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As-Builts (PM Working Set)
IN THE CITY OF TEMECULA, STATE OF CALIFORNIA LANDSCAPE ARCHITECTURAL CONSTRUCTION PLANS FOR GENERAL NOTES OLD TOWN SOUTHERN GATEWAY LANDSCAPING A NO-FEE CONSTRUCTION PERMIT 15 REQUIRED FOR ALL GONTRAGTOR5 PERFORMING, ANY OF THE WORK SHOWN ON PROJECT NO. PW 02 - 20 THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC, WORK5 DEPARTMENT, 43200 BU51NE55 PARK DRIVE, TEMECULA, GALIFORNIA. A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE GONTRAGTOR SHALL GIVE NOTICE TO THE GITY OF TEMECULA PUBLIC WORK5 INSPECTOR AT LEAST 4b HOURS PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE: (qOq) bq4-6411 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES, FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMER6ENCY A5515TANCE GALL: SOUTHERN CALIFORNIA EDISON GO. (clOci) cl2b-b272 SOUTHERN CALIFORNIA 6A5 Co. (g09J q2 q2(q 335-7734 H E E T INDEX - SHEET GENERAL TELEPHONE q-g485 _) RANCHO GALIFORNIA WATER DISTRICT (qOq) 2%-bcoO ADELPHIA (GABLE TV) (qOq) 766-4270 TITLE SHEET T-1 I Of 15 EASTERN MUNIGIPAL WATER DISTRIGT (qOq) q2b-37T7 UNDERGROUND SERVICE ALERT 1-bOO-422-4133 GRADING PLAN -- 6-1 2 Of 15 ITEMS �` ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 5PEGIFIGAVON5 FOR PUBLIC WORK5 C,ONSTRUGTION PLAN - - - - G-1 3 Of 15 I EMS OF WORK CONSTRUCTION, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, THE CITY OF TEMECULA C,OAfSTRUGT ON PLAN ---- G-2 4 Of 5 STANDARD DRAWINGS, AND THE PROJECT 5PEGIFIGATION5. ITEM ESTIMATECJ — THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE OF WORK TO THE ENGINEER AT THE PREGONSTRUGTION CONST G-3 5 of 15 NO DESGRIPTION UNIT OIJANTITIE' MEETING. ELECTRICAL PLANS —RUCTION DETAILS- - -- - E-1 6 of 15 — THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD ELEGTRIGAL PLANS E-2 -7 of 15 I. MOBILIZATIONIefir LS I CONDITIONS PRIOR TO 66M5011' C916. PLANTING PLAN - -- - P-1 8 Of 15 2. CONSTRUCTION SURVEYING LS I CoNST1IED OF ;4 d. PLANTING PLAN —__ - 3. GLEARIN6 AND 6RUBBIN6 L5 I THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS TO BE MADE PRIOR TO INSTALLATION. NO DEVIATION -- P-2 q Of IS FROM THESE PLANS 15 PERMITTED WITHOUT THE: APPROVAL OF THE ENGINEER. PLANTING DETAILS — - P-3 10 of 15 4. TYPE A-b CURB It GUTTER LF 66 THE CONTRACTOR AGREES THAT HE/5HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5ITE IRRIGATION PLAN - 1-1 11 of 15 5. TYPE D-6 CURB LF 19H- 2Z5 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INGLUDING SAFETY OF ALL PERSONS RRCjAT10N PLAN --- - -- -2 12 of 15 6. STABILIZED D.6. WALK ye Ilb AND PROPERTY. THI5 REQUIREMENT SHALL APPLY GONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND ENGINEER HARMLESS FROM IRRIGATION LEGEND - - 1-3 13 Of 15 7. MOW CURB HEADER LF 8ql ANY AND ALL LIABILITY , REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANGE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARI5INO FROM THE SOLE NE01-I6ENGE OF THE CITY OR THE ENGINEER. IRRIGATION GALLS / SCHEDULE - -- 1-4 14 of 15 b. "PUBLIC PARKING" SIGN EA I IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A 0I6 ALERT IDENTIFICATION IRRIGATION DETAILS - I-$ 15 Of 15 q. 2-RAIL WOOD FENCE LF 3++ 550 NUMBER BE 155UED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR 0I6 ALERT I.D. NUMBER, GALL 10. OLD TOWN LIGHT FIXTURE EA q UNDERGROUND SERVICE ALERT AT I-bOO-422-4133. L CONCRETE BOLLARD (LIGHTED) EA '.a 13 THE EX15TENGE AND LOCATION OF ALL UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS WERE OBTAINED BY A 5EARGH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING FACILITIES, 12. CONCRETE BOLLARD (NON-LIGHTED) EA -b- 3 EXGEPT AS SHOWN. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTEGT ALL 5013- NOTE.' 13. BENCHES STRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS EA 2 AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO A. INSTALL LANDSCAPE PER CITY OF TEMECULA STANDARD 14. OVERHEAD TRELLIS EA I THESE PLANS WHEN NECESSARY, THE EXPENSE OF REPAIR OR RI-PLAGEMENT OF SAID SUBSTRUCTURES SHALL BE - BORNE BY THE GONTRAGTOR. LANDSCAPE 5PE61FIGATIONS AND DETAILS (TGSD). 15. OVERLOOK NALL LF 46- a ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT-OF-WAY SHALL BE IN5TALLED,GONNEGT- B. ALL WORK SHALL GOMPLY WITH THE CITY OF TEMECULA 16. INTERPRETIVE 5I6NAOE EA I ED, AND TESTED PRIOR TO CONSTRUCTION OF THE CONCRETE CURB AND GUTTER GROSS GUTTER, OR ASPHALT GONGRETE STANDARD 5PEGIFIGATION AND INSTALLATION DETAILS. IT. FLOOD LIGHT EA + 2 PAVEMENT. G. IN5PEGTION5 ARE REQUIRED BY THE T65P LAND56APE 1b. JUTE MESH NETTING SF fie I10000 ALL BAGKFILL IN TRENGHE5 SHALL BE COMPACTED IN ACCORDANCE WITH THE GITY OF TEMECULA STANDARD DWG NO, 407. INSPECTOR PER THE TG50 LANDG5APE CONSTRUCTION IC1. LAN05GAPE LS ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF IMPROVEMENTS OR SHALL BE RESET AT INSPECTION JOB GARD. L5THE CONTRACTOR'S EXPENSE. 20. IRRIGATION I D. CONTRACTOR SHALL CONTACT THE TGSD AT (qOq) bq4-6480 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM GUT PRIOR TO GOMMENGING LANDSCAPE INSTALLATION TO 2I. q0 DAY LANDSCAPE MAINTENANCE LS OR FILL TO NATURAL GROUND ABUTTING OUT OR FILL SURFACES. SCHEDULE THE REQUIRED PRE-JOB MEETING. EROSION CONTROL OF SLOPES - ALL SLOPES IN EXCESS OF FIVE (5) FEET IN VERTICAL HEIGHT SHALL BE HYDRO-SEEDED E. TOTAL LAN05GAPIN6 SQUARE FOOTAGE TO BE MAINTAINED 22•A24,;Y, 6"xb" GONGRETE GRATE COLLAR L5 IN ACCORDANCE KITH THE PROJECT SPECIFICATIONS (UNLESS SUPERSEDED BY AN APPROVED EROSION GONTROL, BY T650 : 345320 5.F. 23.-24- CONCRETE PAD LANOSGAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL OUT SLOPES SHALL BE SCARIFIED OR RIPPED SF qb HORIZONTALLY TO A DEPTH OF THREE TO 5IX INCHES. F. JUTE MESH NETTING TO BE ON ALL SLOPES 5:I OR GREATER. A SET OF "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS. 6. SHRUBS SHALL BE LOCATED A DISTANCE MEASURING ONE-HALF OF THE MATURE DIAMETER OF THE SHRUB FROM ADJAGENT HARD5GAPE. PLEASE .SEE PLANTING LEGEND FOR MATURE DIAMTER OF EACH 5HRUE. BASIS OF BEARINGS I i. D,L,A, CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE Ian Davidson, LaDdscape Architect o."E E �. I. PLANS IS THE CENTERLINE OF FRONT o 1 --800-422-4733 STREET PER 71/ RECORDS Of D RIVERSIDE COUNTY, BENTY, BEING I 3744 TNNTH STREET, BUILN Boo CONSIDERED TO BEAR N45 30' 01" W. L• RIVERSIDE, CA 92601 ct 909 NB 10" . FAX BOG, 688 4862 CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL: J,Npy�� Designed By Crewn By Chocked By , <tT0 v'aav 'tn. RECOMMENDED BV: �� //' 6-O'f Drawing No. Sf- IJD 9S IJD /ul� f% DATE: ___L—. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Gontmwor S.E.USCGSC BRASS DISK O THE arizonte —�—� S.E. CORNER OF THE BANK IN � ! Plane Prepared Lndar Suparvlebn Of Inspector - THE SIDE OF THE WALL BECH AS NOTED ACCEPTED BY: DATE: Tamil NO. 600-7-68 * * IAN J. DAVIDSON Date OZ2T� OLD TOWN SOUTHERN STAMPED J-63--1927 Vertical r DIRECTOR OF PUBLIC WORKS/CITY ENGINEER p - GATEWAY LANDSCAPING oe,"cvmpletea AS NOTED 're 2651 06/30/06 36617 06/30/5+06 uel TITLE SHEET ELEVATION s 1005.85 OF CPS' R.CNEW .E. No. E Ires ace Ne. a o..: Shea[ 1 of 16 LD02-209GR II — �. � L.._..---•- � ! i %' M ; � III ErnvJ� MIA - G-r4,i�F �r� / ' � i 1it , 1 1 ; 1o' l - STAMPEDE - to M1 SM� SSE�bwE ur STr,MN FAGE OF AT A OD rwr E°Iircc 1.ANDD� �.f(EMwI: BUILDING I _ 1 95 WE DOES NOT UCEE) N 1-011 55 NIT 86' Ex rce � bnc — _1— �.-_ Do LC Curb Gutter - a- 02 or 9 0 =... .. ca o, e ( .-02 — Tc /— "T0 It Its HY V I ' �T� Ex. AG 02.8N _ 24'—O' o T cl TC ' Fir rc v / � 1 _ � � 1 Y 1- BASIS OF BEARINGS D i.D.L.A. THE BASIS OF BEARINGS FOR THESE IIen Dnvideon, Landscape Architect .. O CALL TOLL FREE PUNS IS THE CENTERLINE OF FRONT uxoscw 1 -800-422-4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING I 3744 TENTH STREET, SUITE 900 40' 90' 40' 10' O 20' 40' CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDE, CA 925010 e09 683 nee . FAX 909 Sea 4Ee4 VALE "=20' NORTH CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. MM MM MM RECOMMENDEDBY: DATE: /- G'O CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor S.E. C BRASS DISK O THE r �� �Qi. na Untl pervisbn Of ^ S.E. CORNER OF THE BANK IN o '! OLD TOWN 30UTHERN ,v+ 'I THE SIDE OF THE WALL BECH AS NOTED n ACCEPTED BY: — DATE: _ Inspector. MARK NO. 600-7-68 N^. nue w Dew l� "� 8 -09 STAMPED J-63-1927 Vertical }1BaP'e-ee-ee .+, MICHAELO. M11 TI G DIRECTOR OF PUBLIC WORKS/CITY ENGINEER iF GATEWAY LANUSICAPING Dale Cpnip1"""- AS NOTED ereu+°6 35166 9/30105 36617 66/3o/eaos 10•1 GRADING PLAN ELEVATION - 1005.85 R.C.E.NO. Ezplree B.ae.No. E.p�w: Sheer 2 of 76 LD02-209GR �I C{)I CD Ui :1 1 x 22 W 'a x 14 ,�� �� STAMPEDE 2 I5 ' ,\ ` H (SEWE EMWD LIFI .—;lOta_ FAGE OF BUILDING 1 - I NTS 2 / fAdd i \ _ _ 5 II- I pyn Il _. 0 .fill S_ I 5 GONSTR \ — — l " ��w Q �24 -� � UGTION LEGEND - \ EXISTING 4" +1I� 2";F. BASE (9VER 1114. Ary PAVING ' 201 = q O2 CONSTRUCT IS" HIDE GUTTER (COLOR: SAN DIEGO BUFF) 2 (REMOVE EXISTING d REPLAGE HITH P.190 ) sp T CONSTRUCT TYPE "D-b" GURB PER CITY 5TD NO. 204A 4(GOLOR: SAN DIEGO BUFF) \\/ , 2f 4 CONSTRUCT TYPE "A-b" CURB AND GUTTER PER CITY 5TD NO. 200(GOLOR: SAN DIEGO \ :� BUFF) 5 EXISTING PARKING LOT STRIPING (PROTEcT W PLAcE) b CONSTRUCT 2-RAIL HOOD FENCE PER DETAIL 4, SHT. G-3 (SEE NOTE 'A' BELOW) CONSTRUCT DECOMPOSED GRANITE WALK PER DETAIL I , 5HT. G-3 6 b EXISTING OLD TOWN LIGHT FIXTURE (TYPICAL). \ g CONSTRUCT OLD TOWN LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLAN rb 10 CONSTRUCT CONCRETE LIGHT BOLLARD PER ELECTRICAL ENGINEER'S PLAN 4 GY / DETAIL 2, 5HT. G-3 CONSTRUCT CONCRETE MOW CURB PER DETAIL 5, SHT. G-3 CONSTRUCT CONCRETE PAD PER DETAIL b, 7 SHT. 6-3 NO L, 13 PROVIDE 8 INSTALL PUBLIC PARKING LOT SIGN PER CITY OF TEMEGULA STANDARD. Arrls vz• nec. r4olerAR eIslop AT TQ Or 4 INSTALL BENCH. MANUF. BY: GUIGKGRETE MODEL: 026L5-125. l.Vr Kt: rOa raaree AN4Le COLOR: G-3; LATTE. FINISH: T-7; ACID ETCH. PLACE ATOP gO% GOMPAGTED D.G. « — 5 GON5TRUGT OVERHEAD TRELLIS PER DETAIL i2, SHT. G-3 I6 GONSTRUCT OVERLOOK HALL PER DETAIL I, THI5 5HT. ® 24- Il GONSTRUGT NEW INTERPRETIVE 5I6NAGE PER DETAIL 2, THI5 5HT. ® 15 INSTALL NON-LIGHTED BOLLARD PER DETAIL 2, 5HT. G-3 Ig CONSTRUCT 6"xb" GONGRETE COLLAR AROUND EXISTING GRATE. ' ® PROVIDE $ INSTALL FLOOD LIGHT PER ELECTRICAL ENGINEER'S PLAN. - To oAnlaN' 12 a' ro vAYuart - 21 PROVIDE B INSTALL JUTE MESH NETTING PER DETAIL 4, 5HT. P-3 i41etWt d.Rl4. - ua� well1r►d116 �f49ERM ilem i ®/\\ EXISTING FENCE TO REMAIN (PROTECT IN PLACE). __ !�� !' AL166* OAS / A z•Tlle%w sow" CAP W4owdomb BNBe. IO —D u'�- - - �I`., 1 •'-r ® 4'AIe' Iev.atswoovur. PtMMI•eRATALLI9eeb EXISTING 2 - 2" SIGH 40 PVG SLEEVES (MIN 18" DEEP) - TYPICAL 2 PLACES ® __Nor em - ® n• o wo•ANc w�eo n,ear oc.,coon sae ua w vaaae O CONTRACTOR TO SAW-GUT. GLEAN EDGE FOR CONCRETE CURB d GUTTER PLACEMENT vote.FLU4,sus nr r�Ace ® e•wexw• cr4u.sl.oca you.,soar eouv ALL Do le lno ® s xe•we• oJ4u.aAOK rlAw,,asollT aoLIG ALL taus psaReseawsN. rlNlew app rueN W IrrleaaAi oolna. Sp vleso Ill And, DAVIS cal.aa rlweN, gApp real W a1eeBAL cal.ole. DAN Pero art n, DAVIS co.ole (FIELD VERIFY EXI5TINO PAVING DIMENSIONS) rpj e 4 sleeAta Yelp a bl•o.c. 0 4 � Veer. a 214• 04. ® e 4 I Np a s - o.a.(DONDNIGIAI e 4 aee,Aw Nowlz. a z4" 04. ® JDOO PA.,. GON°Reie FOOT" (cey,al S" Oleae SUFF) ® JeDO pf 4GtICIQ1! !M4 qµo "Fr) Uem-- ® _Nor b ss DO j I ,- � NOTES : ® rD AV IN6 ® J•'P"S 03. rAVINa Nll"OPLA ® rRUeH eMDe y� xes"ADe lip SOILID "I`e"'®°"T ® `°NrA = MOna°e"ae °°I`°eNse REPORT A. GRAPHICAL REPRESENTATION OF FENCE ONLY. ALL FENCE EN05 AND ANGLE ;21 NTERPRETIVE 5I6NAGE I WALL AT OVERLOOK GHANGES SHALL TERMINATE WITH A POST. B. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING IMPROVEMENTS BASIS OF BEARINGS — D TR i,D,L,A. THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landscape Arohl4eoL G. GR AQt-IICA.L R�PRes Mr�ITAT1ow1 OF CfJ@(LHeA� �LE-Ig oNLY. O CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT leN°x.ac' 1 -800-422-4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING 37*a TENTH STREET, SUITE 900 40' 30' 20' 10' 0 20' 40' CONSIDERED TO BEAR N45 30' 01• W. RIVRRBIDR, CA 90501 QP 909 ese sae . FAX Poe see use - 5GALE 1"=20' NORTH CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MAW SCALE SEAL: �pIDSC.I,IE, Dnl—Iml By Drawn By Fhecked By Dial No. �D DEPARTMENT OF PUBLIC WORKS IJO 35 IJD RECOMMENDED BY DATE l �' CITY OF TEMEGULA Contractor USCGS BRASS DISK 0 THE e ` ' Plane Prepared Under Supervision Of S.E. CORNER H THE BANK ACCEPTED BY: — DATE O I THE SINE OF THE WALL BECH AS NOTED IAN J. DAVIDSON 02/27/04 - OLD TOWN SOUTHERN Inspector MARK NO. 600-7-68 -- * Date DIRECTOR OF PUBLIC WORKS/CITY ENGINEER - GATEWAY LANDSCAPING STAMPED J-63005.8 AS NOTED Sr4rf P 2651 O613OMS 36617 06/30/S40(s m °"•°°"'°'°"" CONSTRUCTION PLAN ELEVATION = 1005.85 OF CP R.C.E. No. Expires a.ce.N°. ESIre.: Sheet 3 of 16 LD02-209GR \ 4 \\ 11 BErZiIrJ 2-RAIL Woor> FENCE Q Z=04� of FJ(1ST I,.i6 C.F1A1/J LINK F£r4G7=. --'� �-�'=�•"--�f� ...� s - - - it It it J / s1 , 21 _ .. �''�;. _` dui•'` _ _ -_ � -� �- �- '� �---- _ j J _ _ \^ 1- \ CONSTRUCTION LEGEND \ II EXISTING 4—riirm. 806H 6av'ER 2" Tali . A/C PAVING 2 CONSTRUCT 15" WIDE GUTTER PER "T" GT^ "' ""' 391 S'a"" " ° (COLOR: SAN 0IE60 BUFF) (REMOVE EXISTING 4 REPLACE WITH 3 CONSTRUCT TYPE "D-b" CURB PER CITY 5TD NO. 204A-(COLOR: SAN DIE60 BUFF) 4 CONSTRUCT TYPE "A-&" CURB AND GUTTER PER CITY STD NO. 200(GOLOR: SAN DIEGO ~� • > BUFF) 5 EXISTING PARKIN6 LOT STRIPING ( vrzo-recT tF4 PLA46 ) \ \ b CONSTRUCT 2-RAIL WOOD FENCE PER DETAIL 4, 5HT. G-3 (SEE NOTE 'A' BELOW) �\ \ T CONSTRUCT DECOMPOSED GRANITE WALK PER DETAIL I, 5HT. G-3 4 4 & EXISTING OLD TOWN L16HT FIXTURE (TYPICAL). ~ 9 CONSTRUCT OLD TOWN LIGHT FIXTURE PER ELECTRICAL ENGINEER'S PLAN 10 CONSTRUCT CONCRETE LIGHT BOLLARD PER ELECTRICAL ENGINEER'S PLAN 4 DETAIL 2, 5HT. G-3 II CONSTRUCT CONCRETE MOW CURB PER DETAIL 5, 5HT. G-3 I GON57RUGT CONCRETE PAD PER DETAIL b, '1 5HT. G-3 13 PROVIDE 4 INSTALL PUBLIG PARKING LOT 516N PER CITY OF TEMECULA STANDARD. 14 INSTALL BENCH. MANUF. BY: QUIGKGRETE MODEL: 020LS-125. COLOR: G-3; LATTE. FINISH: T-1; ACID ETCH. PLACE ATOP 90% COMPACTED P.O. 15 CONSTRUCT OVERHEAD TRELLIS PER DETAIL 12, 5HT. 0-3 NOTES : 16 CONSTRUCT OVERLOOK WALL PER DETAIL 1, THIS 5HT. IZ CONSTRUCT NEW INTERPRETIVE 5IGNA6E PER DETAIL 2, THIS SHT. A. GRAPHICAL REPRESENTATION OF FENCE ONLY. ALL FENCE EN05 AND ANGLE 18 INSTALL NON-LIGHTED BOLLARD PER DETAIL 2, 5HT. G-3 CHANGES SHALL TERMINATE WITH A POST. 19 CONSTRUCT b"xb" CONCRETE COLLAR AROUND EXISTING GRATE. B. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING IMPROVEMENTS ® PROVIDE 4 INSTALL FLOOD LIGHT PER ELECTRICAL ENGINEER'S PLAN. 21 PROVIDE 4 INSTALL JUTE MESH NETTING PER DETAIL 4, 5HT. P-3 O BASIS OF BEARINGS i. D.L.A. EXISTING FENCE TO REMAIN (PROTEGT IN PLACE). DIan Davidson, Laudeoape Avehiteot PLANS IS THE CENTERLINE OF FRONT urvo NORTH CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE EXISTING 2 - 2" 5CH 40 PVC, SLEEVES (MIN 15" DEEP) - TYPICAL 2 PLACES 1 -800-422-4133 STREET PER IRS 71/17 RECORDS OF I ' RIVERSIDE COUNTY, BEING I 3744 TENTH STREET, SUITE 200 CONTRACTOR TO SAW-GUT. GLEAN E06E FOR CONCRETE CURB 4 GUTTER PLACEMENT 40' 30' 20' lot 0 20' 40t CONSIDERED TO BEAR N45 30' 01" W. L RIVERSIDE, CA 9850I (FIELD VERIFY EXISTING PAVING DIMENSIONS) 56ALE I"=20' 909 988 1083 . FAX 909 988 4866 CONSTRUCTION RECORD DATE BY REVISIONS A= DATE BENCH MARK SEAL ✓KDS(`q Designed By Drawn By Cheokad By _ SCALE 3 /�G` //_ b. Drawing No. "'10°°s' IJO SS ND RECOMMENDED BY: DATE: CITY OF 1 EMECULA DEPARTMENT OF PUBLIC WORKS Contracor USCGS BRASS DISK O THE odrnr: �' S.E. CORNER OF THE BANK IN Plane Prepared Under 3upeMslon Of THE SIDE OF THE WALL BECH AS NOTED - ACCEPTED BY: — DATE: n/u,L OLD TOWN SOUTHERN C�2 Inepecmr IAN J. DAVIDSON OZ/27/04 �— MARK N0. 500- 1927 * * — _ Date DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ' STAMPED J-63-1927 vend - g �" GATEWAY LANDSCAPING �� ELEVATION = 1005.85 AS NOTED DTP OF ON R.C.E.No. 2651 Expires - 05/30/05 R.C.E.W 36617 Expel r 08/30/Bhd6 g ,m CONSTRUCTION PLAN Sheet 4 of 7s LD02-2000R LEGEND: PRODUCT INFO I. BOLLARD MOUNTING TENON - INSTALL 6 PLUMB PIOR TO COMPANY : LITELINES, INC 2"X6" HANDRAIL VJ/ I/2" - PLACEMENT GROUT 6 CONCRETE HARDSGAPE. PHONE . (909) 501-6542 45 DEGREE GHAMPHER 2. &ROUT TOP OF POST I 3. FINISH GRADE FAX : (9Oo) 301-0543 4, ANCHOR BOLT MODEL a : 1200 50 SERIES ANGHIOR BOLT 3 5. BASEPLATE INSTAI.LATION TURF 6. CONCRETE FOOTING 12" SHRUBS T. 12" SQUARE BOLLARD 4 - 8. 155" BOLT CIRCLE ANCHORAGE - cl 2 5" CONDUIT OPENING /5" x 12" PLATED BOLTS WITH (2) NUTS AND (2) WA5HER5 • • 2"X6" ROUGH 5AWN DF RAILING TOP 6 10. 3" CONCRETE PAD • • BOTTOM BOLT TO P05T W/ 5/8" PIA. HEX - . " • - e`• 4) 3 L CONCRETE 5TRENGTH TO BE SUGGESTED FOOTING HEAD WOOD SCREW 5" LONG IN/ WASHER. IT _ _ - 500 P51 0 20 DAYS = - � -II A 12" x 16" DEEP CONCRETE FOOTING SHALL BE PROVIDED AND THE 4-X4" ROB RDWD F05T Q m _ 4 10 'NOTE: TOP OF THE FOOTIN6 SHALL BE 5" BELOW FINISHED GRADE (5EE DETAIL) ® 8'-O" O.C. -TYPICAL 5 2 3 FOR BOLLARD REFER TO BOLT PLACEMENT - ttl LEGEND: DETAIL 2 THI5 SHEET. ANCHOR BOLTS SHALL BE EOUALLY SPACED ON A 65" BOLT CIRCLE FINI5HED GRADE QI 12" WIDE THICKENED EDGE ON BOTTOM SIDES. b AS SHOWN AND THE TOP OF SOLVE) SHALL PROJECT 2" ABOVE FOOTING 22 FIN15H GRADE (FLUSH NVGONG. HEADER) T (SEE DETAIL). MINUS STABILIZED DECOMPOSED GRANITE (CALIFORNIA &OLD )A5 AVAILABLE FROM 6AIL MATERIALS (MOP) 2T9-1095 OR EGIUAL 4001 CONDUIT PLACEMENT CONCRETE FOOTING - CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL. GONDWT(5) SHALL BE PLACED IN THE CENTER OF THE ANCHOR 5OLT5/FOOTIN6 ELEVATION (SEE NOTE a 3) .1 a.. �_ WET 6 COMPACT TO 4" THICK, 40% RELATIVE COMPACTION. III- AND SHALL PROJECT A MINIMUM OF 3" ABOVE FINISHED 6RA10E. +t 9 -III ° • . ° 11 ®APPLY HERBICIDE WEED KILLER PER SPECIFICATIONS. ° III- _ _ GROUT SHALL BE PLACED BETWEEN THE BOLLARD BASEPLATE AND FOOTING TO OBTAIN MAXIMUM STABILITY. (SEE ELECTRICAL) • ®MO% COMPACTED 5UBGRADE AGGREGATE FILL - _ ®CONCRETE HEADER PER DETAIL 5 TH15 5HT. CONCRETE STRENGTH DRAIN FINISH : TO BE 2500 P51 ® 20 DAYS. I. GOAT PRIMMER 6 A 3/4" PVC DRAIN PIPE SHALL BE PLACED 2" BELOW BOTTOM OF CONCRETE 2. GOATS BEHR, SEMI &LOSS PIONEER WHITE (s G40-72) FOOTING AND 2" ABOVE TOP OF FOOTING. CARE SHOULD BE TAKEN TO INSURE 3. CONGRETE STRENGTH TO BE 2500 PSI a 28 DAYS. A NOTES DRAIN PIPE - MUST EXTEND BEYOND BASE DRAIN PIPE DOE5 NOT BECOME CLOGGED WITH GROUT. INSTALL PRE MIXED DG, PER MANUFACTURER'S SPECIFICATIONS OF FOUNDATION INTO NATURAL EARTH q BOLLARD INSTALLATION N.T.S. 4 2 RAIL WOOD FENCE N.T.S. I D.G. WALK N.T.S. by 24, - FINISH &GRACE PRODUCT INFO COMPANY : LITELINE5, INC, F---GUT' OFF TOP SECTION (X'- rJ © 2 3 PHONE : (MOM) 501-5542 AF"I'ER DRIVIWi INTO? &RCiND FAX : (MOM) 501-5545 -USE 8" CA-VANZED NAI,5 MODEL a : TC550I000-6DI-OPA-50HPS-240-42-AB-BZ-BU-MSB ° �j - 0a ' o ° CONCRETE STRENGTH TO BE - es s • oa p = = = 2500 P51 ® 28 DAYS 2" A50VE 6RAEJF ,p - o a �. MEDIUM 5ANOBLA57 FIN15H + F ' ^ ' - - � III- Ramovablo Bollard To CONnRC FF Vap IiT 1 ! 4 - FDIN SHED�GRADE OR BY 6 Cost Aluminum um 5r Lamp Enclosure DAMS Gaet Aluminum Grill II _ IT I I" RADIUS Lamp 1-~ 1" TURF AREA PLANTER AREA " .;::•.,`:,t,, LEGEND: 2" ' - 1„ Ballast Assembly MIN, bl RW HEALN:RBOARD � ' 42" LEGEND [� 2x2x REDWOOD ST'AX / 1. CONCRETE PAVING - REFER TO DETAIL 6, THI5 SHEET -aI-J,JI- - 5 ollard Shaft LBSEN ; F ( R MIN. 5'- O.C. AND AT (- 2. s5 REBAR AT 15" O.G., EACH WAY, CENTERED IN SLAB - = � NANRAL FINISH w 1 B SOD) j- I ' ENDS OF ARDS \ B. FINISH &RACE PM. BRAUN 6 G ANY (510) 921- 44 = I ,LU v 4. 95% COMPACTED 5UB&RADE -III SECURE TOP ING SURFACE AT AL FOUR LE65 C\ `�I S. 1/4" TOOLED RADIUS - =11-�- - - - - Anchor Bolts - Sec Detail 9, This Sht. ® 6. CONCRETE THICKNE55: 4" For Bollard Installation ® HEAVY DU 2"X2" 6ALV. 'ELL' BRAGK ---NATIVE ® 1/2" WOO SCREWS (2) ® 3/6"0 2-I/2" REDHEAD BOLT W/ WASHER UT s3 REBAR CONTINUOUS _ NOTES: TIT _ I I_ Q GO ETE PAVING SURFACE TO BE a145TT.4t.LED A. PAVING THICKNESS, BASE PREPARATION AND REINFORGN& "NOTE: T BOUNCARY LINES ARE SHOWN FOR BID PURPOSES ONLY. FOR BOLLARD MOUNTIN6 REFER TO NOTE: - B. PROVIDE FIN15H SAMPLE PER SPECIFICATIONS. DETAIL M THIS SHEET. YV/OWASHO?�RTI LA6NN50AHROD AA WALK. 3/8 ID X 3-1/2" LA SCREW STANDARD BENCH NNNNA REDWOOD HEADER 7 CONCRETE PAD N.T.s. 5 CONCRETE MOW CURBMEADER N.T.s. 21 CONCRETE BOLLARD N.T.S. --} 2 4 3 6 2 LEGEND" 21-O" I. DECOMPOSED GRANITE WALK PER DETAIL I THI5 5HT. 2. CONCRETE HEADER PER DETAIL 5, THI5 SHT. o ^ 5. 3" THK. CONCRETE BOLLARD COLLAR 'p ,•d o o, O o o COLOR : SAN DIE60 BUFF BY DAMS ° FIN15H : MEDIUM SANDBLAST ID 8"Xb" R.S., D.F. P05T W/ H.P. SIMPSON P05T BASE c ° EMBEDDED INTO GONG. FOOTING A. EXPANSION JOINT C. 5AWCUT JOINT '. . I a I ^ CONCRETE STRENGTH : D PER D ® 28 DAYS. ® Xb" R.S., D.F. TRIM (MITER ALL CORNERS, BEVEL TOP) .° .,• 4. LIGHTED CONCRETE BOLLARD PER DETAIL 2, THIS SHT. ® 6 • x8" R.S., D.F., BEAM. LET INTO POST. SECURE W/ 1/2"0 X 10" LA6 56REAS 2 S (j - e - 5. GOLD JOINT b Q 4 X4" R.5., D.F., a 6 " O.G. °" • TYP.• 2 ® ---NOT USED--- O I 1 Oe ---NOT USED--` i0 p A I ° �a �J 2 8 2 'XI2" R.S., D w"F TRIM (MITER ALL CORNERS, BEVEL TOP) . o, o. o ° o ° ° •• ° ® CONCRETE FOOTING , - T .-. Q 0 4 REBAR m " .i- TOTAL 6 iWSID6 'A3 SPIRAL 4" PITCH , ° a • • 4 ® FINISH GRADE B. GOLD JOINT LEGEND: � °' ''- ° COMPACTED 5UB6RADE PER SOIL ENGINEER'S REPORT 1. I/b" RADIUS EDGE ° a I ® FINISH SURFACE 2. PAVING FINISH SURFACE PER PLAN ; ` + • 3 3. JOINT FILLER PER 5PEGIFICATION5 ® -T - 2"w 2• D.F., Lg 4" O.G. W4•AR6 "'r/ IteD, HP lvA.L WAILS. 4. BACKER ROD PER SPECIFICATIONS NOTES: 5. TWO-PART POLYURETHANE SEALANT ALL WOOD MEMBERS TO RECEIVE 2 GOATS 100% ACRYLIC STAIN BY ZAR. PER 5PECIFIGATION5 LEGEND ° (SOO) 212-3255 6, 1/2" DIA. X 12" LONG STEEL DOWEL NOTES: 24" O.G., PAPER WRAP ONE END I. 4" THK. FCC. PAD COLOR: SAN P EGO BUFF BY DAMS 52 )^RE 1 :21 FR E STANDING PERGO A A. LOCATE JOINTS PER SPECIFICATIONS FIN15H LAST U LE55 OTHHERWI5E INDICATED ON PLAN CONCRETMEDIUM D SITREN6THDB 2500 P51 a 20 DAYS BASIS OF BEARINGS B. SEALANT COLOR TO MATCH ADJACENT 2. SAW GUT JOINT D i. D.L.A. PAVN& THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landscape Architect G. CONCRETE STRENGTH TO BE 2500 P51 ® 28 DAYS CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT A„DSDex +uJ 1 -800-422-4133 STREET PER IRS 71/17 RECORDS OF I STREET, SUITE SOO * 5/4" IF PAVING LE55 THAN 4" THICK CONSIDERED COUNTY. BEAR 30' 01" W. ` • 3744RIV TEETH CBI. CA I" IF PAVIN6 4" THICK OR GREATER ae. e99 ,ae8 . FAX 6a9 e8s 49 '7 TYP. JOINT CONNECTIONS 6 MONSOON CONCRETE PAD N.T.S. D.G. WALK W/ LIGHTED BOLLARD CONSTRUCTION RECORD DATE BY REVISIONS ACCTI DATE BENCH MARK SCAB SEAL: tylOST4�, Designed By Drawn By ?hacked By DmvAn No. M 4T0 y IJD SS IJp RECOMMENDED BY: ,LLB'_ DATE: Al///-0 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 9 Contractor USCGS BRASS DISK ® THE Horizontal Plans Prepered Under SupeMdon Of / S.E. CORNER OF THE BANK IN ^ I.1 THE SIDE OF THE WALL BECH AS NOTED ,. - ACCEPTED BY: DATE: (v_ _`s J( Inapectw MARK NO. 600-7-68 # * - IANJ. DAVIDSON Date ozrz7roo E� �"� OLD TOWN SOUTHERN oats CDmyMaE STAMPED J-63-1927 Vertical DIRECTOR OF PUBLIC WORKS/CIN ENGINEER "" GATEWAY LANDSCAPING ELEVATION = 1005.85 AS NOTED 4TfOFON R.C.E. No. 2651 � 06/30/05 n.�.E.ro. 36617 E.aa.a 06130/84 ]ar ' CONSTRUCTION DETAILS Sheet s of 76 Moslem messes - LD02-209GR MIN --- 10C.-3/10. 1R10 GND._-- I\\, ---- STAMPEDE ' II 2eC.-3/8, 1 OND. 11 as 9/11 9/1 9/11 'fQ0 GND. / ��Wf 20C.-3 108 OND. I l REMOVABLE BOLLARD TOP VAPOR-TITS GLASS LAMP _�! �V // \ _< 1`f�� A (TYP.) I —f - ENCLOSURE 2•C.- 1 OND. - CAST ALUMINUM GRILL qft - LAMP T -_ —_ \ \ /I �� \ I J / /l 1 Y✓1110 - I-- /117 __— _ _ill L.�--- _il>---_..� — �� 4�) BALLAST ASSEMBLY C (TYP ) /1 , 0 / / n ,\ .,J l�l I,.. (�TE�HONE PEDESTAL _ - 42^ 2 C.-SdIB, tlye GND ^'�!.'. .,: .• i I—80LLARD SHAFT2 C.-3/e. 1be CND y 2 � ' i 9(4) ANCHOR BOLTS \ 9/11,f0 �1� �\- 9/1110 T �� 2 1/8 GND. / nl MQn tITH PULL ROPE4-4 r - \ (LFEQUIRLEPNONE(MINIMUM N1E9 / / OI '114- DEEP) (MINIMUM 1� �fP GROUT GRADE MATERIAL -24^ DEEP). 1 2 /Ivv\ 'It1�/� 1'IC,aCh10 LE YES- I - a ri CONCRETE FOOTING -� ( (E) S.C.E. UTILITY POLE /j `r Z pRp ni.� M91.Atl PIL \: .' ; .^ CONDUIT AS REQUIRED \.� \�\\ r \ \.� \ !, , /// 2" 11B GMD. Q /' .� / 12"C.-3N8P 1N8 ON LI�TWoQV- ILITL /2F � DFr�GI / 9 10 I I pLAST G SCALE: 1✓+� \ I{ / \N \ •,. IRRtGA ON TROLLER / BOLLARD DETAIL N.T.S. 4 ST �� � (/pNDU IT T 0 LEGEND.. / �'b.Lr 4,I�c IvLI 'M Ir 1.NOTE, EACH PULLBOX TOP SHALL BESANDBLASTED AND BE PROVIDED \ \ ((( (���.. [�„ f / WITH SOLID BRONZE COVER STAMPED 1O SINGLE RECEPTACLE MOUNTED ON TOP OF TENON ARM \�`r\ "„ ✓--� /(/� / / / {': q'C 1Iy8 GND. W1ON NAME AS SHOWN. DETAIL OF MOUNTING SHALL BE \V_�„� -�� �LII/1uu--,.T j ENCLOSED IN TENON CAP. WEATHERPROOF G.F.I TYPE. 1 \" 2. CONDUITS FROM ELECTRICAL PROVIDE RECEPTACLE AT EACH LIGHTING POLE AS PULLINDICATED ON DRAWING EACH B SHALL BE (N) 1" CONDUIT FROM EACH BOX. ONLY CONDUCTORS FOR \ `_ A LUMINAIRE AND POLE RECEPTACLE WIRING ENGINEER RI BETWEEN MANUFACTURER AND `.\ \ �_ -� ' // / ( ) ENGINEER PRIOR TO SHOP DRAWING SUBMITTAL. SHALL BE INSTALLED IN THIS CONDUIT. STREET WALKWAY (F)METER PED TA, M4" /// 1 / 3. PROVIDE PULLBOX FOR EACH LIGHTING POLE. © BANNER AND BANNER ARMS SUPPLIED SEE DETAIL 1/E-2 / 9/11,10 � ! 1T j BY CITY. \, 7 © BEVEL WOOD 45' O TOP - ` \" ,\ / ) �'. . C LOChE PUL1B X AS CLOSE ) I ® 2"XB" R.S., WESTERN RED CEDAR w/1/2"X1/2" \ �\ �• TO POLE AS POSSIBLE, TtWAL ) REVEAL O CENTER (ALL FOUR SIDES) FOR SOUND PULLBOX. COORDINATE OO 1/2"x3" LAG SCREWS ALL 4 SIDES / WIN WOOD FRAMING, BOARDWAIX EIC. T UNDERGROUND W/MALLEABLE IRON WASHERS O 18" O.C. CONDUIT AND STAGGERED, BOLT THROUGH POLE \ \\•, `\, // t 1 \ CONDUCTORS 6 4"X12" R.S., D.F. TRIM MITER ALL PER PLAN. O ( /i CORNERS. BEVEL TOP) (2) 1/2"Xl6" LAG SCREWS EACH SIDE \�, \. \\ / / \ ,• W/MALLEABLE IRON WASHERS ,�, \ �'� •7 It '•� T 2"C.-396. .198 STANDARD ® FINISH GRADE Tlo �`\\`\\' - ' `X• \\ ,•�}" ELECT. CALTRANS Q ELECTRICAL CONDUIT FROM ELECTRICAL \ \ \ ` // _ 7 NN /E58. SUPPLY (24" MIN. DEPTH) \ 1 \ ./ -- \ 'r CONCRETE BASE (2,500 PSI O 28 DAYS) 1 1 1 \• / \\ �/ I \� 2"C.-6/e, 1 GND. 1 1 11`` 1{ 1 / �Y BOA SAN DIECO BUFF BY DAMS COLOR. /r. / i \� i" 1 1Q 2"X4" R.S., D.F.. MILLED / ® 4"X4" TUBULAR STEEL CORE. ay/\\/ STREET \� // Y° WALKWAY © COMPACTED SUBGRADE PER SOIL / / y/ 11 ENGINEER'S REPORT m •i I n, / /11 ;:.1 1. L'1 11 © WEATHERPROOF HANDHOLD COVER .r .�Rj(:F'• � 1 r / / / �.,�— ` 1 1 f __ / /\Y�\ h 11 SINGLE RECFPTAGF `.-)PI�� `• ) A/ ^ I I ON TOP OF POLE �� FJSEE LOCATED -,�;It�,.. / // / \"� 3 CURB 1 i POLE wLeNAWE ATHTymUDHO E �_ // %?; I 1 ' u�\• a a I I TYPICAL STRFETUGHTING \ / / i �/ I POLE WRING SECTION /ELEVATION y; \ NAA e PULLBOX LAYOUT T.S.N 2 TYPICAL STREET LIGHTING AND POLE DETAIL N.T.S. ' : „ BASIS OF BEARINGS ` D 5 < Ian Davidson, Landscape Architect p THE BASIS OF BEARINGS FOR THESE ` < CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT u,as9ere °'"' ! \ ` 11 `\ 1 -800-422-4133 /� 1 I OMB ELECTRICAL ENQ94EE316. NC. - i STREET PER IRS 71/17 RECORDS OF 40, 90' W' 10, O 20' 40' - i RIVERSIDE COUNTY, BEING 4100 CHESTNUT STREET \ '1 1 W59 Research D,he. Suite 100 - CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDE, CA 92501 5GALE "=20' NORTH 1 1 { •' hive, a 9401e 4 909 N10 0aa . li I goo aN 4aee 1 1 (948) 'FPOilSm"iNamMn9m'com 1993 O y_/�///j (/7� I L4 CONSTRUCTION RECORD DALE 8Y REVISIONS ACCD GATE BENCH MARK H G. 0 Designed By Drawn By Chocked By , �11 - ''/ Drewirg No. p c SCALE tiry 4�QF- Fy$LF OL OIL JCO RECOMMENDED BV: 3` i DATE: /-/i- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS E ° Contractor - - - -- USOGS BRASS DISK 0 THE 0' r^ r - HodzanMl e. 4 rn Plans Prepared Under Supernsicn Of , .0 -- S.E. CORNER OF THE BAN( IN m Easel' THE SIDE OF THE WALL BECH AB NOTED x ACCEPTED BY: DATE: I �/✓to FIRST aTll[ET AIO MONT aTl!!T e $ Inspector - - * JEFFREY OVERMYER OB/14N2 WLLUA9A a, NU411F5 MARK N0. 600-7-68 STAMPED 7 CTAIG� ! Dale qtE w Wsyc waRk4jU1y ENi1NEER ( ! U�KAM ✓ANC`�T S Date camaieae J-63-1927 Vertlml FCAUF �� i o195 - - ELEVATION = 1005.83 AS NOTED R.C.E.No. E-8964 Expires O3131/04 R.C.E.W, 3(o(e.17 E,pea f 0/6 + ;;< - SCHEMATIC LANDSCAPE PLAN Sheet ,d of x GENERAL NOTES & SPECS. 24 (E)METERZMAIN PEDESTAL 1 OOAM P-1 20/240V-10-3 W 16-1/2" (MIN. SCCR SHALL BE 50,000 AMPS RMS SYMM) 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM. 0`s-0 STREET LIGHT LUMINAIRE AND POLE. O 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR „ I A COMPLETE AND OPERATING INSTALLATION. STANDARD 20A, 120/277V--1 0 SPST TOGGLE SWITCH MOUNTED AT +48 I A.F.F.--U.O.N. 3. INSTALL RACEWAY SYSTEMS AS FOLLOWS; a,b - DEN OTES TWO SWITCHES AND THEIR RESPECTIVE CONTROL IDENTIFICATION. a. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. M 3 - DENOTE 3-WAY SWITCH 5 El " I b. USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY. 4 DENOTE 4-- WAY SWITCH ABLE S.C.E. 48 USE SEAL-TITS IN AREAS EXPOSED TO WEATHER. - DIMMER S I D DENOTES 2kw -- U.O.N. 120V. 1� SLIDING TYPE ENTRY SECTION ` ' c. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. WITCH. -- LUTRDN "NOVA" SERIES OR APPROVED Q v 100A d. USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED GROUND. CONDUIT RISERS ANS STUBS � EQUAL. 2P I ABOVE GRADE SHALL BE I.M.C. WITH HALF---LAPPED TAPE COVERING OR P.V.C. COATING. FINISHED GRADE 4" 1, 07GN0 @ MAIN � STANDARD 20A, 120V-1 0 GROUNDING TYPE SIMPLEX RECEPTACLE MOUNTED BU 100A I 4. ALL NEW WIRING SHALL BE COPPER TYPE "THHN/THWN" - U.O.N.. P AT +15" A.F.F. -- U.O.N. 4 U.G.P.S. 5. CONDUIT FOR ROOF MOUNTED EQUIPMENT SHALL BE ROUTED BELOW THE ROOF WITHIN THE BUILDING. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +15 A.F.F. - U.O.N. l 1#4 CU. EQUIP BOND I 6. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL 8E VERIFIED WITH ARCH. DRAWINGS A5 WELL AS STANDARD 20A 1 OV -1 GROUNDING TYPE FOUR--PLEX RECEPTACLE 30" PER NEC-250---79 (d) EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK. MOUNTED AT +,15' A.F.F. - U.O.N. 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS 2 j j i i AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. STANDARD 20A, 120V-10 GROUNDING TYPE "GROUND FAULT INTERRUPTER" � (E) UNDERGROUND SERVICE � 8. ELECTRICAL CONTRATOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE (G.F.I.) RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT - U.O.N. TO S.C.E. TRANSFORMER EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED.24" BELOW GRADE DISCONNECT SWITCH. AMPS -- VOLTS & POLES AND FUSED OR NON-FUSEDI � AS INDICATED. 9. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC.,. TO ® PROM - VOLTS & POLES AS INDICATED. \_(E) GROUND ROD BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO CONTRACTOR SHALL �� COMPLETE WI • MAGNETIC OVERLOAD PROTECTION PER MOTOR MOTOR STARTER. NEMA SIZE INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. WITH THERMAL OVE TO LOADS. REFER TO PANEL NAMEPLATE DATA AND COIL VOLTAGE PER EQUIPMENT CONTROL REQUIREMENTS. SCHEDULES FOR BREAKER I H.O.A. - INDICATES HAND/OFF/AUTO SWITCH. SIZE, ETC. � 10. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. COMBINATION MAGNETIC MOTOR STARTER DISCONNECT SWITCH. EM I (E) 120/24OV-10-3W METER 3" PVC 'TO _ _ ®' / N A SIZE D DR NON FUSED AS INDICATED PROVIDE COMPLETE PEDESTAL , N,EMA 3R. -1 (E) CONCRETE FOUNDATION S•C.E. P.C1.C. 11. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL LOCAL AND VOLTS, POLES AND FUSE ET�E NATIONAL GOVERNING CODES. WITH THERMAL OVERLOAD PROTECTION PER MOTOR NAMEPLATE DATA AND Q REFER TO PLAN COIL VOLTAGE PER EQUIPMENT CONTROL REQUIREMENTS. H.D.A. - INDICATES 1 E GROUND 12. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL -- U.O.N.. HAND/OFF/AUTO SWITCH. PER NEC 250�-92 UTILITY (iONTAGT5: 13. ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. MANUAL MOTOR STARTER SWITCH, RATED 0 1 H.P. MIN--120V -- 10 -U.O.N. M Q PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION.(E) METER Q (E) 24 HR. ELECTRO--MECHANICAL TIME " 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) (E) UTILITY TEST SECTION. CLOCK WITH 10 HR. RESERVE POWER, COPPEERR CLAD I�UDY F�A��� 3/8 UTI�tEi�N f.ah.Ii 01.NIA Ex?150N YEAR -- U.O.N.. JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF 3 � L Q PARAGON 4210 SERIES. CONDUITS AND / OR CONDUCTORS PASSING THRU. (E) 100A MAIN BREAKER. GROUND ROD PER 26100 MENIFEE RD. 15. ELECTRICAL CONTRACTOR .SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, Q (E) MECHANICALLY HELD LIGHTING CONTACTOR N OTE NEC-250--83 (c) ROMOLAND, CA 92585 CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. MOTOR OUTLET. H.P. OR F.L.A. --- VOLTS & PHASE AS INDICATED. VERIFY TEL. 909 928-8272 REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE '00 ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED (E) BRANCH CIRCUIT BREAKERS - ELECTRICAL SECTION OF THIS CONTRACT. EQUIPMENT MFGR. PRIOR TO ANY ROUGH-.IN WORK. SEE PANEL SCHEDULE. @ (E) WEATHER--PROOF GFI TYPE RECEPTACLE. SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. MAXIMUM AVAILABLE FAULT CURRENT PER SCE IS 42,000A RMS _SYMM. 16. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS @ �E)ORINGED DEADFRONT TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS,LISTED SERIES RATING BETWEEN THE MAIN 100AMP CIRCUIT ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO Tw BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MID. AS INDICATED. OS (OMITTED FOR CLARITY) � THERE SHALL BE A U.L. " BID DATE. CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WITH METER WINDOW & PADLOCK BREAKER AND DOWNSTREAM CIRCUIT BREAKERS BASED ON THE ASCC OF WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS ® TRANSFORMER AS SPECIFIED. HASP. 42,000 AMP EMS SYMM. ON THE LINE SIDE OF THE MAIN CIRCUIT BREAKER. COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. ME= TELEPHONE PLYWOOD BACKBOARD. 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, LOCATIONS. AND CONNECTION REQUIREMENTS SHALL BE VERIFIED PRIOR TO ANY ROUGH--IN WORK. RIGID PVC SCHEDULE 40 CONDUIT ROUTED BELOW FINISHEDR - ELEVATIOWTYP, METER PEDESTAL, 120/240V 1 TYPICAL ��.____._ REFER TO CONDUIT SCHEDULE ON PEANS FOR SIZE A WIRING. E U.O.N.. 18. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: ---{E)--- EXISTING UNDERGROUND CONDUIT a. ALL SUBSTITUTED LIGHT FIXTURES. ---...- HOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE. b. ALL ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION EQUIPMENT AND PANELBOARDS. INDICATES CONDUIT DROP WITHIN BUILDING WALL. REFER TO CONDUIT c. OTHER ITEMS AS SPECIFICALLY INDICATED. � SYMBOL ABOVE. CON RISER WITHIN BUILDING WALL. REFER TO CONDUIT . 19. THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING 'fl INDICATES CONDUIT SYMBOL ABOVE. ORDERS OR PERFORMING ANY ROUGH-IN WORK. [� WP FLUSH GRADE CONCRETE PULLBOX. LIGHTING FIXTURM SCHELY)"ULE 19. COMPLETE ELECTRICAL.SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. ART. 250. (E) EXISTING. FVaVffi 20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH CEO METER PEDESTAL TYPE MANUFACTURER CATALOG# LAMP OTY. AND TYPE WA-RAag VOLTS REMARK CITY• ALL LOCAL AND NATIONAL CODES, UTEU POLE MOUNTED DECORATIVE HIGH PRESSURE NES INC. (1) SOW HPS 2 x 66 240 V 8 21. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT. jdTT-3-50-HPS-TFG-240-LAMP 132 SODIUM DOUBLE LUMINAIRE WITH 1� -0 POLE. REFER TO DETAIL 3/F 24" TALL CONCRETE FL 22. PROVIDE THE OWNER AND THIS ENGINEER WITH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE UTEUNES INC. (1) 5OW MH 75 240 V L OOD LIGHT FIXTURE VOTH 2 COMPLETION OF JOB. jCFM--35-50-MH-240-DB-N--SB 45 DEGRIEE AINING ANGLE. COLOR AS SELECTED BY OWNER. UTELINES INC. 42" TALL BOLLARD FIXTURE HIGH PRESSURE O - PA--50HPS-240-42-AB�-8Z-- DETAIL 4/E-1 MOUNTED ON fUICIIIS011000-GI)l (1) 50W HPS 79 240 V 13 SODIUM. SEE�-MSB�-LAMP CONCRETE BASE PER MANUFACTURER SPECS. EXCEUNE (1) 32W CPF 37 120 V SURFACE MOUNTED COMPACT FLUORESCENT 2 JRLS--32HF-L-G-C-1 FIXTURE WITH CLEAR PRISMATIC GLOBE AND CAGE. REFERENCES . ABBREVIATIONS Q LIGHTING FIXTURE DESIGNATION MCB MAIN CIRCUIT BREAKER eDETAIL REFERENCE FLA FULL LOAD AMPS MOUNTING PEDESTAL (E)PANEL »M4" MAIN 10OA/2P _ ED KEYNOTE REFERENCE C. CONDUIT 120 240 1 PHASE 3 WIRE A.I.C.RATING SEE 2/E-2. BUS 100A (D CONDUIT AND WIRING DESIGNATION V. VOLTS VOLTS A.F.F. ABOVE FINISH FLOOR A AMPS WATTAGE L R M B C C B M R L WATTAGE A.F.G. ABOVE FINISH GRADE GFI GROUND FAULT INTERRUPTER LOCATION T E I K I I K I E T LOCATION U.U.N. UNLESS OTHERWISE NOTED GND GROUND 0A 0B G C S R R R R S C G OA 0B C.O. CONDUIT ONLY W/PULL ROPE V.L. VERIFY LOCATION C C C C (E)STREET LIGHTING 910 7 - - 120 WP WEATHER PROOF 1 2 20 - - 7 910 (E)STREET LIGHTING N.L. NIGHT LIGHT � (E)STREET LIGHTING 910 7 --- - 2 3 4 2 -- -- 7 91 Q E STREET LIGHTING CU. COPPER EM. EMERGENCY FOR SEASONAL - -- 0 1 5 6 20 1 - 7 - 1260 (E)RECEPTACLE FOR SEASONAL LTG M.L.O. MAIN LUGS ONLY a (E)RECEPTACLE L LTG 1260 7 2 (E)RECEPTACLE FOR SEASONAL LTG 1260 - 7 - 20 1 7 8 20 1 - 7 -- 1260 (E)RECEPTACLE FOR SEASONAL LTG d- A N STREET LIGHTING 1245 16 120 9 10 20 .1 - 9 1620 (N)RECEPTACLE FOR SEASONAL LTG A - - - -- -- 1245 -- - -- 2 11. 12 20 1 1 - - 200 N IRR,IGATION CONTROLLER N WATTS OA 7205 08 = 5785 0 TOTAL WATTS = 12990 + LCL - 13845 AMPS 57.7 LCL 3418 x .25 = 855 HIGH O WATTS N/A HIGH 0 AMPS N/A HIGH 0 LCL N/A CONNECT NEW LIGHT FIXTURES TO EXISTING TIME CLOCK AND PHOTOCELL CONTROLS. CIRCUITS SHALL BE ROUTED THROUGH EXISTING A LIGHTING CONTACTOR. IF NO EXISTING SPARE POLES EXIST IN EXISTING LIGHTING CONTACTOR THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONTACTOR, AS REQUIRED, AND TIE BACK INTO EXISTING TIME CLOCK AND PHOTOCELL LO U tr BASIS OF BEARINGS OD THE BASIS OF BEARINGS FOR THESE Ian Davidson, La,ndaospe Arobiteot d CALL TOLL FREE ' PLANS IS THE CENTERLINE OF FRONT LA svArd ornr OTUM 1 -500--422-4133 STREET PER RS 71/17 RECORDS OF COMB ELECTRICAL ENC INEERS 1 RIVERSIDE COUNTY, BEING ® 4160 CHESTNUT STRE111IT r . CONSIDERED TO BEAR N45 30' 01 " W. 8IVI111811110, CA 92601 8659 Research Drive, Suite 100 Irvine, CA 92618 900 668 1988 . TAX 909 888 4858 (9 49) 753-1553 Fax (949) 753-1992 ES&IO ., ai: mail ombengrs.com -' D DATE BY REVISIONS ACC'D DATE BENCH MARK � Designed By Drawn By Chec.lce Drawing No. SCALE k, �G t� d By CONSTRUCTION RECORD RECOMMENDED BY: DATE: 1 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS USCGS BRASS DISK 0 THE ° Contractor ti - JC4 „.,. . . GL GL n Plans Prep ares#Under Supervision Of ' S.E. CORNER OF THE BANK I N Horizo tal o. 9 4 m og r Inspector E SIDE OF THE WALL BECH AS NOTED ACCEPTED BY: ~" DATE: ��._. w n THE .. 2 MARK NO. 600�7- 8 ��, Q JEFFREY OVERMYER Date 08/14/02 W�L�iAren Nu+��IE FIRST Y T f STAMPED C J 63-1927 Vertical TR H DIAE-c.TnR OF Pueo WORM4�G��i/ �n��t� � d Yx f.,� -- � ► �� � � ► 4 A%Y l eL Date Completed OF CAI-�FQrx. d ELrECTRICAL SYMBOLS, NOTESM AS NOTED E-8964 03/31/04 d ELEVATION = 1005.85 R.C.E. No. Expires R.C.E.No. Expires: a� tti¢, .��,o Sheet of J SCHEDULES AND SINGLE LINE I �DIAGRAM F�►lell I - _ � If / _ � � 14'vJtVB Go.3C. DRtvEwoy, I %JI I I ----- r---,-. .._.. - J 'CO (.0cL) I r CD 07 i1 X � I STAMPEDEWit IJ 11 If SMH SEYiE LIF STR,110Po \ } J , / - -- • / a I T 4,1 v . s J a AE35 REVIATION LEGEND '--�-- 6 4�.7*/ !'+' 4 llei- v J / PLANTING LEGEND BOTANICAL_ NAME COMMONNAME `' E AGGPETABLE TREE TREES HEIGHT / WIDTH T-1 PRUNU5 G. 'THUNDERCLOUD' FLOHERIN6 PLUM 24" BOX 9-1 I' / 5-4' f O III T-Q rs QUERGUS A6RIFOLIA COAST LIVE OAK 36" BOX 6-10' / 6-T Bill . MATURE SHRUB DIA 5-I ® GISTUS PURPUREUS ORCHID ROCKR05E 5 GAL 3'-4' \ / `�� _ -� / // •' 5-2 • 5AMB000S MEXIGANA MEXICAN ELDERBERRY 15 GAL 6'-10' HYDROSEED MIX ��' 'Nl � ,_� 5-3 � HETEROMELES ARBUTIFOLIA TOYON IS GAL 6'1 IRRIGATED MEADOW BRASS MINIMUM `�.. `\ //J� / -I �J 5-4 O PYRAGANTHA 5ANTA CRUZ' FIRETHORN 15 GAL 5'-IO' LEG/ACRE SPECIES PURITY/6ERMINATION �\ � ,., \ //r y �/ 5-5 5ALVIA LEUGANTHA MEXICAN SAGE 5 GAL 5'-6' 40.0 FESTUGA OVINA SHEEP FESCUE 95/60 5.0 MILIGA GALIFORNIOATA 90/60 GROUNDC.OVFLR MATURE SHRUB DIA 40.0 FE5TUGA LOH6IFOLIA 95/60 2.0 ESGH5GHOLZIA OALIFORNIGA 96/IS i q/"/ --- / d� / / i 6-1 ® ACACIA REDOLENS VANILLA-SCENTED I GAL 0 600 O.G. 5 9 4.0 GOREOPIS LANGEOLATA 5/75 ,J Y 'N� t !/ - „ ... r ACACIA 3.0 CHRYSANTHEMUM LEUGANTHEMUM OX EYE 96/b0 f ` -,f'-�/. 4.0 6AILLARDIA PULGHELLA 65/15 1 SAY / f i ,;/ / / // R05MARItJUS O. PROS7RA7E 20GELIA GOAMPCKIA LANULARIA 96li5 64 PRO5TRATA' R05EMARY PLATS ® 12" O.G. 2.0 LINARIA MAROGGANA 96/60 r7F 6-3 H1EP,DOW6RA55 WITH 96r10 / HYDRO5EED (SEE MIX 101.0 , ! - NATIVE WILGFLOI^!ER MIX ABOVE) BASIS OF BEARINGS - D i.D.L.A. THE BASIS OF BEARINGS FOR THESE Ian Davidson. Landscape Architect CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT 1 -800-422-4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING 3744 TENTH STREET, SUITE 000 40' 50' 20' 10' O 20' 40. CONSIDERED TO BEAR N45 30' 01' W. RIVERSIDE, CA 92501 a" sea Ms . FAX sea ass 4542 5GALE 1"=20' NORTH a sea CONSTRUCTION RECORD DATE BY REVISIONS AMD DATEI BENCH MARK SEAL: Designed By Drawn By Crisfield By 9 SCALE g IJD SS IJp Contractor USCGS BRASS DISK ® THE nesas RECOMMENDED BY: DATE: // /G CITY OF TEM ECULA DEPARTMENT OF PUBLIC WORKSNo. S.E. CORNER OF THE BANK IN er zanN ���t Plaee Prepared Under Supervision Of �������� Inspector _— _ - THE SIDE OF THE WALL BECH AS NOTED IAN J. DAVIDSONO2/27l04 ACCEPTED BY: DATE: �F`�='�' OLD TOWN SOUTHERN Pam" 1 MARK NO. 600-7-68 ♦ * Date STAMPED J-63-1927 Verbal DIRECTOR OF PUBLIC WORKS/CITY ENGINEER GATEWAY LANDSCAPING i; Date c„mpiwa=- ELEVATION m 1005.85 AS NOTED 4TFOFCN R.C.E. No. 2651 Expires GSW/05 RICE.fill 36617 Epba 06/30/8}ob '�«. PLANTING PLAN Sheet 8 of 15 session Mission LD02-209GR „,.r'., n�,.•'•'n•. w.J'' a.n H,,,,,.�'^r ... '^�•�• , w.Wr.n” n/f I.. np�, ,,"� a'v1.,,' •� w:rJ'n,,:+...W"nrr`«" •,,,,,.....�..,� •�• � n I ff `'T�. «�4 ;� � 'lr r� \ � � � ,.„v .,.� ..�"•� .. )��•Idr`�'".r/r.•"'.ww��pr.+T^'� j¢P �'r••i�) w r 7 ,1 , N,.•yµ^^�` � t p'!' • n .' '�M'�u•r•� n x w.'8•.w..'�'.,,n ..:1 -' •Wkr's�r.1q`." ,.r,...v A 1.,,^'^ � N . �``s,�t.. [ .y 1 .•� ,.,...�..,ram � �vr r, y. ❑ µ El .]..w.•` v t r�. .. 0El Li � r . ... .. „r-r•. !' �^\ •~ 1 ,w�"'•., r .d. / I I ..vsr p r��',� + , P ) ! F � r w., .,:.✓'" ..r•'••""-' _ ,.r• / / �' ! 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'THUNDERCLOUD' FLOWEf�INC PLUM 24" DOX ci- l I' / 3-4' :0 QUERGU5 AORIFOLIA 6OA5T LIVE OAK 36" BOX 3•-ID' / 6--7' MYDR05EED MIX SHRUBS MATURE 5HRU DIA " 5-1 G15TU5 PURPUREU5 ORCHID ROCKR05E 5 OAL IRRIOATEP MEADOW ORA55 MINIMUM - -. `�'-2 � SAMBUGUS MEXIGANA MEXIGAN ELDERBERRY 15 OAL LE35/ACRE SPECIES PURITY/GERMINATION 40.0 FESTUGA OV INA SHEEP FESCUE (15/80 5-3 � HETEROMELES ARBUTIFOLIA TOYON 15 OAL �'--10' I 8.O MIL.ICA CALIFORNIGATA CfO/&0 5-4 PYRAGANTHA '5ANTA GRUZ' FIRETHORN 15 OAL 5'-10' 40.0 FE5TUCA LON61FOLIA q5/SO 2.0 ESCH5CHOLZIA GALIFORNIGA Gi8/75 5-•5 5ALVIA LEUGANTHA MEXIGAN 5A6E 5 OAL 31--6' 4.0 GOREOP15 LANGEOLATA ci5/15 3.0 GHRY5ANTHEMUM LEUGANTHEMUM OX EYE g8/80 4.O OAILLARDIA PULGHELLA 85/75 OROUNDGOVER MATURE 5HRUB DIA 2.0 RUDBECKIA AMPLEXICAUL15 g8/`T5 2.o PHACELIA COAMPANULARIA 0-1 ACACIA REDOLEN5 VANILLA- 5GENTED I OAL ® 60" 0.0. 5'-15' 2.0 L I NAR I A MAROGGANA g8/80 ACACIA a8/70 I0-7.0 O-2 / / // R05MAR I NUS 0. „ / / / � � PR05TRATE FL,c�TS p 12 O.G. PR05TRATA R05EMARY O_3 MEADOWORA55 WITH r• •/ 1'1 �'' NATIVE WILDFLOWER MIX HYDR05EEP (5EE MIX ABOVE) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landsoape Arohiteot I � CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE XTURE 1 —800--422--4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING 3744 TENTH STREET, SUITE 200 40' 30 20' 10' 0 20' 40' CONSIDERED TO BEAR N45 30' 01" W. L RIVERSIDIN, CA 92501 909 683 12e3 . VAX 909 Bea 4362 SGAL•E 1"=2O' NORTH maw CONSTRUCTION RECORD DATE BY REVISIONS ACC I) DATE BENCH MARK SCALE SEAL: � Designed By Drawn By Checked By Contractor 11.6 IJD SS IJD RECOMMENDED BY: 17 DATE: f! �' lD I TY 01F T�ICI U L�, DEPARTMENT OF PUBLIC WORKS Drawing No. USCGS BRASS DISK 0 THE S.E. CORNER OF THE BANK IN orizontal ,' Plans Prepared Under Supervision Of THE SIDE OF THE WALL BE AS NOTED � •� .'n• ACCEPTED B ° • IAN J. DAVIDSON 02/27/04 L A OLD TOWN �DUTiEIR�V Inspector gna ure BY: H S DATE: ,. MARK NO. 600-7^-68 a 05 �' Date � •rr.,•„• ,;,;,.• Date Completed STAMPED J--63�1927 Vertical p• a DIRECTOR OF PUBLIC WORKS/CITY ENGINEER .,.,t= -- p GATEWAY LANDSCAPING :, a..:::••• , ELEVATION� -= 1005.85 AS NOTED �� OF CA��a R.(:.E. No• 2651 06/30/05 Expires R C E No 36617 0e/30/6-c ,Expires: PLANTING PLAN I ' Sheet g of LD02-209GR LODGEPOLE PINE S1�AKE TREE TRUNK 0 0 ��- TREE TIE, NAIL TO STAKE PLANT IN 6 NOTE5 . + r 0 0 0 0 go 0 a 0 0 0 1. CONTRACTOR IS TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS (2) LODGEPOLE PERTAINING TO THE INSPECTION OF PLANT MATERIALS FOR DISEASES AND INSECT INFESTATIONS. / PINE STAKES 0 D / \ D 2. FOR TREE STAKING AND SHRUB PLANTING REQUIREMENTS REFER TO THE WORKING DRAWINGS CINCH TIE CINCH TIE, SECURED NOTE: TOP OF ROOT BALL FIN. GRADE AT SLOPE / \ DETAIL AND SPECIFICATIONS. TO STAKE W/GALV. SHALL BE 2 ABOVE WHERE APPLICABLE 0 0 0 0 -57 0 0 0 0 NAILS FINISH GRADE TAPER 1 :1 MAX. CUT 3. TCSD INSPECTOR SHALL APPROVE ALL PLANT MATERIALS FOR CONFORMANCE TO THE SLOPE AT PLANT PIT 0 0 0 ® 0 FIN. GRD. AT SLOPE PLANS AND SITE CONDITIONS AND THE FINAL PLACEMENT OF THE PLANT MATERIAL WHERE APPLICABLE PRIOR TO INSTALLATION. CONTACT TCSD INSPECTOR FOR APPROVAL PRIOR TO TAPER 1:1 MAX. CUT AT PLANT PIT 0 0 0 0 0 � 0 0 0 DIGGING PLANT PITS. _ 1/2D PLANT TABLETS 6" SLOPE 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATIONS FOR ALL TREES OF 15 GALLON ,n �,.� (SEE SPECS.) i 3" FLAT AREAS SIZE AND LARGER, AND CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DIGGING "� V_ EDGE OF PAVING, WALK, WALL, ETC. PLANT PITS. ` I TURF FREE AREA _ I 12" FROM TRUNK J =I II--- FINISH GRADE x =III= - I-�I I I= TREES SHALL BE UAL TO OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE D © © 6" BASIN--SLOPES m — — — --� 5. ALL Q RPA R 0 Z AN M ►► � �- � I�I�(------I� -I� QUALITY. � BASIN—LAWN o , Co00 04, Z III- Lr PLANT 'TABLET GROUNDCOVER INSTALL MULCH PRIOR TO -� M FINISH GRADE I SEE SPECS. PLANTING GROUNDCOVER AS RE D. Q -,._:_.T I�iI = IL�I I -=1I III I ' I ( ) Q� 6. ALL SHRUBS SHALL BE EQUAL T0, OR SURPASS "NINES" STANDARDS FOR SIZE AND QUALITY. >c m � �� I I=III I-=I I (=III=I I ( I�.I I I I I I I I I�I LI �- 0 -T-.�..--- --.•- PLANTING TABLETS �- 7. CONTRACTOR SHALL USE NURSERY TAGS TO VERIFY ALL PLANT MATERIAL SPECIES, VAREITY z - BACKFILL MIX PLANTING BACKFILL PUDDLE III (SEE SPECS.) SEE SPECS. 2X ROOTBALL AND SETTLE TO AND SIZE IN ACCORDANCE WITH THE PLANTING PLAN AND WITH THE AMERICAN ASSOCIATION III=III= I=I =III II ( ) SET 0�' NURSERYMEN "STANDARD OF PRACTICE". iv - PLANTING BACKFILL PUDDLE PLANT AT FINISH GRADE , AND SETTLE TO SET i , PLANT AT FINISH GRADE - 8. PLANT MATERIAL SHALL BE HEALTHY, WELL--DEVELOPED AND REPRESENTATIVE OF THEIR SPECIES AND VARIETIES. MATERIALS SHALL BE FREE FROM DISFIGUREMENTS, AND HAVE 2X ROOTBALL WELL--DEVELOPED BRANCH STRUCTURE AND ROOT SYSTEMS. CONTRACTOR TO COMPLY SUBGRADE CONDITIONED SOIL WITH THE FOLLOWING CONDITIONS: A. DO NOT PRUNE ANY PLANT MATERIALS PRIOR TO DELIVERY NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) WITHOUT SPECIFIC APPROVAL FROM THE TCSD INSPECTOR. NOTE: ALL PLANT BASINS SHALL RECEIVE' NOTE: ALL PLANT BASINS SHALL RECEIVE FRdM EACH OTHER AS SHOWN. D = AS A 2" LAYER OF APPROVED MULCH. A 2" LAYER OF APPROVED MULCH. SHOWN ON PLANTING PLAN. B. PLANTS,. ARE SUBJECT TO INSPECTION FOR SIZE, SPECIES, nt 18AA Alhombro Grou ® nt+9>i1 Alhambro o me ht IM Afigmbra c u VARIETY, CONDITION, LATENT DEFECTS, AND INJURY PRIOR TO DELIVERY TO THE PROJECT SITE AND AT ANY TIME DURING THE n CITY OIL TEMECULA NO WX2 CITY OF TEMECULA NO WMX n CITY 017= TEMECULA NO IXALIE COURSE OF CONSTRUCTION. .Y:" 1.5�•ri;t:. :�..v :ri:ti/i•:. SHRUB (//y. f'�;�,'• �1r4 G e 1/UND M'►i/VE ■DO��L�M STAKE TREE � + �.%. ...:r.� ..1.'��%''.C' .Iw�l� �.A lJ'l��A�1:C. MATERIAL DEEMED UNACCEPTABLE BY THE TCSD `..r•. INSPECTOR WILL NOT BE DELIVERED TO THE PROJECT SITE OR «� SAL., GAL..y � BOX rrr �49�:;''.. PLANTING WILL IMMEDIATELY BE REMOVED FROM THE SITE IF ALREADY DELIVERED. D► CONTRACTOR SHALL BE PREPARED TO SHOW THAT PLANT MATERIAL IS NOT ROOT BOUND TO THE SATISFACTION OF THE TCSD INSPECTOR. NOTES: 9. LANDSCAPE. ARCHITECT RESERVES THE RIGHT TO TAG ALL PLANT MATERIALS AT THE 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE (NEVER BELOW GRADE). NURSERY OF HIS CHOICE FOR USE ON THE PROJECT. 2. POSITION ROOT CONTROL' BARRIER AS CLOSE TO STRUCTURE AS POSSIBLE. 3. DURING CONSTRUCTION BARRIER CAN BE PLACED AGAINST INSIDE OF FORMS. 10. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE TCSD INSPECTOR'S PRIOR 4. THE RAISED ROOT DEFLECTORS MUST BE FACING TOWARD THE TREE. _ 5. BARRIER TO EXTEND A MINIMUM OF 8" BELOW BOTTOM OF HARDSCAPE. WRITTEN APPROVAL. 6. FOR MOST TREES 10-12 FEET OF BARRIER WILL BE ADEQUATE. 11 . IF A SPECIFIED, PLANT SPECIES OR VARIETY IS NOT OBTAINABLE, THE CONTRACTOR MAY BURY ENDS IN 6" TRENCH USE STAPLES 0 12" O.C. SUBMIT A PROPOSAL TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION TO PROVIDE PROVIDE THE NEAREST EQUIVALENT SIZE OR VARIETY. c JUTE MESH (GREEN COLOR) INSTALL ALL TREES SHALL BE PLANTED A MINIMUM OF 10' FROM ALL PAVING 12. $ ON 3:1 SLOPES OR GREATER r � WALLS, BUILDINGS, MOWCURBS, HEADERS, TURF EDGE, ETC., UNLESS DO NOT STRETCH -- STAPLE TO OTHERWISE NOTED ON PLANS. SLOPE ® 3' O.C. BOTH WAYS OVERLAP ENDS 4" MIN- 13• ALL LANDSCAPE PLANTERS, GROUNDCOVER AND NEW SHRUB AREAS _ USE 6" LONG STAPLES 0 3'-0'' II O.C. OVER DOWN 0 ARE BE MULCHED AT THE CONCLUSION OF PLANTING OPERATION. _ SLOPE ENDS 2" DEEP LAYER IN AREAS OF GROUNDCOVER 2" DEEP LAYER IN ALL SHRUB AREAS (CONTINUOUS). IT GROUND COVERS 14. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WALK WITHIN THE SPECIFICATIONS OR CONSTRUCTION DRAWINGS OR _ _ "_.�`�� CURB .,r DETAILS ARE FOR BID PURPOSES ONLY. FINAL SOIL •'. =I I I- I -i ' �y _ �., .�....' A� III--III-I I (--) /.M .. RECOMMENDATION FROM AN APPROVED AGRICULTURAL- SOILS LAB x ::. ;'N 1=1 I I=III- � %.M ;. ..A.: I I=I I I=1 I ICI I L-�:':•;. ` ROOT - T�`-`I� WILL DETERMINE THE ULTIMATE SOIL PREPARATION AND BACKFILL - I�BARRIER I''. II I Ii I II I I .I I III_ i I Ii I II I I-III-III N� MIX. ROOT ' BARRIER--_ 15. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE TCSD INSPECTOR PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR � ';rr. =I 1-i ICI ICI I--) I II (- I I I=I I I-=I I I=I I =i SHALL NOTIFY THE. OWNER OFFICER of ANY SOIL PROBLEMS THAT i�;:� I=1 I I1=1 I I I;,III,;,I I I I I I 1=1 11=1 I ICI I I-�MI I I I I I I I I;, MIGHT AFFECT PLANT GROWTH. •;:�ti ------I I�I I � �—I I ,;,I I (,;,I I ICI ( I BACKFILL NATIVE SOIL -� i NOTE: BACKFILL ROOT BARRIER ON CURB SIDE TO BE 24" DEEP, ROOT BARRIER ON SIDEWALK SIDE TO BE -18" DEEP. 1901 Alhambra omp 2cofaht IfIf Alhambra CITY OF TEMECULA NO WMA CITY OF TEMECULA NO BCMA r BASIS OF BEARINGS ieD.L.A. : .. ",./�. JUTE. MESH INSTALLATION FOOT BARRIEF� � �{ A. � 4 Ian Davidson, Landsoape Arohi�teot �'�� THE BASIS OF BEARINGS FOR THESE CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE CT-URgj 1 --800-422--'41 33 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING ® 3744 T19NTH ISTREET, SUITS 200 CONSIDERED TO BEAR N45 30' 01" W. L RI'pERSIDElt CA 92601 - 808 6819 1483 . FAX 909 683 4362 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��pp �` Designed By Drawn By Checked By Drawing No. 4�' Dhy �' IJC� SS IJD RECOMMENDED BY: DATE: l ' _� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor USCGS BRASS DISK 0 THE or zo�al� S.E. CORNER OF THE BANK IN Plana Prepared Under Supervision Of MARK N0. 600-7--68 inspector THE SIDE OF THE WALL BECH AS NOTED �` a W� ACCEPTED BY: DATE: ®L� ���� SOUTHERN p IAN J. DAVIDSON Date 02/27/04 WI Ll M G. HUGHES .rr.. � o� `•• •y.:u: r.ur,: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER '� - �•"'��• Vertical 4,.. SWAMPED J-63-1927 s� `�. ��.:� -.r yr Y LANDSCAPING Date Completed AS NOTED �rF �a 2651 06/30/00 36617 06130 v� :: ' PLANTING • ELEVATION � 1005,85 OF CAS R.G.E. No, Expires R.C.E.No, Expires. �. PLAN Sheet 10 of F LD02-209G`R I ' ` w 1 r F � . I i r r r r i i. J(i { r I = r i G f —CONNECT INTO EXISTING IRRIGATION SYSTEM VALVE NO. B21 AS SHOWN ON THE OLD TOWNE STREET ItVfPROVEMkNT PROGRAM PLANS A ED BY ID o INC. REFER TO IRRIGATION -•.,.. ATION PLAN, SHEET .,23 IT ' r CONTRACTOR SHALL SAWCUT EXISTING DRIVEWAY AS NECESSARY FOR NEW IRRIGATION MAINLINE AND WIRES. MAIN AND WIRE SLEEVES SHALL BE BACKFILLED PER CITY STANDARD DETAIL. AND COMPACTED TO MATCH I z 1/ "r "` ;,,. EXISTING. SAWCUT SHALL THEN BE CAPPED WITH PAVING MATERIAL TO f +m MATCH THE EXISTING. ALL WORK SHALL BE IN ACCORDANCE WITH CITY I STANDARDS AND APPROVED BY THE CITY IN THE FIELD. s " M. ti • x 1 r f 1 r , w+ w r i F • +, x,w M �tCt=rtr r » w P i I{ li �.� I 1 y / ;n� ! 4" 4 f , G .r.,. ..,...,,... ,.w_..,..... .-.,,.,•,.,.,.....r..�{�. .. _... » ,_ • ;. >7 s' X 6 ( 1 /t» 1 4» " " P II w w....w,... ..., _,,,...,.M., ,.,. F ..M..._ ........-._.r.. . . ..............,,,..,.. fix, II 1 1/4" .25 % 10 2 /26\ III 1 r „a } / r r II + M ti rir •, \ ,,. _.,. .. ... { ., 7. ».., .,... ......,,. � .._....,,.,. i....., .,... ...... .. ... a'•^.s x,f ., a �'`�� ` "ems 31 N� 1/4 1 r WIRE CONDUIT -.. . w f r ,,� .• \ '� r \ ; � � I c �, � ,may r( r '� \ ;s I I i 1 1/a ! J�r NOTES: '? ` ~ , {• 'a °" `1A \�� F I b " rf' f 1. CONTRACTOR TO PROVIDE SLEEVING BELOW ALL 0 ( I `+ � PAVING FOR IRRIGATION » i r ... r��1n ` '� 1 1/2 •� r.,,. ...,.,..... 3/4 III AND PIPING. IRRIGATION \ 1 4 / WIRES " WIRE SLEEVES SHALL "INS " ,• \ ,. "•�.3 4" � l. f r - �HEAWIR�IMUM OF BUNDLE CARRIED IN . LATERAL LINE TWICE THE SIZE OF 1/4" ;` r t/'z" , „ 5LEEVING SHALL BE A MINIMUM SIZE OF 2" OR TWICE 4"�• , �?-� r:-�,.., r THE DIAMETER OF ^ 6 14 THE PIPE CARRIED, 2 CONTRACTOR SHALL ADJUST t 1/4 •`' ALL HEADS AS REQUIRED TO ACCOMODATE iF wY III '•• » 3/ ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, HYDRANTS,7 INCLUDING BUT NOT LIMITED TO LIGHT POLESt FIRE ETC. . IOVERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHROIZED REPRESENTATIVE PRIOR TO ., II *� w•. » .. it` COMMENCING WORK. w I 3. INSTALL PER CITY OF TEMECULA STANDARD IRRIGATION SPECIFICATIONS AND DETAILS TCSD . ' � R ' INSPECTIONS WILL BE REQUIRED PER THE TCSD JOB '' INSPECTION CARD. if CONTROLLER (SEE LEGEND) 1/ 1 t/4"� 4. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACUTAL MAINLINE LOCAITON TO BE A MINIMUM 1 1 20 ? OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES -- TYPICAL. 5. ALL BUBBLERS AND LATERAL LINES ARE SHOWN .90 WITHIN PAVING FOR CLARITY ONLY, ACUTAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE 15 I u ALIGNED WITH TRIES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT III IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. H POC 'A' TO-0E-'NEW- 1 1/2" WATER METER. CONTRACTOR SHALL PROVIDE {.1 f�-AND V4G1C. COORDINATION WITH RANNCHO CALIFORNIA WATER DISTRICT TO A 1 1/2" WATER METER fNV 1Y MEN -- 1W�43E IeON • BASIS OF BEARINGS ioD*L aAS.+ Ian Davidson, Landsoape Arohiteot REFER TO SHEET 1 -5FOR IRRI G�7ATION THE BASIS OF BEARINGS FOR THESELE(5END AND NOTESCALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE I F2 1 --800—422—4133 STREET PER RS 71/17 RECORDS OF GON5TRUGTION 40� I 1 RIVERSIDE COUNTY, BEING 3744 TBNTH OTRRFT, SUITn soo REFER TO SHEET 1 -5 FORIRRIOATION DETAILS 30� 20� 0 20 40 CONSIDERED TO BEAR N45 30' 01" W. 14I"V"DR39ID1;, CA,92001 w 5GALE I11=,.20I NORTH 909 883 1288 . PAX 909 683 4364 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: DSGq Designed By Drawn By Checked B SCALE ` y /Contractor roQ IJD 88 IJp RECOMMENDED BY: DATE:' !f�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. USCGS BRASS DISK 0 THE Horizontal � �► O KS S.E. CORNER OF THE BANK IN r Plans Prepared Under Supervision Of Inspector THE SIDE OF THE WALL BECH AS NOTED qna re IAN J. DAVIDSON ACCEPTED BY: 'r DATE: 1l "� /.,. MARK NO. 600--7--68 3o g Date 02/27/04 W OLD TOWN SOUTHERN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER k`"� •'r�f' STAMPED J--63-1927 Vertical ��: r;,,•,,,,, Date Completed ; � , GATEWAY LANDSCAPING AS NOTED �4 ' 2651 06/30/05 36617 06/30/ 0 f .::'. ELEVATION 1ao�.8 OF C. R.13".E. No. Expires R.C.E.No. Expires: f „, IRRIGATION FLAN Sheet 11 of 1 L D02-209C R 1 ` a Ile wa c w "r. tyi � .':YYrrFr'• "t 1 . r ..a ...,,..,,. .. :_.e...w..n"n .., ay,.y'"ram., ••"'r r L „ •�_'"•""^"~r'4 � ,,...,•A•• •. •,•r• .tires""xw.r+' r .. .,,u "' M -�, ,,,,,,j.. .r° „ W 1 ," r• • ..., It Ict if •. w r f ..,,.++••'•''".r•:a.•- x.,,,,n, =.=y,,Y'''k,.. '; ♦ � ! ;b; . `.6.�' : • ., ij1y4 f,.r' \ \ 5 °% .x..,.. t ,.•. r,. •'M......" y,,.,•,,,..w""'•^' N ,d..' ,.. t ; ;r yY 'x r , .r,'"' . `n \ \ •c': . ,,.^ ,"..w•- �"• 7•.•r^ :rf '+r+.: a . � ' .X / 25 11 k .d!'rA�•^ :.i�.l ')�1"".. .♦. ,.',� �kN' :., R,r' r,.!' r� (� \ \ \ ` ^y" NIJ Op 'r o .. .r ...... .., e�_. ^.}'" P\ ` i:??N r' r .r%ld.1f ' ti ft•Y4.y r. y' Y . \ \ \ \ r 4 / 22 22 , \ \ , N✓ i j w� 1 yr,.•...rk; ,, 1f G"N:,ytr a,:,.ryrbn,. .chm7[•.rgar.xM,wad LC•• •' .' ,..W- c �� `/ ` ,►• 'r 'I r♦Y, .•r r y R xl it 1/",c r r '.^^r' 15 01 • ' r ' 000, r Ih+ 21 �Mww.,"... 12 1 �,..,. �.. '° 6 20 14 a n qq yy �y N R mM + ;r •� { ,t7 00 '! I5 2 1/4 111 1Cl ' y ` 1-1 22./S-- 22 s,rk rr `W ti T , � BASIS OF BEARINGS I.D.L*Aa THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landsoape 4rohiteot REFER TO SHEET I --3 FOR I RRI G,7ATION LE(5END AND NOTES CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT I_ANDSCN'E �c +rcNR 1 —800--422--4133 STREET PER RS 71/17 RECORDS OF TORIVERSIDE COUNTY E BEING ,� 3744 TENTH STREET, 13UIT 200 REFER SHEET 1 -5 FOR IRRIOATION GONSTRUGTION DETAILS 40' 30' 20' lot 0 201 401 CONSIDERED TO BEAR N45 30' 01 W. RIVERSIDE, CA 92601 5GALE 1"=20' 909 683 1883 . FAX 909 683 4362 NORTH CONSTRUCTION RECORD DATE BY REVISIONS AXI) DATE BENCH MARK SCALE SEAL: SCq�, Designed Drawn Checked Desid By D By Chked By � Drawing No. t� q RECOMMENDED BY: • CITYOFDEPARTMENT OF PUBLIC WORKS IJD SS IJDCO DATE. Contractor USCGS BRASS DISK 0 THE Horizontal Pr epared re tired Under Supervision S.E. CORNER OF THE BANK IN Plansp p on Of ACCEPTED BY: � DATE: � Inspector THE SIDE OF THE WALL BECH AS NOTED � a u�� IAN J. DAVIDSON D2/27/04 I OLD TOWN SOUTHERN MARK N0. 600--7-�65 '� s � �r _._._ Date ,:•;.��, ,:�rfk. STAMPED J-�-63--�1927 Vertical � � DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �� r�tti�<f� � GATEWAY LANDSCAPING PING Date Completed AS'NOTED 2651 06/30/05 36617 06/30/ D( IRRIGATION PLAN ELEVATION 1005.85 OFC R.c,.E. No. Expires R.C.ENo, Expires: Sheet 12of mill LD02-209GR IRRIGATION NOTES FINISHED GRADE IN TURF AREAS' — PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY COVER, USE STAINLESS BOLT, NUT, AND WASHER. PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. EDGE. HEAT BRAND "PB" ONTO LID. IRRIGATION MATERIAL. LEGEND 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL 36" WIRE EXPANSION LOOP TYPICAL. EXISTING UTILITIES, STRUCTURES AND SERVICES SYMBOL BEFORE COMMENCING WORK, THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE - :0�3„ PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AN D ACTUAL FIELD CONDITIONS I � ) I_ - °° -� -- FINISHED GRADE Q T H F MANUFACT. MODEL N0. / DESCRIPTION GPM PSI RADIUS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE: IN SHRUB AREAS 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING =1 I ICI I I II I I=I � -� �- RAIN BIRD 1812--5--SAM-PRS-VPC--5-Q/T/H-POP--UP HEAD .01 0.13 0.2 30 5 FT WORK. IIIIIIII II WIRE CONNECTORS y iililliilll HALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM T • U C� RAIN BIRD 1812--8--SAM--PRS--VPC--B—Q/H/F- POP--UP HEAD .26, .52, 1.1 � 30 8 FT 4 THE CONTRACTOR S HE WORK INDICATED 24 HEREIN BEFORE BEGINNING WORK. V '7 ® IF RAIN BIRD 1812--10-SAM-PRS--VPC -10--Q/T/H/F-POP--UP HEAD .39, .53, .79, 1.58 30 10 FT 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY ° o 0 rt p S . � I� El ® RAIN BIRD 1812-12�-SAM--PRS—VPC-12--Q/T/H/F--POP -UP HEAD .65, .87, 1.31 2.6 30 12 FT AND IS TO BE INSTALLED WITHIN PLANTING AREAS. p 14 n • D •i BRICK SUPPORTS ® RAIN BIRD 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD ° " ° r •• O • °° °°•° 1812�-15-SAM-PRS-VPC-15--Q/T/H/F--POP--UP HEAD .92, 1.23, 1 .85, 3.7 30 15 FT THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. -�----- PVC ELECTRICAL SWEEP ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO IF INSTALLED IN CONDUIT. ® RAIN BIRD 1812--SAM -PRS--VPC--4—EST/SST--POP--UP HEAD 0.61, 1.21 30 4X15 FT ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD C 4X30 FT RANGES DEEMED NECESSARY BY THE OWNER. LANDSCAPE FABRIC ® RAIN BIRD 1812--12-SAM-PRS-VPC--VAN .65-2.60 12 ADJ 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS, CONTRACTOR SHALL BE 3/4" ROCK, S CUBIC FT. Z RAIN BIRD 1812--15--SAM--PRS--VPC—VAN .92--3.7 15 ADJ RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT ` AND INSTALLATION. ® [5:1 ® HUNTER PGH—ADV/36V-01/04/06 POP--UP ROTOR HEAD .60, 1.41 2.4 40 25 FT 8 ACTUAL LOCATION CA ION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER sEcrlo view -- .r.s. 7 HUNTER PGH-ADV/36V-03/05/0$ POP--UP ROTOR HEAD 1 .8, 3.7 40 30 FT IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.� Q .0, 1 NOTE: 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE ELECTRICAL SWEEPS NOT REQUIRED FOR DIRECT BURIAL INSTALLATION. 1Q 11 12 HUNTER PGH-ADV/36V-04/06/09 POP-UP ROTOR HEAD 1.4, 2.4, 4.9' 40 35 FT CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TH E SIZE REQUIRED TO OPEN ENDS OF ELECTRICAL SWEEPS T4 BE SEALED USING APPROVED EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE AEROSOL FOAM PRODUCT. 13 14 15 HUNTER PGH-ADV/36V-05/07/10 POP-UP ROTOR HEAD 1.8, 3.01 6.0 40 40 FT SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVE S TO BE AS SHOWN ON THE PLANS. ®� ,, ,aoa�xe swen coeia P.O.C. 1 1/2" DOMESTIC WATER METER SEE NOTE 10 ALL QUICK COUPLER VAL VES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL o r ,G CITY OF TEMECULA NO®CAW ® QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK FEBCO 825Y--1 1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY WITH A 1 1/2" BRONZE WYE STRAINER & POLAR BARRIER' INSULATED COVER COUPLER VALVES WITHIN 18" OF HARDSCAPE. . ..:::..::...:., PULL BOX I--29 11 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS WI INS 500HLR BRASS PRESSURE REDUCING VALVE INSTALLED AS PART BACKFLOW ASSEMBLY, SET PER PRESSURE CALCULATIONS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS a " INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF NOT SHOWN STRONGBOX SBBC-45AL ALUMINIUM BACKFLOW PREVENTION ASSEMBLY ENCLOSURE, PROVIDE WITH PADLOCK AND KEY PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. GRISWOLD 2000--E 1 1/2" "EPDXY FUSED" CAST IRON, NORMALLY CLOSED, MASTER CONTROL VALVE 12 CONTROLLER, WATER METER & BACKFLOW ARE TO BE LOCATED IN CLOSE PRO XIMITY TO EACH OTHER. ® DATA INDUST. IR--220P 1 1/4" BRASS FLOW SENSOR (AS PART OF CONTROLLER ASSEMBLY), INSTALL AND WIRE TO 13 CONTROLLER TO BE LOCATED A MINIMUM OF 100' FROM INTERSECTIONS TO AVOID TRAFFIC SIGHT PROBLEMS. CONTROLLER AS PER THE MANUFACTURER'S RECOMMENDATIONS 14 THE CONTRACTOR SHALL CONTACT UNITED GREENTECH AT (800) 427--0779 AND OBTAIN A REVIEW INSPECTION NIBCO T--580-70 BRONZE AND STAINLESS STEEL BALL VALVE, LINE SIZE PER MAINLINE OF THE CONTROLLER/SATELLITE, MASTER VALVE, FLOW METER INSTALLATIONS AND OBTAIN A LETTER FROM UNITED GREENTECH INDICATING THAT THE INSTALLATIONS ARE AS RECOMMENDED AND APPROVED BY UNITED GREENTECH. C� RAIN BIRD 44LRC QUICK COUPLER VALVE, INSTALL INSIDE A 10" ROUND VALVE BOX 15 CONTRACTOR SHALL INSTALL CHECK VALVES AS REQUIRED TO ELIMINATE POST VALVE SHUT--OFF DRAINAGE, RAIN BIRD EFB---CP SERIES BRASS PRESSURE REDUCING REMOTE CONTROL VALVE, SIZE AS SHOWN 16 AEROSOL FOAM SHALL BE INSTALLED IN ALL SLEEVE ENDS TO FILL VOIDS AFTER THE' INSTALLATION OF PIPE AND WIRES. PROVIDE A CHAMPION 200 SERIES ANGLE VALVE (SIZE SAME AS RCV SIZE) ON UPSTREAM SIDE OF RCV r ® UNITED GREEN SA6—RB4--32/FS--125/SRSE/LPP 32 STATION SITE SATELITE/INTEGRAL CCU/CONTROLLER ASSEMBLY WITH TECH STAINLESS STEEL ENCLOSURE, RAIN SENSOR, AND PRIMARY LINE PROTECTION. CONTRACTOR SHALL PROVIDE RADIO LINK KIT TO BE COMPATIBLE WITH CITY'S EXISTING RADIOS. VERIFY LOCATION IN THE FIELD. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONNECTIONS INCLUDING PHONE LINE, ETC., AS REQUIRED BY CITY OF TEMECULA. ® ELECTRIC 120 VOLT, 60 HZ, 2 VA ELECTRICAL POWER FOR CONTROLLER, VERIFY LOCATION IN FIELD ® STUB OUT STUB OUT FOR FUTURE EXPANSIONWAIER A TER NUMBER METER SIZE 1-1/2 13p5 1000 IELEVATIUN-MEFEEREW1 305 132 AS APPROVED PVC PIPE 1 1/2" -- 2" SCH. 40 AS LATERAL LINES INSTALLED 18" BELOW FINISHED GRADE REMOIE U YLYEJ 34 1 18 BIA DEMAND ( ig AS APPROVED PVC PIPE 1 1/2" SCH 40 AS MAINLINES LINES INSTALLED 24" BELOW FINISHED GRADE lizarSERVICE LINE .75 r . 5 —Psi -- r 11.0 S AS APPROVED PVC PIPE SCH. 40 AS SLEEVING INSTALLED UNDER ALL PAVING, SIZE SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED, SLEEVE ENDS SHALL EXTEND MINIMUM 12" INTO PLANTER - 3.2 P5 11/a!-- N 5 .4 P • • -�~ • ~ - AS APPROVED 2" SCHEDULE 40 WIRE CONDUIT r 2,2 X - r , 56 TY 1; PE a PSI NOT SHOWN AS APPROVED CONCRETE THRUST BLOCKS AT ALL MAINLINE DIRECTIONAL CHANGES 2,7 P 3.2 . .24 NOT SHOWN AS APPROVED WATER PROOF WIRE CONNECTION WITH COPPER CRIMP, TWO PIECE CAPSULE AND PASTE SEALANT, FOR ALL SPLICES 1p 2 27.8 AS APPROVED IRRIGATION CONTROL P NOT SHOWN ±40 PSI WIRE, #14UF AWG DIRECT BURIAL, U.L. APPROVED, COLOR CODE WIRE PER CONTROLLER 67.8 EST 132 P I NOT SHOWN CHRISTY'S VALVE I.D. TAGS, ONE PER R.C.V. TYP. (YELLOW BACKROUND WITH BLACK LETTERING) 5 64.2 PSI - + w VALVE NUMBER 35 1 1 35 —G.P.M. 40 1.5" 1.5" 40 QTY. OF EMITTERS (IN DRIP ZONES ONLY) VALVE SIZE BASIS OF BEARINGS INSTALL PER CITY OF TEMECULA STANDARD i*D*L*Ao IRRIGATION SPECIFICATIONS AND DETAILS ( TCSD),- CALLIan D THE BASIS OF BEARINGS FOR THESE aviclson, Landeoape Arvh�t�®vtINSPECTIONS TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE A CHIT CT Rf* WILL BE REQUIRED PER THE TCSD 1 —800--422-�-4133 STREET PER IRS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING L ,� 37�44 TENTH STREET, SUITE 200 JOB INSPECTION CARD, CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDEt CA 92501 e09 088 1483 . FAX 809 683 4068 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed B SCALE g y Drawn By Checked By Contractor ° q I RECOMMENDED a w ► JD SS IJD MMENDED BY: DATE: ll�l��� CITYDrawing No, USCGS BRASS DISK 0 THE Horizontal � y Or TEMECULA, DEPARTMENT OF PUBLIC WORKS Plans Pre S.E. CORNER OF THE BANK IN � pared Under Supervision Of Inspector THE SIDE OF THE WALL 'BECH AS NOTED gna e `� ACCEPTED BY: MARK NO. 600-�-7-68 � � � �. � IAN J. DAVIDSON Date 02/27/04 DATE. OLD „ .OWN souTHERN STAMPED J-6 DIRECTOR OF PUBLIC WORKS/CITY Date Completed �-- 92 Vertical �j, xp. KS/CITY ENGINEER GATEWAY LANDSCAPING /! ELEVATION -- 1005.85 .AS NOTED �T� OF CP►��p R.C.E. No. 2651 E 06/30/05 3fifi17 pg �,� ;;:���;:;:: Expires R.C.E.No. Expires: /30104-ems IRRIGATION LEGEND & NOTES Sheet 13 of MINE Im LD02 209CR • Irri ation Schedule - Gateway • old Town Southern -.Temecula This schedule is a guideline only and in no way releives the responsl0le contractor from proper scheduling to maintain plant health, Station # Controller Total Sprinkler Plant Type Precip Water Peak w. Valve Flow Type Rate Days Monthly ET Month (gpm) (in/hr) per Week Daily Run Monthly ET of Highest Time min Month ET 1 A 8 Rainbird 1812 Shrub 1.6 6 8 January1 8 3 25,789 Water Budget Calcul (jt #ions2 A 17 Rain Bird 1812 Shrub 1.6 6 February 2,93 34.59 fo r 3 A 15 Rain Bird 1812 Shrub 1.6 6 • 8 March 3.66 48.42% old Town Southern GatewayLandSca � n � 4 A g Rain Bird 1812 Shrub 1,6 6 8 April 4.88 58,49� C *tyTemecula of " " 5 A 20 Rain Bird 1812 Shrub 1.6 6 8 May 5.61 72.329 Site Data -Hydrozone Areas Spray Head Efficiency 0.7 7.08 6 A 14 Rain Bird 1812 Shrub 1.6 6 8 June 87.42% Rotor Head Efficiency 0.85 Turf Sprays 0 Bubbler Efficiency 0.85 7 A 10 Rain Bird 1812 Shrub 1.6 Turf Rotors 0 Drip Efficiency 0,9 6 8 July 7.57 100.00% Shrub Sprays 14443 Application Efficiency 0.85 Shrub Rotors 16868 Reference ET 55.4 8 15 Rain Bird t812 Shrub Bubblers 0 Maximum Allowable ET 0.8 A Shrub 1.6 6 e August 6.96 93.71% Shrub Drip Areas 0 Conversion Factor 1200 Shrub Plant Factor 0.5 Total Area 31311 Turf Plant Factor 0.6 9 A 15 Rain Bird 1812 Shrub 1 6 6 8 September 5 74 74.82% 10 A 15 Rain Bird 1812 Shrub 1 6 6 g October 3,91 53.45% Process Turf. Spray Turf Rotor Shrub Shrub Shrub Shrub Drip Hydrozone Step Areas Areas Spray Rotor Bubbler Areas Description Number Areas Areas Areas Evapotranspiration 11 A 17 Rain Bird 1812 Shrub 1.6 6 8 November 2.69' 33.33% rate: #1 0,Q0 O 40,pO 55.40 55. 0,00 0,0 (in/yr.) (Table #1 0 12 A 14 Rain Bird 1812 Shrub 116 6 8 December 1.95 25.78% Area of Hydrozone (sq,ft.) #2 0 0 14443 16868 0 0 13 A 16 Rain Bird 1812 Shrub 1.6 6 8 Yearly 54.80 Plant Coefficient 14 A 8 Hunter PGH Shrub 0.4 6 30 Table #2) #3 0.60 0.60 0.50 0.50 0.35 0.35 15 A 20 Rain Bird 1812 Shrub 1,6 6 Irrigation system distribution 8 Efficiency (Table #3) #4 0.70 0.85 0,70 0.85 0.85 0.90 Proposed Irrigation Operation 16 A 19 Hunter PGH Shrub 0.4 6 30 Efficiency ( Table#4) #5 0.85 0•85 0.85 0.85 0.85 0.85 Annual ET 54.80 Highest Month ET 7.57 17 A 23 Rain Bird 1812 Shrub 116 6 g Days in Month 31.00 Yearly Plant Water Demand � Plant Factor (Shrub) 0.60 f in.per yr. #6 0 0 28 28 0 0 System Efficlency 0.85 Rotor Efficiency 0.85 Step#1 x Step #3) A Spray Efficiency 0.65 18 22 Hunter PGH nt Shrub y Total Area Water Demand 0.4 6 30 (0.083x Item#6x Item#2 #7 0 0 33565 39201 0 0 Result in (cu. Ft.) Irrigation Efficiency 19 A 23 Rain Bird 1812 Shrub 1.6 6 8 (Step#4x Step#5) #8 0.595 0.723 0.595 0.723 0.723 0.765 20 A 13 Rain Bird 1812 Shrub 1.6 6 8 ` Hydrozone Water Demand (cu,Ft.) (Item#7/ ltem#,8) #9 0 0 564.11 54220 0 0 21 A 8 Rain Bird 1812 Shrub 1.6 6 8 115179 Allowable Project Water Demand 22 A 22 Rain Bird 1812 Shrub 1.6 6 8 23 A 6 Rain Bird 1812 Shrub 1.6 6 8 110631 Total of All Areas Water Demands 24 A 15 Hunter PGH Shrub 0.4 6 30 25 A 17 Hunter PGH Shrub 0.4 6 30 u 26 A 13 Hunter PGH Shrub 0.4 6 30 27 A 8.2 Hunter PGH Shrub 0.4 6 30 28 A 12 Hunter PGH Shrub 0.4 6 30 29 A 10 Rain Bird 1812 Shrub 1.6 6 8 Igo I BASIS OF BEARINGS r 30 A 18 Rain Bird 1812 Shrub 1.6 6 8 © isDoL.A.. CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE D Ian Davidson, Landsoape Arohiteot Maximum 23 LANS IS THE CENTERLINE OF FRONT LANDSCAPEc ir�aT � Flow minuinu tes: 416 1 -800--422--4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY BEING 3744 TENTH STREET, SUITE 200 Total CONSIDERED TO BEAR N45 30' 01" W. RIVEIR$IDE, Off, 92501 hours: 6.93 900 683 1983 . VAX 909 683 43e2 CONSTRUCTION RECORD DATE BY REVISIONS ACG'D DATE BENCH MARK SCALE SEAL„ �� Designed By Drawn By Checked Bsuit 11101 Contractor Q�,v�aso �q y U IJD SS RECOMMENDED BY: �IG�D y IJD DATE: `� CITY OF TEMECULA Drawing No. SCGS BRASS DISK � THE DEPARTMENT OF PUBLIC WORKS orizontal �, S.E. CORNER OF THE BANK IN Plans Prepared Under Supervislon Of Inspector_ ......,.,.,_..,. .._._... THE SIDE OF THE WALL BECH AS NOTED 4n ur ACCEPTED BY: -�- DATE: MARK NO. 600�-7--68 �r 3 05 IAN J. DAVIDSON Date 02/27/04 I -� C�L�i TC��VIH SOUTHERN Zor, to ......- STAMPED J-63-1927 Vertical RKS/CITY ENGINEER '� Date Completed DIRECTOR OF PUBLIC WO :�f��� ,.�"�.'>'�" NOTED ELEVATION -- 1005.85 AS T� OF CR� R.r�,E. No. 2661 E 06/30/05 36617 Expires GATEWAY LANDSCAPING R.C.E.No. Expires: 06/30�-0� ri�,... IRRIGATION SCHEDULE & CALCS Sheet 14 of 15 LD02-209GR ---- FINISHED GRADE IN TURF AREAS -- FINISHED GRADE IN TURF AREAS °• + d., .;° �� q s e PAVING ' ' STAINLESS STEEL ENCLOSURE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN ICI I I=I COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. SAND BACKFILL COMPACTED HEAT BRAND QCV ONTO LID. MAXIMUM - --- THE DENSITY OF FINISH GRADE SEE LEGEND FOR SPECIFICATION BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE LOW VOLTAGE WIRES, 3 M =) I (=I I- — TO C — EXISTING 501E _ RAIN SHUT DEVICE, REFER TO EDGE. HEAT BRAND "RCV" ONTO LID. X _ S 91 OU KEY WITH MALL: HOE B 0 QU ICK COUPLER H CONNECTOR SPECIFICATION OUTER CASE OF CONNE OR S , - ''� •'• L LINES _ LEGEND F LATERAL:aA . .�.'.•'.�� B F LL_ I ICI I i= COMPACTED RACK I LEAN CO C CONTROL VALVE — LINE SIZED MANUAL ANGLE -III=1 _ _ 40 SLEEVE — • AS S OWN. IN SCH CONNECTION H =1 1— �___ -�f�.—�—=I1I•I( IiII---C1I1I--IiII--II=-=II1I--IIII-IIII—_�I11I (1II11�=—III III •:'�•:''.i'•:I�':(:—'�'::'•�:•I•'•••:I•�I••C'�• I I (_�__I I I_11.—_=_=II II IIC_111 III III=__—I I (I-�1I1 ;- . _ ==I I � _- �—I ' _—�-=-=-. — I I REMOTE_ CIIO= NT_ROL VALVE, SEE LE GEND FOR SPE CS. C NT B IRRIGATION CONTROLLER 3"ROL WIRES IN SCH 40 SLEEVE LATERAL LINES, SPECS. GFCI TYPE SWITCH WITH p ON-OFF SWITCH FOR CONTROLLER — FINISHED GRADE =_—a— I =C — — I1 --- = �--•- 1III II=_=1I =11 Ii�s FINISHED GR ADE UNDISTURBED SOIL IN SHRUB AREAS I I I I I - I. UNDISTURBED IN SHRUB AREAS 4„ MIN.PRE5SURE MAINLINE TERMINAL STRIP AND 4r, MI WIRE CON croR5 IN SCH 40 SLEEVE PRESSURE MAINLINE SEE I� I nCONTR L WIRES SPECIFICATIONS 1 , PVC ELECTRICAL FOR FLOW SENSOR WIRES SLEEVES TO BE 1I►-- VALVE ID TAGS TWICE THE DIAMETER QUICK COUPE R V ALVECONTROL WIRES, SEE SPECS. EPDXY SEALANT OF THE PIPE OR WIRE PVC SCH 40 FEMALE SEE LEGEND OR SPEC. BUNDLE CARRIED. I II I I _ I I=) CONCRETE PAD AS PER CONTROLLER ADAPTER DIMENSION A B C D ENCLOSURE MANUFACTURER'S SPECS. 2' MIN. STAINLESS STEEL CLAMP DETAIL. ALSO FOR PIPE BRASS UNION 1 2" TO 4" IN SIZE 36" 36" 24" 4" INSTALLED IN ROCK SOIL. ° O • .t/ p o • / « ;: FINISH GRADE P ( ° °o STRIP AND TWIST WIRES FOR PROPER ° r p ° 8. o --- BRICK SUPPORTS SECTION VIEW - N.T.S� ION A B C �, II •'' (I� I 3" PVC ELECTRICAL SWEEP FOR o p�� ° •�' PVC LATERAL LINE CONNECTION DIMENSION LOW VOLTAGE CONTROL WIRES ►o o �tJZf'ro•°oP , 1 2" TO 3" IN SIZE 24" 18" 4" 1" PVC ELECTRICAL SWEEP FOR BRICK SUPPORTS PRE--A SEMBLED SWING CRIMP COPPER SLEEVE INSTALLED / �+ PVC MAINLINE' PIPE JOINTMI PT ONE PIECE WITH RECOMMENDED TOOL I=I I:.,: •:,.,..•:: 110 VOLT POWER WIRES . ►, „ „ 4„ PER SPECS. BRASS I 4 TO 6 IN SIZE 24 3/4" X 96" COPPER GROUND ROD BRASS NIPPLE TYP. CONNECTOR INSERT ,,,,; I CONNECT AS PER MANUFACTURER LANDSCAPE FABRIC MAINLINE, SEE SPECS. TIE A 24" LOOP IN ALL WIRING AT s Cr o N YIEW _ .T.S. 3/4" ROCK, 3 CUBIC FT 4 x 36" REBAR STAKES, CHANGES OF DIRECTION GREATER THAN 30 DEGREES UNTIE AFTER ALL CONECTIONS SCH 80 PVC NIPPLE REQUIRED HAVE BEEN MADE. LENGTH AS REQUIRED LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. • PLAN VIE — N.T.S. -- NOTE: NOTE: SEC 10N VIEW — N. .S BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN 'TRENCH. NOTE: NOTE: INSTALLATION SPECIFICATIONS. ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DIAMETER OF ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS UNLESS OTHERWISE NOTED. QUICK COUPLER KEY MUST CLEAR VALVE BOX. NOTE: THE PIPE OR WIRE BUNDLE WITHIN. FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. INSTALLATION SPECIFICATIONS. ALL CU(�RBS�S/H�LL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE (0 OD rf ht 1990 Loncv Swden Caneultln L CATION, TYP P CAS• Co ht I'll Larres Swddn Coneultln Qp Copyright 1998 Lance Swden ConvulUn Cn d ht 1996 Lonce 5wden Coneultin (ID Co yl t I999 Lance 5wnensy CdneuWn L�Ca t ht 199 nnnv Swnenny oneu n NO� CITY OF TEMECULA NO� CITY OF TEMECULA NO� CI TY OF TEMECULA NO CITY OF TEMECULA NO� CITY OF TEMECULA NO� CITY OF TEMECULA F.J. .JEvii• ... 4v,fir:- M"J:%!'Are, c+/ ,,• .�.,, a T' � :.� .:,. IRRIGATION CONTROLLER I-2�1 .�,��• �., s. .� PIPE AND WIRE I-2� �' �•� i�� '``�'� DEMOTE CONTROL I�-1� �' OUICK COUPLER I--�� WIRE CONNECTOR I-2� SLEEVE TRENCHING I--23 :..,...,,: . , • . ( ..,.,:, =....,.: f p8�,:: ENCLOSURE VALVE .:;i '::.• VALVE H�G � P i FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE BACKFLOW ENCLOSURE SEE LEGEND FINISHED GRADE IN TURF AREAS FOR SPECIFICATIONS INSTALL CONC. PAD 4" THICK FINISHEDSGRADE SPRINKLER TURF AREAS WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN % COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT, ---- PLASTIC USE STAINLESS RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE AND WASHER R/P DEVICE SEE LEGEND BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, BE STAINLESS BOLT, NUT, AND WASHER. „ „ „ BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE FOR SPECIFICATION BACKFLOW DEVICE, SEE LEGEND EDGE. HEAT BRAND BY ONTO LID. EDGE. HEAT BRAND FS ONTO LID. FOR TYPE EDGE. HEAT BRAND MY ONTO LID. BRASS BALL VALVE TYP. POP-UP SPRINKLER HEAD, SPRAY OR ROTOR -�-- -�•--• CONC. PAD 4" THICK PROVIDE SEE LEGEND FOR SPECIFICATION BALL VALVE, SEE LEGEND FOR SPECIFICATION FLOW SENSOR, SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. BRASS NIPPLES MIN. 4" TYP. ADDITIONAL DEPTH 2 REQUIRED FOR ENCLOSURE FOOTING PER BRASS ELL, 4 REQUIRED MANUFACTURER S SPECIF16ATIONS 3" a 3„ -�' ' �--� FINISHED GRADE ".. ---- FINISHED GRADE (I I-=-III " "� FINISHED GRADE BACKFLOW ENCLOSURE PER LEGEND FINISH GRADE _—_ /2" " El I I=I I I= -=III=III= — — IN SHRUB AREAS — -- IN SHRUB AREAS �' IN SHRUB AREAS — .=) III-=I I I-�I - _ =I�I--•I�I•-=-I INSTALL SPRINKLER HEAD 1/2 :I I ICI I I=1 - I I�I I I ' MIN. _ S 4" MIN. -H'------- WIRE CONNECTORS PRESSURE REGULATOR IF SPECIFIED — WIRE CONNECTOR I " � �I I �)I ABOVE FINISHED GRADE IN SHRUB l I 1=III 4 MIN. ICI I I--I I —1 I I�� �I I i-1 I I' -_ r — _ _ _ _ _ _ _ Miy ) II BRA55 UNION, 2 REQUIRED '' `" �r I I =)II I (=I I AND GROUND COVERS AREAS III=III= III=I I Imo- III—)I I III - III-1 I(— WIRE CONDUIT (I I---i I I II� _ _��� _ — =1 I I SIZE AS NEEDED =III=1 I 12" MIN. BRASS RISERS LENGTH AS REQ. 1TL I I��I r -(�J-= r I I� Z,4" I I—I I I-==I I= IIII' IITTF iTl7� ITTTILI —I I—�I-- �----__- 1- TI=Ti 1= I I-1 I VALVE ID TAGS =1 I(=1(1=1 I --� — --� j PIPING AS PER BACKFLOW DETAIL _ _ _ _ _ UNDISTURBED SOIL PVC SCH 40 FEMALE �' '� „ ._ _ 4 � - „ —III—III— I I—I I---.-I I - B PRESSURE SUPPLY LINE FLOW ADAPTER, 2 REQUIRED MII{ 11NM' -i r T--III I--I_TI. r TII TIr2a • .� -1 i I I i I�i I DEPTH AS PER SPECS. -III -1T{ TII--111- --Ili PLASTIC 'RECTANGULAR VALVE BOX " MIN* At Mi PVC MAINLINE TO FLOW 'T '�' `�-" "� WITHOUT LID, SET TOP FLUSH PRE-ASSEMBLED TRIPLE SWING JOINT, 2" MIN 5 O ° � � p o PVC MALE ADAPTER r ; o a r • o° 0 SENSOR, PIPE PER PECS. PVC MAINLINE TO MASTER VALVE _� WITH CONCRETE SURFACE PVC TYPE WITH 0�-RINGED JOINTS, "Q a « o�° , o ca, p SCH 80 PVC FEMALE ADAPTER rN+ „ r • t. LAY LENGTH P6 OMIN MUM ° � � 90 ° •b' 8 � I-- BRICK SUPPORTS " BRICK SUPPORTS SIZE AS PER SPRINKLER OUTLET � � BRICK SUPPORTS o SCH 80 PVC NIPPLE fi MIN. oo 4'i CX�. . o'b ' ' r43 � � (� o�►- °r PVC MAINLINE PIPE . o.c� Clc + (1`' . ro d PER SPECISIFICATION BRASS UNION PLASTIC RECTANGULAR VALVE BOX LANDSCAPE FABRIC SCH 40 BRASS UNION BRASS NIPPLE TYP. WITHOUT LID, SET TOP FLUSH LATERAL xVSPRINKLERE NLETISIZE BRASS NIPPLE BRICK SUPPORTS WITH CONCRETE SURFACE " �� LANDSCAPE FABRIC LANDSCAPE FABRIC BRICK SUPPORTS 3/4 ROCK, FILL TO 1 OF TOP 3/4" ROCK, 3 CUBIC FT. PVC MAINLINE 3/4" ROCK, 3 CUBIC FT. LANDSCAPE FABRIC LANDSCAPE FABRIC s T 0 VIEW •- 3/4" ROCK, 3 CUBIC _FT, PVC MAINLINE PIPE FROM " " �•EC71DN VIEW-- N,�.sr BACKFLOW PER SPECS. 3/4 ROCK, FILL TO 1 OF TOP PLASTIC RECTANGULAR VALVE BOX SET FLUSH WITH CONC. SURFACE PVC MAINLINE PIPE TO PVC MAINLINE e PRESSURE SUPPLY LINE MASTER VALVE PER SEC N VIEW �- N.T.S. CONC. PAD 4" THICK PROVIDE LATERAL LINE SEE SPECIFICATIONS SPECS AND PLAN W _ N T•5• ,. • .• `• • , •, ADDITIONAL DEPTH Ada REQUIRED FOR TYPE ANb DEPTH REQUIRED . VALVE BOX SEC 10 FOR ENCLOSURE FOOTING, PER BALL VALVE SECTIQN VIEW N.T,S... "', MANUF. SPECS. w NOTE: PLAN--VIEW -- Nj.S NOTE: NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. NpTE; NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE �� BACKFLOW, DEVICE, 5EE LEGEND " PROPER OPERATION OF BALL VALVE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO INSTALL'CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS HORIZONTAL. PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. FOR TYPE INSTALL SPRINKLER HEADS 4 FROM PAVING EDGE IN TURF AREAS. BOX TO BE INSTALLED AS TO ALLOW FOR PR OTHERWISE NOTED INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER IRRIGATION CONTROLLER. UNLESS . BACKFLOW ENCLOSURE; SEE LEGEND INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN--STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP--STREAM SIDE OF FOR TYPE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL VALVE. BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. LAN VIEW T. USE TEFLON TAPE ON ALL THREADED FITTINGS. INSTALLATION AT MAIN LINE DEPTH. Copyright 199s Lance Swede Conaul9n ®Co d ht 1996 Lance Swoene Corwultln �Co rl hk 19911 Larros Sweane Coneultln ®Cn yrl hl I996 Loncv Swedne Cvneultfn c;a Copyright 1998 Lame Sweert Cdr>sullfn 0 o r ncd weer» oneu n 1111 .... � CITY OF TEMECULA NO� CITY OF TEME�`ULA No GON4 CITY OF TEMECULA �� CITY OF TEMECULA NO� G CITY OF TEMECULA No 6C,42 CITY OF TEMECULA �� BALL VALVE I -16 `• FLOW SENSOR I-15 A MASTER CONTROL I- 14 � BACKFLOW PREVENTER 1 -11 ..:.,, � BACKFLOW ENCLOSURE 1 -10 ::•. POP-UP SPRINKLER I-2 f' �::{98ti';;,.r:• VALVE ff '•':{9�IA:• r r�'•16��.'" (12") , •nsMa � (C-) ELECTRICAL PEDESTAL 6" 12" 6►' A A 4 ° 4 4 a: C E CONTROL a i Q 4 4" THICK CONCRETE a A° PAD. MEDIUM BROOM FINISH - SAN DIEGO 4'. 4 a 4 BUFF COLOR 4 . ' d a ; . x BASF OF BEARINGS 0 io"oLeAs CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE Tan Davidson, Landscape Architect -__._._CURB PLANS IS THE CENTERLINE OF FRONT LANDSCAPE ARCHITECT R SIDEWALK 1 —$0O—422~~4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING /► 3744 TENTH I�TR�iET, SUITE 200 CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDEo CA 92501 808 683 1283 . FAX 809 083 4 352 1 "�7 IRRIGATION CONTROLLER PAD N ACC'D DATE BENCH MARK SEAL: SGq Designed By Drawn By Checked By Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS SCALE � � �pp v1as04y q RECOMMENDED BY: � DATE: ������ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �► �n IJD SS IJD Contractor USCGS BRASS DISK @ THE Horizontal' y+ S.E. CORNER OF THE BANK IN r� Plans Prepared Under Supervision Of NOTED ACCEPTED BY. DATE:' _�� v :• OLD TOWN SOUTHERN THE SIDE OF THE WALL BECH AS O an rd IAN J. DAVIDSON 02/27/04 Inspector MARK NO. 600�-7 � a os � ---- Date DIRECTOR OF PUBLIC WORKS/CITY ENGINEER GATEWAY LANDSCAPING Vertical x ,,fr':'_r: STAMPED J---63-�1927 � �:Ar„� ,� •.:fir.', Date Completed '� 3fi617 oe/3o/ - err', IRRIGATION DETAILS Sheet of 7ri 2651i�a�:': ELEVATION — 1005.85 AS NOTED T� 4F CP��� R.1;,E. No. Expires 06/30/05 R.C.E.E No. Expires: �� �J ' LD02-209GR IN TIE CITY (OE TEMECULA, STATE OE CALIFORNIA T L S1 U CTI LANDSCAPE r r ARCHITE. 0 FOR rD r7) GENERAL NOTES, A NO-FEE GON5TRUGTION PERMIT 15 REGUIRED FOR ALL GGNTRAGTORS PERFORMING ANY OF THE NORK SHORN ON PROJECT NO, PW 02 20 THESE PUNS. THE PERMIT GAN BE OBTAINED AT THE GITY OF TEMEGULA PUBL IG HORK5 DEPARTMENT, 43200 BUSINESS PARK DRIVE, TEMECULA, GALIFORNIA. A PERMIT WILL BE ISSUED ONLY TO THE GONTRAGTOR WHO 15 TO PERFORM THE HORK. THE GONT RAG TORSHALL GIVE NOT I GE TO THE GITY OF TEMEGULA PURL I G HORRS I NSPEGTOR AT LEAST 48 HOURS PRIOR TO GOMMENGING HORK. ANY WORK. DONE WITHOUT PROPER INSPEG-TION HILL BE SUE JEGT TO REJECTION. PHONE: (ciOcf) 6q4-6411 THE GONTRAGTOR SHALL BE RESPONSIBLE FOR THE LOGATION AND PROTECTION OF ALL UTILITIES. FOR LOGATION OF UNDERGROUND UTILITIES, OR FOR EMERCENGY A5515TANGE CALL* SOUTHERN CAL I FOR.N I A ED 1SON GO. (gOcf) q28-8272 SOUTHERN GALIFORNIA GAS GO. (10q) 335-7734 �G GENERAL TELEPHONE qag q2q-q48� �) H E E T INDEX SHEET ( ) RANCHO GALIFORNIA HATER. 015TRIGT (cfOq) 2q6-6gOO ADELPHIA (GABLE Tv) (GfOci) -766--42-10 TITLE SHEET T-- I 1 Of 15 . EASTERN MUNIGIPAL HATER 015TRIG-T (c[Oq) q28-3777 r GRAD I NC PLAN - I 2 0 f 15 UNDERGROUND 5ERV I GE ALERT 1--8 Do--422--4133 ALL HaRK SHALL BE DONE IN AGCaf2DANGE HfTH THESE PUNS, THE STANDARD SPECIFICATIONS FOR PUBLIC HoRKS C-DNSTRUGTI DN PLAN G- I 5 Of 15 ITEMS OF WO RK DONS-TRUCTION STATE OF GALIFORNIA DEPARTM�N F N r T o TRA SPORTATION STANDARD PLANS, THE GITY OF TEMEGULA GDNSTRUGTION PLAN G_2 4 of 15 STANDARD DRAWINGS, AND THE PROJECT SPECIFIGATIONS. C-DNSTRUCTIDN DETAILS C--3 5 of 15 Na.ITEM DESCRIPTION UNIT ESTIMATEDT / GUAN I TI ES THE CONTRACTOR SHALL SUBMIT A HRITTEN SGHEDULE OF HORK TO THE ENGINEER AT THE PREGONSTRUGTION MEETING. LEGT R I GAL PLANS E - 1 6 of 15 l ELEGTRIGAL. PLANS E 2 -1 of 15 I. MGBILIZATION/ E�E L5 THE GON-TRAGTOR SHALL NOTIFY THE ENGINEER OF ANY INCON515TENGIES BETHEEN THESE PLANS AND FIELD , 2. GONSTRUGTION SURVEYING LS GONDITION5 PRIOR TO F L._ANTI NC PLAN F'- 1 8 Of 15 r., CANS_rR%jC_r10f4. PLANTING PLAN _ 3. GLEARINO AND ORUBf31NG LS THE ENGINEER SHALL BE NOTIFIED OF GHANCES OR ADDITIONS TO BE MADE PRIOR TO INSTALLATION. NO DEVIATION � � � 0f 1� FROM THESE PLANS IS PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER. PLANTING DETAILS P-3 10 Of 15 4. TYPE A-6 CURB � GUTTER LF 68 THE GONTRAGTOR A OREE5 THAT HE/SHE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I ��RI GATI DN PLAN I � 1 I I of 1� 5. TYPE D-6 GUf`B LF +�"- Z�'' GOND I YI ONS DURING THE COURSE OF GON5TRUGTI ON OF TH 15 PROJECT, INCLUDING SAFETY OF ALL PERSONS 11:�R 1 G AT I DN PLAN 1 -2 12 O f 15 (9. 5TABI L I ZED D.O. WALK YD3 178 AND PROPERTY. TH 1 S REGU I REMENT SHALL APPLY CONT 1 NUOU5LY AND NOT BE LIMITED TO NORMAL HORK I NG HOURS, THE GONTRAGTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE GITY AND ENGINEER HARMLESS FROM IRRIGATION LEGEND 1 -5 13 0f 15 7. MOW GUR3 HEADER LF 8gl ANY AND ALL LIABILITY , REAL OR ALLEGED, IN GONNEGT I ON WITH THE PERFORMANGE OF HORK ON TH 15 PROJECT, 8. "r='UBL I G BARK I NC=G" S l GN EA EXGEP TING FOR LIABILITY ARISING FROM THE SOLE NECLIGENGE OF THE GITY OR THE ENGINEER. I RRI G ATI DN GALGS / 5GHEDUI._E 14 14 of 15 IMPORTANT NOTIGE: SECTION 4216/4217 OF THE GOVERNMENT GORE REQUIRES THAT A DIG ALERT IDENTIFICATION IRRIGATION DETAILS 1 --5 15 of 15 Ci. 2-RAIL HOOD FENCE LF r_q 1;4 550 NUMBER BE ISSUED BEFORE A "PERMIT TO EXGAVATE" HILL BE VALID. FOR YOUR 016 ALERT I.D. NUMBER, GALL 10. OLD TOWN LIGHT FIXTURE EA g UNDERGROUND 5ERV I GE ALERT AT I µ-BOO-422-4133. 11. GONGRETE BOLLARD (L I OHTED) EA 4e- 13 THE EX15TENGE AND LOGATION OF ALL UNDERGROUND STRUCTURES A5 5HOHN ON THESE PLANS HERE OBTAINED BY 12. GONGRETE BOLLARD (NON-LIGHTED) EA 3 A SEARCH OF THE AVAILABLE REGORD5. TO THE BEST OF OUR KNOHLEDGE, THERE ARE NO EX 15TI NC FACILITIES, EXCEPT AS SHORN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL SUB- NOTE : 13. BENCHES EA 2 5TRUCTURE5 HHETHER OR NOT SHOWN ON THESE PLANS, THE GONTRACTOR SHALL MADE EXPLORATORY EXGAVATION5 AND LOCATE EXISTING UNDERGROUND FAGILITIE5 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 14• OVERHEAD TRELLIS EA THESE PLANS HHEN NECESSARY. THE EXPENSE OF REPAIR Off REPLACEMENT OF SAID 5UB5TRUGTURE5 SHALL BE A. INSTALL LANDSCAPE PER GITY OF TEMEGULA STANDARD BORNE BY THE CONTRACTOR. LANDSGAPE SPEGIFIGATIONS AND DETAILS (TGSD). 1 OVERLOOK HALL LF 4+6- 1Z ALL UNDERGROUND UTILITIES TO BE GONSTRUGTEP NITHIN THE STREET RIGHT-OF-HAY SHALL BE IN5TALLED,60NNEGT- B• ALL HORK SHALL GOMPL-,r HITH THE GITY OF TEMEGULA Ih. INTERPRETIVE SiCNAGE EA i ED, AND TESTED PRIOR TO GONSTR.UGTION OF THE CONCRETE GURB AND CUTTER GROSS CUTTER, OR ASPHALT GONGRETE STANDARD 5PEGIFIGATION AND INSTALLATION DETAILS. 17. FLOOD LIGHT EA --- 2 FIAVEMENT. I8. JUTE MESH NETTING SF -Q^ E ll,Doa G. INSPEGTION5 ARE REQUIRED BY THE TGSD LANDSCAPE ALL BAGKFILL IN TRENGHES SHALL BE GOMPAGTED IN AGCORDANGE HITH THE GITY OF TEMEGULA STANDARD DHC NO. 40-1. INSPEG-TOR PER THE TGSD LANDSSAPE GONSTRUGTION Ig. LANDSCAPE L5 ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE GON5TRUCTION OF IMPROVEMENTS OR SHALL BE RESET AT IN5PEGTIGN JOB CARD. 20. IRRIGATION LS I THE CONTRAGTOR'5 EXPENSE. .41 D. GONTRAGTOR SHALL GONTAGT THE TGSD AT (BOG) 6G4--6480 21 . qO DAY LANDSCAPE MAINTENANCE LS ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM GUT PRIOR TO GOMMENGING LANDSCAPE INSTALLATION TO OR FILL. TO NATURAL GROUND ABUTTING GUT OR FILL SURFAGE5. 5GHEDULE THE REGUIRED PRE-JOB MEETING. 22.72tt, 6"x6" GONGRETE CRATE DOLLAR LS ER051 ON GONTROL OF SLOPES - ALL SLOPES IN EXCESS OF FIVE (5) FEET IN VERTI GAL HEIGHT SHALL BE HYDRO--SEEDED E. TOTAL LAND5GAP1 NC SQUARE FOOTAGE TO BE MAINTAINED IN AGGORDANGE WITH THE FROJEGT SPEGIFIGATIONS (UNLESS SUPERSEDED BY AN APPROVED EROSION GONTROL, BY TG5D : 38,52 S.F. 23. 41 GONGRETE PAD SF ci6 LANDSGAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL GUT 5LOPE5 SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES. F. JUTE MESH NETTINE5 TO BE ON ALL SLOPES 3: 1 OR OREATER. A SET OF "AS BUILT" DRAHIN05 MUST BE SUBMITTED BY THE. GONTRAGTOR TO THE ENGINEER PRIOR TO AGGEPTANCE OF O. SHRUBS SHALL BE LOCATED A D15TANGE MEASURING ONE-HALF THE IMPROVEMENTS. OF THE MATURE DIAMETER OF THE SHRUB FROM ADJACENT HARD56APE. PLEASE SEE PLANTING LEGEND FOR MATURE DIAMTER , OF EAGH SHRUB. BASIS OF BEARINGS i © i*DwL*A* . THE BASIS OF 13EARINGS FOR THESE Ian Davidson, Landsoape Arohi.teot CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE C � 1 --800--422-�41 �� STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING 3744 TENTH STREET, SUITE 200 CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDEt CA 92601 c 909 683 1283 . rAX 909 683 4362 CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATI BENCH MARK SCALE SDI'" �` Designed By Drawn By Checked By !_ ,! Drawing No. N. t y� a� IJD Ss lJD RECOMMENDED BY: DATE: lG"d r CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor USCGS BRASS DISK ® THE or zon a . , .�� Plans Prepared Under Supervision Of S.E. CORNER OF THE BANK IN ,� - �~ ---�- ACCEPTED BY: ""— DATE: 11 w o ®�,� TOWN ��,U'�H�F�N Inspector �---- THE SIDE OF THE WALL BECH AS NOTED * IAN J. DAVIDSON Date 02/27/04 MARK NO. 600- 1927 --- DIRECTOR OF PUBLIC WORKS/CITY ENGINEER x GATEWAY LANDSCAPING STAMPED J-63-1927 Vertical � `�, - �`"�'� Date Completed ELEVATION 1005.85 AS NOTED OF R.(��F' �o ` r.E. No. Expires R.C.E.No.06/30/05 36617 Expires: 06i3044-06 TITLE SHEET" Sheet � of 1� � CAS �, ... __ .._.._ LGU2_n09GR i x x STAMPEDE ND,E FACE OF I 5' CONTRACTOt SHALL 01s THAT TOPE BUILDING I I AT PATN DOES NOT E%GEED 4.9a AND C9p95 1aPE DOES NOT EXCEED M ITS -55,_�e NT5 p" I \ \ _ —e• hens 9sar — •— — — — — O 411—On - EX. At 5 M n+, ,_O, mot i 02.e n TC e' Cenc. uT / H l).j, bey Coyicce4e '� 1 Al �� I� BASIS OF BEARINGS - ��, � i.D.L.A. CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landscape Architect O PLANS IS THE CENTERLINE OF FRONT ,woxe� T 1-600-422-4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING I 3744 THRTH STREET, SUITE goo 40' 30' 20' 10' O 20' 4C CONSIDERED TO BEAR N45 30' Ot" W. RIVERSIDE, CA 9850E 909 eee nea . PAX 909 "a 4e59 5GALE 1"=20' NORTH CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCHMARK SCALE SEAL: Deslgnetl By Drawn By CINN;led By G-O CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor USCGS BRASS DISK O THE '1,0T, O.,tf�f� MM MM MM RECOMMENDED BY: DATE: a zonfal ns Untl pervasion Of S.E. CORNER OF THE BANK IN THE SIDE OF THE WALL BECH AS NOTED n ACCEPTED BY: — DATE: 11�1�.4 OLD TOWN SOUTHERN inspector MARK NO. 600-7-68 Ne' eelw - • Date l� ' a f _o f LLI / STAMPED J-63-1927 Vertical } E.Fs-u-se s MICHAEL O. MUETING DIRECTOR OF PUBLIC WORKS/CITY ENGINEER GATEWAY LANDSCAPING Dee Comperoa ELEVATION = 1005.55 AS NOTED 4e or cAt9oC R(:.E. 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PAVINO ".� „• + a ._" '•"�Yw,"w,,.w�„+� ,^,. +4>,;� .�I r, r•.,-�� ;.-^•r `l, +.W -Ln e ; ••r• i" .� .,(.: i. �T--Yaw i �' �'�� f --�� � � 1. r _ 2 GONSTRUGT 18 Y�11 D OUTTR : N D IO D BUFF) `';ria J n... •�, «�„~ w.+,,,,..a v,N lr rrr .. 'a ^�'. '` r rrY s "►►MM , T ...r� __ � �• �.. . (R MO`�l I ST I NO R PL.AEG H I TH . .� .hAw',� " 41 '•' Y. J `y i . rr.r�l v F ' P�C/ 11, �� �� 3 GON5TRUGT TYPE "D-b" GURB PER ITY -q{ : DI EGO BUFF _� :, . ,. ; /' 0.� �J G STD NO. 204 GOLoR SIN D � ) ,,�yp a �• .°• �, r ,, 4 GONSTRUGT TYPE " � I' GuRB /AND OUTTR G I TY STD No. 20o Gd aR: SIN D I BOO f )•' `, �' r. r. v A_ , ww. 1 , 1 BUFF) n �, 40 �x' "~, r , ' c 5 EX 15T I NO PARK I NC LOT �Ti�I I�'I N� (PROTec,T 1�1 �,,.�c�� v ; , J A•� s r r �t f'` + r f r ., �, .11 I 1 .., i` ;f+. rr r Y", ". ( ) GON5TRUGT 2-RAIL HOOD FENGE PER DETAIL 4 511T. G--3 (SEE NOTE 'A�' BELOH) by M ^y) '_ • ! i ,f r•Py: : ~. '` .. y;'`�%"" . I;' V •.. �, GON5TRUGT DE60MPOSED C RAN I TE 1�1A1* 1117, __#' "I 11� � �, I .: ,:,t "I' . 0 .. K PER DETAIL 1, 5HT. G-3 ' ;.;,, ` `' f d" ( x 1ST I N� OLD Tc�HN L I tT FIXTURE (TYPIC-..,AL). "�11 "~, 11 ,. �<4 ,. fin•., yx f;" J%t�� ql� 1. 111.� 1. .-n,: .. ,r :- , : GONSTRUGT oLD TOHN LIGHT IXTUR PAR L GTRIGA�L �NOINEER 5 PLAN •, ,•j; 1` 0 Jr h f r .. I H. �' y ./"., :r,'' t IG GON5TRUGT" 6ONGRETE LIOHT BOLLARD PER ELEGTRIGA�L. ENOINEER'S PLAN � 24'' ti ifi r f r ff rP �. /' r�� )fr Jr I�, {r`,.J i ).:rf fi DETAIL 2, 5HT. G-3 h. A f r ! r ••'•'' '^ % f' r 'al' f e i 4. e 11 GON5TRUGT GONGRETE MON CURB PER DETAIL 5 SHT. G-3 I - ti. F" r fr �r I GONSTRUGT GONGRETE PAD PER DETAIL L 6, -7 5HT. G- 3 ,nV. r , 1. a . f 13 PROVIDE 4 INSTALL PUBL-I G PARK I NO LOT 51 O N PER G I TY OF TEMEGULA STANDARD. NO'T>�r ;< s;y j APPLY 1/2" TFt1C. MOR1"AR BEl7 IPA' r AT TOP 01' GUT BLOGK i=OR l•,• J� �' r '• + � ( �� r ,:.'' 14 INSTALL BENGH. MArNUF. BY: GUIGICGRETE MODEL: 02GL512B. f RO ANOLL "�, a"J ; ,•w ff� �' j t • ��,^' . � 1. COLOR: G--3; LA�TTE. FIN15H. T-_1; ALGID ETGH. PLA�GE ATOP CIO% GOMP^GTED D.O. :, 15 GON5TRUGT OVERHEAD TRELL 15 PER DETAIL I L 12, 5HT. G�-3 t, r,-rJ 1 '`r Jr I C� CONSTRUCT' OVERLOOK HALL PER DETAIL i, THIS 5HT. -- k ,.r` J ,�r (• 1 �I. Ib 24"7 ei)((b / I, a ,r J r/� , 'r I�T GONSTRUGT NEH I NTERPRET I` E 51 ONAtOE PER DETAIL i L 2 TH 15 5HT. �W AD 10 INSTALL NON--LIOHTED BOLLARD PER DETAIL 2, 5HT". G-�3 ' ' ,gin I q GON5TRU6T 6"xb" GONGRETE GOLLAR AROUND EX 15T I NO ORATE. C . A� . . v� c ., . • r�,• 4 •1., 120 .w• •-."•�, % •., .. `'.... :♦ : r 'a ,• •• A _ ��^ ' ' ,* •'i. a• - ''y 1 ' vo _j,,',•�' Mof PROVIDE 4 INSTALL FLOOD LIGHT PER ELEGTRIGAL ENO I NEER'S PLAN. I `� s Tit DAYLIe7w1. • '• . . �� , 0 •' s. TO r�AYLicSHT 21 PROVIDE 4 I N5TALL JUTE ME5H NETT I NO PER DETAIL 4, 5HT. P-3 -*A RI»66R"It- .o SV(90J 'Waci� *� �. EX 15TI NO FENCE TO REMAIN (PROTEGT IN PLAGE). �s �s 2�s'ttl _ . . .w��o�N Ito end $ (fit _.NIT us�ay.... ►s a 4� .g. RE�wooa GAS'. I"rwAr AT L Ea6� Q) EX15TINO 2 - 2" 5GH 40 P1/G 5LEE1/ES (MIN 1P" DEEP) -- TYPIGAL 2 PLAtGE5 ® ---NOT USED--- ® 1/2" 0 XIO"AN6HOA 9Ot.79;4020 O.G.,GOUNT>_R�iK YV WA�R3 . ® --••NOT U6v--. ® VOPEL I IX6.ftulF~ IN M_4wl (2) GONTRA�GTOR TO 5AH-6UT. GLEAN EDOE FOR GONGRETE GURB 4 OUTTER PLA6EMENT FINISHs 6.140.NISH YV IiT r°OL�l sAN r�l� Y A IS 6" $NISHo SM C.K P. r l:,o�.l AA., L eX Sot.I�►ALL E60 (FIELD VERIFY EEC 15TI NCB PA\/I NO D I MEN51ON5) q M N fS �' PINISHI 3AGk f+IN1wH W/ INTE*vRAl.GOLOR� 3AN D1E6O BUFP BY, DAVIS GOLDR a 0 4 REI3AR VEIN.® 24" 0-do. � N 4 REEsAR VERT. 0 240 O.G. d 0 4 R OAR HORIZ. 0 24" O.G.(60NTIM)OUS) a 0 4 AM" HORIZ.0 2W O.G. . ® 2500 P.S.I. GONGt�" POOTIN$ (u1.+R: iAW d1940 �I►UICO) 8* 2100 P.01.GOW.,kdT�I°oa'nNd (coLo is sear) ol"O 13d0R) , a ---NOT USEPJ _.w q' ---Nar USW--_ ja --NOT uSW--- 0 --•-tear USW-_- • . V _, , �_. NOTES : . P.O.PWP PAYING 0' P.O. PAYihlS 0 FINISH 6 AVE! 0 FINISH ORAPP. .1. ® C,0WA4TE17 VA36RAlPH PER OOLr9 ENGINEER REPORT 9 GoMPAGTLD W DO r SOIL�6 NEElk RW09T A. ORA�PHIGAL. REPRESENTATION OF FENGE ONLY. ALL FENGE EN05 AND ANOLE 2 I0\/E�RLOOKGHANOES SHALL TERMINATE HITH A POST. . B. GONTRAGTOR SHALL PROTEGT IN PLA�GE ALL EX 15T I NO I MPROVEMENT5 BASIS OF BEARINGS . i*D-6L*Ao . (�,, �I /�► t G L T'C2 5 �"r'p►'TI a4 [�!°� �EA C► TR �.l�1' N�.`�. THE BASIS OF BEARINGS FOR THESE Ian Davidson. Landsoape Aasohiteot CALL TOLL FREE ---...----.m I-------------- -- 601MIMM"I PLANS IS THE CENTERLINE OF FRONT' LANDSCAPE �. 1 -�500-�-422�-41 33 STREET PER RS 71/17 REC4R�s of I RIVERSIDE COUNTY, BEING L3144 TENT+�H ST111111% SUITE 20o 401 301 201 l01 0 201 401 .0 r » RIV111t0II)E CA 92601 11- 1 I o CONSIDERED TO BEAR N45 30 01 W. � � -�2O NOfi�Ti-f � . . 900 90a 1A80 . VAX Doe 8so 48159 . . CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL; DSCq Designed By Drawn By hacked By Drawing No. SCALE "' �� GCITYDEPARTMENT OF PUBLIC WORK . RECOMMENDED B DATE 'QAV 1 pSd�y ''�r 'C` Y• . _ - . . I I IJD� SS . . IJa Contractor USCGS BRASS DISK THE .. . a zon a . 10 y _.. . .- _... . _.S.E. CORNER OF THE BANK IN , . " ., Plans Prepared Under Supervision Of *(- THE SIDE OF THE WALL BECH AS NOTED a ACCEPTED BY: DATE: �, OLD TOWN mlr Inspector 6a(1-7--68 -.., * . . IAN J. DAVIDSON Date 02/27/04 I �i MARK NO. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � �h C AT9W Y LANDSCAPING STAMPED J=-63�-1927 Vertical p. 0 � � Date Completed ��11;/ r� �n 1 �1 PLAN AS NOTED r� 2661 �.JN�TRUwT101V PL.f11Y 1. 1�1. I - Sheet o . 3 16 _",� , � . , , ,,, , . . I ELEVATION � 1005.85 OF Cpt� R.f�.E. No. Expires OOf30/05 - . I*,c•�.Na. 36617 . . . . . � Expires: 08/30fi� •'•� . � 1 . I . . . I I_.- .-!... 1,1_, � , �; - .. . . _ . - ..... . . I _ _ __ ____ __________ ..... - -_...- . . .,� : l LD02-209GR . r .. .. ____.___-..-��..__.�__,__ .._.. -. -. _ . .._.______...,�;"_: ,. . ..... ` 11 aeerlrJ 2-RAIL weep PENCE ® GNv oP eK1tTlrJb cNA1rJ LWK PENCE, !_-- / / 1 � 1-20 - , / q ' � 00J 6400 �= 21 rr v v v v v GONSTRUGTION LEGEND It I EXISTING 0 " �P!;T$r46FT,���;:�. A/C PAVING 2 CONSTRUCT 15" HIDE GUTTER PER "T" 'T-R R' A" 904 C9"4" Aro (COLOR: SAN DIEO0 BUFF) (REMOVE EXISTING $ REPLACE HITHf`.9:9 ) 3 CONSTRUCT TYPE "D-6" CURB PER CITY S O NO. 204A-q(GOLOR: SAN DIEOO BUFF) 4 CONSTRUCT TYPE "A-b" CURB AND GUTTER PER CITY STD NO. 200(GOLOR: SAN DIEGO BUFF) 5 EXISTING PARKING LOT STRIPING ( PRO-rec-T W PLACE ) { v \ g6 CONSTRUCT 2-RAIL HOOD FENCE PER DETAIL 4, 5HT. G-3 (SEE NOTE 'A' BELOW) 1 \ CONSTRUCT PECOMP05ED GRANITE HALK PER DETAIL I, 5HT. G-3 8 EXISTING OLD TOWN LIGHT FIXTURE (TYPICAL). 9 CONSTRUCT OLD TOWN LIGHT FIXTURE PER ELECTRICAL ENGINEER'5 PLAN 0 CONSTRUCT CONCRETE LIGHT BOLLARD PER ELECTRICAL ENGINEER'S PLAN d q00 DETAIL 2, 5HT. G-3 (ISO-0 II CONSTRUCT CONCRETE MOW CURB PER DETAIL 5, 5HT. G-3 GN CONSTRUCT CONCRETE PAD PER DETAIL 6, l 5HT. 0-3 13 PROVIDE It INSTALL PUBLIC PARKING LOT SIGN PER CITY OF TEMEGULA STANDARD. 14 INSTALL BENCH. MANUF. BY: GUIGKGRETE MODEL: 02GL5-72B. COLOR: G-3; LATTE. FINISH: T--I; ACID ETCH. PLACE ATOP 90% COMPACTED D.G. O 15 CONSTRUCT OVERHEAD TRELLIS PER DETAIL 12, SHT. 6-3 NOTES : 16 CONSTRUCT OVERLOOK HALL PER DETAIL I, THI5 5HT. IT CONSTRUCT NEW INTERPRETIVE SIGNAGE PER DETAIL 2, THI5 SHT. A. GRAPHICAL REPRESENTATION OF FENCE ONLY. ALL FENCE ENDS AND ANGLE 11 INSTALL NON-LIGHTED BOLLARD PER DETAIL 2, SHT. G-3 CHANGES SHALL TERMINATE WITH A POST. IG CONSTRUCT b"xb" CONCRETE COLLAR AROUND EXISTING GRATE. c' ® B. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING IMPROVEMENTS PROVIDE d INSTALL FLOOD LIGHT PER ELECTRICAL ENGINEER'S PLAN.� O 21 PROVIDE 4 INSTALL JUTE MESH NETTING PER DETAIL 4, SHT. P-3 BASIS OF BEARINGS EXISTING FENCE TO REMAIN (PROTECT IN PLACE). i*D.L.A. NORTH THE BASIS OF BEARINGS FOR THESE Zen Davtdeon, Landooepe Aro6tteot CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT � �."� __ ® EXISTING 2 - 2" SGH 40 PVC SLEEVES (MIN 18" DEEP) - TYPICAL 2 PLACES 1-800-422-4133 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING L 9744 TWNTR R RT TRR , SUITS goo © CONTRACTOR TO 5AH-GUT. GLEAN EDGE FOR CONCRETE CURB b GUTTER PLACEMENT �' �' 20P 10, 0 20' 401 CONSIDERED TO BEAR N45 30' 01" W. RIVRRRIDR, CA 92801 (FIELD VERIFY EXISTING PAVING DIMENSIONS) 5GALE I"=20' eor as uee . rAz eoe ew +sse CONSTRUCTION RECORD [DATE By REVISIONS ACCD OATEI BENCH MARK SCALE REAL: J,KDSGR., Designed By Dr ec etvn By CNkeO By L prevAng No. IJO SS I,p RECOMMENDED BY: / DATE: //- ` CITY OF TEMEGULA DEPARTMENT OF PUBLIC WORKS Contrecmr USCGS BRASS DISK O THE t S.E. CORNER OF THE BANK IN Plans rreperee Urker9wwvlMonIX THE SIDE OF THE WALL BECH AS NOTED LLLL'IA OLD TOWN SOUTHERN C�2 Irrepect« IAN J. DAVIDSON 0227AM ACCEPTED BY- DATE: MARK NO. 600-7-68 * * _ DeDo one s STAMPED J-63-1927 Vertical DIRECTOR OF PUBLICWORKS/CITYENGINEER GATEWAY LANDSGA�ING AS NOTED 4Te 2651 0613m M617 06re000-x else CONSTRUCTION PLAN sneel � of u ELEVATION = 1005.85 OF G R G.E. 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CAST ALUMINUM GRILL LAMP Vim BALLAST ASSEMBLY �\� - .( \ % pr - C (TYP) /,oC / l 42e � �\ �- ({Y/v l ' r +/'� I (E)TELEPHONE PEDESTAL \\ BOLLARD SHAFT \� � i �� — ) C�i I * 2C ..�yyy� //E.GND. . { ( •,,- — c \ `� � C 2`C 1#8 GND 2'C.-3/8 LOS GND. \ \ rj/ � i / t ,o I ` zc. �1 cND. i PExGvnoie - ) / / (4) ANCHOR BOLTS / �� ` i 9, , � /� /e PULL ROPE �' --F ---- / COMPANIES % GROUT GRADE MATERIAL \`\-'NN.- \ ��\fir= / / l 1 II y.`: /\ �REpMIEMENTS (MINIMUM '�,Y i / III I't .. �' * '� Ap: �%C \ /� 2{• DEEP). 9/}7 V '\-CONCRETE FOOTING INN - (E) SC.E UTILITY POLE L/ / CONDUIT AS REQUIRED -�\ 1 f 21C1'- iS 1 OMD. \.� IJfI+S�' �i BOLLARD DETAIL SCALE 4 ,\ '� 061--Mn ER 9/ k,D ' \ 3 z �E( 1. EACH PLACEBO% TOP SHALL BE IFGENn. - S�` \\\�� 9/11 - % %� ,:�// // �! •� SANDBLASTED AND BE PROVIDED �\ WITH SOLID BRONZE COVER STAMPED 10 SINGLE RECEPTACLE MOUNTED ON TOP OF TENON ARM / j %/ /� / t 2eC-.-3/8, too GND. / `MTM NAME AS SHOWN. ENCLOSED IN TENON CAP. WEATHERPROOF G.F.I TYPE. 1 �• B / ! p ` PROVIDE RECEPTACLE AT EACH LIGHTING POLE AS - - / 9 •'. 2. CONDUITS FROM ELECTRICAL INDICATED ON DRAWING. f „� PULLBOX SHALL BE (1) 1- CONDUIT FROM f EACH BOX. ONLY CONDUCTORS FOR DETAIL OF MOUNTING SHALL BE _ _� COORDINATED BETWEEN MANUFACTURER AND (Tn' )�A/--� . LUMINAIRE AND POLE RECEPTACLE WRING --- — f SHALL BE INSTALLED IN THIS CONDUIT. ENGINEER PRIOR TO SHOP DRAWING SUBMITTAL - ^/ 3. PROVIDE PLACEBO% FOR EACH LIGHTING POLE. STREET WALKWAY - (FYETFR aF'DESTAL W ® BANNER AND BANNER ARMS SUPPLIED J� SEE DETAIL t 2• C fl" 9/17,10 . ) BY CITY. __ __ �- p / { J Q BEVEL Y1000 45' O TOP / r // // I C (TYP.) L ITE X AS CLOSE I I O 2'%8" R.S. WESTERN RED CEDAR Wy/I/z'X1/2. TO POLE AS POSSIBLE. TYPICAL REVEAL O CENTER (ALL FOUR SIDES) ��d \ _ Nil I FOR SOUND PUUBOX. COORDINATE / ® 1/2"X3' UC SCREWS ALL 4 SIDES WIN HOOD FRIMMG, BOARDwIiI( ETG ( ' �NDERGRWND W/MALLEABLE IRON WASHERS O 18' O.C. CONDUIT AND STAGGERED, BOLT THROUGH POLE \�- // CONDUCTORS \ Nr PER PLAN. © CORNERS. R.S., D.F. TRIM (MITER ALL CORNERS. BEVEL TOP) �. \ �•\ \ /': / / .. . (2) 1/20XI60 LAG SCREWS EACH SIDE W/MALLEABLE IRON WASHERS \ PULLBOX STANDARD ® FINISH GRADE .m p\ \� �� r / \\` 1 ' y�-2P/Ol�C ELECT. CALTRANS 90 ELECTRICAL CONDUIT FROM ELECTRICAL / ,'N /E58. SUPPLY (24e MIN. DEPTH) \ ',\ % / ✓ \ I"1�� A ® CONCRETE BASE (2,500 PSI O 28 DAYS) 1 ��� �� � i� I� �� 2'0.�' 1 QA. Y 11 / Y SAN DIEGO BUFF BY DAMS COLOR. 0 2"X4' R.S. D.F.. MILLED /� 1 / 0 4X4' TUBULAR STEEL CORE. S7SEEEI i 1 I I �� 5� / / A ��1 `(I � © COMPACTED SUBGRADE PER SOIL 1 ENGINEER'S REPORT 1 r It ® WEATHERPROOF HANDHOLD COVER I .'k :F - r '� �/ \ N n 11 SM6IE un RECEPTACLE ` C)f`.�)It�t 't' /�� S g OF POLE CURB i ax DPP0.E UMWNE AA4W DIE RIP TYPICAL 0 II 240V - I TYPICAL STREETLJCHTING POLE WIRING SECTION /ELEVATION_ �� ry n NITS i/ / -- 1 \1 I }Y \ $ % SCALE: n SCALE: I�/ / ( \ �. PULLBOX LAYOUT N T.S. 2 TYPICAL STREET LIGHTING AND POLE DETAIL N.T.S. 3 �r a n BASIS OF BEARINGS - � �) b� , E . o i.D.L.A. I i THE BASIS OF BEARINGS FOR THESE Ina Davidson. Lnndaenpe Arohi4ael ` j a CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT urowre D © \=1�1 � 01� � g�®� i 1 -8DD-422-4133 STREET PER RS 71/17 RECORDS OF 40' 30' 20' 10, 0 20, 40' - - \ x RIVERSIDE COUNTY. BEING 44E0 C=BTNUT 8TRIMT eeee e�<n a , sne 100 IrvinILLYIONIMM CA EIeOI 553 u 5:ere CONSIDERED TO BEAR N45 30' 01" W. SGALE 1e=20' NORTH (sec) �u-�v3 cm (91 'n3-1cc2 j Q ME ar saw.EAz aoa aaa seasnaYaernDeipn.awn IRON % CONSTRUCTION RECORD DATE BY REVIBIO/B A(L0 DATE BENCH MARL( C. 0 S Designee By Drawn BY Chocked By -'/ DmvArg No. LIE y 4RQ� Fy4%Ae GL GL JCO RECOMMENDED Bv: - �'^ — DATE: l CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS E Contractor LSOGS BRASS DISK O THE m _ u n S.E. COINER OF THE BANK IN Plena Prepared Udder SupenAMan Of PD ACCEPTED BY: DATE: 1 v u Inspect THE SIDE OF THE WALL BECH AS NOTED # JEFFREY OVERMI'ER Deb 08/14rD2 WI 1 W AH 0.NUnNES vY -. �T a71�T AM PMKT •TILT M1NC N0. 800-7�8 STAMPED 1y r LBAN 0 0 wro J-83-1827 Vsynl F .S vl�h.-R s rt,Euc w.ltaS�crr/ E.IrINEeA t F Sheet of AS NOTED Or'- E-8964 03/Jtr04 3(oKE17 Ewxe. '��+ GUM~ CAU 0 o ELEVATION - 1005.85 R.C.E. No. Expires R.c E.Ne. �., SCHEMATIC LANDSCAPE PLAN x GENERAL NOTES & SPECS. ELECTRICAL SYMBOLS LIST (E)METER/MAIN PEDESTAL 100AMP-120/24OV-10-3W 16-t/2" (MIN. SCCR SHALL BE 50,000 AMPS RMS SYMM) Q 1. PROVIDE ALL MATERIALS AND LABOR AS REWIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM. E1�{7 STREET LIGHT LUMINAIRE AND POLE. O 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTIUTY COMPANIES AS REQURED FOR A COMPLETE AMC OPERATING INSTALLATIDN. y' A.F.F.-U.O.N. O.N.OA, 120/2T/V-1W $PST TOGGLE SWITCH MOUNTED AT +48" 3 J. INSTALL RACEWAY SYSTEMS AS FOLLOWS: R,b - DENOTES TWO SWITCHES AND THEIR RESPECTIVE M P. USE R1tlD GALVANIZED STEEL N ALL AREAS EXPOSED TO MEATIER OR PHYSICAL DAMAGE. CONTROL IDENTIFICATION. 3 - DENOTE 3-WAY SWITCH p. USE FLEXIBLE METALLIC S EXP 9 ONLY TO IN AREAS As PERMITTED BY LOCAL CODE AUMORITY. 4 - DENOTE 4-WAY SWATCH U.O.N. S.C.E. CABLE a ®® B 48• USE SEAL-TIE IN AREAS EXPOSED ro MEANER. D - DENOTES 2kw - U.O.N. - 120V. - 1e SLIDING TYPE ENTRY SECTION \ / M USE COMPRESSION TYPE FITINIGS FOR ELECIRICAL METAWC TU9NG WERE UTILIZED. DIMMER SWITCH. - LUTRON "NOVA" SERIES OR APPROVED e v 1WA E. USE P.V.C. CONDUIT UNDERGROUND WTI CODE SIZED GROUND. CONDUIT RISERS ANS STUBS EQUAL. ABOVE GRADE SHALL BE I.Y.C. WM HALF-LAPPED TAPE COVERING OR P.V.C. COATING. �D1VV ® > 2F U' STANDARD A.F.F. GROUNDING TYPE SIMPLEX RECEPTACLE MOUNTED FINISHED GRADE 4" �Cg ® 100A MAIN 4. ALL NEW WING SHALL BE COPPER TYPE "TRN/MWN" - U.O.N.. 4 U.G.P.S. I 5. CONDUIT FOR ROOF MOUNTED MERRIMENT SHALL BE ROUTED BELOW ME ROOF WMIN ME BUILDING. W STANOAI(tD 20A, 12OV-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED AT +15 A.F.F. - U.O.N. IL \ -- "1/4 CU. EQUIP BOND I 6. ALL FIXTURE, DEVICE. ETC... LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS STANDARD 20A, 162OV-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE �• PER NEC-2'30-79 (0) EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK. MOUNTED AT +15 A.F.F. - U.O.N. 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WN OSHA STANDARDS _ j \ \ \ I STANDARD 20A, 12OV-10 GROUNDING TYPE "GROUND FAULT INTERRUPTER" J E J � J I AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. W (G.F.I.) RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT - U.O.N. (E) UNDERGROUND SERVICE I I. ELECTRICAL CONTRCTOI SHAH PROVIDE L.KItHTING FlXTURE MOUNIMG KITS AS REQUWED TO SUIT THE TO S.C.E. TRANSFORMER EXACT TYPE OF CEDING TO WHICH THEY ARE MOUNTED. ❑I DISCONNECT SWITCH. AMPS - VOLTS R POLES AND FUSED OR NON-FUSED 24" BELOW GRADE i J 1 AS INDICATED. (E) GROUND ROD 9. THESE DRAWINGS ARE DIAGRAMMATIC AND REFRE4.NT THE INTENT OF EWPMENT, DEVICES, ETC... TO BE CONNECTED D THE CIRCUITS TO YNICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL ® MAGNETIC MOTOR STARTER. NEMA SIZE - VOLTS T POLES E INDICATED. AN INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED LA COIL VOLTAGE PER IRED FOR A COMPLETE AND OPERATING SYSTEM. PROVIDE COMPLETE D THERMAL OVERLOAD PROTECTION PER MOTOR TO LOADS. REFER TO PANEL H.O.AP INDICATES HAND/OFF/AUTO SN1TC W W . EQUIPMENT CONTROL REQUIREMENTS SCHEDULES FOR BREAKER 10 ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. 92E, ETC. VOLTS, MOON MAGNETS MOTOR ON FUSED AS INDICATED CT $WITCH. NEMA SIZE E O (E) 120 24OV-1•-3W METER 3" PVC . - _- -_-- _ -- _ - - _ --_--_ -� VOLTS, POLES AND FUSED R NON LASED AS INDICATED PROVIDE COMPLETE / S.C.E. P.O.C. �• 11. ERE OVAL OOVERMINCTCODESALL PERFORM ALL WON M STRICT ACCORDANCE WM ALL LOCAL AND WI711 VOLTAGE OVERLOAD PROTECTOR PER MOTOR NAMEPLATE DATA AND PEDESTAL . NEMA 3R. Q (E) CONCRETE FOUNDATION REFER TO PLAN COIL VOLTAGE PER EQUIPMENT CONTROL REQUIREMENTS. H.O.A. - INDICATES PER GROUND 250-92 12. ME EQUIPMENT SMALL BE NEW AND BEAR A "UL• LABEL - U.O.N.. HAND/OFF/AUTO SNATCH. UTILITY CONTACTS: 13. ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. 1I MANUAL MOTOR STARTER HERNIASWITCH RATED O 1H.P. MENTION. - 1W -U.O.N. SIy( PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. Q (E) METER Q (E) 24 HR. ELECTRO-MECHANICAL TIME _ 3/8"z10'-0" 5CVDRRRN CALIFOM41A ®150N 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WFIEING FOR A PERI00 OF (1) CLOCK W U TH 10 HR. RESERVE POWER, COPPER CD ILLCY 6ARSAS YEAR - UON 000NDITIINS AND / OR CONDUCTORS PASSNG THRERRUACTUAL NUMBER OF O BOX. SIZED BY THIS CONTRAC (E) UTILITY TEST RECKON. PARAGON 4210 SERIES. GROUND ROD PER 26100 MENIFEE RD. 1S ELECTRICAL CONTRACTOR SHAH IICIUDE N BD - COSTS FOR ALL HVAC CONTROL COMPONENTS. O (EJ TWA MAIN BREAKER. NEC-250-83 (c) ROMOLAND. CA 92585 CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSIUM. /�� MOTOR OUTLET. H.P. RI F.LA. - VOWS Nk PHASE UI INDICATED. VERIFY O9 (E) MECHANICALLY HELD U(XiTING CONTACTOR NOTES: TEL 909 928-8272 [[RtEFffEERR TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER ME 'V ELECTRICAL FGR. PRIOR CHARACTERISTICS AND ROUGH-IN TON REQUIREMENTS W17N INSTALLED Q (E) BRANCH CIRCUIT BREAKERS - "CIRCAL SECTION OF THIS CONTRACT. EQUIPMENT MFGR. PRIOR TO ANY ROUGH-IN WORK. SEE PANEL SCHEDULE. ® (E) WEATHER-PROOF GFI TYPE RECEPTACLE. 16. ELECTRICAL CONTRACTOR SHALL "I SITE PRIOR TO BD DATE. TO VERIFY ALL EXISTING CONDITIONS ® SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. MAXIMUM AVAILABLE FAULT CURRENT PER SCE IS 42,000A RMS SYMM. O ® MERE SHALL BE A U.L LISTED SERIES RATING BETWEEN THE MAIN 10DAMP CIRCUIT TO .,E EXACT IN THE TROD AND U ALL NEW TS HQ BIT, RIFTEDFIXTURES DEICES, FEEDERS, 6 (EJ HINGED DEADFRONT ETC.. EXACT NSTALUTIOI AETMHao AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR 1KU � BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MO. AS INDICATED. DOORS (OUR TEDWIN FOR CLARITY) 2 BREAKER AND DOWNSTREAM CIRCUIT BREAKERS BASED ON THE "ASCC" OF - 90 DATE CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS EN009ER OF ANY REWIRED MODIFICATIONS TRANSFORMER AS SPECIFIED. WITH METER WINDOW h PADLOCK 42.000 AMP EMS SYMM. ON THE UNE SIDE OF THE MAIN CIRCUIT BREAKER. WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS m HASP. COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. N'J>7® TELEPHONE PLYWOOD BACKBOARD. 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTPM LOCATCN% A CONNECTION REQUIREMENTS SHALL BE RIRIGIDPVC SCHEDULE 40 CONDUIT ROUTED BELOW FINISHED GRADE - U.O.N.. WORK 1 18. ELECTRICAL C ELEVATION-TYP. METER PEDESTAL 120/240V 1 TYPICAL METER PEDESTAL SINGLE-LINE DIAGRAM 2 ELECTED P"G" TD ANY ROXH-IN ONTRACTOR SHALL FURNISH THE FOLONI/G SMHDP pRAWNGS FOR PRIOR APPROVAL ID ----- REFER TO CONDUIT SCHEDULE ON PLANS FOR SIZE AND WRING. 9H --{E)-- EXISTING UNDERGROUND CONDUIT a. ALL SIBSTINIED LIGHT Fl%TURES �- MOMERUN TO DESTINATION AS INDICATED. REFER TO CONDUIT SYMBOL ABOVE. b. ALL ELECTRICAL SERVICE EQUIPMENT. WSIRIBUTON EQUIPMENT AND PANELBOARDS. INDICATES CONDUIT DROP WITHIN BUILDING WALL REFER TO CONDUIT SYMBOL ABOVE. C. OTHER ITEMS AS SPECIFICALLY INDICATED. INDI19. THESE ITEMS SHALL BE APPROVED BY MIS OFFICE PRIOR TO MY COMMENCEMENT OF PIAONG --0 SYMBOL ABOVE. ES CONDUIT RISER WIMIN BUILDING WALL. REFER TO CONDUIT ORDERS OR PERFORMING ANY ROUGH-IN WORK. LIGHTING FIXTURE SCHEDULE DE RP TING.FLUS GRADE CONCRETE PULLBO%. 19. CORN O ELECTRICAL ART. 2 SHALL BE l.Rd1MNDED IN ACCORDANCE WIN THE PRESENTLY ADOPTED EDITION a ME N.E.C. ART. 250.TYK (E) EXISTING. RRR 20. PENETRATONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE NTH CM METER PEDESTAL MNMIl1FACTUR31 CATALOO� LAMP OTY. AM T1TE RIATTROE VOL1E ARCS OTT. ALL LOCAL AND NATIONAL CODES, O NIECES NC. (1) SOW HPS 2 % N 240 V POLE MOUNTED DECOIATW HIGH PRESSURE I 21. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR AE MA" ELECTRICAL EQUIPMENT. /DTT-3-50-MPS-lTF 240-LAP - 132 SODIUM DOUBLE LUMINAIRE WM 16'-0" POLE. REFER TO METAL 3/E-1. 22. PROVIDE THE OWNER AND THIS ENGINEER NTH ONE SET OF ELECTRICAL "AS-BULTS" AT THE © UTEUIES TIC (1) SOW MIN 75 240 V 24" TALL CONCRETE ROOD LIGHT FIXTURE WITH 2 COMPLETION OF JOB, IKRM-35-50 W 240.00-N-SB M DEGREE AINING ANGLE. COLOR AS SELECTED BY OWNER. © UmIES NC (1) 5OW HPS 79 240 V 42" TALL BOLLARD FIXTURE NIGH PRESSURE 13 F1�10�1-WA-50PS-HIL42-dB-R- SODIUM. SEE DETAIL 4/E-1 MOUNTED ON CONCRETE BASE PER MANUFACTURER SPECS O DIml -L-G-61 (1) 32W CPF 37 120 V SURFACE MOUNTED COMPACT FLUORESCENT 2 AILS'J2i FIXTURE WM CLEAR PRISMATIC GLOBE AND CAGE REFERENCES & ABBREVIATIONS O UGHTNG FIXTURE DESIGNATION MCB MAN CIRCUIT BREAKER eDETAIL REFERENCE FLA FU1 LOAD AMPS MOUNTING PEDESTAL (E)PANEL *M4e MAIN 10OA/2P 19 KEYNOTE REFERENCE C. CONDUIT 120 240 VOLTS 1 PHASE 3 WIRE A.I.C.RATING SEE 2/E-2. BUS 100A O CONDUIT AND WRING DESGNATKN V. VOLTS A.F.F. ABOVE FINISH FLOOR A AMPS WATTAGE L R M B C C B M IL L WATTAGE A.F.G. ABOVE nmsH GRADE GFl GROUND FAULT INERRUPIER I I I U.O.N. UNLESs oMERWSE NOTED GND GROUND I LOCATION T E K R R K S E T LOCATION OA OB G C C R C C R C C G 0A 0B C.O. CONDUIT ONLY W/PULL ROPE V.L. VERIFY LOCATION o (E)STREET LIGHTING 910 7 - - ZO 1 2 20 - - 7 910 E STREET LIGHTING WIG REAMER PROOF N.L. NIGHT UCHT vi n (E)STREET LIGHTING 910 7 - - 2 3 4 2 - - 7 910 (E)STREET LIGHTING CU. COPPER EM. EMERGENCY Y $ E CEPTAQE FOR SEASONAL LTG 1260 - 7 - 20 1 5 6 0 - 7 - 1 0 E CFPTA3E FOR SEASONAL LTC M.L.O. MAN LUGS ONLY �TAOE FQ SEAsaMML LTC 1260 - 7 - i 7 8 20 1 - 7 - 260 (E)RECEPTACLE FOR SEASMAL LTG g N O N w 1245 16 - - 20 9 10 20 1 - - 16 (N)RECEPTACLE FOR SEASONAL LTC W 8 A n 1245 - - - 2 11 12 20 1 1 - - N RRIGATION CONTROLLER rcllis Ll o WATTS OA = 7205 11; RC 1 8 B = 5785 j tv) a c TOTAL WATTS = 12990 + LCL = 13845 AMPS = 57.7 LCL = 3418 x .25 = 855 >? a HIGH 0 WATTS = N/A HIGH 0 AMPS = N/A HIGH 0 LCL = N/A N A W H AO CONNECT NEW EIGHT FIXTURES TO EXISTING TIME CLOCK AND PHOTOCELL CONTROLS. CIRCUITS SHALL BE ROUTED THROUGH a19MN8- ,� I LIGHTING CONTACTOR. IF NO EXISTING SPARE POLES EXIST IN EXISTING UGH LNG CONTACTOR THE CONTRACTOR SHALL PROVIDE ry ADDITIONAL CONTACTOR, A REOU E(D', AMD TIE BACK INTO EXISTING TIME CLOCK AND PHOTOCELL N i6 1, o-»rTrrIfils n y N � N n r BASIS OF BEARINGS o v i.D"L"A. oIan DeeLMeon, L.ne.o.Pe Aeoblteet CALL TOLL FREE TIE BASIS HE BEARINGS FCR THESE OW ELECTR e& B��I6 TIC1 -800422-41133PLAN$ IS THE CENTERLINE OF FRONT s i STREET PER RS 71/17 RECORDS OF s RIVERSIDE COUNTY, BEING 4180 C®TROT OTIIINT 8659 Re. h Izn., sM. Roo EIYWID7. OA 9MGl MM. U 92e18 CONSIDERED TO BEAR N45 30' 01" W. c9e9) T"EJ-3"6J Fox ) YSY-199z a HIHW Hw uM . IAZ NW a w oCONSTRUCTION RECORD DATE BY REVISIONS AOCD DATE BENCH SCALE �vc. o F 011pnaeey Dawn9r c IXWBIsy `" CITY OF TEMECULA D�WIR9No. u o �� QQ Z GL GL JCO RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS 'E Con" mr USCGS BRASS DISK • THE nz h 4 964 m z, a S.E. CORNER OF THE BANK IN "' m Pima PrepeHeO UrI11W SIHpeMWon G C ID BEC�H - Z0 ACCEPTED BY. DATE: E - 2 E $ InapscaIr THE SIDE OF THE MARK MD. SOD-7-68AS STAMPED AS NOTED E NL� \P JEFFREY OVERMVER OBH402 �A� pw1B WILLIAM 6• HN6L1E5 o verb I C� S� OHW W''*'R rt twat w./tKS(uM W EgFA 0 owe r�eoNwe J-63-1927 OFCAUFG ELECTRICAL SYMBOLS, NOTESM 0 o AS NOTED R.C.E. No. E-8984 E 03f31A4 RC.E.No. IYJR�)7 Expires o6�s.�o6 "m.xA SCHEDULES, AND SINGLE LINE DIAGRAM SHeet of ELEVATION m 1005.85eI T- i x x STAMPEDE ABBREVIATION LEGEND r left' PEA Ste. S.D.L. - 516FiT DISTANCE LINE — / PLANTING L6END TREES BOTANICAL NAME COMMON NAME 5= A-CPEETT 15LE TREE T-I PRUNUS G. 'TMINDERGLOVD' FLOWERING PLUM 24" BOX 9-II' T-2 j• QUERGUS A&RIFOLIA COAST LIVE OAK 36" BOX 8-10' / 6-7' r / SHRUBS MATURE SHRUB DIA. 5-1 T CISTU5 PURPUREU5 ORCHID ROCKROSE 5 6AL 3'-4' S-2 O SAMOCCLIS MEXIGANA MEXICAN ELDERBERRY 15 6AL 8'-10, HYDROSEED MIX I 5-3 IS HETEROMELES ARBUTIFOLIA TOYON 15 GAL 6'-10' IRRIGATED MEADOW 6RA95 MINIMUM 5-4 O PYRACANTHA SANTA GRUZ' FIRETHORN 15 GAL 5'-10' LBS/ACRE SPECIES PURITY/6ERMINATION 5-5 ® 5ALVIA LEUGANTHA MEXICAN 5AOE 5 GAL 40.0 FESTUGA OVINA SHEEP FESCUE 95/8CJ 5.0 MILIGA GALIFORNIOATA 90/60 6ROUNDCOVER MATURE SHRUB DIA. 40.0 FE51UCA LONOIFOLIA 95/80 2.0 ESGHSGHOLZIA CALIFORNIGA 98/75 6-1 ACACIA REDOLEN5 VANILLA-SCENTED I GAL or 60" O.G. 5'-15' 4O GOREOPIS LANGEOLATA 95/15 ACACIA 3.0 GHRYSANTFEMM4 LEUGANTHEM/M OX EYE 48/80 4.0 6AILLARDIA PULGHELLA 85/T5 6r2 /,j j j/j R05MARINJS O. PROSTRATE FLATS 0 12" O.G. 2.0 RUDBEGKIA AMPLEXIGAULIS 98/75 /'///// PROSTRATA' ROSEMARY 2.0 PHAGELIA COAMPANJLARIA 98/75 2.0 LINARIA MAROGGANA 98/80 98/70 Fri I-EADO146RA5S WITH HYDROSEED (SEE MIX 107.0 NATIVE WILDFLOWER MIX ABOVE) BASIS EARINGS eAe ([ , THE BASIS SOT ME BEARINGS CENTERLINE OF "+ Ian D Davidson,Lnndwnpt AnhHnet qp 3p 20 CALL TOLL FREE O 1-800-422-4133 - 10' 0 20' 40' RIVERSIDE COUNTY, BEING aT44 TENTH BTREEI'. SIII17 �00 CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDE, CA Y1/601 5GALE 1"=20' NORTH 909 aaa MS . TAX Poll aM Wa CONSTRUCTION RECORD DATE BY REVISIONS A= GATE BENCHMARK SCALE SEAL: �,NOBCIR, DsaiF By Drawn By Cneaea By y� i CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. {iT9 •ice' i IJO SS IJD RECOMMENDED BY: DATE: Contractor USCGS BRASS DISK O THE i" Plana Prepared Under SupeNiabn A S.E. CORNER OF THE BANK IN THE SIDE OF THE WALL BECH AS NOTED IANJ. DAVIDSON 02P27/O4 ACCEPTED BY: DATE: 1 • OLD TOWN SOUTHERN Inspector MARK NO. 600-7-68 * ♦ — Dale DIRECTOR OF PUBLIC WORKS/CITY ENGINEER GATEWAY LANDSCAPING owe wrmb STAMPED J-63-1927 Vertlul V ELEVATION a 1005.85 AS NOTED OF R,..E. No. 2851 E)pm 08I30/05 RL.E.W. 38617 Egaaa OB/301E+ab rs PLANTING PLAN meal III of 1f LD02-209GR r r i » { •. ,..fir. , . / r t1 1 ... • / k S El -51 Ile r•• r' Y 1 1 • V fww' 1 , r• i �► i / . . /. rr .,� r00, ,. / r' / 1 , „ Ne ol / f of / f rrr r •r• t / i r. Or te Of /W. / f: /Z f / , or / / / Oro- ooe .r. . . 1. /Li _..... / / •• // a . .. I / Ar jh N / / ,.__.. r ,. .,, w. .• r .. ,.. . .... .• ,.,. ... • ,r. . . , •' / .,.. ...... ..,.. .. •' 'sue•+""' . ,, ... . �, /M +..ti ., • r , . • . ., ,.. ..,. ..r' V. It o r' / kh d . . ,f t. . • - , / / w 6 V / 01/ • r / / / / ''r. -. .. ...... ,. .. .... / -. .. ..... .a.,._.-. 1 i [ • Vey., rat• 1 C .-.. •'/ .. ...- ....•.. ,.,.... �.� :i.' ...... .. i VF , •, .' ..—..,mow„,'' I ' .fir, ,,may >. ,".„ ., t` ❑✓,�' `- .,... .._.. ,. .... .. _ ... e .:: ❑ • IN 76 f '+ :r { P ANTINC LEO ND A B B R E V I A 10 N LEOEND, BOTANICAL NAME CQMMON NAME 2IE AGCPETABLE TREE .D.L. - 516HT D I STANCE LINE TREES HEIGHT IDT T--I PRUNU5 • C. 'THUNDERCLOUD' FLONERINC PLUM 24" BOX q-II / 3-4' ; T--2 OVERGU5 ACRIFOLIA COAST LIVE OAK 36" BOX 'a a, MYDRO&MD,.wMIX •_� . SHRUBS MATURE SHRUB DIA IRRIGATED MEADOW CRASS MINIMUM C15 L 3'-4TU5 PURPUREUa ORCHID ROCKROSE 5 OA ' LB5/ACRE SPECIES PURITY/CERMI NATION - 5-2 • SAMBUGU5 MEXICANA MEXIGAN ELDERBERRY 15 CAL &-10' 40.0 FESTUGA OVINA SHEEP FESCUE q5/80 S•-3 HETEROMELES ARBUTIFOLIA TOYON 15 CAL b'-IO' 8.0 MILIGA CALIFORNICATA Q0/60 40.0 FESTUGA LONC71FOLiA g5/80 S-4 ❑ PYRAGANTHA 'SANTA CRUZ FIRETHORN 15 CAL 5'-10' •2.o ESGHSGHOLZIA CALIFORNIGA aS/75 9-5 SALVIA LEU GANTHA MEXIGAN SALE 5 ©AL .0 GOREOPIS LANGEOLATA g5/75 3,0 CHRYSANTHEMUM LEUCANTHEMUM OX EYE CIW&O 4.o CAILLARDIA PULGHELLA 85/75 CROUNDCOVER MATUR SHRUB DIA 2.o RUDBECKIA AMPLEXIGAULIS qa/75 2.o PHAGELIA GOAMPANULARIA CIW75 0-1 ACACIA REDOLENS VANILLA-SCENTED I eAL ® 60" O.C. 5'-15' 2.0 LINARIA MAROCCANA ge/ao ACACIA g8/70 10-1.0 Or G-2 j///j// R05MAR I NU5 O. PROSTRATE //% PR05TRATA' ROSEMARY FLATS i 12" O.G. MEADOW6RA55 WITH ti. •r NATIVE WILDFLOWER MIX HYDROSEED (SEE MIX ABOVE) BASIS OF BEARINGS 1.D,,L.A. CALL TALL FREE THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landsoape Arohiteot 1 —800—422--4133 PLANS IS THE CENTERLINE OF FRONT LANDSCAPE CTURE STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING 3744 TENTH STREETP BUTTE 200 CONSIDERED TO BEAR N45 30' 01" W. L RIVEIRBIDFI, OA 92601 401 301 201 101 0 20, 4O soe eea 1283 . rAa eos eea 4362 SGALE I"=20' NORTH CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: --- Desi ned B Drawn SCALE s��q 9 Y a n By Checked By Contractor �a� IJD SS I�p RECOMMENDED BY: DATE: f! " CITY OF TEMECULADEPARTME T F P Drawing No►. 2 USCGS BRASS DISK 0 THE ` N O PUBLIC WORKS ...... ortz pared Pre- S.E. CORNER OF THE BANK IN Plans� �' Under Supervision Of Inspector THE SIDE OF THE WALL BECH AS NOTED r • I ACCEPTED BY: DATE: j AN J. DAVIDSON 02/27/04 ,�- OLD TOWN SOUTHERN MARK NO. 600�7-68 a Date Date Completed STAMPED J--63-1927 Vertical s p• a DIRECTOR OF PUBLIC WORKSICITY ENGINEER ''` w '- :{.mow,, ATWAtY LANDSCAPING 1>11 F CA�� R.(,.E. No. 2651 Expires 06/30/05 R.C.E. 06/30M+c6 'i aa::: ELEVATION � 1005.85 AS NOTED rF o �, 36617 Expires: PLANTING PLAN Sheet g of 14 L002-209GR LODGEPOLE PINE STAKE TREE TRUNK PLANTINO NOTE5 TREE TIE, NAIL TO STAKE • ® i . ® i • i i • I. CONTRACTOR IS TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS (2) LODGEPOLE PERTAINING TO THE INSPECTION OF PLANT MATERIALS FOR DISEASES AND INSECT INFESTATIONS. ,f' PINE STAKES 2. FOR TREE STAKING AND SHRUB PLANTING REQUIREMENTS REFER TO THE WORKING DRAWINGS CINCH TIE CINCH TIE, SECURED NOTE: TOP OF ROOT BALL FIN. GRADE AT SLOPE D / `\ AND SPECIFICATIONS. DETAIL TO STAKE W/GALV. SHALL BE 2" ABOVE WHERE APPLICABLE i • • i 4 57-6 i • • i NAILS FINISH GRADE TAPER 1:1 MAX. CUT D 3. TCSD INSPECTOR SHALL APPROVE ALL PLANT MATERIALS FOR CONFORMANCE TO THE SLOPE AT PLANT PIT �d • PLANS AND SITE CONDITIONS AND THE FINAL PLACEMENT OF THE PLANT MATERIAL FIN. GRD. AT SLOPE • • i •� � WHERE APPLICABLE PRIOR TO INSTALLATION. CONTACT TCSD INSPECTOR FOR APPROVAL PRIOR TO TAPER 1:1 MAX. CUT DIGGING PLANT PITS, _ AT PLANT PIT i • i i i i • i i d 1/2D 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATIONS FOR ALL TREES OF 15 GALLON PLANT TABLETS 6" SLOPE SIZE AND LARGER, AND CONTACT LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DIGGING 0 V_ �� (SEE SPECS.) 3" FLAT AREAS PLANT PIPS. I 1wel TURF FREE AREA EDGE OF PAVING, WALK, WALL, ETC. ` 1 2 FROM TRUNK =I I--- FINISH GRADE 5. ALL TREES SHALL BE EQUAL TO, OR SURPASS VALLEY CREST"' STANDARDS FOR SIZE AND I a 6" BASIN—SLOPESm =_ I I- I=I I I= — - QUALITY. 0 3" BASIN-LAWN p I I� 11 ICI I I=i Imo' ___ III III— — FINISH GRADE I_) IIIIIIII�III_' I PLANT TABLET GROUNDCOVER INSTALL MULCH PRIOR T4 6, ALL SHRUBS SHALL BE EQUAL T09 OR SURPASS "NINES" STANDARDS FOR SIZE AND QUALITY. .�..... , . I (SEE SPECS,) PLANTING GROUNDCOVER AS RE 'D. x m ��I T �- i t=I i I 1=1 i ICI I I-111 I I I 1=1 I I- I I I--I_I Q 7. CONTRACTOR SHALL USE NURSERY TAGS TO VERIFY ALL PLANT MATERIAL SPECIES, VAREITY r W ' I I --I I -- PLANTING TABLETS ' ) I I I I�iTi�I I I i i I I I- BACKFILL MIX PLANTING BACKFILL PUDDLE AND SIZE IN ACCORDANCE WITH THE PLANTING PLAN AND WITH THE AMERICAN ASSOCIATION z -I�- _ I-Aw `IV (SEE SPECS.) (SEE SPECS.) 2X ROOTBALL AND SETTLE TO SET I I=1 �I I I I i PLANT OF NURSERYMEN "STANDARD OF PRACTICEYZZZZ ". PLANTING BACKFILL PUDDLE LA AT FINISH GRADE III —I I i AND SETTLE TO SET ----;i i --' ' ICI �I I I i I Ii PLANT AT FINISH GRADEi 8. PLANT MATERIAL SHALL BE HEALTHY, WELL--DEVELOPED AND REPRESENTATIVE OF THEIR III_ SPECIES AND VARIETIES, MATERIALS SHALL BE FREE FROM DISFIGUREMENTS, AND HAVE 01 2X ROOTBA,LL _III_ WELL-DEVELOPED BRANCH STRUCTURE AND ROOT SYSTEMS. CONTRACTOR TO COMPLY SUBGRADE CONDITIONED SOIL WITH THE FOLLOWING CONDITIONS: A. DO NOT PRUNE ANY PLANT MATERIALS PRIOR TO DELIVERY WITHOUT SPECIFIC APPROVAL FROM THE TCSD INSPECTOR. NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) NOTE. ALL PLANT BASINS SHALL RECEIVE: NTH ALL��PLANT BASINS SHALL RECEIVE FROM EACH OTHER AS SHOWN. D = AS B. PLANTS ARE SUBJECT TO INSPECTION FOR SIZE, SPECIES, A 2 LAYER OF APPROVED MULCNI. A 2 LAYER OF APPROVED MULCH. SHOWN ON PLANTING PLAN. . CoftvW,�,�,�,,, too MMAN VARIETY, CONDITION, LATENT DEFECTS, AND INJURY PRIOR TO DELIVERY TO THE PROJECT SITE AND AT ANY TIME DURING THE MN CITY OF TEMECULA CITY OF TEMECULA NO WAS NO 8CM2 COURSE of CONSTRUCTION. ... CITY OF TEMECULA DOUBLE STAKE TREE F_Jd. C. MATERIAL DEEMED UNACCEPTABLE BY THE TCSD ,.: SHRUB GROUNDCOVER 5GAL., 5GAL.. ri 1 INSPECTOR WILL NOT BE DELIVERED TO THE PROJECT SITE OR � ' '���•�� 1 �Q• BOX PLANTING WILL IMMEDIATELY BE REMOVED FROM THE SITE IF ALREADY DELIVERED. D. CONTRACTOR SHALL BE PREPARED TO SHOW THAT PLANT MATERIAL IS NOT ROOT BOUND TO THE SATISFACTION OF THE TCSD INSPECTOR. NOTES: 9. LANDSCAPE, ARCHITECT RESERVES THE RIGHT TO TAG ALL PLANT MATERIALS AT THE I. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE NEVER BELOW GRADE). (NURSERY OF HIS CHOICE FOR USE ON THE PROJECT. 2. POSITION ROOT CONTROL BARRIER AS CLOSE TO STRUCTURE AS PASSIBLE. 3. DURING CONSTRUCTION BARRIER CAN BE PLACED AGAINST INSIDE OF FORMS. . SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE TCSD INSPECTOR'S PRIOR 4. THE RAISED ROOT DEFLECTORS MUST BE FACING TOWARD THE TREE. WRITTEN APPROVAL. 5. BARRIER TO EXTEND A MINIMUM OF 8" BELOW BOTTOM OF HANDSCAPE. 6, FOR MOST TREES 10-12 FEET OF BARRIER WILL BE ADEQUATE. 11. IF A SPECIFIED PLANT SPECIES OR VARIETY IS NOT OBTAINABLE, THE CONTRACTOR MAY BURY ENDS IN 6" TRENCH SUBMIT A PROPOSAL TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION TO PROVIDE USE STAPLES 0 12" O.C. PROVIDE THE NEAREST EQUIVALENT SIZE OR VARIETY. 2. ALL TREES SHALL BE PLANTED A MINIMUM OF 1 JUTE MESH (GREEN COLOR) INSTALL0' FROM ALL PAYING, ON 3:1 SLOPES OR GREATER WALLS BUILDINGS MOW , , CURBS, HEADERS, TURF EDGE, ETC., UNLESS �'' � DO NOT STRETCH -- STAPLE TO OTHERWISE NOTED ON PLANS. SLOPE ® 3' O.C. BOTH WAYS 13. ALL LANDSCAPE PLANTERS, GROUNDCOVER AND NEW SHRUB AREAS OVERLAP ENDS 4„ MIN— USE 6" LONG STAPLES 0 3'-0" ARE BE MULCHED AT THE CONCLUSION OF PLANTING OPERATION. O.C. OVER DOWN SLOPE ENDS 2" DEEP LAYER IN AREAS OF GROUNDCOVER, 2" DEEP LAYER IN ALL SHRUB AREAS CONTINUOUS). GROUND COVERS 14. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THE SPECIFICATIONS OR CONSTRUCTION DRAWINGS OR WALK DETAILS ARE FOR BID PURPOSES ONLY. FINAL 501E CURB _ ; .,, •. . •• —I I II I I—I i •:.�_ • ��, III—i I II I I-1 ,.M' I•.• RECOMMENDATION FROM AN APPROVED AGRICULTURAL SOILS LAB '. � �.•.•,_, • WILL DETERMINE THE ULTIMATE SOIL PREPARATION AND BACKFILL ' •' ''.. I--I 1-1 I IY �rK`R � ;h I ICI I ICI I I=III=w: :. — •�::� -----RO O T MIX. BARRIER •``"� ICI I I--�I I Ii 11=1 I I I I= I i I� I ICI I ICI I ICI ... ROOT .: BARRIER---��` N 15. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE TCSD INSPECTOR PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR �,:: i - _ 7 SHALL NOTIFY THE OWNER OFFICER OF ANY SOIL PROBLEMS THAT �_ MIGHT AFFECT PLANT GROWTH. I I I �— I I-_ I ( I ICI I =� I I---III_ i BACKFILL —I NATIVE SOIL NOTE: BACKFILL ROOT BARRIER ON CURB SIDE TO BE 24" DEEP, ROOT BARRIER ON SIDEWALK SIDE TO BE 18" DEEP. CITY OF TEMECULA NO SCA2 CITY OF TEMECULA BASIS OF BEARINGS ., .s 1� 5 1 -..::,.a JUTE� R OOT BARRIER �' •` � � MESH INSTALLATION q. CALL TOLL FREE THE BASIS OF BEARINGS FOR THESE D Ian Davidson, Landscape Architect 1 --800--422--4133 PLANS IS THE CENTERLINE OF FRONT LANDSCAPE STREET PER IRS 71117 RECORDS OF RIVERSIDE COUNTY, BEING 3744 TENTH STREET, SUITE 200 CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDE, CA 921501 808 888 1483 . FAX 809 888 4350 CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL: 5Gq Designed By Drawn By Checked By 4 ��v 9� IJD SS IJD RECOMMENDED BY: DATE: l ' "a CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor USCGS BRASS DISK CAD THE � ' ���, y or zon a S.E. CORNER OF THE BANK IN Plans Prepared Under Supervision Of Inspector THE SIDE OF THE WALL BECH AS NOTED `� ure IAN J. DAVIDSON 02/27/04 ACCEPTED BY: DATE: �� OLD TOWN SOUTHERN r MARK NO. 600-7-68 * a 05 _._ Date Date Completed STAMPED J-63--1927 Vertical d DIRECTOR OF PUBLIC WORKS/CITY ENGINEER _ `+ GATEWAY LANDSCAPING� ELEVATION = 1005.85 AS NOTED rE` O CFO R.G.E. No. 2651 06/30/05 36617 06/30/8* its::... F CA Expires R.C.E.No. Expires: � � PLANTING PLAN Sheet 10 of 15 LD02-209GR CONNECT INTO EIIISTMG IRRCATCW SYSTEM VALVE No. B21 n11sI_�-I �AS SHOWN ON ME 00 TOWNE STREET IMPROVENEM PROGRW PLANS h`, IY 7MeC PREPARED BY N INC. PETER TO IRRIGATION PLAN. SHEET L23 1• N, CONTRACTOR SIAALL SAWCUT EKISRNG DRIVEWAY AS NEC6 FOR .._.. _. ,_ I /,A', NEW IRRIGTOI MAENUNE AND WIRES. ANN AND WEE SLEEV SHALL f�"laaf- 1 BE GCKFALED PER CITY STANDARD DETAIL AND COWPACTEO 0 LNTCN H , /x' WATCH GWCIIT 5'IMLL MEN BE CAPALL BE IN A ITAMNGCORDA W IM TO MATCH ME E%ISTAP All BY T SHALL BE IN /.CLpDJANGE RH Cm STANDARDS AND AD>ROJm BY THE Cm IN THE FIELD, 9 � 1j .Y T b6A. ' n hl ° 24 /4- f^ I � 0. 3 15IS 125 10 30 J,ra •♦\ I NOTES: y 1. CPA"ONTRACTOR TO PROlIDE SLEEVING BELOW ALL RRIGAPON I^ BE WEE$ AND PIPING.CARRIED E IN SIZE N R TWICE SEEM$ I HALL• \ \� 1 MEAWI EE BUNDLE CARRIEDEZE UTEAAL LINE SIZE OF ' ' I/.- ♦ SLEEVNG SHALL BE A MIMMUM SIZE OF 2. OR TWICE ME DIAMETER OF G\\ I4 \ ME PEE CARRIED. r ^ 2. CONTRACTOR S ADJUST ALL HEADS AS I I I? , I EMLL ANY VVEEfD CAL O9SOTRRoCoONS THAT NAY OCCUR. b A iNCLUDINC BIfT NOT LIMITED TO I.KBfT POLES, FIE E10 15 �i - IT HYDRANTS, ETC VERIFY ALL HUD LAYMT WTM OWNER'S AUTHROZED REPRESENTATIVEPRICR TO COMMENCING wow. ,`\ - A • 3. WSTALL ER CTTY OF TEMECIJ A STANDARD ♦ 1 2 ccW MD\K >NE SP CTIONS WILL BE WIRED PER ME TCSO JOB YT1gQl\OYi L.2oJe-AlZ , 1 /x• (OAS' INSPECTION CARD J CONTROLLER ( E LEGEND) ' '/•• /•- . W,RA LINE I�AINUE LOGDON WITHR C FOR CLARDY ONLY, M TO BE A APINUM 1 ♦♦\ ' \ \ M� OF OFF ADIACENT HARDSGPE AND OTHERM4\K �1KCi \Y- IO OBSTACLES 11 RS AND " 5. ALL RUBBI£FO CIL RITERAL Y. AC ARE SHOWN �IIOt W' ceS DKL C-nMoA 113\CC TO BE WIMN; FOR ER. 8 ONLY. ACIBAL LOCATION TO BE WIMN PUNIER. BUBBLERS SHALL BE �G . 15 5— AoMN MZED REPREsERDkTNEE D AS DIRECTED MR BY urour y 1 " Con�Eo\ pis >n". VQ�UL IK `' N FIELD W OI OWNER'S WORK. ZED REPESENTATNE / PRIOR TO COMMENCENC WORK. _ ReiE_K To CVwMge ovdE4 ## 3 J//// P0C 'A' TO 9EFIEAF 1 1/2- WATER METER. X CONTRACTOR SHALL PROJECE �' HE PRES bdSR-IAMB yFlLpep. COCWHNNATION WITH RANCHO CALIFORNIA WATER DTTRICT IV,IkBBTHON=BAI 1/2i WATER METER �S 1=+ 1.cs\9o��cM_ C.on'!co et BASIS OF BEARINGS i, D,L.A, THE BASIS OF BEARINGS FOR THESE D lam Davidson, Landsospe Arohltsot REFER TO SHEET 1 -5 FOR IRRIGATION LEGEND AND NOTES CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT -800-422-4133 STREET PER IRS 71/17 RECORDS OF " ` REFER TO SHEET 1 -5 FOR IRRIGATION GONSTRUGTION DETAILS °°' '°' 20' '°' ° 20' "' RIVERSIDE COUNTY, BEING I 8744 TENTH STREET, SUITE Boo CONSIDERED TO BEAR N45 30' 01" W. ` RIVERSIDE. CA 99501 5GALE ICI=20' NORTH 404 "S IUS . VAZ 40B Sea 4362 =nspe� BY REVISIONS ACCO DATE BENCHMARK SCALE SEAL, �R' Designed By Drawn BY Checked By Drawi No /`G�> VE Sp', IJD SS IJD RECOMMENDED BY: / '` DATE: 1���' D CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS USCGS BRASS DISK 0 THE r O �f S.E. CORNER OF THE BANK IN Plane Prepared UMar Supervision OF THE SIDE OF THE WALL BECH AS NOT ACCEPTED BY: � DATE' /f����Y I I MARK NO. 600-7-68 • x► [ANJ. DAVIDSON Date 02/27104 / OLD TOWN SOUTHENN STAMPED J-63-1927 Verecsl 4j V DIRECTOR OF PUBLIC WORKS/CRY ENGINEER GATEWAY LANDSCAPING ELEVATION = 1005.85 AS NOTED �rfOFCA R:.E. No. 2651 EKNIaa 06/30105 RcE.rb. 17 Ems: Ofi/30AlRgr rr IRRIGATION PLAN Sheet 11of 19 L002-209GR Y \ 1 .7 22 22 M 1. I 14 i8 ` / \ `\ r 20 �L H% 11 F 1^ / 15'6" \ MavF I^ I 29 I 22 1 LA„ Se�rdie Fcovk Mc.v, \,..� I 1H.2 W \ceS Rol , ti ytrs �dce F<e,'^ e -- rllol WKeS ah� Corn U+• w.kre t11 V41Ve x Gu;Lk Coo(1ec BASIS OF BEARINGS T TT r� THE BASIS OF BEARINGS FOR THESE D I n DDavidson, andeuepe Architect CALL TOLL FREE 1-800-422-4133 PLANS IS THE CENTERLINE OF FRONT ..,, .�� xu 4t REFER TO SHEET 1 -5 FOR IRRIGATION LEGEND AND NOTES STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING I 3744 TENTH STREET, SUITE 200 REFER TO SHEET 1 -5 FOR IRRIGATION GONSTRUGTION DETAILS �' _� 10, o =o' �' CONSIDERED TO BEAR N45 30' Ot" W. L. RIVERSIDE, CA BY6o, - eoe eae It" . PAz see eee uee SCALE "=20' NORTH CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL: \yt✓OSC4 Designed By prawn By Chedeed By Contractor USCGS BRASS DISK o THE &.4�� v ', IJD SS IJD RECOMMENDED BY: DATE: ��-�6'� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. S.E. CORNER OF THE BANK IN o ¢ Ft Plane Prepared Under Supervisor 0l I —� Inspector THE SIDE OF THE WALL BECH AS NOTED 3' ow^c�moMt STAMPED JMARK NO. 60-1927 Ver6gl * * _ IAN J. DAVIDSON 02/27/04 ACCEPTED BY: PATE: Date OLD TOWN SOUTHERN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER GATEWAY LANDSCAPING ELEVATION = 1005.85 ASNOTED TFa CP RC.E. No. 2651 EKpiree 06/30/05 SCE.w. 3W7 06=44-Ne rrl IRRIGATION PLAN Sheet 12 or 15 LD02-209GR i FINISHED GRADE IN TURF AREAS IRRIGATION NOTES PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS EDGE. HEAT BRAND "PB" ONTO LID. AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 36" WIRE EXPANSION LOOP TYPICAL 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES IRRIGATION MATERIAL LEGEND BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE ►, SYMBOL PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS I� = FINISHED GRADE _= = IN SHRUB AREAS T H F GPM PSI RADIUS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. ��� II I III I I�I Q MANUFACT. MODEL NO. / DESCRIPTION III _ _ 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING I f lII i III III—III WIRE CONNECTORS WORK• b.. .� -d�- RAIN BIRD 1812-5-SAM -PRS--VPC-S--Q/T/H--•POP--UP HEAD .01, 0.13, 0.2 30 5 FT 24" I- 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED Cj (D Q RAIN BIRD 1812--8--SAM-PRS--VPC---8--Q/H/F-POP-UP HEAD .26, .52, 1.1 30 8 FT HEREIN BEFORE BEGINNING WORK. 4 V 7 d' `J RAIN BIRD 1812--1 O -SAM-PRS-VPC--10--Q/T/H/F-•POP-UP HEAD .39, .53, .79, 1.58 30 10 FT 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. BRICK SUPPORTS D RAIN BIRD 1812--12—SAM--PRS--VPC--12--Q/T/H/F-POP—UP HEAD .65 .87o 1.3 2.6 30 12 FT "°'•°° r '• a •°A 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD C'� L"� !""'1 RAIN BIRD 1812-15-SAM--PRS--VPC-15--Q/T/H/F--POP--UP HEAD .92, 1.23, 1.85, 3.7 30 15 FT THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. - -�--- PVC ELECTRICAL. SWEEP ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO IF INSTALLED IN CONDUIT. F.1 FA RAIN BIRD 1812-SAM--PRS- VPC--4--EST/SST--POP -UP HEAD 0.61, 1.21 30 4X30 FAT ANY WORK OR THE IRRIGATION R GA O CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES LANDSCAPE FABRIC DEEMED NECESSARY 3/4" ROCK, 3 CUBIC FT. RAIN BIRD 1812--12-•SAM--PRS--VPC-VAN .65--2.60 12 ADJ 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT z RAIN BIRD 1812--15--SAM -PRS -VPC-VAN .92-3.7 15 ADJ AND INSTALLATION. TI I W — N T.5 ® [5 ® HUNTER PGH-ADV/36V-01/04/06 POP--UP ROTOR HEAD .60, 1.4, 2.4 40 25 FT 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: 71 ® [9] HUNTER PGH-ADV/36V--03/05/08 POP-UP ROTOR HEAD 1.0, 1.8, 3.7 40 30 FT 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE ELECTRICAL SWEEPS NOT REQUIRED FOR DIRECT BURIAL INSTALLATION. POP-UP P ROTOR HEAD 1.4, 2.4, 4.9 40 35 FT CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO OPEN E� OAOF M PRODUCT.AL SWEEPS TO BE SEALED USING APPROVED 0 11 12 HUNTER PGH-•ADV/36V--04/06/09 O U EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE POP—UP ROTOR HEAD 1.8, 3.0, 6.0 40 40 FT SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING, ALL SLEEVES m n„t, ,S.a„ Cw.,, 1� 14 15 HUNTER PGH--ADV/36V--05/07/10 0 TO BE AS SHOWN ON THE PLANS. 10 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL r CiTY OF TEMECULA ® P.O.C. 1 1/2 DOMESTIC WATER METER SEE NOTE QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. PULL BOX 03 FEBCO 825Y-1 1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY WITH A 1 1 2" BRONZE WYE STRAINER & POLAR BARRIER INSULATED COVER 11 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS WILKINS 50OHLR BRASS PRESSURE REDUCING VALVE INSTALLED AS PART BACKFLOW ASSEMBLY, SET PER PRESSURE CALCULATIONS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF 1 PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS NOT SHOWN STRONGBOX SBBC--45AL ALUMINIUM BACKFLOW PREVENTION ASSEMBLY ENCLOSURE, PROVIDE WITH PADLOCK AND KEY AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. GRISWOLD 2000—E 1 1/2" ''EPDXY FUSED" CAST IRON, NORMALLY CLOSED, MASTER CONTROL VALVE 12 CONTROLLER, WATER METER & BACKFLOW ARE TO BE LOCATED IN CLOSE PROXIMITY TO EACH OTHER. 13 CONTROLLER TO BE LOCATED A MINIMUM OF 100' FROM INTERSECTIONS TO AVOID TRAFFIC SIGHT PROBLEMS. ® DATA INDUST. IR--220P 1 1/4" BRASS FLOW SENSOR (AS PART OF CONTROLLER ASSEMBLY), INSTALL AND WIRE TO CONTROLLER AS PER THE MANUFACTURER'S RECOMMENDATIONS 14 THE CONTRACTOR SHALL CONTACT UNITED GREENTECH AT (800) 427-0779 AND OBTAIN A REVIEW INSPECTION OF THE CONTROLLER/SATELLITE, MASTER VALVE, FLOW METER INSTALLATIONS AND OBTAIN A LETTER FROM UNITED ■► NIBCO T--580--70 BRONZE AND STAINLESS STEEL BALL VALVE, LINE SIZE PER MAINLINE GREENTECH INDICATING THAT THE INSTALLATIONS ARE AS RECOMMENDED AND APPROVED BY UNITED GREENTECH. Q RAIN BIRD 44LRC QUICK COUPLER VALVE, INSTALL INSIDE A 10" ROUND VALVE BOX 15 CONTRACTOR SHALL INSTALL CHECK VALVES AS REQUIRED TO ELIMINATE POST VALVE SHUT--OFF DRAINAGE. 16 AEROSOL FOAM SHALL BE INSTALLED IN ALL SLEEVE ENDS TO FILL VOIDS AFTER THE INSTALLATION OF PIPE AND WIRES. RAIN BIRD EFB--CP SERIES BRASS PRESSURE REDUCING REMOTE CONTROL VALVE, SIZE AS SHOWN PROVIDE A CHAMPION 200 SERIES ANGLE VALVE (SIZE SAME AS RCV SIZE) ON UPSTREAM SIDE OF RCV ® UNITED GREEN SA6—RB4-•32/FS-125/SRSE/LPP 32 STATION SITE SATELITE/INTEGRAL CCU/CONTROLLER ASSEMBLY WITH TECH STAINLESS STEEL ENCLOSURE, RAIN SENSOR, AND PRIMARY LINE PROTECTION. CONTRACTOR SHALL PROVIDE RADIO LINK KIT TO BE COMPATIBLE WITH CITY'S EXISTING RADIOS. VERIFY LOCATION IN THE FIELD. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONNECTIONS INCLUDING PHONE LINE, ETC., AS REQUIRED BY CITY OF TEMECULA. ® ELECTRIC 120 VOLT, 60 HZ, 2 VA ELECTRICAL POWER FOR CONTROLLER, VERIFY LOCATION IN FIELD WATER Y 1-1/2 HYDRAULIC 96DE LINE 1305 1000 ® STUB OUT STUB OUT FOR FUTURE EXPANSION 1ELEVABON DIFFERENCE 305 132 30 REMOTE CGNIRUL YALYE SIZE I AS APPROVED PVC PIPE 1 1/2" — 2" SCH. 40 AS LATERAL LINES INSTALLED 18" BELOW FINISHED GRADE 18 18 SIZE PSI L S • -•— •---—• AS APPROVED PVC PIPE 1 1/2" SCH 40 AS MAINLINES LINES INSTALLED 24" BELOW FINISHED GRADE ' .75 Ilia r 5 i F 11.0 PSI AS APPROVED PVC PIPE SCH. 40 AS SLEEVING INSTALLED UNDER ALL PAVING, SIZE SLEEVING TWICE THE DIAMETER _ / r HASIER CONIROL VALVE 4 3. PSI 2 . r OF THE PIPE CARRIED, SLEEVE ENDS SHALL EXTEND MINIMUM 12" INTO PLANTER .4 PSI r BALL VALYES 6 2.2 PSI - r 289 FELIJIF MAINLINE, TYE 5.6 PSI •---y- • • --•- • •- AS APPROVED 2" SCHEDULE 40 WIRE CONDUIT it 2.7 —PSI 3.2 SI NOT SHOWN AS APPROVED CONCRETE THRUST BLOCKS AT ALL MAINLINE DIRECTIONAL CHANGES .24 PSI 2 APSI NOT SHOWN AS APPROVED WATER PROOF WIRE CONNECTION WITH COPPER CRIMP, TWO PIECE CAPSULE AND PASTE SEALANT, FOR ALL SPLICES JOTAL27.8 ESSLEE REQUIRED AT HEAD-- 14 #40 PSI NOT SHOWN AS APPROVED IRRIGATION CONTROL WIRE, #14UF AWG DIRECT BURIAL, U.L. APPROVED, COLOR CODE WIRE PER CONTROLLER 67.9 P SI 132 PSI CHRISTY'S VALVE I.D. TAGS, ONE PER R.C.V. TYP. YELLOW BACKROUND WITH BLACK LETTERING) SET FRY OR &V AT 64 NOT SHOWN C ESI + 20 p VALVE NUMBER 35 Q.5 1 35 ---~~~G.P.M. 40 1.5 40 QTY. OF EMITTERS (IN DRIP ZONES ONLY) VALVE SIZE INSTALL PER CITY OF TEMECULA STANDARD BASIS of BEARINGS i,D,L* ,, IRRIGA LION SPECIFICATIONS AND DETAILS (TCSD). THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landsoape Arohiteot INSPECTIONS WILL BE REQUIRED PER THE TCSD CALL TALL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE C 1TE R � --800—422--•41 �� STREET PER RS 71/17 RECORDS OF JB C) INSPECTION CARD. RIVERSIDE COUNTY, BEING ,,� 3744 TENTH I�TRRH'r, SUITE 1430d CONSIDERED TO BEAR N45 30' 01" W. RIVERSIDE], CA s��o� voe aea 12e3 . PAX eoe eea 4359 CONSTRUCTION RECORD DATE BY REVISIONS CCDA DATE BENCH MARK SEAL: �NDSGq Designed By Drawn By Checked By �j Drawing No. SCALE � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 1 y1DS IJD SS IJD RECOMMENDED BY. DATE. Contractor USCGS BRASS DISK ® THE Horizontal .y S.E. CORNER OF THE BANK IN r � Plans Prepared Under Supervision Of THE SIDE OF THE WALL BECH AS NOTED n a LA . DAVIDSON 02/27/U4 ACCEPTED BY: DATE: 1t LLD "TOWN SOUTHERN Inspector ' N J MARK NO. 600-7--68 a �1!` Date DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ,r - 43ATEWAY LANDSCAPING STAMPED J--63-•-1927 Vertical d, XP. �. � mom Date Completed �ql 2651 06130/05 36617 oei3o�e�-ram � ����i��4 IRRIGATION LEGEND & NOTES Sheet 13 of 1� ELEVATION = 10D5.85 AS NOTED � OF CP��� R.13.E. No. Expires R.C.E.No. Explras: • LD02-209GR Irrigation Schedule --- old Town Southern Gateway --- Temecula This schedule to a guideline only and in no way releives the responsible contractor from proper scheduling to maintain plant health. Station # Controller Total Sprinkler Plant Type Prectp Water Peak Valve Flow Type Rate s Da Monthly ET Month y Monthly ET 9L of Highest (gpm) (in/hr) per Week Daily Run y Month ET Time min 1 A 8 Rainbird 1812 Shrub 1.6 6 8 January 1.83 25.78% Water Budget Calculat *ions2 A 17 Rain Bird 1812 Shrub 1•g 6 8 February 2.93 34.59 16- - o r 3 A 15 Rain Bird 1812 Shrub 1.8 g 8 March 3.66 48.42X Old Town4 Southern LandscapingA 9 Rain Bird 1812 Shrub 1.6 6 8 April 4,88 58.4975 C *tyof Temecula 5 . A 20 Rain Bird 1812 Shrub 1.6 6 8 May 5.61 72.32x Site D to 6 A 14 Rain Bird 1812 Shrub 1.6 6 8 June 7.08 87.429 Hvdrozon-e Ares Spray Heads Efficiency 0.7 Rotor Head Efficiency 0.85 Turf Sprays 0 Bubbler Efficiency 0.85 7 q 10 Rain Bird 1812 Shrub 1.6 g e July 7.57 100,00X Turf Rotors 0 Drip Efficiency 0.9 Shrub Sprays 14443 Application Efficiency 0.85 Shrub Rotors 16868 Reference ET 55.4 8 A 15 Rain Bird 1812 Shrub 1.6 6 8 August g gg 93.71X Shrub Bubblers 0 Maximum Allowable ET 0.8 Shrub Drip Areas 0 Conversion Factor 1200 Shrub Plant Factor 0.5 g A 15 Rain Bird 1812 Shrub 1,g 6 September 74,8276 Total Area 31311 Turf Plant Factor 0.5 8 5.74 10 A 15 Rain Bird 1812 Shrub 1.6 g 8 October 3.91 53.45% Process Turf Spray Turf Rotor Shrub Shrub Shrub Shrub Drip Hydrozone Step Areas Areas Spray Rotor Bubbler Areas Description Number Areas Areas Areas q 17 Rain Bird 1812 Shrub 11 1.6 6 8 November 2.69 33.33X Evapotranspiration rate: #1 0.00 0.00 55.40 55.40 0.00 0.00 A 12 14 Rain Bird 1812 Shrub 6 in yr. (Table #1) 1,6 8 December 1.95 25.789: Area of Hydrozone 13 A t g Rain Bird 1812 Shrub 1,g g (sq.ft.) #2 0 0 14443 16868 0 0 8 Yearly 54.80 Plant Coefficient 14 A 8 Hunter PGH Shrub 0.4 6 30 ( Table #2) #3 0.60 0.60 0.50 0.50 0.35 0.35 15 A 20 Rain Bird 1812 Shrub 1.g g 8 Irrigation system distribution Efficiency (Table #3) #4 4.70 0.85 0.70 0.85 0.85 0.90 , ,85 0.85 16 A 19 Hunter PGH Shrub 0,4 6 30 Proposed Irrigation Operation #5 085 0 Efficiency ( Table#4) 0.85 0.85 0.85 Annual ET 54.80 Highest Month ET' 7.57 17 A 23 Rain Bird 1812 Shrub 1.6 6 8 Days in Month 31.00 Plant Factor (Shrub) 0.60 Yearly Plant Water Demand in.per r System Efficiency 0.85 #6 0 0 28 �$ 0 0 Rotor Efficiency 0.85 (Step#1 Spray Efficient x Step #3) y 0.65 18 A 22 Hunter PGH Shrub 0,4 6 30 Total Area Water Demand (0.083x Item#6x Item#2 #7 0 0 33565 39201 0 0 . Result in (Cu. Ft.) 19 A 23 Shrub Rain Bird 1812 1.6 6 8 Irrigation Efficiency (Step#4x Step#5) #8 0.595 0.723 0.595 0.723 0.723 0.765 20 A 13 Rain Bird 1812 Shrub 1.6 6 8 Hydrozone Water Demand (eu.Ft.) (Item#7/ Item#8) #9 0 0 56411 54220 0 0 21 A a Rain Bird 1812 Shrub 1.6 s g 8 115179 Allowable Project Water Demand 22 A 22 Rain Bird 1812 Shrub 1.8 23 A 6 Rain Bird 1812 Shrub 1.6 6 8 110631 Total of All Areas Water Demands 24 A 15 Hunter PGH Shrub 0.4 B 30 25 A 17 Hunter PGH Shrub 0.4 6 30 26 A 13 Hunter PGH Shrub 0.4 6 30 27 A 8.2 Hunter PGH Shrub 0.4 6 30 28 A 12 Hunter PGH Shrub 0.4 6 30 29 A 10 Rain Bird 1812 Shrub 1.6 g 8 BASIS of BEARINGS 30 A 18 Rain Bird 1812 Shrub 1,6 g 8 i*D*L.A., _L. THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landsoape Arohilevt Maximum Total ALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE i c Flaw 23 minutes: 416 1 ~~-800--42 2-413 STREET PER RS 71/17 RECORDS OF RIVERSIDE COUNTY, BEING L3744 TENTH STREET, SUITE 200 Total 6 93 CONSIDERED TO BEAR N45 30' 01" W. IiI"DRRSIDlE t CA 92501 hours: 909 083 1893 , VAX 909 Sea 4352 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL; SGq Designed By Drawn B Checked B SCALE a `,4 y y _ _ DrawingN Contractor 4 Ii IJD SS I Jp RECOMMENDED BY: DATE: ��lG CITY OF TEMECULA DEPARTMENT OF P B 0�USCGS BRASS DISK CAD THE � PUBLIC WORKS S.E. CORNER OF THE BANK IN onzon a Plans Prepared Under Supervision Of Inspector THE SIDE OF THE WALL BECH AS NOTED `Y n uri ACCEPTED BY: - DATE: MARK NO. 600--7--68 �r 3 05 �} IAN J. DAVIDSON Date 02/27/04 OLD TOWN SOUTHERN ®" Date conVleted STAMPED J-63--1927 Vertical e DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Y.<<. f�`'' GATEWAY LANDSCAPING ELEVATION 1005.85 AS NOTED T£ OF CA�fa R.r•.E. No. 2651 Ex Expires 06/30/05 36617 06/30/8 - .. :. . Pi R.C.E.No. Expires. ODD IRRIGATION SCHEDULE & CALCS Sheet 14 of 15 L D02-209G R • °; d PAYING FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN �- - STAINLESS STEEL ENCLOSURE V SE 5TAI E S LT NUT AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. " » -) I ICI I I- SAND BACKFILL COMPACTED SEE LEGEND FOR SPECIFICATION COVER, U NL 5 BO LOW VOLTAGE WIRES, 3 MAXIMUM TO THE DENSITY OF �---- FINISH GRADE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND QCY ONTO LID. EXISTING SOIL RAIN SHUT-OFF DEVICE REFER TO EDGE. HEAT BRAND "RCV" ONl'0 LID.OUTER CASE OF CONNECTOR _ LATERAL LINES _ LEGEND FOR SPECIFICATION IN SCH 40 SLEEVE — CLEAN COMPACTED BACKFILL QUICK COUPLER KEY WITH MALE HOSE BIB LINE SIZED MANUAL ANGLE CONTROL VALVE _ CONNECTION AS SHOWN. CONTROL WIRES B — - I REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. I I I�I I I. I I IRRIGATION CONTROLLER IN SCH 40 SLEEVE A LATERAL LINES, SEE SPECS. F ITC WITH » I=III=) =III=I G CI TYPE SWITCH H 3 3 -- UNDISTURBED SOIL — - - ON-OFF SWITCH FOR CONTROLLER --- FINISHED GRADE '' `" -�-- FINISHM GRADE III i l l=1 I I 111.--III_ =1 I L—►I I- _ -=III=.III= FEII PRESSURE MAINLINE UNDISTURBED SOIL ) — _� IN SHRUB AREAS " IN SHRU9^ AREAS TERMINAL STRIP AND » I I ICI I L�.III=III= = = 4 MIN.IN SCH 4O SLEEVE CONTROL WIRES 4 MI WIRE CONNECTORS,PRESSURE MAINLINE, SEE —-SPECIFICATIONS 1 PVC ELECTRICAL SWEEP FOR — = III—I ---PVC SLEEVES TO BE " i I I=III=FLOW SENSOR WIRESOFt THE PIPET OR WRE - — _ CONTROL WIRES, SEE SPECS. EPDXY SEALANT VALVE ID TAGS — = QUICK COUPLER VALVE BUNDLE CARRIED. =III=I I = .. - III-=I ■ M r PVC SCH 40 FEMALE SEE LEGEND FOR SPEC. DIMENSION A B C D I CONCRETE PAD AS PER CONTROLLER ADAPTER DETAIL ALSO FOR PIPE i I—I i I--I ) (--I I -I I=�I f-—�- ENCLOSURE MANUFACTURER'S SPECS. 2' MIN, STAINLESS STEEL CLAMP 1/2" TO 4" IN SIZE 36" 36" 24" 4" INSTALLED IN ROCK SOIL. (—� —) —� —� BRASS UNION STRIP AND TWIST WIRES FOR PROPERL + r °• o °• • - --- FINISH GRADE ° ° CONNECTION 10 VIEW - ° DIMENSION A B C I I,iII •'' ,':Ar I I�i I 3" PVC ELECTRICAL SWEEP FOR ° ° ' oo�� •` 8• •o ° ' P BRICK SUPPORTS CRIMP COPPER SLEEVE INSTALLED .. . " " " " " — LOW VOLTAGE CONTROL WIRES o ° • U�:�a•°°P BRICK UPPOPVC LRTS E o•O •a °C' S�• 1/2 TO 3 IN SIZE 24 18 4 1 PVC ELECTRICAL SWEEP FOR PR ASSEMBL D SWING WITH RECOMMENDED TOOL Ell I 110 VOLT POWER WIRES PVC MAINLINE PIPE JOINT WITH O E PIECE i I 4" TO Sit IN SIZE 24" 4» -- 3/4" X g®" COPPER GROUND ROD PER SPECS. BRASS MIPT NIPPLE CONNECTOR INSERT =------- CONNECT AS PER MANUFACTURER BRASS NIPPLE TYP. » LANDSCAPE FABRIC MAINLINE, SEE SPECS. TIE A 24 LOOP IN ALL WIRING AT T N vlEw - N.T.S. CHANGES OF DIRECTION GREATER THAN 3/4 ROCK, 3 CUBIC FT 4 x 38 REBAR STAKES, 30 DEGREES, UNTIE AFTER ALL CONECTIONS SCH S C NIPPLE REQUIRED HAVE BEEN MADE. REQUIREDLANDSCAPE FABRIC PLANviEw -,..N_,T.s. NOTE: 3/4" ROCK, 2 CUBIC FT. NOTE: SECTION V,IE<W. N.T.5. SECTION VIEW - HIT.-S. BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN DRENCH. INSTALLATION SPECIFICATIONS. NOTE: NOTE: ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. NOTE: BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DIAMETER OF ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS UNLESS OTHERWISE NOTED, QUICK COUPLER KEY MUST CLEAR VALVE BOX. FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. THE PIPE OR WIRE BUNDLE WITHIN. �I��C1,,�R,�STSp�Ua, BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE INSTALLATION SPECIFICATIONS. f 198�Lana Sr CaruJtin �A� 199i Lana Sre Canruttin 1BB�Luna Swew CanrW Coll 1BB1 Lang Srrm Caro 1pBp larcr Swm CarrwWn Ca r1 IS"Lanes$wm C"Wu CITY OF TEMECULA No ec�.9 CITY_OF TEMECULA CITY OF TEMECULA NO� CITY OF TEMECULA Ira� CITY OF TEMECULA No 'CITY OF TEMECULA W� ,. • '' All WIRE CONNECTOR 1-28 �' SLEEVE TRENCHING 1'-23 �' PIPE AND WIRE 1-24 �` �'' IRRIGATION CONTROLLER I--21 REMOTE CONTROL 1-�19 QUICK COUPLER - 118 TRENCHING f: . ENCLOSURE ,. VALVE VALVE �0. ;`Lkfer:.• :•.tom.:: ;iflea.� oil r FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE BACKFLOW ENCLOSURE SEE LEGEND PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FOR SPECIFICATIONS INSTAL SPRINKLER HEAD FLUSH WITH COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN -- PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN CONC. PAD 4" THICK FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. R/P DEVICE SEE LEGEND EDGE. HEAT BRAND "BV" ONTO LID. BOX TO HE PLACED At RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE FOR SPECIFICATION BACKFLOW DEVICE, SEE LEGEND EDGE. HEAT BRAND FS ONTO LID. FOR TYPE POP-UP SPRINKLER HEAD, SPRAY OR ROTOR EDGE. HEAT BRAND MV ONTO LID. BRASS BALL VALVE TYP. BALL VALVE, SEE LEGEND FOR SPECIFICATION ----- ----- ---� " CONC. PAD 4" THICK PROVIDE SEE LEGEND FOR SPECIFICATION FLOW SEN50R, SEE LEGEND FOR SPECIFICATION MASTER CONTROL. VALVE, SEE LEGEND FOR SPEC. BRASS NIPPLES MIN. 4 TYP. ADDITIONAL DEPTH A9 REQUIRED FOR ENCLOoSgURE FfRTIN0 P R BRASS ELL, 4 REQUIRED MANUFACTUf�ER g ECIFI�AT�ONS FINISHED GRADE " =----- FINISHED GRADE '' 3" - -- FINISHED GRADE BACKFLOW ENCLOSURE PER LEGEND IN SHRUB AREAS —III=III= — IN SHRUB AREAS I I I—III - _ FINISH GRADE _ a» I ) I= i �"'`1- _ 111EE1 I I— " IN SHRUB AREAS11 / -=----INSTALL SPRINKLER HEAD 1/2" 4' MIN. ~EI I MI I I: —T�I I I MIN. WIRE CONNECTORS 4 MIN. PRESSURE REGULATOR IF SPECIFIED =1�I—I -=I I �.)I I _�`------- WIRE CONNECTORS I _ ABOVE FINISHED GRADE IN SHRUB WIRE CONDUIT I I=I I I i I�i I BRASS UNION, 2 REQUIRED - ICI ICI I _- -III II III=ICI —iIh -II •.. �•.' . ';. �' � , :,: ,,,,�,� — AND GROUND COVERS AREAS —III—I I — I BRASS RISERS LENGTH AS REQ. IIIT I—I 24" ---III - I�T�' SIZE AS NEEDED VALVE ID TAGS 12 MIN. " �I �► I-111-111- III—III=I I I� ■ ■ r PVC 5CH A0 FEMALE '; PIPING AS PER BACKFLOW DETAIL c� B -• _�___ =1 — �-,—•UNDISTURBED SOIL PRESSURE SUPPLY LINE FL ,� DEPTH AS PER SPECS. ADAPTER, 2 REQUIRED =1 I H I I - i- IF {=i11=11 111�1T' " 2" MIN ;_ • IT({r, I;111• 24 PLASTIC 'RECTANGULAR VALVE BOX " MIN. 2 MI _ PVC MAINLINE TO FLOW C .p�orp c o D o o PVC MALE ADAPTER a ,po 0 oa o SENSOR, PIPE PER SPECS. PVC MAINUNE TO MASTER VALVE WITHOUT LID, SET TOP FLUSH PRE-ASSEMBLED TRIPLE SWING JOINT, °• ° ° G� • ° 0 8 ' ° ' SCH 80 PVC FEMALE ADAPTER WITH CONCRETE SURFACE PVC TYPE WITH O--RINGEO JOINTS$ °r1 � BRICK SUPPORTS ° ��'��o �;�S�-� ! ° •` 8 `� Y t -- BRICK SUPPORTS U►Y LENGTH YO BPS»OMINIMUM •°•° `�, � , • ob � • • ��Q�-0�+ � l�l�o�� PVC MAINLINE PIPE •�°jp • �� �(� •o � SCH 80 PVC NIPPLE 6" MIN. BRICK SUPPORTS SIZE AS PER SPRINKLER OUTLET BRASS UNION PER SPECISIFICATION BRASS UNION PLASTIC RECTANGULAR VALVE BOX WITHOUT LID, SET TOP FLUSH LANDSCAPE FABRIC BRASS NIPPLE BRICK SUPPORTS BRASS NIPPLE TYP. WITH CONCRETE SURFACE SCH 40 PVC SxSxT TEE FlTTING ' LANDSCAPE FABRIC LANDSCAPE FABRIC 3/4" ROCK, " 3 4" ROCK, 3 CUBIC FT. BRICK SUPPORTS / FILL TO 1 OF TOP LATERAL x SPRINKLER INLET SIZE SECTION VIEW - N.T.S. 3/4" ROCK, 3 CUBIC FT. LANDSCAPE FABRIC PVC MAINLINE PIPE FROM LANDSCAPE FABRIC PVC MAINLINE 3/4 ROCK, 3 CUBIC FT. BACKFLOW PER SPECS. SECTION VIEW — N.T.S. 3/4" ROCK, FILL TO 1" OF TOP PLASTIC RECTANGULAR VALVE BOX r PRESSURE SUPPLY LINE PVC MAINLINE PIPE TO SET FLUSH WITH CONC. SURFACE MASTER VALVE PER PVC MAINLINE SECTION VIEW - N.T.S. CONC. PAD 4" THICK PROVIDE LATERAL LINE SEE SPECIFICATIONS VALVE BOX SPECS AND PLAN. ON VIEW - N.T. ADDITIONAL DEPTH Al REQUIRED FOR TYPE ANC? DEPTH REQUIRED SECTION VIEW_- N�T.S. FOR ENC Fg?f E FOOTING, PER "�". MANUF. S c% . BALL VALVE .. . . . . NOTE: PLAN VIEW - N.T�, NOTE: »NOTE: NOTE: NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE Q BACKFLOW DEVICE, SEE LEGEND INSTALL SPRINKLER HEADS 6 FROM PAVING EDGE IN GROUND COVER AREAS. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL FLOW SENSOR AS PER THE MANUFACTURERS RECOMMENDATIONS, WIRE TO INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. FOR TYPE INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. IRRIGATION CONTROLLER. UNLESS OTHERWISE NOTED. -:-: BACKFLOW ENCLOSURE SEE LEGEND INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN--STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF FOR TYPE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALLATION AT MAIN LINE DEPTH. OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. PLAN VIE)Y N.I.S. USE TEFLON TAPE ON ALL THREADED FITTINGS. mC d 1B0!Lana warn ConwNln �C ri 19Bi Lana Swan Cau ap Ca i99b Lam*5rrr Cant �Cap M 199�Lana Sr.r Cvnruld Co 198�Lm,a Srrrn Ca,miNin C 1BB�Laacr S Con,Wtin CITY OF TEMECULA No CITY OF TEMECULA No CITY OF TEMECULA NO _ _ CITY OF TEMECULA _ -N0� CITY OF TEMECULA NO r CITY OF TEMECULA Now BALL VALVE 1-16 FLOW SENSOR 1--15 MASTER CONTROL 1-14 �'`` � � BACKFLOW PREVENTER 1-11 $ � x BACKFLOW ENCLOSURE 1--1n �' 'AA``' POP--UP SPRINKLER 1-2 � ►' f.o�;: � � e VALVE �� :° �,f :� . ; �.:°�� 12 -111-11 MIN (6) ELECTRICAL PEDESTAL 8" 12" r` d • • • d t. E CONTROL a 4" THICK CONCRETE ~ �° a co PAD. MEDIUM BROOM FINISH -- SAN DIEGO • '• d d BUFF COLOR v e BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE Ian Davidson, Landscape Arohiteot CALL TOLL FREE PLANS IS THE CENTERLINE OF FRONT LANDSCAPE ! CURB 1 --800--422- 413� STREET PER RS 71/17 RECORDS OF SIDEWALK RIVERSIDE COUNTY, BEING L3744 TENTH STREET, BUITn 900 CONSIDERED TO BEAR N45 30' 01" W. RIVERSIUB, CA 99601 -- 909 sea lass . ]VAX 909 883 43152 1-17 IRRIGATION CONTROLLER PAD CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: DSGq Designed By Drawn By Checked By Drawing No. :oso" q'� IJD SS IJD RECOMMENDED BY: DATE: � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor USCGS BRASS DISK C� THEHorizontal S.E. CORNER OF THE BANK IN Plans Prepared Under Supervision Of THE SIDE OF THE WALL BECH AS NOTED ACCEPTED BY: DATE: 1f' V ,OLD TOWN SOUTHERN ■®r Inspector q" ' IAN J. DAVIDSON 02/27/04 WILLIMARK N0. 600--7---68 � e 05 ..r Date .,... ,`. .:,.;. STAMPED J--63---1927 Vertical xp- » DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ti•,A',• GATEWAY LANDSCAPING [date Completed J'J► ` AS NOTED �rF �o 2651 06/30/05 36617 06/30/6+pd IRRIGATION DETAILS Sheet o 1 ELEVATION 1005.85 OF CAS R.�.•.E. No. Expires R.C.E.No. Expires: L 002-209 G R