIPPLEULE 80 PVC THREADED
ELL TR LOW VLAGE WIRE. ® PEL IN VALVER 3/" [(20mm] DRAIN ROCK - 4" [100mm] DEEP (NO SERVICE FROM SOURCE 1mm ONE WI STANESS * MAIN LINE.
CONTROLLER LOCATION PROVIDED @24" MIN, [600mm] AND OR 12" © BRICK-2 TOTAL. PYC THRE LONG SCHEDULE BY CONIRACIOR. IRRIGATION [300mm] BEYOND HARDSCAPE. 3PVC MAIN LINE. 80 IHALADEU NIFFLE BUNDLE TUBING WIRING AT CONTRACTOR PROVIDE RIGID • 19 GAUGE 1/2" [13mm] SQUARE WIRE MESH. UPC APPROVED SCHEDULE 40 SELL CONDUI TRUM SERVICE PVC =BOW
STUB-OUT TO 8 GATE VALVE. ®3"C THREAD ED NG SCHEDULE 80 SCHEDULE 80 PVC THREADED ® DETECTABLE WARNING TAPE OVER MAIN LINE - 3" [75mm] ABOVE CON KOLLER GUr
• 6" ROUND BLACK 5 FINISH GRADE.
SWIICH AND COMPLEIE ELL. PIPE.
SERVICE TO • MALE ADAPTER. REFER TO LEGEND FOR FITTING TYPE. @CADWELD CONNECTIONS & QUICK COUPLING VALVE. • TYPICAL DISTANCE BETWEEN PIPES.
CONI KOLLEK.
© PEDESTAL ENCLOSURE. A 8' LONG COPPER GROUND ROD. NOPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD OCATE A MINIMM OF 10 AWA
(6) LOW VOLTAGE CONTROL WIRING.
FROM CONTRO FA SIZE.
CONTROLLER - PEDESTAL MOUNT GATE VALVE - 3" [75mm] AND SMALLER QUICK COUPLING VALVE TRENCHINC BE: SONE BEA: UN F02 DET: FRENCH LAND PLANNING • URBAN DESIGN 671 CROW CANYON RD. SAN RAMON, CA 9458 _UPHILL
REFER TO
IRRIGATION IEGEND
CALIFORNIA
D CONTROL COND MA VALE LEEN FLOW
(Q) SCHFD FRO PVC NIPP- 4
REGULATOR WHERE
TOTAL).
SSE A PAS P 19 RECTANGULAR • VALVE I.D. TAG (CONTROLLER FINISH GRADE © USE A (O UPC APPROV-D SCH-DU|- 40
AND STATION NUMBER). UPHIL
VAI VE BOX WITH ROIT DOWN LID
O SCHEDULE 80 PVC THREADED 2 RECTANGULAR VALVE BOX WITH ONE VALVE PER 1 SCHEDULE 80 PVC
BOLT DOWN LID. = 1 BUBBLER SLOPED GRADE LEVEL GRADE
UNION. NIPPLE -(4-TOTAL) LENGTH AS
NO EXCEPTIONS. INSTALL 15 GAL OR 24" BOX
T) PEA GRAVEL OR 3/4" DRAIN SHOWN IN BOX REQUIRED.
30X AS BUBBLERS
ROCK- 4" [100mm] DEEP BELOW NSTALLATION DETAIL. @PEA GRAVEL OR 3/4" [20mm] TREE BUBBLER PLACEMENT EXAMPLES CAI OR 48" RAY - A EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY VALVE (NO SOIL IN VALVE BOX). 3 SCHEDULE 80 PVC UNION BALL DRAIN ROCK 102mm] DEEP IRRIGATION DETAILS OFFSITE IMPROVEMENT PLANS FOR
RURRIERS
22 19 GAUGH 1/2° BELOW VALVE (NO SOIL IN VALVE
VALVE (ONE PER VALVE) OR 72" BOX = 6
INSTRUCTIONS: 13 UPC APPROVED SCHEDULE 40 A SCHEDULE 80 PVC THREADED| 319 19 GAUGE 1/2" [13mm) SQUARE BUBBLERS
1. STRIP WIRES APPROXIMATELY 1/2" (13 mm) TO EXPOSE WIRE. UNION WIRE MESH. 1) RURRI FR (TO BF INSTALLED ON 7 PVC TEF (SST). ELBOW (ST) OR © SCHEDULE 80 PVC 90° ELBOW REMOTE CONTROL VALVE WITH *SCHEDULE 80 PVC 90° ELBOW IOP OF ROOTBALL). FEMALE ADAPTER.
2. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO (TxT). PRESSURE REGULATOR (SET TO NOT OVERTIGHTEN. SCH. 40 8 PVC LATERAL LINE.
3. INSERT WIRE ASSEMBLY 4) PVC LaTERaL LINE. VALVE 1.D. TAG (CONTROLLER AND B VALVE CONTROL WIRE- • TREE STAKES.
SNAPS PAS ASSEN OTO DE TUE TUBE UNTIL WIRE CONNECTOR 3M-DRY § REFER TO IRRIGATION SPECS. 1 BRICK- 1 EACH CORNER. SA ON NUMR-R) SPLICES AND 3' 3 6" [150mm] STEEL STAPLE. • TREE OR SHRUB.
4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP 6" [150mm] MAX. E PVC MAIN LINE. SCHEDULE 40 MÁLE ADAPTER A FINISH GRADE. -XC-SS U WR- IN A
5. INSPECT SINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. VALVE CONTROL WIRE- PROVIDE 8 BRICK- 1 EACH CORNER. [25mm] DIAMETER COIL. EDGE OF ROOTBALL (TYPICAL). SALINAS SPLICES AND 98 SCHEDULE 80 PVC UNION • TREE OR SHRUB ROOTBALL.
SEAL PACKS AT ALL 9 PVC MAIN LINE @DISC FİLTER
[1m] OF EXCESS UF WIRE IN BALL VALVE (ONE PER
25mml DIAMETER COIL. VALVE). ® 1/2" [13mm] IPS FLEXIBLE PVC.
WEATHERPROOF WIRE SPLICE ASSEMBLY REMOTE CONTROL VALVE REMOTE CONTROL VALVE (DRIPZONE) TREE AND SHRUB BUBBLER L4.4 OF 15 SET: RiCV-UN-BV SEA: FREE-SBUB ROJECT 06-1975
SHEET
PC AI-RAI LIN-
-ROM VA V-. MINIMUM
SIZE TO BE 1" UNLESS
(1) AUIUMAIIC FLUSF
OTHERWISE NOTED.
VALVE PLUMBED
PLAN PLAN @ PVC FLUSH MANIFOLD.
-LUSH MANIFOLD Al
LOW PN. TO BE UNLESS TO BE
OTHERWISE NOTED. UNLESS OTHERWISE
2) rV FLUSH MANIFOLI NOTED.
UNLESS OTHERWISE MINIMUM SIZE TO BE 3 PVC TEE (SxSxS).
NOTED. 1" UNLESS OTHERWISE A PVC ELL (SxS).
MANIFOLD-TO-ELBOW NOTED | CITY RESUBMITTAL
3 MANIFOLD-TO-ELBOW $ TORO LOC-EZE ELL
CONN-CHON YP).
12" [300mm] TYPICAL CONNECTION (TYP). (FEE16). 06-22-2016 CITY SUBMITTAL
A PVC LATERAL LINE
MINIMUM (4) DRIPLINE LATERAL. 6 TORO LOC-EZE TEE
FROM VALVE.
5 AIR/VACUUM RELIEF (FTT16).
SILE UNLESS
TOP VIEW OF BOXES OTHERWISE NOTED. VALVE PLUMBED TO D BLANK 5/8" [16mm] DATE 129/
VAV D-NI-ICALION
5 PVC SUPPLY MANIFOLD. LANK 5/8" [16mm
UBING AT EACH HIG
6 MANIFOLD-TO-TEE EACH ISLAND
@ VALVE BOX • RATE VAVALVE BOX FOR OCV AND CONNECTION. © AIR/VACUUM RELIEF
TORO LOC-EZE TEE X
@ VALVE BOX LABEL • DRIPLINE LATERAL. HAVE LATERAL, BLANK 5/8" ® EURE, OE, LAWN, WALK, FENCE, [16mm] POLY TUBING
AIR/VACUUM RELIEF ADAPTER (FTV16)
3 VALVE BOX COVER LATERAl BLANK POLY CENTERED ON MOUND
) AIR/VACUUM R-LI
TUBING CENTERED ON OR R-RM.
4 RECTANGULAR VALVE BOX ALVE PLUMBED
MOUND OR RERM • PVC FLUSH MANIFOLD. TUBING AT HIGH SHOWN POINT.
® PE METER TO RAIS [50mm] TO 4" @ DRIPLINE LATERAL.
INSTRUCTIONS:
1. CENTER VALVE BOX. OVER REMOTE CONTROL VALVE TO FACILITATE [100mm] FROM EDGE. MANUAL FLUSH VALVE SERVICING VALVE © PERIMETER LATERALS
• AREA PERIMETER.
2. SET BOXES 1" 25mm ABOVE FINISH GRADE OR MULCH COVER IN @ ORPINE
GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF O DRIP OP-RATION FILE [100mm] FROM EDGE. NDICATOR INDICATOR LOCATED AT
• AREA PERIMETER. LOCATED AT
EACH
DRIPLINE ZONES. ZONE.
12 DRIPLINE OPERATION
INDICATOR LOCATED AT • AUTOMATIC FLUSH 13 ISLAND PERIMETER.
THE ENDS OF EACH VAIVE PIMRED TOI
4. SE ANNE PARALE AND PERPENDICULAR TO EDGE DRIPLINE ZONE. FLUSH MANIFOLD AT @ PERIMETER LATERALS
CURR STO
LOW POINT.
5. AVOID AROUND VALVE BOXES TO PREVENT NOTE: [100mm] FROM EDGE.
NO EXCEED 30 ANTH OF A SINGLE ORIP LINE RUN SHALL NOT THE TOTAL LENGTH OF A SINGLE DRIP LINE RUN SHALL NOT MO THE FRA LENCTA OF A SINGLE ORP LINE RUN SHALL NOT EXCEFD INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN INSTAN DRIP| INE 2-4" BELOW GRADE AND STAKE DOWN INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR EVERY OR AS REAIIIRED EVERY 4' OR AS REQUIRED.
AS R-QUIRED
VALVE BOX INSTALLATION SORR® OL 2000 CENTER FEED LAYOUT TORO DL 2000 END FEED LAYOUT TORO DL 2000 ISLAND LAYOUT SCALE: NONE SCALE: NONE
2671 CROW CANYON RD. SAN RAMON, CA 94583
ISOMETRIC
GATES
CALIFORNIA
SECTION/ELEVATION
NOTE: EAST BORONDA ROAD & SAN JUAN GRADE ROAD MONTEREY COUNTY USE VALVE FOR EVERY 7 GPM PER ZONE. IRRIGATION DETAILS OFFSITE IMPROVEMENT PLANS FOR 1 FINISH GRADE. ONE AIR/RELIA
LOCATE AT HIGH POINTS. SECTION /EI EVATION
DAIY THIRING
2 DEPTH OF TUBING PER AS NEECADY
RRIGATION LEGEND. 7 TORO LOC-EZE X 1/2" MTP • 1" ABOVE FINISH GRADE. © TORO DL2000 TUBING (1) FINISH GRADE. 3) DEPTH OF PVC LATERAL ADAPTER (FAM16). @ FINISH GRADE TORO O 10" ROUND PLASTIC VALVE BOX ©1" IN SHRUB/GROUND COVER @ SOIL BACKFILL.
RGP-XX-XXX| O}
PER IRRIGATION WITH LOCKING IN ADEAC
8 PVC TEE (SXSxT) WITH 1/2" 3 6" ROUND PLASTIC VALVE RUE STRIP POLY TUBING 3 DRIPLINE.
LEGEND @ FINISH GRADE ©36" COIL OF 1/2" FLEXIBLE PVC
[13mm] FPT ATI ST (EHD1645-XXX) AIR-RELIE:
DAv UCAT DDANA "AD" ANI
TORO LOC-F7E TEE A PERATION INDICATOF USE ONE PER ZONE AND LOCATED lATERAl
) PVC LATERAL LINE FRON LID IN 1" HIGH CHARACTERS 3 KBI BALL VALVE (CLT-1000S)| 8 BRICK-2 TOTAL CEN A 70N
(5 16)
EMATE CANTDAI MAIMO # TOrO PEA GRAVEL SUMP (6" DEEP).
5 DRIPLINE TUBING. DL2000 AIR/VACUUM • 1" SCHEDULE 40 PVC LATERAL 91/4" PEA GRAVEL-4" DEEP (NO • 2"-3" [50mm - 75mm] ABOVE FINISH GRADE.
RELIEF VALVE BRICK SUPPORTS (2 COMMON LINE SOIL IN BOX) 51" Y 1/2" SCH 40 pvc © REFER TO IRRIGATION LEGEND. SALINAS NOTE.
© TORO 10-342 E X 1/2" RRICKC REALIREN
THE TOTAL LENATH OFA SINGE DRIP LINE RIN CHAIL NOT REDUCÉR EXCEED FPT TEE (FTF16). NATIVE SOIL PER SPECIFICATIONS.
TORO DL 2000 CENTER FEED MANIFOLD SOR® ON 2000 AIR VACUUM RELIEF VALVE EMITTER LINE FLUSH VALVE TORO 2000 OPERATION INDICATOR SCALE: NONE
L4.4 06-1975
REVISIONS
ISSUT BID SET
DATE DESCRIPTION
NORTHRIDGE DRIVE
PUBLIC SITE ELECTRICAL SPECIFICATIONS KA PLAN RESUBMIT IAL 25/16 < 3 ESUB/ADDENDUM B
ion with the National Electrical 29/16 A ADDED MONUMENT ove all materials used for wiring, including conduit or
JUAN GRADE ROAD
PROJECT E BORONDA ROAD
SITE
ures shall be the brand and design as shown. No substitution sh
PRE-JOBS AND INSPECTIONS
STANDARD SPECIFICATING, ELECTEC COCK, INCPU.C.S CO
lighting), the City Electrical Inspector and the Landscape Architect.
CONDUIT
VICIN. TYS. MAP
50 51
XSP Series
LOCATION
The Landscape Architect in the field shall establish final landscape light locations the contractor snall include time in nis did tor nigntime aiming as directed SERVICE BOXES SSOE, Inc.
- STREETLIGHT P..&E SERVICE POIN
GROUNDING DETAIL
- BLACK
401
WIRING DIAGRAMS PERVI
53 Flec. Duse:Va 10/13/2015 CREE E
Ine contractor shall be responsible for obtainina the electrical permit P.G.& E. FEES
WORK RESPONSIBILITY NOTE: ALL STREET LIGHT POLES AND FIXTURES ARE TO BE PAINTED BLACK he developer will pay the P.G.& E. connection fees. Contractor shall coordina
STREET LIGHTING SYSTEM
BURN EI
Contractor to perform a (5) day burn test prior to acceptance. Never Stop Improving ® LOWE'S
WIRE: All materials and workmanship shall be guaranteed for one yeal
CONDUIT
BASES:
LUMINAIRES:
SPLICE BUX.
SUPPLY & INSTALL
- 24"- Street al
THESE PLANS WERE PREPARED IN CONJUNCIION WITH THE FOLLOWING PLANS 18" 24" In Dirt
30" In Street
ECEIVED PROVED SALINAS, CALIFORNIA
CIVIL IMPROVEMENT PLANS/GRADING PLANS. 3-26-10 JOINT TRENCH ELECTROLIER TITLE
LANDSCAPE ARCHLTECIURAL PLANS
SERVICE POINTS LOWE'S OF SALINAS
STREET LIGHT LOCATIONS BY:
RGA Design is not responsible for TRENCH FOR STREET TIGHT TRENCH FOR SHEET INDEX 09.11.15 any subsequent changes or revisions. TYPICAL STREET LIGHT CONDUIT LOCATION WITH OTHER UTILITIES. TYP. STREET LIGHT ONLY SL- 1 : U1.LL.10
SL- 2,3 ELECTROLIER PLAN
SL-1]
LEGEND
MATCHLINE AA SEE BELOW LEFT
PROPOSED STREET LIGHT CONDUIT
SCH. 40 PVC CONDUIT WITH
2-#8CU AND GROUND
CITY STA PROPOSED MONUMENT SIGN CONDUIT
2" SCH. 40 PVC CONDUIT WITH
A 2-#8CU AND GROUND
TRAFFIC SIGNAL LIGHT
BROTHE SIGNAL LIGHT TY STANDARD TYPE 15_ ELECTROLIE
1W CREE LED - BXSP-B-HT-3ME-
10K-UL-xx-R
15FT ARM 30FT POLE
STRET J
17" × 30" y 18" DO CAL FORTN
VORKING SPACE SHOWN
SPLICE BOX 3-1/2 PULL BOX
10" × 17" × 12" N9
* TRAFFERIGNAL LIGHT POLE NUMBER
SAN JUAN GRADE ROAD
PE ISELETANDAED
490 556-9
•G&E SERVICE POINT
TOP
* IN PARCEL 4
IDATROLIER TYPE SELECTARDARD
MONUMENT SIGN B
*- VE IND 'LOWE'S
SAN JUAN GRADE ROAD
R3
** SPY I5 ELEETROLIER
MATCHLINE AA SEE ABOVE RIGHT
LOWE'S OF SALINAS SALINAS, CALIFORNIA
SHEFT INDEY 09.11.15
SEE SHEET SL-3 ELECTROLIER TITLE 01.22.16
SL-23 ELECTROLIER PLAN
SL-2
DESCRIPTION
SEE SHEET SL-2 PAKUEL S LEGEND
SCH. 40 PVC CONDUIT WITH
2-#8CU AND GROUND
1ONUMENT SIGN D
PROPOSED MONUMENT SIGN CONDUIT
2" SCH. 40 PVC CONDUIT WITH
2-#8CU AND GROUND
40K-UL-
15FT ARM 30FT POLE
SAN JUAN GRADE ROÁD EAST BORONDA ROAD
WORKING SPA SHOW BOX PG&E)
SPLICE BOX 3-1/2 PULL BOX
10" × 17" × 12" N9
POLE NUMBER
UTILITY CON
SSOE. Inc.
8 S60e
[LOWE's ever Stop Improving ®
EAST BORONDA ROAD
ELECTROLIER PLAN EAST BORONDA ROAD LOWE'S OF SALINAS SALINAS, CALIFORNIA
SHEET INDEX
09.11.15 S1-23 FIECTROUER PIAN :01.22.16
SL-3
МІЛКОМ GENERAL NOTES: CONSTRUCTION NOTES: REVISIONS
6" MIN. 12" MAX. THE PREFERRED TRENCH LOCATION IS IN A PUBLIC UTILITY EASEMENT (P.U.E.). (EFECTIVE DATE 7-5-200G), AND INSTALATION BY CONTRACTOR MUST COMPLY WITH PRE UO STANDARD S5453 ALL DEPTHS AND RESULTING COVER REQUIREMENTS ARE MEASURED FROM FINAL GRADE.
LNORTHRIDGE DRIVE
CALL AROUND VAVATION - COMPACTOR SOME REA
88 BRANDY COMPACTED 7
BY THE SOILS ENGEPROVED BY THE UTILITY COMPANIES AND THE CITY. COMPACTION WILL BE TESTED AND PASSED TYPICAL JOINT TRENCH FOR POLE PRIA EX, TRANSTORICON 4. IF SOIL IS NOT ROCK FREE, ADD 4" DEPTH OF TRENCH FOR SAND BEDDING.
PRIMARY VAULTS, TRANSFORMERS, U.N.O.
5. VERIFY SPLICE BOX EXCAVATION SIZES WITH SUPPLIER(S).
E BORONDA ROAD 6. MORE ALARM SYSTEMS, PRATE TELEPHONE SYSTEMS, OUT ODOR ELECTACAL CABLE, EGION CONTROL LINES, BULLING 6. THE TRENCHING CONTRACTOR SHALL COORDINATE THE UTILITY COMPANIES INSTALLATION.
PROJECT RANA RATE! ACCORING SHALL MAKE HIMSELF FAMILIAR WITH THE PROJECT IMPROVEMENT PLANS AND CONDUCT HIS WORK SITE
PANSENT WE SECONDERED FOR ROSING OR SISTENECT IN PLACE ALL EXISTING FACILITIES. NO EXTRA 16" MINIMUM PER #G&E
8. PROVIDE SEPARATION FROM TRENCH WALL AND OTHER FACILITIES SUFFICIENT TO ENSURE PROPER COMPACTION.
HEALT REVEN ME PAUL PARO US
VARIES
SALINAS, CALIFORNIA
MINIMUM SANDRED FUENCE SACE AN EATE COME MESICS ARE THE CORE ACTOR RESPONSIBLY, PROPRATE MAN POWER.
MINIMUM BACKFILL REQUIREMENTS • BE MADE IN WRITING AND SUBMITTED TO THE COMPANY ADE DURING THE PLANNING AND DESIGN PHASE OF THE 11. CHIL ENGINEER SHALL PROTECT CONSTRUCTION STAKING. HE SHALL COORDINATE STAKING WITH THE PROJEC'S CHECK WITH LOCAL GOVERNIN AGENCIES FOR POSSIBLE VARIATION:
12. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) TWO WORKING DAYS PRIOR TO START OF WORK.
VICIN. TYS MAP
30" COVER 13. CONTRACTOR SHALL NOTIFY INSPECTORS OF ANY POTENTIAL CONFLICTS PRIOR TO START OF WORK.
PER UTILITY COMPANY,
0C ( 10. SEPARATIONS SHALL BE MAINTAINED AT ABOVEGROUND TERMINATION POINTS. 12" MIN.
MOST BE ARE T BUSING SOL CONDITONS CHANCE AND ARE TO BE TAKE A THE SCRE TON OU TIENCE RGA DESIGN, WORK RESPONSI 15. EACH BIALTY SOMPANY WERE NOT AVAILABLE AT THE STAR OF CONSTRUCTION. RENSIONS, IF FINAL PLANS FROM
JOINT BE SIS US NOT CONTAIN LOS ASE THAN EAR TO ELSE AN EN LEUNG JOINT TRENCH UNDER WATER & S.S. & S.D.
•MOTH PER SEE & NUE ONE ACT OUT POSE GHO CITY INSPECTOR E AND SCRENS SHAA RATION OF NATIVE SOLS BE USED TO SCATEVE PUST REUIRE REOUIREMEN REEN: g* DIAMETER BY 2ª DEEP; STANLESS STEEL MESH SCRE
EERED TING CONCRETE IF REGIO.
TRENCHING
EXCAVATE & BACKFILL
CAN MATERIAL
*ELECTRIC CABLE
SUPPLY & INSTALL OOOO• • UTILITY COMPANY C. DO NOT USE THE CONDUE THE COMBUT IS FOR PRES METERANG COURIENT OUT.
ELECTRIC CONDUIT JOINT TRENCH OVER WATER & S.S. & S.D. • CER TO ENEMIC DOCUMEN 878, TEARS ON RE SO CHE IS SORCERES.
PG&E AND CITY INSPECTOR
ELECTRIC BOXES 13. COMPETENT NAVE SOILS ARE PREFERRED TO BE USED FOR SHADING, BEDDING, AND BACKFILING THROUGHOUT THE
SUBSTRUCTURE VERIFICATION STAMP
SUPPLY & INSTALL 8880°
XCAVATION
ELECTRIC TRANSFORMER PADS PLEASE EVETO AND SIGN
NGINEERING GUIDELINE 4123
8880°
FIECTRIC SWITCHCFAR & TRANSEORMER
SUPPLY & INSTALL •
TEI EPHONE CONDIT
0000d
SOCH EXCAVATION_
TELEPHONE CABLE EXCAVATION 14. THE APPLICANT IS RESPONSIBLE FOR THE REMOVAL OF EXCESS SPOIL AND ASSOCIATED COSTS.
SUPPLY & INSTALL 00•00 15. SEPARATION BETWEEN GAS FACILITIES AND ELECTRIC FACILITIES MAY BE REDUCED TO 6" WHEN CROSSING.
TELEPHONE SPLICE BOXES
SUPPLY & INSTALL: 8808°
EXCAVATION IOINT TRENCH-
TEI-PHONE SAI. PAI 17. ALL BOXES SHALL NOT BE PLACED IN THE SIDEWALK WERE APPLICABLE.
SupPly & INSTALL
BOX EXCAVATION UTILITY APPROVALS Vever Stop Improving ® EXCAVATION TRANSFORMER CLEARANCE REQUIREMENTS:
UTILITY APPROVED BY DATE LOWe'S
C.A.T.V. CONDUIT RIMARY ROX SIZE
3' × 5 1. ABOVE ANY SINGLE PHASE TRANSFORMER LOCATION, MAINTAIN 20 UNOBSTRUCTED OVERHEAD CLEARANCE OVER PG&E ELECTRIC FOR RARENSE ONLY C.A.T.V. SPLICE BOXES 4'-6" × 8'-6" PISTANCE DATONS PER
2. ABOVE ANY THRE PHASE TRANSFORMER LOCATION, MAINTAIN 30 UNOBSTRUCTED OVERHEAD CLEARANCE OVER PG&E GAS
PYCAVATION
TYPICAL PG&E PRIMARY BOX AT&T (PHONE)
DIRECTIONAL DRILL / JACK AND EXCAVATION DETAIL GAS PIPELINE UNDERGROUND WARNING TAPE NOTES:
SUPPLY & INSTALL - CONDUIT COMCAST (CATV)
CCAVATION
ELECTRIC CONDUIT MINIMUM BEND RADIUS CITY ENGINEER
CONDUIT DIAMETER VERTICAL RADIUS HORIZONTAL RADIUS ONS FOR FINISH GRADES • SHE RESPECTINE CONTRACTOR TIE CORNE SE
NOT APPIICARIE INESS OTHERWISE SPECIFIED -12" -
IT STRETCHES WITHOUT BREAKING, DEVELOPER:
TRAILS TEN ZONE AMS ASSOCIATES. INC.
NOTE: WADNING TADE
315 MAX DO MAX BENDS IN ANY PRIMARD COMPUT 1R0. CONDUIT OR LESS. 801 YGNACIO VALLEY ROAD, STE 220 WALNUT CREEK, CA 94596
GAS METER REQUIREMENTS*
THESE PIANS WERE PREPARED IN CONIINCTION WITH THE FOLLOWING PIANS:
RECEIVED AL SHAGHAGHI
"FOR NEE OR METER CURED OSO INSED MALE RISER | MIN. HOUSELINE FIGURE 2 925-943-2777
VETEP TYPE
(INCHES) WAR NINE TAPE INSTRATOR JOINT TRENCH TITLE SALINAS, CALIFORNIA IN/A UNLESS USIN 6 тО 9
APPLICANT DESIGN (ELECTRIC) EX-HOSE N
LET THOSE METER 6 то 9 LOWE'S OF SALINAS
WARNING TAPE SHALL BE STORED IN SUCH A MANNER THAT LIMITS ULTRAVIOLET (UV) EXPOSURE. 40 × 36 X 4 SHEET INDEX
ANINCOADE
| LIGHT LOCATIONS PG&E PM#S: JOINT TRENCH TITLE SHEET
FLECTRIC: DESIGN CHANGE COMPONENT JT-23.45.6.7 JOINT TRENCH COMPOSITE 94 × 36 × 4 09.11.15
annabsent changes a reisions JOINT TRENCH SECTIONS
31226484 (R20) ANY CHANGES TO THIS DESIGN 01.22.16
Other uflities shown are approximate and based on field survey and available MUST BE APPROVED BY 31226486 (NB)
GM GAS:
DARE CAC AN
311223808 JT-1
NOTE TO CONTRACTOR: REVISIONS
FOR CONTRACTOR'S WORK RESPONSIBILITY,
vvorking space & easement Working Space & easement Working Space requirements equirements for #5 Vaul requirements for #6 Vault: requirements for #7 Vault: for Padmount Transformer: REFER TO JOINT TRENCH TITLE SHEET (JT-1) 3' 3' 3' 3' LEGEND
PROPOSED JOINT TRENCH
-3' 5 3' 4' 6 4'- -5' 5' -3'
• PROPOSED SEKVICE IRENCH
ORMER PAD (PG&E)
3 3' 3'
KISTING JOINT POLE TO REMAIN TRIFORMER PAHEAD GID B. VOO Maintain a clear, level working Maintain a clear, level working ER PAD (PG&E) per PG&E saving 722 per CRE space as shown, per PG&E
drawing 051122.
Maintain a clear, level workina
saving 51122: per PG&E BOX (PG&E)
RUCTED OVERHEAD
SAN JUAN GRADE ROAD
WORKING SPACE SHOW BOX PG&E)
Tel (925) 556-98B0 KWAY, SUTTE 204 D 12, C
PROPOSED GAS MFTFRIOCATION
FO REMAG OVERHEAD
4'x 6'x 18" GAS BELLHOLE (PG&E)
30" × 48" × 36" SPLICE BOX (AT&T)
36" × 72" × 36" SPLICE BOX (AT&T)
20" × 42" x 12" B-44 (CATV)
30" × 60" × 28" B-52 (CATV)
TIE INTO EXISTING GAS.
26" × 52" × 24" CATV POWER SUPPLY
8' BELOW EXISTING GAS LINE
METER PEDESTAL
PROPOSED POLE LOCATION
EXISTNG JOINT POLF
G — EXISTING GAS LINE
GAS METER LOGATION
- EXISTING ELECTRIC LINE
• eXISTING OVERHEAD LINE
- т - T — EXISTING TELEPHONE LINE
[38Y] EXISTING 6' × 12'x 7' MAN HOLE (AT&T)
LOWES CEMENTONS FOR
120,944 SF
31,384 SF - GARDEN CENTER
FO REMATOVERHEAD
LOwe's Never Stop Improving ®
GC
NO BU
a.
EXISTING JOINT POLE TO REMAIN.
LIC
SEE SHEET JT-3
JOINT TRENCH COMPOSITE SALINAS, CALIFORNIA
SUBSTRUCTURE LOCATIONS MUST BE STAKED BY A
CENSED SURVEYOR PRIOR TO CONSTRICTION
LOWE'S OF SALINAS
NOTE TO COMCAST:
PLEASE CONFIRM WHO WILL PROVIDE CONDUIT AND
VAULTS. DEVELOPER TO PROVIDE TRENCH. SHEET INDEX
NOTE | FOR ELECTRIC INSTALLATION: JOINT TRENCH TITLE SHEET
09.115
USE OF STANDARD PVC DB-120 IS NO LONGER APPROVED JT-2,3,4,5,6,7 JOINT TRENCH INTENT BY PG&E FOR 2" CONDUIT SIZE AND BENDS. PVC DB-120 JOINT TRENCH SECTIONS 01.22.16
CELLULAR CORE CONDIT CAR BE USED IN PIACE OF
STANDARD PVC DR-120 CONDUIT. FOR ALL APPROVED
2" CONDUITS AND BENDS, SEE BULLETIN TD-062288B-001. JT-2 !
NOTE TO CONTRACTOR: REVISIONS
SEE SHEET_JT-2 — FOR CONTRACTOR'S WORK RESPONSIBILITY,
EXISTING JOINT POLE TO REMAIN
REFER TO JOINT TRENCH TITLE SHEET (JT-1)
LOWES
CATION APPROXIMATE 120,944 SF "B-52 (CATV) LEGEND
31,384 SF - GARDEN CENTER
, PROPOSED JOINT TRENCH
BM 101540V 10 PLICE BOX (AT&T) -
OSED MONUMENT SIGN PROPOSED SERVICE IRENCH
120240V10
RANSFORMER PAD (PG&E)
MER PAD (PG&E)
"× 48" × 36" SPLICE BOX (AT&T) RUCIED OVERHEAD
30" × 60" × 28" B-52 (CATV)
: BOX (PG&E)
-D1-31
EXISTING JOINT POLF TO REMATI WORKING SPACE BOX (GRE) RGA
PROPOSED GAS METER LOCATION
4'× 6x18"GAS BEHOLE (PG&E)
30" × 48" × 36" SPLICE BOX (AT&T) те (25) 56-56)
36" × 72" × 36" SPLICE BOX (AT&T)
20" × 42" × 12" B-44 (CATV)
30" × 60" × 28" B-52 (CATV)
PARCEL 4
26"y5x 24 CAT POWER SIPPIY
PROPOSED JOINT TRENCH METER PEDESTAL
SE ANY ARE FOR DEANS LAT PROPOSED POLE LOCATION
- 30" × 60" × 28" B-52 (CATV)
EXISTING JOINT POLE
EXISTING JOINT POLE TO REMAIN - POWER SUPPLY W/ 100A SERVICE INSTALLED BY COMCAST - G — EXISTING GAS LINE
- E — EXISTING ELECTRIC LINE
ROPOSED TIE IN TO - (E)OH EXISTING OVERHEAD LINE
FI ECTRICAI RO
TO REMAIN - T — EXISTING TELEPHONE LINE
EXISTING CATV BOX TO REMAIN EXISTING 6' x 12' x 7' MAN HOLE (AT&T) - MONUM MENT SIGN
Working Space & easement Working Space requirements
FUTURE PARCEL JUT FOR requirements for #5 Vault: for Padmount Transformer:
FO REMATI — H3-25' 3'
3'
3' y 5' x 3'-6" SPLICE BOX (PG&E)
SAN JUAN GRADE ROAD PARCEL 2 3'- 5 3' - 3' -3' LOWE'S ever Stop Improving ® 30" y 48" × 36" SPLICE BOX (AT&T) 3'
х 844 (CA™V\
TO REMA DO POLE Maintain a clear, level working
space as shown, per PG&E
drawing 051122.
Maintain a clear, level working
enore de chaun nor deed
R/W drawing 051122.
PARCEL 3
Working Space & easement Working Space & easement
requirements for #6 Vault: requirements for #7 Vault:
20 × 42 × 12"- 3' 3'
4'- 4'L 5' 7
JOINT TRENCH COMPOSITE SALINAS, CALIFORNIA
SEE SHEET JT-
3' 3'
LOWE'S OF SALINAS
Maintain a clear, level working Maintain a clear, level working soace as shown. ner PG&E
drawino 051122 drawina 051122
NATE COD IINNEDADALND CICATIO INCTALL ATION. SUBSTRUCTURE LOCATIONS MUST BE STAKED BY A LICENSED SURVEYOR PRIOR TO CONSTRUCTION SHEFT INDEY 09.11.15 NOTE TO COMCAST: JOINT TRENCH TITLE SHEET
STANDARD PVC DB-120 CONDUIT. FOR ALL APPROVED PLEASE CONFIRM WHO PROVIDE CONDUIT AND - 2,3,4,5,6, 7 JOINT TRENCH COMPOSITE CONDUITS AND BENDS, SEE BULLETIN TD-062288B-001.
JT-3
REVISIONS
STRUCTURE LOCATIONS MUST BE STAKED BY NOTE TO CONTRACTOR:
AIs
ENSED SURVEYOR PRIOR TO CONSTRUCI
FOR CONTRACTOR'S WORK RESPONSIBILITY,
RES ON OR ROTE CRET, NO REFER TO JOINT TRENCH TITLE SHEET (JT-1)
GROUND ELECIRIC INSIALLAIION LEGEND
BY PG&E FOR 2 CONDUIT SIZE AND BENDS. PVC DB-120
CELLULAR CORE CONDUIT CAN RE USED IN PACE OF • PROPOSED JOINT IKENCH STANDARD PVC DR-120 CONDUT FOR A APPROVEI
2" CONDUITS AND BENDS, SEE BULLETIN TD-062288B-001. • PROPOSED SERVICE TRENCH 1ER PAD (PG&E)
ORMER D
1ER PAD (PG&E)
STATE OF CALLERS
OVER BOX RÜCTED OVERHEAD
ACE SH BOX (PG&E)
CLEARANCE OVER BOX
MATCHLINE - SEE SHEET JT-3
R/W
'0" × 42" × 1
PARCEL 3 H3-20' В-44 (САТИ)
MONUMENT SIG PROPOSED GAS METER LOCATION
3'× 5' x3'-6"$PLICE BOX (PG&E) - /FUGE PARCEL BUT FOR
200010 4' × 6'x 18" GAS BELLHOLE (PG&E)
-W1-25'
- 20°x42° X × B-44 (CATV) 30" × 48" × 36" SPLICE BOX (AT&T) 36" × 72" × 36" SPLICE BOX (AT&T)
TO REMA JOINT POLE * 20" × 42" x 12" B-44 (CATV)
30" x 48% 36" SPLICE BOX (AT&T) IN/
30" × 60" × 28" B-52 (CATV)
-30" × 48" × 36" SPLICE BOX (AT&T) 26" × 52" × 24" CATV POWER SUPPLY
MFTFR PEOFSTAI
PROPOSED POLF LOCATION
EAST BORONDA ROAD CS ING JOIN POLE
SAN JUAN GRADE ROAD - EXISTING GAS LINE
- EXISTING FI ECTRIC I INF
GIR HRS HE
- EXISTING OVERHEAD LINE
- T — EXISTING TELEPHONE LINE
20"x 42" x 12" B-44 (CATV) EXISTING 6 × 12 × 7 MAN HOLE (AT&T) LOWE's
BOLTO REMAN
Working Space & easement Working Space & easement Working Space & easement Working Snace remuiremente requirements for #5 Vault: requirements for #6 Vault: requirements for #7 Vault: for Padmount Transformer:
3' 3' 3' 3'
5 6 JOINT TRENCH COMPOSITE SALINAS, CALIFORNIA
-3'- -3' 4' 4' 5' 7 •5' -3'- -3'-
LOWE'S OF SALINAS
3' 3' 3'
Maintain a clear, level working Maintain a clear, level working SHEET INDEX spacing 5h022, Per PG&E drace as st122: per PG&E JOINT TRENCH TITLE SHEET - 2,3,4,5,6,7 JOINT TRENCH 09.11.15
Maintain a clear, level working JOINT TRENCH SECTIONS .01.22.16 space as shown, per PG&E
drawing 051122.
JT-4
NOTE TO CONTRACTOR: REVISIONS
SUBS RUCIURE LOCATIONS • SIAKED BI A
LICENSED SURVETOR PROR O CONS RUCTION DATE
FOR CONTRACTOR'S WORK RESPONSIBILITY,
NOTE TO COMCAST:
PLEASE CONFIRM WHO WILL PROVIDE CONDUIT AND Working Space & easement Vorking Space & easemer Working Space & easement Workina Soace reduirements REFER TO JOINT TRENCH TITLE SHEET T-1) requirements for #7 Vault:
VAULTS. DEVELOPER TO PROVIDE TRENCH. recuirements for to vaull. tor Padmount ranstormer:
LEGEND
3' 3' W-
PG&E FOR 2" CONDUIT SIZE AND BENDS. PVC DB-120 PROPOSED JOINT TRENCH CELLULAR CORE CONDU CAN I BE USED IN PLACEr
SANDARD PVC DB-120 CONDUII. FOR ALL APPROVEL PROPOSED SFRVICE TRENCH 3' 5 3' 4'- 4'- -5'- 7 5'- -3'- 3'-
CONDUITS AND BENDS, SEE BULLETIN TD-0622888-001.
SPACE SHOWER PAD (PRE
3' 3
Maintain a clear, level working Maintain a clear, level working rking space as shown, per PG&E space as shown, per PG&E ‹HFAI space as snown. per road
arawing 00112 arawing 0011LL arawing VolILL.
: BOX (PG&E)
TRUCTED OVERHEAD
SPLICE BOX (PG&E)
WORKING SPACE SHON (GRE
ONSTANTS ENGINER RETCH DESCEN
WORKING SPA RE
PROPOSED GAS METER LOCATION
4'x 6' x 18" GAS BELLHOLE (PG&E)
30" × 48" × 36" SPLICE BOX (AT&T) Tel (925) 556-9860
36" × 72" × 36" SPLICE BOX (AT&T)
20" × 42" × 12" B-44 (CATV)
30" × 60" × 28" B-52 (CATV)
26" × 52" × 24" CATV POWER SUPPLY
MFTFR PEOFSTAI
PROPOSED POIF LOCATION
EXISTING JOINT POLE
- G — EXISTING GAS LINE
177HS
• E — EXISTING ELECTRIC LINE
- (E)OH EXISTING OVERHEAD LINE
_ FYISTING TE EPHONE I INE
_30" y 48" Y 36" CPLICE BOX (AT&T)
[38Y FASTING MAN HOLE (AT&
207240V 10
. DW
- 17' × 30" × 18" SPLICE BOX (PG&E)
50" 52" TRANSFORMER PAD (PG&E)
- STUB OUT FOR FUTURE LOWe's
IW - W1_201
TO REMAINLECTRIC BOXES JOINT TRENCH COMPOSITE
LOWE'S OF SALINAS SALINAS, CALIFORNIA
LACE NEW CABLE IN EXISTING CONDUIT
SHEET INDEX
NINT TOEARL TITLE CHEEI
JT-2.3.4 5.6.7 JOINT TRENCH COMPOSITE
JOINT TRENCH SECTIONS .22.16
JT-5
SUBSTRUCTURE LOCATIONS MUST BE STAKED BY A REVISIONS
NOTE TO CONTRACTOR:
LICENSED SURVEYOR PRIOR TO CONS RUCTION
NOTE TO COMCAST: FOR CONTRACTOR'S WORK RESPONSIBILITY,
PLEASE CONFIRM WHO WILL PROVIDE CONDUIT AND
VAULTS. DEVELOPER TO PROVIDE TRENCH. REFER TO JOINT TRENCH TITLE SHEET (JT-1) INSTALLATION: LEGEND
MATCHLINE SEE SHEET JT-Z
BY PG&E FOR 2" CONDU SIZE AND BENDS. PVC DB-120
CELLULAR CORE CONDUIT CAN BE USED IN PLACE OF - PROPOSED JOINT TRENCH SIANDARD PVC DB-120 CONDUI. FOR ALL APPROVED
2" CONDUITS AND BENDS, SEE BULLETIN TD-062288B-001. • PROPOSED SERVICE TRENCH
MER PAD (PG&E)
Working Space & easement Working Space & easement ER PAD (PG&E) requirements tor to vauit. requirements tor to vauit.
STATE OF CALIFORN CIVIL
3' 3' LICE BOX (PG&E)
ICTED OVFRHFAD
-3'- 5 -3'- 4'- 6 4'-
BOX (PG&E)
& BOX
3' 3'
Maintain a clear, level working Maintain a clear, level working space as snown, per road space as snown, per roar
arawing 00112 arawing 00112 WORKING SPACE SHOE BOX PG&E
PROPOSED GAS METER LOCATION
4' x 6' x 18" GAS BELLHOLE (PG&E)
30" × 48" × 36" SPLICE BOX (AT&T)
36" × 72" × 36" SPLICE BOX (AT&T)
20" × 42" × 12" B-44 (CATV)
TED FARMLAND 30" x 60" × 28" B-52 (CATV)
26" × 52" × 24" CATV POWER SUPPLY
MEER PEDES AL
PROPOSED POLE LOCATION
EXISTING JOINT POLE
G — EXISTING GAS LINE
E — EXISTING ELECTRIC LINE
- EXISTING OVERHEAD LINE
• T — EXISTING TELEPHONE LINE
EXISTING 6' × 12'x 7' MAN HOLE (AT&T)
LOWE'S Never Stop Improving ®
working space & easement Working Space reduirements
requirements for #7 Vault:
tor Padmount Transformer
3' 3'
EAST BORONDA ROAD -5'- 7-5- 3'. -3'
3'
Maintain a clear, level working
, per PG&E
drawing 051122 JOINT TRENCH COMPOSITE SALINAS, CALIFORNIA Maintain a clear, level working
spaving 5h0n, per PG&E LOWE'S OF SALINAS
SHEET INDEX
JT-1 JOINT TRENCH TITLE SHEET
09 1115
JT-2,3, 4,5,6, 7 JOINT COMPOSITE
JOINT TRENCH SECTIONS 01.22.16
JT-6.
REVISIONS
A ISSUE DATE
NOTE TO CONTRACTOR:
DATE
Working Space & easement Working Space & easement Working Space & easement Working Space requirements FOR requirements for #5 Vault: requirements for #6 Vault: requirements for #7 Vault: CONTRACTOR'S WORK RESPONSIBILITY, tor padmount transtormer.
PLEASA COS, DEVELOPER TO PROVIDE TRENCH AND REFER TO JOINT TRENCH TITLE SHEET (JT-1) 3' 3' 3' 3'
LEGEND
5 3' 4' 6 4' 5' 7 5' -3' 3'-
PROPOSED JOINT TRENCH
PROPOSED SERVICe RENCH
2" CONDUITS AND BENDS, SEE BULLETIN TD-062288B-001.
3 3' 3 RANSFORMER PAD (PG&E)
Maintain a clear, level working Maintain a clear, level working Maintain a clear, level working drawing st 122. per PG&E drawing at 192, per PG&E MER PAD (PG&E) Maintain a clear, level working
, per PG&E
drawing 051122 CIVIL
"X 6' SPLICE BOX (PG&E)
RUCTED OVERHEAD
OVER BOX
BOX (PG&E)
WORKIN" SPACE SHOEBOX (PG&E
PROPOSED GAS METER LOCATION
4' × 6'x 18" GAS BELLHOLE (PG&E)
30" × 48" × 36" SPLICE BOX (AT&T)
36" × 72" × 36" SPLICE BOX (AT&T)
TE INTO EXISTING 6 12'7 MCKINNON STREET 20" × 42" × 12" B-44 (CATV) OCATION IS APPROXIMÁTE 30" × 60" × 28" B-52 (CATV)
26x544" CAT POWER SIDDY
METER PEDESTAL
PROPOSED POLE LOCATION
EXISTING JOINT POLE ssoe
- G — EXISTING GAS LINE
- E — EXISTING ELECTRIC LINE
FYISTING OVERHFAD I INE
- T — EXISTING TELEPHONE LINE
EXISTING 6'x 12'x 7' MAN HOLE (AT&T)
LOWE'S
EAST BORONDA ROAD
MATCHLINE SHEET JT-6 OINT TRENCH COMPOSITE SALINAS, CALIFORNIA
LOWE'S OF SALINAS
SHEET INDEX
IT TDEANU TITIC CUEET
JT-2,3,4,5,6, 7 JOINT TRENCH COMPOSITE 09.11.15
JOINT TRENCH SECTIONS 01.22.16
JT-7
-18" 24" -
18"-
18" It tree - • 18" T- 18"
" In In Street 18"
24" In Dirt 56" In Dirt 62" In Street 24" In Dirt Street AND B. VOR 62 in Street 24" In Dirt 1- 18'
In Street 24" In Dirt 3"" 30" In Street 5"1 " 30" In Street 30" In Dirt 46" In Dirt 52" In Street 14" In Dirt 50" In Street 45" In Dirt 51" In Street 16" In Dirt 52" In Street 12" " 5" " 30" In Street stin Street 36" In 37" In Dirt 43" In Street 30" In Dirt 36" In Street
in P & S
fin P & S
4"SANDBEI *4"SANDBED 4"SANDBED 4"SANDBED 4"'SANDBED
A"CANDRED *4"SANDBED
Section D1 Section D2 Section Section D4 Section E1 Section F1 Section F2 Section H1 Section H2 RGA 24"
30" ssoe
- 18"— 18"
- 18"
33°" Street In Dirt 36" In Street In Dirt 30" In Street 30" In Street' 24" In Dirt 30" In Street 38" In Dirt 44" In Street 144 324ih street - 30" In Street In Dirt
4" In =
P & S
S
3"' [SI
• 4"'SANDRFD 4"CANDRED 4"SANDBED
A"SANDBED
Section H3 Section H4 Section W1 Section W2
LOWE'S
[TRENCH OCCUPANCY GUIDE
SECTION G T C SIP OTHER
JOINT TRENCH SECTIONS CALIFORNIA
SOILS NOTES: CONTRACTOR NOTES:
DESPONSIRIE FOR ANY ABBREVIATIONS:
LOWE'S OF SALINAS SALINAS,
CONDITIONS AND NUMBER OF CONDUITS. PRIMARY (PARE
INIMUM SEPARATIO AND
FARANO REOUIREMENTS
2. RGA ASSUMES NO RESPONSIBILITY FOR ADDITIONAL WORK DUE TO THIS DIAN IS TO BE USED AS A GUIDE FOR TRENCHING WIDTH SECONDARY (PG&E) SHEET INDEX
ADVERSE IOR SITE CONDITIONS
CATV (COMCAST) JOINT TRENCH TITLE SHEET 09.11.15
3. PG&E WILL REQUIRE SOILS ANALYSIS FOR SUBSURFACE 3. CONTRACTOR TO ONE CUT BURY JT-2.345.6.7 JOINT TRENCH INCIDENTAL TRENCHING IN SPLICE BOX. CAPACITA
TRANSFORMER AN AREAS WHERE NO PHONE (AT&T)
TDANSEADMED (IE ADDI ICADI C VALL T ITO JOINT TRENCH SECTIONS MAY NOT SONIAN SECONDARY. 01.22.
ENTRANCE OR EXIT TRENCH IS SHOWN
GAS (PG&E)
JT-8