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HomeMy WebLinkAboutP_5242_Sr \ CITY OF COSTA M:C:SA PROJECT LOCATION-~ VICINITY MAP -0-- "'°" "" ll!l 1/-----0 lJ. 112 il'1l SYMBOL POWER POLE SEWER CLEANOUI SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRP.N I WATER Mi:IER STR[EI UGHT PULL BOX TRAFFIC S1GNAL PULL BOX STREET LIGHT WA TER VP.LVf. GUY WIRE SuRv[v MONUMENT S!GN VAULT VENT TREE IRRIGATION CON TROL VALVE CABLE TV PULi_ BOX CORING LOCATION ELECTRICAL MANHOLE ELE.CTRICAL PULL BOX ~l/tttf/uti BUILDING -· ---·---EXISTING CONSTRUCTION ---·---PROPERTY LINt NEW CONSTRU CrlON -· -t. ---CENTERLINE ----S·--·--SEWER LINE -···-W-···-WATER LINE ---G ---GAS LINE --E -······-· ELECTR ICAL LI NE ---·-T---TELEPHONE LINE -CATV-CABLEVlSiON LINE --SP--SPRiNKLER SYSTEM -x-x-x-FENCE BLOCK WALL NOT TO SCALE ABBREVIATION S (IN ADDITION TO GREENBOOK SECrlON 1-·3.2) AB ARV ACP AC BC BCR BVC BLK CAT V Cl It. CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE iP&T LT MAX MJ MIN NG N NTS NO 0G PE PROP PB RCP RET RT RW SCH s sco SMH SH T SW s SCE SQ STL l w W/ AGGREGATE BASE AIR RELI EF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB ANO GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXIS TING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON P!PE ANO TAG LEFT MAXIMUI~ MECHANICAL JOINT MiN!lvllJM NA TURA.L GROUND NORTH NOT TO SCALE NUMBER ORiGINAL GROUND PLAi N END PROPOSED PULL BOX RE!NFORCED CONCRETE PIPE RETA!NING RIGHT RECLAIMED WA T[R SCHEDULE SE l'IER SEWER CLEAN OUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CAIJFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH PUBLIC WORKS DEPARTMENT MACARTHUR BOULEVARD SLOPE LANDSCAPING ST A TIONS 160+50 TO 173+00 C-8176-1 f : rl I) /\ APPROVED:_~....,..-,,,~..,~. (c.,c-,c:.;;V,_ 1 _,._· ,_N->-.i:..'-+A /A~6 J._\ _,h~l!'.---"'j ""' /c_· ______ _ PUBLIC WORKS OIRE.8°TOR i R.C.E. NO. 47961 DA TE: _j:_,,__--"f-'--/--.__/ 7_,__ APPROVED '11/mh__ 11,,i.-..~-", • DATE _§'~-3~/_·_/_7 __ DEPUTY PUBLIC WORKS DIREC~ITY ENGINEER R.C.E. NO. 61527 SCOPEAREA1----~ EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTIU"nES DEPARThAENT ORANGE COUNfY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (BOO) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644 -3011 (7 14) 962-241 1 (714) 542-6222 (949) 644-371i SH LOCATION MAP SCALE : NTS NOR T H GENERAL NOTES 1. ALL WORK DE TAILED ON THESE PLAN S TO BE PERFORMED UNDER CONTRACT SHALL BE CON STRUCTED !N ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERW!SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CON TRA.CT'S SPECIAL PROVISIONS. 2. EXISTING UNDER GROUND UTILITIES ARE SHOWN AS PER AVAILAB LE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGIN NING CONSTRUCTION. 3. ALL EXPO SED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR. DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P C.C. SHALL BE Cl.ASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAUL TS , WATER VAL.YES, SCD, SURVEY MONUMENTS. SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTH ER UTILI TIES SHALL BE ADJUSTED TO GRADE BY OTHERS 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPAN CY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIB ILITY OF THE CONTRACTOR FOR CORREC TION .. 8. ANY WOR K NOT IND ICATED ON THE DR AWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR -.c N VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICA TED AND l, 1-- __ C_A_L_L_E_D_FO_R_I_N_B_O_T_H_._A_N_Y_w_o_R_K_N_O_T_IN_S_T_A_LL_E_D_A_C_C_O_R_D_IN_G_T_O_D_R_A_W_IN_G_S_A_N_D_SP_E_C_IF_I_C_A_n_o_N_s __ .,v OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE J::: CONSTRUCTION NOTES REPAIR ANY DAMAGE TO EXISTING LANDSCAPE WHEN CONNEC TIN G TO RECLAI MED LI NE AND ESTABLISHMEN T OF NEW IRRIGATION SYSTEM. REFER TO SHEETS 9 AND 10 FO.'I GENERAL AFFECTED AREAS. IN ADDITION TO REPAIR OF LANDSCAPE AREAS, PROVIDE 3" OF ORGANIC MULCH. RECORD DRAWINGS These Record Drawngs have.been prepared based on information submitted, in part, by others. While this 1nformat1on Is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorporated into these plans as a result SHEET INDEX V E 0 u) ,,., 0 1-- z::. ro N '--IX) 0 0 ,. " 1-w w I (/) 0 u 0 I f-------------------------------------------,0 1 TITLE SHEET 2 OVER ALL PLAN 3 OVERALL PLAN 4 IRRIGATION PL AN 5 IRRIGATION PLAN 6 IRRIGATION LEGEND 7 IRRIGATION NOTES 8 IRRIGATION DETAILS 9 PLANTING PLAN 10 PLAN TING PLAN 11 PLANTING DETAILS C ,r. L, ~ C C C ' C-8176-1 ~ l-------------------,---B-A_S_I_S_O_F_B_EA_R_IN-· .-G-S-.. ----------------------.--P_L_A_N_S_P-·R_E_P_A_R_E_D_B_Y_·_---------------..---------,-A-PP_R_0'1-;..-L -RE-CO_M_M-EN-□E-D-, -,-A-P-PR_o_vA_L_R_Ec--,-oM-M-EN----:D-=-rn-,--+Rc::E-VIE::--w-=-=rn:-,-----.--------------------:----------1' TITLE SHEET :· '. . : .. BENCHMARK : ll ... 0 .,,... ;:;:i:~::ZE~ \ &~-;,:,, '""'", "'"""' ~~.i.,N~,c':G~A'.!,,. ~~~, MAcARTHus~A~~~s~6~~s~:d~tt0toscAP1NG ""D ASSOCIATES 1Nc. MUNIC:PAL OPERATIONS RCE 46214 DEPARTMENT DIRECTOR ASSISTANT CITY ENGINEER 08/28117 DATE f· )( ,( '7 DAT[; ______ _ DATE: DESIGNED: DRAWN: ~.G NN CHECKED: DPTE: P.G 08/28 17 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-524 2-S SHEE1 1 OF 11 A nnn, r-.1 lrl-••-i.--r A 1 I APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK#: ____ _ ONSITE APPROVAL: _________ _ DATE .. • _____ _ EQUIPMENT LOCATION NOTE ' ' ' ' ' 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CO NTROL VALVES, ETC. WITH IN PLANTING AREA-ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (fYPICAL). 2. AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE CITY. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE CITY SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO INSTALLATIO N SHALL CAUSE CONTRACTOR TO MAKE CITY DIRECTED REVISIONS AT NO ADDITIONAL COST TO CITY. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE 3. APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE CITY. MINOR MODIFICATIONS OF IRRIGATION EQU IPMENT LOCATIONS AS REQUESTED BY THE CITY SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE CITY DIRECTED REVISIONS AT NO ADD ITIONAL COST TO CITY. DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 100 300 I i 1" = 100' 400 feet fii NORTH IRRIGATION KEYNOTES SYMBOL DESCRIPTION ® @ EXISTING CONTROLLER' c· 48 STATION RAINMASTER DX-48-PS-03 SHALL BE REMOVED INCLUDING CONCRETE PAD AND REPLACED WITH (CITY SUPPLIED) CONTROLLER ASSEMBLY RE-INSTALLED BY CONTRACTOR. DAISY CHAIN COMM CABLE TO CONTROLLER • D. W/ 1" CONDUIT & SWEEP ELLS THROUGH CONCRETE PAD. INSTALL NEW 2" SCH BO CONDUIT IMMEDIATELY BEHIND SIDEWALK AT BRIDGE. PROVIDE 6" MIN. COVER. PROTECT EXISTI NG IRRIGATION SYSTEM IN PLACE (REPAIR ANY DAMAGE DURING CONSTRUCTION). FROM CONTROLLER 'D '; RUN 12 CONTROL WIRES (INCLUDE 2 SPARE), 1 COMMON WIRE. STUB OUT SPARE WIRES IN VALVE BOX C-47 (REFER TO SHEET 5 OF 11 ) EXISTING DOMESTIC WATER METER TO BE ABANDONED. REMOVE WATER METER AND DELIVER TO CITY. INSTALL CORP STOP. EXISTING DOMESTIC IRRIGATION MAINLINE TO BE ABANDONED IN-PLACE EXCEPT WHERE NOTED ON PLAN. EXISTING 11 /4" COMMUNICATION CABLE CONDUIT WITH COMMON CABLE AND MASTER VALVE WI RE, CONNECTING EXISTING CONTROLLER TO POINT OF CONNECTION • u· AND CENTRAL CONTROLLER LOCATED IN BONITA PARK RESTROOM BUILDING. CONDUIT LOCATION IS APPROXIMATE. CONTRACTOR SHALL COMPLETE HOOKUP TO APPROPRIATE APPURTENANCES EXISTING 3" IRRIGATION MAINLINE (M EDIAN) SHALL BE PROTECTED IN PLACE. SYMBOL DESCRIPTION 8 @ e @ @ EXISTING 6" BACKBONE RECYCLED MAINLINE. PROTECT IN PLACE. CUT AND CAP EXISTING MAINLINE PIPE EXISTING 4" IRRIGATION SLEEVE LOCATION (STA. 172 + 70) INSTALL NEW 2" MAINLINE CONNECTING TO EXISTING 3" IRRIGATION MAINLINE IN MEDIAN WITH 3 X 2 SCH. 80 PVC SOC REDUCING TEE WITH SLO CONTROL (PRO-SPAN EXPANSION REPAIR COUPLING LINE SIZE OR EQUAL) AND INSTALL LINE SIZE GATE VALVE AT MEDIAN AND BACK OF PARKWAY SIDEWALK. (REFER TO 20 SCALE DRAWINGS FOR ADDITIONAL DETAIL) LOCATE AND UTILIZE EXISTING WIRE SLEEVE UNDER HARDSCAPE FOR NEW CONTROL WIRES INSTALL NEW 24 STATION CONTROLLER ASSEMBLY ADJACENT TO CONTROLLER #1 ON NEW JOINT CONCRETE PAD. SEE LEGEND FOR MODEL# OF CONTROLLER. EXISTING WIRE SLEEVE LOCATION (STA. 161 +05) REMOVE BACKFLOW PREVENTER, FLOW SENSOR, MASTER VALVE, VAULTS AND RETURN TO CITY PARKS DIVISION. BACKFILL TO NATIVE GRADE. REFER TO 20 SCALE DRAWINGS FOR NEW IRRIGATION SYSTEM LAYOUT AND COMPONENTS (") 1-w WO I I!') CJ) + w (0 r--w ..... CJ) z 'o W-z 1- .....1 ~ G CJ) I-<( ~ E c,_ N .,. -" ({) N '--. ro 0 c,, " "O u "' 0 0 - _J _J <{ "' w > 0 0 I 0 0 "' -I ,.., N C-8176-1 i ,---------------------------------.---.----~-------------------.---~---------~-----------------------------1? APPR OVAL RECOMMENDED: <D OVERALL PLAN BGB I DESIGN GROUP Landscape Architecture Planning Urban Design 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714•545•2898 F: 714-545-2878 bgb-inc.com DESIGNED: DRAWN : AG NN * * PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 I L "' _c, :, CL <) <{ t---------------------~--------l/ "' ,.e~- 0 ~ ," CITY OF NEWPORT BEACH P-5242-S -s CHECKED: DATE: OF CAL\~ DATE:_~0=8._,_/2cc8,_,_/~17~_ f----------lo;_ AG 07/06/2017 NO. DATE DE SCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 2 OF 11 , ~----------------------------------------------------------'--------!-__::.._:.._:..:.__JL_ _________________ L_ _ _L_ ___ __J ___________________ __j_ ___ L_ _________ L_ ____________________ --1 __ __::::_ _ ___.:___:___Jo 100% SUBMITTAL N 1- UJ UJ 0 I LO (./) + ill~ w,.... (./) z 'o UJ -z 1- -<( ....J I-I Cl) u I-<( :;;E I I I I I APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FO R AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK#: ---- ONSITE APPROVAL: _________ _ DATE:. ____ _ EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). 2. AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IR RIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE CITY . MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE CITY SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE CITY DIRECTED REVISIONS AT NO ADDITIONAL COST TO CITY. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE 3. APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTRO L VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY CITY PRIOR TO INSTALLATION OF VALVES . SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE CITY. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE CITY SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE CITY DIRECTED REVISIONS AT NO ADDITIONAL COST TO CITY. 0 100 200 300 111 = 1001 / ,, 400 feet ,, / jj NORTH DIAL BEFORE YOU DIG TOll FREE TWO WORKING DAYS BEFORE YOU DIG t-B00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I I I I I I \ I I \ \ IRR IGATION KEYNOTES SYMBOL DESCRIPTION @ @ ® EXISTING 11 /4" COMMUNICATION CABLE CONDUIT WITH COMMON CABLE AND MASTER VALVE WIRE, CONNECTING EXISTING CONTROLLER TO POINT OF CONNECTION 'U' AND CENTRAL CONTROLLER LOCATED IN BONITA PARK RESTROOM BUILDING. CONDUIT LOCATION IS APPROXIMATE. CONTRACTOR SHAUL COMPLETE HOOKUP TO APPROPRIATE APPURTENANCES EXISTING 3" IRRIGATION MAINLINE (MEDIAN) SHALL BE PROTECTED IN PLACE. EXISTING 6" BACKBONE RECYCLED MAINLINE. PROTECT IN PLACE. POINT OF CONNECTION "U". EXISTI NG STUB-OUT TO BE USED TO CONVERT EXISTING MEDIAN IRRIGATION AND NEW SLOPE IRRIGATION SYSTEMS TO RECYCLED WATER. REMOVE ANY EXISTING APPURTENANCES AND RETURN TO CITY. SEE POC ENLARGEMENT SHEET 6. EXISTING 6" IRRIGATION SLEEVE LOCATION (STA. 179+92). INSTALL NEW 3" MAINLINE SECTION FROM P.O.C. 'U' CONNECTING TO EXISTING IRRIGATION MAINLINE IN MEDIAN WI 3" SCH. 80 SOC TEE AND INSTALL LINE SIZE FLANGED GATE VALVE. C-8176-1 L -0 E a. N "'" -.._,__ CX] N .._,__ ru 0 0, 3' D u "' 0 0 _J _J < "' ,~, > 0 -0 I -0 0 "' ~ I _, <( I .----------------------------.---,-----,-------------------,----,---==-::-c--==-::-::::-c:-::::---r-------------------------------1 / APPROVAL RECOMMENDED: "' BGB I DESIGN GROUP Landscape Architecture Planning Urban Design 3185 Cl Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F; 714-545-2878 bgb~inc.com DESIGNED: DRAWN: AG NN 1gnalure * 07/06/2017 * PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER OVERALL PLAN MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 ~ ,.., N I .c <I> .D ~ CL V <( !------------------------,--------,-,· <I> ~ "'~/' ~p ~~,,,,, (,/-,,_._ .. _-, CITY OF NEWPORT BEACH P-5242-S o CHECKED: AG DA /f) /06/2017 < OF CAL ,~a NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: __ O_B/_2_s/_l_7__ PUBLIC WORKS DEPARTMENT t--SH_E_ET_3 __ 0_F _1_1_ ~ ~----------------------------------~------__. __________ ___.__,_____----'-___________ __.___ _ __,__ _____ ___.____ __________ ----:1-=o-=-o-=-=%-:s=u-=-=s=M=-==1r=r:-:-:'AL0 P-5242 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 C-8176-1 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 07/06/2017 2214 Signature Date AR T H UR D GUY III REGIST E R E D L A NDSCAPE AR C H I T E CT S T A TE OF CA L I F O R N IAEXP. 5/31 /2 0 1 8 90% SUBMITTAL 4 IRRIGATION PLAN MA T C H L I N E - S E E A B O V E ST A T I O N 1 6 4 + 0 0 MA T C H L I N E - S E E B E L O W ST A T I O N S 1 6 0 + 5 0 T O 1 6 4 + 0 0 0 feet40 1" = 20' 20 60 80 N O R T H MA T C H L I N E - S E E S H E E T 5 S T A T I O N 1 7 0 + 0 0 NOTE: SEE SHEET 6 FOR IRRIGATION LEGEND AND SHEET 8 FOR IRRIGATION DETAILS. EQUIPMENT LOCATION NOTE INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 1. 2. 3. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK #:_____________ ONSITE APPROVAL: ____________________________ DATE:_______________ AS-BUILTS 06 / 04 / 2018 MACARTHUR BLVD NEW STREET CL EX R/W PER PARCEL MAP 2000-132 PARCEL 2 LIMITS PER PM 2000-132 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON FOR SLOPE PURPOSES M M M M K K K B B B B B B K K K K K K K MM K K K B B B B B K K K K K K K 1" 14.8 D1 1" D2 C42 "1 411""1 "2 "2 "2 ST A T I O N 1 6 0 + 6 0 BE G I N I R R I G A T I O N 43 " 1" D10 7.5 PB PB RW EXISTING WIRE SLEEVE @ STA 161+05 43 " I-12 I-14 43 " 43 " 43 " 43 " 43 " 43 " PB 90'-0" 43'-0" 55'-0" 111'-0" 4'5' 73'-0" 40'-0" 43'-0" 411"43 " 43 " 43 " MACARTHUR BLVD 18 ' NEW STREET CL PARCEL LOT LINE TRACT MAP 12105 25 ' 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON K K M M M M M M M M M M M M M M M M M K K K B K B B B B B B B B B B K K M M M M M TM M M M M M M M M M M M M L M M M M B B T K M M M B K B G K K B B B B B B B R R K K M M L 43 ""1 1" 11.4 D4 1" 11.5 D3 1" 18.7 D6 1" 19.1 D5 43 " 43 " 43 " 43 " "2 "2 1" 8.5 D9 RW 43 " 43 " 411"43 " "1 43 " 43 " "143" 43 " "1 411" 43 " 43 ""1 "1 96'-0" 4'5' 91'-0" 127'-0" "2 126'-0" 4'5'133'-0"17'-0"57'-0" 43 " 43 "43 " "1 "1 43 " SYMBOL DESCRIPTION LOCATE AND UTILIZE EXISTING WIRE SLEEVE UNDER HARDSCAPE FOR NEW CONTROL WIRES EXISTING WIRE SLEEVE LOCATION (STA. 161+05) I-12 I-14 IRRIGATION KEYNOTES r---c - --------------------- --- - -- - - -------- ------ ----------- ---------- ----------------------- -----,'C4-:: ~,1 ----------------1-.ir---------------t --- -- ----- ------ ------ -----= - --------: ----------- __ _J __ -•------ ------- --~;----------- ---------- ----------- J_ ~ -+v--7-' --------- ------- ------------ ----------------------- - -----------------.-i---= =--=----_ -~ ------ ----- ----- ---------------- lw ~I w e / I ,, :1 _____ _ _____ i 6'1-, :_11~,:w :r, -E-E=---E:is-------------- - - ---i --- --------Leu 1-----+:=;/-:1 - - - - - - - - --- - - - -.,_ - - - - - - - - - - --1,p - - ------I c,._', Lc1·:1 ---,-·----- -------------------------------------------------------~---~-----~---~-----~---~---------- ---------------- ------- -------- -------- ---- - I I I ---------------------------------1 ---------------I ------- --------1 -------- ----~~ -----------I ------------------------------1 _________ Q~_--_ -------------- ------------------ I I I I 0 0 --------------- ------- ------'14-['l ------ -- --zz-u----------------------------------- ~1=:se-:~c ----I----- -------- ;- ----------□ --- ___ µ; __ L ----- ji ---- -I :~. I ---"-1 - BGB I DESIGN GROU~ Planning Urban Des1g Landscape Architecture --------- -------- ----- ------- ---------- --- -------- ------=- - ------------------------------------------------ --- -- ------------- ---------------------- -- ',-·: /_ ----t:: -------= -,--- * ---_J __ _ --- ,-. ( I 1-:. ,:I-< ----- - - --=--::...1 _ ------ Al_ 'L/1510115 ------- ------- -------- ---------- 1111 ----1----- 1 I ______ J__ ' ~ DIAL BEFORE YOU DIC TOLL FREE I ~:,i:J f--- - ·.j~··[ilM 1-, c'._____::__iL___J i1wo woRrn~c DAYS BEFORE YCU DIG 1-800-227-2600 I. PUBLIC SERV CE BY Ul·IDERGROUI· C ID ~ERVICE ALERT I I I I I I I I ~I -_I ----:::---- 1 -I ---------_:--~---1 ---=-------1 -- 1 =----1 I I I I -~1 --I SHEC:T OF Q_ f- ' f- ,::_::1 ' f- C' I U, ,-:_:_, ' L :r: L w > 0 ca 0 <( 0 + w s:j-w CD - Cl) ..,- ,z wo z - -f-_J <( :::c f- OU) f-<( 2 NOTE: SEE SHEET 6 FOR IRRIGATION LEGEND AND SHEET 8 FOR IRRIGATION DETAILS . 20 ~ 1" = 20' ·• . -.,... . .,, _.;.-'>· 40 I ·' 80 feet I jj NORTH ..,."'·'. ~ ~ ~:•· ••. 11fl;" 0 0 + ~ w ..,- ca o w f-w o Cl) ~ 0 CD ..,- _J Cl) :::c z U 0 f--<( f- 2 ~ Cl) EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC . WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). 2. AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRR IGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW ANO APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION ANO EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. ELECTRIC CONTROL VALVE. QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING AFE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE ANO GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWN ER PRIOR TO INSTALLATION OF VALVES . SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK#: ___ _ ONSITE APPROVAL: _________ _ DATE: ____ _ IRRIGATION KEYNOTES SYMBOL DESCRIPTION LOCATE AND UTILIZE EXISTING WIRE SLEEVE UNDER HARDSCAPE FOR NEW CONTROL WIRES EXISTING WIRE SLEEVE LOCATION (STA. 161 +05) DIAL BffORE YOU DIG TOLL FREE TWO WORKING DI.VS BEFORE YOU DIG 1-B00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I I I I I I I I I!) f- I w w 0 :::c 0 I Cl) + w 0 I'--I w ..... Cl) z I 'O w-z f-I -<( _J f-:::c Cl) I u f-<( I 2 I I I I I I I L -0 a> -; D L> if> 0 N z <( _J Q_ z 0 i== <( (5 c2 "' 0 I -I C-81 76-1 i ~-----------------'-----------~-----------------------------~---------------------------------------;? APPROVAL RECOMMENDED 8 GB I DES IG N GROUP Landscape Architecture Planning Urban Design 3185 Ci Airway Avenue Costa Mesa. CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com DESIGNED: DRAWN: AG NN CHECKED: DA TE: AG 07/06/2017 NO. DATE DESCRIPTION OF REVISIONS APPROVED PATRICK ARCINIEGA RCE 70740 SENIOR CIVI L ENGINEER DA TE : __ 0~8~/=28~/~1 _7 __ IRRIGATION PLAN MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 '° ~, N I .c '" _Q :, Q_ 0 <1'. 1----------------------,---------t / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5242-S i SHEET 4 OF 11 ~ )j 100% SU BMITTAL 0 . P-5242 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 C-8176-1 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 07/06/2017 2214 Signature Date AR T H UR D GUY III REGIST E R E D L A NDSCAPE AR C H I T E CT S T A TE OF CA L I F O R N IAEXP. 5/31 /2 0 1 8 90% SUBMITTAL 5 IRRIGATION PLAN 0 feet40 1" = 20' 20 60 80 N O R T H NOTE: SEE SHEET 6 FOR IRRIGATION LEGEND AND SHEET 8 FOR IRRIGATION DETAILS. MA T C H L I N E - S E E S H E E T 4 ST A T I O N S 1 7 0 + 5 0 T O 1 7 3 + 0 0 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E EQUIPMENT LOCATION NOTE INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA - ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 1. 2. 3. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK #:_____________ ONSITE APPROVAL: ____________________________ DATE:_______________ AS-BUILTS 06 / 04 / 2018 MACARTH U R B L V D B B B B B B K K K M M M MMMKKKBBBBB"1 1" D7 21.9 1" D8 18.7 411" "1 43 " 43 " "2 EXISTING 4" SCH 40 PVC SLEEVE FOR (1) 2" IRRIGATION PRESSURE LINE FROM SLOPE CONNECTING TO EXISTING MEDIAN ISLAND. IRRIGATION MAINLINE (STA 172+70) C P 1 2 I-06 CONTINUATION SEE (100 SCALE DRAWINGS) SHEET 2 I-11"2 43 " 43 " 411" "143" 64'-0" PB 5'5'5' 97'-0" 63'-0" 25'2' "1 FSEXISTING 6" SCH 40 PVC SLEEVE FOR (1) 3" IRRIGATION PRESSURE LINE FROM P.O.C 'U'. EXISTING MEDIAN ISLAND IRRIGATION MAINLINE (STA.179+92)3" EX. 3" EX. I-07 BS REFER TO DETAILS H AND F SHEET 8 OF 11 3" to 3" TIE IN POINT 15'-0" 6'-0" 5' 5 ' 5'-0" 5'-0" SYMBOL DESCRIPTION IRRIGATION KEYNOTES EXISTING 3" IRRIGATION MAINLINE (MEDIAN) SHALL BE PROTECTED IN PLACE. EXISTING 6" BACKBONE RECYCLED MAINLINE. PROTECT IN PLACE. EXISTING 4" IRRIGATION SLEEVE LOCATION (STA. 172+70) INSTALL NEW 2" MAINLINE CONNECTING TO EXISTING 3" IRRIGATION MAINLINE IN MEDIAN WITH 3 X 2 SCH. 80 PVC SOC REDUCING TEE WITH SLO CONTROL (PRO-SPAN EXPANSION REPAIR COUPLING LINE SIZE OR EQUAL) AND INSTALL LINE SIZE GATE VALVE AT MEDIAN AND BACK OF PARKWAY SIDEWALK. (REFER TO 20 SCALE DRAWINGS FOR ADDITIONAL DETAIL) I-06 I-07 I-11 I I I. I I .,,. I ------~ ----------==---=--=-------=----------- -------- --lliiiiiillll-- 1 7·1 I , 1------ / / ~ ------------ --------- < / --•• ~--- I •~~~~--~~ --------------- cw I ,,. ---- - -\ i c;, t-(': iJ I .' L---" ,,. ,,. ,,. - ----- ,,. ' -, ',' -I ---I_ --- ----------------------------~------~------ ji BGB I DESIGN GROUP Landscape Architecture Planning Urban Design * ---- - ------- 0 0 0 ---=~~ --- --~ ~ ~-- ~= --~ - = =-~---- -1;,:'._;,\ '' - ------------ - -- -;_::-~ ~~ ------- -- \ I \iJ ........ .... .-\<. I I I I I I I I I I I I I I I I I I I I I I (_(": ,----, ........ _,_:.,.. _____ _., ________ o,J,~.,..-------~---------------- 1111 DIAL BEFORE YOU CIG II II TOLL FREE l-800-2.2.7-2600 A PUBLIC SERVICE BY UrJDERGROUrJD SERVICE ,\LERI z Q_ f- - I ,:..::1 1,-; f- c.r: I I (f; ' L :r: L >-----------< ~ SHEC:T OF /\1::: n----: n ~--------------------------------------------------------------~-----------------------------~------~--------------------~---~----------~----------------------~-------~(....::: w > 0 co <( w w Cl) LU z ....J :::c 0 I- <( ~ '<T 8 I-+ wC"'.l w~ I O C/) 1- w o w I.() C/) + I 0 w t---z ..... -C/) ....J z Io 0 -I-I- <( ~ ~ U) I I I I I I I I I I I I I I , I I' I I I I ' I I NOTE: SEE SHEET 6 FOR IRRIGATIO N LEGEND AND SHEET 8 FOR IRRIGATION DETAIL S. 0 20 40 60 80 feet 111 = 20' NORTH EXISTING 4" SCH 40 PVC SLEEVE FOR (1) 2" • IRRIGATION PRESSURE LINE FROM SLOPE CONNECTING TO EXISTING MEDIAN ISLAND. IRRIGATION MAINLINE (STA 172+70) 3" IRRIGATION PRESSURE P.O.C 'U'. EXISTING MEDI EQUI PMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). I I I I I I I I s .~ .~ .~ ·~ I :E .~ .~ I I I I I I I 2. AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF VALVES . SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE IRWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK#: ----IRRIGATION KEYNOTES ONSITE APPROVAL: DATE: @ w @ EXISTING 3" IRRIGATION MAINLINE (MEDIAN) SHALL BE PROTECTED IN PLACE. EXISTING 6" BACKBONE RECYCLED MAINLINE. PROTECT IN PLACE. EXISTING 4" IRRIGATION SLEEVE LOCATION (ST A. 172 + 70) INSTALL NEW 2" MAINLINE CONNECTING TO EXISTING 3" IRRIGATION MAINLINE IN MEDIAN WITH 3 X 2 SCH. 80 PVC SOC REDUCING TEE WITH SLO CONTROL (PRO-SPAN EXPANSION REPAIR COUPLING LINE SIZE OR EQUAL) AND INSTALL LINE SIZE GATE VALVE AT MEDIAN AND BACK OF PARKWAY SIDEWALK. (REFER TO 20 SCALE DRAWINGS FOR ADDITIONAL DETAIL) --------- DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT \ E 0. " n "' "-a:, N "-a:, 0 z <( _J 0.. z 0 F <( 0 Ct: Ct: ~ I C-8176-1 ~ ,--------------------------r--~---,-------------------,------r--:,=-::-:--:cc--:=c::==-:-::--::-::--.----------------------------~:5-APPROVAL RECOMMENDED : <n BGB I DESIGN GROUP Landscape Archftecture Planning Urban Design 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545·2898 F: 7"14-545-2878 bgb-'nc.com DESIGNED: DRAWN. AG NN IRRI GATION PLAN ~ I MACARTHUR BLVD SLOPE LANDS CAP ING 1os PATRICK ARCINIEGA 1i ,,oe,tu<e RCE 70740 STATIONS 160+50 TO 173+00 ~ * 07/06/2017 -t-SENIOR CIVIL ENGINEER <C 1----------------------.--------j ,, •-T ~ "'~~ 'p ""''' r,.-,.''" CITY OF NE WPORT BEACH P-5242-S a CHECKED: DATE: .-OF CAL''o DATE:_~0=8~/2=8~(1~7__ 1---------1 o:: ~--------------------------------------------------------L ____ A___!__G_07...!_/__:_0_:,6/__:_2:_:_01_7_J__ ________________ --1.._N_O_ • ...L._D_A_TE _ _l___DE_s_cR_1P_T_1o_N_o_F_R_.E_v_1s1_o_Ns __________ __j_A_P_PR_o_v_ED_l_ ________ __jL_ ____ P_U_B_L_I_C_W_O_R_K_S_D_E __ PA_R_T_M_E_N_T ___ __J_s_H_EE_T__:5~_o_F_:1'.._1.'.__J;;: 100% SUBM IT TA L I I I I I I I • I Zone Information w z 0 N 0 a:: 0 ~ BUBBLER BUBBLER SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY C48b C48a C41b C41a C42 C43 C44 C45 C46 C47 2 0.. (!) a:: ~ LL C-Z :5 0.. 8.50 0.5 8.00 0.5 11 .54 0.5 14.84 0.5 17.43 0.5 11.39 0.5 18.74 0.2 19.05 0.2 18.72 0.2 21.94 0.2 1-z ::::, 0 ow 2 g:; <( ::::, ·o (!) w a:: a:: a:: w ~ u w a:: 0.. C/J w I->-::, <( ~o 2 a:: •W ~ 0.. 2 0.60 1.70 22 0.90 1.70 32 0.60 0.28 129 0.60 0.29 125 0.90 0.31 175 0.60 0.28 129 0.60 0.26 139 0.60 0.26 139 0.60 0.24 150 0.60 0.26 139 Irrigation Runtime CJ) w I->-::, <( Z o ::; a:: ~~ 2 23 34 137 133 186 137 158 158 171 158 a:: w 0.. CJ) >-w <( ...I □ u >-u 3 5 2 2 3 2 2 2 2 2 79 8 79 7 79 65 79 63 79 59 79 65 34 70 34 70 34 75 34 70 8 7 69 67 62 69 79 79 86 79 Historical ET -New0ort Beach, CA CONTROLLER SCHEDULE JAN FEB MAR APR MAY JUN JULY AUG SEP OCT NOV DEC Yearly PROJECT: MacArtltur Slopes 2.60 2.50 3.50 4.20 5.00 4.70 5.30 5.30 4.50 3.30 2.50 2.00 45.40 CONTROLLER# C DAT E: 2/17/2017 # of Waterinc Da, s oer Month -After Establishment # of Waterin!l Davs per Month -Initial Establishment Period JAN FEB MAR APR MAY JU N JULY AUG SEP OCT NOV DEC YEAR JAN FEB MAR APR MAY JUN JULY AUG SEP OCT NOV DEC YEAR 3 3 3 4 5 2 2 2 3 3 3 3 3 4 5 3 3 3 4 5 2 2 2 3 3 3 3 3 4 5 1 1 2 2 2 1 1 2 2 2 1 1 2 2 2 1 1 2 2 2 4 5 3 3 4 5 4 5 3 3 4 5 2 2 2 2 2 2 2 2 5 3 5 5 3 5 2 2 2 2 DIAL BEFORE YOU DIG 4 3 4 4 3 4 2 2 2 2 TOLL FREE 3 3 2 2 3 3 3 3 2 2 3 3 2 1 2 1 2 1 2 1 2 44 5 5 6 2 30 3 3 4 2 44 5 5 6 2 44 5 5 6 2 30 3 3 4 2 44 5 5 6 1 20 5 5 6 1 20 5 5 6 1 20 5 5 6 1 20 5 5 6 VALVE SCHEDULE NUMBER C48b C48a C41b C41a C42 C43 C44 C45 C46 C47 MODEL SIZE GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GRISWOLD DWS-PRV-R 1" GR ISWOLD DWS-PRV-R 1" Common Wire CRITICAL ANALYSIS 7 9 8 5 6 6 7 9 8 7 9 8 5 6 6 7 9 8 7 9 8 7 9 8 7 9 8 7 9 8 TYPE BUBBLER BUBBLER SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY SHRUB ROTARY 9 6 9 9 6 9 9 9 9 9 GPM 8.50 8.00 11.54 14.84 17.43 11.39 18.74 19.05 18.72 21.94 9 8 6 5 9 8 9 8 6 5 9 8 9 8 9 8 9 8 9 8 WIRE PSI 1,388 26.69 26.15 47.06 51.71 48.89 47.22 50.26 50.95 50.72 53.77 6 4 6 6 4 6 6 6 6 6 5 3 5 5 3 5 5 5 5 5 PSl @POC 26.94 26.80 48.15 60.47 51.93 48.28 51.83 52.55 51.43 54.69 4 3 4 4 3 4 4 4 4 4 81 54 81 81 54 81 81 81 81 81 PRECIP 1.70 in/h 1.70 in/h 0.28 in/h 0.29 in/h 0.31 in/h 0.28 in/h 0.26 in/h 0.26 in/h 0.24 in/h 0.26 in/h Generated: 2017-02-16 09:33 P.O.C. NUMBER: 01 Water Source Information: FIELD VERITY FLOW AVAILABLE Point of Connection Size: 3" Flow Available : 181 .61 gpm PRESSURE AVAILABLE Static Pressure at POC : Pressure Available: DESIGN ANALYSIS Maximum Stafion Flow: Flow Available at POC: Resi dual Flow Available: Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: )TWO WORKING DAYS BEFORE YOU DIG 75.00 psi 75.00 psi 21.94 gpm 181.61 9pm 159.67 gpm C41a 40.00 psi 1.83 psi 0.18psi 4.33 psi 5 .37 psi 51 .70 psi 0.21 psi 2.06 psi 6.50 psi 0.00 psi 60.47 psi 75.00 psi 14.53 psi EXISTING 1 1/4" COMMUNICATION CONDUIT. INSTALL EV-CAB-COM 4,760 L.F. (2-20 AWG, FULL BRAID SHIELD, 100 OHM IMPEDANCE. ONE COPPER CONDUCTOR AND ONE SILVER TINNED CONDUCTOR , BLACK JACKET, DIRECT BURIAL SHIELDED COMMUNICATION CABLE USED FOR HARDWIRE SATELLITE SERIAL LINK. CABLE SHALL NOT EXCEED 5000 FEET IN LENGTH) FROM SATELLITE CONTROLLER TO CENTRAL CONTROLLER IN RESTROOM . INSTALL EV-CAB-SEN ( 2-20 AWG FOIL SHIELD W/ DRAIN , BLACK JACKET, DIRECT BURIAL BLK, WH T. TWO CONDUCTOR DIRECT BURIAL SHIELDED CABLE USED FROM P.O.C 'U' TO SATE LLITE CONTROLLER WITH ALL FIELD SENSOR CONNECTIONS. CABLE SHALL NOT EXCEED 2000 FEET IN LENGTH. 1-800 -227 -2600 A PUBLIC SERVICE BY IRRIGATION SCHEDULE SYMBOL (D ® ® ® ® © © ~ SYMBOL ~ I]] PX (cw;cx MANUFACTURER/MODEL HUNTER MP1000 PROS-12-PRS40-CV-R HUNTER MP1000 PROS-1 2-PRS40-CV-R HUNTER MP2000 PROS-1 2-PRS40-CV-R HUNTER MP2000 PROS-12-PRS40-CV-R HUNTER MP2000 PRO S-12-PRS40-CV-R HUNTER MP3000 PROS-1 2-PRS40-CV-R HUNTER MP CORNER PROS-12-PRS40-CV-R HUNTER MP STR IP PROS-12-PRS40-CV-R RAIN BIRD 1800-1 402 FLOOD MANUFACTURER/MODELJDESCRIPTION GRISWOLD DWS-PRV-R BRASS, IN -LINE, ON-OFF, SOLENOID CONTROL VALVE, NORMALLY CLOSED W/PURPLE HANDLE FOR RECLAIMED WATER. NELSON 7645 1" BRASS QUICK-COUPLING VALVE, WITH / CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING NON-POTABLE PURPLE RUBBER COVER, AND 2-PIECE BODY. NIBCO F-619 NRS FLG GATE Cl FLANGED LINE SIZE GATE VALVE WITH 2" OPERATIONAL NUT FOR 2 1 /2" AND LARGER MAINLINE. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE WITH PURPLE HANDLE. SAME SIZE AS MAINLINE PIPE. GRISWOLD 2265NRE 3" 3" PRESSURE REDUCING, SURGE ANTICIPATION, NORMALLY OPEN MASTER VALVE. EXISTING SATELLITE CONTROLLER RAIN MASTER DX-2 WALL MOUNTED INSIDE PEDESTAL MOUNT STAINLESS STEEL ENCLOSURE. LOCATED ON THE SOUTH SIDE OF MACARTHUR BLVD AT APPROXIMATELY STATION 157+00. RUN NEW WIRE BUNDLE FOR (1 0) NEW VALVE STATIONS+ (2) SPARE WIRES -(12) TOTAL, FROM CONTROLLER TO NEW VALVE LOCATIONS, REFER TO 100 SCALE PLAN. NEW CONTROLLER ASSEMBLY BY GREEN PRODUCT SALES ISA6-RM7-24/SP/DX-HW/RM RX/2RM-MVR DARYL GREEN 949 584 7311 FLOW SENSOR RAINMASTER EVFM-P150 FLOW SENSOR. INSTALL FLOW METER AND ALL HARDWARE PER MANUFACTURER " S RECOMMENDATIONS . WIRE BUNDLE (AS INDICATED FOR FUTURE USE) SPARE CONTROL WIR E BUNDLE FOR FUTURE USE IN JUNCTION BOX. P=PILOT BLUE WIR ES, C=COMMON WHITE WIRES BUNDLED. 36" IN LENGTH COI LED WIRES IN VALVE BOX, AND RUN CONTINUOUS WIRE BACK TO CONTROLLER. LABEL EACH WIRE WITH A PLASTIC I.D. TAG AT THE WIRE BUNDLE AND AT THE CONTROLLER. PULL BOX/ SPLICE BOX WATTS 3" 97FB-CSSIB CAST STAINLESS STEEL, FLANGED BASKET STRAINER W/ 80 MESH STAINLESS STEEL BASKET STRAINER RECYCLED WATER SIGN POINT OF CONNECTION 3" FIELD VERITY ( FOR PRESSURE CALCULATIONS) PO INT OF CONNECTION 6" IRRIGATION LATERAL LINE: PVC SCHEDULE 40 (NON-POTABLE) PURPLE PIPE, MIN . 3/4" SIZE. INSTALL PER TRENCH DETAIL. -t -. -· E-, .··,ElEC_TRIGAt.CONDUITWf SWEEP.:f,Ll '2":_sCHAO .: :' ---- -------- IRRIGATION MAINLINE: PVC SCHEDULE 40 (NON-POTABLE) PURPLE PIPE, 2" SIZE. INSTALL PER TRENCH DETAIL --' ... --------E)(ISTING Pff?E SLEEV~ (SE.I;-PLAN) ~--,~-----Valve Number ~ #----Valve Flow "8 Valve Size VALVE CALLOUT QTY 2 56 1 40 2 44 2 1 33 QTY 10 11 4 3 1 1 1 3 1 2 1 3,583 L.F. 211 .2 L.F. 1,402 L.F. 194.7 L.F. RADIUS DETAIL 14' A/8 14' A/8 19' A/8 19' 19' 30' 13' 5'X:30' 3' A/8 A/8 A/8 A/8 A/8 B/8 DETAIL C/8 D/8 H/8 E/B H/8 F/8 G/8 H/8 J/8 H/8 1/8 1/8 1/8 E a. ..,- "' r-- '-er, N ....__ OJ 0 "' ;, "' 0 "' 0 N z <( ..J a. z 0 ;::: <( "' ii" "' -0 I -0 0 U') I UNDERGROUND SERVICE AlfRT C-8176-1 i ,-----------------------------....... --,-----------------------------,---~----------~-------------------------------43- APPROVAL RECOMMENDED: "' BGB I DESIGN GROUP Landscape Architecture Planning Urban Design 31 85 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F; 714-545-2878 bgb-inc.com Signature PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER IRRIGATION LEGE ND AND NOTES MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 "' N I .r:. "' .0 ::, a. u * 07/06/2017 * \.,,.~ ~:;~,,.~,,./ CITY OF NEWPORT BEACH CH ECKED: DATE: ~OF CAl,,1;7 DATE: _ __,0°'8,._,/2es8c,../'-'17 __ 1-----------------------,----------1? P-5242-S ~ f--------~ 0 7 DESI GNED: DRAWN: AG NN AG 07/06/2017 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 6 OF 11 L..,_ _________________________________________________________ ...L_ ____ ...,__.:.._...:__J__ _________________ L__...L ___ _.1 ___________________ L_ __ __1_ _________ _1_ _____________________ L_ __ ..=_ _ __-__.___Jo 100% SUBMITTAL • IRWD RECYCLED AND POTABLE WATER NOTES A B. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHAL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE !RVINE RANCH WATER DISTRICT (IRWD) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH IRWD'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECLAIMED) WATER SYSTEMS. D. E. F. G. H. J. K. L. M N. 0, MARKING ON THE PURPLE PVC SHALL INCLUDE THE FOLLOWING CAUTION RECYCLED (OR RECLAIMED) WATER, NOMINAL PIPE SIZE, PVC-1 120: PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139, PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF PIPE. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS AND ALL APPURTENANCES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 1. 2. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4" PURPLE IN COLOR WITH THE WO RDS "WARNING RECYCLED (OR RECLAIMED) WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVIGA AQUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMENANT AN D BLACK IN COLOR. USE TAGS AS MANUFACTURERD BY T CHRISTY ENTERPRISES OR APPROVED EQUAL. ON E TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS : IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: a. IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOT DRINK" OR USE PURPLE COVER WITH SAME. b ATTACH TAG TO CONTROL VALVE STEM DIRECTLY WITH PLASTIC TIE-WRAP. OR c ATTACH TAG TO CONTROL VALVE SOLENIOD WIRE DIRECTLY WITH PLASTIC TIE-WRAP . d ATTACH TAG TO BODY OF RELATED APPURTENANCE WITH A PLASTIC TIE-WRAP. WARNING TAPES SHALL BE USED ON ALL CONTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER WARNING TAPE SHALL BE A MINIMUM OF 3 !NCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROU ND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. WARNING TAPE FOR THE CONSTANT PRESSURE MAIN LINE PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW' IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMENANT. IRWD SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRI GATION CONSRTUCTION AT (949)453-5300 AND EACH WORK DAY THEREAFTER UNTIL THE COMPLETION OF THE WORK ALL PRESSURE MAIN LIN E PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE PIPING. WHERE RECYCLED AN.D POTABLE PRESSURE MAINLINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-!NCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING AMTERIAL IF IT IS TAPED WITH 3-!NCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECLAIMED) WATER" THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00PM AND 6:00AM UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENER.AL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 !NCHES HIGH BY 8 INCHES WIDE "RECYCLED WATER -NO NOT DRINK", OR "RECLAIMED WATER -DO NOT DRINK''. EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. ADJUST SPRAY HEADS TO ELIMINATE OVERSPR.AY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS. PRIVATE APTIOS, STREETS AND SIDEWALKS. CONTACT THE !RWD OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST AT (949)453-5300 AND ARRANGE A WALK-THROUGH OF THE SYSTEM. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF THE IRWD RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL APPROPRIATE CORRECTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON REC YCLED WATER CONSTANT PRESSURE MAIN PIPING IS ONLY ALLOWED ON PROJECT-BY PROJECT APPROVAL FROM THE DISTRICT ENGINEER IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. 2. WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHA LL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PI PE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION - RECYCLED (OR RECLAIMED) WATER" IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMENANT. Q ON-SITE SYSTEMS MAINTENANCE: ALL REPAIRS AND MODIFICATIONS MUST BE REVIEWED AND APPROVED BY THE DISTRICT'S ON-SITE WATER SYSTEMS GROUP IN A MANNER CONSISTENT WITH THE REQU IREMENTS HEREIN. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRR IGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER (TYPICAL) GENERAL NOTE ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATE EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS AND IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXITING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. DEMOLITION NOTE DURING GRUB & CLEARING, CONTRACTOR SHALL CUT/CAP/ABANDON BELOW GRADE/ REMOVE AT-GRADE IRRIGATION APPURTENANCES WITHIN PROJECT INFLUENCE. IRRIGATION EQUIPMENT REMOVED WITHIN UGI REGENTS CONTROL SHALL BE RECONNECTED AS SHOWN ON THE DRAWINGS INCLUDING BUT NOT UNLIMITED TO: MAINLJNE PIPE , LATERAL LINE PIPE, REMOTE CONTROL VALVES, QUICK COUPLER VALVES, GATE VALVES, CONTROL WIRING, SPRINKLER AND/OR ROTOR HEADS OF SIMILAR TYPE. GENERAL IRRIGATION NOTES ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF SU FFICENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. IN ADDITION TO THE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIB LE FOR THE INSTALLATION OF SLEEVES UNDER ALL PAVED AREAS. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE AP PROVED ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE 120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB ADJUSTING OF ALL LAWN HEADS BY TH E CONTRACTOR, SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINI SH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. TH E IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC . TH IS SHALL INCLUDE THE USE OF RAIN BIRD "PCS" PRESSURE COMPENSATING SCREENS, SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC ., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINI NG WALLS, STRUCTURES AND UTILITIES. TH E IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WH EN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAIL ED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION . ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS. PR IOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE !SAN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM , THE ADV'S SHALL BE INSTALLED PER THE DETAIL. NO LOW HEAD DRAINAGE ALLOWED CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILI TY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY TH E OWNER. INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER THE SPECIFICATIONS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. PR IOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND COORDINATE ALL INS PECTIONS EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY LITILIT!ES. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AN D REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACC EPTE D IN WRITING BY TH E OWNER. TH IS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AN D FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL PRESSURE LIN ES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT ALL IRR IGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES. IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" SLEEVE SIZE 3" 3" 3" 4" NOTE: IRRIGATION CONTROL WI RE SLEEVE SIZE SHALL BE 4" UNLESS OTHERWISE SPECIFIED. 2" 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. [TYPICAL) NOTE: FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS , FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS , UNDER FOOTINGS, UNDER ROA DWAYS, UNDER PAVING, STRUCTURES, ETC. 2-1/2" 3" 4" 6" RECYC LED WAT ER GUIDELINES THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY TH E IRV!NE RANCH WATER DISTRICT IN CONJUCTION WITH THE ORNAGE COUNTY HEALTH DEPARTMENT AND TH E SANTA ANA REG IONAL WATER QUALITY CONTROL BOARD. THEY ARE TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. 2. 3. 4. 5. 6 7 8. IRRIGATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. ONLYiWATERING OUTSIDE THAT TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PE RSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIM E BE LEFT UNATTENDED DURI NG USE OUTSIDE THE NORMAL SCHEDULE IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFI LTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. TH IS PROCEDURE MAY BE FACILITED BY THE EFFICIENT SCHEDULING OF THE SUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOILABSORBT!ON) ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATI OS, STREETS AND SIDEWALKS . MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FALUIRE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE RE PARIED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS OF THE PRESENSE OF RECLAIMEO WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES GIVEN THE HIGH TURN OVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVALFOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON-SITE FACILITIES SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FALUIRE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICTS RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL APPROPRIATE CORRECTIVE MEASURES HAVE BEEN TAKEN . THE !RVINE RANCH WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FROM THE SUCCESSFUL APPLICATION OF RECLAIMED WAT ER MERIT THE OPERATING REQU IREM ENTS THAT HAVE BEEN ESTABLISHED IF YOU HAVE ANY QUESTIONS, OR IF YOU NEED ANY ASS ISTANCE, PLEASE DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949)453-5300. RWQCB REQUIRED INFORMAT ION A. B. C. D. E. F. THE AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS. NOT KNOWN: PUBLIC SIDEWALK IS LIGHTLY USED BOUNDARIES TO THE PROPOSED USE SITE, FOOTPRINT OF ANY FACILITIES ON THE PREMISES, DRINKING WATER FOUNTAINS, AND ANY RECYCLED WATER OR POTABLE WATER IMPOUNDMENT TO BE USED. NO DRINKING FOUNTAINS WITHIN PROJECT NO IMPOUNDMENT WITHIN PROJECT. PROJECT LIMITS SHOWN ON DRAWINGS INCLUDING CONVERSION OF DOMESTIC WATER FOR MEDIAN TO RECYCLED WATER. THE PERSON OR PERSONS RESPONSIBLE FOR THE OPERATION OF THE RECYCLED WATER SYSTEM AT EACH USE AREA. MIKE PISANI, MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR 949 644 3055 THE SPECIFIC USE TO BE MADE OF THE RECYCLED WATER AT EACH USE AREA. SLOPE AND ME DIAN CONVERSION. THE METHODS TO BE USED TO ASSURE THAT INSTALLATION AND OPERATI ON OF THE RECYCLED WATER SYSTEM WI LL NOT RESULT IN CROSS CONNECTIONS BETWEEN THE RECYCLED WATER AND THE PO TABLE WATER PIPING SYSTEMS. DESCRIBE THE PRESSURE TEST DONE BEFORE INSTALLATION OF THE METER. EXISTING DOMESTIC FAC ILITIES WILL BE ABANDONED NEW AND CONVERTED SYSTEMS TO BE UPGRADED FROM EXISTING RECYCLED INFRASTRUCTURE. PIPE LOCATIONS OF BOTH RECYCLED WATER AND POTABLE SYSTEMS, OR BRIEF EXPLANATION FOR TH E EXCLUSION OF SYSTEM NOT SHOWN. UTILITIES SHOWN ON DRAWINGS EQ UIPMENT LOCAT ION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA · ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). 2 AUTOMATIC CONTROLLER AND ALL OTHER ABOVE GROUND IRRIGATION EQUIPMENT LOCATIONS SHOWN ON TH IS DRAWING ARE APPROXIMATE. STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE T HE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE, ETC. LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF IRRIGATION EQUIPMENT SHALL BE APPROVED BY THE OWNER. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. APPROVAL FOR ONS!TE RECYCLED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT (IRWD) FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE !RWD DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK #: ____ _ ONSITE APPROVAL: ________ _ DATE: ____ _ TDliG~~fiT MNW\NVlfVVWV\NW ~ ~V,MM. DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C-8176-1 --... a) N --... aJ 0 "' " -0 u CJ) 0 N z <! ...1 0.. z O · F <! C) n:: n:: 0 I -0 0 Ll") I ...1 <t I ,--------------------------------~--,------,----------------------~---~-----------,-----------------------------------4,, "' ,..., APPROVAL RECOMMENDED: IRRIGATION NOTES MACARTHUR BLVD SLOPE LANDSCAPING BGB I DES IGN GROUP Landscape Architecture Planning Urban Design 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc,com DESI GNED: DRAWN : AG NN N I .c {/J PA TRICK ARCINIEGA 10 RCE 70740 STATIONS 160+50 TO 173+00 ci'. * o?i6,2017 , * SENIOR CIVIL ENGINEER l-------------------------,----------45 '"fu bate .,-, P 5242 s "' ~-"'"'•~~"''" CITY OF NEWPORT BEACH 1------_-_ _,i CHEC OF 1, DATE: __ ...,0:.::8.t..c/2.,8'-'-/-'-'17c.___ 0:: KEO: DATE: CAL PUBLIC WORKS DEPARTMENT SHEET 7 o-, 11 ,,. AG 07/06/2017 NO. DATE DESCRI PTION OF REVISIONS APPROVED '-------------------------------------------------------------------'------'----'---'--'---------------------..L..---'------'----------------------'-----'------------'-------------------------'--------_.,o 100% SUBMITTA~/ I \ NOTE: CONTRACTOR MAY USE PRE-FABRICATED TRIPLE SWING JOINT ASSEMBLY AS APPROVED BY THE LANDSCAPE ARCHITECT (I) FINISH GRADE ® POP-UP SPRAY HEAD 6" MIN. I 12" MAX. 5~0:--( 4 6 7 ffi i5 '-' 1' - "3\ SCH 40 PVC. S x S x T FITTll'iG ~ LATERAL x SPRINKLER INLET SIZE ©PVC.SCH 80 NIPPLE @TEFLON TAPE THREADS ©PVC.LATERAL 0 PRE-ASSEMBLED SWING JOINT WITH TWC POLY ELLS (THREADED x INSERT) AND 6" POLY TIJBING. SIZE PER SPRINKLER OUTLET @HARDSCAPE NOTE: TEFLON TAPE ALL CONNECTION S LAWN/ SHRUB POP-UP (TRIPLE SWING JOINT) 'A"µ(.:..:R=-EC::.:LA=-::.:.IM:.:.::E==D:1.) ___________ _ ~ SCALE: NTS SECTION PD-SH-SL0-1 2 (I) FINISH GRADE @PVC UNION © PVC MALE ADAPTER { 2 REQUIRED) 0 ONE CUBIC FOOT 314" CRUSHED ROCK. © 8" DIA CL. 160 PVC SLEEVE WI FLARED @RECTANGULAR PLASTIC VALVE BOX, WI LOCKING PURPLE PLASTIC COVER BRANDED "GV' BOTTOM CONTACTING SUPPLY LINE. ® PVC FEMALE ADAPTER © GATE VALVE OR BALL VALVE WI ROUND HANDLE (AS SPECIFIED) @FILTER FABRIC ® PVC MAIN LINE @PURPLE CHRISTY ID TAG 1 (ID-MAX-P-2-RC-006) . ·' 1k c"::,.,.'P...,_i= if= ..-+~~~rl4 ·,." ,, :( • .-.,,l ' /;;.~;1:?:fQ:t~:::f.lA1~-S;t\t?\. NOTE: INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 112" IN TURF AREAS BALL OR GATE VALVE-2 1/2" OR LESS (RECLAIMED) SCALE: NTS. PD-SH-SL0-2:5 SECTION LATERAL PIPES FINISH GRADE MAIN LINE & CONTROL WIRES UNDER PAVING DIMENSION A DIMENSION A B f-----1--+---; ALL HEADS (UNLESS lZ" 24" 4" OTHERWISE SPEC'D) AIN LINE AND CONTROL WIRE N AVERAGE SOIL CONDITIONS. 'A' IS MEASURED BELOW AGGREGATE BASE OF PAVING. P RP DIMENSION (PIPE) A U LE NOTE: WHERE RECLAIMED PIPE LATERAL LINE-UP TO 3" SIZE 18" CROSSES POTABLE WATER , SEE SECTION 24.. PROVIDE SLEEVING OR Ll>.Z...--' 'B' FOR UNDER 4", 6", & 8" SIZE .. CLEARANCE PER GOVERNING PAVING '---'-------'----' CONDITION AGENCY SPECIFICATIONS SECTION A FINISH SURFACE NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION A IN PAVED AREAS. CU UF TRACER WIRE #14 AWG SOLID CHRISTY PURPLE POLY WRAP SAND BACKFILL SCH. 40 P.V.C., 2X MAINLINE~f-~ ~~ ..-,t,,',-,!'-rll_.,..--LINE SIZE 1c~7 _"':~~: .. :""'_-~(:. 1 i\;:;i.,;J: __ ~1~~t~~i:ii~~ ;~:.:.:.n1t11.d~=r:i~R!ffi%' ALL PAVING 2-1/2" SECTION B MIN. FINISH GRADE A PURPUE --+-MAIN LINE -1 :T~ :;w..,.,~. I ,cc;-rl_b-1 "~ 1.::;::UrniU:;:;:;11 =-= ::--- SECTION C CONTROL WIRES TAPED AT 10' INTERVALS BELOW MAINLINE. PIPE SLEEVING AND TRENCHING -RECLAIMED SCALE: N.T.S. PD-SH-SL0-19 DIAL BEFORE YOU DIG lOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERl SECTION G) WATER BASIN INSTALLED AROUND PLANTING PIT @ ROOTBALL OF SHRUB GROUNDCOVER OR TREE (D BUBBLER NOZZLE @ 1/2" X 6" SCH. 80 PVC NIPPLE ([) 1 /2" FIPT TX T SCH. 40 ELBOW AND (2 REQUIRED) @ FINISH GRADE ON SLOPE (?) 1/2" X 8" PVC SCH. 80 NIPPLE (2 REQUIRED) @ SCH . 40 1/2" STREET ELBOW TX T (3 REQU IRED) @ #4 X 18" VINYL COATED REBAR "J" HOOK @) PURPLE NON-PRESSURE LATERAL LINE @ RECYCLED WATER WARNING STICKER RECLAIMED BUBBLER FOR TREES ON SLOPES SCALE: 1" = 1" PER LOCAL WATER DISTRICT STANDARDS (I) FINISH GRADE ® 1 114" (CONNECT WI BASKET STRAINER. MASTER VALVE ASSEMBLY COMM. CONDUIT & SWEEP ELLS @PLASTIC VALVE BOX, WI PURPLE LOCKING COVER BRANDED "FS" © FLOW SENSOR REFER TO PLANS AND SPECIFICATIONS ® PVC MAIN LINE © PVC MALE ADAPTER (2 REQ.) 5 0 ON E CUBIC FOOT 3/," CRUSHED ROCK ® 8" DIA. CL 160 PVC SLEEVE WI FLARE BOTTOM CONTACTING SUPPLY LINE. ® BELDEN 119883 CABLE (SENSOR LEADS TO DATA RECORDER) @coNDUIT BUSHING @3M DBY-6 DIRECT BURY SPLICE KIT WI SKOTCHLDK SPRING CONNECTORS 1" IN TURF AREAS 2" IN SHRUB AREAS Ox PIPE DIA. 5x PIPE DIA. MIN. UPSTREAM MIN. DOWNSTREAM ( F '!...._FL_O_W_S_EN_S_O_R___,__(R_E_C_LA_I_M_E_D,_) ------- .... , SCALE: N.T.S. SECTION PD-SH-SL0-08 13 ¼" IN ORDER TO CONSERVE WATER ... Ill RECLAIMED WATER IN USE 111 NOTE: DO NOT DRINK WASH HANDS AFTER CONTACTING 1. LETTERS SHALL BE WHITE COLOR 2. BACKGROUND SHALL BE PURPLE (PANTONE 512) 3. SIZE OF SIGN SHALL BE 9 ¾" X 13 ¼" 4. CHRISTY ID-SIGN 6 OR EQUAL ® NO TOME EL AGUA LAVESE SUS MANOS DESPUSE DEUSAR '----GALVANIZED CHANNEL STAKE- EMBED INTO GRADE 18" AND PROVIDE 9" x 18" CONCRETE COLLAR FOOTING. PROVIDE TAMPER-PROOF GALVANIZED BOLTS J RECLAIMED WATER SIGN SCALE: N.T.S. PD-SH-SL0-26 SECTION 6 7 --=1 I I::: ',1 !---•-! j [--! l. ij~-: :1~]j : ~M~~-!T ' ' ••••• ··1 1 ·--, I -·-·--; I ,---• l-:1 _i.=;:;_L 1-, , ,---1 1 8 ~ ~@ ~ NOTE: 1. BUBBLER SHALL BE PLACED TO IRRIGATE DIRECTLY ADJACENT TO PLANT ROOTBALL 2. PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH BUBBLER LINES RUNNING PERPENDICULAR TO SLOPE AS SHOWN ABOVE. 3. ALL IRR IGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. (I) FINISH GRADE 0 PURPUE RECTANGULAR VALVE BOX REFER TD SPECIFICAT IONS @WIRE LABEL © CONTROL AND/OR COMMON WIRE. MAKE WATERPROOF WIRE CONNECTION PER DETAIL 'H'. ® PEA GRAVEL BACKFILL (ONE CUBIC FOOT MINIMUM) © FILTER FABRIC ( G "~}-S_P_L_IC_E_;/_P_U_L_L_B_O_X_,_(R_E_C_LA_IM_E_D..!,.) _____ _ .._ ·, SCALE: N.T.S. SECTION 38" 12' PD-SH-SL0-22 Green Product Sales Assembly with concrete base 4"min 6"min tl:;ft-:=:=c==-----1 6 _,----j 7 --® ~-G> LI---c----+---,_10 : ' ---------® 1. 16" top entry 2. Controller 3. Power switch/GFI receptacle 4. Master valve relay assemply or pump start relay assembly (optional) 5. Terminal Board 6. Remote Receiver Connector 7. 1" PVC conduit for 120 VACfrom metered power supply 8. PVC conduit tor control wires , size as re.quired 9. Fill voids w ith 3/8'1 Pea Gravel 10. 1~1 /4u PVC conduit for flow sensor cable PAIGE CABLE P -7162 • D 11. Poured concrete base 2'-0" " Note all grounding requirements for controller assemblies shall conform to local electrical codes. CONTROLLER ASSEMBLY -TOP ENTRY SCALE: 1" = 1" VIEW G) CONTROL VALVE (v FINISH GRADE OF TURF @ FINISH GRADE OF SHRUB AREA © 3M DBY-6 DIRECT BURY SPLICE KIT WI SCOTCHLOK SPRING CONNECTORS © PVC SCH 80 ELL @ PVC SCH 80 MALE ADAPTER (TWO REQUIRED) (D PVC SCH 80 NIPPLE © PURPLE CHRISTY 1.D. TAG . © MULCH BED @) PLASTIC RECTANGULAR VALVE BOX W/ LOCKING PURPLE COVER. USE STAINLESS BOLT, NUT AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV'' AND CONTRDL STATION # ONTO UD @ ONE CUBIC FT. CRUSHED ROCK @ P.V.C. MAINLINE @) P.V.C. SCH 80 TEE (BJ COMMON AND CONTROL WIRES @ 24" MIN. EXPANSION LOOP 12 @ @ P.V.C UN ION (SxS) @ @ FILTER FABRIC REMOTE CONTROL VALVE (RECLAIMED) SCALE: 1" = 1" 6 BASKET STRAINE R/ MASTER VALVE ASSEMBLY SCALE: NTS VIEW NOTE: TEFLON TAPE ALL CONNECTIONS 0 FINISH GRADE IN TURF AREAS ® PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QC" ONTO LID. SEE LEGEND / SPECS FOR BOX COLOR @ QUICK COUPLER KEY (ACME THREADS) WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX © FINISH GRADE IN SHRUB AREAS © QUICK COUPLER VALVE WITH ACME THREADS, SEE UEGEND FOR SPEC. © STAINUESS PUNCH LOK CLAMPS (2 REQ.) 0 BRASS NIPPLE (LENGTH AS REQ) @ BRASS TRIPLE SWING JOINT (SIZE PER QVC) USE TWO STREET ELLS, ONE THREADED ELL FOR ASSEMBLY © MAI NLINE (SEE LEGEND/SPECS.) @ #4 x 36" REBAR STAKE @ LANDSCAPE FILTER FABRIC @ 3/4" ROCK, 1 CUBIC FT QUICK COUPLING VALVE (RECLAIMED) SCALE: N.T.S. PD-SH-SL0-07 0 CARSON #2460 SERIES 18" DEEP PLASTIC VAULT W/12:' EXTENSION AND PLASTIC BOLT-DOWN COVER HEAT BRAND "POC" ONTO COVER @ FROM WATER METER -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS @) FLANGED BASKET STRAINER PER LEGEND 0 MASTER PRESSURE REGULATING CONTROL VALVE PER LEGEND ([) FLANGED GATE VALVES PER LEGEND @ CHRISTY RECLAIMED I.D. TAG (D TO IRRIGATION SYSTEM @ LEEMCO FLANGED JOINT RESTRAINT SYSTEM @ LEEMCO REDUCER (BELL X BELL) @ TYPE V CEMENT, 2500 PSI CONCRETE PAD 4" THI CK @ 3/4 INCH DIAMETER ROCK, 6 INCHES DEEP @ LANDSCAPE FABRIC @ PIPE SUPPORT (GRINNEL) @) FINISHED GRADE @ BRICK SUPPORTS AT EACH CORNER SECTION @ 1 1/4" CON DUIT FOR THE MASTER VALVE WIRES TO THE CONTROLLER (ESTABLISH SPLICE CONNECTION WITH EXISTING CONDUIT) \ E Q. t') sj- ,.... ,:::_ CD N "' CD 0 O> 3 "O (/) ...J r-w 0 I 0 Q:'. 0:: 0 ! 0 -0 "' I ...J <l'. I / w 0.. 0 _J If) 0:: ::i I r-Q:'. <l'. u <l'. ::;; / "' ~ 0 (L D c:: > 0 0 0 I a, sj- 0 "' O> c:: APPROVAL RECOMMENDED: C-8176-1 :'.'- r-------------------------------~--~-----.----------------------.-----.------------.---------------------------------t~ -0 BGB I DESIGN GROUP Landscape Architecture Planning Urban Design 31B5 C1 Airway Avenue Costa Mesa, CA 92626 P: 714--545~2898 F: 714-545--2878 bgb•inc.com DESIGNED: DRAWN: AG NN * ignaturc * PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER IRRIGATION DETAILS MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 "' -.c " ~----'" CITY OF NEWPORT BEACH P-5242-S ~ r. oe CAL 1 ~0~ DA TE: ---"0"'-8 //..-'2e,8e;./_,_1 ,_7 --l---'--------1 ~ 1-----------------------...----------I/ CHECKED AG DAb~/06/2017 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 8 OF 11 / L___ ___________________________________ _J__ __ _,____:._-'---__L_ __________ __,__ _ _L___ _ ___[ ___________ ____, __ __.__ _____ --'--------------:1-=o--=o::':%c-S=u:-:-=s -::-,M=1r=r=-A-c-:L P-5242 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 C-8176-1 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 07/06/2017 2214 Signature Date AR T H UR D GUY III REGIST E R E D L A NDSCAPE AR C H I T E CT S T A TE OF CA L I F O R N IAEXP. 5/31 /2 0 1 8 90% SUBMITTAL 9 PLANTING PLAN 0 feet40 1" = 20' 20 60 80 N O R T H MA T C H L I N E - S E E A B O V E ST A T I O N 1 6 4 + 0 0 MA T C H L I N E - S E E B E L O W ST A T I O N S 1 6 0 + 5 0 T O 1 6 4 + 0 0 MA T C H L I N E - S E E S H E E T 1 0 S T A T I O N 1 7 0 + 5 0 NOTE: SEE SHEET 10 FOR PLANTING LEGEND. SEE SHEET 11 FOR PLANTING DETAILS AND NOTES. AS-BUILTS 06 / 04 / 2018 MACARTHUR BLVD 18 ' NEW STREET CL PARCEL LOT LINE TRACT MAP 12105 25 ' 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON A A A A A AA A A A AAAA A A A A A A A A A A A A A A A A A A AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AA A A A A A AA A A AAAAAA AAAAAAAAA AAA AA RRRRRRRRRRRRRR R R RR R R R RRRRRRR R R RR R R R R R R R RRRRRRRRRRRR R R R R R R R R R R R R R R R R R R R RRRRR RRR R R RRRRRRRRRRRRRRRRRRRRRRRRRRR R PI-04 PI-02 PI-01 PI-03PI-05 PI-06 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AAAAAAAAAAAAAAAAAAAAAAA A A A A A A A A A A A A A A A A A A A A A AAAAAAAAAAAAAAAAAAA A A A A A A A A A A A A AAAAAA A AAAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AAAAA A A A A A A A A A A A A A A A AAAAA A A A A A PI-06 PLANT LIST: ·5 GAL XYLOSMA CONGESTUM ·5 GAL ESCALLONIA COMPACTA ·1 GAL LIRIOPE MUSCARI 'MAJESTIC' @ 18" O.C. ·15 GAL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' ·5 GAL STRELITZIA REGINAE ·1 GAL MYOPORUM PARVIFOLIUM @ 5' O.C. SYMBOL DESCRIPTION ALL SLOPE AREAS SHALL RECEIVE WEED ABATEMENT PROGRAM PRIOR TO PLANTING (SEE SHEET 11 OF 11) FEATHER GRADE TO REMOVE 3" OF SOIL (18" WIDE) BEHIND CURB/SIDEWALK TO ALLOW PLACEMENT OF MULCH COVER ALL SLOPE AREA SHALL RECEIVE 3" DEPTH OF 3" MINUS `FOREST FLOOR` MULCH REMOVE VOLUNTEER EUCALYPTUS AND STUMP GRIND TAP ROOT GRUB AND CLEAR EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED IDENTIFY AND PROTECT IN PLACE EXISTING ACACIA LONGIFOLIA / RHUS INTEGRIFOLIA REPLACE ANY DAMAGED PLANT MATERIAL IN KIND DUE TO IRRIGATION TRENCHING AND CONSTRUCTION. CONTRACTOR SHALL PROVIDE SCHEDULE OF VALUES FOR ACTUAL DAMAGED REPLACEMENT MATERIALS. PI-01 PI-02 PI-03 PI-04 PI-05 PI-06 PI-07 PLANTING KEYNOTES MACARTHUR BLVD NEW STREET CL EX R/W PER PARCEL MAP 2000-132 PARCEL 2 LIMITS PER PM 2000-132 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON EASEMENT TO THE CITY OF NEWPORT BEACH FOR SLOPE PURPOSES A AAA AAAAAAAAAAAAAA AAAAAAAAA AAAAAAAAAAAAAAAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AAA A A A A A A A A A A A A AAAAAAAAAAAAAAAAAAAA A A A A A A A A PI-01 PI-02 PI-03 RR RR R R R R R R R R R R R R R RRRRRRRRRR R R R R R R R R R R PI-07 PI-07 PI-06 ------ ------------ ------ ------ -- --------- ---------- --- ---------------------- ------------- ------------ - ---------- ---------------------- ------- ----------- ---------- ---------- -------------- ----------- --- - - ------------- - ----- ---------------- -------------------------- 1------------------ -- -----------------_ --_, -_-_,-_-_ -;,---___ ---------------,_ ,_, ----------------------------------------------------------------I ------I I ----------- ------------ I • •• • 166+50 167+00 167+50 1)0 • 164;50 --165+00 165+50 _ _ __ 1_66+00_ ---~ ------+-------------,------------,~- CO'' --~ ------------0------r- --------~------,-1 I I I I jj BGB I DESIGN G~~D~i~ Architecture Planning Landscape * ---------- -----------------------~ a, " + a, _,,,. u, '-J [XJ n NO. -------- -------- ------- DATE DESCRIPTION OF REVISIONS --------- ---------- ------------ ----------- DESIGNED: APPROVED CHECKED: ---------- DRAWN: AG NN DATE: AG 07/06/2017 0 0 0 0 0 0 0 - DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG l-B00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET OF E 0 0) 0) ro ,;:::_ ..-0 -...__ co 0 "' " " u "' 0 N z <( __J o._ ('.) z f--z <( __J o._ ~ __J ::::, m (f) <( -0 I 0 -0 "' -I __J <( :r: / ('.) :s: 0 (f) f-- __J ::::, m (f) <( / ~ __J ::::, m I (f) <( / "' u 0 0 C 0 -u ::, L U) C 0 u N 0 / (f) ('.) z :s: <( "' 0 / " CL 0 (f) L ::, .c -L <( u 0 2 / "' " -0 u 0 "' "' <( "' C 0 > w " ·,: 0 ~ 0 " wo z--1-...J <( :c l-o (f) I-<( :a: NOTE: SEE SHEET 10 FOR PLANTING LEGEND, SEE SHEET 11 FOR PLANTING DETAILS AND NOTES. 0 20 1" = 20' 40 I 60 r 80 feet I jj NORTH ...J (f) IZ oo I--<( I-~ ;:: if) PLANTING KEYNOTES SYMBOL DESC RIPTION ALL SLOPE AREAS SHALL RECEIVE WEED ABATEMENT PROGRAM PR IOR TO PLANTING (SEE SHEET 11 OF 11) FEATHER GRADE TO REMOVE 3" OF SOIL (18" WIDE) BEHIND CURB/SIDEWALK TO ALLOW PLACEMENT OF MULCH COVER ALL SLOPE AREA SHALL RECEIVE 3" DEPTH OF 3" MINUS 'FOREST FLOOR' MULCH REMOVE VOLUNTEER EUCALYPTUS AND STUMP GRIND TAP ROOT GRUB AND CLEAR EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED IDENTIFY AND PROTECT IN PLACE EXISTING ACACIA LONGIFOLI A / RHUS INTEGRIFOLIA REPLACE ANY DAMAGED PLANT MATERIAL IN KIND DUE TO IRRIGATION TRENCHING AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SCHEDULE OF VALUES FOR ACTUAL DAMAGED REPLACEMENT MATERIALS . PLANT LIST: • 5 GAL XYLOSMA CONGESTUM • 5 GAL ESCALLONIA COMPACTA • 1 GAL LIRIOPE MUSCARI 'MAJESTIC'@ 18" 0,C • 15 GAL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' • 5 GAL STRELITZIA REGINAE • 1 GAL MYOPORUM PARVIFOLIUM @ 5' O.C, DIAL BEFORE YOU DIG TOLL FREE liwo WORKING DAYS BEFORE YOU DIG 1-800 -227-2600 A PUBLIC SERVICE Bl UNDERGROUND SERVICE ALERT I I I I I I I I 0 ..- I- I w w 0 I IO I if) + 0 w I'-.. w ..- (f) z ,o w- z~ ...J I-IOO 0 I-<( ~ L -0 E (l w ... O' '< TI u "' 0 N z <( _J 0.. 0 z i= z <( _J 0.. D I 0 ~ I ,-------------_;;:_:--i--r-----r-------------,--~:;;:;;:::;;:~~::-:;;::;:;:-,-------------~C:::-~8~17~6~-~1 J{ __.-APPROVAL RECOMMENDED: ~ 8 GB I DESIGN GROUP ~•.9_.,.,,"'"'..,,..08c.,.__~•c ~ PLAN T ING PLAN ;::J Landscape Archi1ectur0 Planning Urban Design 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714·545-2878 bgb-inc.com DESIGNED: DRAWN: AG NN CH ECKED: DATE: AG 07/06/2017 ~ ~D~ ~ I / :I' 2214 ',, 1, MACARTHUR BLVD SLOPE LANDSCAPING ii _ ~ PA TR ICK ARCIN IEGA _o ,I--·-Sigoalu,e * RCE J0?40 STATIONS 160+50 TO 173+00 ,]. NO DATE DESCRIPTION OF REVISIONS APPROVED SENIOR CIVIi. ENGINEER u 1------------------------~----------4/ DA TE: __ 0~8~/=28=/~1~7 __ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5242-S "' -0 1-----------<ci: SHEE T 9 OF 11 -:.· 0 100% SUBMITTAL \ P-5242 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MACARTHUR BLVD SLOPE LANDSCAPING STATIONS 160+50 TO 173+00 C-8176-1 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com 07/06/2017 2214 Signature Date AR T H UR D GUY III REGIST E R E D L A NDSCAPE AR C H I T E CT S T A TE OF CA L I F O R N IAEXP. 5/31 /2 0 1 8 90% SUBMITTAL 10 PLANTING PLAN 0 feet40 1" = 20' 20 60 80 N O R T H NOTE: SEE SHEET 10 FOR PLANTING LEGEND. SEE SHEET 11 FOR PLANTING DETAILS AND NOTES. MA T C H L I N E - S E E S H E E T 9 ST A T I O N S 1 7 0 + 5 0 T O 1 7 3 + 0 0 MA T C H L I N E - S E E B E L O W MA T C H L I N E - S E E A B O V E AS-BUILTS 06 / 04 / 2018 TREES BOTANICAL NAME / COMMON NAME SIZE QTY DETAIL PINUS ELDARICA / AFGHAN PINE 24"BOX 33 C/11 SHRUBS BOTANICAL NAME / COMMON NAME SIZE QTY DETAIL ACACIA REDOLENS `LOWBOY` / BANK CATCLAW 1 GAL 574 A/11 MUHLENBERGIA RIGENS / DEER GRASS 1 GAL 492 B/11 RHUS INTEGRIFOLIA / LEMONADE BERRY 5 GAL 191 B/11 GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE SPACING QTY DETAIL 3" COARSE SHREDDED BARK 1 GAL 1,695 SF A R PLANT SCHEDULE A & B/11 A & B/11 A & B/11 (VEHICULAR ACCESS AREA) SYMBOL DESCRIPTION ALL SLOPE AREAS SHALL RECEIVE WEED ABATEMENT PROGRAM PRIOR TO PLANTING (SEE SHEET 11 OF 11) FEATHER GRADE TO REMOVE 3" OF SOIL (18" WIDE) BEHIND CURB/SIDEWALK TO ALLOW PLACEMENT OF MULCH COVER ALL SLOPE AREA SHALL RECEIVE 3" DEPTH OF 3" MINUS `FOREST FLOOR` MULCH REMOVE VOLUNTEER EUCALYPTUS AND STUMP GRIND TAP ROOT PI-01 PI-02 PI-03 PI-04 PLANTING KEYNOTES MACARTH U R B L V D NEW STREET CL NEW R/W 18 ' NEW STREET CL NEW R/W EXIST R/W EASEMENT FOR SLOPE PURPOSE (CALTRANS RIGHT-OF-WAY) 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON EASEMENT FOR SLOPE PURPOSE (CALTRANS RIGHT-OF-WAY) 25-FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON 18-FOOT DEDICATION FOR MACARTHUR BOULEVARD A A A A A A A AA A A AAAAAAAAAAAAAA AAAAAAAAAAAAA A AAAAAAAAAAAA AAAA A A A A A A A AA A A A A A A A A A A AA A R R R R RRRRRRRRRRRRRRR RR RR R RRRRRRRRR R RR R R R R RRR RRR PI-06 PI-06 A A A A A A A A AAAAAAAA A A A A A AAAAA A A A AA A A A PI-07 PI-07 * MYOPORUM ONLY PLANT LIST: ·5 GAL XYLOSMA CONGESTUM ·5 GAL ESCALLONIA COMPACTA ·1 GAL LIRIOPE MUSCARI 'MAJESTIC' @ 18" O.C. ·15 GAL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' ·5 GAL STRELITZIA REGINAE ·1 GAL MYOPORUM PARVIFOLIUM @ 5' O.C. GRUB AND CLEAR EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED IDENTIFY AND PROTECT IN PLACE EXISTING ACACIA LONGIFOLIA / RHUS INTEGRIFOLIA REPLACE ANY DAMAGED PLANT MATERIAL IN KIND DUE TO IRRIGATION TRENCHING AND CONSTRUCTION. CONTRACTOR SHALL PROVIDE SCHEDULE OF VALUES FOR ACTUAL DAMAGED REPLACEMENT MATERIALS. PI-05 PI-06 PI-07 SYMBOL DESCRIPTION ,.,..---:- --------- -------------------":'-~----------*------ --=--....,,_ - -- ~ -------------- ---- --=--------- - ---- ,-_.,.. - 173+50 _____ ------- _:_:_..+------- ----... ------- ------ --- 0 c!5 0 0 0 0 0 DIAL BEFORE YOU DIG TOLL FREE ------- TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ------- ..------; 0 0 0 I I I I I I I I I I I I I I I I I I I I I I E D 0 N 0) ro ,;:::_ ..-0 '-co 0 "' " " u U) 0 N z <( __J Q_ ('.) z f---z <( __J Q_ (J) f--- __J ::::, m (J) <( -0 I -0 -0 LI') -I __J <( :r: / ('.) :s: 0 (J) f--- __J ::::, m (J) <( / ~ __J ::::, m I (J) <( / U) u 0 0 C 0 -u ::, L -U) C 0 u N 0 / (J) ('.) z :s: <( "' 0 / " CL 0 (J) L ::, .c -L <( u D 2 / -------------------------------------------------------------------------------------------------1:,J jj BGB I DESIGN GROUP Landscape Architecture Planning Urban Design * * -D u 0 U) U) <( U) C D > w 1---+-------l------------------------1-------l~D~ES~IG~N~E~D---,-~DR~A-W_N_:--t---------------------r-------7 " ·,: 1----------1 D AG NN NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF 5" ~-------------------------------------------------------~-----------------------------· ----~------------------~--~ ____ A_G __ 0_7~/0_6~/_20_1_7 ____________________________ ~0 ~~ m8 f-+ !iJ~ ...- :r: 0 Cl) f- W a w i.n Cl) + I 0 w ,.._ z ..... -Cl) ....J z :r: 0 (.) -I-f- <( ~ 2 Cl) w > 0 a::i <( w w Cl) w z ....J :r: (.) f- <( 2 I I I . 1, I I I I I I I I I I I I I I I I 1· I I I I I I I I I I NOTE: SEE SHEET 10 FOR PLANTING LEGEND. SEE SHEET 11 FOR PLANTING DETAILS AND NOTE S. 0 r l 20 r 40 l 60 I 80 feet -, tiJ 1" = 201 NORTH PLANT SCHEDULE TREES BOTANICAL NAME/ COMMON NAME SIZE .( .. NW!t .. 1•1 'II;"" ~,ii,.. PINUS ELDARICA / AFGHAN PINE 24"BOX SHRUBS BOTAN ICAL NAME I COMMON NAME SIZE QTY DETAIL 33 C/11 QTY DETAIL I I I I I I I Is I~ I~ I~ -~ I :E .~ .~ I I I I I I I 0 C!5 ACACIA REDOLENS 'LOWBOY' I BANK CATCLAW 1 GAL 574 A & B/11 MUHLENBERGIA RIGENS / DEER GRASS 0 RHUS INTEGRIFOLIA / LEMONADE BERRY GROUND COVERS BOTANICAL NAME/ COMMON NAME 3" COARSE SHREDDED BARK (VEHICULAR ACCESS AREA) PLANTING KEYNOTES SYMBOL DESCRIPTION ALL SLOPE AREAS SHALL RECEIVE WEED ABATEMENT PROGRAM PR IOR TO PLANTING (SEE SHEET 11 OF 11) FEATHER GRADE TO REMOVE 3" OF SOIL (18" WIDE) BEHIND CURB/SIDEWALK TO ALLOW PLACEMENT OF MULCH COVER ALL SLOPE AREA SHALL RECEIVE 3" DEPTH OF 3" MINUS 'FOREST FLOOR' MULCH REMOVE VO LUNTEER EUCALYPTUS AND STUMP GRIND TAP ROOT DlirJ,:\itn 1 llli1f /'NVVl/v\N'INVV,1\NV\/'v\/1. /',,V\/I/V'./1/1/'l\/l/'NV'NV\/VV\ DIAL BEfORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG 1 GAL 492 A & B/1 1 5 GAL 191 A & B/1 1 SIZE SPACING QTY DETAIL SYMBOL DESCRIPTION GRUB AND CLEAR EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED IDENTIFY AND PROTECT IN PLACE EXISTING ACACIA LONGIFOLIA / RHUS INTEGRIFOLIA REPLACE ANY DAMAGED PLANT MATERIAL IN KIND DUE TO IRRIGATION TRENCHING AND CONSTRUCTION. CONTRACTOR SHALL PROVIDE SCHEDULE OF VALUES FOR ACTUAL DAMAGED REPLACEMENT MATERIALS. PLANT LIST: • 5 GAL XYLOSMA CONGESTUM • 5 GAL ESCALLONIA COMPACTA • 1 GAL LIR IOPE MUSCARI 'MAJESTIC'@ 18" O,C, • 15 GAL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' • 5 GAL STRELITZIA REGINAE • 1 GAL MYOPORUM PARVIFOLIUM @ 5' O.C. E Q_ r--~ r--- z <( _J CL Cl z c= z <( _J CL 0 I 0 0 TOLL FREE 1-800 -227-2600 "° A PUBLIC SERVICE BY ~ UNDERGROUND SERVICE ALERT C-8176-1 st ,---------------------------,--,------i------------------___::._::..:;::-:_::_:___::.____::._i-=,-=::-::-cc-:-:--=-::-:-.:-c,---::::-::-:::-::---.-------------------------=~::....:__:_::....:__:__j;:,- AFPROVAL RECOMMENDED: .c l:lGB I DESIGN GROUP Landscape Architecture Planning Urban Design 3185 C1 Airway Avenue Costa Mssa, CA 92626 P: 714-545-2898 F; 714-545-2878 bgb-1nc.com DESIGNED: DRAWN: AG NN CHECKED: DA TE: AG 07/06/2D17 * f---------+-----~--·-----------------+------, NO DATE DESCRIPTION OF RE VISIONS APFROVED PA TRICK ARCINI EGA RCE 7D740 SENIOR CIVIL ENGINEER UAlc: 08 /28/17 --~~--- PLANTING PLAN MACARTHUR BLVD SLOPE LANDSCAPING .c 1/) STATIONS 160+50 TO 173+00 D ~ Q_ u <( 1------------------------,---------1/, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5242-S 1/) 1---------1 a: SHEET 1 Q OF 11 // 100°/o SUBMITTAL~ \ 0 1 TO 15 GALLON SHRUB 0 3" BERMEO WATER BASIN 0 LINE OF EXISTING GRADE (2:1 ) © AMENDED SOIL FOR PLANTING - SEE PLANTING SPECIFICATIONS ® PLANT PIT EXCAVATION © NATIVE SOIL MANTLE 0 PLANT TABLETS PER SPECIFICATIONS ORGANIC SOIL CON DITIONER/ FERTILIZER: THE FOLLOWING ORGANIC SOIL CONDITIONER / FERTILIZER SHALL INCORPORATED INTO THE BACKFILL MIX: TRI-C 6-2-4 AT A RATE OF: 8"/1 GAL. CAN 2 TSP. 5 GAL. CAN 2 TBL. 15 GAL. CAN 4 TBL. SUPPLIED BY TRI-C ENTERPRISES, L.l.C. (800) 927-3311 SHRUB PLANTING ON SLOPE SCALE N.T.S. NOTE: STAKE TREE PARALLEL TO SLOPE. VIEW ABOVE IS FOR DOUBLE STAKE 1:::::=i:i:f:::~ C.ARIFICA TION ONLY. I I 2x DIAMETER - 8 SECTION 0 TREE· SEE PLANTING PLAN ® CINCH TI E BY V.I.T. PRODUCTS (1) PER SPECIFICATIONS 0 (2) 2 ½" DIA LODGE POLE PINE TREE STAKE-INSTALL NO CLOSER THAN 2" FROM ROOTBALL © LINE OF EXISTING GRADE (2 1) ® 3" BERMEO WATER BASIN © AMENDED SOIL FOR PLANTING -SEE PLANTING SPECIFICATION 0 PLANT PIT EXCAVATION -FLARE SIDES OF PIT TO 45° AN GLE © NATIVE MANTLE SOI L ® PLANT TABLETS PER SPECIFICATIONS ORGANIC SOIL CONDITIONER / FERTILIZER: THE FOLLOWING ORGANIC SOIL CONDITIONER / FERTILIZER SHALL INCORPORATED INTO THE BACKFILL MIX: TR I-C 6-2-4 AT A RATE OF: 8"/1 GAL. CAN 2 TSP. 5 GAL CAN 2 TBL 15 GAL CAN 4 TBL SUPPLIED BY TRI-C ENTERPRISES , LL.C. (800) 927-3311 i'c", TREE PLANTING ON SLOPE -DOUBLE STAKE '-~ SCALE: N.T.S. SECTION - G) SIDEWALK OR WALKWAY @ FOREGROUND PLANTING -SEE PLAN FOR SPAC ING AND TYPE (D SPRINKLER HEAD LOCATION 0 MAINTAIN 1/2 PLANT SPACING WIDTH FROM HEAD LOCATION, MINIMUM (I.E. FOR A 3' O.C. SPACING -MAINTAIN 18" CLR.) @ BACKGROUND PLANTING -SEE PLAN FOR SPACING AND TYPE @ MAINTAIN 1/2 PLANT SPACI NG WIDTH FROM HEAD LOCATION, MINIMUM (I.E. FOR A 5' O.C, SPACING· MAINTAIN 30" CLR.) (z) TOP OF SLOPE, TYPICAL 3' MIN. PLANT SET BACK MAINTAIN 1/2 PLANTI NG SPACING FROM IRRIGATION HEAD SHRUB SPACING AT IRRIGATION HEADS SCALE: N.T.S. DIAL BEFORE YOU DIG PLAN TWO WORKING DAYS BEFORE YOU DIG TOLL fREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BGB I DESIGN GROUP Landscape Architecturo Planning Urban Design 3185 C1 Airway Avenue Costa Mesa, CA 92626 P: 714·545-2898 F: 714-545-2878 bgb-inc.com DESIGNED: DRAWN: AG NN CHECKED: DATE AG 07/06/2017 NO. GENERAL PLANTING NOTES: 1. INSTALL 2" DEEP MINIMUM 'FOREST ORGANIC' MULCH AS TOP DRESSING IN ALL SLOPE AREAS AT INITIAL PLANT INSTALLATION, AVAILABLE AGUINAGA FERTILIZER, 949-786-9558. MULCH SHALL BE CONTINUOUSLY MAINTAINED AND REPLACED AS NECESSARY. 2. INSTALL 3" DEEP MINIMUM COARSE SHREDDED BARK AT VEHICULAR ACCESS AREA AS NOTED ON DRAWING. 3. AMENDED BACKFILL SHALL BE USED FOR INCREASED SOIL PENETRATION AND PLANT HEALTH. SOIL AM ENDMENTS AND QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. 4. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED DIAGRAMMATIC. ALL APPLICABLE CITY SPECIFICATIONS AND STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO PLANTING. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS ON-SITE. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND VINES SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF DEEMED NECESSARY. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT PLANT HEIGHTS ABOVE GRADE. 7. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA NURSERY ASSOCIATION WITH REGARD TO SIZE AND CONDITION. REFERENCE NOTES: 1. SEE PLANTING DETAIL SHEET 9 FOR PLANTING DETAILS & NOTES 2. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS TREE PLANTING NOTES: 1. ALL TREES SHALL BE STAKED/ GUYED PER APPROVED LANDSCAPE STANDARD DETAILS. SEE PLANTING DETAIL SHEET. 2. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN FI ELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL BE MADE ACCORD INGLY. PLANT QUANTITIES: CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND HAVE BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE HIS OWN QUANTITIES FOR BID PREPARATION. ANY DISCREPANCIES IN PLANT QUANTITIES AND SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. PLANT INSTALLATION 1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY ON-SITE INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY PRIOR TO PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT BY THE DISCRETION OF THE LANDSCAPE ARCHITECT. 2. PRIOR TO PLANTING. PLANTS SHALL BE LOCATED ABOVE GRADE ON SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING OR FLAGGED PER SPECIES PER THE APPROVED PLANTING PLAN. 3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS TO INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL. CLEARING AND GRUBBING: 1. WORK SHALL BE CONDUCTED IN CONFORMANCE WITH SSPWC LATEST EDITION, SECTION 300-1 CLEARING AND GRUBBING. 2. CAREFUL ATTENTION SHALL BE MADE TOPRESERVE ALL EXISTING TREES AND SHRU MASSING NOT INTENDED FOR REMOVAL 3. PRUNING STANDARDS: PRUNE TREES ACCORDING TO ANSI A300 (PART 1) AS FOLLO' 3.1. TYPE OF PRUNING: REMOVE DEAD WOOD FROM EXISTING TREES TO REMAIN. 3.2. CUT BRANCHES WITH SHARP PRUNI NG INSTRUMENTS; DO NOT BREAK OR CHOI 3.3. CHIP REMOVED TREE BRANC HES AND STOCKPILE IN AREAS APPROVED BY CONSTRUCTION MANAGER OR LEGALLY DISPOSE OF OFF-SITE. 4. DISPOSAL REMOVE EXCESS EXCAVATED MATERIAL AND DISPLACED TREES IN ARE1 APPROVED BY CONSTRUCTION MANAGER OR LEGALLY DISPOSE OF OFF-SITE. 5. FOLLOWING THE CLEARING AND GRUB PROCESS , THE CONTRACTOR SHALL INSTALL FILTER SOCK BERM AT THE TOE OF SLOPE (TWO FEET FROM BACK OF CURB) PER Tr FOLLOWING GUIDELINE: PRODUCT NAME: SILT SNAKE COMPOST FILTER SOCK BERM (8' DIAMETER BY 85' IN LENGTH) MANUFACTURER: US EROSION CONTROL PRODUCTS INC., AN L & M SUPPLY COMPAi (PHONE: 800-948-7870) OR EQUAL 1.1. THE SILT SNAKE SHALL BE INSTALLED IN THE FOLLOWI NG POSSIBLE AREAS: SEDIMENT/ PERIMETER CONTROL. 1.2. HARDWOOD STAKES (AT LEAST 36' X 1.5' X 1.5") SHOULD BE INSTALLED EVERY ON CENTER ALWAYS STAKE 1' FROM THE STARTING END OF THE SILT SNAKE I THEN, INSTALLING EVERY 10' UNTIL THE END. ONE LAST STAKE SHOULD BE INSTALLED 1' FROM THE ENDING POINT OF THE SILT SNAKE. HARDWOOD STAK MUST BE AT LEAST 12" STAKED BELOW THE SURFACE AND THE TOP OF THE Sl SHOULD BE AT LEAST LEVEL WITH THE TOP OF THE SILT SNAKE TUBULAR ROL HARDWOOD STAKES CANNOT BE USED TO SECURE SILT SNAKE DUE TO BEING INSTALLED ON PAVEMENT OR EXTREMELY COMPACTED SOILS, USE CONCRETI BLOCKS BEHIND SILT SNAKE EVERY 10' ON CENTER 1.3. THE SILT SNAKE IS NOT INTENDED TO BE TRENCHED IN. INSTALL SILT SNAKE DIRECTLY ON THE SURFACE. FOR ADDED PROTECTION, BACKFILL LOOSE COMPOST ALONG THE UPSLOPE SIDE OF THE SILT SNAKE. THIS WILL IMPROVE FILTRATION AND SEDIMENT CONTROL. 1.4. SILT SNAKE HEIGHTS IN THE FIELD SHOULD BE AS FOLLOWS: 8" DIAMETER= 6. HIGH. WEED ABATMENT PROCEDURES: 1. MANUALLY REMOVE WEEDS AND WINTER GRASS VEGETATION AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MANNER 2. FOLLOWING INSTALLATION OF IRRIGATION SYSTEM AND CONTINUED OPERATION F ( 1) WEEK. APPLY BIOSAFE SYSTEMS 7600-2.5 AXXE BROAD SPECTRUM HERBICIDE (1 APPROVED ORGANIC NON-GL YPHOSATE OR EQUAL) TO THE SCOPE AREA, NO WAT SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION Of CONTACT WEED KILLER. 3. ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS ARE DEAD. 4. REPEAT THE ABOVE PROCEDURE AFTER ANOTHER TWO WEEK PERIOD OF WA TERI AND APPLY WEED KILLER WHERE RESIDUAL WEEDS HAVE GERMINATED. 5. CLEAR ALL DESICCATED WEEDS FROM THE SITE. FOLLOWING PLANTING OF NEW SHRUBS, GROUNDCOVER AND TREES, FINE GRADE AS REQUIRED TO PRESENT A CONSISTENT SLOPE PLANE. 6. CONTIN UE WEED ERADICATION BY MANUAL OR SPOT CHEMICAL METHOD FOR THE DURATION OF THE POST INSTALLATION MAINTENANCE PERIOD. APPROVAL RECOMMENDED: DATE DESCRIPTION OF REVISIONS APPROVED PA TRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DATE: -~0=8/~2=8/~17 __ PLANTING DETAILS MACARTHUR BLVD SLOPE LAN[ STATIONS 160+50 TO 173+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT