IRRIGATION NOTES:
er ee saline ae VIS T, Peete ae |. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL CODE. CONTRACTORS SHALL oe == —o SS cite VILL AGE Fe SECURE ALL NECESSARY PERMITS. “Y Z 4g eal SE Rg ya, See eee ORI VE — 2. CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING tS aes ey () Oop ce oe CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE 5 Se ee ARCHITECT, CITY ENGINEER OR HIS REPRESENTATIVE BEFORE PROCEEDING WITH WORK. // “ p iN aan 7) QO, p 2ae ites. a 22s 3. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING SHALL BE INSTALLED IN PLANTING AREAS
| ; =5 Bt EXCEPT WHERE IT IS INFEASIBLE.
I(P 9, SE ARE: A iat RR Bi he SS we coe ae | ee — tt a se 4. USE ONLY 14 AWG WIRE IN CONDUIT BETWEEN FLOW SENSOR AND MASTER VALVE. a = — ts : AE, ae —= | 5. PVC PIPE CEMENT , IPS WELD-ON PVC 712] BLUE MEDIUM-BODIED, SHOULD BE USED WITH |/2" TO I-I/2" PVC | alk > Pee 1 eae ND Sa re Se $ oy SNe PIPES.
Lay Sy FL Ser p h ie 2: NY 6. PVC PIPE CEMENT, IPS WELD-ON PVC Il GREY HEAVY-BODIED, SHOULD BE USED WITH 2" AND LARGER PVC =: fe) es r ee ———~ Ae 4 \ PIPES, AND ALL MAIN LINES.
~<a ‘ie. © & ; \, \\ ime Se \ 7. PVC PIPE PRIMER, IPS WELD-ON P-TO PRIMER PURPLE, SHOULD BE USED WITH ALL PVC CONNECTIONS > \ se ae 8. ALL VALVES ARE TO BE LABELED WITH CHRISTY'S VALVE IDENTIFICATION TAGS, IDENTIFYING STATION # I _-—EX WATERLINE er AND APPROPRIATE CONTROLLER IDENTIFICATION INFORMATION.
O | (J A a 4. ALL VALVE BOXES SHALL BE NUMBER STAMPED WITH CORRESPONDING TAGS ATTACHED TO MAIN WIRE SS (316° GATE oe | O i INSIDE OF EVERY VALVE BOX. ALL TAGS SHALL ALSO BE NUMBERED TO MATCH STAMPED VALVE Box.
S | 5 2: ORE Ad | Sj lO. CONTRACTOR SHALL FLUSH ALL MAINLINES PRIOR TO INSTALLATION OF VALVES AND ALL LATERAL LINES = 121 || 4 4 We | Dlg PRIOR TO INSTALLATION OF HEADS.
ay? Q @ alt | | (3 Xx | Y chy ll. WHERE POSSIBLE, ALL PIPING, PVC ELECTRICAL SLEEVES, ETC., UNDER PAVING SHALL BE INSTALLED PRIOR =| en : 2 | Q . : : a F : : | ene 40: Rese. amieiaa TO PAVING WORK. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. [2 | ae 25 oF 2 | eaiages sky 4 a = x : | < CONTROLLER I2. CHRISTY'S UNDERGROUND MARKING TAPE SHALL BE RUN WITH ALL MAIN LINES AND MUST BE INSTALLED AT hy mips —t ———= — = hl! | ae | | ny + ee, LEAST 6" ABOVE TOP OF PIPE. \@ iis 4 Ya B .: IB. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS.
6 SY A I4. ALL QUICK COUPLERS ARE TO BE LOCATED IN SHRUB AREAS WHENEVER POSSIBLE AND PLACED SIx (6) | peel INCHES FROM OUTSIDE HEADER.
| it oa I5. TRACING WIRE: ONE #10 ANG, SOLID COPPER, 600 VOLT, TYPE UF WIRE CABLE MUST BE TAPED TO ALL
MAIN LINES AND BE VISIBLY MARKED AND ACCESSIBLE AT ALL GATE AND/OR BALL VALVES | cS 2 ** CAUTION -OVERHEAD UTILITIES ON THE I6. SPEAR DRI-SPLICE SHOULD BE USED AS WIRE CONNECTORS: USE EXTRA DS300 SEALANT INSIDE NORTH SIDE OF THE EXISTING PARKING LOT CONNECTORS, I nl} ABOVE ADA RAMP. DISPERSION AREA I7. EACH WIRE SHAL BE INSTALLED WITH A 30" COILED EXCESS WIRE LENGTH AT WIRE END/VALVE x: ‘jibes METER (WM)-7 ’ : Id. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE eer | ae Ea SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTH.
TC aX , Iq. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE x. BACKFLOW é | 20. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. 2l. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS.
22. ALL IRRIGATION PIPE UNDER PAVING/HARDSCAPE TO BE INSTALLED IN SLEEVE
23. INSTALLATION DEPTH OF PIPING:
| - PVC PRESSURE MAINLINE: I8"MIN. i ‘ - - PVC NON PRESSURE LATERAL: |2"MIN. : - POLYPROPELENE TUBING: 4" MIN.
Fi
LANDSCAPE WORK TQ BE DONE
‘@) POTHOLE FOR EXISTING IRRIGATION MAIN LINE AND LATERALS AND CONNECT PROPOSED IRRIGATION.
PLANT DROUGHT TOLERANT (10) SHRUBS AS APPROVED BY
PUBLIC WORKS ON THE WEST AND NORTH SIDE OF WALL.
QQ) SAWCUT AND TRENCH THROUGH EXISTING PARKING LOT AND
INSTALL SLEEVES, PIPES, AND CONDUITS FOR PROPOSED
IRRIGATION AND CONTROL WIRES PER LANDSCAPE PLAN DETAIL B.
TRENCH RESURFACING PER CITY OF VISTA (COV) DRAWING
SRF-O8A & B.
PLANT VINES WHICH WILL CASCADE DOWN PROPOSED WALL, (12) MAXFADYENA UNGUIS—CACTI (CAT’S CLAW) 8’ ON CENTER. PLACE ON THE EASTERN HALF OF WALL AND EAST SIDE WALL.
PLANT VINES WHICH WILL CASCADE DOWN PROPOSED WALL, (9)
FICUS PUMILA (CREEPING FIG) 8’ ON CENTER. PLACE (3) SAWCUT AND TRENCH THROUGH SIDEWALK TO INSTALL CONDUITS ON THE WESTERN HALF OF WALL AND WEST SIDE WALL AND CONTROL WIRES PER LANDSCAPE PLAN DETAIL B. REPLACE
SIDEWALK PANEL IN KINDA. CONNECT TO EXISTING CONTROLLER WHICH HAS SEVERAL OPEN STATIONS. INSTALL 3° THICK FOREST FINES MULCH FROM AGRISERVICES IN OCEANSIDE OVER WEED BARRIER, ENTIRE PARKWAY AREAS.
@ ROUTE IRRIGATION TO DISPERSION AREAS AND ISLANDS IN
EFFICIENT WAY, UTILIZE SLEEVES UNDER HARDSCAPE AS NEEDED. INSTALL 6° TALL PERIMETER FENCE PER DETAIL, SHEET 9. *
SSS6
8 8 &
B®
(6) PLANT DROUGHT TOLERANT (3) SHRUBS IN DISPERSION AREA INSTALL 4° TALL PERIMETER FENCE PER DETAIL, SHEET 9
SUCH AS MEXICAN SAGE OR KANGAROO PAWS AS APPROVED BY
PUBLIC WORKS.
* INSTALL GATE PER DETAIL SHEET 9
(6) PLANT DROUGHT TOLERANT (4-6) SHRUBS AS APPROVED BY REDEE?- lee BEES ANU ESO a PUBLIC WORKS IN SOUTH LANDSCAPE ISLAND. *ALTERNATE BID ITEMS. (7) ON THE NORTH/TOP SIDE OF WALL CONNECT TO EXISTING agi, 2
IRRIGATION ZONES/LINES TO IRRIGATE PROPOSED TREES, SHRUBS AND VINES. COORDINATE WITH PUBLIC WORKS. EXISTING CONTROLLER ON CORNER OF VISTA VILLAGE AND CITRUS AVE NOTE: CITY RESERVES THE RIGHT TO SELECT & FLAG NEAR SHAKS RESTAURANT DRIVEWAY. PROPOSED TREES, SHRUBS AND PLANTS AT THE
CONTRACTOR'S NURSERY PRIOR TO DELIVERY, PLEASE
PLANT (4—24” BOX) TREES — WESTERN SYCAMORE (Plantanus PROVIDE 1 WEEK PRIOR NOTICE. racemosa) AS APPROVED BY PUBLIC WORKS ON THE NORTH
SIDE OF WALL AMONG EXISTING TREES AND LANDSCAPING.
STORMWATER
HIGH PRIORITY INSPECTION WDID NO.
GRAPHIC SCALE "AS BUILT” ENGINEER’S NOTE
‘ ee. ‘ . CITY of VISTA a UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE O CNFEET } SS ee a : —e DATE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER 4 inch = 20 ft. NOTE: QUANTITIES ARE SHOWN IN THE SPECIFICATION ARE APPROXIMATE. REVIEWED BY: OF THESE PLANS. IMPROVEMENT PLANS FOR: — CITY PROJECT CONTRACTOR IS RESPONSIBLE FOR VERIFYING BID QUANTITIES PER PLAN. MICHIGAN AVE PARKING LOT
INSPECTOR DATE LANDSCAPE PLAN
VISTA IRRIGATION DISTRICT MATT J. ATTEBERRY, P.E.
UNDERGROUND SERVICE ALERT CITY OF VISTA FIRE DEPARTMENT CITY OF VISTA. ENGINEERING DEPARTMENT ASCE Es SHES SECTION 4216 & 4217 OF THE GOVERNMENT CODE 200 CIVIC CENTER DRIVE, VISTA, CA 92084-6240 heen REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE PH (760) 643-5410 ISSUED BEFORE A “PERMIT TO EXCAVATE” WILL BE : SEE TITLE SHEET . SHEET GOF |O VALID. FOR YOUR DIG ALERT ILD. NUMBER CALL MoT ReOUIRES: CIT ENSINEER: DATE:
UNDERGROUND SERVICE ALERT AT 811 TWO (2) y; ih, W363 i2/zi|2e re [2 |2s- BENCHMARK: POINT # 2030 AS SHOWN ON R.O.S. NO.14023 WORKING DAY BEFORE YOU DIG. (NOT REQUIRED) DISTRICT ENGINEER RCE DATE No. DESCRIPTION Sari Oke I mE C “CITY OF VISTA SURVEY CONTROL” FOUND 2”ALUMINUM CAP | /)—4 7. 3() WEB ADDRESS: www.digalert.org or www.call811.com APPROVED DATE APPROVAL VALID FOR TWO (2) YEARS FROM DATE ae EE ENGINEER OF WORK = RCE EXP.LIC.DATE DATE EU. cicee Neues Plotted — 6/26/2025 4:24:54 PM :: Saved — 6/26/2025 3:31:02 PM :: O:\Engineering\Department Only\CIP\8332 — Michigan Parking Lot\Plans\COV—proposed—michigan parking lot.dwg :: jrivera LD25— 040 CIP NO 8332 08/26/2025
C5
FINISH GRADE
(4,) SLIP END CONNECTORS
SUPPLIED WITH VALVE
PVC MAINLINE- SEE
IRRIGATION SPECS. FOR
PIPE DEPTH
(1) BLockep TRUE UNION BALL VALVE
@ VALVE BOX - SEE IRRIGATION SPECS.
(TOP OF LID TO BE ENGRAVED)
© 3/4" PEA GRAVEL, 3" MIN. DEPTH
C7) 4" wwe Brick suProrr, ONE
PLACED AT EACH CORNER
4" MIN., 6" MAX.
VARIES - SEE IRRIGATION
SPECS FOR BOX TOP
HEIGHT
PAVING
*ALL SLEEVES TO BE TWICE DIAMETER OF PIPE (PER SPECIFICATIONS)
LATERAL LINE (IN SLEEVE)
MAIN LINE (IN SLEEVE)
(4) CONTROL WIRES (IN CONDUIT)
©) BACKFILL (SEE SPECIFICATIONS)
©) 18" LATERAL
24" MAIN
© CONCRETE
(410-€-2000)
THRUST BLOCK
Gleaatarve
© pre oe necicen
@) UNDISTURBED SOIL
18" MIN.
LEGEND
BACKFLOW PREVENT. Y (SEE LEGEND)
WYE STRAI 60 MESH MONEL SCREEN
REGULATOR
BRASS UNIONS (2)
6) 4° THICK CONCRETE PAD 520-C-2500
© FINISH GRADE
@) 12"xI2"xl2" CONCRETE THRUST BLOCKS (2)
STAINLESS STEEL STRONG BOX ENCLOSURE
TALL PER MANUF. SPECIFICATIONS)
= LAYER
NOTES:
° RPSBP.TO BE MIN. 2 STRUCTURES
e WHEN NEXT TO A STRUC MOUNT TEST COCKS
ON OPEN NON-STRUCTURE SI
° WRAP PREVENTER WI BACKFLOW TION
MATERIAL PER LOCAL STANDARDS
| @® BALL VALVE NTS. SLEEVING UNDER PAVING N.T.S. © CONCRETE THRUST BLOCKS
urs. [(O-BACKFLONW PREVENTER
© Pins crave a) QUICK COUPLER VALVE WW/ LOCKING
©@ VALVE BOX WITH COVER © - patie NT RY AS Oy See (TOP OF LID TO BE ENSRAVED) a se ec ala th cana ear ERAGE NIPPLE, ~ SIZE AS REGURED. SS A | 7 aa @® WATERPROOF CONNECTION — BRASS COUPLER (THREADED) © NCH BALL VALVE (4,) BRASS RISER-LENSTH AS REGUIRED.
@ ms (5) BRICKS, MIN. OR 3 AROUND BASE
i as 18° ©) | CUFT. (MIN) PEA GRAVEL SUMP
WITHIN BOX.
oa ae lal @) PVG PRESGURE PIPE FROM ISOLATION © BALL VALVE W MALE ADAPTER, (8) Pvc set. 80 FEMALE ADAPTER © Pvc sck 40 FEMALE ADAPTOR =) oh < (© LATERAL PIFE sites \y AY ANGULAR PVC SCH. 40 45 DEGREE . \ O\ Pay 0) Box WITH LOCKING BOLT LID” FITTING, FOUR (4) REGUIRED RECTANGULAR PLASTIC VALVE © 3/4" PEA GRAVEL, 3" MIN, DEPTH ) Pre Sct 60 NIPPLE (LENGTH AS REGURED) 4 aa Qyy OX Zi Vee , (TOP OF LID TO BE ENGRAVED) §* PEA GRAVEL, 9° MIN. DEPTH BOX W/ LOCKING BOLT LID (TOP (ONE CUBIC FOOT) -* @ Pve sc 40 ELL 8 11) ta" FROM WALKS, CURES OR WALLS. ae er Nyy vd RC yP @ ELECTRIC REMOTE CONTROL VALVE (ONE CUBIC FOOT) OF LID TO BE ENGRAVED) @) PRESSURE SUPPLY LINE Bi / / @ Pvc scxt20 ‘auras (2) a aS a ee : \\y, pp (3) FINISH eRADE SoH OO) PPLE CTH? @) ELECTRIC REMOTE CONTROL VALVE SCH. BO UNION AND PVG SCH 40 ELL SEE SPECS. FOR CONCRETE TYPE. § 6) (4) PRESCURE SUPPLY LINE ion hae sis @) SCH. 80 PVC MALE ADAPTER @) PVC ScH 40 TEE OR ELL (3) VALVE Box WLockiNs covER PULL BOX LEGEND ©) FINISH GRADE ; (5\16) © wanene pire (4) SUBGRADE 3-M, DBY GELL FILLED SPLICE KIT. COMM. CABLE SPLICING FOR (5) wion (4) pve tx SCH. 80 NIPPLE (TYP) SEE SPECS. ai sox AD SATELLITE TERAL LINE PIPE (©) PEA GRAVEL, 3° MIN, DEPTH NOTES: cover 3-INCH MINIMUM DEPTH OF NOTE: ©) Pve scx 40 40 DEGREE ELL Gi) 4° WIDE BRICK SUPPORT ONE |. ALL GCVS TO BE ISOLATED DOANSTREAM OF AN ISOLATION BALL VALVE. © sa TRE RATE jetlianaoll VA aie Wa keen or ae . PLACED AT EACH CORNER @) Pve sc# 60 NIPPLE, cLose Gs wera CGP cal Rak ences CoN: GS) MRE SPLICE KIT: DEY S) ae eee VALVE BOX LID, AND 2" MINIMUM CLEARANCE © Brick surroRt al ecb ci shred astra 2 BRICK | OF 3 BRICKS SCH 40 ELEC. CONDUIT PIPE FROM THE BOTTOM OF VALVE ‘AND TOP OF VALVES Be vertu . 4. GUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED 24V CONTROL WIRE SPLICE COMM. CABLE IN 30" COIL GRAVEL SUMP. ey cee cate gt aa BRE plying eenee 3° MULCH LAYER : eR A te Veweien 5 ep 7. 7 OF ae a TO REMOTE CONTROL VALVE. (2) RECORD FULL BOX LOCATION (©) MASTER CONTROL VALVE NTS. © REMOTE CONTROL VALVE nts. {© DRIP LINE VALVE KIT nts. |(H) QUICK COUPLER VALVE IN BOX nts. |C1) PULL BOX INSTALL EVERY 200' MAX.
vile sales
I 4"
FINISH GRADE
(2 REQUIRED)
RECTANGULAR VALVE BOX
(TOP OF LID TO BE ENGRAVED)
8" DIA. CL 160 PVC SLEEVE BOTTOM
TO BE FLARED AND CONTACT TOP
OF PRESSURE SUPPLY LINE
(4) ron sensor, REFER TO LE6END
FOR MODEL NUMBER AND SIZE
©) PVC REDUCING COUPLER
WATERPROOF CONNECTORS WITHIN
©
PVC MAINLINE
©) ELECTRICALCONDUIT RELAYED BACK
TO THE MASTER CONTROLLER.
CONTROL WIRE WITH 30*
EXPANSION COIL
@) 3/4" GRAVEL SUMP
(ONE CUBIC FOOT)
5X PIPE DIA. MIN. DOWNSTREAM
Ci) |OX PIPE DIA. MIN. UPSTREAM
(2) erick surrorr
NOTES:
|. 4" GRATE IS ALSO AVAILABLE IN PURPLE .
2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH.
3. OPTIONAL SAND SOCK (RNS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA.
4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.
5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.
Q@) ROOT WATERING SYSTEM: RAIN BIRD RNS-B-1402 (INCLUDES RETAINER, 361" (4l4 CM) TUBE, O5 GPM BUBBLER, 4" (IO2 CM) GRATE, VERSATILE SWING ASSEMBLY WITH 1/2" (13 CM) M NPT INLET) ® BUBBLER: RAIN BIRD 1402 05 GPM (INCLUDED)
® FINISH GRADE/TOP OF MULCH
® 4" LOCKING GRATE (INCLUDED)
©) 12" snINe ASSEMBLY (INCLUDED)
© 1/2" MALE NPT INLET (INCLUDED)
@ PVC SCH 40 TEE OR EL
PVC OR POLYETHYLENE LATERAL PIPE
4" WIDE X 36" OR 18" LONG RIGID BASKET WEAVE
CANISTER (INCLUDED)
OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS
@) 3" mc
TE-P).
Zz
IN
Z
INSET A
ee I chy -
V Vv Vv
eee
NOTES:
|. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE.
2. WHEN USING I'TMM INSERT FITTINGS WITH DESIGN PRESSURE RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING.
OVER SOPSI, IT IS
Q)Pve EXHAUST HEADER
Q@)Pve scH 40 TEE OR EL (TYPICAL)
@) Bars X MALE FITTING:
RAIN BIRD XFF-MA FITTING (TYPICAL)
@) FLuse POINT (TYPICAL) SEE RAIN BIRD DETAIL "xFC FLUSH POINT" © PERIMETER OF AREA ©) PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA @ ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFCV DRIPLINE @)Pvc suPPLy HEADER
@pve DRIP MANIFOLD FROM RAIN BIRD
CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @pve SCH 40 RISER PIPE TYPICAL 24 VOLT
WIRE SPLICE KIT
FOR ZONE VALVES
4, cel
TOP VIEW if
TOP VIEW
|. INSTALL '3-M' PRODUCTS GELL FILLED SPLICE KITS
OR EQUAL (3-M DBY IS APPROVED AS EQUAL)
CONNECTOR @ MAKE SURE THE WIRES ARE COMPLETELY
COVERED WITH THE JELL TYPE MATERIAL.
2. INSERT WIRES TO THE BOTTOM OF THE WIRE CONNECTOR
3. SNAP LID TIGHT WITH WIRES FIRMLY IN PLACE.
| @ FLOW SENSOR NTS. ®©® ROOT WATERING SYSTEM N.T.S. IO ON SURFACE DRIPLINE N.S. © WIRE SPLICING NTS.
Ty HUNTER MP ROTATOR NOZZLE
SET BOTTOM OF CAP AT GRADE
CURB 3 GUTTER OR SIDEWALK WHERE
APPLICABLE
= 4" OR 6" POP-UP SPRAY HEAD
3"
4/2" X 2" SCH.80 PVC NIPPLE
4/2" MIPxFIP MARLEX 90 ELL (2)
1/2” X 8" SCH. 80 PVC NIPPLE
bs 1/2" MIPxFIP MARLEX 90 ELL
SOLVENT WELD SCH.40 PVC TEE OR ELL
PVC LATERAL PIPING
USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. 6" POP-UP SPRAY HEAD N.T.S.
N 3 GPM 0 LESS SECTION
= ra
i APPLICABLE
HUNTER MP ROTATOR NOZZLE
SET BOTTOM OF CAP AT GRADE
CURB AND GUTTER OR SIDEWALK WHERE
12" HI-POP SPRAY HEAD
1/2" X 4" SCH.80 PVC NIPPLE
1/2" MIPxFIP MARLEX 90 ELL (2)
1/2" X 8" SCH.80 PVC NIPPLE
=e PVC LATERAL - RECYCLED PURPLE
T
yes ts WELD SCH.40 PVC FITTING
1/2” MIPxFIP MARLEX 90 ELL
USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. © 12" POP-UP SPRAY HEAD N.T.S.
GREATER THAN 3 GPM SECTION
NOTE: QUANTITIES ARE SHOWN IN THE SPECIFICATION ARE APPROXIMATE.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING BID QUANTITIES PER PLAN. ”? AS
BUILT”
ENGINEER’S NOTE
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
CITY of VISTA
RCE EXP. Pare RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. RENE GR ae oa ie THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER RIRESUERIENT LANG DES PROUEGT
MICHIGAN AVE PARKING LOT
INSPECTOR DATE LANDSCAPING IRRIGATION DETAILS
VISTA IRRIGATION DISTRICT MATT J. ATTEBERRY, P.E.
UNDERGROUND SERVICE ALERT CITY OF VISTA FIRE DEPARTMENT CITY OF VISTA, ENGINEERING DEPARTMENT SiN) REE GRAIN BISTLES SECTION 4216 & 4217 OF THE GOVERNMENT CODE 200 CIVIC CENTER DRIVE, VISTA, CA 92084-6240 a REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE PH (760) 643-5410 ISSUED BEFORE A "PERMIT TO EXCAVATE” WILL BE . SEE TITLE SHEET SHEET 7OF | O VALID. FOR YOUR DIG ALERT |.D. NUMBER CALL Ge aE Aes: PATE:
UNDERGROUND SERVICE ALERT AT 811 TWO (2) gh, 263 jalalee ¢/2ehs BENCHMARK: POINT # 2030 AS SHOWN ON R.O.S. NO.14023 WORKING DAY BEFORE YOU DIG. (NOT REQUIRED) DISTRICT ENGINEER RCE DATE NO DESCRIPTION ae wae | aoe 1 pa rCITY OF VISTA SURVEY CONTROL” FOUND 2"ALUMINUM CAP D—-4730 WEB ADDRESS: — www.digalert.org or www.call811.com APPROVED DATE APPROVAL VALID FOR TWO (2) YEARS FROM DATE Freee PHANCES ENGINEER ORK = RCE EXP.LIC.DATE = DATE ELEVATION = 348.65 NGVD'29
Plotted — 6/26/2025 4:25:36 PM :: Saved — 6/26/2025 3:31:02 PM :: O: \Engineering\Department Only\CIP\8332 — Michigan Parking Lot\Plans\COV—proposed—michigan parking lot.dwg :: jrivera LD25—040 CIP” NO. B33IZ
08/26/2025
C5
19. Zi.
ON-SITE LOCATION
oe &
22:
24. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING.
CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK.
ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCIES.
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK.
CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREN.
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION AT FOLLOWING TIMES, UNLESS OTHERWISE DIRECTED:
- IRRIGATION COVERAGE, PRIOR TO PLANT PLACEMENT;
- PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING;
- PRE-MAINTENANCE APPROVAL;
- POST-MAINTENANCE APPROVAL/ FINAL APPROVAL.
THE MAINTENANCE PERIOD SHALL BE 120 CALENDAR DAYS AND SHALL INCLUDE THE SCOPE OF WORK AS DEFINED IN THE SPECIFICATIONS. IT SHALL
COMMENCE UPON WRITTEN NOTICE BY OWNER'S REPRESENTATIVE, WHEN ALL IRRIGATION € LANDSCAPE IS |OO% COMPLETE.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. . OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL.
PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED.
WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND.
CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSE.
. PERCOLATION TEST SHALL BE CONDUCTED ( PER CITY OF VISTA REQUIREMENTS # AS FIELD/SOIL CONDITIONS REQUIRE).
. ALL ROCKS AND DEBRIS THREE INCHES (3") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND FROM THE SITE.
. PRIOR TO PLANTING, ALL IRRIGATION SYSTEMS SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED.
SHRUB AND GROUNDCOVER MASS QUANTITIES AND/ OR SPACING ARE SHOWN ON PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. . PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE.
PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S
REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING.
. ALL TREES WITHIN |O' OR LESS OF HARDSCAPE AREAS (WALLS, CURBS, ROADS, BROW DITCHES, DRAINAGE STRUCTURES, ETC.) SHALL BE INSTALLED WITH A 24" MIN. ROOT BARRIER DEPTH EXGEFRF-AHERE Stee GELetS te Be MB=A LESSEE Sh 4 SLANG SSm GUA Ce SEAT ONS AME BETAS,
ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFAC:
FOR A DISTANCE OF |2' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MFG BY 'BIO-BARRIER' OR APPROVED EQUAL. BARRIERS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
AT COMPLETION OF MAINTENANCE PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2LBS/ |OOO SQFT AND WATER IMMEDIATELY WITH A THROUGH IRRIGATION CYCLE.
20.S0IL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL
TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY THE CONTRACTOR. AFTER ROUGH GRADING SOIL SAMPLES SHALL BE TAKEN FROM
ENOUGH LOCATIONS ON THE SITE, TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. ANALYSES SHALL BE PERFORMED BY A QUALIFIED SOIL LAB. CONTRACTOR SHALL FOLLOW TESTING PROCEDURES AS DEFINED BY THE CITY OF VISTA. TEST SHALL INCLUDE, BUT NOT BE LIMITED TO, TESTS
FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S
REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS PREPARATION PRIOR TO INSTALLATION.
BID MIX FOR SHRUB AREAS:
PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER
CUBIC YARD:
-lOO% OF NATIVE SOIL
-2" TOP PRESSING OF NITROHUMUS OR APPROVED EQUIVALENT.
-l6 LBS GRO-POWER PLUS
-2 LBS FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL PRIOR TO USE.
-THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT.
MIX FOR TURF AREAS:
SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET:
-6 CU YARDS NITROGEN STABILIZED ORGANIC AMENDMENT
-20 LBS EXPAND HUMUS BASED SOIL CONDITIONER WITH MICRONUTRIENTS -lOO LBS OF GYPSUM
"SOIL PREP" TO BE MIXED INTO THE TOP 8" OF SOIL THROUGHOUT THE SITE
CONTRACTOR SHALL IMMEDIATELY UPON THE AWARD OF THE CONTRACT,
ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS.
PLANTING BEDS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE
STRUCTURES OR TO STREET (SEE ENGINEER'S GRADING AND DRAINAGE PLANS). CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE.
SEE ENGINEER'S PLAN FOR LAYOUT OF ALL CURBS, WALLS, RETAINING WALLS, UTILITIES, SITE GRADING AND DRAINAGE. SEE ARCHITECT'S PLAN FOR LOCATION OF ALL BUILDINGS.
ALL PLANTING SHALL BE GUARANTEED THROUGHOUT THE MAINTENANCE PERIOD. TREES, SHRUBS, AND PALMS SHALL BE GUARANTEED FOR A PERIOD
UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE
ao.
26. 27.
28. 24.
OF ONE YEAR BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD.
CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK.
UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN I2" OF TREE TRUNKS OR SHRUB STEMS.
PRIOR TO PLANTING, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE (MONSANTO "ROUND-UP", OR APPROVED EQUAL) TO WEEDS ONLY PER MANUFACTURER'S RECOMMENDATIONS. REPEAT PROCESS IF WEEDS PERSIST.
TREE TRUNK PROTECTORS SHALL BE INSTALLED AT ALL TREES LOCATED IN LAWN AREAS.
PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS |2-8-8 (I2 MONTH SLOW RELEASE FORMULATION).
30.FLATS AND | GALLON GROUNDCOVER MATERIALS SHALL BE PLANTED TO =i
32;
2o:
WITHIN 12" OF ADJACENT SHRUB STEMS.
ALL SHRUB BEDS SHALL HAVE A 3 INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON PLANS. MULCH SHALL BE FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR
SHALL SUBMIT SAMPLE TO CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION.
ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SET BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND THE CITY OF VISTA.
TREE STAKES ARE NOT TO COME INTO CONTACT WITH THE TREES, AND SHALL BE INSTALLED ON THE WINDWARD SIDE.
. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED.
SS- TREES TO BE- PLACED AN TREE-SRATES SHAE HAY E-ROOT BARRIERS SHA
36. BE-CENTERES AN THE SU TOUT ANSEL BE OF ONFOR ST HETSHT AND FORT.
CONTRACTOR SHALL GIVE THE CITY OF VISTA PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS NOTICE PRIOR TO TREE AND PLANT DELIVERIES, TO INSPECT DELIVERIES.
T= —||E
oF
6"
| hs
TEIN ne | TRPPS ROOT S| IP OX) BALL A Tel x
UT of
Roe cer i—| lI |
eel N= = ===
===
@
DEEP ROOT WATERING
SYSTEM BUBBLER. PLACE
TWO (2) AROUND ROOT
BALL AS PER PLAN
PREVAILING WIND AXIS
PARALLEL TO STAKES
2. iA. |O* PINE
LODGE POLE STAKE ON
WINDWARD SIDE OF TREE
mice TIES (3)
FINISH GRADE
ROOTBALL (SEE PLAN FOR SIZE,
SET CROWN 2" ABOVE GRADE)
EPRUMZER TABLET SER SOILS REPORT
6" WATER BASIN
3" LAYER OF MULCH OR
2" OF D.G. MAINTAIN 2" CLEAR
OF TRUNK
PLANTING HOLE - 2 TIMES CONTAINER
SIZE- BACKFILL WITH NATIVE AMENDED
SOIL
AERATION TUBE - 3" PERF.
PVC PIPE W/ GRATE CAP.
WRAP PIPE W/ FILTER FABRIC:
-| PER |I5 GAL -2 PER 24" Box
AND LARGER
(il) 3/4" PEA GRAVEL
Q
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OOOO
OO
TR FLANTING N.T.S.
nS 6)
ROOTBALL - SET CROWN 2" ABOVE GRADE
2" BASIN BERM
MULCH/FINISH GRADE
PLANTING HOLE - 2 TIMES CONTAINER SIZE- BACKFILL
WITH NATIVE AMENDED SOIL
FERTILIZER TABLET PER NOTES
SURROUNDING SOIL
QO
©O0O
3" MULCH LAYER
NOTE: KEEP ALL MULCH 2" FROM TRUNK OF TREE/SHRUB.
VARIES
EXSITING SUBGRADE
NATIVE AMENDED SOIL BACKFILL
ROOTBALL SLIGHTLY HIGHER
THAN FINISHED GRADE.
FINISHED GRADE
3" MULCH LAYER.
© @® ©HO
PLANT TYPE AND SPACING
AS SPECIFIED ON PLANS.
NOTE: KEEP ALL MULCH 2"
FROM STEM OF PLANT
fe
-@-—---@---- ---@----#
\ a. f /
(1) DIMENSION VARIES, SEE SHEET L-l6 FOR SPECIFIED ON-CENTER SPACING (2) DIMENSION VARIES, SHALL BE ONE HALF THE SPECIFIED ON-CENTER SPACING () CENTER OF PLANT.
(4) HEADER, CURB, PAVED SURFACE, ETC...
(2) SHRUB PLANTING N.T.S.
© GROUNDCOVER PLANTING N.T.S.
@© SHRUB €GROUNDCOVER SPACING N.T.S.
CITY of VISTA
IMPROVEMENT PLANS FOR: _ CITY PROJECT
MICHIGAN AVE PARKING LOT
LANDSCAPING PLANTING DETAILS
MATT J. ATTEBERRY, P.E.
CITY OF VISTA, ENGINEERING DEPARTMENT
200 CIVIC CENTER DRIVE, VISTA, CA 92084-6240
PH (760) 643-5410
LANDSCAPE PLANTING DETAILS
APPROVED
ISSUED BEFORE A “PERMIT TO EXCAVATE” WILL BE CITY ENGINEER: SEE TITLE SHEET DATE: SHEET 8OF 10 VALID. FOR YOUR DIG ALERT |.D. NUMBER CALL NOTE: QUANTITIES ARE SHOWN IN THE SPECIFICATION ARE APPROXIMATE.
UNDERGROUND SERVICE ALERT AT 811 TWO (2 CONTRACTOR IS RESPONSIBLE FOR VERIFYING BID QUANTITIES PER PLAN. y BENCHMARK: POINT # 2030 AS SHOWN ON R.O.S. NO.14023 WORKING DAY BEFORE YOU DIG. : Te SEECRIENGN a a ee 76363 i2}3| ken 6 26 as "CITY OF VISTA SURVEY CONTROL” FOUND 2”ALUMINUM CAP | /)— 4 7.3() WEB ADDRESS: www.digalert.org or www.call811.com ENGINEE ORK RCE EXP.LIC.DATE DATE FLUSH WITH AC PAVING ; , ; ; : APPROVED CHANGES ELEVATION = 348.85 NGVD’29 Plotted — 6/26/2025 4:26:36 PM :: Saved — 6/26/2025 3:31:02 PM :: O:\Engineering\Department Only\CIP\8332 — Michigan Parking Lot\Plans\COV—proposed—michigan parking lot.dwg :: jrivera 1 D25—040 CIP. NO 8332
08/26/2025
C5
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: _,-200'-0"#
\/,"% BOLT-PEEN END @ JAW END A
5," @ TURNBUCKLE WITH
4," ¢ EYE BOLTS IN
¥%" S DRILLED HOLES. PEEN
2-14," 6 CABLE
tate CLAMPS PER END
K
eur
INTERMEDIATE
1000’ Max
* POST CAP TO BE A eae DRIVEN FIT Typ
Vy," d
Galv CABLE PIPE 2" Std
POST MILES
TOTAL PROJECT
TOTAL
Dist SHEETS COUNTY ROUTE SHEET
Peary F Siclorh eh
REGISTERED CIVIL ENGINEER
TURNBUCKLES _-PIPE 1!/4" Std
yu
May 1, 2023
ENDS OF BOLTS Typ as. 4" ADJUSTMENT Typ Ve | 2" PLANS APPROVAL DATE oa =
j Y ay = ene ce an Te STE, CICOBUA OF Tre Rs
, 2 At : joe eee Sire * ee
‘ z DRILLED HOLE == 2 ere
ay TT Ss \ eZ f
\ 4 ! u"
A 3 ee Ay > ——T Ove
A a PLACE PIPE 1 10%"
| IN ; TRUSS RODS ZL 4 i are OF WALL Std, Typ : 10%.
‘
L
ma
EL a 1}
: \ GUTTER nA
o\5 aE 7 Baba phase WITH
Sle
4 “le CONCRETE | DESIGN NOTES
S | DESIGN:
4'-0" | 6’-6" Max
Typ END SPAN ~ Typ INTERMEDIATE yP yp SPAN
EXISTING WALL (WITHOUT GUTTER)
Existing
EXISTING Conc GUTTER.
REMOVE AND REPLACE
SUFFICIENT LENGTH OF
GUTTER TO ALLOW
INSTALLATION OF RAILING
ro
oo)
8" d Min
SECTION A-A SECTION B-B
Existing Existing
WASHER ¥%" @ HOLE
CRIMPED STOP Y/," $ Galv CABLE
SLEEVE CLAMP
POST 2" Std POST
a
ALTERNATIVE DEAD END ANCHORAGE
c
he
RETAINING WALL (WITH GUTTER)
ae
Existing
ELEVATION
SECTION C-C
New construction
CONCRETE:
fy = 60 ksi
’ “ : “" ‘ u f’c = 3.6 ksi
4’-0° Max 6’-6" Max 4'-0
"SEE NOTE 9 Typ INTERMEDIATE Typ END SPAN
SPAN
RETAINING WALL (WITH GUTTER)
New construction
NOTES:
1. 2. Intermediate turnbuckles to be placed in adjacent spans.
EYE BOLT OR EYE END
OF TURNBUCKLE
CRIMPED SLEEVE CLAMP
/," $ Galv CABLE 4. Posts to be vertical.
Lp ive" + 5.
ALTERNATIVE CABLE CONNECTION 6.
10. x 9" OR
" POST POCKET
o
POST POCKET
3. Cable shall not be spliced between intermediate turnbuckles . Line posts shall be braced horizontally and trussed diagonally . Typical end spans, braced in both directions, shall be constructed
AASHTO LRFD Bridge Design Specifications 8th Edition 2017 with California Amendments April 2019
Maximum distance between turnbuckles shall be 200’-0"+. and end posts.
Alignment of holes in posts may vary to conform to slope of top of retaining wall.
The Contractor shall verify all dependent dimensions in the field before ordering or fabricating any material.
in both directions at intervals not to exceed 1000’.
Post pockets to be centered in top of wall.
at changes in line where the angle of deflection is 15° or more.
Shall not be used for pedestrian walkways.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CABLE RAILING
NO SCALE
B11-47
Iy-tba
NV1d
GUVGNVIS
€20c
3-14-23
DETAIL 10
Return to Table of Contents
RETAINING WALL DRAIN DETAIL
Perforated Drain Pipe
Typical - No Scale
Drainage Channel er:
for Sloping Backfill a
see
Gieaiinr: Non expanswve:- “Back:
(lI
Gonniicted 7
oom oo
Filter material. Crushed rock (wrapped in
——_—_——
filter fabric) or Class 2 Permeable.
(See specifications below)
SPECIFICATIONS FOR CALTRANS
CLASS 2 PERMEABLE MATERIAL
I : (68-1.025)
roe oe et: a" oe Fi | +) SIEVE SIZE % PASSING
ce a eed Le thie — [I wrssesescessececessccesanerane 100 je ca =| | = J eeeseeeereeesnentnnnnnenans 90-100
recy | | | | | ~ r oi ccataaSosniseceaaicaoe 40-100
Bs) — ING 6G aioe essere 25-40
ie nw ae INO. 8 wsseocsorcsossnervonscenness 18-33
| | a NYG SO Senccscsesssidisneainucn 5-15
Be Ng: SO) sateen essaccaceseshenarce 0-7
' ' ' ' ,
Approved Compacted Soil or Competent Natural Material Li ae a ; wiree 0-3 S uivalent > 75
CONSTRUCTION SPECIFICATIONS:
1. Provide granular, non-expansive backfill in a 1:1 gradient wedge behind the wall. Compact backfill to minimum 90 % of laboratory standard.
2. Provide back drainage for wall to prevent build-up of hydrostatic pressures. Use drainage openings along base of wall or back drain system as outlined below.
3. Backdrain should consist of 4" diameter PVC pipe (Sch. 40 or equivalent) with perforations down. Drain to suitable outlet at a minimum 1% fall. Provide} to} crushed rock filter wrapped in filter fabric (Mirafi 140N or equivalent). Delete filter fabric if Caltrans Class 2 Permeable material is used. Compact Permeable Class 2 to minimum 90% of laboratory standard.
4. Seal back of wall with waterproofing in accordance with the architects specifications.
5. Provide positive drainage to disallow ponding of water above wall. A lined drainage ditch with a minimum 2% flow away from wall is recommended.
Use 14 cubic foot per foot crushed rock with granular soil and 4 cubic foot per foot if expansive soil is present.
VINJE & MIDDLETON ENGINEERING, INC.
2450 Auto Park Way
Escondido, California 92029
760-743-1214 [email protected]
Plate 4
V&M Job #24-213-P
Top of Pole Assembly Solar M
Includes Solar Module,Power Center 4 acto 5
and Mounting Hardware asia:
See Table Below for EPA and Weight Weight Panel: 46.3 Lbs.
Specified Tilt 10 Degrees
365 Power Center with Mount ¥
— : ata eae Essential (CK) Luminaire
wide 14.17” x 14.76 "x 2.80”
_ 2P = 624Wh-24V NiMH Battery Weight 7.05LBS / EPA 0.25FT? Intelligent Controls with Anti-Bilackout Arm Length 4° Nominal 80W High Wind - Marine Coated Mount anbe LBS Brae
Arm Assembly EPA 1.36 Sq.Ft. Color Temperature 3000K
Distribution Type 2 & 4
22Ft.
*% FONROCHE
a OS AMERICA
20Ft. Line Drawing
SmartLight Solar
Round tapered direct burial powder coated pole Lighting System provisioned with mounting tenon and 4° Arm. Overview
Fonroche Lighting America
4900 David Strickland Rd.
Fort Worth, TX 76119
Scale:
Not to Scale
Date:
January 17, 2024
By:
IG
Notes:
GRADE
g =
a =o
TOTAL Top OF POLE ASSEMBLY - PANEL, MOUNTING, 365 POWER CENTER * en 9) FONROCHE lighting AMERICA
P160F-HW-MC 113.31 123.89 134.48 2.36 4.99 7.67
P270F-HW-MC 130.95 141.53 152.12 4.62 9.99 16.02
P310F-HW-MC 130.95 141.53 152.12 4.62 9.99 16.02
[ 540K -CK16B S - Ea - iz - tH nha a - HW-MG ™ -
Fixture Temp Type HS Solar Power Option
Center
DETAIL 11
NOTE: INSTALL CLEANOUT MIDDLE AND CORNERS
DETAIL 12
CITY of VISTA
UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A “PERMIT TO EXCAVATE” WILL BE
VALID. FOR YOUR DIG ALERT |.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT 811 TWO (2)
WORKING DAY BEFORE YOU DIG.
WEB ADDRESS: _www.digalert.org or www.call811.com
CITY OF VISTA FIRE DEPARTMENT
(NOT REQUIRED)
VISTA IRRIGATION DISTRICT
(NOT REQUIRED)
DISTRICT ENGINEER RCE DATE
APPROVED DATE APPROVAL VALID FOR TWO (2) YEARS FROM DATE
NO. DESCRIPTION
CITY
DATE
VID D
MATT J. ATTEBERRY, P.E.
CITY OF VISTA, ENGINEERING DEPARTMENT
200 CIVIC CENTER DRIVE, VISTA, CA 92084—6240
PH (760) 643-5410
76363 12/s))26 6[20/25
ATE
APPROVED CHANGES
ENGINEE WORK RCE EXP.LIC.DATE DATE
IMPROVEMENT PLANS FOR: — CITY PROJECT
MICHIGAN AVE PARKING LOT
MISCELLANEOUS DETAILS
MISC. DETAILS
APPROVED
CITY ENGINEER: SEE TITLE SHEET DATE:
SHEET 9OF 10
BENCHMARK: POINT # 2030 AS SHOWN ON R.O.S. NO.14023
"CITY OF VISTA SURVEY CONTROL” FOUND 2”ALUMINUM CAP
FLUSH WITH AC PAVING D—4/730
ELEVATION = 348.85 NGVD’29
Plotted — 6/26/2025 4:28:18 PM :: Saved — 6/26/2025 4:27:51 PM :: O:\Engineering\Department Only\CIP\8332 — Michigan Parking Lot\Plans\COV—proposed—michigan parking lot.dwg :: jrivera |D25—040 CIP NO. 8332
08/26/2025
C5
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| -
| —v ES 7.8 %MAX X|__LANDING |. — x | == = ft
BFC Ornamental Jroppiee’ anistocaar ———-—-— PANELS MANUFACTURED AT 94" ‘ i S| Sea, * x — a ——— i — PRESSED STEEL CAP ~~ DIE PRESSED SPEAR POINT iron PICKET POSITION KK git i im] Al ie —f- 4 3/4" CENTERS | | ]
SPACING CAN BE
== A A A A\ " fh h A A f\ A A A \ A \ ieee a
|
peek a HF HHHAHHADH DH ® @ 3 666 oS > |
5 1/4" ACTUAL
me 6
* 1 1/2" Square Top & Bottom Rail, 14 ga. ACTUAL ac ae ne irae |e | | |S | iz ont 4 } <rep , + 3/4” Square Pickets, 16 ga. TYPICAL ie ig v * 4” or 5 1/4” Spacing between Pickets PANEL NOMINAL * Tubing Galvanized before Fabrication eid
* Power Washed for Paint Preparation
* One Spray Coat High Solids Primer x
* One Spray Coat Polyurethane Black 4°
» Custom Colors Available at Additional Cost P —Y +
|
* Choose from 14 Standard Colors —add5% = —————~——— CLEARANCE iw ee HEAVY ARISTOCRAT, Galva-Guard I, Conventional sizes
< a PRE-GALVANIZED TUBING & POLYURETHANE PAINTED |
Panels, Conventional Sizes, 4” PICKET SPACING
Nominal Height 5 Cy 7’ 8’ | ; {
Item Number 80010-GI 80020-GI 80030-GI 80040-GI ia Weight in Pounds 78.4 90.4 101.6 113.6 \, 7 . i| 94” length Price we ae + Wp | “3 Item Number 80012-Gl 80022-Gl 80032-Gl 80042-GI | Weight in Pounds 98.0 113.0 127.0 142.0 i 6 y 118” length Price
;
| oes [TAA SS, ) go SP?
tem Number 80014-GI 80024-GI 80034-Gl 80044-Gl es SI. & & : uu Uy ul , u UE Eb y BE Weight in Pounds 117.6 135.6 152.4 170.4 eS Seat re / 141 3/4” length Price e a 0
Panels, Conventional Sizes, 5 1/4” PICKET SPACING d | GALVA~GUARD HEAVY ARISTOCRAT PANEL *- V2 < Nominal Height 5’ 6’ 7’ 3’ ‘o @ i 1/2" SQ. 14 GA. GALVANIZED TUBE STEEL RATLS. Item Number 80110-GI 80120-GI 80130-GI 80140-GI VY p 3/4" SQ. 16 GA. GALVANIZED TUBE STEEL PICKETS @ 4 3/4" CENTERS. L_] Weight in Pounds 64.8 73.6 82.4 91.2 - bl p ( \ = CI] 2) 94” length Price ‘ ; S oP ) ae _ Item Number 80112-Gl 80122-GI 80132-Gl 80142-GI | I iam on : — Weight in Pounds 81.0 92.0 103.0 114.0 :
: 118” length Price * 2 : ae — — BUILDERS FENCE COMPANY, INC. ALTERNATE BID ITEMS. i em Number ~ 0124- 80134-Gl 80144-GI SUN VALLEY
= Weight in Pounds 97.2 110.4 123.6 136.8 - - CA 818-768-5500 HK 141 3/4” length Price (
Panels, Non-Conventional Sizes, per foot
Nominal Height 5 6 ? 8’
f— * Item Number 80210-GI 80220-GI 80230-GI 80240-GI
sv Weight in Pounds 9.8 11.3 12.7 14.2
>. L4— x 4” picket spacing Price
F ee Item Number 80212-GI 80222-GI 80232-Gl 80242-GI — , ey | Weight in Pounds 8.1 9.2 10.3 11.4 5 1/4” picket spacing Price
<= © 2004 Builders Fence Company, Inc. Prices Subject to change without notice . CENTERLINE OPENING ; < X ; Fencing & Gates ¢ Page 10 Effective: Replaces: <—-s1anerntc——} svete XY ) B i All (VERIFY) = [ Z yk
*
! |
ALTERNATE BID ITEMS. #83353 BALI BEARING HINGES On, CD > \\ ee — p 6 4 4 644 Se oe , | Rae i}! i}
(6)\ Z— ts ie ee
+o" | @; : Niky
Ge 50" YY |
v4 ae
a = £m 2" |
:
‘ : WORK TO BE DONE—STORM DRAIN CONNECTION A /A\ AN A A —“ N - L | (7) POTHOLE FOR 8” PVC SCHEDULE 40 FOR CONNECTION TO Il U a rer DISPERSION AREA TO EX. STORM DRAIN ON MAIN STREET. (2) SAWCUT AND TRENCH THROUGH EXISTING PARKING LOT AND INSTALL PIPE AND INLET BOXES FOR STORM DRAIN CONNECTION
\ PADLOCKABLE sifi-ne inn
ara
o G or A
Y
a
é
a
“ * ms & @G* sesee — SOLID HEAVY LOCKABLE DROP ROD. a
T (ONE EA. LEAF) > PER PLAN ABOVE. TRENCH RESURFACING PER CITY OF VISTA My 3, ge (COV) DRAWING SRF-O8A & B. PIPE SLOPE 1% MIN, 3’ DEEP 70" Lm ab FROM TOP OF PIPE. CONCRETE ini OUTSIDE ELEVATION (3) IN DISPERSION AREA INSTALL OVERFLOW PIPE (1 TYP) PER SDCDS GS-5.10. INSTALL (3) 2X2 BROOKS INLET BOXES WHICH ARE TRAFFIC RATED IN PARKING LOT. "ALTERNATE BID ITEMS.
BE pchealbiaacstiactacsdaetnct 3 (4) REMOVE, DISPOSE AND REPLACE SIDEWALK PANELS PER SDRSD 6-07. ; a GS (6) ALTER AND RECONNECT IRRIGATION AS NEEDED. : ‘| ey ].| 2" — REPLACE/RESTORE LANDSCAPING, PLANTS AND MULCH AS NEEDED. : iN : : ALTERNATIVE BID 1—FENCE AND GATES (6) CORE DRILL INTO EXISTING STORM DRAIN ON MAIN STREET. 3’
r
|
|
DEEP MIN. AND PROPERLY SEAL.
2" SQ GALV 14 GA POSTS
ZINC PLATED PS CAPS
1 1/2" SQ GALV 14 GA FRAME
3/4" SQ GALV 16 GA PICKETS AT 4 3/4" OC
DIE PRESSED SPEAR POINT TOP OF PICKETS
ZINC PLATED A-6 1 1/2" TO 2" CLAMP-ON HINGE KIT *
ZINC PLATED M-6 1 1/2" TO 2" CLAMP-ON LATCH KIT ALTERNATE BID ITEMS. ( ITY of VI STA POLYESTER POWDER COAT BLACK ANY CONTRACTOR: SIE PACIFIC FENCE PROJECT:
showcase baat ono — = IMPROVEMENT PLANS FOR: CITY PROJECT DATE 11/22/24 J/ FOKKES7 SCALE: 1/2" = 1' PEDESTRIAN GATE DWG NO. BFC-02 MICHIGAN AVE PARKING LOT
FENCE DETAIL AND STORM DRAIN
VISTA IRRIGATION DISTRICT MATT J. ATTEBERRY, P.E. CONNECTION UNDERGROUND SERVICE ALERT CITY OF VISTA FIRE DEPARTMENT CITY OF VISTA, ENGINEERING DEPARTMENT FENCE DETAIL AND SD CONNECTION SECTION 4216 & 4217 OF THE GOVERNMENT CODE ae ay ee ee ee APPROVED REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE RPT <7: 3 eae ISSUED BEFORE A "PERMIT TO EXCAVATE” WILL BE cache amen SE at VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL (NOT REQUIRED) Mbade— / ENCHMARK: POINT # 2030 AS SHOWN ON R.O.S. NO.14023 UNDERGROUND SERVICE ALERT AT 811 TWO (2) Soe ee : = x 76863 |2/2; loz AP 257 TOITY Br TROTA. SUCVCY COMDISGL? BOUND S"ALUMIRUUNT Gan D—4730 WORKING DAY BEFORE YOU DIG. ( TSS ER EANEEhs 5 EAB NO. DESCRIPTION cry | vate | vo | vate ENGINEER’ WORK RCE EXPLICDATE DATE FLUSH WITH AC PAVING WEB ADDRESS: — www.digalert.org or www.call811.com APPROVED DATE APPROVAL VALID FOR TWO (2) YEARS FROM DATE APPROVED CHANGES re: ELEVATION = 348.85 NGVD’29 LD25—040 CIP NO. 8332
Plotted — 6/26/2025 4:29:13 PM :: Saved — 6/26/2025 4:27:51 PM :: O:\Engineering\Department Only\CIP\8332 — Michigan Parking Lot\Plans\COV—proposed—michigan parking lot.dwg :: jrivera 08/26/2025
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CITY OF VISTA
July 11, 2025
ADDENDUM NO. 1
To the Contract Documents for:
2025 Michigan Ave Parking Lot Project
C.I.P. No. 8332
D-4730, LD#25-040
City of Vista
200 Civic Center Drive
Vista, CA 92084-6240
CIT EER
To All Contract Document Holders of Record: All contract drawings, specifications, contract documents and other bidding directives remain unchanged except drawings, specifications, sections or parts of sections added to, revised, deleted or clarified by this Addendum.
CHANGES TO THE BIDDING AND CONTRACTURAL DOCUMENTS
1. Previous Concrete Pavement
Bid Item 37 pervious concrete has been reclassified as a specialty item. Therefore, pervious concrete work can be subcontracted and won’t count against the requirement for the contractor to self-performance 50% of the work. Pervious concrete installer shall be NRMCA certified and shall provide references from past projects highlighting experience installing pervious concrete per Section 1.04.1.a.
Add the following specifications to the contract documents:
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GENERAL- PERVIOUS CONCRETE
SUMMARY
This section includes:
1. Pervious Concrete
2. Pavement Base
3. Geotextile for Soil Separation
Related Sections:
STANDARDS AND CODES
Reference Standards This section incorporates by reference the latest versions of the following documents. These references are a part of this section as specified and modified.
Reference Title
ACI 522.1 Specifications for Pervious Concrete Pavement ACI 301 Specifications for Structural Concrete
ACI 305.1 Standard Specifications for Hot Weather Concreting ACI 306.1 Standard Specifications for Cold Weather Concreting ACI 308.1 Standard Specifications for Curing Concrete
ASTM Annual Book of ASTM Standards, American Society
for Testing and Materials, Philadelphia, PA, 1997 or
latest edition.
REFERENCES
ACI 522R-10: Report on Pervious Concrete
ACI 522.1-13: Specification for Pervious Concrete
ASTM C1688: Density and Void Content
ASTM C1701: Infiltration Rate
ASTM C94: Ready-Mixed Concrete
ASTM C150: Portland Cement
Greenbook Section 201-1: Portland Cement Concrete
Greenbook Section 303-8: Permeable Pavement
SUBMITTALS
Bid Submittals: The Contractor shall submit to the Owner the following as part of the bid proposal:
1. National Ready Mix Concrete Association (NRMCA) Pervious Concrete Contractor Certifications and project experience as specified in Section 1.04 A for the crew assigned to this project.
Pre-Installation Submittals: The Contractor shall submit to the Engineer the following a minimum of 20 calendar days prior to the construction of the pervious cement concrete pavement:
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1. NRMCA Certifications for the batch plant to be used in the production of pervious concrete for this project.
2. Proposed mix design including the following:
Batch weights of all constituents.
Portland cement type and brand.
Non-Portland cement pozzolan type and source.
Microfiber brand and type.
Admixture type and brand.
Aggregate source(s), gradation(s), LA abrasion, and cleanness value(s).
No concrete shall be placed until the Engineer has provided written acceptance of the mix design per Section 1.04.B.
3. Source certificates, gradations, R-values, LA abrasion, and cleanness values of aggregates for base and reservoir course materials performed within one (1) month of product delivery to site.
4. Product data sheets for all proposed admixtures and geotextiles.
5. A detailed plan of the proposed paving pattern and sequencing (if applicable) showing the location and type (saw cut or rolled in plastic concrete) of all planned joints. No deviation from the jointing pattern shown on the Plans will be allowed without written approval of the Engineer.
6. A detailed procedure for the production, transportation, placement, protection, curing, and temperature monitoring of concrete for hot and/or cold weather, unless written approval of the Engineer waiving the requirement is received.
7. Field technician qualifications as specified in Section 1.04.A.
8. Testing agency qualifications as specified in Section 1.04.A.
9. Density of fresh pervious concrete, length of cores, and density of cores for one (1) reference panel. Reference panel shall be placed, jointed, cured, and tested as specified in Section 1.04.D.1 and be within tolerance of the required thickness defined by the Contract Documents.
QUALITY CONTROL AND QUALITY ASSURANCE
General: Test and inspect concrete materials and operations as Work progresses as described in this section. Failure to detect defective Work or materials at any time will not prevent rejection if a defect is discovered later, nor shall it constitute final acceptance.
1. Contractor and Personnel Qualifications
Contractor qualification: Unless otherwise approved by Engineer, Contractor shall provide evidence of employment for one (1) 08/26/2025
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NRMCA certified Pervious Concrete Installer and three (3) NRMCA certified Pervious Concrete Technicians who must be on site, working as members of each placement crew, during all concrete placement.
For all projects where the total pervious concrete pavement area exceeds 2,000 square feet (sf), the Contractor shall provide evidence of employment for at least one (1) NRMCA certified Pervious Concrete Craftsman who must be onsite, working as part of the placement crew, during all concrete placement. Additionally, for every 10,000 sf of pavement area over 2,000 sf, one (1) additional NRMCA certified Pervious Concrete Installer is required on site, working as part of the placement crew.
The Contractor shall provide documentation showing three (3) successful pervious concrete projects completed in the last three (3) years collectively totaling more than 20,000 square feet.
Documentation shall include name and address of project, and contact information for project owner.
Field technician qualification: Field tests of concrete required in the responsibilities of the testing agency shall be performed by an individual certified as both an NRMCA Certified Pervious Concrete Technician, or equivalent, and an ACI Concrete Field-Testing Technician – Grade I, equivalent or as approved by the City Engineer.
Testing agency qualification: Agencies that perform testing on concrete materials shall meet the requirements of ASTM C1077 and provide evidence of employment for at least one (1) NRMCA Certified Pervious Concrete Technician, responsible for testing, or providing direct oversight of testing, of all concrete materials.
Agencies inspecting the Work shall meet the requirements of ASTM E329. Testing agencies performing the testing shall be accepted by the Engineer before performing any Work.
Batch plant qualification: Batch plant used for pervious concrete shall be a semi-automatic or automatic batching plant with a current NRMCA certification.
Approved Mix Design: Once accepted by the Engineer, the mix design meeting the criteria specified in Section 2.01.F shall become the Approved Mix Design and shall not be modified in any way. The Approved Mix Design shall be determined from information submitted under Section 1.04 and from results of reference panel testing as described in Section 1.04.D.1.
Modifications to the Approved Mix Design will not be allowed and any modified mix placed in the Work will be rejected. Proposed modifications to the Approved Mix Design shall be submitted as a new mix design and shall require a new reference panel to validate the proposed mix design and 08/26/2025
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determine the new Approved Mix Design. If accepted by the Engineer, the new mix design shall become the Approved Mix Design. The requirement for a new reference panel may be waived at the discretion of the Engineer. Only one (1) Approved Mix Design shall be valid at any time. Admixture and water dosages may be modified as needed to maintain mix properties.
Responsibilities of Contractor
1. Pre-Placement Conference: A mandatory pre-placement conference will take place including at a minimum the Engineer, the Owner, general contractor, pervious concrete installer, concrete supplier, and field testing agency representative or as approved by City Engineer. The document Checklist for the Concrete Pre-Construction Conference (available from the National Ready Mix Concrete Association) will be used to review all materials, personnel qualifications, concrete production, delivery, maintaining moisture retention of fresh mixture, preparation, placing, curing (including timing, placement, and securing of curing cover), jointing, testing procedures, and responsibilities.
Meeting emphasis will be on how pervious concrete differs from conventional concrete.
2. Reference Panel: For installations over 500 square feet, place reference panels on the project site, on a subgrade and base prepared as specified, using the material and construction requirements for pavement in this Specification. Each panel must have a surface area of at least 225 square feet, and a width and thickness as specified for the pavement in the Contract Documents. The Engineer shall observe and accept each element of the pervious concrete construction.
Construction and evaluation of the reference panel(s) will occur as follows:
Notify the Engineer at least ten (10) Working Days before installing pervious concrete reference panel.
Coordinate the location of the reference panel with the Engineer.
Notify the Engineer when each element of the reference panel is ready for inspection.
Remove, replace, and dispose of any unsatisfactory portions of reference panel as determined by the Engineer and at no additional cost to the Owner.
Retain and maintain approved reference panels during
construction in an undisturbed condition as a standard for judging completed portions of the final installations.
Approved reference panels may remain as final installations of the Work at the discretion of the Engineer. If not retained, the reference panel shall be removed and disposed of at no additional cost to the Owner. 08/26/2025
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3. Testing facilitation: Owner’s use of testing services will not relieve Contractor of the responsibility to furnish materials and construction in full compliance with the Contract Documents. Unless otherwise specified in the Contract Documents, Contractor shall assume the following duties and responsibilities:
Furnish the materials to be tested, including concrete cores.
Furnish any necessary labor to assist Owner’s testing agency in obtaining and handling samples, including concrete cores, at the project site or at the source of materials.
Provide measures to collect slurry and debris during coring operation in order to avoid sealing adjacent pavement.
Fill core holes in accordance with Section 1.04.D.2.
Advise Owner’s testing agency at least 24 hours in advance of operations to allow for completion of quality tests and for assignment of personnel.
4. Pressure wash testing: Before final acceptance by the Engineer, the Contractor shall pressure wash the pervious concrete. Pressure washing shall be provided and completed by using portable washer equipment working at a minimum of 3,000 psi at 2.0 to 2.5 gpm. The nozzle shall be a zero degree nozzle and be held a maximum of three (3) inches off the concrete surface. The Contractor shall pressure test three (3) locations per lot or as determined by the Engineer. Any sections of pervious concrete that breaks up or ravels shall be removed and replaced with acceptable pervious concrete to the nearest joints.
The Engineer will reject the concrete if the pressure washing dislodges aggregate particles from more than two (2) percent of the pervious concrete in a single panel (joint to joint).
The Contractor shall decide, after placing the pervious concrete, when to perform the quality assurance pressure wash testing for the acceptance.
Testing
1. Reference Panel: Testing for the reference panel shall adhere to the requirements for testing of Pavement per Section 1.04.D.2 for approval by the Engineer. Each test shall meet the acceptance criteria for Reference Panel as defined in Section 1.04.E.1.
The Engineer shall inspect and approve the reference panel prior to the placement of additional pervious concrete.
Failure to install acceptable reference panels of pervious concrete will indicate an unqualified installer.
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Production sections of this Work shall not be placed until achieving a complete reference panel that fully complies with the Plans and Specifications and has written acceptance issued by the Engineer.
The completed and accepted reference panels shall be maintained and protected throughout the duration of the Work and may not be demolished and disposed of without written permission from the Engineer. If a reference panel is incorporated into the Work, it shall remain in place and be accepted as a single lot.
Unless otherwise determined by the Engineer, density testing of fresh concrete and hardened cores will be used to validate the mix design per the design criteria set forth in Section 1.04.B and the acceptance criteria in Section 1.05.E.1.
The average fresh density and average hardened density of the cores shall be the densities used for the Approved Mix Design.
2. Pavement: The following testing shall be conducted for approval by the Engineer for each reference panel and each lot of pervious concrete placed, where a lot is defined as the lesser of one (1) day’s production or 5,000 square feet of pervious concrete, in place, unless otherwise specified below:
Density testing of at least one (1) cubic foot of fresh concrete in accordance with ASTM C1688.
Thickness testing of three (3), four- (4)-inch hardened concrete cores in accordance with ASTM C174 and adhering to the
following requirements:
Removed not less than seven (7) days after placement of pervious concrete.
Location selected in accordance with ASTM D3665.
Cut in accordance with ASTM C42.
Density and void content testing of the three (3) hardened concrete cores extracted for thickness testing and trimmed to produce flat core ends per ASTM C42 paragraph 7.4.1 and 7.4.2.
Samples shall be tested in accordance with ASTM C1754.
Surface infiltration tests per ASTM C1701 and at the frequency described below.
Three (3) test locations per 10,000 square feet of pervious concrete, in place
One (1) additional test location per 5,000 square feet of pervious concrete, or fraction thereof, in place
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Core holes shall be filled with solid concrete, pre-blended grout, or pervious concrete and shall match adjacent pavement color, and grade.
At the Engineer’s discretion, a sacrificial panel for cores may be required or allowed.
Each test shall meet the acceptance criteria for Pavement as defined in Section 1.04.E.2.
Acceptance
1. Reference Panel: Acceptance of the reference panel will be based on the criteria for acceptance of Pavement per Section 1.04.E.2 with the following deviations:
Fresh Density: The fresh density shall be within or equal to five (5) pounds per cubic foot of the average fresh density of the three (3) samples.
2. Pavement: Acceptance of a lot of pervious concrete will be based on the following criteria:
Smoothness: Pervious concrete pavement smoothness shall be checked with a 10-foot straightedge. Vertical measurement should be taken between the pavement’s determined plane and straight edge, discounting surface void and roughness
irregularities, in a direction perpendicular and parallel to the centerline. The finished pavement shall be uniform to a degree such that no variations greater than 3/8-inch are present between the straight edge and pavement surface over a distance of at least 6 inches.
Grade: Pervious concrete shall be true to designed spot elevations plus or minus ½ inch and shall not deviate from designed slope more than ¼ inch in ten (10) feet. Where abutting existing facilities such as sidewalks, walkways, curbs, driveways or other pavements, the pervious concrete shall be flush.
Line: Pervious concrete margins shall be true to designed lines plus or minus ½ inch at any point.
Slope: Pervious concrete shall be sloped as shown on the Plans.
Slope shall be consistent to within 1/4 inch in ten (10) feet.
Thickness: Each core sample shall be equal to the minimum section depth or more as specified on the Plans.
Hardened Density: The density of the core samples for each lot shall be within +/- five (5) percent of the average density of the three core samples from the accepted reference panel.
Void Content: The total void content of the core samples for each reference panel and lot shall be twenty (20) percent, plus or minus five (5) percent, in place, as constructed.
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Infiltration Rate: The average of all surface infiltration tests shall be greater than 250 inches per hour with no single test less than 100 inches per hour.
Fresh Density: The fresh density shall be within or equal to five (5) pounds per cubic foot of the fresh density indicated by the Approved Mix Design.
Batch Ticket: Each load of pervious concrete transported to the location of placement shall have a Batch Ticket delivered with the load. Batch Tickets shall be provided upon request for each load and shall be in accordance with ASTM C94, with the following additions:
Batch weights of all constituents in the mix, including cement, aggregate, admixtures, water, and fibers
Signature of responsible representative of the concrete producer, affirming the accuracy of the information provided Appearance: Each lot of finished pervious concrete will be inspected for appearance by the Engineer after completion of pressure wash testing per Section 1.04.C.4. The pervious concrete shall have a consistent surface texture, shall have no more than five (5) percent of the surface area within each panel (joint to joint) filled with paste, shall be free of ridges or other surface imperfections, shall have joints that are in the specified location and are constructed per specification, shall be free of cracks and shall not be raveled.
A panel will be considered raveled if aggregate is dislodged from a contiguous area of the pavement surface or longitudinally along a joint exceeding five times the nominal maximum aggregate size in any direction OR if aggregate particles are dislodged from more than two (2) percent of the pervious concrete within each panel (joint to joint). Raveling occurring during pressure wash testing (as defined in 1.04.C.4) or during the first three (3) months after installation is subject to complete removal and replacement of affected panels with acceptable pervious concrete at the Owner’s discretion and Contractor’s expense. Requirement to replace affected panels shall continue until three (3) months after the date of replacement. Written notification of defects is the sole responsibility of the Owner.
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Conformance to Approved Mix Design: The pervious concrete used shall conform to the Approved Mix Design within the limits set forth in ASTM C94.
3. Required Inspections: Notify the Engineer at least 48 hours prior to required inspections specified in Sections 3.02, 3.03, and 3.04.B.
PRODUCTS
PERVIOUS CONCRETE
No reinforcing bars or tie bars will be used in the installation of pervious concrete.
Pervious Concrete shall comply with ASTM C94, except sections 4.2, 6.1.2, 6.1.3,
6.1.4, 6.1.5, 7, 8, 16, 17, 18, 19, 20 and the requirements specified herein. The volume of fresh concrete in a given batch shall be determined from the total mass of the batch divided by the design density of the concrete. The total mass of the batch shall be determined as the net mass of the concrete in the batch as delivered, including the total mixing water as defined in ASTM C94 Paragraph 9.3.
Cement: Cement in the mix design shall conform to the requirements for Portland Cement or Blended Hydraulic Cement as specified herein:
1. Portland Cement: Portland Cement shall meet the requirements of ASTM C150 Type I, II, or V Portland cement.
2. Blended Hydraulic Cement: Blended Hydraulic Cement shall be Type IP or IS Cement conforming to ASTM C595. Type IP(X), Portland Pozzolan Cement, and IS(X) where (X) dictates pozzolan and slag percentage, respectively, shall be Portland Cement and Pozzolan. The pozzolan shall be limited to fly ash or ground granulated blast furnace slag.
The fly ash or ground granulated blast furnace slag constituent content in the finished cement shall not vary more than plus or minus 5 percent by weight of the finished cement from the certified value.
3. Supplementary cementitious material shall be as specified herein:
Fly Ash: Fly ash shall conform to the requirements of ASTM C618, Class F or C.
Slag Cement: Slag cement shall meet the requirements of ASTM C989, Grade 100 or Grade 120.
Silica Fume: Silica fume shall meet the requirements of ASTM C1240.
Aggregates: Aggregates shall conform to ASTM C33 except as specified herein, unless otherwise approved by the Engineer.
1. Aggregate Gradation tested in accordance with ASTM C136 at least once per 300 cubic yards of concrete.
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Sieve1
Percent Passing by Weight
Coarse Aggregate
Fine
Aggregate ASTM
No. 7
ASTM
No. 8
ASTM
No. 89
ASTM
No. 9
2 inch – – – – –
1 1/2 inch – – – – –
1 inch – – – – –
3/4 inch 100 – – – –
1/2 inch 90 to 100 100 100 – –
3/8 inch 40 to 70 85 to 100 90 to 100 100 100
No. 4 0 to 15 10 to 30 22 to 55 85 to 100 95 to 100
No. 8 0 to 5 0 to 10 5 to 30 10 to 40 80 to 100
No. 16 – 0 to 5 0 to 10 0 to 10 50 to 85
No. 30 – – 0 to 5 0 to 5 25 to 60
No. 50 – – – – 5 to 30
No. 100 – – – – 0 to 10
No. 200 – – – – 0 to 3
1 Sieve provided in nominal size square openings or United States Standard Sieve Series sizes.
In individual tests, a variation of 4 percent under the minimum percentages or over the maximum percentages will be allowed.
The average of three successive tests shall be within the percentages stated above. Aggregate shall contain no pieces larger than two times the maximum sieve size for the specified grading measured along the line of greatest dimension.
2. Coarse Aggregate
LA Abrasion: 35 percent (maximum) tested in accordance with ASTM C131 at least once per 300 cubic yards of concrete.
Cleanness Value: 75 (minimum) tested in accordance with California Test 227 at least once per 300 cubic yard of concrete.
3. Acceptance of grading and quality of the aggregate may be based on samples taken from stockpiles at the concrete plant or a submitted gradation report at the discretion of the Engineer. The point of acceptance will be determined in the field by the Engineer.
Admixtures
1. Air Entraining Admixtures: Air entraining admixtures shall meet the requirements of ASTM C260.
2. Water Reducing Admixtures: Water reducing admixtures shall meet the requirements of ASTM C494, Type A.
3. Hydration Stabilizing Admixtures: Hydration stabilizing admixtures shall meet the requirements of ASTM C494, Type B or Type D.
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4. Superplasticizers: Superplasticizers and retarders shall meet the requirements of ASTM C494, Type F or Type G and ASTM C1017, Type 1.
5. Viscosity Modifying Admixtures: Viscosity modifying admixtures may be used if approved by the Engineer.
6. Color Pigment: Color pigment shall meet the requirements of ASTM C979 for integrally colored concrete. Pigments shall be color stable, non-fading, and resistant to lime and other alkalis.
Water: Clean potable water or water conforming to ASTM C1602 shall be used in the mix design and on the jobsite. The use of hot water is not permitted.
Microfibers and Macrofibers: Microfibers shall conform to the requirements of ASTM C1116, Type III and shall be monofilament and ½ inch in length.
Macrofibers shall conform to the requirements of ASTM C1116, Type III and shall be monofilament.
Mix Design:
1. General: The Contractor shall propose a mix design for pervious concrete and shall submit the mix design to the Engineer for acceptance prior to constructing the reference panels. Pervious concrete shall not be placed in the reference panels without a mix design that has been reviewed and accepted by the Engineer.
2. Mix Design Criteria: The Contractor shall include the following elements and results of the described procedures in the proposed mix design:
The cementitious content, including pozzolans if used, shall be a minimum of 480 and a maximum of 600 pounds per cubic yard.
The mix may incorporate up to 5 percent fine aggregate, by weight.
The mix shall incorporate a hydration stabilizing admixture.
The mix may incorporate microfibers, macrofibers or fibers per Manufacturer’s recommendations.
The mix shall be designed to meet the acceptance criteria for Void Content per Section 1.04.E.2.g as determined by the testing methods specified in Section 1.04.D.
The water/cement ratio shall be between 0.27 and 0.35.
Up to 50 percent of cementitious material in the mix, by weight, may be fly ash, slag cement, or a combination of silica fume and either or both of the above, with silica fume not exceeding 10 percent.
Compressive Strength: 3000-3500 psi at 28 days
Slump: Zero (slump not used for acceptance)
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Deviations from this mix design, such as the use of internal curing admixtures, cementitious content outside of the range specified, or finer aggregate gradations may be permitted at the sole discretion of the Engineer provided the Contractor can demonstrate the viability of the mix design through past successful installations or sound science.
PAVEMENT BASE
Pavement Base Material shall consist of clean, mechanically crushed stone, substantially free from adherent coatings. Materials shall be washed thoroughly to remove clay, organic matter, extraneous debris, or objectionable materials. Recycled materials or round river gravel are not permitted. Material shall be obtained only from a source(s) approved by the Engineer. Written requests for source approval shall be submitted to the Engineer not less than Working 10 days prior to the intended use of the Material. Should the proposed source be one that the Engineer has no history of Material performance with, the Engineer reserves the right to take preliminary samples at the proposed source, and make preliminary tests, to first determine acceptability of the new source and then perform the applicable Material approval testing. Continued approval of a source is contingent upon the Materials from that source continuing to meet Contract requirements. Materials shall meet the Standard Specifications for grading and quality for use in the Work; however, allowable exceptions may be specified in the Contract. The Engineer shall reserve the right to sample and test Material at any time including at the source.
Pavement Base shall consist of up to two (2) layers as specified on the Plans and included herein:
1. “Choker Course” shall be No. 4 aggregate – 1” thick.
2. “Reservoir Course” shall be washed open-graded aggregate (1.5” stone) – 8” thick.
GEOTEXTILE FOR SOIL SEPARATION
Geotextile shall be non-woven filter fabric between soil and base
EXECUTION
GENERAL
Prevent runoff from adjacent pervious and impervious surfaces from entering the permeable pavement area (e.g., stabilize adjacent areas, flow diversion) until authorization is given by the Engineer/Landscape Architect. For capital projects, redevelopment projects, and any project where the permeable pavement is in the public ROW (i.e., with an SFPW encroachment permit), refer to SFPUC Specification Section 01 57 29 Temporary Protection of Green Infrastructure Facilities.
Exclude equipment from permeable pavement areas that have been excavated to subgrade. No equipment shall operate on subgrade within the 08/26/2025
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facility once excavation has begun, including during and after excavation.
Equipment may operate on the placed aggregate surface.
Prevent foreign materials and substances, such as silt laden run-off, construction debris, etc. from entering or being stored in the facility at any point during construction.
Do not dump materials or substances except the aggregate within the permeable pavement area. Any foreign materials or substances shall be removed prior to aggregate placement.
SUBGRADE PREPARATION AND PROTECTION
Construct subgrade to +/- ¾ inch of the grades and slopes specified on the Plans.
Grading of subgrade shall be with low ground pressure equipment when within six (6) inches of final subgrade elevation.
Compact subgrade to 90 percent (+/- 2 percent) of the maximum dry density per standard Proctor test (ASTM D698), or as directed by the Geotechnical Engineer. Determination of in-place density shall be made using a nuclear gauge per ASTM D6939.
Areas of the subgrade which are over-compacted, as determined by the Geotechnical Engineer, shall be ripped/tilled to a depth of 12 inches (minimum) or as directed by the Geotechnical Engineer and shall be recompacted in accordance with Section 3.02.C. Contractor shall locate all utilities within pavement footprint prior to ripping and re-compacting subgrade.
Proof-roll prepared subgrade with loaded dump truck, remove soft spots, and replace with permeable structural fill as directed by the Engineer to achieve uniform subgrade.
After compaction and proof roll, scarify subgrade ¼- to ½-inch deep by hand rake. Once scarified, materials or equipment shall not be permitted within the prepared subgrade area so as to avoid recompaction or clogging of the scarified subgrade.
The subgrade shall be protected from over-compaction or contamination by silty run-off or other contaminants.
1. Provide physical barriers or direct traffic to eliminate unnecessary vehicular traffic on the subgrade during construction in accordance with SFMTA and SFDPW ordinances and specifications.
2. Provide flow diversion and erosion control measures to protect the permeable pavement area from sedimentation until the upstream catchment area is thoroughly stabilized.
Areas of subgrade over-compacted by construction traffic or other impacts by the Contractor or Subcontractors shall be ripped/tilled and re-compacted in accordance with Section 3.02.D. All work and materials required to correct 08/26/2025
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over-compacted subgrade, including utility locates within the pavement footprint, shall be at the Contractor’s expense.
Areas of subgrade contaminated by the accumulation of silty material following rains or other debris or contamination shall be removed and disposed at the Contractor’s expense.
The subgrade shall be inspected and accepted by the Engineer prior to placement of the geotextile or pavement base.
Place geotextile, if required, on scarified subgrade. Care shall be taken to provide full coverage and to prevent the geotextile from being torn. Damaged geotextile shall be repaired as indicated by the manufacturer and to the satisfaction of the Engineer at no additional cost to the Owner. Overlaps of the geotextile shall be a minimum of one (1) foot or to the manufacturer’s recommendation, whichever is greater.
.
PAVEMENT BASE
Construct pavement base to the lines, grades, and thicknesses shown on the Plans.
Place the pavement base so as to prevent loaded dump trucks from driving directly on the prepared subgrade.
Compact pavement base, in six (6) inch (maximum) lifts, by making a minimum of three passes over the pavement base material with a ten (10) ton vibratory roller, or as directed by the Geotechnical Engineer. The first two (2) passes (minimum) shall be in vibratory mode. Acceptance of the pavement base will be based on Engineer’s observation that compaction has achieved an unyielding surface. Compaction equipment shall be accepted by the Engineer prior to use.
Pavement base shall be true to the designed grade and slope, +/- 0.05 feet, after compaction for each layer. In the event of low spots, additional material shall be added and recompacted. In the event of high spots, excess material shall be removed and the area recompacted.
The pavement base shall be protected from over-compaction or contamination by silty run-off or other contaminants.
1. Provide physical barriers or direct traffic to eliminate unnecessary vehicular traffic on the pavement base during construction in accordance with SFMTA and SFDPW ordinances and specifications.
2. Provide flow diversion and erosion control measures to protect the permeable pavement area from sedimentation until the upstream catchment area is thoroughly stabilized.
Any damage to the pavement base (including contamination by silty run-off) shall be repaired to the satisfaction of the Engineer at the Contractor’s 08/26/2025
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expense. Contaminated pavement base shall be removed and replaced to the limits as determined by the Engineer.
The pavement base shall be inspected and accepted by the Engineer prior to placing any pervious concrete.
MIXING, PLACEMENT & CURING OF PERVIOUS CONCRETE
Pervious concrete formwork
1. Forms shall be made of steel or wood and shall be in good condition, clean, and capable of being anchored in place so as to ensure pavement placement true to the grades, lines and slopes as specified on the Plans.
2. Forms that are bent, warped, unclean, or otherwise deemed inadequate by the Engineer shall not be used.
3. Existing curbs, structures, or the vertical face of previously placed pervious concrete may be used as a form.
4. Set, align, and brace forms to satisfy the lines, grades, and slopes on the Plans.
5. Apply form-release agent to the form face immediately before placing concrete, if used.
6. No pervious concrete shall be placed until the forms are inspected and accepted by the Engineer.
7. Slip forming is an acceptable method for placement of pervious concrete.
Batching, mixing, and delivery
1. Pervious concrete shall be batched and centrally mixed at a batching plant meeting the requirements set forth in Section 1.06.A.4. Pervious concrete shall not be shrink mixed or transit mixed.
2. Begin mixing immediately after cement has been added to aggregates.
Batch and mix concrete in compliance with ASTM C94, with the following exceptions:
Placement of concrete shall occur no more than 60 minutes from the time water or aggregate is added to the cement unless a hydration-stabilizing admixture is used.
Hydration stabilizers shall be used if time from batching to placement is expected to exceed 60 minutes. The appropriate dosage rate shall be determined by the ready-mix concrete producer or contractor to allow for the necessary fresh properties required for placement of concrete as determined by the contractor. Placement shall cease immediately if the concrete mix becomes unworkable. Loss of the wet metallic sheen, combined with slowing discharge from the ready-mix truck and a rapid rise in concrete temperature are indications of loss of workability. 08/26/2025
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Additional water may be added on site, but the fresh density must still meet the requirements of Section 2.01.F.2 after water addition.
Placing and consolidation
1. Pervious concrete shall not be placed on standing water or frozen pavement base.
2. In hot and or dry conditions, prior to placement of the pervious concrete, moisten sub-base aggregate to provide a dampened condition at the time concrete is placed. If initial application of water is absorbed within a few minutes, apply a second application of water just before installing pervious concrete.
3. Place pervious concrete on the prepared pavement base as close to its final position as possible, either directly from the transporting equipment or by conveyor, unless otherwise specified. Spread the concrete using mechanized equipment or hand tools, without segregation.
4. Strike off concrete between forms using a form riding paving machine or roller screed at the appropriate height, as determined by the Contractor, to allow for compaction to finished grade. Equipment used for striking off the pervious concrete shall leave a smooth surface, free of ridges or other imperfections, without drawing excessive paste to the surface. Vibratory screeds are not permitted. Other strike-off devices may be used when accepted by the Engineer.
5. Provide secondary compaction of pervious concrete with purpose-built cross roller, float pan, or alternate method approved by the Engineer.
Rollers shall be of sufficient weight and width to compact the fresh pervious concrete to grade, leaving a smooth surface, free of ridges or other imperfections, without drawing excessive paste to the surface.
Compacted pervious concrete shall meet the acceptance criteria for Smoothness set forth in Section 1.05.E.2.
6. Contractor’s personnel shall take care to avoid foot traffic in the pervious concrete to prevent non-uniform compaction and to keep contaminated material from entering the pavement mix. Foot traffic on the fresh concrete shall not be allowed after it has been struck off.
7. Place pervious concrete continuously. When discharge from a truck is complete or stops, and there will be a gap in time before the next truck arrives or placement continues, cover the placed material, including the leading edge, until the next truck arrives. If the gap in time between trucks is 15 minutes or more, a header shall be placed between the forms and a construction joint formed. The construction joint shall be located at a contraction joint location, unless otherwise approved by the Engineer. The pervious concrete shall be compacted and finished to the header before placement may continue. Upon resuming placement, the header may be carefully removed and a construction joint formed at that location. Any sloughing or sagging of the previously placed 08/26/2025
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pervious concrete at the header location shall be corrected prior to placing new pervious concrete against the joint.
Edging: Edging of the top surface shall be completed in plastic concrete to a radius of not less than 1.5 times the nominal size of the aggregate. Defects shall be repaired immediately.
Jointing: Joints shall be of three (3) types: construction, contraction, and isolation. Wherever possible, the angle between intersecting joints shall be between 80 and 100 degrees. Construct joints at the locations and to the horizontal dimensions indicated on the Plans.
1. Construction Joints: Construction joints shall be formed at the end of a day’s work or when necessary to stop production for any reason.
Construction joints shall be located as near as possible to the location of a planned contraction or isolation joint.
Construction joints are to be formed by placing a header between the forms, at right angles, to the full depth of the finished pervious concrete, and set to the height of the forms. Pervious concrete shall be placed against the header and compacted and finished as normal, including edging.
Upon resuming paving, the header shall be carefully removed and new pervious concrete placed directly against the existing pervious concrete. The new pervious concrete shall be compacted and finished against the hardened pervious concrete as if it were a form.
If an isolation joint is planned at this location, then the premolded joint filler shall be placed against the existing pervious concrete and the new pervious concrete shall be placed against the premolded joint filler. The joint shall be tooled on both sides of the premolded joint filler.
2. Contraction Joints: Contraction joints shall be used to control random cracking.
Contraction joints shall be a minimum depth of 1/4 of the pervious concrete thickness, up to a maximum required depth of 1 and 1/4 inches, and shall have a joint width of no more than 1/8 inch.
Contraction joints shall be placed every 15 feet unless otherwise shown on the Plans.
Plastic Formed Joints: Contraction joints may be formed in the plastic concrete using a roller designed for this purpose or by other methods accepted by the Engineer.
Rollers shall have sufficient weight to produce the joint and shall not otherwise damage or mar the surface.
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Joints shall be tooled on both sides of the joint with a radius not less than 1.5 times the nominal size of the aggregate.
Saw Cut Joints: At the option of the Contractor, contraction joints may be saw cut provided joints are early-entry dry-cut type.
Joints shall be cut using purpose built early-entry saw cutting equipment.
Saw cutting shall not be performed during the curing period.
Saw cut joints shall be installed no later than the same day the curing plastic is removed.
Remove cuttings from surface immediately after saw cutting of joints.
If shrinkage cracking is likely to be a concern during the curing period, plastic formed joints should be installed to relieve slab stress.
3. Isolation Joints: Isolation joints shall be used where the pervious concrete abuts existing facilities or where shown on the Plans.
Isolation joints shall continue through the depth of the pervious concrete using a 3/8 inch premolded joint filler.
Isolation joints may be formed by inserting the premolded joint filler into the plastic concrete or by forming a construction joint and affixing the premolded joint filler against one side of the joint and placing fresh pervious concrete against it.
Isolation joints and filler shall be flush with the surrounding pervious concrete and shall not deviate from the acceptance criteria for Grade as specified in Section 1.05.E.2.
The edges of the pervious concrete on either side of the premolded joint filler shall be hand tooled to a radius not less than 1/4 inch.
Curing
1. Begin curing within 20 minutes or as soon as possible after concrete is discharged from the truck to attain the proper moisture level as indicated by cement paste with a wet metallic sheen, unless otherwise specified or approved by the Engineer.
2. Completely cover the pavement surface and all exposed edges with a minimum six- (6)-mil-thick white polyethylene sheet, unless otherwise specified or approved by the Engineer. No wetted burlap or cloth shall be used.
3. Thoroughly secure a polyethylene sheet at all exterior edges and interior laps without using soil. The method of securing the cover material shall prevent wind from removing the sheet and from blowing under the sheet across the surface of the concrete.
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4. Curing compound shall not be used on any pervious cement concrete surface.
5. Cure pavement for a minimum of 7 uninterrupted days, unless otherwise specified or approved by the Engineer.
6. With the exception of saw cutting equipment, all traffic shall be kept off of the pervious concrete during the curing period.
7. Any testing for acceptance shall not occur until the end of the curing period.
Cold-weather construction
1. Protect concrete from freezing and record concrete temperature no less than twice per 24-hour period in accordance with ACI 306.1.
OPENING TO TRAFFIC
No traffic shall be allowed on the pervious cement concrete pavement for 10 days.
Once open to traffic, measures must be maintained to prohibit any construction related impacts on the pervious concrete pavement surface. No construction equipment, trucks or material staging is allowed on the completed pervious concrete pavement at any time after installation and curing.
PROTECTION OF PAVEMENT
Cured and exposed pervious cement concrete pavement surface shall be kept clean and free of clogging debris and soils from the Contractor’s operations and all upstream and adjacent debris. Neither construction equipment nor staging shall be allowed on the cured an exposed pervious cement concrete pavement surface. If debris or soils contaminate the pervious pavement voids, the pavement shall be cleaned at the Contractor’s expense and to the satisfaction of the Engineer. If pervious cement concrete pavement cannot be unclogged, it shall be removed and replaced at the Contractor’s expense and to the satisfaction of the Engineer.
REJECTION
Pervious concrete that does not meet the acceptance criteria set forth in Section 1.05.E.2 will be rejected by the Engineer on a lot-by-lot basis.
Pervious concrete that has been rejected by the Engineer or the Contractor shall be removed and replaced at no additional cost to the Owner.
END OF SECTION
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CITY OF VISTA
July 11, 2025
ADDENDUM NO. 2
To the Contract Documents for:
2025 Michigan Ave Parking Lot Project
C.I.P. No. 8332
D-4730, LD#25-040
City of Vista
200 Civic Center Drive
Vista, CA 92084-6240
AL
CITY ENGINEER
To All Contract Document Holders of Record: All contract drawings, specifications, contract documents and other bidding directives remain unchanged except drawings, specifications, sections or parts of sections added to, revised, deleted or clarified by this Addendum.
ERROR CORRECTION IN THE OPEN GOV PRICING FORM
1. Per question received from Jose Montano July 10, 2025, 7:46am, from Montano Pipeline Inc., “The quantity for bid item 57 appears to be incorrect on the pricing proposal form. It is listed as 169 LS and should be 1 LS as listed in the specifications. Please advise if this will be corrected.” Answer: Yes this will be corrected on the online proposal form to match the specifications to 1 LS (lump sum) for bid item 57 Pothole for 8" PVC schedule 40 for connection from dispersion area to ex storm drain on MainStreet.
Add the following specifications to the contract documents:
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CITY OF VISTA
July 14, 2025
ADDENDUM NO. 3
To the Contract Documents for:
2025 Michigan Ave Parking Lot Project
C.I.P. No. 8332
D-4730, LD#25-040
City of Vista
200 Civic Center Drive
Vista, CA 92084-6240
An~_
CITY ENGINEER
To All Contract Document Holders of Record: All contract drawings, specifications, contract documents and other bidding directives remain unchanged except drawings, specifications, sections or parts of sections added to, revised, deleted or clarified by this Addendum.
KEY STONE WALL FOUNDATION CLARIFICATION
1. Per question received from Anonymous July 10, 2025, 10:06 am, “Detail 11 on page 9 shows a Concrete Footing under the Keystone Wall What are the dimensions of the Footing? Is there Rebar? Do we put the cost of the concrete Footing in Bid Item 41? Answer:
There is no anticipated concrete footing under the gravity wall. Detail 11 shown on page 9 is a generic drawing provided by the Geotech to show the "Retaining Wall Drain Detail" which highlights the pipe, crush rock, and backfill to eliminate hydrostatic pressure behind the wall.
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Contractor will utilize the manufacture guidance for gravity wall installation as shown in Appendix G of the specifications. For this Keystone product as shown, 12 pages into Appendix G, Plate 1, the foundation is a Leveling Pad. Plate 1 defines a “Leveling Pad is typically constructed of 34” crushed stone or gravel, 6” deep and 6” wider than the wall units front and back. Concrete may also be used.” Again, concrete is not anticipated to be used. Bid Item 41 shall include everything to build the wall as stated in bid description.
Add the following specifications to the contract documents:
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From Pppendy G)
_
E usuor | cp BAC
KEYSTONE CAP UNIT ne > COMPACTED LOW 8 } PERMEABILITY SOIL | l
KEYSTONE UNIT —~| T (REINFORCED SOIL)
;
ore “SK compacte sol
KEYSTONE FIBERGLASS PIN NI + 1 !
(2 PER BLOCK) . H
WALL I UNIT DRAINAGE FILL }
HEIGHT BLOCK SETBACK —||=— | (RETAINED SOIL
| K GEOGRID LENGTH ————=- 7 - = | = ~ = = ; LIMIT OF EXCAVATION <~—e o o © o—o- SX ceocrip (TYP.)
FINISHED GRADE _| Q i
EMBEDMENT :
3"@ PERFORATED DRAIN PIPE
LEVELING PAD
(FOUNDATION SOIL_)
Glossary
KEYSTONE UNIT - Keystone Standard III pinned units. Fill core with 3/4” clean crushed stone.
KEYSTONE CAP UNIT- 4" high cap unit. Cap units are secured to upper wall units with KapSeal adhesive per manufacturer's recommendations.
BLOCK SETBACK - Block setback is determined by the multiple pin locations in each unit as required by the wall geometry and design.
EMBEDMENT - Embedment required is a function of wall height and top slope. General recommendation is minimum embedment of 6” below the grade in front of the wall.
WALL HEIGHT - Wail height is defined as the total wall height from top of leveling pad to top of wall.
LIMIT OF EXCAVATION - The limit of excavation is defined as the excavation necessary to install the wall system, leveling pad, drainage fill, drain pipe, and the geogrid reinforcement when required.
LEVELING PAD - Leveling pad is typically constructed of compacted 3/4" crushed stone or gravel, 6" deep and 6” wider than the wall units front and back. Concrete may also be used.
DRAIN PIPE - 3" perforated pipe placed behind bottom of wall to provide additional drainage. Pipe shall be discharged to drainage swale or storm drainage system.
UNIT DRAINAGE FILL- Drainage fill is a free draining crushed stone that is placed within units and for a distance of 6" behind the wall units.
REINFORCED SOIL - Reinforced soil backfill is placed and compacted in 8" think lifts to a minimum 90% maximum dry density (ASTM D1557) with geogrid levels included at the design locations and lengths.
GEOGRID - Geogrid is Mirafi Miragrid 2XT polyester reinforcement. Geogrid lengths are measured from the wall face to the end of reinforcement. Geogrid is placed on level compacted backfill and tensioned behind wall prior to backfilling.
FINISHED BACKSLOPE - Finished backslope shall be low permeable soil to prevent surface runoff into wall backfill.
KEYSTONE SEGMENTAL BLOCK WALL - STANDARD III UNIT
GEOGRID REINFORCED WALL TYPICAL SECTION
SOIL TYPE = CBC SOIL TYPE 4 OR BETTER (®=30")
SEISMIC DESIGN ACCELERATION = 0.15g
PLATE
— og
BLOCK & BRICK
= Boe
Addenduwn 3
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BID PROPOSAL
From: MONTANO PIPELINE INC , Bidder,
For: The construction of
PARKING LOT AND STREET {MPROVEMENTS
as specifically set forth in documents entitled
MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No 8332)
The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and ail other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.
The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier's Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent (10%) of the total base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety’s liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
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It is understood and agreed that:
1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.
The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.
The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.
The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety (90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.
The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.
The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.
In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:
“lam aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and t will comply with such provisions before commencing the performance of the work of this contract.”
Receipt of Addenda No. _1_ through _3_ is hereby acknowledged. (If none, write “NONE”). 24 08/26/2025
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In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made. (Continued on next page)
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DATE: JULY 24 , 20_25
(CORPORATE SEAL)
Name and address of all members
of the firm or names of all officers
of the corporation.
JOSE MONTANO
231 4TH AVE, CHULA VISTA, CA 91910
BIDDER’S NAME_MONTANO PIPELINE INC
ee Sey a oe
~Sjgrature -
JOSE MONTANO
Printed Name
TITLE_PRESIDENT.
BY ee HE ps
igriature
JOSE MONTANO
Printed Name
TITLE. SECRETARY
BIDDER'S MAILING ADDRESS:
231 4TH AVE, CHULA VISTA, CA 91910
CORPORATION ORGANIZED UNDER THE LAWS
OF THE STATE OF
CALIFORNIA
CONTRACTOR'S LICENSE # 829293
EXPIRATION DATE_93/31/2027
CONTRACTOR'S LICENSE CLASS__A
SURETY OR SURETIES: UNITED FIRE Grove —
ALLIANT INSURANCE SERVICES
INSURANCE COMPANY:
FEDERATED INSURANCE
| certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct:
2/24/2025
Date
AE eee.
RACTOR'S SIGNATURE
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BID SCHEDULE
To be completed through the City’s Electronic Bidding System (OpenGov Procurement) Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
PARKING LOT AND STREET IMPROVMENTS
as specifically set forth in documents entitled
MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No 8332)
all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.
All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ‘S’ in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 3-2 (“SELF- PERFORMACE?”) of the San Diego Regional Supplement to the Greenbook. 27 08/26/2025
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BID SCHEDULE
(Provided for reference only)
PROJECT NAME: MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No 8332) TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC OPENGOV PROCUREMENT BIDDING SYSTEM
Base Bid Items
Abbreviations
San Diego Regional Standard Drawings (SDRSD)
San Diego County Design Standard (SDCDS)
City of Vista (COV)
Vista Irrigation District (VID)
Description Of Work Qty. Unit
Mobilization & Demobilization
(5% maximum of Total Base Bid)
2 Project Information Sign 2 EA
Public Notification per Supplementary General 1
Provisions, Section 3-11.2
Storm Water Pollution Prevention and Erosion
Control 7 a
5 Traffic Control and Construction Staging 1 LS
6 Utility Potholing 1 LS
7 Survey Monument Preservation 1 LS
8 Unforeseen Field Conditions (stipulated $25,000
amount
9 Record Drawing (“As-Built”) Plans (stipulated $1500.00 amount)
10_—s| Clearing and Grubbing 4 LS
Remove, sawcut and dispose of existing sidewalk,
11 = | driveway, C&G and AC 1 foot in front of ex C&G 1 LS
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Bid
item Description Of Work Qty. | Unit
Remove and dispose of existing (10) trees, stumps
12 | and vegetation 1 LS
Remove existing striping and pavement markings
13 | by grinding or sandblasting in existing parking lot 1 LS Remove and dispose of ex. fence, conduit and
14 | misceltaneous items 1 LS
15 Subgrade preparation, cut and fill 1 LS
16 8” pipe PVC schedule 40 for area drains 54 LF
47 2 x2 Brooks box or approved equal for area 2 EA
drains
18 4” perforated pipe schedule 40 for pervious 345 LF
concrete underdrain system
19 4” solid walled pipe schedule 40 for pervious 123 LF concrete underdrain system
4" perforated pipe schedute 40 for wall
20 | underdrain, detail 14 190 | LF
Concrete flume- 3' wide opening per plan and
21 | SDCDS GS-5.03 2 EA
22 Sidewalk underdrain pipe per SDRSD No. D-27 6 LF
23 Fonroche solar Streetlight direct bury in 2 EA
concrete slurry, detail 12
6" aggregate base under AC pavement (95%
24 | compaction) 26 cy
25 3" Asphalt concrete pavement (155lb/cf) 29 TN
2” Grind and Overlay, 4' wide on Michigan Ave in
26 | front of new improvements 230 | SF
PCC 6" Type ‘G’ curb and gutter per SDRSD No. G-
27 |20n6" aggregate base on Michigan Ave 52 LF
PCC 6” Type ‘G’ curb and gutter per SDRSD No. G-
28 2 on 6" aggregate base with 6"x6" key per detail 4, | 435 LF parking lot (south curb line)
PCC 6” curb per SDRSD Nos. G-01 on 6" aggregate
29 ‘| base at north & east parking lot curb face and 313 LF driveway landscape islands
PCC cut off wall along both sides of ADA ramp and
30 53 LF
landings
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Bid
tem Description Of Work Qty. | Unit
PCC 0” curb (6" wide x 9" deep) on 6" aggregate
31 | base at pervious concrete boundary per detail 7. 281 | LF PCC Type B Rollback Curb and Gutter SDRSD G-4A
32 | on 6" aggregate base 13 LF
PCC Driveway Entrance per SDRSD Nos. G-14D,
33 | 0n 6" aggregate base - 25' wide with 2" tall 4180 | SF depressed curb
PCC Sidewalk per SDRSD No. G-7 on 6” aggregate
34 | base 421 | SF
PCC 2' wide concrete ribbon gutter on 6”
35 | aggregate base per Detail 6 34 SF
PCC Concrete Gravity wall for dispersion area per
36 | Detail 4 48 LF
Pervious concrete 6" thick per detail 7 (approx.
37 16720 sq ft) 125 CY
No.4 aggregate 1" thick per detail 7 under
38 | pervious concrete pavement section 21 CY
1.5” washed aggregate 8" thick per detail 7 under
39 | pervious concrete 167 CY
Non-woven geotextile fabric under pervious
40 | concrete per detail 7 6720 | SF
AL Gravity wall & backfill similar to Keystone
Standard Ill or approved equal. No geogrid 1 LS
Stackable Keystone wall to hold back 2' slope or
42 | place boulders supplied by Public Works 10 LF
PCC 0” curb on 6" aggregate base in dispersion
43 | area per detail 5 9 LF
PCC 0” curb curb stabilizer, dowel/epoxy into ex
44 | curb on 6" aggregate base per detail 4 48 LF
Construct dispersion area per detail 4, mulch or
45 | rock, amended soil 148 | SF
Sawcut existing curb for dispersion area per sheet
46 13, construction note 15 1 LS
Handrail at ADA ramp per SDRSD M-24 and Detail
47 46 LF
1,2&3
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Bid
Item Description Of Work Unit
48 Remove existing vault, adjust existing water meter
and install traffic rated box, adjust to grade
49 Furnish and Install Signing, Striping, and Marking
per plans. Remove, salvage, and relocate existing
signage as noted on plans.
LS
50 Pothole for existing irrigation in the existing south parking lot and connect to proposed irrigation per
plan
LS
51 Sawcut through the existing parking lot to install,
pipes, sleeves, conduits and control wires 65 LF
52 Sawcut through existing sidewalk to install, pipes,
sleeves, conduits and control wires LF
53 Route irrigation to dispersion areas and islands in
efficient way utilize sleeves under hardscape as
need
LS
54 Furnish and install all landscape and irrigation per plan LS
55 Furnish and install cable rail at top of wall per
Caltrans B11-47, detail 10 170 LF
56 90-Day landscape maintenance period
(Note: this maintenance period is not a part
nor included in the Working Days)
LS
57 Pothole for 8" PVC schedule 40 for connection
from dispersion area to ex storm drain on Main
Street.
LS
58 Sawcut through existing parking lot and install
8” PVC pipe schedule 40 and inlet boxes for
storm drain. Trench resurfacing per COV SRF-
O8A & B. Pipe slope 1%min and 3' deep to SD
inlet on Main Street per sheet 10
169 LF
59 In dispersion area install overflow pipe (4 typ.)
per SDCDS GS-5.10. In parking lot install 2’x2’
Brooks inlet boxes on 6" aggregate base which
are traffic rated in parking lot per plan and
continue to storm drain inlet on sheet 10
LS
60 Remove, Dispose & Replace sidewalk panels
per SDRSD No. G-7 102
61 Alter and reconnect irrigation as needed.
Replace and restore landscaping as needed LS
62 Core drill into existing storm drain on Main
Street. 3' deep minimum and properly seal.
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BID SCHEDULE WORKSHEET - END
(Provided for reference only)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC BIDDING SYSTEM (OPENGOV PROCUREMENT)
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS. Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.
Alternate Bid Items
= a Description Unit | Qty. Unit Price Item Total
Alt Bid 1 - Fencing and Gates (shown on landscape plan and sheet 10) Furnish and install perimeter fencing 6' tall, sheet
63 | 40 iF | 463} |O2 {47 j22b6
Furnish and install perimeter fencing 4' tall, sheet
64 |40 LF 75 40 (o,7S0
65 Furnish and install 16’ gate, sheet 10 LF 46 ZL O 5, 7 b O 66 {Furnish and install 5' gate, sheet 10 LF 5 360 ] ; B00
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS and not the alternative bid items. Alternative Bid Items are not required. Unit prices shall prevail over extended total and grand total prices. Late bids wili not be accepted. 32 08/26/2025
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Description of Base Bid Items:
(Scan and Include with Bid Package)
General
Bid Item 1 — Mobilization & Demobilization: Bid item shall include full compensation for all bonds, insurance, sureties, licenses, permits, facilities, labor, equipment and material necessary to complete all work required in advance of construction operations, and upon the initiation of construction operations, to mobilize all required equipment, materials and personnel on-site, and complete all associated and appurtenant work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The Bid Item shail also include all labor, equipment and material required to clean-up and restore the site, demobilize and remove alt equipment, materials, staging and temporary BMPs, and complete all work required at the end of construction operations in accordance with the Standard Specifications, the Supplementary Generali Provisions of these Specifications, and as directed by the Engineer. The lump sum price for this item shall not exceed 5% of the total contract price (5% maximum of Total Base Bid and Additive Alternate Bid Combined).
Bid Item 2 - Project Information Sign: Bid item shall include full compensation for al! coordination, labor, equipment and material required to furnish and place project information signs per Section 7-12.1 of the Supplementary Provision of these Specifications.
J ite E eme jenera : : Bid item shall include
alt necessary labor, equipment, materials, and all other related costs for preparation, copying, and distribution shall be considered as included in the lump sum price Bid for Public Notification
Bid Item 4 - Storm Water Pollution Prevention and Erosion Control Plan: Bid item shall include full compensation for submitting the required storm water permit (located in the appendix) including all labor, equipment and materials required to complete all work necessary to install, maintain, repair and replace all temporary construction BMPs to prevent the discharge of any materials into the storm drain system. No additional compensation will be made.
Bid Item 5 - Traffic Control and Construction Staging : Bid item shall include full compensation for all tabor, equipment and materials required to complete all work required to prepare, submit and obtain approved Traffic Control Plans from the City of Vista Traffic Engineering Division; handle traffic (including flagging costs and person(s) to safely control pedestrian and vehicular traffic), furnish tools, equipment and incidentals, and for doing all work involved in staging constructing, furnishing, placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system (including traffic control devices, temporary steel! plate bridging, temporary road resurfacing); installation and removal of all required temporary striping and signing associated and appurtenant work as specified in the Standard Specifications, Section 7-10 of the Supplementary General Provisions of these Specifications, and as directed by the Engineer. This bid item shall also include the completion, submittal and processing of a no-fee encroachment permit (application form is included in the Appendices to these Specifications).
Bid item 6 - Utility Potholing : Bid item shall include full compensation for all coordination, labor, equipment and material required to locate, protect and restore all existing utilities and improvements which “may be affected” or “are affected” by the Work in accordance with the Standard Specifications, the Supplementary General Provisions of these Specifications, and as directed by the Engineer. The location, protection, and restoration of existing utilities and improvements (including street pavements, sidewalks and landscaping/irrigation), specifically identified for payment under other bid items shall not be included for 33 08/26/2025
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payment within this bid item. All other location, protection and restoration required to complete the Work shall be incorporated into this bid item. The City will provide utility as builts.
Bid item 7 - Survey Monument Preservation: Bid item shall include full compensation for all labor, equipment and materials required to complete all work required for the preservation of survey monuments.
Bid Item 8. Unforeseen Field Conditions (stipulated amount): Bid item shall include fult compensation for all labor, equipment and material required to repair, construct, rehabilitate, remove, dispose, relocate, adjust any necessary and unforeseen site feature, utility infrastructure, surface improvements, or unsuitable soil condition, as directed by the Engineer, according to these specifications. No additional compensation will be made. This Bid Item is not subject to Section 3 Changes In Work, and no payment will be made unless the Engineer provides a written Notice to Proceed, or written approval for this bid item.
Bid Item 9 - Record Drawing (“As-Built”) Plans (stipulated amount): Bid item shal! include full compensation for all labor, equipment and material required to provide City with accurate “red line” plans showing the exact location of all improvements, existing utilities, that have been modified as part of the Work.
REMOVAL: DISPOSAL / SALVAGE / REPLACEMENT / RECONSTRUCT / RELOCATE / ADJUSTMENT Bid Item 10 - Clearing and Grubbing ; Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to remove and dispose all natural and artificial objectionable material within the limits of excavation, as required to complete the Work and additional clearing and grubbing as may be identified within the Contract including but not limited to, landscaping, vegetation, trees, roots, stumps, irrigation, yard drains, concrete pavement, pavers, concrete walks, curbs, gutters, cross gutters, spandrels, curb ramps, curb returns, driveways, sawcuts, cold plane, all AC and concrete surface improvements, mailboxes, fencing, walls, gates and private encroachments in the right of way (which interfere with the proposed work) in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions 300-1, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.
Existing thickness may vary. No additional compensation will be made.
of existing C&G): Bid item shall include full compensation for all span equipment and material required to complete all work necessary to remove and dispose all existing street improvements within the limits of plans in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Existing thickness may vary. No additional compensation will be made.
: : : j : : B tree z esetation: Bid item shall include full compensation for all Eton equipment and material required to onniets all work necessary to remove and dispose all flagged trees, stumps and vegetation within the limits of plans in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
lot south of the proposed lot: Bid item shall mcs full compensation for all acon eae and matesial required to complete all work necessary to remove and dispose ail existing striping and pavement parking within the project limits in accordance with the Standard Specifications, the Supplementary General 34 08/26/2025
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Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
full compensation for all labor, equipment and material mene to complete all work necessary to remove and dispose all varied items within the plan limits, since this used to have a single family house on the lot, in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Storm Drain System
Bid Item 15 - Subgrade preparation, cut and fill; Bid item shall include fult compensation for all labor, equipment and material required to complete all work necessary for the roadway, parkway, parking lot, slope excavation, transitions to existing, grading, compaction, dewatering, properly export & dispose excess material, borrow, subgrade preparation and restoration as required to complete the Work in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, typical section as shown on the Plans, the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Standard Drawing DRN-02: Bid item shall mide full compensation for all labor, equipment and material required to complete aii work necessary to install 8” PVC schedule 40 in accordance with City of Vista Standard Drawing DRN-O2, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
E ete 2 e € : a per Plans); Bid item shall include
full compensation mich all labor, equipment and material entired rs eomnicts all work necessary to install storm drain inlets, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made
em: Bid item shall include
full compensation for all tabor, equipment and material required to eomniets all work necessary to install 8” perforated PVC pipe schedule 40 and backfill as shown on plans Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all elbows, fixtures, cleanouts, clean out covers (traffic rated) to complete work. No additional compensation will be made.
: 4 j wa : edule = z erdra em; Bid item shall include
ful compensation for all labor, equipment and material required to commas all work necessary to install 8” perforated PVC pipe schedule 40 and backfill as shown on plans Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all elbows, fixtures, cleanouts, clean out covers (traffic rated) to complete work. No additional compensation will be made.
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: Bid item shall include full
compensation for all labor, equipment and material required to EoniGiete all work necessary to install 8” perforated PVC pipe schedule 40 and backfill as shown on plans Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Bid items shall include all elbows, fixtures and cleanouts. Clean out in the middle (both directions) and corners of wall. No additional compensation will be made.
: ete 2 e opening pe er Plans); Bid item shall include
full compensation for all labor, equipment and eel required to complete all work necessary to install concrete Flume Drain, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made Bid Item 22 - Sidewalk underdrain pipe per SDRSD No, D-27: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to install sidewalk underdrain pipe in accordance with San Diego Regional Standard Drawings (SDRSD) No. D-27, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Electrical system
Bid Item 23 - Fonroche solar street light. direct bury in concrete slurry ; Bid item shall include fuil compensation for all labor, equipment, material and coordination, required to complete all work to install solar street lights in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
GENERAL SURFACE IMPROVEMENTS
: spregate base D : Bid item shall include full compensation for all labor, equipment and material eatied ‘to complete all work necessary for installation of class 2 aggregate base (95% compaction) in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 25 - Asphalt concrete pavement: Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of asphalt concrete, i.e. Hot Mix Asphalt (HMA), compacted in place for slot patch in front of curb and new pavement sections. The Work shalt include, but may not necessarily be limited to prime coat, tack coat, distribution, spreading, rolling, compacting, joining, adjusting (resetting) of manholes and other structures, associated and appurtenant work, in accordance with Section 302-5. of the Supplementary General Provisions, the Standard Specifications, the Supplementary Technical Provisions and as directed by the Engineer, called for in the plans and any other related work shail be considered as included or included in the costs of other work. Bid items include work related to full depth of paving restoration required for trench repair work. No additional compensation will be made. 36 08/26/2025
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= erla z C : BE ements: Bid item shall include
full compensation for all labor, eanipment material, and mobilization for the removal of 2-inches of existing AC pavement. The Work shall include milling, removal, hauling, disposal, and associated work, in accordance with Section 302-1 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer, called for in the plans and any other related work shall be considered as included or included in the costs of other work. Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of and 2-inch surface course of asphalt concrete. C2-PG 64-10 RAP, compacted in place. The final AC surface will be completed at the end of the project to provide a clean, uniform, and finished look throughout the project limits. The Work shall include, but may not necessarily be limited to tack coat or trackless tack coat, distribution, spreading, rolling, compacting, joining, adjusting (resetting) of manholes and other structures, associated and appurtenant work, in accordance with Section 302-5 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer, and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid item shall include full eanenenten for all labor, equipment and Pareril aired to construct 4’ curb and gutter per SDRSD G-2, on minimum of 6” class 2 base under curb and gutter as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or inciuded in the costs of other work. No additional compensation will be made.
Detail 4: Bid item shall include full pomoensaiion for all tabor, equipment and Paina required to construct 4” curb and gutter per SDRSD G-2 and as modified by detail 2 in plans, on minimum of 6” class 2 base under curb and gutter as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
and driveway landscape islands: Bid item shall include full compensation: for all labor, equipment and malarial required to complete all work necessary for installation of 6” curb in accordance with SDRSD No. G-6 on 6” base material, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. 3 ali along t : a 2 di JS DE : Bid item shall
include full compensation for all labor, equipment and material tied to complete all work necessary for installation of cut off walls in accordance with SDRSD No. G-22 on 6” base material, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
detail 7 on plans: Bid item shall include full compensation a all aaa equipment and material required t to complete all work necessary for installation of curb in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.
No additional compensation will be made.
E : : aggregate base: Bid item shall include
full compensation for all [on Baumert and material required to comics all work necessary for installation of rollback curb and gutter, on 6” aggregate base in accordance with the Standard Specifications, the 37 08/26/2025
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Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
depressed curb: Bid item shall ncinde full compensation for all oer Eaiiipment and material Irequired 1 i construct concrete driveway replacements per SDRSD G-14D on aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 34~ PCC Sidewalk per SDRSD No. G-7 with 6” aggregate base; Bid item shall include full compensation for all labor, equipment and material required to construct concrete sidewalk per SDRSD G-7, on 6” aggregate base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Also, the ADA ramp and landings portions of the walkway shall comply with current ADA requirements or as directed by the Engineer. No additional compensation will be made.
: Bid item shall
include full compensations for all labor, equipment and nates panied to Pome all work necessary for installation of PCC ribbon gutter on aggregate in accordance with the detail 6 as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made
: pre 3 aggregate base : area per detail 4 ans: Bid item shall include full compensations a all mood eatlpment and material Pat to ences all work necessary for installation of the gravity wall on aggregate base in accordance with the detail 4 as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation wil! be made.
Bid Item 37- 6” Thick Pervious Concrete per detail 7 on plans: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary for installation of 6” thick permeable concrete in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, Greenbook, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
: Bid item shall include
full compensation ar all labor, equipment and material required to Pernice all work necessary for installation and compaction of No 4 aggregate base in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, Greenbook as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. : 3 < er deta plans: Bid item shall include full compensation for all labor, eatioment and mated required to pomelts all work necessary for installation and compaction of 1.5” washed aggregate base in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, Greenbook as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.
No additional compensation will be made.
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: en geotextile inder pe e per deta ans: Bid item shalt include full compensation for all labor, eatioment and material required to install fabric when unsuitable material are discovered and approved for installation, as directed by the Engineer, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If no geogrid is installed the Contractor will not be entitled to any compensation for this bid item.
approved equal, No geogrid: Bid item shall include full compensation for all labor, equipment anti material required to complete all work necessary for installation of Gravity Wall or approved equal, gravel foundation, underdrain and backfill in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, manufactures specs (in appendix) as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made,
plans: Bid item shall include full Bopenecticn for all ieee aaisient and material required to complete all work necessary for installation of stackable wall, gravel foundation, underdrain and backfill in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, manufactures specs as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Upon request, Public Works can deliver boulders, and the contractor must place the rocks in appropriate location. No additional compensation will be made.
: gsregate base : ea per deta ans: Bid item shall include full compensation for all labor, eauioment and material mane 2 ponies all work necessary for installation of curb in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
plans: Bid item shall include full compensation for all labor, equipment and material eae to connie all work necessary for installation of curb in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid item shall include full compencation for all moon equipment and material required to ences all work necessary for installation of the dispersion area in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 46 - Saweut existing curb for dispersion area per sheet 3, note 15: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary for sawcutting existing curb for dispersion area outlet in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
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em 4 andrail 2 A fa ; : er plan: Bid item shall include full compensation far all labor, equipment and material required fo Serena handrail per SDRSD M-24, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Also, the ADA railings shall comply with current ADA requirements or as directed by the Engineer. No additional compensation will be made.
grade: Bid item shall include full Eomneneaton for all tabor, eavioment eoorination with vID ‘and Peter required to adjust water meter to new grades as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
; Bid item shall include full
compensation for all ance eanipment and material required to install or apply new pavement striping, markings, signage, remove, salvage and relocate signage as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. : J ‘ 3 3 S pe ans: Bid item shall include full
compensation for all con eonipment and material equa to install or apply new pavement striping, markings, signage, remove, salvage and relocate signage as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
LANDSCAPING
per plan: Bid item shall nciode full pemnerection for all labor, Pauinnient and material required to pothole, mark out, coordinate and locate existing irrigation as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
plan : Bid item shall include full compensation for all icon equipment and par required to install irrigation, pipes, sleeves, conduits wires, trench/surface repairs and everything necessary for functional irrigation system as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
plan: Bid item shall include full eeneaticn for all labor, Batieiiont and material aurea to install irrigation, pipes, sleeves, conduits wires, sidewalk replacement and everything necessary for a functional irrigation system as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
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as needed: Bid item shall include full eomnenealion for all labor, paniemeal and material (valves, elbows, sensors, drip lines, sprinklers, wire splicing, couplers, etc.) required to route irrigation to dispersion areas and islands in an efficient way utilize sleeves under hardscape as needed for a functional irrigation system as directed by the Engineer, shown on the plans, conforms to industry standards, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
an: Bid item shall include full compensation
for all labor, equipment and matedal (valves, Eons sensors, drip lines, sprinklers, wire splicing, couplers, mulch, plants, soil, weed barrier, tree root barrier, etc.) required to route, connect to existing irrigation for a functional irrigation system as directed by the Engineer, shown on the plans, conforms to industry standards, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. City reserves right to select and flag plants/trees at the contractor’s nursery prior to delivery. = 2 2 : er Ca atai! 10: Bid item shall include
full compensation for all labor, equipment and areal to install =e rail at top of wall per Caltrans B11-47, detail 10 as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
in the Working Davs): Bid on shall include full compensation for all labor, equipment and pictorial te provide maintence of irrigation and landscaping for 90 day period, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
B" P
on Main Street per plan sheet 10; Bid item shall include full compensation a all labor, ST and material required to utility mark out, pothole, utility coordination and locate existing affected utilities in the parking lot to verify storm drain and inlet placement as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
er plan on sheet 10: Bid item shall mete full earpenention for alt labor, equipment and material auied to install pipe, base material and verify flow for functional storm drain system as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all removals, disposal of existing materials and replacement with new improvements. No additional compensation will be made.
anne onahest 40: Bid item ‘shall include full compensation for all labor, equipment AG material required to install inlets and base material, verify flow for functional storm drain system as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all removals, disposal of existing 41 08/26/2025
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materials and replacement with new improvements. Contractor shall verify the easy removal and placement of traffic rated grates with City inspector. No additional compensation will be made. : 3 a & Replace sidewalk panels pe er pla set 10: Bid item shall inctude full compensation for all anor eamipnent and material required to install PCC sidewalk panels which were affect by the storm drain work as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid item shall inctude all removals, disposal of existing materials and replacement with new improvements. No additional compensation will be made.
sheet 10: Bid item ‘shall include full comers for all ae eeerement and material (vaives, eincwe sensors, drip lines, sprinklers, wire splicing, couplers, mulch, plants, soil, weed barrier, etc.) to alter and reconnect the existing irrigation and replace landscaping which were affected by the storm drain work for a functional irrigation system as directed by the Engineer, shown on the plans, conforms to industry standards, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all removals, disposal of existing materials and replacement with new improvements. No additional compensation will be made. : : : : J eet pe 3 eet 10: Bid item shall include full
compensation for all labor, Eanipmeni and material fequired to romvlee all work necessary for excavating, coring, fitting, connecting and sealing proposed 8” PVC schedule 40 storm drain pipe, backfilling and cleanup in accordance with the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Bid item shall include all removals, disposal of existing materials and replacement with new improvements. No additional compensation will be made.
—END OF BID SCHEDULE for Base Bids
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS and not the alternative bid items. Alternative Bid Items are not required. Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted. -BEGIN ALTERNATE BID ITEM DESCRIPTION
ALTERNATE BID 1 - FENCING AND GATES
an: Bid item shall
include full compensation for all labor, equipment anal material to install 6’ tall mace and foundations per detail or approved equal as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
all perimeter fe : ae iscape ; Bid item shall
include full ornenentan for all labor, equipment and water to install 4! tal rence per detail or approved equal as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
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and install 16’ gate BE etail a andsce : Bid item shall include full compensation for all labor, equipment and material to install 16’ wide gate and foundations per detail or approved equal as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Gate shall properly open and close. No additional compensation will be made.
Bid Item 66 - Furnish and install 5’ gate, sheet 10 detail and landscape plan: Bid item shall include ful compensation for all labor, equipment and material to install 5’ wide gate and foundations per detail or approved equal as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Gate shall properly open and close. No additional compensation will be made.
END ALTERNATE BID ITEM DESCRIPTION
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BASE BID FOR IMPROVEMENTS and not the alternative bid items. Alternative Bid Items are not required. Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted. 43 08/26/2025
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CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration
of Contractors.
Contractor's License Number: 829293
Contractor's License Class: A
Expiration Date: 03/31/2027
(As described in the INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS, complete and sign the appropriate section for your company)
Name of Individual Contractor (Print or type}:
Signature of Contractor:
Business Address:
or
Name of Partnership or Joint Venture Firm:
Business Address:
Signature, printed name, title and address of members signing on behalf of the partnership:
Signature: Name: Title:
Address:
Signature: Name: Title:
Address:
or
Name of Corporation: MONTANO PIPELINE INC
Business Address: 231 4TH AVE, CHULA VISTA, CA 91910
Corporation organized under the laws of the State of _CA —_— yr i a a JOSE MONTANO - PRESIDENT
ei re of Officer of Corppration Printed Name and Title
eS ee Se . JOSE MONTANO - SECRETARY
ee of Officer of Corporation Printed Name and Title
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The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in
PROJECT REFERENCES
accordance with the terms of these Plans and Project Specifications.
List ALL contracts with public agencies entered within the past five (5) years of the most recent projects for which the Bidder has completed work of similar size and complexity to this project as the Genera! (or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects.
Project Public Agency Name, Project Name and Description of
No. Date Commeted Contact Person & Phone Work ora ae
1. 06/26/2025 SEN ae AS eNEL 11-426504 $6,910,314
858-688-1376 CONSTRUCT BIKE PATH
2. CALTRANS 11-411504 10/02/2023 MIYOKO NAKAJIMA VARIOUS HIGHWAY $5,910,099 858-688-1531 CONSTRUCTION
3. CALTRANS 11A3973
11/04/2024 XIAOQING JABER REPAIR SINKHOLES $1,443,069
858-401-2176 AND STORM DRAIN
REPAIRS
4,
CITY OF EL CAJON REPAIR STORM DRAIN
06/15/2025 AARON JONES VARIOUS HARDSCAPE ee
619-441-1732 REPAIRS
5. NAVFAC N6247324D38041
858-722-3618 PAVING PROJECTS
6. SAN DIEGO UNIFIED | WALKER ES PAVING
08/26/24 SCHOOL DISTRICT STORM RETENTION 70
DAVID PURTEE SYSTEM AND NEW ATUL
858-231-3062 PARKING LOT
7. Note: Attached pre-printed list to this page to list additional projects. 45 08/26/2025
C5
CONTRACTOR'S LIST OF SUBCONTRACTORS
PROJECT NAME: MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No. 8332) NAME OF BIDDER: MONTANO PIPELINE INC
Subcontractors listed must be properly licensed for the type of work they are to perform, and their license numbers must be indicated below. Do not list alternate subcontractors for the same work.
Bid Description of Dollar Value
Name under which License No. | Address of Office DBE 4 tem Subcontractor’s of Subcontractor ts licensed and Class Milt or Shop {Yes/No} No(s). _| Portion of Work Taras CRAFTERS FENCE INC | 815320 9510 PATHWAY ST 47 RAILING
C13 SUITE B NO 55 CABLERAIL | $22,270
SANTEE, CA 92071
CRAFTERS FENCE 9510 PATHWAY ST
me ea SUITE B NO 63-66 | FENCING $51,280
SANTEE, CA 92071 ADD
ALTERNATES
PACIFIC PERVIOUS 885856 18268 PINE CANYON RD
LAKE HUGHES, CA
CONCRETE
(Provide additional copies of this sheet if needed)
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https:/Awww.nrmca.org/certifications/pervious-certification-search/ 08/26/2025
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oH Outlook
Re: Michigan Ave Pervious Bid (NRMCA) Pervious Concrete Contractor Certifications From Sara atBeeson <[email protected]>
Date Thu 7/24/2025 12:35 PM
To Danie! Scheider <[email protected]>
Hello Daniet,
Listed below are the projects you have requested as well as the contact information for the companies. Please let me know if you need any additional information,
1. St. Johns Wellness & Family
Address: 813 W 58th St. Los Angeles, CA 90037
SF: 8,215
Company: TTS Engineering Inc.
Contact: Jeff Marcus
Phone: 714-585-5428
Email: jeff@ttsengineering,net
2. Santa Barbara Airport Rental Return Parking
Address: 500 James Fowler Rd, Santa Barbara, CA 93117
SF: 32,000
Company: Marcon Engineering
Contact: Maryory Contreraz
Phone: 760-737-8446 ex.10
Email: [email protected]
3. West Fresno Campus
Address: 601 E Church St. Fresno, CA 93706
SF: 169,746
Company: Harris Construction
Phone; 559-251-0301
08/26/2025
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NON-COLLUSION DECLARATION
MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No. 8332)
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
lam the _PRESIDENT of MONTANO PIPELINE INC , the party making the foregoing bid. (Title) (Company Name)
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. | declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
JULY 24, 2025 , at _ CHULA VISTA ,_CA ”
(Date) (City) (State)
s Seratu re -
JOSE MONTANO
Printed Name
PRESIDENT
Title
47 08/26/2025
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BID SECURITY FORM
MICHIGAN AVE PARKING LOT PROJECT (C.I.P. No. 8332)
(For Cash or Checks) See Bip Bow )
Note: This form is to be used when the Bidder chooses to submit cash or a check instead of a bid bond as bid security. Cash or a cashier's or certified check in the amount of not less than ten percent (10%) of the total Base Bid must accompany the bid.
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Vista (“Agency”) has issued an invitation for bids for the work described as follows:
Work Description.
WHEREAS
(Name, address, and telephone number of Bidder)
the undersigned bidder (“Bidder”), has submitted the accompanying bid to Agency for the work.
WHEREAS, bidders are required under the provisions of the Vista Municipal Code to furnish a form of bidder's security with their bid.
NOW, THEREFORE, the undersigned Bidder, is held and firmly bound unto Agency in the penal sum not less than ten percent (10%) of the total base bid amount, in lawful money of the United States of America in the form of *Cash, *a Certified Check, *a Cashier's Check (* Strike out the inapplicable words) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Bidder shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety (90) calendar days after the bid opening; or if the Bidder does not attempt to withdraw the bid when the requirements of Public Contract Code §5101 et seq. are not met; or if the Bidder is awarded a contract for the work by Agency and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten (10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void and the cash or check shall be returned to Bidder; otherwise, the proceeds of the cash or check shall become the property of the Agency and the Bidder shall have no further interest therein. [Text and signatures continued on page 2.]
48 08/26/2025
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MICHIGAN AVE PARKING LOT PROJECT (C.1.P. No. 8332)
In case suit is brought against the Bidder based on this obligation, Bidder further agrees to pay all court costs incurred by Agency in the suit and reasonabie attorneys’ fees in an amount fixed by the court.
IN WITNESS WHEREOF, this instrument has been duly executed by Bidder on the date set forth below, the name of each corporate officer being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated: JULY 24, 2025
Bidder Mf a
Z oe PIPELINE ZZ
LS JOSE eos SG
LZ JOSE MONTANO - SECRETARY
(Seal)
This form must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
49 08/26/2025
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
County of _San Diego )
On July 24, 2025 before me, __ Perla Yurisa Gomez Ramirez, Notary Public Date Here insert Name and Title of the Officer
personally appeared Jose Montano —
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
i certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph PERLA YURISA GOMEZ RAMIREZ is true and correct.
Notary Pubitc - California
San Diego County z WITNESS my hand and official seal.
Commission #2465884 ye re %
ay My Comm, Expires Oct 8, 2027 a f- Lbs. Z
Signature ih Cat Lew
Signature of ee canFRablc
/
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: __
Document Date: _ Number of Pages:
Signer(s) Other Than Named Above: = =
Capacity(ies) Claimed by Signer(s)
Signer’s Name: Signer’s Name:
—) Corporate Officer — Title(s): "| Corporate Officer — Title(s):
() Partner — Li Limited (General (1 Partner — €) Limited [ General C) Individual () Attorney in Fact | Individual C) Attorney in Fact CJ Trustee (} Guardian or Conservator C] Trustee _) Guardian or Conservator Cj Other: _ {| Other:
Signer Is Representing: Signer is Representing:
©2015 National Neer Association * www. v NationalNotary, org: 1- 300- US NOTARY (1- -800-876- 6827) ltem #5907 08/26/2025
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Line
Item Description Quantity
Unit of
Measure Unit Cost Total
1 Mobilization & Demobilization (5% maximum of Total Base Bid) 1 LS $30,000.00 $30,000.00
2 Project Information Sign 2 EA $1,400.00 $2,800.00
3 Public Notification per Supplementary General Provisions, Section 3-11.2 1 LS $500.00 $500.00 4 Storm Water Pollution Prevention and Erosion Control 1 LS $10,000.00 $10,000.00 5 Traffic Control and Construction Staging 1 LS $5,000.00 $5,000.00 6 Utility Potholing 1 LS $4,000.00 $4,000.00
7 Survey Monument Preservation 1 LS $8,000.00 $8,000.00 8 Unforeseen Field Conditions (stipulated amount) 1 EA $25,000.00 $25,000.00 9 Record Drawing (“As-Built”) Plans (stipulated amount) 1 EA $1,500.00 $1,500.00 10 Clearing and Grubbing 1 LS $10,000.00 $10,000.00
11 Remove, sawcut and dispose of existing sidewalk, driveway, C&G and AC 1 foot in front of ex C&G 1 LS $7,500.00 $7,500.00
12 Remove and dispose of existing (10) trees, stumps and vegetation 1 LS $14,000.00 $14,000.00 13 Remove existing striping and pavement markings by grinding or sandblasting in existing parking lot 1 LS $2,000.00 $2,000.00
14 Remove and dispose of ex. fence, conduit and miscellaneous items 1 LS $2,500.00 $2,500.00 15 Subgrade preparation, cut and fill 1 LS $80,000.00 $80,000.00 16 8” pipe PVC schedule 40 for area drains 54 LF $80.00 $4,320.00 17 2’X2’ Brooks box or approved equal for area drains 2 EA $3,500.00 $7,000.00 18 4” perforated pipe schedule 40 for pervious concrete underdrain system 345 LF $18.00 $6,210.00 19 4” solid walled pipe schedule 40 for pervious concrete underdrain system 123 LF $25.00 $3,075.00 20 4" perforated pipe schedule 40 for wall underdrain, detail 11 190 LF $40.00 $7,600.00 21 Concrete flume- 3' wide opening per plan and SDCDS GS-5.03 2 EA $2,200.00 $4,400.00 22 Sidewalk underdrain pipe per SDRSD No. D-27 6 LF $100.00 $600.00 23 Fonroche solar streetlight direct bury in concrete slurry, detail 12 2 EA $12,000.00 $24,000.00 24 6" aggregate base under AC pavement (95% compaction) 26 CY $300.00 $7,800.00 25 3" Asphalt concrete pavement (155lb/cf) 29 TN $425.00 $12,325.00 26 2” Grind and Overlay, 4' wide on Michigan Ave in front of new improvements 230 SF $25.00 $5,750.00 27 PCC 6” Type ‘G’ curb and gutter per SDRSD No. G-2 on 6" aggregate base on Michigan Ave 52 LF $170.00 $8,840.00
28 PCC 6” Type ‘G’ curb and gutter per SDRSD No. G-2 on 6" aggregate base with 6"x6" key per detail 4, parking lot (south curb line) 135 LF $115.00 $15,525.00 29 PCC 6” curb per SDRSD Nos. G-01 on 6" aggregate base at north & east parking lot curb face and driveway landscape islands 313 LF $45.00 $14,085.00 30 PCC cut off wall along both sides of ADA ramp and landings 53 LF $100.00 $5,300.00 31 PCC 0” curb (6" wide x 9" deep) on 6" aggregate base at pervious concrete boundary per detail 7. 281
LF $25.00 $7,025.00
32 PCC Type B Rollback Curb and Gutter SDRSD G-4A on 6" aggregate base 13 LF $230.00 $2,990.00 33 PCC Driveway Entrance per SDRSD Nos. G-14D, on 6" aggregate base - 25' wide with 2" tall depressed curb 180 SF $65.00 $11,700.00
34 PCC Sidewalk per SDRSD No. G-7 on 6" aggregate base 421 SF $32.00 $13,472.00 35 PCC 2' wide concrete ribbon gutter on 6” aggregate base per Detail 6 34 SF $85.00 $2,890.00 36 PCC Concrete Gravity wall for dispersion area per Detail 4 48 LF $250.00 $12,000.00 37 Pervious concrete 6" thick per detail 7 (approx. 6720 sq ft) 125 CY $900.00 $112,500.00 38 No.4 aggregate 1" thick per detail 7 under pervious concrete pavement section 21 CY $390.00 $8,190.00 39 1.5" washed aggregate 8" thick per detail 7 under pervious concrete 167 CY $175.00 $29,225.00 40 Non-woven geotextile fabric under pervious concrete per detail 7 6720 SF $.50 $3,360.00 41 Gravity wall & backfill similar to Keystone Standard III or approved equal. No geogrid 1 LS $40,000.00 $40,000.00 42 Stackable Keystone wall to hold back 2' slope or place boulders supplied by Public Works 10 LF $150.00 $1,500.00
43 PCC 0” curb on 6" aggregate base in dispersion area per detail 5 9 LF $100.00 $900.00 44 PCC 0” curb curb stabilizer, dowel/epoxy into ex curb on 6" aggregate base per detail 48 LF $100.00 $4,800.00 45 Construct dispersion area per detail 4, mulch or rock, amended soil 148 SF $24.00 $3,552.00 46 Sawcut existing curb for dispersion area per sheet 3, construction note 15 1 LS $600.00 $600.00 47 Handrail at ADA ramp per SDRSD M-24 and Detail 1, 2 & 3 46 LF $190.00 $8,740.00 48 Remove existing vault, adjust existing water meter and install traffic rated box, adjust to grade 1 EA $1,500.00 $1,500.00
49 Furnish and Install Signing, Striping, and Marking per plans. Remove, salvage, and relocate existing signage as noted on plans. 1 LS $4,000.00 $4,000.00 08/26/2025
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50 Pothole for existing irrigation in the existing south parking lot and connect to proposed irrigation per plan 1 LS $500.00 $500.00
51 Sawcut through the existing parking lot to install, pipes, sleeves, conduits and control wires 65 LF $90.00 $5,850.00
52 Sawcut through existing sidewalk to install, pipes, sleeves, conduits and control wires 8 LF $90.00 $720.00 53 Route irrigation to dispersion areas and islands in efficient way utilize sleeves under hardscape as need 1 LS $1,200.00 $1,200.00
54 Furnish and install all landscape and irrigation per plan 1 LS $22,000.00 $22,000.00 55 Furnish and install cable rail at top of wall per Caltrans B11-47, detail 10 170 LF $95.00 $16,150.00 56 90-Day landscape maintenance period
(Note: this maintenance period is not a part nor included in the Working Days) 1 LS $16,000.00 $16,000.00
57 Pothole for 8" PVC schedule 40 for connection from dispersion area to ex storm drain on Main Street. 1 LS $1,000.00 $1,000.00
58 Sawcut through existing parking lot and install 8” PVC pipe schedule 40 and inlet boxes for storm drain. Trench resurfacing per COV SRF-08A & B. Pipe slope 1%min and 3' deep to SD inlet on Main Street per sheet 10 169 LF $100.00 $16,900.00 59 In dispersion area install overflow pipe (1 typ.) per SDCDS GS-5.10. In parking lot install 2’x2’ Brooks inlet boxes on 6" aggregate base which are traffic rated in parking lot per plan and continue to storm drain inlet on sheet 10 1 LS $11,000.00 $11,000.00 60 Remove, Dispose & Replace sidewalk panels per SDRSD No. G-7 102 SF $25.00 $2,550.00 61 Alter and reconnect irrigation as needed. Replace and restore landscaping as needed 1 LS $5,000.00 $5,000.00 62 Core drill into existing storm drain on Main Street. 3' deep minimum and properly 1 EA $750.00 $750.00 Sub Total $698,194.00
63 Furnish and install perimeter fencing 6' tall, sheet 10 463 LF $102.00 $47,226.00 64 Furnish and install perimeter fencing 4' tall, sheet 10 75 LF $90.00 $6,750.00 65 Furnish and install 16' gate, sheet 10 16 LF $360.00 $5,760.00 66 Furnish and install 5' gate, sheet 10 5 LF $360.00 $1,800.00 Sub Total $61,536.00
Total: $759,730.00
08/26/2025
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