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7949 u y / 'A STREETSCAPEPLANS FOR r r ENCI NITAS RANCH SECTIONS OF LEUCADIA BLVD, . & QUAIL GARDEN DRIVE SHEET INDEX LOT ! LOT 64 / W40L SHEET TITLE SHEET NO ,f NO, tl ®/ 1 TITLE SHEET 38 569 LAYOUT PLANS 39 - 40 L6 T IRRIGATION PLANS 41 - 46 IRRIGATION NOTES & DETAILS 47 - 48 DECLARATION OF RESPONSIBLE CHARGE 1 HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, .�,� �/ W I IRRIGATION SPECIFICATION 49 - 50 THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS -LOT o PLANTING PLANS 51 - 56 DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE ' ✓ I DESIGN IS CONSISTENT WITH CURRENT STANDARDS. / /� LOT Q ' PLANTING NOTES�� & DETAILS 57 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE LOT I LOT 60 0, (0) _4o I PLANTING S P E C I F I C A T ( ® N 5 8 CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL 5 4 / 5 S / ♦ O HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE i� " LOT � � / w_ SHEET NO, 44 54 ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. / / 61 N>0000 -- -- -� THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE / r / ` APPROV LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION / / PREPARED FOR : PLAN,JA L C DITIONS OF APPROVAL RELATED TO LANDSCAPING. _- _ 000 LEGEND BY: DATE 7^l� -R7 �..`: i I / �! �.`O� / SLOT THE CARLTAS GROUP DENNIS W. GILLESPIE 5ZJ' �9 LAYOUT PLAN SHEET NO. PREPARER � ~ Cli �O` 5600 AVENIDA ENCINAS /LOT � !! ��® 5� 39 IRRIGATION PLAN SHEET NO. SUITE 100 49 PLANTING PLAN SHEET NO. CARLSBAD , CA 92008 CITY OF CARLSBAD ``' , Oj a / �� f LOT [9 2„ WATER METER ( 619 ) 431 - 5600 A LOT 5� 51. CONTROLLER- - 1 / 57 LOT DESIGNATION CONTROLLER SITE 4_ LE°OAD I l SHEET NO. �0 1 -/ s 4.8 RECLAIMED WATER SIGNAGE /� V ORE OT T•V EVP� LOT PREPARED BY ; (�,1 5 3 _. OLIVENHAIN 56 !-� GILLESPI,E DESIGN GROUP ENCINITAS LOT/ 88910 UNIVERSITY CENTER LANE OLD i E CINITAS • $ _ 55 _ SUITE 580 0 i 90. i SAN DIEGO , CA 92122 D OR � SAN DIEGO COUNTY DEPARTMENT ( 619 ) 558 - 8977 Ju -- PAaFlC OF ENVIRONMENTAL HEALTH ! { v - OCEAN °9�& CARDIFF !•. - `<'l �"1�9 V ENGIN LOT Cl7Y OFIENCSEf�'vr�� JAM 56 APPROVED BY: ( . __ A,, DATE: SAN DIEGUITO WATER DISTRICT m I AS SUILT APPROVED BY: .0 VICINITY MAP INDEX MAP DATE: 97 NO SCALE SIGNITURE SPECIAL DISTRICT COMMUNITY DEVELOPMENT APPROVED BY: o �r R.L.A. # DATE DATE: 7 • /2. 9? ' C._ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARIE SCALE APPROVALS ., I'I'Y OF ENCINI'I'AS ENGINEERING DEPARTMENT DRAWING +"x DESCRIPTION: TOP OF BRASS DISK GILLUN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APP D BY � TM 94 AS-bull.T IN WELL MONUMENT. DBSIRN LOCATI N: STA. 84+24 EL CANING REAL HORIZONTAL'AS SHOWN � STREETSCAPE P S F® a GBIIIIPINC. SAN DIEGO CALIFORNIA 92122 �wT rr+ A fob LT r� R A �? RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN 819 • 558 • 8977 BY: BY: E N C I IV I 1 A RANCH H ® i M 4 ® ® 6 4 07 CONTROL PAGE 105 FAX 819 558 • 9188 ELEVATION: 120.20 DATUM: M.S.L. DATE: 7-23- °i 7 DATE: 1' zl9 q 7 TITLE SHEET _ SKEET 3 8 C:\PROJECTS\ 4-107-02\PROJECTS\TTLSHT.DWG i �_....'.. •.. ` ' .,. .....--..,- x x. .y.. Y?'/.. F lm ..+..'i/h Srv.rY✓'tµ+ . 5Yw'?ram.' "fi4,.-a.-ran`ic'a.. roSTaav Tom.SIJ'„xmf '�§.++n -3 x s.. ��..- ^. .'-,u ,s� 'rs.;zrwr�.�:�,�s.� ,54 271 ( LEUCADIA BOULEVARD f -- 3 ' PEDESTRIAN EASEMENT (TYP.) \ ., 11 \ PER FINAL MAP (MAP No. ) A LOT 58 D� u NG m II 40 SON \ \1 cp m m 8' A.C. PEDESTRIAN/BICYCLE . m N ' PATH SEEDETAIL aj J ` coltvA O I �- 4 W r 4 1 ON c1` r d j O -- m O \ �- 4 CVRVA'ugE, — -po 154 - t• -"� Abu' = cf) _ s ' _ - OO �, , — - t3 - aot lb --- 1 `" ' m �. f ^T B -- of gv �' �' T�` ' / 153 m "' _ O y Y It ► �� _ __ _ — - -'� + t- . FOR THS AL G ► LEUC BLVD: E 11 �- __ — � - 1` - �? !II' / \ DWG 4457- \ 5' D.G. PEDESTRIAN --- - I T 305 W. i S-ZI'J - PATH SEE DETAIL-� _ -. -{� % C, �� I to -OD#---- _ 0 T - iflii NI I I II "'` Its 1n i 1h \ ' I f & �\ 1 i LOT 57 I PA I I I ' LEUCADIA BOULEVARD � \ SEO DE LAS FLORES QUAIL �ARDEN DI? TVE I- t7-47 0 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �R,I:ASAIA - DESCRIPTION: TOP OF BRASS DISK pA11aN Solo UN3VIrR81TY CVNTI;R 1.ANm ra111TV, nnn RECOMMENDED BY: APPROVED 1 BY: r ^ LAYOUT PLANS, FOR: TM 84-066 IN WELL MONUMENT, tiOR17.ONTAL. AS SHOWN rRolf? INf MAN n1�1;b C.AlArotIN1A 99199 LOCATION: STA, 64+24 EL CAMINO REAL �f 1i,�M.., I,� r, a+lr� ,�iNCINITAS RANCH 4,4,57-1 r 1319 ARN g9'1"Y 0. ' RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN 1�ax q 19 • nnn 91 ap !lY �*.G NY CONTROL PAGE 1 0 8 . ; �,;r' o DATE J-Z t- F 7 DA'1'N; r ELEVATION: 120.20 DATUM; M.S.L. NtIEET 39 OF 58 8' O CURB AND GUTTER BY OTHERS �1 COMPACTED DECOMPOSED GRANITE 2O 2" A.C. SIDEWALK PER G-7 ON 6" D.G. O 2 'X6 REDWOOD HEADER W/12" LONG 2X4 1 STAKE 4' O.C. BOTH SIDES OF TRAIL 2% 3O COMPACTED SUB—GRADE PER SOILS O COMPACTED SUB—GRADE PER SOILS REPORT 2 —.� REPORT 2% TOWARDS STREET 12" 1 4" NOM. 2 3 5'-0„ LA:) PAVED PEDESTRIAN PATH NTS @B) DECOMPOSED GRANITE PATH NTS t _T \ / , N o T L MAGDELENA- KE 3 ' PE SYRIAN EASEMENT (TYP.) PARK $ LOT 58 PER F AL MAP (MAP No. ) 1` \ 8 AC: P RI AN/BICYCLE / SEE Q TAIL 00 to Q0 cv It i O O to m aD C%2 I 0 O @ 07 / //ro W + U w I POINT OF CUR'VATURl A - w � Iwo W CQ 00 ti V _ +r -, i e� 00 1 -001 e! O y 0 co � C7 � 00 (�2 CO N GD I co p d t` d ' C�1 � @� - m a0o I O N to to 7) W m ,n TO CLUB HOUSE ko Lo LOT 59 ' CD 5' D.G. PEDESTRIAN LOT 61 PATH SEE DETAIL QUAIL GARDENS DRIVE N� o. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS DISK s GILLESPiE ®910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED B TM 94-066 IN WELL MONUMENT. DESIGN LOCATION; STA. 84+24 EL GAMING REAL HORIZONTAL:AS SHOWN GROUPINC SAN DIEGO CALIFORNIA 92122 •�/ ! f LAYOUT PLANS FOR: /�� k' �� Big • aae • e977 BY: i( C. BY:k�-5. ! ' ENCINITAS' RANCH T RECORDED FROM: S,D, CO, VERTICAL VERTICAL: AS SHOWN 1 FAx e19 • eae • 9182 4457-I CONTROL PAGE 106 ,;. , DATE: 7" Z3—°/7 DATE: 'j ELEVATION: 120,20 DATUM: M.S.L. SHEET 40 OF 58 IRRIG7ATION LEGEND INTERIM PRESSURE CALCULATIONS ULTIMATE PRESSURE CALCULATIONS ( RECLAIMED ) SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI WATER METER A SIZE 2" WATER METER A SIZE 2" H.G.L. 520 H.G.L. 410 A RAINBIRD SHRUB SPRAY 1812-100-SAM-PCS-VPC 0.39 10' 30 O KINGS BROS. INLINE CHECK VALVE- CV MODEL FOR LINE SIZES <1-1/2", BPC MODEL ELEVATION AT METER 315 ELEVATION AT METER \ _31_S BOOST PRESSURE BOOST PRESSURE A RAINBIRD SHRUB SPRAY 1812-10H-SAM-PCS-VPC 0.79 10' 30 FOR LINE SIZES EQUAL OR LARGER THAN 1-1/2" HEAD GAIN TO METER 205 X 0.433 = 88.8 PSI TO 112 PSI HEAD GAIN TO METER 95 X 0.433 = 41.1 PSI TO 112 PSI D RAINBIRD SHRUB SPRAY 1812-10E-SAM-PCS-VPC 1.57 10' 30 N KINGS BROS. BTU SERIES TRUE UNION BALL VALVE - (LINE SIZE). PLACE IN CARSON REMOTE CONTROL VALVE 8C SIZE 1-1/4 REMOTE CONTROL VALVE SC SIZE ® RAINBIRD SHRUB SPRAY 1812-10VAN-SAM-PCS-VPD\R. 10' 30 VALVE BOX W/ OVER-THE-RIM COVER W/ 2" LETTERS HEAT BRAND "BV"ON LID MAXIMUM DEMAND (GPM) 29.6 MAXIMUM DEMAND (GPM) 29.6 m RAINBIRD STRIP SHRUB SPRAY 1812-15SST-SAM-PCS-VP7✓21 4'X30' 30 HYDROSCAPE SEE DETAIL "A" ON SHEET 47. ELEVATION 327 ELEVATION 327 0 RAINBIRD STRIP SHRUB SPRAY 1812-15EST-SAM-PCS-VPG.61 4'X15' 30 HEAD LOSS AT R.C.V. 12 X 0.433 = 5.2 PSI HEAD LOSS AT R.C.V. 12 X 0.433 = 5.2 PSI NOTE: ALL 1800 SERIES SPRAY HEADS SHALL BE A 12" POP-UP ® CALSENSE TRB-1 RAIN BUCKET. MOUNT ON PANT. PRESSURE AT R.C.V. 83 6 ' 06.8 PRESSURE AT R.C.V. 35.9 106.8 ® RAINBIRD POP-UP ROTOR T-12C-22-25-SAM 2.7 22' 45 CALSENSE ETG/ETGE ET GAUGE AND VANDAL RESISTANT ENCLOSURE LOCATE IN PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: ® RAINBIRD POP-UP ROTOR T-12C-22-65-SAM 0.7 22' 45 LANDSCAPE AREA AS SHOWN ON PLANS. 2" WATER METER 1.6 PSI LOSS 2" WATER METER 1.6 PSI LOSS ® RAINBIRD POP-UP ROTOR T-12C-22-13-SAM 1.3 22' 45 ® CALSENSE 2" FLOW METER-FM SERIES- IN CARSON 14198-4B BOX 2" BACKFLOW PREVENTER 10 PSI LOSS 2" BACKFLOW PREVENTER 10 PSI LOSS ® GRISWALD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 2" SIZE -- STRAINER - PSI LOSS -- STRAINER - ® RAINBIRD POP-UP ROTOR T-12C-30-50-SAM 5.5 33' 45 IN CARSON JUMBO VALVE BOX W/ 2" LETTERS HEAT-BRAND "MV" ON LID - FILTER PSI LOSS © RAINBIRD POP-UP ROTOR T-12C-30-13-SAM 1.4 33' 45 ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE -- PSI LOSS -- FILTER -- PSI LOSS 2" GATE/BALL VALVES 2 PSI LOSS 2" GATE/BALL VALVES 2 PSI LOSS ® RAINBIRD POP-UP ROTOR T-12C-30-25-SAM 2.9 33' 45 M 2" TURBO DOMESTIC WATER METER (BY OTHERS) 2" MASTER VALVE 2 PSI LOSS 2" MASTER VALVE 2 PSI LOSS PRESSURE MAINLINE - ALERTLINE SCHEDULE 40. SIZED PER PLAN. - PRESSURE REGULATOR O RAINBIRD QUICK COUPLER 33DLRC - PROVIDE BRICK SUPPORTS UNDER BOXES NOTE: MAINLINE SHALL RECEIVE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. - PSI LOSS -- PRESSURE REGULATOR -- PSI LOSS HEAT BRAND LID "QCV" LATERAL LINE - ALERTLINE SCH 40 PVC, SIZED PER PLAN 1400 2" PRESSURE MAINLINE 9.5 PSI LOSS 1400 2" PRESSURE MAINLINE 9.5 PSI LOSS ® RAINBIRD REMOTE CONTROL VALVE -EFB-CP-PRS-B, SIZE PER PLAN SLEEVING - SCH 40 PVC 1-1/4REMOTE CONTROL VALVE 6 PSI LOSS 1-1/4REMOTE CONTROL VALVE 6 PSI LOSS PLACE IN CARSON VALVE BOX W/ OVER-THE-RIM COVER HEAT (TWICE SIZE OF WORKING PIPE), CURB SHALL BE CHISELED 'IP" BRAND LID "RCV" W/STATION No. AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS. -- 2" LATERAL LINE -- PSI LOSS -- 2" LATERAL LINE -- PSI LOSS VALVE SEQUENCE 20' 1-1/2" LATERAL LINE 0.22 PSI LOSS 20' 1-1/2" LATERAL LINE 0.22 PSI LOSS e-MAX. GPM DEMAND 20' 1-1/4" LATERAL LINE 0.24 PSI LOSS 20' 1-1/4" LATERAL LINE 0.24 PSI LOSS VALVE SIZE 60' 1" LATERAL LINE 1.9 PSI LOSS 60' 1" LATERAL LINE 1.9 PSI LOSS 100' 3/4" LATERAL LINE 4.3 PSI LOSS 100' 3/4" LATERAL LINE 4.3 PSI LOSS . DO NOT DRINK SIGN' SEE SIGN FACE DETAIL SHEET 50. POLE MOUNT ON GALVANIZED 1-1/2" -- 1/2" LATERAL LINE -- PSI LOSS -- 1/2" LATERAL LINE -- PSI LOSS O.D. POST SET IN CONC. SIGN FACE @ 5' HIGH HT. 29.6 10% FITTINGS LOSS 3 PSI LOSS 29.6 10% FITTINGS LOSS 3 PSI LOSS NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR 8' ELEV. CHANGE (IN SYSTEM) 3.5 PSI LOSS 8' ELEV. CHANGE (IN SYSTEM) 3.5 PSI LOSS RECLAIMED WATER (PURPLE PIPE). PRODUCT SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. TOTAL SYSTEMS LOSS 44 PSI TOTAL SYSTEMS LOSS 44 PSI TO FOUR CONDUCTOR CABLE-PAGE-P-7172-D-A DIRECT BURIAL TELEPHONE COMMUNICATION CABLE PRESSURE REQUIRED AT HEAD 30,;PSI PRESSURE REQUIRED AT HEAD --3& PSf- STUBBED OUT TO EACH CONTROLLER LOCATION CONTINUOUS LT FROM SOURCE WITH A 5' TOTAL PRESSURE REQUIRED 74 PSI TOTAL PRESSURE REQUIRED LOOP PLACED IN LOCKING 'T' LID VALVE BOX ®EACH CONTROLLER LOCATION. SEE UTILITY 4 PSI PLANS DWG. No 2563010. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL-ROPE STATIC PRESSURE AVAILABLE 83.6 PSI 106.8 STATIC PRESSURE AVAILABLE 35.9 PSI 106.8 TO CONTROLLER FROM DROP, PER PAC. BELL REQUIREMENTS. PAC. BELL SHALL PROVIDE WIRE RESIDUAL WATER PRESSURE 6 PSI -32.8 AS SPECIFIED. TELEPHONE INTERFACE IN EACH CONTROLLER ENCLOSURE. 8 RESIDUAL WATER PRESSURE -38.1. PSI OE 120 VOLT POWER PROVIDED BY OTHERS. SEE UTILITY DWG. No. E►� IRRIBOOST BOOSTER PUMP SEE SHEET 48 FOR DETAIL AND SPECIFICATION. + 2" WATER GLEUCADIA BLVD. STA. #50+20 SOUTH SIDE OF STREET WITHIN R.O.W. SEE DWG. # OF UTILITY PLANS LOCATE ET-GAGE AT THE EDGE OF AN IRRIGATED AREA CLEAR OF ANY OBSTRUCTIONS TO WIND OR SUNLIGHT AND CLEAR OF ANY OVERSPRAY FROM NEARBY IRRIGATION. PROVIDE 2" MAINLINE STUB-OUT AND SIDONIA STREET SEE SHEET N0.45 BUNDLE(2) CONTROL WIRES AND 1OA 48.0 GROUND WIRE IN PLASTIC VALVE BOX. QUAIL GARDENS DRIVE r- LOT 58 (ORANGE WIRES) i FUTURE 35B 41.0 338 46.0 31B 37.5 / OT 59 L Z 1-1/ (BLUE W/ 1-1/ (BLUE W/ 1 -1/ (BLUE W/ GREEN) YELLOW) RED) ELEC. do ,TELEPH I / , CONTROLLERS A, C. �y THIS AREA TO BE LANDSCAPED PER LDZ % GOLF COURSE LANDSCAPING PLANS 10,/ i DWG. NO. 4628-I CONTROLLER 'A' CONTR �y 4 3 4° �e1w " -3 4w - 9' FROM FACE-OF CURB a 1 1" 1" 3 4" - 1 1^ 3 4" 1" z " 1-1/2q" 4 3 4" 1w ^ i/4" 1" 3 4" 3/4" 14 3-1/ " 4 0 ._ 3 4" 1 _ 1° 4" 4 /4 42+30.06 ? T - - --_ 10+00.00 1N T. _� - -- _ 3 40 za O 3/ 3/4' n 4+1 _ t,_� w O 2- N . X 2-1/ 02 .: .> w a _ a 2 3i 16 42+3906 ? FUTURE CAP TO BE CONT. eh O s1 4B 48 47 _ - + ° INT. BDRY. 43 �4 � y � �, ©+ a x �5 _ -. - v -1 - 49 4.1 O F 48 u /4 �M ` 2" O 1-1/4" O © t2 O p �_-?�?- ^ p - - _ _ 3 . " 1-.1/2w " INSMA1NI�A BE 3D B 4LOCATION FUTURE?p'_9R EOO R 3/4" 1" -1/4" 3/4^ + 1/4 --t � tL] + i. �� - �/A _/� - />� � b � m ��'- - i 2^ w ! 37s 47.8 36B\ 25.1 LOT 57 1-1/ (BLUE W/ (BLUE W/ I 388 47.2 BROWN) 1 ORAEJ f THIS AREA TO BE LANDSCAPED PER 1-1/ (BLUE W/ LOT 56 P GOLF COURSE LANDSCAPING PLANS FOR IRRIGATION NOTES AND DETAILS SEE PURPLE) ; DWG. NO. 4628-1 SHEETS 47-48 FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 FUTURE 39s (BLUE W 1° (BLUE W/ LANDSCAPE AND IRRIGATION i INSTALLATION SHALL BE COMPLETED QUAIL GARDENS DRIVE PINK) WnH 2ND PHASE OF STREET SEE SHEET N0. 45 L Z IMPROVEMENTS PROVIDE 2" MAINLINE STUB-OUT AND BUNDLE(2) CONTROL WIRES AND SCALE• 1" = 40°-p" NOTE: PLANTING AND IRRIGATION SHOWN ON GROUND WIRE IN PLASTIC VALVE BOX. DWG No. 4628-I SHALL BE TO BACK OF WALK (ORANGE WIRES) NOTE.• ADDITIONAL VA DES AND IRRIGATION SHOWN WHERE GOLF COURSE IS ADJACENT TO WORK ON GOLF COURSE IRRIGATION PLANS DWG NO. 4628-I SHOWN ON THESE PLANS. CONTRACTOR SHALL ENSURE COORDINA TIOIV BETWEEN DRAWINGS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GILLESPIE -- - DESCRIPTION: IN OF-BRASS L ONU DISK DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: TM 94-066 IN WELL MONUMENT. HORIZONTAL-As sxowN GROUP INC. SAN DIEGO CALIFORNIA 92122 STREETSCAPE PLANS FOR LOCATION: 3TA. 84+24 EL CAMINO REAL RECORDED FROM: 5,P, co VERTICAL VERTICAL: As SHOWN 619 • 558 • 8977 BY: -____ _- BY: FAX 619 • 558 • 9188 ENCINITAS RANCH - TM 94 - 066 4457 - I CONTROL PAGE 105 ANDBQ'"@ DATE:-_.___ __ DATE: _ ELEVATION: 120.20 DATUM: M.S.L. "" -- IRRIGATION PLANS SHEET 41 OF 58 IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAD. PSI SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAD. PSI ® RAINBIRD SHRUB SPRAY 1812-10Q—SAM—PCS—VPC 0.39 10' 30 O KINGS BROS. INLINE CHECK VALVE— CV MODEL FOR LINE SIZES <1-1/2", BPC MODEL ® RAINBIRD SHRUB SPRAY 1812-10H—SAM—PCS—VPC 0.79 10' 30 FOR LINE SIZES EQUAL OR LARGER THAN 1-1/2" RAINBIRD SHRUB SPRAY 1812-10E—SAM—PCS—VPC 1.57 10' 30 H KINGS BROS. BTU SERIES TRUE UNION BALL VALVE — (LINE SIZE). PLACE IN CARSON ® RAINBIRD SHRUB SPRAY 1812—tOVAN—SAM—PCS—VFVAR. 10' 30 VALVE BOX W/ OVER—THE—RIM COVER W/ 2" LETTERS HEAT BRAND "BV" ON LID m RAINBIRD STRIP SHRUB SPRAY 1812-15SST—SAM—PCS—VPIC21 4'X30' 30 HYDROSCAPE SEE DETAIL "A" ON SHEET 47. ® RAINBIRD STRIP SHRUB SPRAY 1812-15EST—SAM—PCS—VPC61 4'X15' 30 NOTE: ALL 1800 SERIES SPRAY HEADS SHALL BE A 12" POP—UP ® CALSENSE TRB-1 RAIN BUCKET. MOUNT ON PANT. �1 RAINBIRD POP-UP ROTOR T-12C-22-25—SAM 2.7 22' 45 ® CALSENSE ETG/ETGE ET GAUGE AND VANDAL RESISTANT ENCLOSURE LOCATE IN ® RAINBIRD POP—UP ROTOR T-12C-22-65—SAM 0.7 22' 45 LANDSCAPE AREA AS SHOWN ON PLANS. ® CALSENSE 2" FLOW METER—FM SERIES— IN CARSON 1419B-4B BOX ® RAINBIRD POP—UP ROTOR T-12C-22-13—SAM 1.3 22' 45 ® GRISWALD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 2" SIZE ® RAINBIRD POP—UP ROTOR T-12C-30-50—SAM 5.5 33' 45 IN CARSON JUMBO VALVE BOX W/ 2" LETTERS HEAT—BRAND "MV" ON LID © RAINBIRD POP—UP ROTOR T-12C-30-13—SAM 1.4 33' 45 ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE ® RAINBIRD POP—UP ROTOR T—1 2C—30—25—SAM 2.9 33' 45 M 2" TURBO DOMESTIC WATER METER (BY OTHERS) PRESSURE MAINLINE — ALERTLINE SCHEDULE 40. SIZED PER PLAN. / QO RAINBIRD QUICK COUPLER 33DLRC — PROVIDE BRICK SUPPORTS UNDER BOXES NOTE: MAINLINE SHALL RECEIVE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. HEAT BRAND LID "QCV" RAINBIRD REMOTE CONTROL VALVE —EFB—CP—PRS—B, SIZE PER PLAN LATERAL LINE — AIERTLINE SCH 40 PVC, SIZED PER PLAN SLEEVING — SCH 40 PVC PLACE IN CARSON VALVE BOX W/ OVER—THE—RIM COVER HEAT (TWICE SIZE OF WORKING PIPE), CURB SHALL BE CHISELED "IP" BRAND LID "RCV" W/STATION No. AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS. VALVE SEQUENCE MAX. GPM DEMAND VALVE SIZE ® DO NOT DRINK SIGN' SEE SIGN FACE DETAIL SHEET 50. POLE MOUNT ON GALVANIZED 1 -1/2" O.D. POST SET IN CONC. SIGN FA I CE � 5 HIGH HT. NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR RECLAIMED WATER (PURPLE PIPE). PRODUCT SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. O FOUR CONDUCTOR CABLE—PACE—P-7172—D—A DIRECT BURIAL TELEPHONE COMMUNICATION CABLE STUBBED OUT TO EACH CONTROLLER LOCATION CONTINUOUS LT FROM SOURCE WITH A 5' LOOP PLACED IN LOCKING 'T' LID VALVE BOX @EACH CONTROLLER LOCATION. SEE UTILITY PLANS DWG. No 2563010. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL—ROPE TO CONTROLLER FROM DROP, PER PAC. BELL REQUIREMENTS. PAC. BELL SHALL PROVIDE WIRE AS SPECIFIED. TELEPHONE INTERFACE IN EACH CONTROLLER ENCLOSURE. O 120 VOLT POWER PROVIDED BY OTHERS. SEE UTILITY DWG. No. IRRIBOOST BOOSTER PUMP SEE SHEET 48 FOR DETAIL AND SPECIFICATION. 7A 49.2 NOTE: PLANTING AND IRRIGATION SHOWN ON DWG No. 4628-1 SHALL BE TO BACK OF WALK 1-1/2' WHERE GOLF COURSE IS ADJACENT TO WORK SHOWN ON THESE PLANS. NOTE: CONTROLLERS SHALL 11/4 BE LOCATED WITHIN R.O.W. 4 STUB OUT 2" MAINLINE AND 5 BUNDLE (4) EXTRA CONTROL s te WIRES AND GROUND WIRE IN _ y PLASTIC VALVE BOX. - - P A14 � 5 9A 46.4 LOT 61 i" r BA 49.2 4 r 2" t-1 " LOT 59 2 L 3 E: MAINLINE RUNS �EH1PIfD = 1 1 O NOT _ _ t O FUTURE CURB — TOE OF SLOPE 1 2 i 63 010 tq 314 2- _ - - ,> - _ 3/4" O 3/41 , O ash' 4 4 -� ® 4 3/4.. 1., /4 3 1„ - - 3/4" „/ S y " - O 4 J - 3 q 9b - --- 2 4 r/4 1 O 1/20 - P � _ — 4 0 4 t 54 �3� _ 4 4 55 I- - i -- 25 58 57 1 - 58 2' _ 1 � '�,/4 11/4 O -- --- 94� ,�g _�— _- , a _� - 29B 48.8 O 2-1 2" O 1 1 20B 37.8 1 _-- - NOTE. MAINLINE RUNS BEHIND_. 1 1 30B 49.8 ' ;-- _FUTIU1kE-O-URB = TOE OF SLOPE LOCATE MAINLINE BEHIND LOT 59 LOCATION OF FUTURE CURB PROVIDE 2" MAINLINE STUB-OUT AND PROVIDE 2" MAINLINE STUB-OUT AND FOR IRRIGATION NOTES AND DETAILS SEE BUNDLE(2) CONTROL WIRES AND 7J 7�y 7� �y 7� �J 7� 7� 7� �P /� BUNDLE(2) CONTROL WIRES AND SHEETS 47-48 GROUND WIRE IN PLASTIC VALVE BOX. 11 IH N ( ll 11 U J( � II K !1 / Il N 1 . �/��''� lI 11 GROUND WIRE IN PLASTIC VALVE BOX, FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE JL1Jl—A �/ i/11�J��LJI� �L1L��]�L JL1 �/ JUJJU 11L���LL L� APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GILLESPIE DESCRIPTION: TOP OF BRASS DISK DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: TM 94-066 IN WELL MONUMENT. HORIZONTAL-AS SHOWN GROUP INC. SAN DIEGO CALIFORNIA 92122 STREETSCAPE PLANS FOR LOCATION: STA. 84+24 EL CAMINO REAL_ 819 . 558 8977 BY: BY: __ ENCINITAS RANCH - TM 94 - 066 4457 - 1 RECORDED FROM: S.D. co. vERTIcAL VERTICAL: As SHOWN FAX 819 - 558 • 9188 _ CONTROL PAGE 106 DATE:_ _ __ DATE: RWGA77ON PLANS SHEET 42 OF 58 ELEVATION: _120.20 DATUM: Ms.L. 26A 47.6 25A 27.6 r 24A 40.8 p S 23A 50.2 34.0 27A 6 RCS 2" 4.39 RE 22A 40.8 E 48.4 6A ,2 1 -1 / 2 " RES 21A 38.0 1 4« 2„ 34.0 28A s 4 20A 46.2 30.2 29A 4 s 4 1 4" 4 � �" ,�s J�4« 1 -1 / 19A 30.0 j moomw 4 4 4 S S « 3 - 1 -1 25.8 30A 4 - -_4 _ 4 4 / 71 « �• _. 18A 32.0 55.0 31A - s L T 53 3 17A 47.8 33A 48.6 4 1 s 4 s S s 4 s 3 16A 47.6 1"1-1/4' S 32A 46.8 4 5A 49.5 O s w - O 7 3/ O I l4 2 1 1 / • 4 * - a` F _ rip s _ O , _ r ' of - -* LOT 61 O �� �f "- * �,� �4' h'L " 4 _ f NT STUB 2" MAINLINE b 2-1/2 AND._BIILE( ) -CONTROL r� O ' O WIRE AND GR UND WIRE ,,• _ _. 5 S S IN P STIC V LVE BOX. O _ 1NJ; ,� 2 " s �� O �. X NIk W W LOT 60 5 • 11 I4 � � 5 _ - 1 .. " . 4 4 " " 3 2 " 4 O ��vww xC� 1 �1Ih \ Ik 4 4 • / 40.8 18B 4 4 _ 2 138 4 ST UT 2" LINE AN NDLE(1� 6 1 k 19.4 16B 1 -1 3 CON dL WI ND GROUN WIRE IN ��k 1 I 37.8 15B 48.6 27B PLASTIC vE BOX. 1 42.6 17B 426 6 1-1 / 14B 48.2 �" 3 • a �• � � �J �� ��17L 0 ULJL_� VA D 1 -1 / 34.0 12B %• 4 45.4 258 48.8 23B `' 1 „ 49.4 26B 1 -1 / 1 -1 / 11 • �k 5 1 -1 / 49.0 11B / " 1 1 1 -1 48.8 24B 48.8 22B 1 78, 1 -1 / 1 -1 / 34.0 20B 50.2 21B 1 -1 / " 2" 19B NOTE: PLANTING AND IRRIGATION SHOWN ON DWG o. 4628-I SHALL BE TO BACK OF WALK WHERE GOLF COURSE IS ADJACENT TO WORK FOR IRRIGATION NOTES AND DETAILS SEE NOTE.• ADDITIONAL VALVES AND IRRIGATION SHOWN SHOWIN ON THESE PLANS. SHEETS 47-48 ON GOLF COURSE IRRIGATION PLANS DWG NO. 4628-1 FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 CONTRACTOR SHALL ENSURE COORDINATION BETWEEN DRA WINGS. REVI IONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GILLFSPIF DESCRIPTION: -TOP OF BRASS DISK _ DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: TM 94-066 IN WELL MONUMENT. HORIZONTAL•A-SHOWN STR ATPE PLANS FOR LOCATION: STA. 64+24 EL CAMINO REAL �ROliPINC, SAN DIEGO CALIFORNIA 92122 619 • 568 • 8977 BY: _.._._.._ BY: ENCINITAS RANCH - TM 94 - 066 4457 - I RECORDED FROM: S.D. co. VERTICAL _ VERTICAL: As SHOWN_ FAX 819 558 9188 _ CONTROL PAGE 105 DATE: DATE: - SHEET 43 OF 58 ELEVATION: 120.20 DATUM: M.s.L. IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAD. PSI IL RAINBIRD SHRUB SPRAY 1812-10Q-SAM-PCS-VPC 0.39 10' 30 O KINGS BROS. INLINE CHECK VALVE- CV MODEL FOR LINE SIZES <1-1 /2", BPC MODEL AS RAINBIRD SHRUB SPRAY 1812-10H-SAM-PCS-VPC 0.79 10' 30 FOR LINE SIZES EQUAL OR LARGER THAN 1-1/2" RAINBIRD SHRUB SPRAY 1812-10E-SAM-PCS-VPC 1.57 10' 30 N KINGS BROS. BTU SERIES TRUE UNION BALL VALVE - (LINE SIZE). PLACE IN CARSON ® RAINBIRD SHRUB SPRAY 1812-10VAN-SAM-PCS-VPIGR. 10' 30 VALVE BOX W/ OVER-THE-RIM COVER W/ 2" LETTERS HEAT BRAND "BV" ON LID ID RAINBIRD STRIP SHRUB SPRAY 1812-15SST-SAM-PCS-VPC21 4'X30' 30 ® HYDROSCAPE SEE DETAIL "A" ON SHEET 47. 0 RAINBIRD STRIP SHRUB SPRAY 1812-15EST-SAM-PCS-VPR61 4'X15' 30 NOTE: ALL 1800 SERIES SPRAY HEADS SHALL BE A 12" POP-UP 19 CALSENSE TRB-1 RAIN BUCKET. MOUNT ON PANT. Qi RAINBIRD POP-UP ROTOR T-1 2C-22-25-SAM 2.7 22' 45 (11 CALSENSE ETG/ETGE ET GAUGE AND VANDAL RESISTANT ENCLOSURE LOCATE IN RAINBIRD POP-UP ROTOR T-12C-22-65-SAM 0.7 22' 45 LANDSCAPE AREA AS SHOWN ON PLANS. 0 CALSENSE 2" FLOW METER-FM SERIES- IN CARSON 1419B-48 BOX 4j /%jii/ / ® RAINBIRD POP-UP ROTOR T-12C-22-13-SAM 1.3 22' 45 0 GRISWALD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 2" SIZE �5 RAINBIRD POP-UP ROTOR T-12C-30-50-SAM 5.5 33' 45 IN CARSON JUMBO VALVE BOX W/ 2" LETTERS HEAT-BRAND "MV" ON LID © RAINBIRD POP-UP ROTOR T-12C-30-13-SAM 1.4 33' 45 ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE ® RAINBIRD POP-UP ROTOR T-12C-30-25-SAM 2.9 33' 45 Fm] 2" TURBO DOMESTIC WATER METER (BY OTHERS) PRESSURE MAINLINE - ALERTLINE SCHEDULE 40. SIZED PER PLAN. � j O RAINBIRD QUICK COUPLER 33DLRC - PROVIDE BRICK SUPPORTS UNDER BOXES NOTE: MAINLINE SHALL RECEIVE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. HEAT BRAND LID "QCV" LATERAL LINE - ALERTLINE SCH 40 PVC, SIZED PER PLAN ® RAINBIRD REMOTE CONTROL VALVE -EFB-CP-PRS-8, SIZE PER PLAN PLACE IN CARSON VALVE BOX W/ OVER-THE-RIM COVER HEAT SLEEVING - SCH 40 PVC (TWICE SIZE OF WORKING PIPE), CURB SHALL BE CHISELED "IP" BRAND LID "RCV" W/STATION No. AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS. VALVE SEQUENCE o—MAX. GPM DEMAND VALVE SIZE - DO NOT DRINK SIGN' SEE SIGN FACE DETAIL SHEET 50. POLE MOUNT ON GALVANIZED 1-1 /2" +�► O.D. POST SET IN CONC. SIGN FACE ® 5' HIGH HT. NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR RECLAIMED WATER (PURPLE PIPE). PRODUCT SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. O FOUR CONDUCTOR CABLE-PACE-P-7172-D-A DIRECT BURIAL TELEPHONE COMMUNICATION CABLE STUBBED OUT TO EACH CONTROLLER LOCATION CONTINUOUS LT FROM SOURCE WITH A 5' LOOP PLACED IN LOCKING 'T' LID VALVE BOX (DEACH CONTROLLER LOCATION. SEE UTILITY PLANS DWG. No 2563010. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL-ROPE TO CONTROLLER FROM DROP, PER PAC. BELL REQUIREMENTS. PAC. BELL SHALL PROVIDE WIRE AS SPECIFIED. TELEPHONE INTERFACE IN EACH CONTROLLER ENCLOSURE. 14A 48 QE 120 VOLT POWER PROVIDED BY OTHERS. SEE UTILITY DWG. No. 1 -1 / 1 A 14.4 IRRIBOOST BOOSTER PUMP SEE SHEET 48 FOR DETAIL AND SPECIFICATION. 4A 47.2 11A 50.8 15A 48 13A 42.2 1 -1 / 2" 1 CITY OF CARLSBAD 12A 49.6 --- -- CITY OF ENCINITAS 1 " -----_---p 1 11/4" 1 11/4 GARDEN VIEW ROAD O 172 3 11/4- 5 5 5 4 4 1 1/4 4 O 2» 3 3 3 3 4 1 1 1 1114 1—?f4„ 11/ » 11/4" 4 4 O /2 11/2. /4» 1 1° IT ' ® 2„ 1/4" O ® 3/4" 1' 1 »1 2 11/ 2„ 2., 3/4" cs O F ao ' 2'I of 3,, s' " — 3 W E— 3r z _ 6t --- - - --- - - -- --- - -- s _ BOUNDARY LINE /4' -- — ~ Pq x 77 79 79 80 a1 82 »� zs z a' _74' > 3 z' n z' eF 2' 2, y. zY ea tt- L_q 83 Dol 1-a _ZI " 1/4 " . - _ - " - "I —___ �� 84 2 2 '� O) __-__-.__ - 2 11/4 1 /4" 1 /4 7 �'. as 4 4 4 4 4 4 4 4 4 4 1 b 5 q 1 /4» 8" 8 O ) !I 11/4 1/4" 3 11/4" LOT %0 11/4 1/4 1/4 8 8 8 ar 2 1 3 4 4 11/4» 11/4 11/4" 11 e8 5 1 11/4" 1 2» 2 11/4" 49.2 9B 49 7B 1r6 B 1 /2' 513 38.6 1/4" NOTE: MAINLINE RUNS BEHIND 49 FUTURE CURB — TOE OF SLOPE ]� � r�� � ]�� � � ]� T� ]� � TA '� 1 NOTE.• ADDITIONAL VALVES AND IRR/GA N SHOWN 1 1Ll �J JL �J JL� V ON GO F COURSE lRRIGA TION PLANS DWG NO. 4628-1 CON T ACTOR SHALL ENSURE COORDINA TI N 10B 49 BE TW EN DRAWINGS. it 1 GARDEN VIEW ROAD FOR IRRIGATION NOTES AND DETAILS SEE SHEETS 47-48 FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GILLESPIE DESCRIPTION: ToP of BRASS Dtsx DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: TM 94-066 IN WELL MONUMENT. HORIZONTAL•As SHOWN GROUP INC. SAN DIEGO CALIFORNIA 92122 STREETSCAPE PLANS FOR LOCATION: STA. 84+24 EL CAMINO REAL 819 • 558 • 8977 BY: __- BY: ENCINITAS RANCH - TM 94 - 066 4457 - I RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN FAX 819 558 9188 CONTROL PAGE 105 DATE:__ DATE: IRRIGATION PLANS SHEET 44 OF 58 ELEVATION: 120.20 DATUM: M.S.L. IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI RAINBIRD SHRUB SPRAY 1812-10Q—SAM—PCS—VPC 0.39 10' 30 O KINGS BROS. INLINE CHECK VALVE— CV MODEL FOR LINE SIZES <1-1/2", BPC MODEL ® RAINBIRD SHRUB SPRAY 1812-10H—SAM—PCS—VPC 0.79 10' 30 FOR LINE SIZES EQUAL OR LARGER THAN 1-1/2" RAINBIRD SHRUB SPRAY 1812-10E—SAM—PCS—VPC 1.57 10' 30 N KINGS BROS. BTU SERIES TRUE UNION BALL VALVE — (LINE SIZE). PLACE IN CARSON ® RAINBIRD SHRUB SPRAY 1812-10VAN—SAM—PCS—VPO�R. 10' 30 VALVE BOX W/ OVER—THE—RIM COVER W/ 2" LETTERS HEAT BRAND "BV" ON LID ID RAINBIRD STRIP SHRUB SPRAY 1812-15SST—SAM—PCS—VRC21 4'X30' 30 k HYDROSCAPE SEE DETAIL "A" ON SHEET 47. ® RAINBIRD STRIP SHRUB SPRAY 1812-15EST—SAM—PCS—VP8.61 4'X15' 30 NOTE: ALL 1800 SERIES SPRAY HEADS SHALL BE A 12" POP—UP ® CALSENSE TRB-1 RAIN BUCKET. MOUNT ON PANT. ® RAINBIRD POP—UP ROTOR T-12C-22-25—SAM 2.7 22' 45 ® CALSENSE ETG/ETGE ET GAUGE AND VANDAL RESISTANT ENCLOSURE LOCATE IN Q2 RAINBIRD POP—UP ROTOR T-12C-22-65—SAM 0.7 22' 45 LANDSCAPE AREA AS SHOWN ON PLANS. ® CALSENSE 2" FLOW METER—FM SERIES— IN CARSON 1419B-4B BOX ® RAINBIRD POP—UP ROTOR T-12C-22-13—SAM 1.3 22' 45 ® GRISWALD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 2" SIZE ® RAINBIRD POP—UP ROTOR T-12C-30-50—SAM 5.5 33' 45 IN CARSON JUMBO VALVE BOX W/ 2" LETTERS HEAT—BRAND "MV" ON LID © RAINBIRD POP—UP ROTOR T-12C-30-13—SAM 1.4 33' 45 ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE ® RAINBIRD POP—UP ROTOR T-12C-30-25—SAM 2.9 33' 45 ® 2" TURBO DOMESTIC WATER METER (BY OTHERS) PRESSURE MAINLINE — ALERTLINE SCHEDULE 40. SIZED PER PLAN. O RAINBIRD QUICK COUPLER 33DLRC — PROVIDE BRICK SUPPORTS UNDER BOXES NOTE: MAINLINE SHALL RECEIVE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. HEAT BRAND LID "QCV" LATERAL LINE — ALERTLINE SCH 40 PVC, SIZED PER PLAN ® RAINBIRD REMOTE CONTROL VALVE —EFB—CP—PRS—B, SIZE PER PLAN PLACE IN CARSON VALVE BOX W/ OVER—THE—RIM COVER HEAT SLEEVING — SCH 40 PVC (TWICE SIZE OF WORKING PIPE), CURB SHALL BE CHISELED "IP" BRAND LID "RCV" W/STATION No. AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS. VALVE SEQUENCE /71a—MAX. GPM DEMAND VALVE SIZE - 'DO NOT DRINK SIGN' SEE SIGN FACE DETAIL SHEET 50. POLE MOUNT ON GALVANIZED 1-1/2" O.D. POST SET IN CONC. SIGN FACE ® 5' HIGH HT. NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR RECLAIMED WATER (PURPLE PIPE). PRODUCT SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. O FOUR CONDUCTOR CABLE—PACE—P-7172—D—A DIRECT BURIAL TELEPHONE COMMUNICATION CABLE STUBBED OUT TO EACH CONTROLLER LOCATION CONTINUOUS LT FROM SOURCE WITH A 5' LOOP PLACED IN LOCKING 'T' LID VALVE BOX ®EACH CONTROLLER LOCATION. SEE UTILITY PLANS DWG. No 2563010. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL—ROPE TO CONTROLLER FROM DROP, PER PAC. BELL REQUIREMENTS. PAC. BELL SHALL PROVIDE WIRE AS SPECIFIED. TELEPHONE INTERFACE IN EACH CONTROLLER ENCLOSURE. O 120 VOLT POWER PROVIDED BY OTHERS. SEE UTILITY DWG. No. IRRIBOOST BOOSTER PUMP SEE SHEET 48 FOR DETAIL AND SPECIFICATION. 2C 24.2 1 C 3 8.0 - LEUCADIA BOULEVARD IOT 5B 8 PATH SEE DETAIL LOT LOT 56 _ 1 3 " 2 Q� Kv � C o 75 4" _ * — -fie- __ 4 — 06 _ 2' --to? -rte Cr _ h 0 0 `?- i y 70 1-1/2" O " 3� 5' D.G. PED PATH SEE DETAIL -® CONTROLLER 'C' SEE 3/4" FOR HS ALOX IRRIGATION LEGEND /4" -i.,, - —_ LEUC BLVD. . DWG 4457—I'•, FOR IRRIGATION NOTES AND DETAILS SEE 5-217 SHEETS 47-48 \ NOTE: CONTROLLER LOCATION FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 LOT 57 ___i SHALL BE LOCATED WITHIN R.O.W. IL LANDSCAPE AND IRRIGATION PROVIDE 2" MAINLINE - ND 37.5 13C INSTALLATION SHALL BE COMPLETED BUNDLE(1) CONTROL WIRE AND GROUND NOTE: PLANTING AND IRRIGATION SHOWN ON " WTIH 2ND PHASE OF STREET WIRE IN PLASTIC VALVE BOX. DWG No. 4628-I SHALL BE TO BACK OF WALK 1 -1 / IMPROVEMENTS LEUCADIA BOULEVARD WHERE GOLF COURSE IS ADJACENT TO WORK PASE DE LAS FLORES SHOWN ON THESE PLANS. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE GILLESPIE APPROVALS CITY OF T ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: IN OF BRASS DISK DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: STREETSCAPE PLANS FOR TM 94-066 IN WELL MONUMENT. HORIZONTAL•As SHOWN LOCATION: STA. 84+24 EL CAMINO REAL GROUP ANC. SAN DIEGO C 58 - 897 92122 RECORDED FROM: S.D. CO. VERTICAL. VERTICAL: AS SHOWx 619 • 5ba • 8977 BY: _ _ BY: - ENCINITAS RANCH - TM 94 - 066 4457 - I FAX 619 558 • 9168 CONTROL PAGE 105 DATE:—.-,- DATE: SHEET 45 OF 58 ELEVATION: 120.20 DATUM: M.S.I. IRRIGATION PLANS IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI SYMBOL MANUFACTURER DESCRIPTION MODEL GPM RAID. PSI D RAINBIRD SHRUB SPRAY 1812-10Q-SAM-PCS-VPC 0.39 10' 30 O KINGS BROS. INLINE CHECK VALVE- CV MODEL FOR LINE SIZES <1-1/2", BPC MODEL m RAINBIRD SHRUB SPRAY 1812-10H-SAM-PCS-VPC 0.79 10' 30 FOR LINE SIZES EQUAL OR LARGER THAN 1-1/2" RAINBIRD SHRUB SPRAY 1812-10E-SAM-PCS-VPC 1.57 10' 30 H KINGS BROS. BTU SERIES TRUE UNION BALL VALVE - (LINE SIZE). PLACE IN CARSON ® RAINBIRD SHRUB SPRAY 1812-10VAN-SAM-PCS-VP�R1R. 10' 30 VALVE BOX W/ OVER-THE-RIM COVER W/ 2" LETTERS HEAT BRAND "BV" ON LID ED RAINBIRD STRIP SHRUB SPRAY 1812-15SST-SAM-PCS-VP•C21 4'X30' 30 ® HYDROSCAPE SEE DETAIL "A" ON SHEET 47. ® RAINBIRD STRIP SHRUB SPRAY 1812-15EST-SAM-PCS-VPI161 4'X15' 30 NOTE: ALL 1800 SERIES SPRAY HEADS SHALL BE A 12" POP-UP ® CALSENSE TRB-1 RAIN BUCKET. MOUNT ON PANT. Ql RAINBIRD POP-UP ROTOR T-12C-22-25-SAM 2.7 22' 45 0 CALSENSE ETG/ETGE ET GAUGE AND VANDAL RESISTANT ENCLOSURE LOCATE IN �2 RAINBIRD POP-UP ROTOR T-12C-22-65-SAM 0.7 22' 45 LANDSCAPE AREA AS SHOWN ON PLANS. z CALSENSE 2" FLOW METER-FM SERIES- IN CARSON 1419B-48 BOX ® RAINBIRD POP-UP ROTOR T-12C-22-13-SAM 1.3 22' 45 ® GRISWALD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 2" SIZE ® RAINBIRD POP-UP ROTOR T-12C-30-50-SAM 5.5 33' 45 IN CARSON JUMBO VALVE BOX W/ 2" LETTERS HEAT-BRAND "MV" ON LID © RAINBIRD POP-UP ROTOR T-12C-30-13-SAM 1.4 33' 45 ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE ® RAINBIRD POP-UP ROTOR T-12C-30-25-SAM 2.9 33' 45 ® 2" TURBO DOMESTIC WATER METER (BY OTHERS) PRESSURE MAINLINE - ALERTLINE SCHEDULE 40. SIZED PER PLAN. O RAINBIRD QUICK COUPLER 33DLRC - PROVIDE BRICK SUPPORTS UNDER BOXES NOTE: MAINLINE SHALL RECEIVE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. HEAT BRAND LID "QCV" LATERAL LINE - ALERTLINE SCH 40 PVC, SIZED PER PLAN ® RAINBIRD REMOTE CONTROL VALVE -EFB-CP-PRS-B. SIZE PER PLAN SLEEVING - SCH 40 PVC TWICE SIZE OF WORKING PIPE), CURB SHALL BE CHISELED "IP" PLACE IN CARSON VALVE BOX W/ OVER-THE-RIM COVER HEAT BRAND LID "RCV" W/STATION No. AS APPROVED BY CITY TO PERMANENTLY MARK LOCATIONS. VALVE SEQUENCE > MAX. GPM DEMAND p I VALVE SIZE DO NOT DRINK SIGN' SEE SIGN FACE DETAIL SHEET 50. POLE MOUNT ON GALVANIZED 1-1/2" O.D. POST SET IN CONC. SIGN FACE 0 5' HIGH HT. NOTE: ALL IRRIGATION MAINS, LATERALS AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR RECLAIMED WATER (PURPLE PIPE). PRODUCT SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. O FOUR CONDUCTOR CABLE-PAGE-P-7172-D-A DIRECT BURIAL TELEPHONE COMMUNICATION CABLE STUBBED OUT TO EACH CONTROLLER LOCATION CONTINUOUS LT FROM SOURCE WITH A 5' LOOP PLACED IN LOCKING 'T' LID VALVE BOX OEACH CONTROLLER LOCATION. SEE UTILITY PLANS DWG. No 2563010. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL-ROPE TO CONTROLLER FROM DROP, PER PAC. BELL REQUIREMENTS. PAC. BELL SHALL PROVIDE WIRE AS SPECIFIED. TELEPHONE INTERFACE IN EACH CONTROLLER ENCLOSURE. O 120 VOLT POWER PROVIDED BY OTHERS. SEE UTILITY DWG. No. ® IRRIBOOST BOOSTER PUMP SEE SHEET 48 FOR DETAIL AND SPECIFICATION. 12C 49.0 1 -1 / 9C 29.6 11C 29.6 1 -1 / ' i 18C 49.0 1 -1 / 1 -1 / 8C 29.6 10C 29.6 15C 43.0 1 -1 / \1 -1 / �► 7 0 B�tLDI�G MA DELEN KE G PARK EXIS�I� LO 58 9 o8' A.C. PEDESTRIAN/BI Y LE 310 p PATH SEE DETAIL 315 O3/4.. /3��"— 3 4" — - - O 2 O 2" O 1° 2" 1 O 3/4" O 1-1/2" O 1-1/2.. /4„ 1-112" O O 0 O I1 4-3— — -- *- ,� -- ---- -e-g- - - 1 _ - - , - —O a s ' ' � - O 90 2 94 .w o- z' ` ' ° T 64 8z 2nn = N14- � E 52 ' as W 3/4 O " UAIL GA S Cq w o 2n IT fl 4" Cp 3/4.. — _P :ZOLVIDE 2:: 1 -OUT AND OT 5 TO CLUB HOUSE � BUNDLED IN C~ PRO -- 5' D.G. PEDESTRIAN LOT 61 (1) CONTROL PATH SEE DETAIL-KAN Y� D IN PLASTIC VALVE BOX. NOTE: PLANTING AND IRRIGATION SHOWN ON DWG N:). 4628-I SHALL BE TO BACK OF WALK FOR IRRIGATION NOTES AND DETAILS SEE o WHERE GOLF COURSE IS ADJACENT TO WORK SHOWN ON THESE PLANS. SHEETS 47-48 0 FOR IRRIGATION SPECIFICATIONS SEE SHEET 49-50 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS DISK G[LLESP4E DESIGN 8910 UNIVERSITY CENTER LANE SUITE 580 RECOMMENDED BY: APPROVED BY: TM 94-066 -- IN WELL MONUMENT. HORIZONTAL AS sHOwN GROUPINC. SAN DIEGO CALIFORNIA 92122 STREETSCAPE PLANS FOR LOCATION. STA. 64+24 EL CAMINO REAL 619 • 558 • 8977 BY: --..-.__. BY: ENCINITAS RANCH - TM 94 - 066 445 '7 - I RECORDED FROM: S.D. co. VERTICAL VERTICAL: As SHOWN FAX 619 • 558 • 9188 CONTROL PAGE 105 ---- -- ELEVATION: 120.20 DATUM: M.S.L. DATE: __ DATE: IRRIGATION PLANS SHEET 46 OF 58 oTRO�ER w'// 1 IRRIGATION NOTES OMMUNICATIOIJS _,,,_. ° ANTENNA 2 �1 PLASTIC PURPLE VALVE BOX ERIES ICON W/ 'T' TYPE LOCKING LID 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING 7. A MINIMUM OF 10 FOOT OUT-TO-OUT HORIZONTAL SEPARATION BETWEEN RECLAIMED ERIES CONTROLLER IN 2 COMPACTED SUB GRADE AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR 2O 1oVAC DUPLEX OUTLET � WATER .MAINS AND POTABLE WATER OR SANITARY SEWER MAINS MUST BE /GFI CIRCUITRY 3 O -IYDRO-SAFE STAINLESS FLOW SENSOR, EQUIPMENT AND INSTALLATION. MAINTAINED AT ALL TIMES, OR AS SHOWN ON THESE APPROVED PLANS. O O TEFL ENCL. W TOP 1 6 - 4 PVC PRESSURE MAINLINE 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND 8. CONSTANT PRESSURE RECLAIMED WATER LINES SHALL CROSS AT LEAST 12 INCHES 0 OUNT DOOR & HINGE RUBBISH INCIDENTAL TO WORK OF THIS SECTION. BELOW POTABLE WATER LINES AND MAINTAIN A MINIMUM 12 INCH CROSSING EMOTE RADIO 4 1 CUBIC FT. PEA GRAVEL ONNECTOR 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. SEPARATION BETWEEN OTHER UTILITIES. O5 HONE DROP 2 OB ® CITY APPROVED WATERTIGHT B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40: 9. IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED ABOVE A RN (SERVICE O Z 5 CONNECTOR NTETERFAFACE BY PHONE CO) VARIES POTABLE WATER LINE OR LESS THAT 12 INCHES BELOW A POTABLE WATER LINE, THEN O WIRE BACK TO CONTROLLER 4, A. ALL WIRE SHALL BE ANG-UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE sO D-1 RAW BUCKET IN ,I THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE ANDAL PROOF ENCLOSURE B 8 BRICK BLOCKING MADE WITH PEN-TITE CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A 7 ONCRETE PAD PER a ANTENNA O SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE OF THE CENTERLINE OF THE POTABLE POLE O ANUFACTURER SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE LINE, FOR A TOTAL OF 20 FEET. g oN1RACroR SHALL PROwoE 5 CONCRETE r B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE, AT 10' INTERVALS. 10. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE NTROL WIRE, TELEPHONE, 3 FoonNC E FLOW SENSOR METER TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO NO ELECTRICAL SWEEPS TO NTS 5. BACK FLOW PREVENTION'DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. ROVIDE FOR A FULLY 4- 12" TYP. NcnoNAL CONTROLLER COUNTY DEPARTMENT AF 1,0112. PfFAI�II PRIOR TO ANY USE OF RECLAIMED WATER. PERATION - 2 SIZE FOR 7 INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND 11. AN ANNUAL CROSS-CONNECTION INSPECTION WILL BE DONE BY EITHER THE SAN ALVE WIRES, E FOR POWER, 2X (TYP.) MAINTENANCE AND. OPERATIONAL IR-RIGATION NOTES - . MANUFACTURER SPECIFICATIONS. .AND/OR T AN COUNTY DEPARTMENT -F . HONE, REMOTE NA, ETC. � DIEGUITO WATER DISTRICT HE S DIEGO CO DEP M NT 0 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW rzNVIR H-AL.T11 COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. :r INSPECTING PARTY. IT IS THE OWNER'S RESPONSIBILITY TO SUPPLY THESE PLANS WITH THE FOLLOWING 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) (INCHES DEEP AND ALL LATERALS TWELVE 12) _ NOTES AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN 'AS BUILT' PLANS TO 12. PRIOR TO THE CONVERSION TO RECLAIMED WATER, A SIGNAGE PLAN SHOWING THE FwISHED GRADE ! ANY AND ALL FUTURE OWNERS AND MAINTENANCE COMPANIES. INCHES DEEP. TRENCH BACKFIELD SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE LOCATIONS AND DESIGNS OF RECLAIMED WATER "DO NOT DRINK" SIGNS SHALL BE 8 ' _ OR EQUIPMENT. IN THE EVENT OF BACK FILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED FORWARDED TO THE SAN DIEGO COUNTY OF-PAiZT1�t TOF14VIi . AFAL7NFOR HY RO-SCAPE CONTROLLER ASSEMBLY MODEL NO. 1. THE PURPOSE OF THIS SPRINKLER SYSTEM IS TO PROVIDE ONLY SUFFICIENT WATER APPROVAL. . .REPAIRS AT HIS OWN COST, HS1 -ET140RGRBTM/HSRPANT/TRB/RRC40. CALSENSE ET1-40-R SERIES q TO MAINTAIN PLANT LIFE DURING DRY WEATHER CONDITIONS OR SUMMER SEASONS. 13, PRIOR TO THE CONVERSION TO RECLAIMED WATER, AN ON-SITE USER/SUPERVISOR SHALL CONTROLLER ENCLOSURE W POLE 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE CONTROLLER IN TURFMAN TOP MOUNTED L / 12 TIME CLOCKS SHALL BE READJUSTED CONTINUOUSLY THROUGHOUT THE SEASONS. BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING MO NTED REMOTE ANTENNA AND RAIN BUCKET. 'I`�� ON A WEEKLY BASIS IF NECESSARY TO PROVIDE WATER ONLY WHEN THE SOIL IS BOXES, ONE VALVE PER BOX, WITH FOUR (4) INCHES OF PEA GRAVEL BENEATH THE VALVE. GATE SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS- DRY AT A DEPTH OF 4" THE FIRST INITIAL GROWING SEASON AND 6" THE FOLLOWING VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER A AUTOMATIC CONTROLLER NTS YEARS. IF THE GROUND IS MOIST EITHER AT THE SURFACE OR'A DEPTH OF 4" (DURING 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONE NUMBERS SHALL BE THE FIRST YEAR AFTER INITIAL PLANT ESTABLISHMENT) OR IS MOIST AT A DEPTH OF OF SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. PROVIDED TO THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY DEPARTMENT Ot FLOW METER 6" THEREAFTER, SHUT THE TIME CLOCKS OFF AND DO NOT APPLY ADDITIONAL 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE INDICATED ON OF t FIVIIZ. 145t U_14 . O2 MASTER VALVE EjER WATER UNTIL SOIL HAS BEEN ALLOWED TO DRY. READ JUST TIME CLOCK PRIOR TO IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAIN LINE. 120 TURNING VALVES BACK ON. IF RAIN IS FORECAST OR IS IMMINENT, ALL IRRIGATION IN AN EMERGENCY CONTACT STEa/E t4ArZRrSoh1 AT 7153-ZAZ� O3 MINIMUM DISTANCE Tp SYSTEMS SHALL BE SHUTOFF AND NOT REACTIVATED UNTIL THE SOIL HAS DRIED TO VOLT SERVICE TO CONTROLLER SHALL BE BY THE CONTRACTOR. NAME PHONE UPSTREAM 1OX THE ABOVE DEPTHS. 11. PRIOR TO BACK FILLING IRRIGATION TRENCHES: AFTER HOURS CONTACT: 6Tp-v_ oAa.RJS.o p,3 ►I AT 7 -ZB24 DIAMETER OF FLOW WHITE (COMMON) NAME PHONE OMETER SIZE BLUE 2 A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A 14. THE RECLAIMED WATERLINE(S) AND IRRIGATION SYSTEM(S) SHOWN HEREIN SHALL BE MINIMUM DISTANCE 2. IF ANY SUBSURFACE DRAINAGE, OR RUN-OFF IS VISIBLE AT LOW AREAS, ACROSS DOWNSTREAM 5X SIDEWALKS, OR AT LOWER PORTIONS OF SLOPES IMMEDIATELY SHUT THE VALVES PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING CHARGED WITH POTABLE WATER UNTIL SUCH TIME WHEN RECLAIMED WATER IS DIAMETER OF FLOW OFF TO ALLOW THE AREA TO COMPLETELY DRY OUT. IF THIS CONDITION CONTINUES PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. AVAILABLE. PRIOR TO THE CONVERSION OF RECLAIMED WATER, ALL TEMPORARY METER SIZE AFTER SUBSEQUENT WATERING, A QUALIFIED GEOLOGIST OR GEOTECHNICAL B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. CONNECTIONS SHALL BE MINIMIZED AND ACCEPTABLE TO THE SAN DIEGUITO RED • ENGINEER MUST BE RETAINED TO PROVIDE RECOMMENDATIONS TO ELIMINATE C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS WATER DISTRICT. BLACK CALSENSE SUBSURFACE WATER OR DRAINAGE PROBLEMS. IF DURING NORMAL IRRIGATION, BEEN INSPECTED, TESTED AND APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE. 15. THE IRRIGATION SYSTEM SHALL OPERATE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 O PONDING TAKES PLACE ON ANY LANDSCAPE AREA, DRIVES, PARKING AREAS OR ANY A.M. THE FOLLOWING MORNING, OR AS ALLOWED BY THE SAN DIEGUITO WATER WHITE OTHER AREA,THE IRRIGATION SYSTEM SHALL BE IMMEDIATELY CONTACTED TO PROVIDE DISTRICT. RECOMMENDATIONS FOR POSITIVE AND PROPER DRAINAGE. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP I(p. ON RECI.ALMED WA-I-r--rz aYsTErAc;>,AL.L i4MAX*, BLUE SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES: 1(/}LVl? BOXES ETC.) 81,6N-S- RA-Cot.o2C:00W flEllZPLP_ reV- AgVkA 3. INSPECTIONS OF IRRIGATION SYSTEM SHALL BE MADE ON A DAILY BASIS TO 13, WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR,IN THE PRESENCE OF THE GlaIC)e trlES4;& o+q OP 714s QAL v. A L r eoA.FlE `CG`OC1_ . OBSERVE AND PROVIDE REPAIRS OR REMEDIES TO THE FOLLOWING CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE BOO TER LIMP SPE'CIFICA 11ONS UNACCEPTABLE PROBLEMS: PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL FURNISH AND INSTALL A PREFABRICATED'IRRIBOOST MODEL BEP-GA375-7.5-2 ONE PUMP RED A. OVER-SPRAY ON SIDEWALKS, STREETS, PAVED AREAS; FENCES, PARKING MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED BY BARRETT AREAS, WALLS, BUILDINGS OR OTHER STRUCTURES. HIS OWN COST. ENGINEERED PUMPS, SAN DIEGO, CA. (619-232-7867) THE SYSTEM SHALL BE CAPABLE OF B. DRAINAGE OR RUN-OFF ACROSS SIDEWALKS, PAVING OR STREETS. 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUILT" DRAWING N SEPIA AND PROVIDING A MINIMUM SYSTEM PRESSURE OF 1/2 PSIG"WHILE SUPPLYING A FLOW RATE BLACK C. DAMAGED OR IMPROPERLY OPERATING HEADS; PIPING, VALVES, CONTROLLERS G OR OTHER IRRIGATION EQUIPMENT. TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON FROM 0 TO 55 GPM WITH A SUCTION PRESSURE OF 29'PSIG MINIMUM. D. IMPROPERLY ADJUSTED OR OPERATING MOISTURE SENSORS. OR BEFORE FINAL INSPECTION. "AS BUILT" SHALL BE PROVIDED ON DISK IN 'AUTOCAD FORMAT'. PUMP SHALL BE SINGLE STAGE, END SUCTION DESIGN, CAST IRON BRONZE FITTED LB) FLOW METER INSTALLATION NTS 15. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE SEQUENCED VALVE CONSTRUCTION, EQUIPPED WITH MECHANICAL SHAFT SEAL, BACK PULLOUT DESIGN. PUMP IF WATER IS OBSERVED ON STREETS DR PUBLIC SIDEWALKS; PROPER WARNING SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. SHALL BE MODEL 375GA7-1.25 RATED 55 GPM AT 192 FEET HEAD, AND DRIVEN BY 7.S HP, 1 VALVE BOX W/ LOCKING SIGNS OR BARRIERS SHALL BE ERECTED IMMEDIATELY TO ENSURE SAFETY AND ( D JUMBO PURPLE PLASTIC EACH VALVE AND AREA SHALL BE COLORED SEPARATELY: 23 0/460 VOLT, 3 PHASE, 60 HERTZ, 3500 RPM, ODP MOTOR. - 2 LID, 'T' TYPE PROTECTION OF THE PUBLIC. THE WET AREA SHALL BE DRIED IMMEDIATELY BY 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL PROVIDE A METAL OXIDE VARISTOR PROTECTED ISOLATING PUMP START RELAY TO ( 2 FINISH GRADE MECHANICALLY REMOVING WATER: WATER ON A DAILY BASIS. AUTOMATICALLY CONTROL PUMP ON/OFF,OPERATION IN CONJUNCTION WITH THE 3 3 CONTROL WIRE W/24- 1T. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IRRIGATION CONTROLLER. INCLUDE A H-O-A SWITCH TO SELECT MODE OF OPERATION. O EXPANSION OI 4: ONLY LICENSED AND QUALIFIED LANDSCAPE CONTRACTORS AND LANDSCAPE S FURNISH A NEMA 4 CONTROL PANEL, CIRCUIT BREAKER,MAGNETIC STARTER WITH 4 C L IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1)YEAR FROM FINAL ACCEPTANCE BY THE CITY APPROVED WATER MAINTENANCE INDIVIDUALS SHALL PROVIDE OR MAKE REPAIRS TO IRRIGATION OVERLOAD PROTECTION, AND ALL NECESSARY INTERNAL WIRING AND COMPONENTS FOR _ III I I 5 TIGHT CONNECTORS SYSTEM. OWNER. 18. A SEPARATE PLUMBING PERMIT AND INSPECTION MAY BE REQUIRED FROM THE BUILDING INSPECTION AUTOMATIC OPERATION. THERE SHALL BE A LINE MOUNTED FLOW SWITCH THAT SHALL O BRASS UNIONS AND NIPPLES MONITOR THE WATER FLOW AND AUTOMATICALLY TURN THE PUMP OFF SHOULD THE (TYPICAL) S. AT ALL TIMES, THE LANDSCAPE CONTRACTOR OR MAINTENANCE CONTRACTOR DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS DRAWING, O6 1 CU. FT. PEA GRAVEL 19. ONE EXTRA GREEN AND ONE EXTRA ORANGE WIRE SHALL BE PROVIDED CONTINUOUSLY BACK TO THE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER SHALL ASSIGN A QUALIFIED INDIVIDUAL OR TO INSPECT AND MONITOR 6 7 BRICK BLOCKING THE IRRIGATION SYSTEM. OWNERS AND HOMEOWNERS REPRESENTATIVES SHALL CONTROLLER FOR EACH FIVE CONSECUTIVE VALVES ON A MAINLINE. THE WIRE SHALL BE LOOPED UP FLOW RATES OF 1FOOT PER SECOND. THE FLOW SWITCH SHALL OPERATE IN CONJUNCTION O INTO EACH OF THE FIVE VALVE BOXES THEY ARE TO SERVE. CONTRACTOR SHALL VERIFY CONTINUITY WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS. 7 O MAINLINE BE SUPPLIED WIRE 24 HOUR:EMERGENCY PHONE NUMBERS FOR USE.IN REPORTING BROKEN OR DAMAGED IRRIGATION EQUIPMENT. BACK TO CONTROLLER AND LABEL EACH EXTRA WIRE. THE SYSTEM SHALL HAVE SYSTEM MOUNTED PRESSURE GAUGES FOR INDICATING SUCTION $ I AND SYSTEM DISCHARGE PRESSURE, SYSTEM SHALL USE FULL LUG QUARTER TURN 6. ALL IRRIGATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE, CLEANING, BUTTERFLY VALVES ON SUCTION AND DISCHARGE LINES 2-1/2" AND GREATER, OR BRASS ADJUSTMENT, PARTS REPLACEMENT AND INSPECTION. IT IS THE RESPONSIBILITY OF RECLAIMED WATER GENERAL NOTES QUARTER TURN BALL VALVES ON SUCTION AND DISCHARGE LINES LESS THAN 2-1/2". THE LANDSCAPE CONTRACTOR OR LANDSCAPE MAINTENANCE COMPANY TO INCORPORATE PULL PUMP SYSTEM PIPE SIZE BYPASS WITH CAST IRON BRONZE FITTED MASTER CONTROL VALVE NTS PROVIDE THESE SERVICES ON A-CONTINUAL AND REGULAR BASIS AND SCHEDULE 1. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL WAFER/DISC CHECK VALVE ON LINES LESS THAN 2-1/2". THE SYSTEM SHALL USE TYPE 'L' 1 ROUND PURPLE PLASTIC VALVE BE PROTECTED FROM SPRAY BY RECLAIMED WATER. COPPER OR BRASS ON ALL ABOVE GROUND PIPING. PUMP SYSTEM PIPING SHALL BE 2" 7. WATER SHAH BE APPLIED TO PLANTING AREAS IN SHORT INTERVALS OR MOISTURE BOX, AMATEK OR EQUAL W/ SENSORS SHALL BE ADJUSTED TO PROHIBIT ANY SURFACE PONDING OR RUN-OFF 2. CONDITIONS THAT DIRECTLY OR INDIRECTLY CAUSE A RUN-OFF OF RECLAIMED WATER SIZE ON INLET AND OUTLET, ALL PREASSEMBLED. g 'T' TYPE LOCKING LID. VALVE OUTSIDE THE APPROVED RECLAIMED WATER USE AREA, OR CAUSE A PONDING OF 1 BOX EXTENSION ADDED AS AND AT NO TIME SHALL WATER BE APPLIED 70 CAUSE SOIL SATURATION, THE SYSTEM SHALL BE MOUNTED ON COMMON STRUCTURAL STEEL STAND WITH PIPE NECESSARY. RECLAIMED WATER OR PERMIT WINDBLOWN SPRAY TO PASS OUTSIDE OF THE SUPPORT AS REQUIRED, THE SYSTEM COYER SHALL BE MINIMUM 18 GAUGE STAINLESS 2 2 FINISH GRADE 8. OVER WATERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND APPROVED USE AREA, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM STEEL; WITH LOUVERS OR OPENINGS FOR HEAT DISSIPATION AND DOORS FOR SYSTEM \, 111 1 II-� - - DAMAGE TO CONCRETE AND ASPHALT PAVING,DAMAGE TO FOUNDATIONS AND OPERATION, SHALL BE ELIMINATED OR CONTROLLED TO THE GREATEST EXTEND POSSIBLE ACCESS, THE COVER SHALL BE SECURED TO THE CONCRETE PAD WITH STAINLESS STEEL I� I - 3 CHECK VALVE POSSIBLE LOSS OF SOIL COMPACTION. A QUALIFIED GEOTECHNICAL ENGINEER WITH THE USE OF THE BEST PRACTICABLE TECHNOLOGY AND METHODOLOGY. 4 INTEGRAL UNIONS HARDWARE. 9 4 SHALL BE RETAINED TO PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL BASIS 3. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ONTO SIDEWALKS, 3 10 5 B" CLEAR BELOW VALVE TO INSPECT FOR EXCESS SOIL MOISTURE. STREETS AND OFFSITE. TOP OF BOX 1 ABOVE FINISH 4, HOSE BIBS ARE STRICTLY PROHIBITED. THE RESPONSIBILITY OF ENSURING THAT THE ABOVE PRECAUTIONS, REPAIRS AND S. IDENTIFICATION, BY MEANS OF PURPLE COLOR CODING, STENCILING AND WARNING 7 9 1 CU. FT. PEA GRAVEL1s +. T� CONTINUING MAINTENANCE ARE PROPERLY PERFORMED IS THE RESPONSIBILITY OF THE TAPES, AS WELL AS COVERAGE OF ALL WIRING AND IRRIGATION PIPING SHALL CONFORM mow. 1g BRICK BLOCKING OWNER AND EVENTUALLY THE HOMEOWNERS ASSOCIATION, THE LANDSCAPE TO ALL APPLICABLE REQUIREMENTS OF ALL GOVERNMENT AGENCIES HAVING o DEPTH-SEE SPECIFICATIONS ARCHITECT HAS BEEN RETAINED TO PREPARE THESE PLANS ONLY AND DOES NOT JURISDICTION OVER INSTALLATION' OF IRRIGATION SYSTEMS, ALL MAINLINE PIPES SHALL ' PROVIDE POST CONSTRUCTION REVIEWS NOR REVIEWS OF ON-SITE MAINTENANCE. THE 1 HAVE WARNING TAPE'PER THE SAN DIEGUITO WATER DISTRICTS RULES AND � 10 CHRISTY'S VALVE TAG ATTACHED LANDSCAPE ARCHITECT DOES NOT ASSUME RESPONSIBILITY NOR LIABILITY OF W PLASTIC CABLE TIE, REGULATIONS: 1 _ INDICATE LVE STATION. MAINTENANCE OR REVIEW OF MAINTENANCE WORK OR REPAIRS OR DAMAGES 6 ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE CHECK/�► `, `' RESULTING FROM LACK OF REPAIRS, MAINTENANCE, ADJUSTMENTS, OR IMPROPER CHECK V A L Y E INSTALLATION OR IRRIGATION EQUIPMENT, STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCW NTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE - - APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G ILirrrlr ` DESCRIPTIONL.x.QP-.r I- _�- DIl11011 8010 cmn+tl"NITY c""m Lary bu'Ta 680 RECOMMEND&D BY: AP VE Y: r TN 94-080 HORIZONTAL: AAA 1� olov?INC, SAN DIAGO CAUrORMIA nrt pN IRRIGATION NCT�9 AND nBtTAiLB FOR: LOCATION':-.ATA,....�1+0# nL QAMWP R1tlAL. �Y .!!l.'. 1BY ' -..�- <r . 0,e� • ®�ww ENCINITAS� RANCH 4+ 57--1 ..., .. .__ ...�._ R>rCORpilln r�Rbl�la_�ttina:rrCAL VERTICAL: AIB BHO�'N r�Ax efa • sett • tltAe 9 auroenn• DA�')�'.�"4'�''t�'I LLVATION�.1: St, tCt_ ,. _. DAT�J1I:._�4llL�.: C,\[liffi IICTSS' ,04 107 0�u\Dt?AWIFJQ,S'\lRl?0T1 mac. r Ot SATURATE AND COMPACT O 10" ROUND PURPLE PLASTIC BACKFILL TO 9OX VALVE BOX, AMATEK OR O2 FINISH SURFACE EQUAL 'T' TYPE W/LOCKING LID. 2 Q3 NON-PRESSURE LATERAL LINE FINISH GRADE 1 BELOW TOP 1 LEGEND 1 04 PRESSURE MAIN LINE O BALL OF BOX VALVE O1 FINISH GRADE DIRECT BURIAL, LOW VOLTAGE O INTEGRAL UNIONS I_- CONTROL WIRES, BUNDLE O2 ROTOR POP-UP SPRINKLER _ / 2 w I I I (° -AT 10 FT. D.C. O PVC SCH. 40, 45' ELL (TYP) -I I — PVC PRESSURE MAINLINE P (LENGTH 8 AS (REQUIRED) z PIPE (SEE SPECS.) 5 1—I II- 3 OD 1111AMINUM 1 2 Q7 1 CU. FT. PEA GRAVEL O4 PVC SCH 40 ELL I- — O8 BRICK O PVC SCH 40 STREET ELL 4 LI I I I ) I ( O9 DEPTH-SEE SPECIFICATIONS 6U PVC LATERAL PIPE ® 5 3 iv 4 5 O7 PVC SCH 40 TEE OR ELL " MI O9 TYP. 4 6 5 NO SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS 3 A TRENCHING NTS NOTE: B 7 5 VALVE BOX EXTENSIONS TO BE ADDED AS NECESSARRY (D HARDSCAPE SURFACE, SEE PLANS O CLEAN BACKFILL AS REQUIRED, REFER M ENGINEER FOR PA TION =BALL VALVE G HIGH POP- UP ROTOR HEAD NTS .MATERIAL AND COMPACTION REQUIREMENTS. NTS O3 LATERAL LINE W/ SLEEVE ® CLEAN SAND O PRESSURE MAIN LINE W/ SLEEVE 30-INCH LINEAR LENGTH OF LOW VOLTAGE CONTROL WIRES. SLEEVE SIZE AS REQUIRED - WIRE, COILED O MINIMUM COVER. 2�CITY APPROVED WATER PROOF 18" UNDER 24" UNDER DRIVES CONNECTION (1 OF 2) i I I ( I I— 36" UNDER STREETS 1 2 3 4 5 O REMOTE CONTROL VALVE: _I 6 SEE LEGEND �IIII O VALVE ID TAG ATTACHED W/ t 2 PLASTIC: CABLE TIE CARSON VALVE BOX - 3 O OVER E RIM LIDW/r TYPE MIN. 7 LOCKING LID, HEAT BRAND 2 1 6" 4 -�— COVER W/'RCV' AND STATION. FINISH GRADE/TOP OF MULCH Q MIN 8 O KNISH GRADE 1" BELOW TOP :#s . 5 OF BOX O2 POP-UP SPRAY SPRINKLER 2" CIR. Ci 6 9 O7 PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O° 6 O8 PVC SCH 40 ELL 0 6 CD a g©©O° 10 O PVC SCH 80 NIPPLE 4 PVC SCH 40 ELL (LENGTH AS REQUIRED) O PVC SCH 40 STREET ELL t0 BRICK (1 OF 4) 3 O6 PVC SCH 40 TEE OR ELL NO 11 PVC MAINLINE PIPE O7 PVC LATERAL PIPE ALL SLEEVES TO BE PVC SCH. 40 PIPE. 4 ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE WORKING PIPE. 12 SCH SO NIPPLE (2-1WCH ' ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. LENGTH, HIDDEN) AND CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. SCH 40 ELL 16 15 14 13 1 t i _'" � ,.. ' B S L E E V I N G 13 PVC SCH 40 TEE OR ELL NTS 14 PVC SCH 40 MALE ADAPTER r , 15 'PVC LATERAL PIPE 83.0-INCH MINIMUM DEPTH ,OF 5 3 5 6 7 3/4-INCH WASHED GRAVEL 1 NOTE: VALVE BOX EXTENSIONS TO BE ADDED AS NECESSARRY 2 5 LE REMOTE CONTROL VALVE NTS H 12" POP- UP SPRAY HEAD NTS 6 �--0 9 0 8 5 7 O FEBCO #825 YA REDUCED PRESSURE p 2 3 O1 FINISH GRADE/TOP OF MULCH TYPE BACKFLOW PREVENTER t 1"BELOW TOP OF BOX 3 t 90' BRASS ELLBOW (TYP.) 7 4 7 11 O2 QUICK-COUPU14G VALVE: 4" CONCRETE SLAB O VALVE BOX WITH. PURPLE COVER: �� _ 12 6-INCH SIZE 'T' TYPE LID (�) PVC ADAPTER AS REQUIRED • ' 13 � � O4 PVC SCH 80 NIPPLE O 2 CU. FT. CONCRETE BLOCK 15 12 \\ \ 4 (LENGTH AS REQUIRED) HIGHEST POINT OF DISCHARGE 14 O5 3-INCH MINIMUM DEPTH OF BRASS OR COPPER TO METER 3/4-INCH WASHED GRAVEL AS REQUIRED , 13 5 Q BRICK (1 OF 2) 8 O7 DEPTH AS PER SPECIFICATION 31 C OSE-COUPLED END SUCTION CENTRIFUGAL PUMP CAST I ON BRONZE FITTED; BACK 7 PVC SCH 40 STREET .ELL ® WATTS #777 WYE STRAINER PULLOUT DESIGN MECHANICAL SEAL ODP MOTLIR. 6 2 C MBINATION CIRCUIT BREAKER/MAGNEYIC STARTER CONTROL PANEL NEMA 4 ENCLOSURE 8 PVC SCH 40 TEE OR ELL WITH HOA SWITCH AND COMPONENTS TO AUTOMATICALLY CONTROL OVER PUMP SYSTEM. 3 F BRICATED STEEL ENCLOSURE WITH LOCKABLE DOORS AND VENTING, STAINLESS STEEL 9 PVC MAINLINE PIPE 12" 4 F BRICATED CHANNEL STEEL BASEPLATE, EPDXY COATED. 2 5 BRASS QUARTER TURN BALL STYLE ISOLATION VALVE, 8" 6 BRASS/STAINLESS FITTED IN LINE DISC STYLE CHECK VALVE �✓ —, - 7 BRASS UNION, 12541 RATED. =7 1=1 I F 1-111= I I= 8 PRESSURE GAUGE, 2 112' DIAL, LIQUID FILLED, STAINLESS CASE, 10 PVC SCH AO ELL 9 FLOW SWITCH, TEE MOUNTED, NON-METALLIC, SWING PADDLE STYLE, 10-15 FPS SETTING; 11 REBAR STAKE W/ 3 111 . to TYYPE 'L' COPPER" STAINLESS STEEL GEAR O7 6 11 BRASS PIPE NIPPLE, WRAPPED IN PVC TAPE. CLAMP�R EQUIVALENT SUPPORT SYSTEM 4 I , . t a 72 BRASS THREADED 90 DEGREE ELL 11 7 10 9 8 7 13 SCHEDULE 80 PVC MALE ADAPTER, NOTE:1.' FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO 14 POWER LINE AND CONDUIT FOR BOOSTER SYSTEM, RATED FOR MAXIMUM AMPERAGE OF NOMINAL QUICK COUPLING VALVE INLET SIZE. a ', 0ON15 1 RRI GATI CONTROL SIGNAL(S) AND CONDUIT FROM IRRIGATION CONTROLLERS(S), Z. b"u.ton mvey'v Foa. 5 C IRRIGATION BOOSTER PUMP DETAIL NTS I QUICK-COUPLING VALVE IN BOX NTS LL) BACFLOW PREVENTER NTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE : . -- APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G ILL13PIE DE9CRIPTION: 9P-._9_.A4AN_=IS--------- I)eIIIIN evso umvicasrrlr czwmit LwE eurrE eeo RECOMMENDED BY: APPROVED BY: TM 94-068 HORIZONTAL: W WQ GROUP INC. "S DIEGO CAUrORNIA 98182 IRRIGATION DETAILS! FOR: LOCATION:__�'1'X 44±@4_BI3e...C.AN Q_FX k__ //��ii x • eee eow7 J_I __v_ ENCINITAS RANCH 4457—I RECORDED FRORL:--.Q.,Ds._QSL__Y1G8TtCei._w_..— VERTICAL: AS.__�.H4.N''�i. `" _ � ._TAX OiQ • eee • else BY:_. ,. ..� __. _ � _ HY: t.xx.".pt .._. ,._..._..._...._-_..._.,.,., .:<_._.._-.:__� _„__-.._..� ..�.._.....„_...:_..:_..._......__ __..:_.: _O_L C_�V..A...T.,_I-.O..._N_.. LA _-- _ _ DATUt:__ LJLti.__ •prxi-T_k_r.r_t-r.x.R_ . D A _- .Z _ .- DATEy. J-_. 4.7 SHEET 48 QI V 8 (' 91 I0'i SECTION 02810 - IRRIGATION SYSTEMS F. Product Options: Irrigation system piping, specialties, and E. Polyvinyl Chloride (PVC) Plastic Pipe_ Fittings: ASTM D 2467, 4. Bubbler: Fixed pattern, with screw-type flow adjustment. C. Pressure Piping Underground: Use the following: PART 1 - GENERAL accessories are based on specific types, manufacturers, and models Schedule 80, socket-type. 5. Pop-Up, Spray: Fixed pattern, with screw-type flow adjustment indicated. Components with equal performance characteristics and stainless-steel retraction spring. 1. 3 Inches (80 mm) and Smaller: Copper tube, Type L (Metric , produced by other manufacturers may be considered, provided F. 'Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2466, 6. Pop-Up, Rotary Spray: 'Gear drive, full-circle and adjustable designation: Type B), annealed temper; wrought-copper tube 1.1 RELATED DOCUMENTS deviations in dimensions, operation, and other characteristics do Schedule 40, socket-type; part-circle type. fittings; and soldered joints. not change design concept or intended performance as judged by 2. 3 Inches (80 mm) and Smaller: ASTM D 1785, Schedule 80, A. Drawings and general provisions of the Contract apply to this the Architect or the City of Encinitas. The `burden of proof of G. Dielectric Fittings: Assembly or fitting with insulating material g g p pp y � Y g 8 polyvinyl chloride: (PVC) plastic pipe; ASTM D 2467, Schedule 80, PVC Section. product equality is on the Contractor. isolating joined dissimilar metals to prevent galvanic action and plastic, socket-type pipe fittings; and solvent-cemented joints. stop corrosion. These devices are a combination of copper alloy 3. 3 Inches (80 mm) and Smaller: ASTM D 2241, SDR 17, polyvinyl 17 PROJECT CONDITIONS and ferrous metal; threaded- and solder-end types, matching chloride (PVC) plastic pipe; ASTM D 2467, Schedule 40, PVC plastic, . 1.2 SUMMARY piping system materials. socket-type pipe fittings; and solvent-cemented joints. A. This Section includes valves, piping, s sprinklers, specialties, A. Perform site survey, research public utility records, and verify 1. Dielectric Unions: Facto fabricated, union assembly, es' P P existing utility locations. Verify that irrigation system i y' igned D. Circuit Piping: Use the following: accessories, controls, and wiring for lawn irrigation systems. g y �' irrig Ys piping �y for 250 psig (1725 kPa) .minimum working pressure at 180 deg F be installed in compliance with original design and referenced (82 de g C). Include insulating material isolating dissimilar metals 1. All Sizes: ASTM D 2241, SDR 17 or 21, polyvinyl chloride PVC B. This Section includes valves, piping, s sprinklers, specialties, standards, and ends with inside threads according to ASME B1;20.1. P y (PVC) P P Ong plastic pipe; ASTM D 2488, CLS 200, PVC plastid, socket-type fittings; accessories, controls, and wiring for shrubbery irrigation systems. 2. Transition Fittings: Manufactured assembly or fitting, with a nd solvent-cemented joints. B. Site Information: Reports on subsurface condition investigations pressure rating at least equal to that of system and with ends made during design of the Project are available for informational compatible to piping where fitting is to be installed. E. Branches and Offsets at Sprinklers and Devices: ASTM D 1785, 1.3 DEFINITIONS purposes only; data in reports are not intended as representations Schedule 80, polyvinyl chloride (PVC) plastic pipe with threaded or warranties of accuracy or continuity of conditions (between soil ends; ASTM D 2464, Schedule 80, PVC plastic, threaded fittings; and A. Pipe sizes used in this Section are nominal borings). Owner assumes no responsibility for interpretations or 2.4 JOINING MATERIALS p pipe size (nt S) in conclusions drawn from this information. threaded joints. inches. Tube sizes are Standard size in inches. Equivalent SI (metric) ( ) P arentheses. sizes are indicated in millimeters mm in A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent 1. Option: Plastic piping made for this a a be used B. Supply Piping: Piping from water source to connection to 1.8 SEQUENCING AND SCHEDULING cement in color other than orange. instea d of pipe and fittings specified. application may irrigation system pressure piping. Piping is under same pressure A. Coordinate irrigation systems work with landscape;work specified F. Sleeves: ASTM D 1785, Schedule 40, polyvinyl chloride (PVC) as water supply. Piping m this category is not included in this „ 2.5 BACKFLOW PREVENTERS 2.11 AUTOMATIC CONTROL SYSTEM plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket-type Section. in Division 2 Section "Landscape Work.* Description: ASSE Standard backflow fittings; and solvent-cemented joints. p preventers, of size indicated A. Description: Low-voltage controller system, made for control of C. ?ressure Piping: Piping downstream from supply piping to and for maximum flow rate and maximum pressure loss indicated. irrigation system automatic control valves. Controller operates on inc u control valves. Piping is under irrigation tem pressure. 1.9 EXTRA MATERIALS 120 volts a.c. building power system, provides 24 volts a.c. power to �8 P• 8 � P ` g P y P P 3.5 JOINT CONSTRUCTION. PipLng in this category includes pressure regulators, water meters, 1. Working Pressure: 150 psig (1035 kPa) minimum except where control valves, and includes stations for at least the number of and backflow reventers, when used. A. Deliver extra materials to Owner. Furnish extra materials otherwise indicated. control valves indicated. P matching products installed as described below. Package them with A. Threaded Joints: Thread pipes with tapered pipe threads g P ag 2. 2 Inches (50 mm) and Smaller: Bronze body with threaded ends. according to ASME B1.20.1, apply tape or joint compound, and apply D. ircuit Piping: Pi downstream from control valves to protective covering for storage and label clearly' describing contents. B. Exterior Control Enclosures: Weatherproof enclosure with locking P 8 PmB rp g wrench to valve ends into which pipes are being threaded. irri ation system sprinklers, emitters, devices. Piping is under 3. Interior Components: Corrosion-resistant materials. cover and 2 matching keys. Enclosure construction complies with pre sure (less than pressure piping) during flow. 4. Strainer supplied with and compatible for size and capacity with NFPA 70 and NEMA 250, Type 4, and includes provision for B. Copper Tube and Fittings, Soldered Joints: Construct joints ng 1. Valve Keys: Furnish quantity of tee-handle units equal to 25 unit, on inlet, where strainer is indicated. grounding• according to CDA No. 40 /0 Products Handbook "Copper Tube E. ontrol Valve: Manual or automatic (electrically operated) valve percent of amount of each type key-operated, control valve „ for control water flow to irrigation system zone. installed. B. Reduced-Pressure-Principle Backflow Preventer: ASSE 1013, with 1. Material: Enameled-steel, sheet metal. Handbook. 2. Quick-Coupler Hose Swivels: Furnish quantity of units equal to (OS&Y) gate valves on inlet and outlet and strainer on inlet. 2. Material: Stainless-steel, sheet metal. 25 percent of amount of each type quick coupler installed. Include test cocks and pressure-differential relief valve with ASME 3. Material: Molded plastic. C. Polyvinyl Chloride (PVC) Piping Solvent-Cemented Joints: 1.4 SYSTEM PERFORMANCE REQUIREMENTS 3. Quick-Coupler Operating Keys: Furnish quantity of units equal A112.1.2 air-gap fitting 8 located between 2 positive-seating check 4. Mounting: Free-standing-type for concrete-pad mountin g Construct joints according to ASTM D 2672 and ASTM D 2855. to 25 percent of amount of each type quick coupler installed. valves for continuous pressure application. 5. Mounting: Surface-type for wall mounting. 1. Handling of Solvent Cements, Pruners, and Cleaners: Comply A. ocation of Sprinklers and Devices: Design location is with procedures in ASTM F 402 for safe handling when joining approximate. Make minor adjustments necessary to avoid plantings 1. Pressure Loss: 15 psig (103 kPa) maximum, through middle C. Transformer: Internal-type, and suitable for converting 120 volts plastic pipe and fittings with solvent cements. an obstructions such as signs and light standards. PART 2 - PRODUCTS third of flow range. a.c. power to 24 volts a.c. power. P piP B 2. Gate valves supplied with and compatible for size and testing of D. Dissimilar Materials Piping Joints: Construct joints using B. um Water Coverage: Not leas than: unit on inlet and outlet. Valves 2 inches (50 mm and smaller D. Controller Stations for Automatic Control Valves: Per 2.1 MANUFACTURERS may be ball valves if these are unit manufacturers standard valve manufacturer's specifications. adapters that are compatible with both piping materials, outside L lanting Areas: 100 percent. for this application. diameters, and system working pressure. Refer to "Piping Systems A. Available Manufacturers: Subject to compliance with E. Timing Device: Per manufacturer's specifications. - Common Requirements" Article for joining dissimilar metal piping. C. 13omponents and Installation: Capable of producing piping requirements, manufacturers offering products that may be 2.6 PRESSURE REGULATORS 3.6 PIPING SYSTEMS - COMMON REQUIREMENTS sys ems with the following minimum working pressure ratings incorporated in the Work include, but are not limited to, the F. Wiring: UL 493, solid copper conductor, insulated cable, suitable except where indicated otherwise. following: A. Description: ASSE 1003, single-seated, direct-operated-type for direct burial. . A. General Locations and Arrangements: Drawings indicate general water pressure regulators, rated for initial working pressure of 150 location and arrangement of piping systems. Indicated locations B. Manufacturers: Subject to compliance' with requirements, provide 1. ressure Piping: 150 psig (1035 kPa). psig (1035 kPa) minimum, with size, :flow rate. inlet and outlet 1. Feeder Circuit Cables: Type UF, No. 12 AWG minimum, between and arrangements were used to size pipe and calculate friction lose, products by one of the following: pa and in other design considerations. 2. ircuit and Drain Piping: 100 psig (690 kPa). pressures indicated. Include integral factory-installed or separate source and controllers. 1. Gate Valves for Underground Installation: As indicated on lens. field-installed Y-pattern strainer that is compatible with unit for 2. Low-Voltage, Branch Circuit Cables: Type UF, No. 14 AWG F size and capacity. minimum, between controllers and automatic control valves. Jacket B. Install components having pressure rating equal to or greater 1.5 SUBMITTALS color is other than feeder-circuit-cable jacket color. Furnish than system operating pressure. 2. Automatic Control Valves: As indicated on plans. 1. 2 Inches (50 mm) and Smaller: Bronze body with threaded ends. cables with jackets of different colors for multiple cable installation A. - eneral: Submit the following according to the Conditions of the in same trench. C. Install piping free of sags and beads Co tract and Division 1 Specification Sections. 3. Control Valve Boxes: 2. Interior Components: Corrosion-resistant materials. 3. Splicing Materials: Pressure-sensitive thermoplastic tape and other materials required to make specified connections. D. Locate groups of pipes parallel to each other, spaced to permit B. Product data including pressure rating, rated capacity, settings, a. Ametek by Plymouth Products Div., AMETEK. and electrical data of selected models for the following: b. Applied Engineering Products. valve servicing. g PF g 8 2:7 VALVES.. c. Brooks Products, Inc., Polyplastics Div: E. Install fittings for changes in direction and branch connections. 1. ater meters. d. Carson Industries, Inc. A. General: Valves are for general-duty and underground 2.12 CONCRETE BASES 2. 3ackflow preventers, including test equipment. e. DFW/HPI by Hefco Plastics, Inc. applications. Refer to "Valve Applications" Article for locations of F. Piping Connections: Except as otherwise indicated make piping FP PP P 8 P P•P g 3. ressure regulators. f. National Diversified Sales, Inc. various valve types specified in this Article. Refer to "Control A. Concrete: Portland cement mix, 3000 psi (20.7 MPa). connections as specified below. 4. Valves, including general-duty, underground, manual and g. Pepco Water Conservation Products, Inc. Valves" Article for control valves and accessories and "Backflow automatic control, and quick-coupler types, and valve boxes. h. Quazite Div., Morrison Molded Fiber Glass Co. Preventers" Article for backflow preventer valves. 1. Cement: ASTM C 150, Type L 1. Install unions, in piping 2 inches (50 mm) and smaller, adjacent 5. Sprinklers, including emitters, drip tubes, and devices. 2. Fine Aggregate: ASTM C 33, sand. to each valve and at final connection to each piece of equipment 6. l,on gols, including controller wiring diagrams. 4. Quick Couplers: As indicated on plans. B. Plastic Valves: Polyvinyl chloride (PVC) plastic, with 150 psig 3. a Coarse Aggregate: ASTM C 33, crushed gravel. having 2-inch (50mm) or smaller threaded pipe connection. 7• (1035 kPa) minimum pressure rating, ends compatible with piping r Potable. 2. Install dielectric fittings to connect piping of dissimilar metals. 5. Sprinklers: As indicated on plans. where valve is to be installed, and stem nut. C. 'Firing diagrams for electrical controllers, valves, and devices. D. As-Built' drawings showing irrigation system, including plan 6. Emitters, Drip Tubes, and Devices: As indicated on plans. 2.8 CONTROL VALVES 2.13 IDENTIFICATION 3.7 PIPING INSTALLATION � lay ut and locations, types, sizes, capacities, and flow 7. Controllers: As indicated on plans. A. Plastic underground warning tapes shall be placed above all A. Install copper tube and copper tube fittings, according to CDA characteristics of irrigation system components. Include water A. Description: Manufacturers standard control valves for circuits, :rev ya p mainline and control wire. me�ers, backflow preventers, valves, piping, sprinklers and devices, of type and size indicated, and as follows: No. 404/0 Products Handbook "Copper Tube Handbook." accessories, controls, and wiring. 2.2 PIPES AND TUBES 1. Provide cast-bronze bodies, unless otherwise indicated. PART 3 - EXECUTION B. Install underground polyvinyl chloride (PVC) plastic pipe according E. oordination drawings showing piping and major system A. Refer to Part 3 Article "Piping Applications" for identification of _ to ASTM D 2774. components. Indicate interface and spatial relationship between systems where pipe and tube materials specified below are used. 2• Manual Control Valves: MSS SP-80, Class 125, globe valves. piping, system components, adjacent utilities, and proximate 3.1 EXAMINATION C. Lay piping on solid subbase, uniformly sloped without humps or st ctures. B. Copper Tube: ASTM B 88 (ASTM B 88M), Types L and M (Metric 3. Key-Operated, Manual Control Valves: MSS SP-80, Class 125, depressions. designations: Types B and C), water tube, annealed and drawn globe valves, fitted for key operation. A. Investigate and determine available water supply water pressure tempers, with plain ends. and flow characteristics. 1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when 1.6 QUALITY ASSURANCE 4. Automatic Control Valves: Diaphragm-type, normally closed, with temperature is above 40 deg F (4 deg C). Allow joints to cure at C. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, manual flow adjustment, and operated by 24-volt-a.c. solenoid. leas t 24 hours at temperature above 40 deg F (4 deg C) before A. Clomply with requirements of utility supplying water for Schedule 40, 160 psig (1100 kPa) minimum pressure rating for 5. Automatic Drain Valves: Designed to open for drainage when line 3.2 PREPARATION testing, unless otherwise recommended by manufacturer. prevention of backflow and backsiphonage. 8-inch (200mm) and smaller sizes, with plain ends. pressure drops below 3 psig (20 kPa). rel 8. Quick-Couplers: Factory-fabricated, 2-piece assembly. Include A. Set stakes to identify proposed sprinkler locations. Obtain D. Minimum Cover: Provide following minimum cover over top of B. Comply with requirements of authority with jurisdiction for D. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, coupler water-seal valve; removable upper body with spring-loaded Architect's and City of Encinitas approval before excavation. buried piping: irri ation systems. Schedule 80, 250 psig (1725 kPa) minimum pressure rating for or weighted, rubber-covered cap; hose swivel with ASME B1.20.7, 8-inch (200mm) and smaller sizes, with plain and threaded ends. 3/4-11.5NH threads for garden hose on outlet; and operating key. 1. Pressure Piping: Greater depth of minimum of 36 inches (915 C. nstaller Qualifications: Engage an experienced Installer who has mm) below finished grade, or not less than 18 inches (460 mm) cor pleted irrigation systems similar in material, design, and extent a. Locking Top Option: Include vandal-resistant, locking feature 3.3 PAVING WORK below finishing grade. to hat indicated for Project that have resulted in construction 2.3 PIPE AND TUBE FITTINGS with 2 matching keys. 2. Circuit Piping: 12 inches (300 mm), or not mre than 24m. wit . a record of successful in-service performance. A. Install piping in sleeves where crossing sidewalks, roadways, 3. Sleeves: 24 inches (600 mm), or not more than 38". A. Refer to Part 3 Article "Piping Applications for identification of B. Control Valve Boxes Polyethylene ,(PE), parking lots, and railroads, mark all crossings with a permanent D. at A systems where pipe and tube fitting materials specified below are acrylonitrUe-butadiene-styrene"(ABS), fiberglaas. Size as required mark at curb or walk. E. Install piping under sidewalks and paving in sleeves, permanently Listing/Approval Stamp, Label, or Other Marking: On equipment, used. for application. mark curb or walk. specialties, and accessories made to specified standards. PP B. Copper Tube Fittings: ASME 818.22, wrought co 3.4 PIPING APPLICATIONS E. sting and Labeling: Equipment, specialties, and accessories that FF g B peer or 1. Drainage Backlill: Clewed gravel or `crushed stone, graded from 3.8 VALVE APPLICATIONS are listed and labeled. cast-brass, solder-joint, pressure type. 3 inches 75 mm) maximum to 3/4 inch (19 mm) minimum. A. Refer to Part 2 of this Section for detailed specifications for „ „• "National Copper Unions: ASME B16.18, cast-copper-alloy body, hexagonal 2.9 SPRINKLERS pipe and fittings products listed below. Use pipe, tube, fittings, t Drawings indicate valve types: to q used. Where specific valve 1. a Terms "Listed and "Labeled": As defined in National FF Fp y yg and joining methods according to the following applications. Piping types are not indicated, following requirements apply: „ stock, with ball-nod-socket joint, metal-to-metal seating surfaces, Ele trical Code, Article 100. and solder-joint, threaded or solder-joint, and threaded ends. A. Description: Manufacturer's standard sprinklers designed to in pits and aboveground may be joined with flanges instead of L dints indicated. 1. Buried Valves 2 Inches (50 mm) and Smaller: Bronze-body, curb provide uniform coverage over entire area of spray shown on j stop, with tee head, service box and shutoff