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7850 IRRIGATION LEGEND Symbol Manufacturer/Model No. Type Pattern Radius GPM/PSI V Rainbird 1806—SAM—PRS-15—T Spray Third 15 1 .23 @ 30 V Rainbird 1806—SAM—PRS- 15—H Spray Half 15 1 ,85 @ 30 VALVE STATION V Rainbird 1806—SAM—PRS-15—VAN Spray Variable 15 Varies @ 30 o I VALVE SIZE i.5 35 GALLONS PER MINUTE IN Rainbird 1806—SAM—PRS—UI2-0 Spray Quarter 12 ,65 @ 30 O I I IM Rainbird 1806—SAM—PRS-12—T Spray Third 12 .87 @ 30 0 O1 © Rainbird 1806—SAM—PRS—U12—H Spray Half 12 1 ,3 @ 30 L -----., 1H Rainbird 1806—SAM—PRS—U12—F Spray Full 12 2.6 @ 30 m My P� ® In Rainbird 1806—SAM—PRS-12—VAN Spray Variable 12 Varies @ 30 -- -- - -�-�-- @o Hunter 1-20-36S standard nozzle w/ Rotor Varies Varies Varies @ 40 0 nozzle per plan 0 Hunter 1-20—ADS standard nozzle w/ Rotor Varies Varies Varies @ 40 nozzle per plan AREA ENLARGEMENT Existing Rainbird electric remote control valves, See construction note #1 , O Existing Quick coupler valve — 3/4" FC1 O Existing Irrigation Controller � I Existing 2" Febco 825Y backflow device • i.s 32 s.o -k'1-1/4 FM Existing 1 -1/4" Flow meter LL 2 1- 1/4° 6.0 , Z M a t C h l i n e 0�. i.s' 4a �1 2" MV Existing Master Valve i m-�i ass �� es JR +aa o ma saw res¢ea� I "s - rNa a�®g®a � � ia�s¢cee� t mss 1 1 � _ 1 F 3 r ®3@4 3 .�&LdE i t '�� ffi#9etN�ft ( �W i�.°Itle4§ k 95�98@n eEk( Q frWYP3 3 gu @g2P3 [ E3"F���d i 9�S�fA i "Y��09 3 ( E&i�"d@0� S S.° *f i Y£�A`®ffi 3 � wta i dWd4AN See Sheet -2 6 �'� �� / 3/41 WM Existing 2" water meter (Approximately 80 PSI Static) Z 3/4" �. II 8'q v 1;; 21, $ q � ❑ Existing Valcon ADV 6.0 —Anti drain valve — 1 " LU 1-1/211 6.0 t, 0 BV Existing Ball valve — line size 5 ,1 0 2" $'0 Q New Rainbird EFB—CP Remote Control Valve (size per plan) 2„ t 1, 3/4" ;I 3/4" 8 q 0 New Rainbird 44LRC Quick Coupler Valve 1-1/4" Existing Quick Coupler Valve (Protect in Place) $ ,1 6.0 02' 1„ ,," '"� - P� 80 3/4 t 1/4„ s Existing PVC Mainline '- - m ! �'� � I )� '- i PLAY AREA 1-1/4" New Schedule 40 PVC Mainline ♦� �� 8.0 New Class 200 PVC Lateral line C 2 4.0 . O �.� 0 , P1 Existing Pull Box (#15 spliced blue to red, *5 block + 1 white) 1-1/4" is° zi N Q � �• �, � q i P2 Existing Pull Box (#15 spliced) t � g , 5 15' 1" � , f P3 Existing Pull Bax W FN C 3/`)'� o.0 I O 15 ` 8.0 1 BV GENERAL NOTES: 0 8. CONTRACTOR SHALL SALVAGE ALL EXISTING IRRIGATION ROTORS & TURN OVER TO CITY. � .r I 2 " EXISTING LATERAL LINES SHALL BE ABANDONED IN PLACE. C 1.5,� 2 1 O 2„ 3/4 THE IRRIGATION DESIGN IS BASED ON 80 PSI WATER PRESSURE @ 40 GPM @ THE METER, 3 1/2° SCHEDULE 40 PVC PIPE 1 ..4 6.0 2,. I ` - CONTRACTOR SHALL VERIFY WORKING WATER PRESSURE PRIOR TO CONSTRUCTION. SHOULD N m 1e DEPH. 3.5 0 2" 2„ A DISCREPANCY EXIST, NOTIFY CITY PRIOR TO BEGINNING CONSTRUCTION. '�'► I 3/4" to 2 q � ,,� !' �o� / 8.0 j CONSTRUCTION NOTES: �.�• c_ — I p. i5 I 5 i f 2" Q CONTRACTOR SHALL CONNECT NEW SPRINKLER SYSTEMS TO EXISTING REMOTE CONTROL O �1200 2" 1" VALVE. SIZE OF VALVE SHOWN IS SIZE NEEDED. CONTRACTOR SHALL VERIFY SIZE OF Ij ;B� j EXISTING VALVE. IF EXISTING VALVE SIZE IS SMALLER THAN THAT INDICATED, CONTRACTOR o I �„ ® SHALL REPLACE EXISTING VALVE W/ NEW VALVE OF SIZE SHOWN. 00 V I 1-1/4 , 1 © 1-1/4" 8.0 1-1/4' 4.0 �1-1/4" O. ®®fir'®® I 1 2� CONTRACTOR SHALL PROTECT EXISTING IRRIGATION & PLANTING IN PLACE. CONTRACTOR - �- ° ° SHALL REPAIR ALL DAMAGE TO EXISTING IRRIGATION SYSTEMS & PLANTING CAUSED BY HIS am i ® 3/4" 3 WORK, TO SATISFACTION OF THE CITY. €I iii N ® CONTRACTOR SHALL MAKE NEW VALVE CONNECTIONS TO EXISTING IRRIGATION MAINLINE AS SEE AREA ENLARGEMENT, THIS SID W SIDEWALK REQUIRED. SHEET D STREET CURB 21 1 ODGEPOLE FENCE 4 CONTRACTOR SHALL USE 5 EXISTING EXTRA CONTROL WIRES LOCATED IN EXISTING VALVE BOX LU BOX #20 TO CONTROL NEW VALVES 21 -25. CONTRACTOR SHALL EXTEND EXTRA WIRES & 2­2 H COMMON TO NEW VALVES AS REQUIRED, MAKE ALL FINAL CONNECTIONS TO CONTROLLER. EA V♦ EXISTING REMOTE CONTROL VALVES TO REMAIN. PROTECT IN PLACE. 'ti 3 151 as ® CONTRACTOR SHALL CAP EXISTING LATERAL TO THE NORTH OF VALVE. LATERAL TO SOUTH NORTH 24 TO REMAIN IN PLACE. LiJ r 1'S 27 7O CONTRACTOR SHALL TAP INTO EXISTING MAINLINE & EXTEND NEW MAINLINE TO NEW QUICK O Q F2_51 COUPLER VALVE AS SHOWN ON PLAN. [��� Z z i.5 2a LU W , W U. SCALE: I"=20' M1 Z n 20 0 20 40 60 a W a V REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET 140. MISC. ME 8199 DESCRIPTION: WATER DEPARTMENT SHEET TITLE I DESCRIPTION Refurbish Lower Area Irrigation ME 8109 ENCINITAS FIRE PROTECTION DISTRICT IRRIGATION REFURBISHMENT ' 1 LOCATION: ENGINEERING DEPARTMENT RECORDED FROM: COMMUNITY DEVELOPMENT DEPARTMENT ELEVATION: DATUM: COMMUNITY SERVICES DEPARTMENT SHEET OF 2 d:\Encinitas\Encintas Viewpoint\Encinitas Viewpoint Irrigation Refurbishment Lower Area.dwg IRRIGATION LEGEND Symbol Manufacturer/Model No. Type Pattern Radius GPM/PSI IV Rainbird 1806—SAM=PRS-15—T Spray Third 15 1 .23 @ 30 VALVE STATION 0 Rainbird 1806—SAM-PRS-15—H Spray Half 15 1 ,85 @ 30 VALVE SIZE s' 35 GALLONS PER MINUTE ♦ Rainbird 1806—SAM—PRS-15—VAN Spray Variable 15 Varies @ 30 IN Rainbird 1806—SAM-PRS—Ul2—Q Spray Quarter 12 .65 @ 30 © Rainbird 1806—SAM—PRS— 1 2—T Spray Third 12 .87 @ 30 IF] Rainbird 1806—SAM-?RS—U12—H Spray Half 12 1 .3 @ 30 H Rainbird 1806—SAM-PRS—U12—F Spray Full 12 2.6 @ 30 In Rainbird 1806—SAM—PRS— 1 2—VAN Spray Variable 12 Varies @ 30 @o Hunter 1-20-36S standard nozzle W/ Rotor Varies Varies Varies @ 40 nozzle per plan 0 Hunter 1-20—ADS standard nozzle w/ Rotor Varies Varies Varies @ 40 nozzle per plan Existing Rainbird electric remote control valves. See construction note #1 . Q Existing Quick coupler valve — 3/4" © Existing Irrigation Controller a m Existing 2" Febco 825Y backflaw device � t FM Existing 1 -1/4" Flow meter MV Existing Master Valve wM Existing 2" water meter (Approximately 80 PSI Static) W 1„ 1-1/4" ❑ Existing Valcon ADV-Anti drain valve — 1 " 1„ H 1-1/4" sv Existing Ball valve — line size In In 1' 1/2" 1 Q New Rainbird EFB—CP Remote Control Valve (size per plan) » CRIB WALL 1 1/4" Q New Rainbird 44LRC Quick Coupler Valve 1/2" o 1„ 1-11/2" � Existing Quick Coupler Valve (Protect in Place) � 1/2" » 1/2" 1 2" _ �• �• Existing PVC Mainline ' New Schedule 40 PVC Mainline e( 1/2" i �♦ New Class 200 PVC Lateral line 0 t . Pt Existing Pull Box (#15 spliced blue to red, *5 block + 1 white) 3/4" ' 6.0 � � VISTA. DEL REY DRIVE 3/4" $ 1 P2 Existing Pull Box (#15 spliced} g Existing Pull Box 3/4 ®3 g 8.0 1» &0 3/4 � 0) F 1-1/4" a GENERAL NOTES: 0 1 2" 8• % A CONTRACTOR SHALL SALVAGE ALL EXISTING IRRIGATION ROTORS & TURN 0 1 -1,/4 OVER TO CITY. 2 3/4 EXISTING LATERAL LINES SHALL BE ABANDONED IN PLACE. Q THE IRRIGATION DESIGN IS BASED ON 80 PSI WATER PRESSURE @ 40 GPM @ THE METER. 1-1/4" &0 .0 t CONTRACTOR SHALL VERIFY WORKING WATER PRESSURE PRIOR TO CONSTRUCTION, SHOULD 6.0 A DISCREPANCY EXIST, NOTIFY CITY PRIOR TO BEGINNING CONSTRUCTION, 3 O 3/4„ o 2' 49 g ° CONSTRUCTION NOTES: N 1-1/4" 1-1/4"is 1 CONTRACTOR SHALL CONNECT NEW SPRINKLER SYSTEMS TO EXISTING REMOTE CONTROL "4i 6 O 1-1/4' ` O VALVE. SIZE OF VALVE SHOWN IS SIZE NEEDED. CONTRACTOR SHALL VERIFY SIZE OF 1 o f i1/4" EXISTING VALVE, IF EXISTING VALVE SIZE IS SMALLER THAN THAT INDICATED, CONTRACTOR SHALL REPLACE EXISTING VALVE W/ NEW VALVE OF SIZE SHOWN, LLI 8.0 8.0 3/4» 8.0 t\j Q CONTRACTOR SHALL PROTECT EXISTING IRRIGATION & PLANTING IN PLACE. CONTRACTOR is' s2 O 0 6.0 1 ' ; SHALL REPAIR ALL DAMAGE TO EXISTING IRRIGATION SYSTEMS & PLANTING CAUSED BY HIS 0 1-1/4" t WORK, TO SATISFACTION OF THE CITY. O � � t-1/4 ,9 M a t c h I i n e 4 44 CONTRACTOR SHALL MAKE NEW VALVE CONNECTIONS 0 EXISTING IRRIGATION MAINLINE AS 2„ T i REQUIRED. mms.am? aaz«r ;mmmm mwwmnm, mammam c a!mmm s:xx•.w-mm M aammna s . 44 i ma. x�;;mzma mawa m asmw m;qa v �a.;m-rsa s:. � sia z„sxams sma ne amm!mm; ms mu ttsm az ma! s mmmmM mr xmmmmma a rte,. See Sheet I-1 ` 1-1/2>. � ;mm_ n , � < < "�� mitt i 6 II lit / ® CONTRACTOR SHALL USE 5 EXISTING EXTRA CONTROL WIRES LOCATED IN EXISTING VALVE W -1/4" 3/4» 3 4 BOX #20 TO CONTROL NEW VALVES 21 -25. CONTRACTOR SHALL EXTEND EXTRA WIRES & p 810 8'0 COMMON TO NEW VALVES AS REQUIRED. MAKE ALL FINAL CONNECTIONS TO CONTROLLER. 2" L: LILT 6.0 1„ 3/4" o / �5 EXISTING REMOTE CONTROL VALVES TO REMAIN. PROTECT IN PLACE. R 2 C On2„ t 5 ,; 8'0 TO REMAIN I P EXISTING LATERAL TO THE NORTH OF VALVE. LATERAL TO SOUTH •�j ® CONTRACTOR SHALL CA ' N N PLACE. � W2» 1, 3/4 NORTH \,, 3� /4 7 CONTRACTOR SHALL TAP INTO EXISTING MAINLINE & EXTEND NEW MAINLINE TO NEW QUICK i—� � � - ;ti 1-1/4" 80 COUPLER VALVE AS SHOWN ON PLAN. LLJ Z d Z F Ww SCALE: 1"=20' -- U. 0 00 20 0 ----20 40 60 G" ill d U REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED BY DATE CITY" OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET N MISC. ME 8199 DESCRIPTION: WATER DEPARTMENT SHEET TITLE I DESCRIPTION — Refurbish Lower Area Irrigation ME 6109 ENCINITAS FIRE PROTECTION DISTRICT LOCATION: ENGINEERING DEPARTMENT RECORDED FROM: COMMUNITY DEVELOPMENT DEPARTMENT ' I :AT'®N R E F U Rt54 1 S H M E N T 1=2 ELEVATION: DATUM: I COMMUNITY SERVICES DEPARTMENT — daEncinitaslEnciSHEET 2 O 2 ritas ViewpointlEncinitas Viewpoint Irrigation Refurbishment Lower Area.dwg �p— _ �—® f INSTALL NEW DRINKING ® � FOUNTAIN W/ CATCH BASIN & SUMP PER CITY SPECIFICATIONS. SEE DETAIL 'B' BELOW. A BV ' INSTALL NEW BALL VALVE IN U REMOVE SECTION OF I VALVE BOX IN PLANTING AREA j LODGEPOLE FENCE AS Z JUST OUTSIDE NEW FENCE REQUIRED TO INSTALL 4" O ' LOCATION. THICK 3' X 6' CONCRETE F- . t. FINIS PROVIDE H ONCONC CONCRETE. INSTALL \ \ CRIB WALL NEW LODGEPOLE FENCE (TO O MATCH EXISTING) IN REVISED y LAYOUT SHOWN, CONNECT TO CONCRETE CURB z LL ' Z I EXISTING FENCE AT EACH END. �> cz 3 W z 1/2' SCHEDULE 40 PVC PIPE @ 18" DEPTH. I W VISTA DEL REY DRIVE �� D­0 00 `. \ I BENCH ' ` I Bv ♦ 000 I ' � I I I i t t \ t O O 0100 I ' 0 B U DRINKING FOUNTAIN \ M ® ® --- ---------- --- E E E❑ ® E E E '-' E E JRVE D d TRASH RECEPTACLE 1 ,U) 1 I 5 1 ' ! d i4 1 ' I It ; I1 INTERCEPT EXISTING POTABLE LINE, NORTH II' L,°i INSTALL 2 BALL VALVES AS SHOWN IN VALVE BOX. BOTH VALVES MAY BE Ity Ae INSTALLED INSIDE ONE VALVE BOX. I s : EXTEND NEW 1/2" DIAMETER SCHEDULE ac 40 PVC TO NEW DRINKING FOUNTAIN C l AS SHOWN. , PLAN DETAIL SCALE: 1"=10' 10 0 10 20 30 O ,�•: v, ` , ,, 5 1 � ' � I � a � I PLAY AREA ' �1 Ile li LEGEND i (D DRINKING FOUNTAIN PER CITY. INSTALL PER \ \ MANUFACTURERS RECOMMENDATIONS. INSTALL TO $' MEET ADA HEIGHT REQUIREMENTS. tp' C_ w Y , MIN. `v! � � � 9j ► 3 Q EXISTING CONCRETE WALK. � f 2' W NEW 4 THICK CONCRETE PAD FOR DRINKING MIN. a'+ FOUNTAIN 3' X 6' WIDE. MEET & MATCH EXISTING 2 3 4 5 6 C l J _ _ _ I CONCRETE WALK. INSURE DRAINAGE TQ CATCH wwra.. mmu a s r mra�ere B I // BV BASIN ' A/ 3 '' O GRATE &1CONCRETEHBOTTOM W INSTALL TOP OF —Il -P•• ". � "°"ID°"' cmacro I I CATCH BASIN 1/2" BELOW TOP OF DRINKING � ommm rua+r wm um. � w K"K FOUNTAIN CONCRETE PAD. CAULK JOINT BETWEEN _ o ti! 1 eK•wm �^ ; CATCH BASIN & CONCRETE PAD. _ D dam+ I— IIEII I. o e •�a = FINISH GRADE/PLANTING AREA. 7 l 111- g p 1 WOVEN FIBERGLASS MAT OVER SUMP. 9 o m o W o WATER LINE AS SHOWN ON PLANS 0 18" DEPTH. 10 H MAKE CONNECTIONS TO DRINKING FOUNTAIN PLUMBING a PER MANUFACTURER'S RECOMMENDATIONS. *0'11 w ® 3" DIAMETER NDS RIDGID DRAIN PIPE TO SUMP. eta D STREET KLK pW ,mx Kuu w,K -u C B9f4VD I®4 WC 4'4K M. O3" DIA. NON-METALLIC PERFORATED DRAIN PIPE W/ 1 W SEE PLAN DETAIL ,A, 3/8" PERFORATIONS. @3/4" DIA. DRAIN ROCK. 3 NORTH TO RIGHT W " ° • J 11 MIN. 3' DIAMETER X 4' DEEP DRY SUMP, Z SITEPLAN 12 CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATIONS. IN NO CASE SMALLER THAN 12" DEPTH X 18" SQUARE. SCALE: 1"=30' ' ' LL 30 0 30 60 90 B DRINKING FOUNTAIN °a °a a CL REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET 110. MISC. ME 8/99 DESCRIPTION: WATER DEPARTMENT SHEET TI'T'LE / DESCRIPTION ENCINITAS PIKE PROTECTION DISTRICT DRINKING FOUNTAIN C LOCATION: ENGINEERING DEPARTMENT RECORDED FROM: COMMUNITY DEVELOPMENT DEPARTMENT ELEVATION; DATUM: COMMUNITY SERVICES DEPARTMENT SHEET 1 OF 1 d:\Encinitas\Encintas Viewpoint\Encinitas Viewpoint Irrigation As-Built Revised.dwg 9/20/2000 I