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Item 15 - Cabrillo Park Irrigation Renovation Project
Public Works Agency Parks, Recreation & Community Services www.santa-ana.org/pw Item # 15 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report April 5, 2022 TOPIC: Cabrillo Park Irrigation Renovation Project AGENDA TITLE Approve Appropriation Adjustment and Award a Construction Contract to Marina Landscape Inc. in the Amount of $469,000 for the Cabrillo Park Irrigation Renovation Project with an Estimated Project Delivery Cost of $587,000 (Project No. 21-2727) (Non - General Fund) RECOMMENDED ACTION 1. Approve an appropriation adjustment recognizing revenue received in Fiscal Year 21- 22 in the amount of $319,143 in the Residential Development District 2, District Park Acquisition & Development Fees revenue account and appropriating the same amount into the Residential Development District 2, Improvements Other Than Building expenditure account for FY 2021-22 capital operating expenses. (Requires five affirmative votes) 2. Award a construction contract to Marina Landscape Inc, the lowest responsible bidder, in accordance with the base bid in the amount of $469,000, for construction of the Cabrillo Park Irrigation Renovation, for the term beginning April 5, 2022 and ending upon project completion, and authorize the City Manager to execute the contract subject to non -substantive changes approved by the City Manager and the City Attorney. 3. Approve the Project Cost Analysis for a total estimated construction delivery cost of $587,000 which includes $469,000 for the construction contract, $71,000 for contract administration, inspection and testing, and a $47,000 project contingency for unanticipated or unforeseen work. 4. Approve an amendment to the Fiscal Year 2021-22 Capital Improvement Program for $319,143 in construction funds for the Cabrillo Park Irrigation Renovation Project. DISCUSSION The Cabrillo Park Irrigation Renovation Project involves replacing the outdated irrigation system at Cabrillo Park (Exhibit 1). The main irrigation line at Cabrillo Park was installed Cabrillo Park Irrigation Renovation Project April 5, 2022 Page 2 with transit piping. The transit pipe is difficult to repair when the main line breaks. In addition, the old system was not designed for zone coverage and the irrigation heads are spaced too far apart to provide adequate water coverage for the sports and passive turf areas. The new irrigation system is designed with zone coverage to adequately control watering in the ballfield and the passive areas. The entire system is designed with PVC piping and state-of-the-art controllers (Exhibit 2). The installation of this system will improve watering and maintenance of Cabrillo Park. Public Outreach and Contractor Participation To provide an opportunity for local vendors to submit bids, a Notice Inviting Bids was advertised in the Orange County Register newspaper on January 13 and January 20, 2022. The project was also advertised on PlanetBids, and bids were received electronically via PlanetBids on February 1, 2022. The City notified a total of 796 regional vendors via PlanetBids, 54 of which are Santa Ana based. Fifty-five vendors requested bidding documents. A total of 5 bids were received. However, no bids were received from Santa Ana contractors. Bid Results Summ RANK BIDDER'S NAME LOCATION BASE BID 1 Marina Landscape, Inc. Orange $469,000 2 Griffith Company Brea $474,950 3 Urban Habitat La Quinta $502,050 4 Diamond Construction & Design La Habra $574,060 5 Elegant Construction, Inc. Irvine $596,250 A total of five bids were received, and all were deemed responsive. Marina Landscape Inc. submitted the lowest responsive base bid in the amount of $469,000.00 (Exhibit 3). As specified in the bid documents, the lowest bid shall be determined on the basis of the Base Bid. Based on the bid analysis and a contractor's reference check, staff recommends awarding the construction contract to Marina Landscape Inc., in the amount of the base bid totaling $587,000.00 (Exhibit 4). Marina Landscape Inc. has not performed work in the City of Santa Ana in the last five years. Project Delivery To deliver a complete project, in addition to the construction contract, the estimated total project delivery cost includes construction administration, inspection, and testing, along with an allowance for contingencies to account for unexpected or unforeseen conditions. Construction administration and inspection includes the following: construction management; implementation of the City's Community Workforce Agreement Cabrillo Park Irrigation Renovation Project April 5, 2022 Page 3 requirements; inspection of the Contractor's work to ensure contract compliance, workmanship, and quality; and materials testing. As indicated in the Cost Analysis (Exhibit 5) and as summarized in the table below, the estimated total construction delivery cost of the project is $587,000. Project Item Total Construction Contract $469,000.00 Construction Administration, Inspection, Testing $71,000.00 Contingencies $47,000.00 TOTAL CONSTRUCTION DELIVERY COST $587,000.00 ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER- 2022-10 was filed for the project. FISCAL IMPACT As indicated in the Cost Analysis, the estimated total construction delivery cost of the project is $587,000, which includes construction, contract administration, inspection, testing, and an authorized contingency. Upon approval of the appropriation adjustment, $319,143 will be recognized from the FY 2021-22 District Park Acquisition & Development Fees revenue account (31213002-53300) and appropriate the same amount into the Residential Development District 2, Acquisition & Development, Improvements Other Than Building expenditure account (No. 31213260-66220) for FY 2021-22 capital operating expenses. Approval of the amendment to the FY 2021-22 Capital Improvement Program (Exhibit 6) will officially incorporate these funds in the amount of $319,143 to the program. The following table summarizes the funds budgeted and available for expenditure to deliver construction of this project. Fiscal Accounting Unit - Accounting Unit - Year Account No. Fund Description Account No. Amount Description Project Available Funds Residential Acquisition & 2021-22 31213260-66220 Development Development- $267,857 (21-2727) District 2 2) Improvements Other Than Building Appropriation Adjustment 2021-22 31213260-66220 Acquisition & Development Acquisition & $319,143 (21 2727) Fund District 2 Development- Cabrillo Park Irrigation Renovation Project April 5, 2022 Page 4 Improvements Other Than Building Total $587,000 EXHIBIT(S) 1. Location Map 2. Construction Plans 3. Bid Proposal 4. Construction Contract 5. Cost Analysis 6. FY 2021-22 Capital Improvement Program Sheet Submitted By: Nabil Saba, Executive Dir Public Works and Lisa Rudloff, Executive Dir Parks, Recreation and Community Services Approved By: Kristine Ridge, City Manager EXHIBIT 1 SANTA ANA i Project No. 21-2727: uajCabrillo Park Irrigation Renovation PUBLIC WORKS AGENCY VICINITY ff,�g,(NUT TO SCAL G0 ERAL NOTES 1. ALL NOW SHALL RE DONE IN ACCORDANCE WTH THE "STANDARD SPECEFICAMNS FOR PUEIUC WORKS CONSTRUCTION' AS WaTTEM AM PROMULGATED BY THE 2D12 EDITION Or SOUTHERN CALIFORNIA CHAMER OF THE A.PMW A- A.G-C-C, JOINT COOPERATIVE COMMITTEE HERflI PEFWED TO AS THE STANDARD SPECIFICATIONS AND THE CITY Or SANTA AM S aPLAIES a: SPECHICATONS (UNLESS SPECIMCALLY N07E➢ OTHEANI5E OR IN THE SPECIAL x THE SEARCH OF AAND HAL41 LOCATION RECORDS. NO UNDERGROUND TIR CERTIFICATION IS M�ADEOA To �A�RA�V OROR TTNORRO CHIPLANS XM ARE OBTAINED RE APPROVAL OF T7tl5 PLAN BY THE CITY OF SANTA A1A DOES M07 CONSTITUTE AN EMSTENCE OR NONEC$TENCE OF ANY UNDERGROUND UTl17Y 00 SUBSTRUCTURE WT1W THE LIMITS Or TITS PR0.iCT. IT SHALL BE THE RESPONSOUTY OF THE CONTRACTOR T6 VEPoFT THE LOCATION OF ALL E7049NG G11I1D UTIUV EIY OTHOUNG OR OTHER MEANS), THE CONTRACTOR SHALL MOTFY UHOQtOROUND SERVICE ►SENT 811) M8 HIXIRS BEF ANY EXCAVATION. 8. THESE CONSTRUCTION L I1� OF ALL H RO APE ELElEEl1VkM CREATED 75 Y YINEE➢ TO BE W FIEOGITIZED BASE INFORMATION AND SOME FIELD ADJUSTMENTS WAY NECESSARY. THE CONTRACTOR SHALL INCLUDE AS PART OF TIE SO. TIME AND LABOR FOR ANY MODFICAMONS NEC SSARY 10 IMPLEMENT TIE INTENT OF THE DRAWNGS_ TT 0cp SANTA kmA� FUHMC �M0RKO Q(a[EHCV PROJECT NO. 21-2727: CABRILLO PARK IRRIGATION RENOVATION LOCATION MAPS (NOT TO SCALE) 1 829 EAST FRUIT STREET SANTA ANA, CA 92705 All - America City I f SHEET INDEX SHEETULIpm - 5ESMP n ON SHEEY NAME I TITLE SHEET - 2 RE0QfVALtEM0UTION PLAN RAM A NOWAVIDEMIOU1104 PLAN RA02 < NRICATIGN PLAN LAM S IRRIGATION PLAN LAM 6 IRRIGATION LECE NO, M07M R CALOS LM 7 MOA710H DETAILS 1001 B IRRIGATION AND PLANTING DETAILS 1002 9 LANDSCAPE PLAN LAO1 10 LANDSCAPE PLAN LAM 11 EIECTITCAL LEAD SHEET ENOT 12 PARTIAL SITE ELECTRICAL PLAN EAG1 4; Und"round Service Alert of of S-o Ih OR CaG D TWO WORKING GAYS rx�w. K.balm BEFORE YOU MGCall m—y" ft --CWAF&Wo NOTICE TO CONTRACTION PURSDAANY V A_S5a Y BELL 406 NO EXQ414AIILIV PVWr !8 vALA7 Lpw.E55 T7s OLWTRACIZYR GMTACTS AND OBrAMMS A 010 ALERT TACT h HU MAFA: CALL 811 AT LEAST TMO OVIRION G DAYS PRW TO LY 'W(D ZM4 VA 7KMC APPROVALS: NABIL ° A, CIE, DECU'T%s DIRECTOR DATE PUBL]C NG . A[. NCY a1 L I --t -ZZ RIEER BUIC�(S AGENCY DATE L/ 01/03/2022 DOEPAS. RECflEATI�ONW� UMUNITY SERVICES AGENDATE CY PREPARED UNDER THE SUPERVISION OF: LLA NO.: SW 01/03M MCHAMAIEDOETIER, SENIOR LANDSCAPE ARCHITECTDALE PS-06826 SHEET 1 OF 12 DEMOLITION KEYNOTES: am VIX v V C I IX PALM TREES, TYP. (PROTECT -IN -PLACE) IX AREA �� EX ASPHALT^\ P LOOT G ` I CMU SCREEN WALLS TOREMAIN. TYP. (PROTECT -IN -PLACE) FRUIT ST o— IX IRRIGATION WATER YEIFR ,� r\ T IO EX. PALM TREES, TYP. 1 (PROTECT -IN -PLACE) I N EX (DO PARKING LOT I a p'I'a i �/E)X SIOEWALK� B \1E)L $IOEWAl1K� -- _ ---- p C)--E:=- -� O D TYR. TYP. E^�nP' -- \ _IX LAWN f ✓ AREA 0 1 1I O 1 III C�� TYP. F D TYP. O D O 1 N (-D N N T 7— T 7-- EX LAWN ^ — — V AREA - \ C TYP.I TYP. I \/EX LAWN o I TYP. EX. LAWN \ I 7 ARETYP. A TYP. II \ O TY,. I II I I I ii TYP. O TYP."TYP D TYP.J. \ V I LTYP. 1 y \ I I I I , nP.� E TYP. E O I AREA I I H EX FOI ' I I I� o 1 I II (PRoIED TYP. i(D >/--� — TYP. -TYP. r 1 I o TYP. EX I I I to F V u )TYP. I PLAYGROUND LAWN -0 AREA \ TYP.(N 1 SUE TYP. I J \ IX�LAwN� -TEX.YP. /\ I I L \ IX LAWN TYP. EXERCISE \I' / / / L IX' j ^` DDTYP. �•/ AREA RESTROON ` I O PMEIIENT -------------- MATCHLINE —SEE SHEET RA-0-2 IN II�TYP. 1 I, IX I BASKE7BAl1� T 1 I _NQTYP. LAIIIIN °- -� TYP. AREA MATCHLINE — SEE SHEET RA-0, OCR / Q REVISIONS REFERENCES PWOSCAP o n r q9 i Ncs - a U * *q�OF CAMP O E 91 RVISION NICHAEL LEDBETTER NUMBER DATE INITAIS DESCRIPTION APPROryED INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN NAVDYY SENIOR LANDSCAPE ARCHITECT DESIGNED: ML DRAWN: AT CHECKED: RENEWED MME ANDSRECOMMENDm FOR CONSTRUCTION: '..N GABRIEL T 66 STRUCTIO CCOMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 629 REMOVE EXISTING LANDSCAPE IN THESE AREAS. INCLUDES ALL EXISTING IRRIGATION SUCH AS LATERALS, MAINLINE, VALVES AND VALVE BOXES, QUICK COUPLERS, ETC AS WELL AS SHRUBS AND GROUNDCOVER, MULCH AND DEBRIS. PROTECT -IN -PLACE ALL EXISTING TREES IN PLACE. SEE IRRIGATION AND LANDSCAPE PLAN FOR MORE INFORMATION. - REMOVE AND DISPOSE EXISTING VACUUM BREAKER ASSEMBLY INCLUDING RISERS AND THRUSTBLOCKS IN THEIR ENTIRETY. - ABANDON IN PLACE ALL EXISTING IRRIGATION MAINLINE AND ALL ASSOCIATED MATERIALS. REMOVE AND DISPOSE ANY PIPING AS NEEDED THAT IS IN CONFLICT WITH NEW IRRIGATION SYSTEM LAYOUT, EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE - PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. ABANDON IN PLACE ALL EXISTING IRRIGATION LATERALS AND ALL ASSOCIATED - MATERIALS. REMOVE AND DISPOSE ANY PIPING AS NEEDED THAT IS IN CONFLICT NTH NEW IRRIGATION SYSTEM LAYOUT. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. REMOVE AND DISPOSE EXISTING IRRIGATION VALVES AND VALVE BOXES AND ALL - ASSOCIATED MATERIALS IN THEIR ENTIRETY. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WLL BE DETERMINED IN THE FIELD. - REMOVE AND DISPOSE EXISTING IRRIGATION SPRAYHEADS AND ALL ASSOCIATED MATERIALS IN THEIR ENTIRETY. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. - SAWCUT AND REMOVE EXISTING ASPHALT PARKING LOT AS NEEDED TO REMOVE AND REPLACE EXISTING TRANSITE IRRIGATION MAINLINE. PATCH AND REPAIR PARKING LOT, MATCHING LIKE FOR LIKE, PROVIDE RE -STRIPING WHERE NEEDED MATCHING LIKE FOR LIKE. - CUT AND CAP WATER LINES FEEDING RESTROOM BUILDING AND EXISTING DRINKING FOUNTAINS, TYPICAL. SEE IRRIGATION PLAN FOR MORE INFORMATION, RECONNECT TO NEW 4" MAINLINE LOOP AS SHOWN. - REMOVE AND DISPOSE EXISTING BENCH IN THIS APPROXIMATE LOCATION. REMOVE EXISTING INFIELD MIX AND RE-ESTABLISH EDGE OF LAWN. .:...:.:..... AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR INFIELD MIX MATCHING LIKE FOR LIKE, TYP. REMOVE EXISTING LAWN AND RE-ESTABLISH EDGE OF INFIELD. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR W/ NEW SOD MATCHING LIKE FOR LIKE, TYP. REMOVE EXISTING DRIP IRRIGATION IN THESE LANDSCAPE AREAS, INCLUDING DRIP VALVES AND BATTERY OPERATED CONTROLLER(S). RETURN DRIP VALVES AND CONTROLLERS TO CITY. PROTECT -IN -PLACE ALL EXISTING PLANT MATERIAL, SEE IRRIGATION PLAN FOR NEW SPRAY IRRIGATION TO BE INSTALLED IN THESE AREAS. 1 �^ TREE PROTECTION NOTES: I. ALL EXISTING TREES WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL, 2. ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE DRIPLINE(S) AND AVOID CONTACT WITH ANY PART OF THE EXISTING TREES THROUGHOUT THE PARK. 3.110 STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN THE DRIPLINES(S) OF EXISTING TREES THROUGHOUT THE PARK. I _ 4. ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY WITH COMPARABLE 48" BOX SPECIMEN. SHALL TRENCHING AND/OR DIGGING WITHIN THE DRIPLINE(S) OF EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH HAND TOOLS. PATCH AND REPAIR NOTES: q �IX LAWN AREA L ALL EXISTING LAWN AREAS WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.WHERE TRENCHING FOR IRRIGATION OCCURS, CONTRACTOR SHALL BE REQUIRED TO PATCH AND REPAIR LAWN. PROVIDE AND INSTALL GRASS SEED IN ALL PASSIVE PLAY LAWN AREAS OUTSIDE THE BASEBALL DIAMOND. PROVIDE AND INSTALL SOD IN ALL AREAS WITHIN THE BASEBALL DIAMOND'S FIELD OF PLAY, 3.ANY EXISTING LAWN AREAS DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE PATCHED AND REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY PER THE REQUIREMENTS OUTLINED ABOVE. I N SCALE: 1" = 20'-0" W 0 ID 20 40 60 S LITTLE RSIF IFD tTAL SII Underground Service Alert RA of Southern California -0 aL TWO WORKING DAYS Know WherabelDW. BEFORE YOU DIG CRII heforedig. W.DIgAII NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TW0 WORKING DAYS PRIOR TO COMMENCING EXCAVATION. REMOVAL/DEMOLITION PLAN CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. CITY OF SANTA ANA MATCHLINE — SEE SHEET RA-01 E. LAWN T I1�- TYP. `••� AREA IT Ct TIP./ o— — Ji_' I 1 jF'-,-I I� TYP. 0 --"T 0 I' TYR O II f O TYP. F11 TI — �I ITYP.�`j � I I 0 — — — 0 I \ IXLAWNA AREA / ` ``,/ `H' U )TYP. o-�- 1 I TYP. n P . I — — — — 1 — \ IX LAWN __ \/BASEBALL \ FIF1D MATCHLINE — SEE SHEET RA-01 —7--770777 o _ I\TIP. 11� IX J� o EX V AREA ' I\ ~ IX / BIRD D TYP. J ,JIJ I EXERCISE / / /v q \ ) 1 / TIP IDL \'PA1EIg1T \ �' AREA i 1I LAWN TYP. O IX DRINKIN FOUNTAIN / O C . P.-'�- (PROTECT N-PUCE) � D TTYP.YR.n LAWN % AREA \ �k aO \ �{. YR. E /— 0 O TYP.'-E - --- - �- 11 == o , QI /\\ I \ / WRIT \ /\ \ /\ /yL/` DIAMOND\ I `' DIAMOND \ I L TYP.�� TYP. F (INFIELD MIX) i (INFIELD MIX) , E%. LANK TYP. ..:'y!'.' V AREA i� �� I :.r:.• �:::�%.•. I � P. F TYP. E I TYP..::' ...':'i' ..... ..... r J� ......... .........% � 'v TYP. T P. IX LANKLL 0`J \ _'TYP. li ✓BASEBALL I BASEBAFIELD FIELD , TYP. F D TYP nP.(r y O II DEMOLITION KEYNOTES: REMOVE EXISTING LANDSCAPE IN THESE AREAS. INCLUDES ALL EXISTING IRRIGATION SUCH AS LATERALS, MAINLINE, VALVES AND VALVE BOXES, QUICK COUPLERS, ETC AS WELL AS SHRUBS AND GROUNDCOVER, MULCH AND DEBRIS. PROTECT -IN -PLACE ALL EXISTING TREES IN PLACE. SEE IRRIGATION AND LANDSCAPE PLAN FOR MORE INFORMATION. - REMOVE AND DISPOSE EXISTING VACUUM BREAKER ASSEMBLY INCLUDING RISERS AND THRUSTBLOCKS IN THEIR ENTIRETY, AS INBON IN PLACE ALL EXISTING IRRIGATION MAINLINE AND ALL ASSOCIATED - MATERIALS. REMOVE AND DISPOSE ANY PIPING AS NEEDED THAT IS IN CONFLICT WITH NEW IRRIGATION SYSTEM LAYOUT. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. ABANDON IN PLACE ALL EXISTING IRRIGATION LATERALS AND ALL ASSOCIATED - MATERIALS. REMOVE AND DISPOSE ANY PIPING AS NEEDED THAT IS IN CONFLICT WITH NEW IRRIGATION SYSTEM LAYOUT. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. REMOVE AND DISPOSE EXISTING IRRIGATION VALVES AND VALVE BOXES AND ALL - ASSOCIATED MATERIALS IN THEIR ENTIRETY. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. REMOVE AND DISPOSE EXISTING IRRIGATION SPRAYHEADS AND ALL ASSOCIATED - MATERIALS IN THEIR ENTIRETY. EXISTING LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AVAILABLE AS-BUILTS AT THE TIME THE DRAWINGS WERE PREPARED AND ARE FOR BIDDING PURPOSES ONLY, ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD. - SAWCUT AND REMOVE EXISTING ASPHALT PARKING LOT AS NEEDED TO REMOVE AND REPLACE EXISTING TRANSITS IRRIGATION MAINLINE. PATCH AND REPAIR PARKING LOT, MATCHING LIKE FOR LIKE, PROVIDE RE -STRIPING WHERE NEEDED MATCHING LIKE FOR LIKE. - CUT AND CAP WATER LINES FEEDING RESTRQOM BUILDING AND EXISTING DRINKING FOUNTAINS, TYPICAL. SEE IRRIGATION PLAN FOR MORE INFORMATION, RECONNECT TO NEW 4" MAINLINE LOOP AS SHOWN. - REMOVE AND DISPOSE EXISTING BENCH IN THIS APPROXIMATE LOCATION. REMOVE EXISTING INFIELD MIX AND RE-ESTABLISH EDGE OF LAWN. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR INFIELD MIX MATCHING LIKE FOR LIKE, TYP. REMOVE EXISTING LAWN AND RE-ESTABLISH EDGE OF INFIELD. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR W/ NEW SOD MATCHING LIKE FOR LIKE, TIP. REMOVE EXISTING DRIP IRRIGATION IN THESE LANDSCAPE AREAS, INCLUDING DRIP VALVES AND BATTERY OPERATED CONTROLLER(S). RETURN DRIP VALVES AND CONTROLLERS TO CITY. PROTECT -IN -PLACE ALL EXISTING PLANT MATERIAL, SEE IRRIGATION PLAN FOR NEW SPRAY IRRIGATION TO BE INSTALLED IN THESE AREAS. TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE DRIPLINE(S) AND AVOID CONTACT WITH ANY PART OF THE EXISTING TREES THROUGHOUT THE PARK. 3.NO STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN THE DRIPUNES(S) OF EXISTING TREES THROUGHOUT THE PARK. 4. ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY WITH COMPARABLE 48" BOX SPECIMEN. 5. ALL TRENCHING AND/OR DIGGING WITHIN THE DRIPLINE(S) OF EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH HAND TOOLS. PATCH AND REPAIR NOTES: �I 1. ALL EXISTING LAWN AREAS WITHIN THE PARK ARE TO BE TYP./�,�--q PROTECTED -IN -PLACE, TYPICAL. `-� 2.WHERE TRENCHING FOR IRRIGATION OCCURS, CONTRACTOR SHALL BE REQUIRED TO PATCH AND REPAIR LAWN. PROVIDE AND INSTALL GRASS SEED IN ALL PASSIVE PLAY LAWN AREAS OUTSIDE THE BASEBALL DIAMOND. PROVIDE AND INSTALL SOD IN ALL AREAS WITHIN THE BASEBALL DIAMOND'S FIELD OF PLAY. 3. ANY EXISTING LAWN AREAS DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE PATCHED AND REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY PER THE REQUIREMENTS OUTLINED ABOVE. TYP. ,,,,,, — _ �(U )TYP. I _0 )TYP. I / \ I / i/BASE AyLL� TIP. Y Y2' FIELD I `--// /Y IX LAWN ^ O / REID \ k-P TYP.O V�o OCR / Q REVISIONS REFERENCES PNOSCAP n r q9 i Ncs - a U * *q�OF CALTP O E RVISION SUPE NICHAEL LEDBETTER NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN NAVDW SENIOR LANDSCAPE ARCHITECT DESIGNED: NL DRAWN: AT CHECKED: REVIEWED MME ANDSRECOMMENDm FOR CONSTRUCTION: JASON G.RIEL � T CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 629 N SCALE: 1" = 20'-0" W E 0 10 20 40 60 S LITTLE RSIF IFD tTAL SU Underground Service Alert of Southern California ou TWO WORKING DAYS RA Know WberabeloW. BEFORE YOU DIG Call before you dig. DlgNertag NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TK'O KORKING DAYS PRIOR TO COMMENCING EXCAVA770N. REMOVAL/DEMOLITION PLAN CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. CITY OF SANTA ANA No FRUIT ST MAICHLINE SEE REVISIONS REFERENCES PHOSCAP O ErSUPERVISION p n r q9 DESCRIPTION APPROVED XX INSTALLED BENCHMARK NO.: XX-X-XX ELEV.: NNN.NN W MICHAEL LEDBETTER SENIOR LANDSCAPE ARCHITECT NAVDi Ncs U DESIGNED: NL DRAWN: AT CHECKED: U� a REVIEWED MME � T * ANDSRECOMMENDm * q�OF CAM P FOR CONSTRUCTION: CONSTRUCTION COMPLETED: JASON GABRIEL PRINCIPAL CIVIL ENGINEER RCE NO.: 629 IRRIGATION NOTES: 1. ALL LOCAL, MUNICIPAL AND STATE LAWS ARE HEREBY INCORPORATED INTO THESE PLANS AND SHALL BE CARRIED OUT BY THE CONTRACTOP,. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ANY AND ALL PERMITS REQUIRED TO PERFORM THEIR SCOPE OF WORK. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM UNDERGROUND UTILITY SURVEY AND VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE LIMIT OF WORK PRIOR TO COMMENCING ANY WORK. LOCATIONS OF EXISTING WERE NOT AVAILABLE AT THE TIME THESE DRAWINGS WERE PREPARED. NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE IN THE EVENT CONFLICTS ARE FOUND BETWEEN THE PROPOSED DESIGN AND CONDITIONS IN THE FIELD. 4. THE IRRIGATION DESIGN SHOWN HERE -IN IS DIAGRAMMATIC AND SHOWN FOR GRAPHIC CLARITY ONLY. ALL MAINLINE, SLEEVING, VALVES, ETC. SHALL BE INSTALLED WITHIN THE LIMIT OF WORK AND LOCATED IN LANDSCAPE AREAS WHERE EVER POSSIBLE. CONTRACTOR WILL BE EXPECTED TO MAKE ADJUSTMENTS IN THE FIELD TO AVOID CONFLICTS WITH PROPOSED PLANTING AND ARCHITECTURAL IMPROVEMENTS. 5. CONTRACTOR SHALL INSTALL ALL PIPE UNDER PAVED AREAS (HARDSCAPE, PARKING LOTS, ETC.) INSIDE SLEEVING AS SHOWN ON THE LEGEND AND SPECIFICATIONS. INSTALL PER DETAILS PROVIDED. AT A MINIMUM, SLEEVES ARE TO BE 2X THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVES SHALL EXTEND 6" MIN. PAST THE EDGE OF PAVED AREAS ABOVE. 6. IRRIGATION HEADS SHALL BE INSTALLED WITH THE NOZZLE, SCREEN, AND ARCS SHOWN ON THE LEGEND. CONTRACTOR IS EXPECTED TO PERFORM MINOR ADJUSTMENTS IN THE FIELD TO LIMIT THE AMOUNT OF OVER -SPRAY ONTO ANY HARDSCAPE ELEMENT. WHERE OCCURS, AND AT NO ADDITIONAL COST TO THE OWNER, CONTRACTOR IS HEREBY DIRECTED TO REPLACE NOZZLES, SCREENS, ETC. WITH MORE APPROPRIATE RADIUS EQUIPMENT TO BETTER FIT ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR SHALL ENSURE HEAD -TO -HEAD COVERAGE THROUGHOUT. 7. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE ELECTRICAL SERVICE AND STUB -OUT LOCATION WITH THE GENERAL CONTRACTOR AND MAKE THE FINAL CONNECTION TO THE AUTOMATIC CONTROLLER AS SHOWN ON THE PLANS. 8. CONTRACTOR SHALL SUBMIT SCALED SHOP DRAWINGS FOR PROPOSED MAINLINE ROUTING AND VALVE MANIFOLD LOCATIONS PRIOR TO COMMENCING ANY WORK. LAYOUT AND INSTALLATION OF IRRIGATION PIPING WITHOUT PRIOR APPROVAL WILL BE SUBJECT TO REMOVAL AND REINSTALLATION AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. 9. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL BE EXPECTED TO PROTECT -IN -PLACE ALL EXISTING LAWN AND SHRUB PLANTINGS THROUGHOUT THE PARK. ANY LANDSCAPE AREAS DISTURBED BY THIS WORK SHALL BE PATCHED AND REPAIRED AS NEEDED, MATCHING LIKE FOR LIKE. ** SEE IRRIGATION LEGEND, SHEET IL-01 FOR ALL REQUIRED PARTS AND MATERIALS AS DEPICTED HERE. ** TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE PARK ARE TO BE PROTECTED —IN —PLACE, TYPICAL. 2.ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE DRIPLINE(S) AND AVOID CONTACT WITH ANY PART OF THE EXISTING TREES THROUGHOUT THE PARK. 3.NO STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN THE DRIPLINES(S) OF EXISTING TREES THROUGHOUT THE PARK. 4. ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY WITH COMPARABLE 48" BOX SPECIMEN. 5.ALL TRENCHING AND/OR DIGGING WITHIN THE DRIPLINE(S) OF EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH HAND TOOLS. N SCALE: 1" = 20'-0" W E g 10 20 40 60 S K LITTLE RSIF IFD 1TAL %U K Underground Service Alert of Southern CaliforniaQA ou K TWO WORKING DAYS BEFORE YOU DIG Knowwhafs below. Call before you dig. what's .K NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVA7 7ON. IRRIGATION PLAN CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. CITY OF SANTA ANA MATCHL INE — SEE SHEET IA-01 MATCHLINE — SEE SHEET IA-01 -- ---- -----------— — — — — — —° — — --- _ IRRIGATION NOTES: `2 --- RE —CONNECT TO K—K l K K K K Y \ EX LAWN �•� K K 8 WATER LINE FEED INTO 2Yz• �./ AREA -\ ` 1Y4" 1. ALL LOCAL, MUNICIPAL AND STATE LAWS ARE HEREBY INCORPORATED 08 pg I pg 0 EXISTING RESTROOM ® 1•• \ INTO THESE PLANS AND SHALL BE CARRIED OUT BY THE CONTRACTOR. l R R R R YR R„q A A R 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ANY AND ALL \ EX. LAWN EX. EX \ 2Y2" R PERMITS REQUIRED TO PERFORM THEIR SCOPE OF WORK. y �/ AREA \ EXERCISE E BLUILLDDINGM K K 4— — — — — — — 41 I \ �. K K K �, � 3. T S THE CONTRACTOR'S RESPONSIBILITY TO PERFORM UNDERGROUND 3, �„ �1 K K B y„ 1Y2" UTILITY SURVEY AND VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES 1" 2" 1Ya' WITHIN THE LIMIT OF WORK PRIOR TO COMMENCING ANY WORK. . SIDEWALK 6 B K G LOCATIONS OF EXISTING WERE NOT AVAILABLE AT THE TIME THESE O K B Y2YY' DRAWINGS WERE PREPARED. NOTIFY THE CITY'S AUTHORIZED 0 B REPRESENTATIVE IN THE EVENT CONFLICTS ARE FOUND BETWEEN THE 0 0 0 - �715.2 1tYsPROPOSED DESIGN AND CONDITIONS IN THE FIELD. tY♦" �EX. CONCRETE R4' 4. THE IRRIGATION DESIGN SHOWN HERE —IN IS DIAGRAMMATIC AND SHOWN ty4" PAVEMENT R EAREA B 2 �" I FOR GRAPHIC CLARITY ONLY. ALL MAINLINE, SLEEVING, VALVES, ETC. Q O — _ _O 0 \ A A SHALL BE INSTALLED WITHIN THE LIMIT OF WORK AND LOCATED IN _ RE -CONNECT EX. � 59.4 16 LANDSCAPE AREAS WHERE EVER POSSIBLE. CONTRACTOR WILL BE /-� O I DRINKING FOUNTAIN K '�'4^/ A EXPECTED TO MAKE ADJUSTMENTS IN THE FIELD TO AVOID CONFLICTS In 0 (PROTECT -IN -PLACE) B 1Y" O 0 y � EX y WITH PROPOSED PLANTING AND ARCHITECTURAL IMPROVEMENTS. /4 I L 0 y• A 5. CONTRACTOR SHALL INSTALL ALL PIPE UNDER PAVED AREAS 0 t t" (HARDSCAPE, PARKING LOTS, ETC.) INSIDE SLEEVING AS SHOWN ON THE OLEGEND AND SPECIFICATIONS. INSTALL PER DETAILS PROVIDED. AT A 0 1' 0 tY♦" q B MINIMUMSLEEVES ARE TO BE 2X THE DIAMETER OF THE PIPE OR WIRE 0 y" AB EXBUNDLE CARRIED. SLEEVES SHALL EXTEND 6" MIN. PAST THE EDGE OF PAVED AREAS ABOVE. 8 1$ TENRIT 6. IRRIGATION HEADS SHALL BE INSTALLED WITH THE NOZZLE, SCREEN, AND 2" 0 EX y.t" ARCS SHOWN ON THE LEGEND. CONTRACTOR IS EXPECTED TO PERFORM 4, /� y" i" MINOR ADJUSTMENTS IN THE FIEO I a j� (IN Ar NMIX� -1% / A I OVER -SPRAY ONTO ANY HARDSCAPE ELEMENT. WHERE OCCURS, AND AT 0 2„ 1 O �0 B I NO ADDITIONAL COST TO THE OWNER, CONTRACTOR IS HEREBY DIRECTED TO REPLACE NOZZLES, SCREENS, ETC. WITH MORE APPROPRIATE RADIUS v �2.. Q 0 Y' Go �� Y� EQUIPMENT TO BETTER FIT ACTUAL FIELD CONDITIONS ENCOUNTERED. tY4" e CONTRACTOR SHALL ENSURE HEAD -TO -HEAD COVERAGE THROUGHOUT. 1Ya" 2., U1 I �EX• tY I 7. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE ELECTRICAL OO t" SERVICE AND STUB -OUT LOCATION WITH THE GENERAL CONTRACTOR AND 578 2y2" U R 14 49.0 I MAKE THE FINAL CONNECTION TO THE AUTOMATIC CONTROLLER AS SHOWN 0 ON THE PLANS. 0 64.6 15 0 1 z' 2)5- 0 1 � 15 42.7 _ C;►�7 8. CONTRACTOR SHALL SUBMIT SCALED SHOP DRAWINGS FOR PROPOSED 3 2' O tYa" 1 p" I MAINLINE ROUTING AND VALVE MANIFOLD LOCATIONS PRIOR TO COMMENCING ANY WORK. LAYOUT AND INSTALLATION OF IRRIGATION 1" �494 6 / EX. MANUAL CONTROL VALVES TO 1y, Y B B Y I B PIPING WITHOUT PRIOR APPROVAL WILL BE SUBJECT TO REMOVAL AND REMAIN. PROTECT -IN -PLACE REINSTALLATION AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. 1 /2" 0 / RECONNECT TO NEW MAINLINE. t)" 2)22 q" O 0 \ 0 08 \ � 08 12" — — — — — L � 9. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL BE EXPECTED TO \\ /i EX uNN PROTECT -IN -PLACE ALL EXISTING LAWN AND SHRUB PLANTINGS 0 q" \\ i�;` /// 1y,.• AREA I y" THROUGHOUT THE PARK. ANY LANDSCAPE AREAS DISTURBED BY THIS iYa" 1,J /3'i' A q WORK SHALL BE PATCHED AND REPAIRED AS NEEDED, MATCHING LIKE FOR LIKE. 1Yz" tY" A ' tYw EAREA 0 0 \X. LAWN\ B / 08 08 EX //i 08 0g y" O O TREE PROTECTION NOTES: 0 \ \ BASEBALL/� / // A I 1. ALL EXISTING TREES WITHIN THE PARK ARE TO BE 0 + /2" \ \\ DIAMOND \ / / I PROTECTED —IN —PLACE, TYPICAL. 0 �" / 1Y,. (INFIELD MIX) // / 1Y42ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE y 0 2 \ EX LAWN \� / // 2 A DRIPUNE(S) AND AVOID CONTACT WITH ANY PART OF THE _IBASEBALL \\\ / /pg EXISTING TREES THROUGHOUT THE PARK. 4" FIELD �� / i 3.NO STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN 08 VIX LANK I THE DRIPUNES(S) OF EXISTING TREES THROUGHOUT THE PARK. �'^ 08 ��� " BASEBALL \ 08 08 B B 4. ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS 0 '° _1 FIELD \ 2" WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO 0 0 3.. pg �6 08 08 B 2" THE CITY WITH COMPARABLE 48" BOX SPECIMEN. O 08 y" 08 08 5. ALL TRENCHING AND/OR DIGGING WITHIN THE DRIPUNE(S) OF 3" a4.� �- 3" EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH 08 2 08 08 HAND TOOLS. ,y2" Q t„ r4. v 8 83.6 1y4" 91.2 13 I ,• PATCH AND REPAIR NOTES: t72" 2„ 2" 2" 1. ALL EXISTING LAWN AREAS WITHIN THE PARK ARE TO BE Z 0 PROTECTED —IN —PLACE, TYPICAL. O 0 0 t �" t" t" j�• 2. WHERE TRENCHING FOR IRRIGATION OCCURS, CONTRACTOR SHALL 08 I 08 08 08 OB 08 OS 08 08 %> pg y y Og I OS BE REQUIRED TO PATCH AND REPAIR LAWN. PROVIDE AND F INSTALL GRASS SEED IN ALL PASSIVE PLAY LAWN AREAS OUTSIDE a THE BASEBALL DIAMOND. PROVIDE AND INSTALL SOD IN ALL > AREAS WITHIN THE BASEBALL DIAMOND'S FIELD OF PLAY. Q 1Yq' I \ I 1Y., 3.ANY EXISTING LAWN AREAS DAMAGED BY THE INSTALLATION OF Z THIS WORK ALL THE 2" �/BASEBA�� I CONTRACTOR HAT NOECOSPATCHED TO DTHE CITYREPAIRED THEYREQUIREMENTS W 2• FIELD OUTLINED ABOVE. 08 I I N F DB Y4" DB pB DB DB DB D8 DB pd BB I pg SCALE: 1" - 20'-0" Cal O I W E cc I I Y I 2Y" E�e"N\ I 0 10 20 40 60 Ex um 2�n2z 1Y" ASEBALL FIELD FIELD Y S a` ** SEE IRRIGATION LITTLE Q _ LEGEND, SHEET IL-01 08 „ �4' 4 y„ 1. I 08 OB OS 08 OB 08 08 OS 08 OS 08 FOR ALL REQUIRED DIVERSIFIED ARCHtTECTURA1_ CONSULTING J � 98.8199 98.8 10 11 83.6 91.2&2� I �; �" I 4•• �=—/ 3 � 3 3„ PARTS DEPICTED HERE. IS UndergfSoundSalifio ServiceAlerto m 8 > �L—_—_ _14TWOWORKING DIGS U Know what's 11@IOW. I CBII before you dig. "'" OigMxto g N y Y4 Y vz z° 3 NOTICE TO CONTRACTOR = 08 08 OB 08 OB 08 2 1Yt 1ya tY %a (v i 08 OB 08 08 08 08 z PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVA77ON PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS F A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO 08 N 17 NORKMG DAYS PRIOR TO COMMENCING EXCAVATION. Q FILE NO.;: PREPARED UNDER DATE — REVISIONS REFERENCES WOSCgp THE SUPERVSION IRRIGATION PLAN Z �`Lv 9 OF: zozz CABRILLO PARK IRRIGATION RENOVATION p n r 9 MICHAEL LEDBETTER NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN NAVDW i Ncs SENIOR LANDSCAPE ARCHITECT OCO DESIGNED: ML DRAWN: AT CHECKED: ML W REVIEWED FOR CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. LL ANDSRECOMMENDED ja7�s 4 Q .q� OF CALL FOR CONSTRUCTION: / T 01/2022 PUBLIC WORKS AGENCY p� CONSTRUCTION COMPLETED: JASON GABRIEL PRINCIPAL CIVIL ENGINEER RCE NO.: 82988 CITY OF SANTA ANA SHEET 5 OF 12 d MASTER IRRIGATION LEGEND GENERAL IRRIGATION NOTES: 1. ALL LOCAL, MUNICIPAL AND STATE LAWS ARE HEREBY INCORPORATED INTO THESE PLANS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI AND SHALL BE CARRIED OUT BY THE CONTRACTOR. ®©oO Hunter MP1000 PROS-06-PRS40-CV 18 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION TGLY 3. THE CONTRACTOR IS EXPECTED TO SECURE COPIES OF THE CURRENT ARCHITECTURAL AND Turf Rotator, 6" pop-up with check valve, ENGINEERING PLANS AND ANIMALIZE THEMSELVES WITH ALL ASPECTS OF THE PROJECT AS pressure regulated to 40 psi, MP Rotator nozzle RAIN BIRD 300-BPE-PRS-D ANGLE 31 IT RELATES TO THEIR SCOPE. on PRS40 body. M=Maroon adj are 90 to 210, 3" BRASS ELECTRIC REMOTE CONTROL VALVE, WITH ANGLE L=Light Blue 210 to 270 arc, O=Olive 360 arc. CONFIGURATION. WITH PRS-DIAL PRESSURE REGULATING 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ANY AND ALL PERMITS REQUIRED TO MODULE. PERFORM THEIR SCOPE OF WORK. S©® Hunter MP2000 PROS- 06-PRS40-CV 79 40 Turf Rotator, 6" pop-up with factory installed 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING check valve, pressure regulated to 40 psi, MP RAIN BIRD 33-DLRC 16 3 4" BRASS QUICK -COUPLING VALVE, WITH Ld / UTILITIES WITHIN THE LIMIT OF WORK PRIOR TO COMMENCING ANY WORK. LOCATIONS Rotator nozzle on PRS40 body. K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red GO STAINLESS STEEL SPRING, LOCKING SHOWN SHOWN ON THE PLANS ARE APPROXIMATE AND THE LANDSCAPE ARCHITECT MAKES NO 360 are. THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY GUARANTEES ABOUT THEIR ACTUAL LOCATIONS. NOTIFY THE CITY'S AUTHORIZED LUG, AND 2-PIECE BODY. REPRESENTATIVE IN THE EVENT DISCREPANCIES ARE FOUND BETWEEN THE PLANS AND B Y n PROS-p Hunter Mtor, 135 40 CONDITIONS IN THE FIELD. Turf Rotator, 6" pop-up with factory installed 6 with GRISWOLD ISOLATOR UNION 4 w 6. THE IRRIGATION DESIGN SHOWN HERE -IN IS DIAGRAMMATIC AND SHOWN FOR GRAPHIC check valve, pressure regulated to 40 psi, MP BRASS DWS VALVE WITH UNION BALL VALVE. INCLUDES PLUG IN BOSS. SIZES 1/2" THROUGH 3", SAME SIZE CLARITY ONLY. ALL MAINLINE, SLEEVING, VALVES, ETC. SHALL BE INSTALLED WITHIN THE Rotator nozzle on PRS40 body. B=Blue adj are 90-210, Y=Yellow adj arc 210-270, A=Gray 360 AS IRRIGATION LINE. 100 MESH STAINLESS STEEL STRAINER LIMIT OF WORK AND LOCATED IN LANDSCAPE AREAS WHERE EVER POSSIBLE. are. AND PACKING GLAND BALL VALVE ARE IDEAL FOR DIRTY CONTRACTOR WILL BE EXPECTED TO MAKE ADJUSTMENTS IN THE FIELD TO AVOID WATER APPLICATIONS. CONFLICTS WITH PROPOSED PLANTING AND ARCHITECTURAL IMPROVEMENTS. Hunter MP3500 PROS- 06-PRS40-CV 12 40 Turf Rotator, 6" Pop-up with factory installed }M`\ GRISWOLD 216ON 3" 1 ` 7. THE CONTRACTOR IS EXPECTED TO SUBMIT ANY QUESTIONS REGARDING THE PROPOSED check valve, pressure regulated to 40 psi, MP -! 3" SOLENOID, NORMALLY OPEN MASTER VALVE. CAST IRRIGATION DESIGN WHEN IT IS CLEAR THAT FIELD CONDITIONS DO NOT MATCH WHAT IS Rotator nozzle on PRS40 body. LB -light brown IRON AND BRONZE MATERIAL. NPT END CONNECTION. DEPICTED ON THE PLANS. SUBMIT QUESTIONS TO THE GENERAL CONTRACTOR AS adjustable arc, 90-210. OFFICIAL RFI'S REQUEST'S FORINFORMATIO . IN CASES WHERE THE CONTRACTOR ( � ZURN 375-BP 3" 1 WILLFULLY INSTALLS EQUIPMENT WITHOUT CLARIFYING INTENT OF THE DRAWINGS, THE m ® Hunter MP800SR PROS- O6-PRS40-CV 21 40 BF REDUCED PRESSURE BACKFLOW PREVENTER. ESIZES 2 WORK WILL BE SUBJECT TO CHANGE AT CONTRACTOR'S EXPENSE. eoo nano v Turf Rotator, 6" pop-up with check valve, 1/2", 3", 4", 6", 8", 10" pressure regulated to 40 psi, MP Rotator nozzle 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND on PRS40 body. ADJ=Orange and Gray ( are CALSENSE ET2000-32 1 SPECIFICATIONS. PROPOSED CHANGES BY THE CONTRACTOR SHALL BE SUBMITTED IN 90-210), 360=Lim e Green and Gray (arc 360) El32 STATION AUTOMATIC CONTROLLER WITH RADIO WRITING FOR REVIEW AND APPROVAL. ®�® COMMUNICATIONS PER CITY REQUIREMENTS. 9. FINAL LOCATIONS FOR THE POINT -OF -CONNECTION AND THE AUTOMATIC CONTROLLER Hunter MP815 PROS-06-PRS40-CV Turf Rotator, 6" pop-up with check valve, 7 40 Rain Bird FS-350-B 1 ES SHALL BE DETERMINED IN THE FIELD. STAKE LOCATIONS OF SAID EQUIPMENT FOR REVIEW pressure regulated to 40 psi, MP Rotator nozzle 3" and Higher Flow Sensor for use with Rain Bird AND APPROVAL BY THE CITY AND THE ARCHITECT PRIOR TO COMMENCING ANY WORK. on PRS40 body. M=Maroon and Gray adj arc 90 Maxicom, SiteControl, and ESP-LXD Central to 210, L=Light Blue and Gray 210 to 270 arc, Control Systems. Brass Model. Suggested 10. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL PROVIDE THREE ADDITIONAL PILOT WIRES O=Olive and Gray 360 arc. Operating Range of 12.0 GPM to 45,000 GPM. AND ONE COMMON WIRE TO END OF ANY MAINLINE RUN FOR POSSIBLE FUTURE EXPANSION. PROVIDE AND INSTALL AS A 1OFT COIL INSIDE A RECTANGULAR VALVE BOX.. SYMBOL MANUFACTURER/MODEL QTY PSI GPM RADIUS Strong Box SBBC-75SS OR APPROVED EQUAL 1 OR 11. CONTRACTOR SHALL INSTALL ALL PIPE UNDER PAVED AREAS (HARDSCAPE, PARKING LOTS, ® High profile, tube and construction smooth ETC.) INSIDE SLEEVING AS SHOWN ON THE LEGEND AND SPECIFICATIONS. INSTALL PER Hunter 1-25-06-SS-HS 71 40 3.80 37' touch surface, stainless steel backflow enclosure. DETAILS PROVIDED. AT A MINIMUM, SLEEVES ARE TO BE 2X THE DIAMETER OF THE PIPE 76.5"L, 39"H, 25.5"W (194.31cm L, 99.06cm H, OR WIRE BUNDLE CARRIED. SLEEVES SHALL EXTEND 6" MIN. PAST THE EDGE OF PAVED Hunter 1-25-06-SS-HS 3 40 6.10 40' 64.77cm W). AREAS ABOVE. Og Hunter I-40-06-SS-HS 102 40 7.60 41' Irrigation Lateral Line: PVC Schedule 40 UP TO 2" 12. IRRIGATI ON HEADS SHALL BE INSTALLED WITH THE NOZZLE, SCREEN, AND ARCS SHOWN Class 200 SDR 21 OVER 2" 13,027 I.f.ON THE LEGEND. CONTRACTOR IS EXPECTED TO PERFORM MINOR ADJUSTMENTS IN THE WITH SCH. 80 FITTINGS, TYPICAL. FIELD TO LIMIT THE AMOUNT OF OVER -SPRAY ONTO ANY HARDSCAPE ELEMENT. WHERE OCCURS, AND AT NO ADDITIONAL COST TO THE CITY, CONTRACTOR IS HEREBY DIRECTED _ _ Irrigation Mainline: PVC Class 315 SDR 13.5 3,024 I.f. TO REPLACE NOZZLES, SCREENS, ETC. WITH MORE APPROPRIATE RADIUS EQUIPMENT TO BETTER FIT ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR SHALL PROVIDE PRESSURE CALCULATION WITH LEEMCO RESTRAINT FITTINGS, TYPICAL. HEAD -TO -HEAD COVERAGE THROUGHOUT. ________ Pipe Sleeve: PVC Schedule 40 2X DIA. OF PIPE 209.1 I.f. P.O.C. NUMBER: 01 13. ALL IRRIGATION ROTOR AND ROTATORS WITHIN TURF AREAS SHALL BE (6") POP -UPS. Water Source Information: 14. THE CONTRACTOR IS EXPECTED TO ADJUST THE PRESSURE REGULATOR ON EACH RCV SO FLOW AVAILABLE Valve callout THAT THE HEAD FARTHEST AND HIGHEST IN ELEVATION OPERATES WITHIN THE OPERATING Water Meter Size: 3" Valve Number PRESSURE SHOWN ON THE IRRIGATION LEGEND. Flow Available: 225.00 gpm # # e Valve Flow 15, THE PROPOSED IRRIGATION DESIGN IS BASED ON A STATED STATIC WATER PRESSURE OF PRESSURE AVAILABLE 88 PSI PER THE CITY'S WATER DEPARTMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY Static Pressure at POC: 88.00 PSI # Valve Size TO VERIFY THE STATIC WATER PRESSURE AVAILABLE PRIOR TO COMMENCING ANY WORK. Elevation Change: 2;00 ft Service NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. Line Si" 3' Length of Service Line 20 If 16. WHERE IRRIGATION PIPE INDICATED ON THE PLANS IS NOT SIZED, THE CONTRACTOR SHALL Pressure Available: 87.00 psi INSTALL SAID PIPE AT AN APPROPRIATE SIZE NOT TO EXCEED 5FPS IN PVC PIPE AND DESIGN ANALYSIS 7PS IN COPPER PIPE. ANY SUCH CHANGES SUCH AS THESE SHALL BE MADE AT NO Maximum Station Flow: 98.80 gpm COST TO THE CITY. Flow Available at P C225.00 9P 17. THE CONTRACTOR WILL BE EXPECTED TO COORDINATE THE ELECTRICAL SERVICE AND Residual Flow Available: 126.20 gpm STUB -OUT LOCATION WITH THE GENERAL CONTRACTOR AND MAKE THE FINAL CONNECTION Critical Station: 27 TO THE AUTOMATIC CONTROLLER AS SHOWN ON THE PLANS. Design Pressure: 40.00 psi Friction Loss: 2.60 psi 18. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR Fittings Loss: 0.psi EXCEEDS THE RECOMMENDED PRESSURE OF THE SPCIFIED IRRIGATION DEVICES. Elevation Loss: 0.0026 psi Loss through Valve: 22.50 psi 19. CHECK VALVES OR ANTI -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE Pressure Reg. at Critical Station: 65.36 psi LOW POINT DRAINAGE COULD OCCUR. Loss for Fittings: 0.00 psi Loss for Main Line: 0.03 psi Loss for POO to Valve Elevation: 0.00 psi IRRIGATION SCHEDULE NOTES: Loss for Backflow: 11.00 psi Loss for Master Valve: 2.38 psi A. THE IRRIGATION SCHEDULES FOR PLANT ESTABLISHMENT AND ESTABLISHED Loss for Water Meter: 1.00 psi Critical Station Pressure at POC: . psi LANDSCAPE SHALL BE DETERMINED BY THE MAINTENANCE CONTRACTOR AND Pressure Table 8700 psi SHALL BE CHANGED ACCORDING TO THE MONTH OF THE YEAR. THEY ARE TO Residual Pressure Available: 7.23 BE USED IN CONJUNCTION WITH THE IRRIGATION SYSTEM'S SMART psi CONTROLLER TO ADJUST RUNTIMES BASED ON ACTUAL ETO DATA. CONTRACTOR IS EXPECTED TO MAKE ADJUSTMENTS AS NEEDED TO ACCOUNT FOR PLANT TYPES AND ON -SITE MICRO -CLIMATES. B. IRRIGATION RUN-TIMES SHALL BE ADJUSTED OR RUN AS REPEAT CYCLES TO ELIMINATE ANY WATER RUN-OFF OR PONDING OF IRRIGATION WATER IN LANDSCAPE AREAS OCR / QaF REVISIONS REFERENCES PHOSCAP r q9 i as - a U * CAI��P O E SUPERVISION MICHAEL LEDBETTER NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK XX-XXX-XX ELEV.: NNN.NN W NO.: NAVD SENIOR LANDSCAPE ARCHITECT DESIGNED: NL DRAWN: AT CHECKED: Y REVIEWED FOR CO AND FOR CONSTRUCTION: JASON GABRIEL CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 62961 LITTLE RSIIFD tTFAL II a Underground Service Alert of Southern California aL TWO WORKING DAYS -0 BEFORE YOU DIG Knowwhafs below. CRII heforeyou dig. www,DlgMertorg NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TW KORKING DAYS PRIOR TO COMMENCING EXCAVAT7ON. IRRIGATION LEGEND, NOTES, CALCULATIONS CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK - CORNER OF CABRILLO PARK DR. & FRUIT ST. CITY OF SANTA ANA 1 2 4 O7 FINISH GRADE IN TURF AREAS 1 2 3 Q JUMBO VALVE BOX - NDS OR APPROVED EQUAL. PROVIDE WITH NOTE: STAINLESS STEEL ANTI -THEFT LID BY Q FINISH GRADE IN TURF AREAS o ¢ TRENCHING SHALL BE KEPT TO A MINIMUM, SENTRY OR APPROVED EQUAL. BOX 3 13 9 TO BE PLACED AT RIGHT ANGLE TO D JUMBO VALVE BOX - NOS OR APPROVED TOTAL WIDTH TOTAL WIDTH AS NEEDED RUN LATERALS AND MAINLINE IN COMMON a Q EQUAL. PROVIDE WITH STAINLESS STEEL AS REQ'D. 4 o DAMAGE TO EXISTING LAWNCHES WHERE EVER SSIBLE A AREAS. LIMIT 41F HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. ANTI -THEFT LID BY SENTRY OR APPROVED a o / rm rrcrcrrr - z EQUAL. BOX TO BE PLACED AT RIGHT ANGLE Q MASTER CONTROL VALVE, SEE a TO HARDSCAPE EDGE. HEAT BRAND "RCV" B B B 5 LEGEND FOR SPECIFICATION, 4 AND CONTROL STATION H ONTO LID. INSTALL PER MANUFACTURER'S 14 RECOMMENDATIONS. 5 Q FINISH GRADE IN SHRUB AREAS a -- z g 04 24" WIRE LOOP o3 a Q PAVING a s 4 FINISH GRADE IN SHRUB AREAS Q VALVE ID TAG x x 2 7 U 4 Q SAND BACKFILL Q PVC MAINLINE TO FLOW SENSOR 8 © SCH. 80 PVC THREADED ELL 3.. w COMPACTED TO THE 4 5 07 CONTROL VALVE, SEE LEGEND FOR SPECS DENSITY OF EXISTING SOIL Q (4) BRICK SUPPORTS g Q SCH 80 PVC NIPPLES (TYP). LENGTH AS REQUII 4" 6 5 03 LATERAL LINE SEE 3 Q FINISH GRADE -PROVIDE NEAT AND CLEAN a LEGEND FOR SPECSIE EDGES THROUGHOUT ALL EXISTING AREAS. 0 3/4" ROCK, 2 CUBIC FEET 0 (4) BRICK SUPPORTS 4 m ? 6 5 FINISH GRADE SHALL BE COMPACTED ® IRRIGATION MAINLINE 4' 4"` 4Q UNDISTURBED SOIL SMOOTH AND LEVEL WITH NO HUMPS. 8 7 11 1 6 O FILTER FABRIC O 0 3/4" ROCK GRAVEL 2 CUBIC FEET 4 -gjjj� (DCONTROL WIRE SEE :q^ 4"i CLEAN COMPACTED BACKFILL Q 24" WIRE LOOP © LANDSCAPE FABRIC LEGEND FOR SPECS `. 4" 03 LATERAL LINE - SEE PLANS AND LEGEND ® LATERAL �1111©MAINLINE SLEEVE,Eff Q UNDISTURBED SOIL 1Q PVC MAINLINE FROM 777777 SEE LEGEND FOR NOTES: BACKFLOW 0 SCH. 80 PVC FEMALE ADAP. SPECSjig r Q CONTROL WIRES, SEE SPECS. a. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. BRASS NIPPLE, TYP. SCH. 80 UNION 6 MAINLINE -SEE PLANS AND LEGEND 11 PEDESTRIAN PAVEMENT A B OT EXISTING LAWN - PROTECT -IN -PLACE Q BRASS UNION NOTES: REPLACE ANY DAMAGED BY THIS WORK. a. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR 2" TO 12"SIZE 36" 18" PVC SLEEVES TO BE DIMENSION A B 1© VALVE ID TAGS PASTE. TWICE THE DIAMETER Q LAWN PATCHING - FOR ALL PASSIVE LAWN VEHICULAR PAVEMENT A B OF THE PIPE OR WIRE 12"TO 2-1/2"IN SIZE 24" 1W AREAS, CONTRACTOR SHALL APPLY GRASS 14 PVC SCH 80 FEMALE BUNDLE CARRIED. SEED PER SPECS. FOR ALL BASEBALL 2" TO 12"SIZE 42" 30" 3"IN SIZE 30" FIELD LAWN AREAS, CONTRACTOR SHALL INSTALL SOD PER SPECS. 4" AND LARGER 36" DMASTER VALVE N.T.S. Q FINISHED GRADE IN TURF AREAS Q 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "PB" ONTO LID. 30 24" WIRE EXPANSION LOOP (TYP). 40 FINISH GRADE IN SHRUB AREAS 0 WATER PROOF WIRE CONNECTORS © (4) BRICK SUPPORTS 07 PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) © LANDSCAPE FABRIC Q 3/4" ROCK, 1 CUBIC FT. PULL BOX H N.T.S. CREMOTE CONTROL VALVE N.T.S. NOTES: a. NO FITTINGS 10x PIPE O.D. UPSTREAM OF SENSOR, NO FITTINGS 5x PIPE O.D. DOWNSTREAM OF SENSOR. GFLOW SENSOR N.T.S. Q FINISH GRADE IN TURF AREAS Q JUMBO VALVE BOX - NOS OR APPROVED EQUAL. PROVIDE WITH STAINLESS STEEL ANTI -THEFT LID BY SENTRY OR APPROVED EQUAL. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. Q FLOW SENSOR, SEE LEGEND FOR SPECIFICATION, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® FINISH GRADE IN SHRUB AREAS Q PVC MAINLINE TO IRRIGATION SYSTEM © (4) BRICK SUPPORTS O7 3/4" ROCK, 2 CUBIC FEET ® FILTER FABRIC Q 24" WIRE LOOP Q PVC MAINLINE FROM MASTER VALVE 11 1" ELECTRICAL CONDUIT TO CONTROLLER BSLEEVING N.T.S. NOTES 1. BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. 2. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. 3. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. 4. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. 10 FINISH GRADE IN TURF AREAS Q JUMBO VALVE BOX - NOS OR APPROVED EQUAL. PROVIDE WITH STAINLESS STEEL ANTI -THEFT LID BY SENTRY OR APPROVED EQUAL. BOX BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "DV ONTO LID. Q3 BALL VALVE, SEE LEGEND FOR SPECIFICATION Q FINISH GRADE IN SHRUB AREAS 05 MAINLINE, DEPTH AS PER SPECS. © DUAL UNION CONNECTIDNS AS PART OF BALL VALVE, THREADED IF SPECIFIED IN LEGEND Q (4) BRICK SUPPORTS ® 3/4" ROCK, 2 CUBIC FT. 09 LANDSCAPE FABRIC ATRENCHING N.T.S. 10 FINISH GRADE IN TURF AREAS QPLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE NO BOLT, NUT, AND WASHER. HEAT BRAND "QV" ONTO LID. Q QUICK COUPLER VALVE, SEE LEGEND FOR SPECIFICATION, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. Q FINISH GRADE IN SHRUB AREAS Q STAINLESS STEEL CLAMP Q (4) BRICK SUPPORTS Q 3/4" ROCK, 1 CUBIC FEET Q FILTER FABRIC Q #036" REBAR STAKES (2 TOTAL) Q MAINLINE, SEE SPECS. 11 BRASS NIPPLE (LENGTH AS REQ'D) Q SCH. 80 TRIPLE SWING JOINT ASSEMBLY W/ DOUBLE 0—RING SEAL NOTES: a. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. b. ENSURE QCV KEY SWIVEL'S FREELY WHEN INSERTED INTO LUG TRACK. 0C BALL VALVE C QUICK COUPLER VALVE N.T.S. N.T.S. LITTLE RSIIFO trAL II Underground Service Alert of Southern California ou TWO WORKING DAYS BEFORE YOU DIG Knowwhafs below. Call heforeyou dig. www,DlgMertorg NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO KVRKING DAYS PRIOR TO COMMENCING EXCAVAT7ON. Q., V OC lJ REVISIONS REFERENCES HOSCAP 2� °" r 9a5 U �oF cnuR' THErSUPERNSION OF: NICHAEL LEDBETTER 01 2022 IRRIGATION DETAILS v—vl C A B R I LLO PARK IRRIGATION RENOVATION I CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX—XXX—XX ELEV.: NNN.NN NAVDW SENIOR LANDSCAPE ARCHITECT DESIGNED: NL DRAWN: AT CHECKED: ML REVIEWED TOR CONSTRUCTABILITY FOR CONSSTTRUCTIO: JASON GABRIEL ' / `---L� o1/zozz PUBLIC WORKS AGENCY 19 CITY OF SANTA ANA SHEET 7 OF 12 CONSTRUCTION COMPLETED: PRINCIPALCIVIL ENGINEER RCE NO.: 62968 O SHRUB PER PLAN — CENTER IN PIT, SET LEVEL TYF O2 ROOTBALL — SET 2" ABOVE FINISH GRADE O AMENDED BACKFILL PER SPECIFICATIONS O SCARIFY BOTTOM AND SIDES OF PLANTING PIT. TYPICAL. OFINISH GRADE O MULCH O NATIVE UNDISTURBED SOIL OWATERING BASIN OPLANT TABLETS — QUANTITY AND PLACEMENT PER SPECIFICATIONS. SHRUB PLANTING N.T.S. Q IRRIGATION MAINLINE INSTALLED 12" OFF HARDSCAPE EDGE Q HARDSCAPE EDGE O3 QUICK COUPLER VALVE ON SWING JOINT IN ROUND VALVE BOX ® SCH. 80 PVC TEE, SxSxS — LENGTH VARIES MAINLINE X MANIFOLD SIZE OS SCH 80 PVC UNION © BALL TYPE ISOLATION VALVE Q SCH. 80 PVC ELL, SxSxS QB LATERAL LINE TO SPRINKLERS Q REMOTE CONTROL VALVE 10 IRRIGATION SUB —MAINLINE, SIZE PER LARGEST VALVE 11 MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES NOTES: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PAST[ b. *** — VARIABLE DISTANCE TO MANIFOLD. FINAL LOCATION OF EACH MANIFOLD TO BE DETERMINED IN THE FIELD AND COORDINATED WITH EXISTING / PROPOSED LANDSCAPE. MANIFOLD SHALL BE SET BACK FROM THE EDGE OF PAVING AND PLACED IN PLANTING AT LEAST 24" HIGH, DISCREET AND OUT OF SIGHT. c. STAKE MANIFOLD LOCATIONS IN THE FIELD FOR REVIEW AND APPROVAL BY PARK DEPARTMENT PRIOR TO INSTALLATION. JVALVE MANIFOLD N.T.S. OVERALL PAD SIZE AND ENCLOSURE DIMENSION TO BE DETERMINED BY INSTALLING CONTRACTOR. SUBMIT SHOP DRAWING OF NEW P.O.C. AND BACKFLOW FOR REVIEW AND APPROVAL 17�BACKFLOW ASSEMBLY OCR / REVISIONS REFERENCES PHOSCAP r q9 2 Ncs — a U * OF CA, O RVISION E SUPE NICHAEL LEDBETTER NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX—XXNN X—XX ELEV.: N.NN NAVDW SENIOR LANDSCAPE ARCHITECT DESIGNED: NL DRAWN: AT CHECKED: Y CO REVIEWS TRU AND FOR CONSTRUCTION: JASON GABRIEL CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 62961 Q INSTALL SPRINKLER HEAD FLUSH WITH FINISH GRADE IN TURF AREAS 20 POP—UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION Q INSTALL SPRINKLER HEAD 1/2" ABOVE FINISH GRADE IN SHRUB AND GROUND COVERS AREAS 40 UNDISTURBED SOIL Q5 TRIPLE SWING JOINT ASSEMBLY © SCH 80 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE Q7 LATERAL LINE, SEE LEGEND AND DETAILS FOR TYPE AND DEPTH REQUIRED NOTES: 1. INSTALL SPRINKLER HEADS 8" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. 2. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. 3. ADJUST SPRAYS OR NOZZLE STREAM SO THERE IS NO OVERSPRAY ONTO ADJACENT HARDSCAPE AND/OR BUILDINGS. 4. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. POP—UP ROTOR N.T.S. 1O FINISH GRADE PER PLANS NOTES: a. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR O2 BACKFLOW PER LEGEND PASTE. POWDERCOAT GREEN, TYP. b. CONTRACTOR SHALL PROVIDE BACKFLOW CERTIFICATION. c. INSTALLATION SHALL CONFORM TO LOCAL CODES. Q 4" SUPPORTS, TYPICAL ® BRASS TXT ELL, LINE SIZE O5 PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS © FEMALE ADAPTER O 18"X18"X MONOLITHIC CONCRETE THRUST BLOCK, TYP. ® COPPER SXT ELL, LINE SIZE O TYPE 'K' COPPER PIPE FROM WATER METER, LENGTH PER PLAN 10 6" THICK CONCRETE W/ #4 12"O.C. EA. WAY SET 2" ABOVE GENNRALLDpIPPLEYEE. tt�1RREEEX"�TEETND 4" BEYOND 11 WSSSNLENGTH AS REQ'D. Q SENTRY HIGH SECURTY CAGE PER CONTRACTOR. SIZE AS REQ'D. SUBMIT CUT SHEET FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OF ANY EQUIPMENT. POWDERCOAT GREEN, TYPICAL. REFER TO CITY STANDARD FOR ADDITIONAL INFO. 1© COMPACT SUBGRADE 95% LITTLE RSIIED tTAL II (4) 3/8" DIA. KB—TZ SS 304, Underground Service Alert 2L EMBEDMENT. of Southern California ou INSTALSTALL PER ICC—ESR 1917 TWO WORKING DAYS QA TYP. EA. CORNER BEFORE YOU DIG Knowwhafs below. Call heforeyou dig. www,DlgMertorg NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVAT7ON. IRRIGATION AND PLANTING DETAILS LLE CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. CITY OF SANTA ANA m Q U O O EX. \ _ ASPHALT PARKING LOT SLENDER VELDTGRASSDuo 1 GAL. @ 3% O.(. FRUIT ST IRRIGATION CAI � EX. PALM TREES, TYP. O EX. PALM TREES, TYP. ) (PROTECT -IN -PLACE) O'ROTECT-IN-PLACE) O ^ I ^ I EX N/� \ _ I A 0 I v PAA G� 0 0T LOT LAIffiGPE .. O YALLSMTO'REMAIN, EX. CMU SCREEN WALLS TYP. TC REMAIN, TYP. (PROTECT -IN -PLACE) (PROTECT -IN -PLACE) smEW —MI 0014 ----------- O TYP, 1 L/ EX. LAWN ^ 7 AREA _ \ EX. CMU PLANTER WALLS / TO REMAIN, TYP. (PROTECT -IN -PLACE) O D o O jj � \ EX, LAWN^ C.) \__EX. 1 AR MATCHLINE SEE SHEET LA-02 �Ex LAWNA C AREA I O rJ w� O AGAVE ATTENUATTA L FOX TAIL AGAVE D i 5 GAL. SPACED AS SHOWN O (63 TOTAL THIS SHT.) O HIBISCUS SPPP. TO BE DETERMINED BY CITY 15 GAL. (5 TOTAL THIS SPIT.) O \ E)L LAWN _, AREA \ PLANTING NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR MORE INFORMATION REGARDING - SOIL PREP, FERTILIZING, BACKFILL, PLANT SELECTION, WARRANTY'S, ETC. 2, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIAL THAT IS FREE OF PESTS AND DISEASE. ANY PLANT MATERIAL FOUND AT THE SITE EXHIBITING SIGNS OF PESTS AND/OR DISEASE WILL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. 3. ONCE ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR SHALL BE REQUIRED TO HAVE SOIL SAMPLES TAKEN (3 MIN.) AND HAVE AGRICULTURAL SUITABILITY TESTS CONDUCTED. TESTS SHALL REVIEW SOIL FERTILITY AND MAKE RECOMMENDATIONS FOR SOIL PREPERATION PRIOT TO PLANTING. SUBMIT SOIL TEST RESULTS TO OWNER AND LANDSCAPE ARCHITECT FOR THEIR RECORDS. SUBMIT EVIDENCE THAT RECOMMENDATIONS PROVIDED IN SOILS REPORT HAVE BEEN FOLLOWED DURING CONSTRUCTION. 4. FINAL LOCATION OF ALL TREES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. SEE SHEET IL-01 FOR PLANTING DETAILS. 6. SEE SHEETS IA-01 AND IA-02 FOR IRRIGATION PLANS. ]. ALL SHRUB AREAS SHALL RECEIVE 3" DARK, HARDWOOD BARK MUCH. SHALL BE 'DECOBARK' AVAILABLE FROM EARTHWORKS SOIL AMENDMENTS OR APPROVED EQUAL. SUBMIT SAMPLE FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. NO SHREDDED MATERIAL WILL BE ACCEPTED. 8. WHERE ANY TREE IS LOCATED WITHIN SIX FEET OF ANY PAVING SURFACE IN ANY DIRECTION, CONTRACTOR SHALL INSTALL A ROOT BARRIER TEN FEET IN EACH DIRECTION FROM THE CENTER OF THE TREE, ALL SIDES OF THE TREE AS REQUIRED. ROOT BARRIER SHALL BE 24" PANELS BY DEEP ROOT CORP. OR APPROVED EQUAL., MODEL US-24-2, ASSEMBLE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OTHER TRADES AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS PER THE CONSTRUCTION SCHEDULE. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES, 2% MIN. 11. CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY PLANT MATERIAL WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS OR GRADE DIFFERENCES EXIST THAT WOULD MAKE THE PROPOSED DESIGN UNACHIEVABLE. NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY IF ANY SUCH CONDITIONS ARE DISCOVERED. FAILURE TO NOTIFY THE APPROPRIATE PARTIES COULD RESULT IN THE REJECTION, REMOVAL, AND REPLACEMENT OF FINISHED WORK AT NO COST TO THE OWNER. LANDSCAPE KEYNOTES: - NEW SHOVEL CUT LAWN EDGE, TYP. PROVIDE AND INSTALL NEW INFIELD MIX AND RE-ESTABLISH EDGE OF LAWN. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR INFIELD MIX MATCHING LIKE FOR LIKE, TYP. PROVIDE AND INSTALL NEW LAWN AND RE-ESTABLISH EDGE OF O ©. INFIELD. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR W/ NEW SOD MATCHING LIKE FOR LIKE, TYP. TREE PROTECTION NOTES, EX. LAWN ^ AREA - \ 1. ALL EXISTING TREES WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE DRIPLINE(S) AND AVOID CONTACT WITH ANY PART OF THE EXISTING TREES THROUGHOUT THE PARK. 3.N0 STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN THE DRIPLINES(S) OF EXISTING TREES THROUGHOUT THE PARK. 4. ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY WITH COMPARABLE 48" BOX SPECIMEN. SHALL TRENCHING AND/OR DIGGING WITHIN THE DRIPLINE(S) OF EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH HAND TOOLS. PATCH AND REPAIR NOTES, 1. ALL EXISTING LAWN AREAS WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.WHERE TRENCHING FOR IRRIGATION OCCURS, CONTRACTOR SHALL BE REQUIRED TO PATCH AND REPAIR LAWN. PROVIDE AND INSTALL GRASS SEED IN ALL PASSIVE PLAY LAWN AREAS OUTSIDE THE BASEBALL DIAMOND. PROVIDE AND INSTALL SOD IN ALL AREAS WITHIN THE BASEBALL DIAMOND'S FIELD OF PLAY. 3.ANY EXISTING LAWN AREAS DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE PATCHED AND REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY PER THE REQUIREMENTS OUTLINED ABOVE. N SCALE: 1" = 20'-0" W E 0 10 Zo 40 60 S LITTLE EX. LAWN i �./ AREA DIVERSIIF IEO ARCHITECTURAL CONSULTING Underground Service Alert o Of SmRhem CaFfomia — TWO WORKING DAYS Q BEFORE YOU DIG KnowWharebeloW, CRII before you dig. ,w..•M,DIgNertaq NOTICE TO CONTRACTOR — MATCHLINE - SEE SHE T LA 2 PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVA770N. FILE NO.: C Q.� OC li REVISIONS REFERENCES PHDSCAp io P' r N9(,5 U OF �L1 PREPARED UNDER THESUPERVISION NICHAEL LEDBETTER DATE � - LANDSCAPE PLAN C A B R I LLO PARK IRRIGATION RENOVATION � I CABRILLO PARK —CORNER OF CABRLLO PARK DR. &FRUIT ST. NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNMAN NAVDYY SENIOR LANDSCAPE ARCHITECT DESIGNED: NL DRAWN: AT CHECKED: NL RERREVIEWED FOR NA UCTABILITY FOR CONSSTTRUCTIO: JASON GABRIEL �, 2ozz PUBLIC WORKS AGENCY CITY OF SANTA ANA SHEET 9 OF 12 CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 62988 MATCHLINE - SEE SHEET LA-01 EIL EXERCISE YARD `-DL LAWN EXISTING SHRUB/GRASS PLANTINGS ° TO REMAIN, PROTECT —IN —PLACE RE —MULCH AS NEEDED AFTER INSTALL w OF NEW IRRIGATION. In �EX 0 C�_- LAWN j AREA 0 m� Q U I V ALAWN REA EX. LAWN A._ ALL \ FIELD r ,� EX. LAWN AREA —0--------- —EX 0 TE� PAHEIIXF \ \__EX. ^ AREA \ EX. DRINKING \ FOUNTAIN O if (PROTECT -IN -PLACE) EX BASEBALL DIAMOND ONFIEL➢ NIX) O EX BASEBALL DWQRDNCID MATCHLINE - SEE SHEET LA-01 --------- 07/7----- ® \ EX, LAWN 0 / if �/ AREA J 0 1 \ Ex. LAWN^ AREA A ( \ q 0 •'Y'::':: TYP. %r .:.J �• TYP, 2 ::Tyr.'•. . TYP. . .. .�.�.................._ W=G' EX. LAWN ASEBALL� FIELD I% \ Ex. LAWN— ASEHALL ` FIELD O 0 EX. LAVN FIELD EX. TENNIS COURT \ EX. LAVN \ / AREA \_.E%. LAWN AREA EX. LAWN^ ASEBALL FIELD \ V� / REVISIONS REFERENCES PHOSCAP o n r q9 i Ncs U * OF CAl1�P O E SUPERVISION MICHAEL LEDBETTER NUMBER DATE INITIALS DESCRIPTION APPROVID INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN NAVDYY SENIOR LANDSCAPE ARCHITECT DESIGNED: ML DRAWN: AT CHECKED: Y RCO EVIEWED TRU AND RECOMMENDED FOR CONSTRUCTION: JASON GABRIEL CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 6298E PLANTING NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR MORE INFORMATION REGARDING SOIL PREP, FERTILIZING, BACKFILL, PLANT SELECTION, WARRANTY'S, ETC. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIAL THAT IS FREE OF PESTS AND DISEASE. ANY PLANT MATERIAL FOUND AT THE SITE EXHIBITING SIGNS OF PESTS AND/OR DISEASE WILL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. 3. ONCE ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR SHALL BE REQUIRED TO HAVE SOIL SAMPLES TAKEN (3 MIN.) AND HAVE AGRICULTURAL SUITABILITY TESTS CONDUCTED. TESTS SHALL REVIEW SOIL FERTILITY AND MAKE RECOMMENDATIONS FOR SOIL PREPERATION PRIOT TO PLANTING, SUBMIT SOIL TEST RESULTS TO OWNER AND LANDSCAPE ARCHITECT FOR THEIR RECORDS. SUBMIT EVIDENCE THAT RECOMMENDATIONS PROVIDED IN SOILS REPORT HAVE BEEN FOLLOWED DURING CONSTRUCTION. 4. FINAL LOCATION OF ALL TREES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. SEE SHEET IL-01 FOR PLANTING DETAILS. 6. SEE SHEETS IA-01 AND IA-02 FOR IRRIGATION PLANS. 7. ALL SHRUB AREAS SHALL RECEIVE 3" DARK, HARDWOOD BARK MUCH. SHALL BE 'DECOBARK' AVAILABLE FROM EARTHWORKS SOIL AMENDMENTS OR APPROVED EQUAL. SUBMIT SAMPLE FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. NO SHREDDED MATERIAL WILL BE ACCEPTED. 8. WHERE ANY TREE IS LOCATED WITHIN SIX FEET OF ANY PAVING SURFACE IN ANY DIRECTION, CONTRACTOR SHALL INSTALL A ROOT BARRIER TEN FEET IN EACH DIRECTION FROM THE CENTER OF THE TREE, ALL SIDES OF THE TREE AS REQUIRED. ROOT BARRIER SHALL BE 24" PANELS BY DEEP ROOT CORP. OR APPROVED EQUAL., MODEL UB-24-2, ASSEMBLE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OTHER TRADES AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS PER THE CONSTRUCTION SCHEDULE. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES, 2% MIN. 11. CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY PLANT MATERIAL WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS OR GRADE DIFFERENCES EXIST THAT WOULD MAKE THE PROPOSED DESIGN UNACHIEVABLE. NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY IF ANY SUCH CONDITIONS ARE DISCOVERED. FAILURE TO NOTIFY THE APPROPRIATE PARTIES COULD RESULT IN THE REJECTION, REMOVAL, AND REPLACEMENT OF FINISHED WORK AT NO COST TO THE OWNER. LANDSCAPE KEYNOTES: - NEW SHOVEL CUT LAWN EDGE, TYP. PROVIDE AND INSTALL NEW INFIELD MIX AND RE-ESTABLISH EDGE OF LAWN. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR INFIELD MIX MATCHING LIKE FOR LIKE, TYP. PROVIDE AND INSTALL NEW LAWN AND RE-ESTABLISH EDGE OF INFIELD. AFTER NEW IRRIGATION IS IN PLACE, PATCH AND REPAIR W/ NEW SOD MATCHING LIKE FOR LIKE, TYP. TREE PROTECTION NOTES, 1. ALL EXISTING TREES WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.ALL HEAVY EQUIPMENT SHALL ONLY OPERATE OUTSIDE OF THE DRIPLINE(S) AND AVOID CONTACT WITH ANY PART OF THE EXISTING TREES THROUGHOUT THE PARK. 3.NO STOCKPILING OR SOIL COMPACTING SHALL BE ALLOWED WITHIN THE DRIPLINES(S) OF EXISTING TREES THROUGHOUT THE PARK. 4.ANY EXISTING TREE DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY WITH COMPARABLE 48" BOX SPECIMEN. 5. ALL TRENCHING AND/OR DIGGING WITHIN THE DRIPLINE(S) OF EXISTING TREES THROUGHOUT THE PARK SHALL BE DONE WITH HAND TOOLS. PATCH AND REPAIR NOTES, 1. ALL EXISTING LAWN AREAS WITHIN THE PARK ARE TO BE PROTECTED -IN -PLACE, TYPICAL. 2.WHERE TRENCHING FOR IRRIGATION OCCURS, CONTRACTOR SHALL BE REQUIRED TO PATCH AND REPAIR LAWN. PROVIDE AND INSTALL GRASS SEED IN ALL PASSIVE PLAY LAWN AREAS OUTSIDE THE BASEBALL DIAMOND. PROVIDE AND INSTALL SOD IN ALL AREAS WITHIN THE BASEBALL DIAMOND'S FIELD OF PLAY. 3. ANY EXISTING LAWN AREAS DAMAGED BY THE INSTALLATION OF THIS WORK SHALL BE PATCHED AND REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY PER THE REQUIREMENTS OUTLINED ABOVE. N SCALE: 1" = 20'-0" W E 0 10 20 40 60 S LITTLE RSIE IEOITAL SII QAUnderground Service Alert of Southern California -0 ou TWO WORKING DAYS BEFORE YOU DIG Knowwhat's below. CBI, heforeyou dig. www,DlgMertorg NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TIYO NORKING DAYS PRIOR TO COMMENCING EXCAVAT7ON. LANDSCAPE PLAN CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. PUBLIC WORKS AGENCY CITY OF SANTA ANA SHEET IO OF 1: ELECTRICAL SPECIFICATIONS ELECTRICAL GENERAL NOTES ABBREVIATIONS AND DESCRIPTIONS rr"ca ni 1. CONTRACTOR SHALL PERFORM ALL WORK AS TO CONFORM TO LOCAL, STATE AND NATIONAL CODES AND THE REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 2. CONTRACTOR TO EXAMINE THE SITE TO DETERMINE THE EXACT CONDITIONS AFFECTING THE ELECTRICAL WORK. 3. DRAWNGS INDICATE THE GENERAL SCHEME OF THE INSTALLATION AND ARE DIAGRAMMATIC IN SCOPE THE ENGINEER RESERVES THE RIGHT i0 CHANGE THE LOCATION OF OUTLETS, CONDUIT, EQ UIPMENT APPARATUS ETC. TO A REASONABLE EXTENT AS THE BUILDING CONDITIONS MAY DICTATE PRIOR TO THEIR INSTALLATION WITHOUT EXTRA COST TO THE OWNER. THE EXACT LOCATION AND ARRANGEMENT OF ALL EQUIPMENT AND PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES, 4. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS, LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, 5. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED. SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THIS CONTRACTOR, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR START-UP OF ALL SYSTEMS. 7. ALL WORK SHALL BE DONE WITH A MINIMUM OF DUST AND DIRT. PROVIDE SUFFICIENT FIREPROOF TARPAULINS AND COVER ALL EQUIPMENT IN WORK AREA WITH SAME DURING WORK OPERATIONS. 6. CONTRACTOR SHALL FURNISH SHOP DRAWINGS AND EQUIPMENT CUTS TO THE ARCHITECT FOR APPROVAL. 9. CONTRACTOR SHALL FILE. SECURE AND PAY FOR ANY NECESSARY APPROVALS, PERMITS AND INSPECTIONS. 10. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECT FOR ONE YEAR AFTER ACCEPTANCE OF WORK. 11. ALL WORK BE IN STRICT CONFORMANCE WITH THE LATEST VERSION OF THE STATE OF CALIFORNIA FIRE CODE, THE CALIFORNIA EIECIRIC CODE, THE CALIFORNIA GREEN CODE, AND THE CALIFORNIA BUILDING CODE. 12. CONTRACTOR TO COORDINATE TESTING WITH LOCAL OFFICIALS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AND MAKING SAFE ALL ELECTRICAL FACILITIES IN EXISTING STRUCTURE PRIOR TO DEMOLITION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING OF SYSTEMS AS REQUIRED BY LOCAL CODE, 15. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED THIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 16. PROVIDE AND MAINTAIN REQUIRED WORK SPACE, ACCESS TO WORK SPACE AND HEAD ROOM ABOUT ELECTRICAL EQUIPMENT PER TABLE 110.26(A)(1). CONDUCTORS I. UNLESS OTHERWISE NOTED, CONDUCTOR TYPES SHALL BE AS INDICATED BELOW: LOCATION CONDUCTORS BRANCH CIRCUITS AND FEEDERS IN CONDUIT THHN/THWN CONCEALED BRANCH CIRCUITS TYPE "AC' CABLE UNDERGROUND OUTDOORS RH W/THW/IHWN 2. ALL WIRE AND CABLE SHALL BE COPPER CONDUCTORS. CONDUCTORS gtOAWG AND SMALLER MAY BE SOLID CONDUCTORS LARGER THAN #1OAWG SHALL BE STRANDED. 3. CONDUCTORS 68AWG AND SMALLER MAY BE SPLICED USING NYLON SELF -INSULATED WIRE NUTS AS MANUFACTURED BY 3M " SCOTCHLOK", IDEAL "WIRE -NUT' OR APPROVED EQUAL. 4. EXCEPT WHERE EQUIPMENT, SUCH AS MOLDED CASE CIRCUIT BREAKERS, ARE SUPPLIED WITH FACTORY INSTALLED SET SCREW LUGS, ALL CONNECTIONS FOR CABLES 4/0 AND LARGER SHALL BE MADE USING NEMA 2 BOLT COMPRESSION LUGS. LUGS SHALL BE HYDRAULICALLY APPLIED USING MANUFACTURER'S TOOLING, DIES AND RECOMMENDED PROCEDURES. 5. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BRANCH CIRCUITS AND HOME RUNS SHALL BE #12AWG, QUANTITY AS NDICATED BY HASH MARKS. 6, ADJUST BRANCH CONDUCTOR SIZES AS REQUIRED FOR VOLTAGE DROP MAXIMUM BRANCH CIRCUIT LENGTHS SHALL BE AS FOLLOWSUNLESSOTHERWISE NOTED: ®Il�llla:a �II�II�I� THE ABOVE LENGTHS REPRESENT "ONE-WAY" CIRCUIT LENGTH (NOT WIRE LENGTH) AND INCLUDE ALL VERTICAL RISES AND DROP, . 7. CONDUCTOR INSULATIONS SHALL BE COLOR CODED AS FOLLOWS: -III WHERE CONDUCTORS ARE NOT AVAILABLE NTH COLOR CODED INSULATION, COLORED TAPES SHALL BE APPLIED TO THE ENTIRE EXPOSED LENGTH OF CABLES IN PULL BOXES, SWITCHBOARDS, EQUIPMENT, ETC, RACEWAYS 1, UNLESS OTHERWISE NOTED, RACEWAY TYPES SHALL BE AS INDICATED BELOW LOCATION WHERE CONDUCTORS ARE NOT AVAILABLE NTH COLOR CODED INSULATION, COLORED TAPES SHALL BE APPLIED TO THE ENTIRE EXPOSED LENGTH OF CABLES IN PULL BOXES, SWITCHBOARDS, EQUIPMENT, ETC, RACEWAYS 1, UNLESS OTHERWISE NOTED, RACEWAY TYPES SHALL BE AS INDICATED BELOW LOCATION RACEWAY OUTDOORS, ABOVE GRADE.. GALVANIZED RICH) STEEL (GRS) INDOOR FEEDERS AND SUB FEEDERS NOT EXPOSED TO PHYSICAL DAMAGE. ELECTRICAL METALLIC TUBING (EMT) INDOOR BRANCH CIRCUITS EXPOSED IN UTILITY AREAS. . ELECTRICAL METALLIC TUBING (EMT) UNDERGROUND... TYPE "DE", SCHEDULE 40 RIGID (PVC), NON METALLIC CONDUIT UNDERGROUND PENETRATION.. GALVANIZED RIGID STEEL (GRS) THROUGH GRADE 2. GALVANIZED RIGID STEEL CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI #CBOT AND UL S. INSTALLATI ON OF GALVANIZED RIGID STEEL CONDUIT SHALL BE IN STRICT CONFORMANCE WITH NEC ARTICLE #344. 3. EMT SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI fU80.3 AND UL 797. INSTALLATION OF ELECTRICAL METALLIC UBING SHALL B IN STRICT CONFORMANCE WITH NEC ARTICLE 1344, BENDING RADIUS SHALL NOT BE LESS THAN NEC TABLE 2, CHAPTER 9. SUPPORT SPACING SHALL NOT EXCEED 10'-0'. ALL EMT COUPLINGS AND CONNECTORS SHALL BE OF THE CONCRETE -TIGHT AND RAIN -TIGHT TYPE. SET SCREW CONNECTORS SHALL NOT BE USED. 4, EXCEPT FOR SURFACE METAL AND SURFACE NON-METALLIC, ALL RACEWAYS SHALL BE INSTALLED CONCEALED WITH THE EXCEPTION OF BOILER ROOMS, UTIUTY ROOMS, GARAGES AND OTHER AREAS SPECIFICALLY APPROVED BY THE ARCHITECT. 5. SEAL ALL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLIES WITH APPROVED MATERIALS PER SEC. 709.E AND 710, CDC. SITE SERVICES 1, ALL UNDERGROUND RACEWAYS, SHALL BE TYPE US, SCHEDULE 40 PVC, RIGID NON-METALLIC CONDUIT, AND MANUFACTURED BY CARTON OR APPROVED EQUAL AND SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE #352. 2. NON-METALLIC RIGID CONDUIT SHALL BE MANUFACTURED IN STRICT CONFORMANCE WITH UL #651 AND NEMA #TC-2. 3. FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE OF THE SOLVENT CEMENTED TYPE AND SHALL BE MANUFACTURED IN STRICT CONFORMANCE WITH UL 3514 AND NEMA ATC-3. SOLVENT CEMENT PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 4. WHEREVER POSSIBLE, RIGID NON-METALLIC CONDUIT ELBOWS, OFFSETS, ETC. SHALL BE MADE USING 30 DEGREE, 45 DEGREE AND 90 DEGREE FACTORY ELBOWS. WHERE FACTORY ELBOWS CANNOT BE ACCOMMODATED, FIELD BENDING SHALL USE HEATING BOXES, END PLUGS AND FORMING GUIDES AS RECOMMENDED BY THE MANUFACTURER. CARE SHALL BE EXERCISED TO ENSURE THAT THE INTERNAL DIAMETER OF CONDUITS IS NOT EFFECTIVELY REDUCED BY FIELD BENDING. 5, MINIMUM BENDING RADIUS FOR RIGID NON-METALLIC CONDUIT SHALL NOT BE LESS THAN PERMITTED BY NEC TABLE 2, CHAPTER 9, 6, ALL PENETRATIONS THROUGH MANHOLES, HANDHOLES, FOUNDATIONS, ETC. SHALL BE MADE USING HOT -DIPPED GALVANIZED, RIGID STEEL (GRS) CONDUIT. MAKE TRANSITION FROM RGID NON-METALLIC TO GRS AT 5'-0" FROM PENETRATION USING APPROVED TRANSITION COUPLING. PROVIDE 3" CONCRETE ENVELOPE AROUND TRANSITION COUPLING EXTENDING 3'-C" IN EITHER DIRECTION TO MINIMIZE SHEAR FORCES AT TRANSITION COUPLING. CIRCUIT BRE 1, EQUIPMENT INTERRUPTING RATINGS SHOWN ON SCHEDULES ARE BASED ON UL USTED FULL RATING FOR 65,000A AVAILABLE SHORT CIRCUIT CURRENT AT THE SERVICE. CONTRACTOR SHALL INCREASE INTERRUPTING RATINGS AS REQUIRED FOR FULLY RATED EQUIPMENT BoxES 1. BOXES FOR BRANCH CIRCUIT WIRING DEVICES AND BRANCH CIRCUIT SPLICES SHALL BE AS INDICATED BELOW: FLUSH WIRING DEVICES ON METAL STUDS RACO #172/173/174 (4" SQUARE) FLUSH WIRING DEVICES ON WQOD STUDS RACO #504/565 GANGABLE FLUSH WIRING DEVICES IN MASONRY WALLS RACO #690 N GANG) GANG BOXES RACO #951/953/953/954/955 SURFACE WIRING DEVICES (DRY AREAS) RACO #192 4" SQUARE) SURFACE WIRING DEVCES (WET ARES, 1 GANG) BELL 270-L/Z73-L F.S. TYPE) SURFACE WIRING DEVICES (WET AREAS, 2 GANG) BELL 276-4L/ 277-4L (ES. TYPE) THE ABOVE MODEL NUMBERS ARE TYPICAL OF THE PRODUCTS REQUIRED. CONTRACTOR SHALL ADJUST MODEL NUMBERS AS REQUIRED TO SUIT JOB CONDITIONS, WALL THICKNESS, DEVICE REQUIREMENTS, ETC, 2, PULL AND JUNCTION BOXES SHALL BE CODE GAUGE ENAMELED STEEL, NEMA "1" WITH SCREW FASTENED COVERS WHEN USED IN INDOOR, DRY AREAS STEEL GAUGE SHALL BE IN ACCORDANCE WITH NEC ARTICLE #314.40. 3. PULL AND JUNCTION BOXES UTILIZED IN INDOOR AREAS WHICH CONNECTIONS TO UNDERGROUND RACEWAYS, ETC.) SHALL BE GALVANIZED TYPE NEMA "1". 4. PULL AND JUNCTION BOXES FOR USE OUTDOORS SHALL BE GALVANIZED AND OF NEMA "3R" CONSTRUCTION. 5. ALL PULL BOXES FASTENED TO EXTERIOR BLOCKS OR MAS01 WALLS SHALL BE PROVIDED WITH 1 1/2" CHANNEL FRAMING SPACERS ORIENTED VERTICALLY AT REAR OF ENCLOSURE TO SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE '314.16-#31430. 7. PULLSOXES AND LARGER JUNCTION BOXES SHALL BE SIZED IN A CCORDANCE TH NEC ARTICLE #314.28. 8. MERE USE OF KNOCKOUTS IS DISCONTINUED BY CHANGES IN THE WORK, INSTALL PROPERLY SIZED KNOCKOUT SEALS BY THOMAS AND BETTS. RACOR, APPLETON OR EQUAL. caourl0wc 1. GROUNDING ELECTRODE CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH NEC TABLE #250.66 AND NEC ARTICLE #25D. 102(C). 2, GROUNDING OF ELECTRICAL EQUIPMENT AND ENCLOSURES DOWNSTREAM OF THE SERVICE DISCONNECT SHALL BE BY INSULATED GROUNDING CONDUCTOR. INCLUDE WITH ALL FEEDERS AND BRANCH CIRCUITS. 3. RECEPTACLE MOUNTING YOKE SHALL NOT BE USED FOR GROUNDING PURPOSES WITH RECESSED OUTLET BOXES PROVIDE INSULATED GROUNDING JUMPER FROM OUTLET BOXES TO RECEPTACLE GROUNDING TERMINAL. RATINGS AS SHOWN ON THE DRAWINGS. 2. ALL SWITCHES SHALL BE QUICK -MAKE. OUICK-BREAK OPERATION SUITABLE FOR USE IN THE LOCATION SHOWN, SWITCHES SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, WESTINGHOUSE OR EQUAL. 1. CONTRACTOR SHALL PERFORM ALL WORK AS NATIONALRM CODES ANCD LtH ET REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 2. CONTRACTOR TO EXAMINE THE SITE TO DETERMINE THE EXACT CONDITIONS AFFECTING THE ELECTRICAL WORK. 3. DRAWINGS INDICATE THE GENERAL SCHEME OF THE INSTALLATION AND ARE DIAGRAMMATIC IN SCOPE. THE ENGINEER RESERVES THE RIGHT TO CHANGE THE LOCATION OF OUTLETS, CONDUIT, EQUIPMENT APPARATUS, ETC. TO A REASONABLE EXTENT AS THE BUILDING CONDITIONS MAY DICTATE PRIOR TO THEIR INSTALLATION WITHOUT EXTRA COST TO THE OWNER. THE EXACT LOCATION AND ARRANGEMENT OF ALL EQUIPMENT AND PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES. 4. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS. LEFT IN GOOD WORKING ORDER, REAY FOR OPERATION. 5. SCRAP AND DEBRIS EXCEPT AS OTHERWISE SPECIFIED, SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THIS CONTRACTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR START-UP OF ALL SYSTEMS. 7. ALL WORK SHALL BE DONE WITH A MINIMUM OF DUST AND DIRT. PROVIDE SUFFICIENT FIREPROOF TARPAULINS AND COVER ALL EQUIPMENT IN WORK AREA WITH SAME DURING WORK OPERATIONS. 8, CONTRACTOR SHALL FURNISH SHOP DRAWINGS AND EQUIPMENT CUTS TO THE ARCHITECT FOR APPROVAL (MINIMUM (5) COPIES). X COORDINATE NEW SERVICE CONNECTIONS WITH LOCAL UTILITY COMPANY(S). 10. FOR TANY TOR SHALL PERMITSY AND INSPECTIONS. 11. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECT FOR ONE YEAR AFTER ACCEPTANCE OF WORK. 12. CONTRACTOR TO COORDINATE TESTING WITH LOCAL OFFICIALS. 13. ALL WORK BE IN STRICT CONFORMANCE WITH THE LATEST VERSION OF THE STATE OF CALIFORNIA FIRE CODE, THE CALIFORNIA CODE, AND CODE, CALIFORNIA BUILDINGECODE. 14. PRIOR TO TESTING, CONTRACTOR SHALL MAKE ALL SYSTEM ADJUSTMENTS REQUIRED FOR PROPER OPERATION. ADJUSTMENTS SHALL INCLUDE TRANSFORMER TAPS, CIRCUIT BREAKER MAGNETIC SETTINGS, GROUND FAULT RELAY TRIP SETTINGS. BALLAST TAP SETTINGS, ETC. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AND MAKING SAFE ALL ELECTRICAL FACILITIES IN EXISTING STRUCTURE PRIOR TO DEMOLITION. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING OF SYSTEMS AS REQUIRED BY LOCAL CODE. 17. ALL EQUIPMENT SHALL BE LISTED BY A CITY OF SANTA ANA RECOGNIZED ELECTRICAL TESTING LAB (IE U.L.) OR APPROVED BY THE DEPARTMENT. 18. COMPLY WITH CITY OF SANTA ANA AMENDMENTS TO 2019 CEC. 19. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. 20. SCREENING SHALL BE PROVIDED SO THAT MATERIALS STORED IN ANY OUTDOOR STORAGE AREA AND/OR EQUIPMENT AT GRADE OR ON THE ROOF ARE SCREENED FROM VIEW FROM ALL ADJACENT STREETS, PROPERTIES A E THE SAME HGRADEAND ALL 21. ALL UNDERGROUND RACEWAYS, SHALL BE INOEETALUCE CONDUIT AND RIGID BY CARTON OR APPROVED EQUAL AND SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE #352. 22. NON-METALLIC RIGID CONDUIT SHALL BE MANUFACTURED IN STRICT CONFORMANCE WITH UL #651 AND NEMA #TC-2. 23. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER. 24, FITTINGS FOR RIGID NON-METALLIC CONDUIT SHALL BE OF THE SOLVENT CEMENTED TYPE AND SHALL BE MANUFACTURED IN STRICT CONFORMANCE WITH UL 3514 AND NEMA #TC-3. SOLVENT CEMENT PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 25. CONDUITS ELBOWSB 0 STETS, ETC SHALLLIBE MADE USING 30 DEGREE, 45 DEGREE AND 90 DEGREE FACTORY ELBOWS. WHERE FACTORY ELBOWS CANNOT BE ACCOMMODATED, FIELD BENDING SHALL USE HEATING BOXES. END PLUGS AND FORMING GUIDES AS RECOMMENDED BY THE MANUFACTURER. CARE SHALL BE EXERCISED TO ENSURE THAT THE INTERNAL DIAMETER OF CONDUITS IS NOT EFFECTIVELY REDUCED BY FIELD BENDING. 26. MINIMUM BENDING RADIUS FOR RIGID NON-METALLIC CONDUIT SHALL NOT BE LESS THAN PERMITTED BY NEC TABLE 2, CHAPTER 9. 27. MINIMUM BURIAL DEPTH FOR UNDERGROUND RIGID NON-METALLIC RACEWAY SHALL BE 36" BELOW FINISHED GRADE. WHERE LESSER DEPTHS ARE REQUIRED DUE TO SUBSURFACE OBSTACLES, ENCASE RACEWAYS IN MINIMUM 3", 3000 PSI CONCRETE ENVELOPE. 28 HANDHOLES PENETRATIONS DATIOTHRNSGETC CAN SHALE BE MADE USING` HOT -DIPPED GALVANIZED RIGID STEEL (GRS) CONDUIT. MAKE TRANSITION FROM RIGID NON-METALLIC TO GRS AT 5'-0" FROM PENETRATION USING APPROVED TRANSITION COUPLING. PROVIDE 3" CONCRETE ENVELOPE AROUND TRANSITION COUPLING EXTENDING S-O" IN EITHER DIRECTION TO MINIMIZE SHEAR FORCES AT TRANSITION COUPLING. 29. RISERS AT UTILITY POLES SHALL CONSISTS OF GRS ELBOWSS) AND CONDUCT TO 10,-0 ' ABOVE FIN ISHE AND FOR ELECTRICAL SUPPLIES. SPARE ELECTRICAL DUCTS SHALL BE CAPPED AT 6" ABOVE FINISHED GRADE. 30. PROVIDE WEATHERPROOF (NEMA 3R1 JUNCTION BOXES, CONDUIT FITTING SS AND ENCLOSURES AT ALL EXTERIOR LOCATIONS AND ALL WET OR DAMP INTERIOR LOCATIONS. 31, ALL AMPACITIES ARE BASED UPON TABLE 31015lB116 OF THE 2019 CALIFORNIA ELECTTRRICCAL CODE, APPLICABLE CODES 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE A AMPERES AC ALTERNATING CURRENT AID AFC AMPERES INTERRUPTING CAPACITY AVAILABLE FAULT CURRENT AFF ABOVE FINISHED FLOOR AEG ABOVE FINISHED GRADE AF AMP FRAME/AMP FUSE AL ALUMINUM AS AT AMP SWITCH AMP TRIP ATE AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE CAN CABLE TELEVISION CCTV CLOSED CIRCUIT TELEVISION CB CIRCUIT BREAKER CO CONDUIT ONLY WITH NYLON PULLCORD CO AS CU COAXIAL CABLE COPPER CT CURRENT TRANSFORMER DC DIRECT CURRENT DIST DISTRIBUTION DB DISTRIBUTION SWITCHBOARD DWGS DRAWINGS OF EXHAUST FAN ELECT ELECTRICAL ELEV ELEVATION/ELEVATOR EM ER,EM EMERGENCY EMT ELECTRO-METALLIC TUBING EQUIP EXIST,EX EQUIPMENT EXISTING F DEGREES FAHRENHEIT FA FIRE ALARM FF FURNITURE FEED, FINISHED FLOOR G GROUND BUS OR WIRE GD GARBAGE DISPOSAL GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND H HORIZONTAL HP HORSEPOWER HOA HAND -OFF -AUTOMATIC HE HERTZ IS ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT J-BOX JUNCTION BOX KCM KILO -CIRCULAR -MIL KVA KILO-VOLTAMPERE KW KILO -WATT UPS POUNDS LV LOW VOLTAGE SCOPE OF WORK EXISTING IRRIGATION CONTROLLER WITHIN ELECTRICAL ROOM TO BE DISCONNECTED AND REMOVED AND A NEW PEDESTAL MOUNTED IRRIGATION CONTROLLER IN AND EXTERIOR PLANTER AREA TO BE INSTALLED. EXISTING CIRCUITRY SHALL BE REUSED FOR CONNECTION OF NEW CONTROLLER. MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MECH MOTOR CIRCUIT PROTECTION MECHANICAL MIN MINIMUM MILD MAIN LUGS ONLY MT D MTG MOUNTED MOUNTING N NEU RAL NO NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NTS NO NOT TO SCALE NORMALLY OPEN OF CI OWNER FURNISHED CONTRACTOR INSTALLE[ OFOI OWNER FURNISHED OWNER INSTALLED PB PULLBOX PC PHOTOCELL CONTROL PH PHASE PLBG PLUMBING PUT PVC PANEL POLYVINYL CHLORIDE PP POWER POLE PS POWER SENTRY EMERGENCY BATTERY UNIT STY QUANTITY RECEPT RECEPTACLE REF REFRIGERATOR RGS RIGID GALVANIZED STEEL RM ROOM SB STANDBY SD SMOKE DETECTOR SPEC SPECIFICATION SQFT SQUARE FEET OR SQUARE FOOT SWBD SWGR SWITCHBOARD SW TCHGEAR TEMP TEMPERATURE OR TEMPORARY TV TELEVISION TYP TYPICAL LOPS UNDERGROUND PULL SECTION UL UNDERWRITERS LABORATORIES LINO UNLESS NOTED OTHERWISE V VOLTS VA VOLTAMPERE VFD VARIABLE FREQUENCE DRIVE W/ WITH WP WEATHERPROOF WT WEIGHT X EXISTING XFMR TRANSFORMER I SYMBOLS LIST BRANCH CIRCUIT HOMERUN 1 3/4" CONDUIT MINIMUM - 1#2 HOT, 1#12 NEUTRAL AND 1#12 GROUND. TYPICAL UNLESS NOTED OTHERWISE. NEUTRAL BRANCH CIRCUIT WIRING WITH TICK MARKS GND HOT(S) ELECTRICAL PANELBOARD Sheet List Table Sheet Sheet Title Number EN01 ELECTRICAL LEAD SHEET EA01 PARTIAL SITE ELECTRICAL PLAN Underground Service Alert of Southern California le TWO WORKING DAYS BEFORE YOU DIG KDow Ibaf below. COlbefore you dig. w DigAI,u.orq NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4218 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. Robert J. Hatch, P.E. A LE1PRpFE55/p. ,p� J. y4r"�9 - LtNWC 1) ENCINEEWNC IHC - 16 f ...«�....,.- sTq� OF CALIF MR.12/31/23 FILE No.: REVISIONS REFERENCES THEHSUPERVISOH DATE ELECTRICAL LEAD SHEET EN01 CT^� NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN' NAVDYY OF: 10/2021 C A B R ILL O PARK IRRIGATION RENOVATION SENIOR LANDSCAPE ARCHITECT %_ JAMES BRECK DESIGNED: ML DRAWN: AT CHECKED: ME �J REVIEWED FOR CABRLLO PARK - CORNER OF CABRLLO PARK DR. & FRUIT ST. 4G CONSTRUCTABIUTY AND RECOMMENDED FOR CONSTRUCTION: PUBLIC WORKS AGENCY CONSTRUCTION COMPLETED: JASON GABRIEL XX/YYYY CITY OF SANTA ANA SHEET 11 OF 12 PRINCIPAL CIVIL ENGINEER RCE NO.: 62968 REVISIONS DESCRIPTION PARTIAL SITE ELECTRICAL PLAN 1/2" = 1'-0" REFERENCES THESUPEDRVISION OF: BENCHMARK NO.: XX—XXX—XX ELEV.: NNN.NN' NAVDYY I I ISENIOR LANDSCAPE ARCHITECT DATE 10/2021 JAMES BRECK DESIGNED: ME DRAWN: AT CHECKED: ML REVIEWED FOR ` CONSTRUCTABILITY `// J���jy AND RECOMMENDED FOR CONSTRUCTION: XX/YYYY .IASON GARRIFI PRINCIPAL CIVII FNr,INFFR RCF NO.: 67968 GENERAL NOTES 1. CONTRACTOR SHALL WALK SITE AND FIELD VERIFY ALL REQUIREMENTS FOR ROUTING OF CONDUITS PRIOR TO BID. 2. CONTRACTOR SHALL EXERCISE CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUITS, ETC. AND SHALL PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THESE DOCUMENTS ARE NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN, DETAILED OR INSTALLED BY THIS OR ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IF UNFORESEEN CONDITIONS ARE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 3. USE 3/4" CONDUIT (MINIMUM) AND #10 CONDUCTORS (MINIMUM) FOR ALL SITE WIRING WORK. 4. REFER TO CEC TABLE 300-5 FOR MINIMUM CONDUIT BURIAL 5. ALL WORK SHALL BE VERIFIED AT MANDATORY PRE —BID JOB WALK. PLAN NOTES o 1. EXISTING IRRIGATION CONTROLLER TO BE DISCONNECTED AND REMOVED. REMOVE BRANCH CIRCUIT WIRING BACK TO SOURCE. 2. NEW PEDESTAL IRRIGATION CONTROLLER. REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATION. 3. PROVIDE 3/4" — 2#12 & 1#12 GROUND FROM PANEL BOARD TO NEW IRRIGATION CONTROLLER. CONDUIT SHALL BE ROUTED DOWN WALL FROM PANEL TO EXISTING CORE THRU WALL, THRU WALL AND DOWN TO PLANTER AREA. CONTINUE UNDERGROUND TO NEW IRRIGATION CONTROLLER AS SHOWN. CONNECT TO EXISTING SPARE CIRCUIT REMAINING AFTER DEMOLITION OF EXISTING IRRIGATION CONTROLLER. Underground Service Alert � of Southern California_ TWO WORKING DAYS BEFORE YOU DIG Know what's below. C Cllbefore you dig. ww.olgAlert.orq NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATON PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. Robert J. Hatch, P.E. tyQFE55/ LE- e LENWC 1) j16 E INC INf E WNC I MC 'PT P EXP. TWI123 PARTIAL SITE ELECTRICAL PLAN I CABRILLO PARK IRRIGATION RENOVATION CABRILLO PARK — CORNER OF CABRILLO PARK DR. & FRUIT ST. PUBLIC WORKS AGENCY CITY OF SANTA ANA SHEET 12 OF 12 CITY OF SANTA ANA PROPOSAL ADDENDUM NO. ONE PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION BID PROPOSAL TO: CITY COUNCIL OF THE CITY OF SANTA ANA FROM: Marina Landscape, Inc. a e11I-a"�1�l0II11 The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule: Item Description Qty Unit Unit Price Amount 1 Site Demolition (existing irrigation, misc demo) 1 LS $ ! j G�. rD $ r 2 ElectricaUController/Conduit/wiring 1 LS $ lct� o'a'D• � $ t 4-j b�'D . c o 3 Construct AC Paving (T=6") * 300 SF $ $ 4 Construct Concrete Surface (T=6") * 1000 SF $ $ 5 Baseball Infield Mix * 1,000 SF $ $ 6 New Sod adjacent to Baseball Infield (Kikuyu * 1,500 SF $ $ grass) 7 Hibiscus, 15 Gal * 5 EA $ $ 8 Shrub, 1 Gal * 350 EA $ $ 9 Shrub, 5 Gal * 150 EA $ GAD $ 2 NI ' 01 10 3" Thick Layer of Mulch 2000 SF $ $ 2�M.I" 11 Project Advertisement Sign 1 EA $ L/ S $ / fQP 6 _P 12 Irrigation Complete System 1 LS $ ��/, Sib• $ aS /, CZ. 13 Landscaping and Irrigation Maintenance 1 LS $ I' $ Period (90 Calendar Days) ! 14 As -Built Plans 1 LS $ 3,000 $ 3,000 Page 4 of 12 P-1 of P-17 CITY OF SANTA ANA PROPOSAL ADDENDUM NO. ONE PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION Item Description Qty Unit Unit Price Amount 15 Construction Permit 1 LS $ 1000 $ 10,000 16 Furnish and Install Temporary 6' tall Chain Link Fence to Secure the Park l LS $ $ (include ate) It TOTAL BASE BID $ Lf-�� �I t6T - Ob The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add -alternate bid items (if any). * The quantity for this bid item is shown for bid comparison only. This bid item shall not be subject to the "25%" limit as stated in Section 3-2 of the Standard Specifications. The actual amount for this item will be dictated by the actual quantity used, and the Agency reserves the right to increase or decrease the quantity of this item accordingly. This bid item is considered a Specialty Item per Section 2-3.2 of the Standard Specifications. TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bid amount shown above, within sixty (60) working days after the commencement date stated in the Notice to Proceed plus ninety (90) calendar dam for landscaping and irrigation maintenance period. The liquidated damages amount, in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,500 per calendar day. Name of Firm Marina Andscape, Inc. Signature of BIDDER Hy JA/ Hue Ta Title Vice President of Estimatin (If an individual, so state. If a firm or co -partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) Page 5 of 12 P-2 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION BIDDER'S STATEMENT BIDDER understands and agrees that this Bid Proposal, Contract Documents and subsequent Construction Contract Agreement shall constitute the entire agreement between BIDDER and the AGENCY only after it has been accepted by the City Council, endorsed by the Clerk of the Council with her signature and official seal noting hereon the action of approval of the Council, signed by the Public Works Agency Executive Director or his/her duly authorized agent, and signed by the City Attorney, denoting his approval of the form of this document, and its execution, and when it or an exact copy of it has been either delivered to BIDDER or deposited with the United States Postal Service properly addressed to the BIDDER with the correct postage affixed thereto. BIDDER further agrees that upon delivery (as defined above) of the accepted agreement he/she will furnish AGENCY all required bonds and certificate of liability insurance within ten (10) business days or the funds, check, draft, or BIDDERS bond substituted in lieu thereof accompanying this proposal shall become the property of the AGENCY and shall be considered as payment of damages due to the delay and other causes suffered by AGENCY because of the failure to furnish the necessary bonds and because it is distinctly agreed that the proof of damages actually suffered is difficult to ascertain; otherwise said funds, check, drafts, or BIDDER'S bond substituted in lieu thereof shall be returned to the undersigned. BIDDER understands that a bid is required for the entire work, the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. The BIDDER also certifies that the bid is a balanced bid. In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct. Name of Firm MarirjntL�n�scape, Inc. Signature of BIDDER I My/Zy Hue Ta Title Vice President of Estimatin (If an individual, so state. If a firm or co -partnership. -state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) Marina Landscape, Inc. Robert E. Cowan - President, Secretary, CEO, Treasurer Ali Tavakoli - Vice President Ligia Keith - Chief Financial Officer Hue Ta - Vice President of Estimating P-3 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION CONTRACTOR'S LICENSING AND REGISTRATION STATEMENT The undersigned contractor, or corporate officer, declares under penalty of perjury that he/she and all his/her subcontractors are registered with the State of California Department of Industrial Relations (DIR), and that the following is true and correct. Contractor's Name: Marina Landscape, Inc. Business Address: 3707 W. Garden Grove Blvd, Orange, CA 92363 Business E-Mail Address: estimator@marinaco.com Telephone: 714-939-6600 State Contractor's License No. and Class: 492362 — A, B, C27, C29, C36, C61, D49, D59 License Expiration Date: 6/30/2022 State Dept. of Industrial Relations (DIR) Registration No.: State Dept. ndustrial Relations (DIR) Registratio irayon Date: Signed: Hue Ta Title: Vice President of Estimating 1000000079 6/30/2022 P-4 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION PREVAILING WAGE COMPLIANCE AND MONITORING STATEMENT Contractor is aware of the requirements of California Labor Code Section 1720, et seq., as well as California Code of Regulations, Title 8, Section 16,000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. Since the services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the services available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The undersigned certifies that the foregoing is true and correct. Name of Firm Marina lildscape, Inc. 10 Signature of BIDDER I V�, Hue Ta Title Vice PrKsident of Estimating (if an individual, so state) P-5 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION LIST OF SUB -CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount: • Streets, highways including bridge projects: V2% of the bid or $10,000, whichever is greater • Buildings, parks, or other projects: 1/2% of the bid Section 1725.5 of the Public Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR). BIDDER proposes to subcontract certain portions of the work to the firms listed below: Name. License #/Exp. DIR Reg. #/Exp. Location Phone Type Of Work Amount $ N vIV name C- t> N*-> License #/Exp. DIR Reg. #/Exp. 1t)0tr,)bj2 Location 7 Phone Type Of Work Amount $ & Name 6AL1 Fu, tIIA MffS& "M, Name License #/Exp License #/Exp. 71" DIR Reg. #/Exp. ILI, L% 11) 5 DIR Reg. #/Exp. License # 7 rl 9 a, C-1 2 License # Location ?u1f6zZC Location , Phone Z t_: Phone Type Of Work I Type Of Work Amount $ & I Amount $ 101- Name License #/Exp. DIR Reg. #/Exp. License # Location Phone Type Of Work Amo nt $ Sig at re f Bidder Hue Tt -Vice President of Estimating Name License #/Exp. DIR Reg. #/Exp. License # Location Phone Type Of Work Amount $ P-8 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION REFERENCES The following are the names, addresses, and telephone numbers for THREE public agencies .for which the BIDDER has performed similar work within the past three years. 1 • Los Angeles Conservation Corps - John Van de Kamm Center, 1400 N Sr)rina St, Los Angeles, CA 90012 Name and Address of Owner. Carlos O. Campero - (213) 749-3601 x312 Name and Telephone Number of person familiar with project. $875,884 Improvem- -eCILInts 3 acrlule park restoring habitat, 6/21/2021 I I Contract Amount Wadkil-IT3W o OK Date Completed 2. City of Downey - 11111 Brookshire Avenue. Downey, CA 90241 Name and Address of owner. Melanie Cazin - (714) 318-3923 Name and Telephone Number of person familiar with project. $7537784 Irrigation &Landscape Contract Amount Type of Work 3. City of Irvine - 1 Civic Center Plaza, Irvine, CA 92606 Name and Address of owner. Brian D . Brown: 949-724-6474 Name and Telephone Number of person familiar with project. $ 456.243 Irrigation & Landscape Contract Amount Type of Work 7/15/2020 Date Completed 9/30/2018 Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds. BERKLEY INSURANCE COMPANY 23046 Avenida de la Carlota, Suite 600, Laguna Hills, CA 92653 (949) 337-6733 Matt Coats P-9 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION ADDITIONAL REFERENCES The following are the names, addresses, and telephone numbers for THREE public agencies for which the BIDDER or Subcontractor has performed similar work in the past five years. 1. City of West Hollywood - 8300 Santa Monica Blvd, West Hollywood, CA 90069 Name and Address of Owner. Rafi Mouradian (818) 996-9666 x125 Name and Telephone Number of person familiar with project. $1,093,700 Irrigation & Landscape Contract Amount Type of Work 4/24/2020 Date Completed 2. LA Department of Parks and Recreation - 221 N Figueroa St, Los Angeles, CA 90012 Name and Address of owner. Nathan Stanley - (657) 276-3007 Name and Telephone Number of person familiar with project. $ 172743741 Irrigation & Landscape Contract Amount Type of Work 3. City of Tustin - 300 Centennial Way, Tustin, CA 92780 Name and Address of owner. Joann Wu. - (714) 573 - 3157 Name and Telephone Number of person familiar with project. Contract Amount Irrigation & Landscape Type of Work 9/11/2017 Date Completed Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds. BERKLEY INSURANCE COMPANY 23046 Avenida de la Carlota, Suite 600, Laguna Hills, CA 92653 P-10 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION NON-DISCRIMINATION CERTIFICATE The undersigned contractor or corporate officer, during the performance of this contract, certifies as follows: 1. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Contractor shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Contractor shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Contractor shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Contractor's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. P-12 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION 7. The Contractor shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, rital status, or sex of such persons, except as provided in Section 1420, and any contractor �ublic works violating this Section is subject to all the penalties imposed for a violation o Chapter. Signed: ]WWI Hue Ta Title: Vice Ph-esident of Estimating Firm: Marina Landscape, Inc. Date: 1/20/2022 P-13 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS The undersigned BIDDER is familiar with the requirements of Section 1777.5 of the State Labor Code regarding employment of apprentices, and understands that contractors on contracts exceeding $30,000 or 20 working days shall: 1. Apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. 2. Employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards. 3. Contribute to the fund or funds in each craft or trade in which he/she employs journeymen or apprentices on the public work, in the same amount or upon the same basis and in the same manner as tJLer contractors, except contractors not signatory to the trust agreement shall pay a like a the California Apprenticeship Council. Signed: I Hue Ta Title: Vice r4sident of Estimatin Firm: Marina Landscape, Inc. Date: 1 /20/2022 P-14 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION STATEMENT REGARDING "ANTI -KICKBACK" REQUIREMENTS The undersigned is submitting this proposal for performing by contract the work required by these bid documents, agrees to comply with the Copeland "Anti -Kickback" Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the struction or repair of public work, to give up any part of the compensation to which he/she is 11frevise entitled. Signed: I I Wyll-fol Hue Ta Title: Vice President of Estimating Firm: Marina Landscape, Inc. Date: 1 /20/2022 P-15 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In conformance with Public Contract Code Section 10162, the BIDDER shall complete, under penalty of perjury, the following questionnaire: Has the BIDDER, any officer of the BIDDER, or any employee of the BIDDER who has a proprietary interest in the BIDDER, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No x If the answer is yes, explain the circumstances in the following space. P-16 of P-17 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION STATEMENT REGARDING COMMUNITY WORKFORCE AGREEMENT (CWA) REQUIREMENTS This is to certify that the undersigned BIDDER, and subcontractors, have read and understood the CWA entered into by and between the City of Santa Ana, the Los Angeles/Orange Counties Building and Construction Trades Council, and the signatory Craft Councils and Local Unions, effective as of September 1, 2017. The CWA is available at: http://www.santa-ana.org/pwa/documents/CWA. pdf The undersigned BIDDER hereby agrees to comply with all terms and conditions of the CWA, and is capable of completing construction of the project continuously, and without interruptions or delays. If awarded any work covered by the CWA, BIDDER will also be required to sign the Letter of Assent that appears as Attachment A to the CWA. The undersigne BIDDER has reviewed the Public Works Construction Permit and required deposit describe �in f ection 2-2a and the Notice of Inviting Bids. Title: Vic'e President of Estimating Firm: Marina Landscape, Inc. Date: 1/20/2022 P-17 of P-17 Q6 MAItINAI 0 Still Growing . Marina Landscape, Inc. Resolution to Sign Contracts, Bid Documents and Bid Bonds Whereas, the Corporation requires an additional person as the Corporate Assistant Secretary for signing and executing the Contracts, Bid Documents, and Bid Bonds in the absence of the Secretary. Whereas, it would be desirous to have two (2) Assistant Secretaries available to sign Documents, or in the absence of the President/CEO/Secretary, be it: Resolved, that the CFO, Vice Presidents, and Assistant Secretaries of this Corporation be hereby authorized and empowered to sign Contracts, Bid Documents and Bid Bonds, in the name of and on behalf of this Corporation. Resolved, that Hue Ta is assigned the title of dice President of Estimating, and is authorized as such to sign Contracts, Bid Documents, and Bid Bonds. The undersigned hereby certifies that he is the duly elected and qualified Secretary and the custodian of the books and records and seal of Marina Landscape, Inc., a corporation duly formed pursuant to the laves of the state of California and that the foregoing is a true record of a resolution duly adapted at a special meeting of the Board of Directors and that said meeting was held in accordance with state law and the Bylaws of the above -named Corporation on March 1, 2019, and that said resolution is now in full force and effect without modification or rescission. In witness whereof, I have executed my name as Secretary and have hereunto affixed the corporate seal of the above -named Corporation this 1st day of March, 2019. Robert B. Cowan, Secretary Marina Landscape, Inc. MARINA LANDSCAPE, INC. 3707 W. Garden Grove Blvd. g, Grange. CA 92868-4803 p 714.939.6600 € 714.935.1199 vv marinaco.com ; License #492882, A, B, C27 C29 C30, D49. 059 CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION OWNERSHIP AFFIDAVIT STATE OF CALIFORNIA } COUNTY OF ORANGE ) SS: CITY OF SANTA ANA ) Hue Ta being duly sworn, deposes and says: ❑ INDIVIDUAL That he/she is the party making the foregoing proposal: ❑ PARTNERSHIP That he/she is a member of the co -partnership firm designated as: and who has been and is duly vested with the authority to make and execute instruments for the co -partnership by: who constitute the other members of the co -partnership. X❑ CORPORATION That he 'S fivi: arina Landscape, Inc. a corporation which is malting the foregoing proposal: ❑ JOINT VENTURE That he is of: one of the parties making the foregoing proposal as ajoint venture. and the he/she has been and is duiy vested with the authority to execute instruments for an on behalf of the parties making said hid who are: that uch a bid is genuine and not collusive or sham, and has not in any manner sought by collusion to s e any advantage against the City of Santa Ana or any person interested in the proposed cont or imself or any other person. Sian e of bidder Subscribed and sworn to before me this 20th day of January 20 22 Signature of officer Administering Oath (Notary Public) P-b of P-17 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 Ora nge On January 31, 2022 before me, Date personally appeared Linh Tran, Public Notary Here Insert Name and Title of the Officer Hue Ta Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons whose name(O is/pro subscribed to the within instrument and acknowledged to me that he/z4eA+re7 executed the same in hisA4erM7efiauthorized capacityW, and that by his/he s) on the instrument the personal or the entity upon behalf of which the personD } acted, executed the instrument. *my LINHTiiA.N Notary Public - California Orange CountyCommission # 2375146 Comm. Expires Mar 20, 2024 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragr p is true and correct. �, / WITNESS my hand and official seal. Signature Signature of 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: u Corporate Officer — Title(s): ❑ Partner — ❑ Limited 0 General ❑ Individual —1 Attorney in Fact ❑ Trustee C Guardian or Conservator 7 Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — E Limited ❑ General ❑ Individual 1 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02015 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CITY OF SANTA ANA PROPOSAL, PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION KNOW ALL PRESENT that, Manna LandscaR2, Inc. M-0 as BIDDER, and Berkley insurance Company as SURETY, are held and fmnly bound unto the CITY OF SANTA ANA, ans AGENCY, in the penal sum of "TeV, %yerk :R Dollars10.�/o g )AA), which iI s ten percent (100/0) of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, fimnly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is rw accepted and a contract is awarded and entered into by BIDDER in the manner and time specined, then this obligation shall be null and void, otherwise it shall remain in full force and effect favor favot of AGENCY. q- IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, an -- 17th _day of January - - -- 1 2022 . 49 S ubscri bed and sworn to before me Signature: Notary Public in and for the County of Provide BIDDER/ SURFTY name, address, and telephone number and the name, title address, and telephone number of auihnri-7ptl re irAva" #2t;* F V Vol P-7 of P-17 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 Orange 011%e% On January, 24, 20zz Date personally appeared before me, Linh Tran, Public Notary Here Insert Name and Title of the Officer Hue Ta Name(s) of Signer(s) I I J who proved to me on the basis of satisfactory evidence to be the persons whose name A is/pms subscribed to the within instrument and acknowledged to me that he/sAeAtrc7 executed the same in - skjls) hisA; NY"vWauthorized capacity,, and that by his/14e0hei, .. natm ukti on the instrument the person*, or the entity upon behalf of which the person* acted, executed the instrument. LINH TRAN F.. 'I. Notary Public - California Orange County iii Commission 9 2325146 2024 My comm. Expires I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing pa�Vph is true and correct. WITNESS my hand and official sea]. Signature Signature of Notary 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: Signer(s) Other Than Named Above: Capacilty(ies) Claimed by Signer(s) Signer's Name: 0 Corporate Officer — Title(s): El Partner — , '-Limited General Individual El Attorney in Fact F7 Trustee U, Guardian or Conservator 0 Other: Signer Is Representing: Number of Pages: Signer's Name: 7 Corporate Officer — Title(s): 0 Partner — 0 Limited 01 General D Individual 0 Attorney in Fact 0 Trustee D Guardian or Conservator L.1 Other: Signer Is Representing: 011 0 yr P, 0 02015 National Notary Association * www.NationalNotary.org - 1-800-US NOTARY (1 -800-876-6827) Item #5907 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 Ora ' nge On AN 2022 Date personally appeared before me, Summer L. Reyes, Notary Public Here Insert Name and Title of the Officer Matthew J. Coats 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. , SUMMER L. REYES NOWY Public - California Orange County ommission # 2339686 My Comm. Expires Dec 8, 2024 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (/, hL/Lvf/,)/ Signatue of Notary Public 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: , Number of Pages: Signer(s) Other Than Named Above: CapacityCies) Claimed by Signer(s) Signer's Name: n Corporate Officer — Title(s): n Partner — 71 Limited El General F1 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: Signer Is Representing'. Document Date: Signer's Name: [-. Corporate Officer — Title(s): Partner — 'D Limited Ej General El Individual El Attorney in Fact F Trustee Lj Guardian or Conservator [I Other: Signer Is Representing* RZ X. 11 1 Ka @2014 National Notary Association - www.NationalNotary.org - 1-800-US NOTARY (1-800-876-6827) ltem#5907 No. B1-7987d POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMrNGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERIe...LEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Linda D. Coals; Alaffheiv J. Coats; or Ryan Biaterfas of Coats Siirety Insurance Services, Inc. of Lagayra Hills, CA its true and lawful Attorney -in -Pact, to sign its name as surety only as delineated below and to execute, sea], acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officei -s of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following C) resolutions which were duly and validly adopted at a meeting. of the Board of Directors of the Company held on January 25, 2010: ell RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein 7 to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further A RESOLVED, that such power of attorney limits the acts -of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specificallymined ed therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact narned; and further RESOLVED that the signature of any authorized officer and the seat of the Company may be affixed b facsin-file to any $ y power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed, The Company play continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have instruments shall be issued. ceased to be such at the time when such instrut I T- IN W1"f1JNT1 .-*.SS kNqIERE-OF 11 the Coll has caused ttitse presents to be silted and attestcd by JiLs appropriate officer's- vild its Rxed this 14'Nay of Attest: Bcrkl Insuranca Company By By Im-s. Lederman je af,ncr Executive Vice President & Secretary e i ce 'resident WAJO IN Gr)ijs y*owj!,'R IN'VALID IF NOT PRTNTE, D ON)RLtT. "13EIU�LEY" SECURITY P &PER. STATE OF CONN ECTI C-11T) JI- COUNTY OF FATIRFTET.D Sivoni to before mic.-, n NoUiry Public in the State of Connecticut, this 194Nday of QC;��k by Ina S. LWurimmi and Jeftre), M. Hafter who are sworn to me to be thc ENCcutive Vice President 4KPecre 4ity, -and !tM Senioi Vice Pre, ident. ju MA Al A C At INDRAKEW respectively, of 9- erkley insurance Company. NO CARY 71(flit IC (:ONNECTICUT MY COMMISSION EXPMES APHIL 30, 2024 tact y Public, Stat e of Connect imit CET�TFFI.CATF, Assistant Secrtuiry of BE UKLE-Y WSURA ICE COMPANY, DO 1*_'.I�EBY C'EltTff-Y that the forenoinn iA a J# the undersigned, true, cormat and complete copy of the original flo�veT of Attorney; that said Powel- of Attorney not been, revokt�d or rtscin6�d and that (1hu -miffioTily of the Atiorney-iji-Fact set forth therciTl, AAip exp-citted the boad or undcilakhig (0 NVI'liCh Lhitz Power L)f Attorney is rnttarhM, is in fi)(I force, and effi�o as of this diite, 4 2o Gilvuii under iTiy 1jacd and seal of the CompanyLhithisOwn d a y of Cs I Vb1ceni ICJ Forte CITY OF SANTA ANA PROPOSAL PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that 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, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: T bove Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned Ath�i�aking a false certification may subject the certifier to criminal prosecution. Signed State of C, County of Subscribed and sworn to (or affirmed) before me on this day of , 20^, by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me Notary Public Signature Notary Public Seal P-11 of P-17 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL. CODE § 1189 :Y`,cr.��.r�,�sc�'.4r�(`,c�-•crc�,ccic�`,coerce,crcGeroscrorc,C`,�ccYcS',cres,�Y',�.cY`,cryr,.crcrer.�r..c`.e<,�rc�',c{,,c�c',cec�,crs 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 Orange On January 24, 2022 Date personally appeared before me, Linh Tran, Public Notary Here Insert Name and Title of the Officer Hue Ta Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person( whose namex is/Arg subscribed to the within instrument and acknowledged to me that he/sAeAt Tep executed the same in his44efOhetrauthorized capacity(jes), and that by his/ s) on the instrument the person;(aj°, or the entity upon behalf of which the personjsj acted, executed the instrument. UNH TRAN W� Notary Public • California _ Orange County F = My Commission H 2225146 Comm. Expires hoar 20, 2024 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragr�pF� is true and correct. /� // WITNESS my hand and official seal. Signature Signature of Notary 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited = General ❑ Individual El Attorney in Fact ❑ Trustee F7 Guardian or Conservator ❑I Other: Signer Is Representing: Number of Pages: Signer's Name: Cl Corporate Officer — Title(s): ❑ Partner — C Limited ❑ General ❑ Individual 1 Attorney in Fact C Trustee ❑ Guardian or Conservator C Other: Signer Is Representing: 02015 National Notary Association • www.NationalNotary.org - 1-800-US NOTARY (1-800-876-6827) Item #5907 CITY OF SANTA ANA CONSTRUCTION CONTRACT PROJECT 21-2727 CABRILLO PARK IRRIGATION RENOVATION This CONSTRUCTION CONTRACT is made and entered into this 5th day of April, 2022 by and between the City of Santa Ana, California, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (hereinafter "CITY"), and Marina Landscape, Inc. (hereinafter "CONTRACTOR"). WITNESSETH: The CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. CONTRACTOR agrees to perform all the work and furnish all the materials at its own cost and expense necessary to construct and complete in a good and workmanlike manner and to the satisfaction of the City Engineer of the CITY, the Cabrillo Park Irrigation Renovation (hereinafter referred to as the "WORK OF IMPROVEMENT") identified in and in accordance with the Contract Documents prepared by the City's Public Works Agency and approved by the City Council. 2. The complete Construction Contract consists of the "Contract Documents" as defined by the Standard Specifications for Public Works Construction and which include the following: • Notice Inviting Bids • Information to Bidders • Bid Proposal • Bid Bond • Contract Form • Contract Bonds • General Provisions • Special Provisions • Technical Provisions and Project Plans • Community Workforce Agreement • Appendices In case of conflict between the Contract Documents, the precedence of documents shall be as established in the Standard Specifications for Public Works Construction. 3. CITY agrees to pay and CONTRACTOR agrees to accept in full payment to complete the WORK OF IMPROVEMENT the sum total amount not to exceed Four Hundred Sixty Nine Thousand dollars and No Cents ($469,000.00), as set forth and identified in the BID PROPOSAL, which is attached hereto and incorporated herein as Exhibit "A." The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable. rev. 09/01/2017 Page 1 of 3 4. CONTRACTOR agrees to complete the WORK OF IMPROVEMENT within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit "A") including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed. 5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the WORK OF IMPROVEMENT a salary or wage at least equal to the prevailing salary or wage established for such work as set forth in the wage determinations for this work in accordance with applicable State and Federal law. 6. If applicable, the CONTRACTOR shall adhere to the CITY' S Community Workforce Agreement (CWA), a pre -hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CWA. The CWA may be found on the City's website at: http://www.santa-ana.org//pwa/documents/CWA.pdf 7. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100%) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY. 8. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond (Warranty Bond). Said Warranty Bond shall also be required as a condition of project acceptance. For projects up to Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of Ten Thousand Dollars ($10,000) or Twenty Percent (20%) of the final contract price. For projects above Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of One Hundred Thousand Dollars ($100,000) or Ten Percent (10%) of the final contract price. 9. CONTRACTOR shall, after award of this Contract, furnish Certificates of Liability Insurance and Worker's Compensation Insurance as outlined in the General Provisions, to be approved by the CITY. 10. INDEMNIFICATION. To the fullest extent allowed by law, CONTRACTOR and its Subcontractors hereby agree to defend, indemnify, and hold harmless CITY, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to CITY, from and against any liability, claims, actions, costs, damages or losses, including reasonable costs and attorney's fees, for injury, including death to any person or damage to any property, arising directly or indirectly from, or in any manner relating to, any of the following: (i) Performance or nonperformance of the Work of Improvement by CONTRACTOR or its Subcontractors of any lower tier; (ii) Performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of any of the obligations under the Contract Documents; Page 2 of 3 (iii) The construction activities of CONTRACTOR or its Subcontractors of any lower tier, either on the project site or on other properties; (iv) The payment or nonpayment by CONTRACTOR of any of its Subcontractors of any lower tier, for Work of Improvement performed on or off the project site; and (v) Any personal injury, property damage or economic loss to third persons related to and arising from the performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of the Work of Improvement. (vi) The indemnity obligations of Subcontractors provided by this Section shall be included in all subcontract documents issued by CONTRACTOR. Nothing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of CONTRACTOR against CITY or any other Indemnitee. IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract on the day and year first above written. ATTEST: DAISY GOMEZ Clerk of the Council APPROVED AS TO FORM: SONIA R. CARVALHO City Attorney By:i�„ JO (�HN FUNK Assistant City Attorney RECOMMENDED FOR APPROVAL: NABIL SABA, PE Executive Director Public Works Agency CITY OF SANTA ANA KRISTINE RIDGE City Manager CONTRACTOR: Marina Landscape, Inc. AME:�%f3ll TITLE: V &-e- Page 3 of 3 CITY OF SANTA ANA PROPOSAL ADDENDUM NO. ONE PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION BID PROPOSAL TO: CITY COUNCIL OF THE CITY OF SANTA ANA FROM: Marina Landscape, Inc. a e11I-a"�1�l0II11 The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule: Item Description Qty Unit Unit Price Amount 1 Site Demolition (existing irrigation, misc demo) 1 LS $ ! j G�. rD $ r 2 ElectricaUController/Conduit/wiring 1 LS $ lct� o'a'D• � $ t 4-j b�'D . c o 3 Construct AC Paving (T=6") * 300 SF $ $ 4 Construct Concrete Surface (T=6") * 1000 SF $ $ 5 Baseball Infield Mix * 1,000 SF $ $ 6 New Sod adjacent to Baseball Infield (Kikuyu * 1,500 SF $ $ grass) 7 Hibiscus, 15 Gal * 5 EA $ $ 8 Shrub, 1 Gal * 350 EA $ $ 9 Shrub, 5 Gal * 150 EA $ GAD $ 2 NI ' 01 10 3" Thick Layer of Mulch 2000 SF $ $ 2�M.I" 11 Project Advertisement Sign 1 EA $ L/ S $ / fQP 6 _P 12 Irrigation Complete System 1 LS $ ��/, Sib• $ aS /, CZ. 13 Landscaping and Irrigation Maintenance 1 LS $ I' $ Period (90 Calendar Days) ! 14 As -Built Plans 1 LS $ 3,000 $ 3,000 Page 4 of 12 P-1 of P-17 CITY OF SANTA ANA PROPOSAL ADDENDUM NO. ONE PROJECT NO.: 21-2727 CABRILLO PARK IRRIGATION RENOVATION Item Description Qty Unit Unit Price Amount 15 Construction Permit 1 LS $ 1000 $ 10,000 16 Furnish and Install Temporary 6' tall Chain Link Fence to Secure the Park l LS $ $ (include ate) It TOTAL BASE BID $ Lf-�� �I t6T - Ob The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add -alternate bid items (if any). * The quantity for this bid item is shown for bid comparison only. This bid item shall not be subject to the "25%" limit as stated in Section 3-2 of the Standard Specifications. The actual amount for this item will be dictated by the actual quantity used, and the Agency reserves the right to increase or decrease the quantity of this item accordingly. This bid item is considered a Specialty Item per Section 2-3.2 of the Standard Specifications. TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bid amount shown above, within sixty (60) working days after the commencement date stated in the Notice to Proceed plus ninety (90) calendar dam for landscaping and irrigation maintenance period. The liquidated damages amount, in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $1,500 per calendar day. Name of Firm Marina Andscape, Inc. Signature of BIDDER Hy JA/ Hue Ta Title Vice President of Estimatin (If an individual, so state. If a firm or co -partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) Page 5 of 12 P-2 of P-17 EXHIBIT 5 COST ANALYSIS CONSTRUCTION OF PROJECT NO. 21-2727: Cabrillo Park Irrigation Renovation Construction Contract $ 469,000.00 Contract Administration, Inspection and Testing $ 71,000.00 Contingencies $ 47,000.00 TOTAL ESTIMATED CONSTRUCTION COSTS 1 $ 587,000.00 EXHIBIT 6 1 PROJECT TITLE: Cabrillo Irrigation Renovation PROJECT CATEGORY: Park Facility Improvements Park Facility LOCATION MAP n Ny6t ' ' -- - FF 13R�W f,rlllo sT � nm z w ant r r CIFt w {x: L 6TH ST X PARI4CDlJRT PL nth Ctf3�, � uu o ] 4TH ST CITY OF SANTA ANA FY 21/22 CIP CAPITAL IMPROVEMENT PROJECT WORKSHEET PROJECT DESCRIPTION Design and installation of a new State of the Art Automatic irrigation system throughout the Cabrillo Park site. PROJECT NEED: The existing irrigation system is an old hydraulic system with a transit main line pipe. The system continually breaks down and is unreliable. Through the years, many of the irrigation heads have been replaced with the wrong nozzles that have compromised the efficiency of the watering in he park and creates many dry brown spots. JIM PROJECT COSTS FY 21/22 FY 22/23 FY 23/24 FY 24/25 FY 25/26 FY 26/27 FY 27/28 Construction $$ 319143 TOTAL $ 319,143 SOURCE OF FUNDS FY 21/22 FY 22/23 FY 23/24 FY 24/25 FY 25/26 FY 26/27 FY 27/28 A&DDistrict 2 TOTAL $ 319,143 AGENCY: DIVISION: CONTACT: DATE: Public Works Agency Jason Gabriel, Principal Civil Engineer 5 Apr-2022 - 1 -