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Home My WebLink AboutBook 8 Page 359 Lot 121 Landscape �Ar GENER& NUES Aft 1 . CONTRACTOR SHALL APPLY TO THE CITY OF MURRIETA, ENGINEERING DEPARTMENT FOR AN Cily OF MURRI TA ENCROACHMENT PERMIT FOR ALL WORK WITHIN OFFERS OF DEDICATIONFOR PUBLIC USE. WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. JAGKSON AV1:NmAmUE 2. NEITHER THE CITY NOR THE ENGINEER OF WORK WILL ENFORCE TY MEASURES REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, INTAIN ALL SAFETY _d DEVICES INCLUDING SHORING, AND BRACING SHALLSOLELY RESPONSIBLE FORAM CONFORMING TO ALL, LOCAL, STATE, AND FECAL SAFETY AND HEALTH STANDARDS, , - ftw LAWS, AND REGULATIONS. � � � �� ` 3. CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE R "" '`CANS I B I L I TY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THIS PROJECT, C I NOm 80A"'6` 35 I NCLUD ING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL 1A APPLY CONT T Y AND NOT BE LIMITED TO NORMAL WORKINGT T e' Rm CONTRACTOR SHALL DEFEND, INDEMNIFY, CITY I HARMLESS � , FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITYARISING , xx NEGL T GENCE OF THE CITY OR ENGINEER. totr lm..M . _ . ..4 4. THE CONTRACTOR TAKE NECESSARY S TO CT CT , ADJACENT PROPERTY FROM ANY EROSION SILTATION T RESULT FROM ITS ` a............I.....-..a 5 & 1 OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY SALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC. ) UNTIL SUCH TIME T THE PROJECT IS COMPLETEDr AND ACCEPTED FOR MAINTENANCE BY THE CITY. 11 0111 44 43 42 11 1111111401 1 393 37 33 3 4 1 5. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONTRACTOR'S S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF UTILITIES OR STRUCTURESIr PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION UTILITIES AND NOT I F I GAT I ON OF COMMENCEMENT OF WORK: A CITY OF MURRIETA (951) 304-C Irlkof AVE , UNDERGROUND SERVICE ALERT { 422-°4133 (GALL 2 DAYS BEFORE YOU DIG) EASTERN MUNICIPAL WATER DISTRICT 951) 928-3777 RANCHO CALIFORNIA WATER DISTRICT 951) 296-6900 WESTERN MUNICIPAL WATER DISTRICT (951) 677-7667 TIME/WA (ADELPHIA CABLE) (951) 766-42 TIME/WARNER (COMCAST G 95 ) 549-39 AT&T C 925) 944-8416 AT&T CALIFORNIA 714) 6-� 1 15® � 15fl 30O 45Q PACIFIC BELL TELEPHONE ( ) 422°-41 VERIZON / GENERAL TELEPHONE ELECTRONI CS (951) 929-949 SCALE. 1"=15 T TO 1 MILINITY MAP. SOUTH CALIFORNIA GAS COMPANY { 355-7507 SCALE SOUTHERN CALIFORNIA EDISON 951) 928-6272 TKNAS GUIDE: P 28, E-7 R I VERS T DE COUNTY FL CONTROL. DISTRICT (951) 955-12 P . E-1 F--1 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE GENERATED FROM RECORD PLANS. THE CONTRACTOR LL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY" LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESEPLANS. ALL DAMAGES THERETO CAUSED UT I L I I SEEI BY THE CONTRACTOR SHALL BE REPAIRED TO THE SPECIFICATIONSSTANDARDS OF THE APPLICABLE AGENCY AT THE EXPENSE OF THE CONTRACTOR. 1 . WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED. ET 1 . TITLE 7. CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM CALIFORNIA DIVISION2. T VERIFY UTILITY T T VI ALERT IPLSTA. 43+28 - 33+� INDUSTRIAL SAFETY (CAL OSHA), IF REQUIRED, F . AT 1- 7-2f AT T I A T YEXCAVATION. PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR TO START OF WOW. 3. EQUIPMENT MATERIALS SHALL BE STORED IN A NEAT AND PROTECTED . STORAGE SHEET 3. PLANTING PLAN STA. 3+50 - 22+ 3 8. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WOW TO BE DONE LOCATIONI CITY INSPECTOR. SHEET 4. PLANTING PLAN STA. 2+50 - 31+00 SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION . 4. THE CONTRACTORILL CONDUCT HISOPERATIONS TO OFFER THE LEAST POSSIBLE SHEET 5. PLANTING PL. _ MITIGATION A NOTIFY CITY AND ENGINEER OF DISCREPANCIES I OR TO COMMENCEMENT OF WOW. OBSTRUCTIONINCONVENIENCE TO PUBLICTRAFFIC, TRAFFIC SHALL BE PERMITTEDTO SHEET 8. PLANTING LE , DETAILS P I LIT INCONVENIENCE Y POSSIBLE. 9, ANY WORK D WITHOUT INSPECTIONOR MATERIALS TESTING IS CT TO V S IO Y I T 7, MITIGATION AREA LEG TES AIL OR CORRECTION AT CONTRACTOR'S E . 5. EXISTING TRAFFIC SIGNALS LIGHTING Y T I OPERATION F T • 10 CONTRACTOR SHALL BE RESPONSIBLEFOR REMOVAL OF Y DAMAGE TO EXISTINGT . IRRIGATIONPI.. STA. 43+26 �- 33+5 IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE CITY ENGINEER. BENEFIT OF THE TRAVELING PUBLIC, AND TO MINIMIZE Y INTERFERENCE ITH ROUTINE T 9. IRRIGATION STA. 33+50 - 22 +IN EXISTINGS I ,. WHENEVER THE CONTRACTOROS OPERATION CREATES A HAZARDOUSITN TO TRAFFIC0. IRRIGATION PLAN STA. 22+ _ 31+00 NNQL I I I Qb1 NO TO THE PUBLIC, HE SHALL FURNISH AT HIS OWN EXPENSE, SUCH FLAGMENT 11 . IRRIGATION - MITIGATION NECESSARYARE TO GIVE ADEQUATE WARNING TO THE PUBLICSHEET 12. IRRIGATION LEGEND AND NOTES 1 . PRIOR TO THE REMOVAL OF ANY PRIVATE IMPROVEMENTS (INCLUDING LANDSCAPING CONDITIONS. L ALSO FURNISH, ERECT AND MAINTAINIC IRRIGATION) THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE REMOVALTHE LIGHTS,TS, I , AND OTHER DEVICESY TO PREVENT ACCIDENTSINJURY TO SHEET 1 . IRRIGATION DETAILS CITY ENGINEER. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND THE PUBLIC. PROPERTY OWNER FOR SITE INSPECTION IMPROVEMENTS PLANNED FOR V . 7, WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTSIPROTECTED OR SHALL BE THE LIMITS OF REMOVAL SHALL BE ADJUSTED AS DIRECTED BY THE CITY ENGINEER. REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONS , SECTIONS 8700 2. ALL PRIVATE IMPROVEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY REMOVED TO TO SURVEYOR'S ACT). FAC T L I TATE THE CONSTRUCT I Cal OF THE NEW IM PRIO VEMENTS SHALL A IN-KIND . ALL EXISTINGSTREET SIGNS, ROADSIDE MARKERS, ETC. , SHALL BE PROTECTEDAND/OR BY THE CONTRACTOR, TO THE SATISFACTION CITY ENGINEER AND PROPERTY REPLACED IN KIND TO THE CURRENT CITY STANDARD PLANS AND CURRENT TRAFFIC MANUAL, OWNER. AT NO COST TO THE CITY. CONTRACTOR SHALL NOTE THAT THIS PROJECT 9. THE EXIST04CE AND LOCATION Y UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN INCLUDES LANDSCAPE, IRRIGATION AND RELATED BASIS OF ARIbk- ON THESE PL" WERE OBTAINED BY A SEARCH OF THE AVAILABLES. TO THE BEST IMPROVEMENTS WITHIN THE CITY'S OF MURRIETA AND OF OUR E, T I TI IL TI X T T A. S 0 WISE SPECIFIED INTHESE T BEARINGS FOR THIS SURVEY ARE BA LINEBETWEEN STATIONSCONTRACTOR S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT PLANS AND SPECIFICATIONS, ALL WORK PERFORMM "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, GRS80 ELLIPSIOD, 6CS83, EPOCH ALL UTILITYLINE, INCLUDING LINES T SHOWN ON THESE PLANS OR NOT OF WITHIN THE CITY OF MURRIETA SHALL 13E 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF RECORDS , MAINTAINED AND INSPECTED OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO APPLY TO THE CITYIC REQUIREMENTS OF THE CITY OF MURRIETA. BEING N 52°49'02.84" E. MURRIETA ENGINEERING DEPARTMENT, FOR AN ENCROACWNTT FOR ALL WORK ON ALL WORK PERFORMED WITHIN THE CITY OF TEWCULA EXISTING CITY MAINTAINED I I Y WORK WITHINDEDICATION , MAINTAINED AND INSPECTED F I APPLICABLE REQUIREMENTS CITY THE { ►F' '� 1. ANY SERVICE SHUT DOWN SHALL BE DONE AT NIGHT, PRIOR TO ANY SHUT DOWN, THE CITY OF TEMECULA. ANY CONFLICTS T AR I S E TOPORAPHIC SURVEY CONDUCTED BY RBF CONSULTING 04/14/2008 CONTRACTOR L NOTIFY THE DIRECTOR, I , CUSTOMER, FIRE DEPARTMENT, BETWEEN STANDARDS SHALL BE BROUGHT TO THE , a- SERVICING WATERDISTRICT, AND ALL OTHERSC Y THE SHUT DOWN A MINIMUMATTENTION THE CITY OF MURRIETA PRIOR TO ro T (2) WEEKS IN ADVANCE. PERFORMING THE SUBJECT WORK. DECLARATION 12. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. N 3. THE APPLICANTIS HEREBY NOTICED THAT THEY MUST COMPLY WITHL STATE AND FEDERAL �- I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, ENDANGERED SPECIESLAW. THE CITY OF MURRIETAIS NOT RESPOI61BLE FOR ANY SUCH THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGNCT ' � VIOLATIONSTATEL I TO THE ; DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS . AND THAT THE NON-COMPLIANCE. DESIGN IS CONSISTENT WITH CURRENT ST • 14. LOCAAVAILAONS AND DEPTHS BLE EF LOCATIONS ERGROUND UTILITIESAPPROXIMATE � I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGSSPECIFICATIONCITY z OF MURRIETA IS CONFINEDTO A REVIEW ONLY S NOT RELIEVE L LATERALS 0 DRAWINGS. TI EXISTING AS, WATER ARCHITECT OF WORK, OF MY RESPONSIBILITIES F CT DESIGN. ' 5. CT IS SI F COORDINATING K T OF ALL UNDERGROUND FACILITIES . I TO Y EXCAVATION I _ RBF CONSULTING z w 18. CONTRACTORIS R FORI IC LOCATION AND DEPTH OF ALL 40810 COUNTY CENTER DRIVE, SUITE 1OO FACILITIES. WHERE THE T I ICI EXISTS TEMEGULA, CA 92592 UNDERGROUND PHONE: {951 -fi7fi-8O42 BETWEEN "DRY" UTILITY IMPROVEMENTS, CONTRACTOR SHALL COORDINATE THE TIMELY FAX: {951�-87fi--?24C} RELOCATION TUTILITY T UTILITY � CONFLICTS FOUND BETWEEN EXISTINGAMAINS/LATERALS , IMPROVEMENTS Y THE CONTRACTORY RELOCATING THE WATER ' f DATEMAIN/LATERAL S DETAILED ON THE PLANS. J A DREW ,.X A9/30/13 N " C.A. f . 3152 I ` SHEET CITY OF MURRIETA I . ART v PLANN#Nth tsl�> GM ONS"t'FliJi�1IONAW I (� . .�'. c MAE,SVn 100 TE .c CAlf<~sz n CONSULTING 67S. *FAX 9M,676.7240 g wmAW.00m TMLESHEET < CITY OF I Y 7 � � N { ` �'r «0 RECOMMENDED BY: e.a DATE: ® Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE G r. y e�E � roe PPROVED RIVERSIDE T-59 1: I DI IN SCALE P PARED BY DATE ` ACCEPTED BY. DATE: v a Call: TOLL FREE . LOCATED 124.8'W. IT KE I TH - /, ------ MOMT / Ln �`r � NOR I ZONTAL ®I C 4F IC /CITY I (a �JfP. r.,... .,........a.,.,..,.� 41V CTORLOF PURL I C WORKS �� 1-8OC} 47.6N. OF A 2' A 6' IN LINK ,E GE O MOR I NG DATE AS NOTED • t � a ��tia� 422-4133 A STATION SITE 10 N. PARKS MAINTENANCE BY. `E ACT WIN' NO. Q CITY OF TE CULA DATE INITIAL P.P. 2075052E; FIBERGLASS WITNESS T 1' NORTH. VERTICAL CAL DATE INITIAL BY: JA a SUPERVISOR REVISION DESCRIPTION 07-311 � R.C.E. No. 47109 EXP I RES: 12/31/11 TWO WORKING DAYS BEFORE YOU DIG DATM NGVD29 DATE. 1-31- VAT I . 1199.072 CITY OF MURR I ETA AS NOTED R.L.A NO. 3152 EXP. DATE 9 i ENGINEER of ° CITY ovAL F I PL CONSTRUCTION NOTES l$t a++$`++-ia♦+++®f s e+.0y++,+a t++++++++ "4+-a+++*+-+++.+4+#g,„++`+.tg,++,,�,4,-#$#+#+.a i�♦+ @. t a a + s a + +++ a + t t+a++ 4 #+ + + + + # + 4 INSTALL NSTALL 6_ WIDE C O N CRETE MOW C U R B P ER VALLEY DETAIL ,D SHEET 6 INSTALL ROOT BARRIER'S PER CITY OF MURRIETA STD DWG S 614A AND 614E EXISTING PLANTING AND IRRIGATION ON + + + + i PRIVATE PROPERTYDISTURBEDDURING CONSTRUCTION SHALL BE REPLACED + aai + a $ /+ + 4 + + + + 4+++ + + + ++++a t a+♦♦i+++++ + t+o+ + ++da+++aa+a+++$>$ # IN-KIND BY T CONTRACTOR0 H t t� � 11111111: Bill - SATISFACTION OF THE CITY RESIDENT + + a + + + a �+ 7 + + $ + + + + + + + ENGINEER + + + + + + t P+} ++ + ++t++++++++# ++++++++++#++++++ + + + t + t + iALIGN + +++ + + + + + + + + + + + + a + a + + + atat + + ta + +++++++ + + + + +a++++++++ ++a+ + + af + + + 4 + + + i + + a r + + + t t a+ # + ++ + 4+ + P + + + 4 . r + + } 4 + t4 + t + + + t ft + + a f + f + + f+ # + + aa + ta + + + + i + + aa a a+ + # + a e + + a # a + + + + + a + + + a # $ ALIGN WITH TEMECULA TYPICAL FOR EVERY ' 7 — — — — — — — RV PROPERTY LINE — — — PARKWAY AND MEDIAN — TREE 4 413 42 1 . 41 �0 4Q co 3: 10 ............... w mi z 1,111 JACKSON AVENUE X w A A A A 5 C.r. 6'Ono E E"210 F 00 ffil"h F"I L A N T I C 4 3 LEGEND, NOTES9 AND DETAILS 1&0 R.O.W. TEMECULA VALLEY RV $ + a + P t 4 4 + + 4 4 i @ + $ + a + # 4 t 9 4 sYr'sY�Ws�! P..M.st Mom► + f V�■'�► $ i t b + + i t 4 $ t d a t + + + t + t + 4 a + # i i ♦ + f 9 t i i + + + i # + a + + +++++++++}+++}a}+}++ # # + 4 + + + t + + a ALIGN $ 4 a + + i + + $ + + a a + + + # + +}+++++ }++$}+}+}+ a + P f t 6 4 ♦ f t + + t t 0 t 4 + + + 6 + + + + i + + + t @ + P 4 + t + + $ a a + $ @ + + + + $ 4 # i + + t 4 + t + + a t 4 ♦ 4 t ♦ + ♦ ♦ + + $ $ # 4 ♦ + } + a + + ®-`4}6�f-°' t # + + 4 + @ t 4 t 4 + + t 4 $ + + + 4 4 ♦ t P t + t + a + + 4 4 $ + + $ $ t 4 P 4 $ 4 + + + + 4 ♦ ♦ + 4 # 4 ♦ i + + t + $ .... + + 4 4 t +♦ ♦ t t a4++ ♦ + Fes+ +# $ + + + + ♦ + 4 $ $ + + 4 + + + # t t + + + + $ t + t + + $ «.... �» »� �.. +++++t ...,� ..� e... ,... �.,. .e. ...e .... 4 4 + 4 + + + + t 4 + + $ + + + + $ i # + + i + t t $ a t 4 + t t + + t $ a t $ 4 + t $ t 4 + t 4 t t + ♦ + i + a $ a + + + $ t $ + + + } } } + + + 4 4 + # + t f + + + + r t t r � TYPICAL FOR EVERY ALIGN WITH TEMECULA — — — — _ \&� PARKWAY AND MEDIAN 1 — — — — — — — — — — RV PROPERTY LINE — — — — — — — Y _ — — — — — — — TREE — co 38 37 36 ------------ > X LU 0 W 3 in 3 mmwm JACKSON AVENUE =010 w In 0 LED zj Ld r- rn �TC z <C -' 20 0 20 40 60 !{ NOTES: SCALE: 1"==20' co ALL. AREAS DISTURBED TO FACILITATE PUBLIC 1 OV ' 'NTS NOT RECEIVING PLANTINGIRRIGATION SHALL RECEIVE EROSIONi CONTROL CIVIL PLANS. DS �, ET CITY OF ETA SHEETS Aft ©.. IR IARTT v 104 PLANNING E DESIGN CONSTRUCTION Ci C) x� <C x / ---� 4=1 OWNTY CENTER S11TE 100 Cl . 30 2013 'd' TEMECULA,CALFORNIA 92691-6022 C) CONSULTING 961.676.8042 FAX 951.676 7240■ wwwFBF com U C,A�-1 00 RECOMMENDED BY: Underground Service Alert BENCH MARK APPROVED FOR S I GNAT E r, � APMVED vORE YpG RIVERSIDE COUNTY C T- 81: ALUMINUM DI IN SCALE PREPARED BY DATE c� AG BY: DATE: Q Calf TOLL FREE L 124.E I I �I�r►`' -�— BATE ,n c`� HORIZONTAL I t�F IC /CITY I OP. tE 3C# I3 j DI BUTLERIC WORKS 1-800 7. 'N. 4F A ° 2' . A 6' I LI GEOR ORING DATE �� _ A STATION SITE 10 . AS NOTED . DWN BY: CT . ING . CITY OF TE 422 4133 PARKS MAINTENANCE DATE INITIAL DATE INITIAL P.P. 207 �► FI GLA I T 1' . SUPERVISOR VERT I CAL ------- REVISION DESCRIPTION �Y° `- 07-3�1 n �r No 072 I W CITY OVAL. FIELD �- R.C«E. MTV« "�'�1 __EXPIRES: � 7W0 WORKING DAYS BEFORE YOU DIG DATUM: DATE: 1'" 1` ELEVATION: 1�I .tit�G. CITY OF MURRIETA AS NOTED R.L..A �152 EXP. DATE � �1 -� LlNq i KU%o i1UN NOTES 1 INSTALL CONCRETE MEDIAN PAVING PER CITY OF TEMECUL.A STD. DWG. NO. 112 INSTALL MEDIAN INTERLOCKING CONCRETE PAVERS PER CITY OF MURRIETA STD. NO. 115 INSTALL ENTRY MONUMENT PER CITY OF MURRIETA STANDARD. SEE SHEET 4 SEE SHEET 5 _t(� G) INSTALL. 6" WIDE CONCRETE MOW CURB PER k%TCHLINE b DETAIL 'D SHEET 6 1 INSTALL ROOT BARRIER'S PER CITY OF f MURRIETA STD DWG S 614A AND 614B WARM SPRINGS CR - R.O.W. ANN& 12 INSTALL 4" DEPTH "PALM SPRING GOLD FINES"8DECOMPOSED GRANITE AND COMPACT '"`° " "'� 90% TOP OF DG TO BE FLUSH WITH + + + + + $ + # + + + 4 + + 4 + ♦ + + t + + + + + + + + t 4 i + + + + + + + + i $ + t t + a Ell4 + + + + f @ # + + a + + + + # + + + # a + t + # + ri + + + r + aria + + t + + $ + +�c►+ + + ADJACENT HARDSCAPE• $ i $ 0 f f ♦ ♦ # + 4 i i # + 4 f + # + $ + + i + @ $ i t 4 ! + + i + 4 $ i 4 4 ♦ + 4 + $ + + + b + # $ + + + + + 4 + + + + $ b 4 + + + a + r 4�4 4 @ # @ + ♦ 4�4 4 4 4 +�4 # 4 + +++ + + 3 + # + r + + + + + 4 + ♦ + + + + 4 # # + t + + ! + a + + + # + + + + + + + ♦ + + + + + # ♦ 4 a 4 + + + + + + + t + + 4 + r @ # + + t 4 i + + + 4 + + r + + + + $ + + + $ + + s ♦ + + + # + + + + ♦ a $ + + + + + a ♦ a + # + + + + t + a + + + # + + a ! + ♦ t + t + # + + r + t a + + + + + + r 4� + @ + + + + + + + + + i + + + # + UJ TYPICAL FOR EVERY PARKWAY AND MEDIAN 0 — — TREE — _ — — — — — — _ — — — — — e __ — — — — — w Mai — ... 2 2 2 fi 1111111111115 .j LU X (0 t x \ \ \ 33 32 31 30 Uj too- rr/1�. // / %%%/ 11%fib/ JACKSON AVENUE 2 -> ELM fm..s1KEET # i + + #+ ♦++++++ s + + #a++++++++++ +a#++¢+ + + + t + + + + + a �, + + + r + + ++ + a + a + $ ♦ ra ♦ t $ $ $f+ $ l# +. + + a + + $#+++t+♦a++++++$ ++ t # i ♦ $ + # a + $ i + $ + $ + $ + + + + + tALIGN WITH DIRT + W t 'ACCESS ROADMATCHLINE SEE SHEET 5 SEE SHEET 6 FOR PLANTING LEGEND9 NOTES9 AND DETAILS 1 .� —1 1-•^.+ .+.a� a•a; a•'a:t•:$•:$.t,•a � 'a '-�,ii$;.!:. .+,�-.•��$�--}•♦m•a:v -+ a't, r•. 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A # + + + + + + + + + + + + # + i + + + + $ i + + t ♦ + a + t + ♦ i + + ♦ + + + a + 4 + + a + + + a + + r + a + a + $ + + + + ♦ + + + + b r + ♦ + i ! $ to +•-+-+ + + + + + 4 + 4 + + + + + o + ♦ + js� /�'`� a w .�•�a a,.,r„n..�..�r, ..+ # a + r i $ + + # a + TYPICAL FOR EVERY S PARKWAY AND MEDIAN TREE co 6 2 6 CENTER OF MEDIAN 1 ' �i/j 1r1i. \\\\,\ t 1 1%'. '1/• .•1f •% /. /1 1 ./ •. /1 1 1 1 • 1 ~ ~ \.�'.\\\\\ \\ 23 LU Mf 1�mf 1 / / / /.-- AN�/Ntnl /. %/. / i %1j%/j%/ .%/%/`l/%f//// 1j/.fj/.!j/- \ ti��ti\�4 ..`..i.titi��\\\\\\ti\\\\ / / \\\\\\\\\\ \\\\`..\\\\\\\\.\ "^' 00 w JACKSON AVENUE 1•J. L N Q 7Fs— 5s — —s(s-- _ _{,— __ —s s— - --s s— - —s(s— — —+Cs- — —s is— — --s Is— — --t t-- _ -y s- -t�s— / r J -- — /� e-- — — — — — — —( _ — — '�� — — ( ~- — -{fs— — —s(s— — 1 —t(t— — cts ~ _ `sI'`- -- —r(+_ �1i-- ``2©� < o f 20 0 20 40 60 !� n NOTES. SALE: 1"=20' 00 ALL AREAS DISTURBM TO FACILITATE PUBLIC I VE TS NOT RECEIVING I IRRIGATION LL RECEIVE EROSIONi CONTROL PER CIVIL PLANS. D a 1� SHEET CITY OF E . SHEETS I-`. ENG I ER I DEPARTMENT v Uj •• ,,. PANNINGDESIGNCONSTRUCTION (Y Li LMD8QsJ2E. 1MF1W%ffiMEW PLMSi N40810 COUNTY CENTER DRW SUITE 100 p EP 30 2013 TEWCULA,CALFORNIA 92591-6022 JACKSMAMME CONSULTING 95L676.8042 g FAX 951.676.7240 a cram U all 00 REC D BY: Un rgrti�snd rvice Ater# BENCH DARK APPROVED F SIGNATURE CAS _ r, OE� APPROVED ORE YOGo RIVERSIDE T�- —61: AL I DI IN SCALE PREPARED BY DATE OATS AC YM DATE: C�II TOLL FREE L. 124. 1. I I TH c "�i► l� .. �� HORIZONTALrig& �-- .. ER OF II* JCITY I Eli. t�tiE 13 1_�{�p IN LINK GEORGE OR I NG DATE ��- DIi�CT IC WORKS �� CITY OF TEtt L �'►► 2-4� AMM A STATION SITE 1®'N. PARKS MAINTENANCE AS NOTED DATE INITIAL DW BY: CT . INC < faNs, P.P. 207505�,SET F I I T 1 NORTH. SUPERVISOR VERT I CAL. � REVISION DESCRIPTION �e. DATE INITIAL BY: JA 07 311 � R.C.E. No. 47109 EXPIRES: 11 TWO WORKING DAYS BEFORE YOU DIG DATLU NGNM DATF- 1-31-83 ELEVATION11 .072 CITY M4URR I ETA AS NOTED R.L.A NO. 3152 EXP. DATE 9/30/1 3 ENGINEER W ° CITY OVAL FIELD ALIGN MOW CURB CONSTRUCTION NOTES 1., 4 ...... 'j WITH PROPERTY LINE I INSTALL CONCRETE MEDIAN PAVING PER r,;W;v 7 CITY OF TEMECULA STD. DWG. NO. 112 INSTALL 6" WIDE CONCRETE MOW CURB PER DETAIL 'D SHEET 6 JOIN EXISTING MEDIAN PAVING INSTALL ROOT BARRIER'S PER CITY OF 4.1 47. MURRIETA STD DWG'S 614A AND 614B + + * * + + + + + . . . . . . . . . . . . . . +++ + 4+4 4 ++ +4-+++++ + + + + + + + + + • + + + + +* I A E 83 EXISTING FENCE AT TOP OF SLOPE TO BE oit PROTECTED-IN-PLACE EXISTING CITY OF TEMECULA LANDSCAPE AND IRRIGATION TO BE TYPICAL FOR EVERY PROTECTED-IN-PLACE. ((t (bPARKWAY AND MEDIAN 1#I 1 1 9 QO) PROVIDE 3" LAYER OF BARK MULCH IN 0 TREE DISTURBED AREA. PLANTING AND to — -t- — IRRIGATION TO BE INSTALLED BY OTHERS. + 5 9 11 REPLACE IN KIND EXISTING IRRIGATION SYSTEM AND LANDSCAPE DISTURBED BY CONSTRUCTION OF STREET IMPROVEMENTS 22 MAINTAINED BY CITY OF TEMECULA ----------- 13 INSTALL ROOT BARRIER'S PER CITY OF j.Iff-Al TEMECULA STD DWG P-5 Uj - - LU T LIMIT OF WOR JACKSON AVENUE 0 Lj La-i Uj :D w LI_ LL_ T 0 _j o mitNG 3 U NOTE89 AND PR�CA24"CONATURALCGREYPRCA24", NATURALCGREY24 x 24 x PRECAST CONCRETE SIGN PANELS V WITH ETCHED IMAGES, TYP ALL SIDES A A GROUT 400's 4 0 ROCK VENEER W/ ANCHORS TO CMU BLOCK 7'77 FIG FG V 6" 6 B B L CONIC FOOTING 1 0 #5 EA WAY I 7K (8 TOT) &C 3" CLR 2$6" TYP 1$6" SO" ELEVATION SECTION C-C VARIES 2'0" Min 310" CONC FOOTING TO 26" M a x 6" Cmu E PILASTER UNIT W SOLID GROUT 5 VERT �. 14 TOT) 3"0" 2*6$t VARIES 2'0" Min #3 TIES TO 2'6 M a x 0 8 Ln z 1`4" SQUARE < SECTION B-8 SECTION A-A < z UJI STONE VENEERED PIER MONUMENT (CITY OF MURRIETA STANDARD) . 0 CD ENTRY MUN MENIT N,T.S 20 0 20 40 60 NOTES.- SCALE: 1"=20' ALL AREAS DISTURBED TO FACILITATE PUBLIC IMPROVEMENTS NOT RECEIVING PLANTING AND IRRIGATION SHALL RECEIVE EROSION CONTROL PER CIVIL PLANS. SHEET CITY OF ETA SHEETS '13 4 ENGINEERING DEPARTMENT C) PLANNING 0 DESIGN 0 CONSTRUCTION ry < LMDSCAPE IMPMVEMEW nim m 0 0 40M COUNTY Cen-ER DRW SUrrE 100 SEP 30. 2013 Tr=MECULA CALJFOFNA 925D'FW22 JACKSON AVENUE n CONSULTING 961676AM FAX 951676 7240 a www PBF com < F1,A"NG FtAN 0 & REC D BY: DATE. 2 underground service Alert BENCH MARK APPROVED FOR SIGNATURE OMMENDE /--fAD Ig 1� RIVERSIDE COUNTY BENCHMARK T-59-81: ALUMINUM DISK IN SCALE PREPARED BY DATE APPROVED /,00 \1 �_ I I RoWer ACCEPTED BY: DATE; Call: TOLL FREE COICRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD, Akp.0- �ftlz •('0,11 DIT% DATE Ln HORIZONTAL M OF IC WFM/Cl BMW RmtUrEI EV. DAE G QmTI �{� 1-800 47.6"N. OF GRANI) AVENLIE,- 2'S. OF A 6' CHAIN LIW FENCE G ORGEXORING DATE < DIRECTOR OF PL93LIC WOPZKS -4133 AROUND A SCE POWER STATION AND RM WELL SITE 10'N_ OF AS NOTED OW BY: PROkECT NO. OWING NO. 10 0..:�7 CITY OF TEMECULA 422 PARKS MAINTENANCE DATE INITIAL DATE INITIAL < P.P. #2075052E-,SET FIBERQ_ASS WITNESS POST 1- NUM. SUPERVISOR VERTICAL REVISION DESCRIPTION CHO By: A 07-311 n G 072 ENGINEER OF WORK NO- CITY APPROVAL FIELD BK n R.C.E. NO__47109 _EXP I RES: 12Z31 Z 11 TWO WORKING DAYS BEFORE YOU DI DATUk NG'VD29 DATE. 1-31-83 ELEVATION 1199. CITY OF MIURRIETA AS NOTED R.L.A NO. 3152 EXP. DATE 9/30/13 / \\\♦\♦\\\\h\� %%/ t t \\\♦♦\\\ NSmuiwwmft sum"rIA"M 2^'rEo% %1#%j %UPI V U% / J l/\r \I r\ \�\/\\/\/\\/\\r\♦r\\\/\/\\v\/\\'\ INSTALL ROOT BARRIER'S PER CITY OF ;;;;;;;;j;f, , ,, Jf1J , MURRIETA STD DWG S 614A AND 6148 \e ♦ \\\\\\ r J r/ J/ I I\\ \\j,h%/\/♦/\ti! /! //// /I /! r r r \lit,i/i�/i�/ I\/\\ \I\ f♦f�\\ \�''j/`/l%/l%%%/l%/lt 1 tl%/l,l/ly i 1\/ �'\\\i i i\ ! J/J J// 1/ J I !1 J// 1/!/1 I J \i/`ii/\iJl/liilliflii/ lr r\I�\ I\\\\\\\ \♦i`i/l/`ii i/lrl/ /! J/ !/ // / / !/ IJ \i\\ir-�-t� /, !/ f/ // 1/ /! I/ /! 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'' 5 ENGINEERING DEPARTMENT 13 v ALLAREAS DIS D T FACILITATE ICI O S T �L�NN�N � �� ,��y®� IRECEIVING PLANTING IRRIGATION SHALL RECEIVE EROSIONLMDSCM2F. IN 10 IIVMMT PLAW CONTROL PER CIVIL PLANS. 40M OMM-Y 080BI c MVF surer 100 0 of_ 30 2013 W�x � � .CA � A 92591--6022 n C®N S U LT i N G 9M 76.8042 FAX 951.676 7240 com ME RECOMMENDED BY: p Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE -® °r.° APPROVED ��-coRe YQ� RIVERSIDE TY p T-59$1. AL I I IN SCALE PREPARED BY DATE , DATE o ACCEPTED DATE. �� a Call TOLL FREE L 124.8 . CLINTONI 047ArcLn NOR I ZONTAL DIRE Ic NW/CITY I #SCE 01 W. € 30 13 r 1-800 47.6'N, OF GRANDA , 2' 6' IN LINK FENCEGEORGE M NG DATE �, ` , tl;. D I RECTA C WORKS e . � A STATION SITE 10 , AS NOTED _T_ DM BY. CT NO SING < CITY OF TEICULA 422-4i33 PARKS MAINTENANCE DATE INITIAL oATE I N I T AL a P.P. 2075052E; F I I T 1' SUPERVISOR VERTICAL 4?i O9 12 DA DATE: 1-31- I REVISION DESCRIPTION •4 CITY ay,� FIELDBY° A ®?-3t n R.C.E. NO. EXP I RES. Two WORKING DAYS BEFORE YOU DIG 83 ELEVATION 1199.072 CITY OF MURR I ETA AS NOTED R,L,A NO. 3152 EXP. DATE 9/30/1� -r S 1 SHRUB ROOTBALL. CONCRETE CURB/PAVING 2 DIG PLANTING PIT TWO TIMES 1 EDGE. PLO Al N T L E G ENI Lmm m) THE DIAMETER AND ONE TIMES 2 SHRUB/GROUNDCOVER PLANT. THE DEPTH OF THE ROOTBALL. SCARIFY SIDES OF PLANT PIT. PLACE BACKFILL MATERIAL PER THE SPECIFICATIONS, 3 SET THE ROOTBALL IN THE TAMPING AND SETTLING SYMWL T A I PLANTING PIT SO THAT ROOT AROUND ROOTBALL. CROWN IS 1 ABOVE FINISH GRADE. 3" LAYER OF BARK MULCH TFEES PER THE SPECIFICATIONS. 4 PLACE BACKFILL MATERIAL PER D D INSTALL 3' AWAY FROM THE SPECIFICATIONS. IRRIGATE PLANT CENTER. WITH HOSE TO SETTLE BACKFILL TAMPBTaMhEFM�VEIAIRBP®CKETS �5 FINISH GRADETO 1" ACACIA STENOPHYLLA SHOESTRING ACACIA 15 GALLON 19 STANDARD FORM; 7' HT X 3' SP CITY OF MURRIETA STD DING LOW AND ADD ADDITIONAL BACKFILL D BELOWCURB. FULL, DENSE, AND VIGOROUS 614A, 614B, 615A AS NECESSARY. EXISTING SUBGRADEOR UNCLASSIFIED FILL. 5 PLANTING TABLETS PER THE SPECIFICATIONS. 6 CREATE 4" IRRIGATION BASIN AT THE EDGE OF THE PLANTING PIT. PLm 7 " LAYER OF BARK MULCH PER VIEY NMSTAL OT L PLANTS' SPACED CHITALPA TASHKENTENSIS 'PINK DAWN' PINK DAWN CHITALPA 15 GALLON 5 STANDARD FORM; 7' HT X 3' SP CITY OF MURRIETA STD DING LOW 3 TOE A SPECIFICATIONS. ECIFICATIO FROM NS.CEiINSTALL 2 EQQUIDISTA AS INDIDATFROM ED EACH FULL, DENSE, AND VIGOROUS 614A, 614B, & 615A 1 6 3 PLANT LEGEND. 0 8 EXISTING SUBGRADE OR 4 7 UNCLASSIFIED FILL. 4 190 IN MEDIAN PLANTIN AREAS ONLY, 5 OVER EXAVATE PLANTING AREA .:::.. .:..�.. ,....... . ...,.... TO A 14 DEPTH FROM M TOP 0 .'.......' r1l� ADJACENT PAVING AND REPLACE 6 ... , «- `, : WITH 12 CLASS A TOPSOIL , : f 9 3f 8 f R 4 MEDIUM $ : PER THE SPECIFICATIONS I OXI PINK CRAPE MYRTLE 2 BOX 65 STANDARD FORM; W LAGERSTROEMIA INDICA B L I E LE D RM; 9 HT 3 SP CITY OF MURRIETA STD DWG P -; a h w FINISHED GRADE TO BE 2 BELOW ` 1• 4 w�p0. `s FULL DENS AND VIGOROUS 14A 614 615A ..E 6 B & r f P OF PAVING. f :; �• .. TO l ye } H CITY OF TEMECULA •»L .a ST D DWG P-3 __ _ _ I= .... ! ............::.. =### �###�I## . :: : . - - - �_ I _ -1 I I®III- I I®I I i�l I El I I�i ( ICI I I�i _ - - If P I NUS CANAR I ENS I S CANARY ISLAND PINE 24" BOX 15 STANDARD FORM; 12' HT X 4' P CITY MURR I ETA STD DWG MEDIUM ,;�— , -, (= FULL, DENSE, AND VIGOROUS 614A, 614B, & 615A 2X ROOTBALL_41 #I I-###_#I#-I I_I I I- #I-#I I-#I I-# CITY OF TEMECULA 9DIAMETER5 � I I I. ,III. C I) # # # I( # #f,;,#I I#,i l�,1 1�#�1 f,I;1I STD DWG P-3 8 2 COTONEASTER LACTEUS COTONEASTER 5 GAL 55 1 .5' HT X 1 ' SP A / SHEET 6 MEDIUM HEALTHY, DENSE, VIGOROUS0%Rp% U ` DC '0ftVE"% "PAMN ' 1p J"'L A N'T I N"G N.T,S.� OTITIS IRiDIOIDES (NO SUBSTITUTIONS FORTNIGHT LILY 5 GAL 86 1 .5' HT X 8' ' P A � SHEET 6 MEDIUM `ak H U r*k timKUB U U N U N ti G U Q.T.S. HEALTHY, DENSE, VIGOROUS (D VINE ROOTBALL. SET TIGHT (DCONCRETE CURB. CONCRETE 0 PITTOSPORUM TOBIRA 'WHEELER'S DWARF' WHEELER'S DWARF TOBIRA 5 GAL 262 1 ' HT X 1.5' SP A / SHEET 6 MEDIUM TO WALL. SHALL BBEC52OR, 2500SMOO . . HEALTHY, DENSE, VIGOROUS 2 SET THE ROOTBALL IN THE TROWEL FINISH PLANTING PIT SO THAT ROOT (D PYRACANTHA COCCINEA 'LOW BOY' FIRETHORN 1 GAL 51 8' ' HT X 1 ' SP A / SHEET 6 MEDIUM CROWN IS 1 ABOVE FINISH FINISH GRADE IN TURF HEALTHY, DENSE, VIGOROUS GRADE. AREAS TO BE 1 BELOW TOP OF CURB RHAPHIOLEPIS INDICA 'BALLERINA' BALLERINA INDIAN HAWTHORN 5 GAL 308 1 ' HT X 1 ' SP A J SHEET 6 MEDIUM 3 SOIL BACKFILL MATERIAL PER 3 NO 3 REBAR CONTINUOUS. THE SPECIFICATIONS. 12 OVERLAP AT SPLICES HEALTHY, DENSE, VIGOROUS 4 PLANTING TABLETS PER THE • VIBURNUM'TINUS 'SPRING BOUQUET' LAURUSTINUS 5 GAL 195 1.5' HT X 1 .5' SP A SHEET 6 MEDIUM SPECIFICATIONS. 090% MOISTURE COMPACTED / 7 SUBGRADE HEALTHY, DENSE, VIGOROUS (5) IRRIGATE WITH HOSE TO 2 SETTLE BACKFILL AND BERM, 1 FILLING BASIN. TAMP TO 2 REMOVE AIR POCKETS AND ADD GROUNDCOVEM ADDITIONAL BACKFILL AS 3 ° NECESSARY. FESTUCA ARUNDINACEA DWARF TALL FESCUE SOD 170 S.F. -- PER CITY OF TEMECULA HIGH 1 4 + , STANDARDS --� 6 6 3" LAYER OF BARK MULCH PER THE SPECIFICATIONS. +++++++++++++++++`+ MYOPORUM PARV I FOL I UM 'P I NK' P I NEK MYOPORUM 1 GAL 1 ,852 15,430 430 S.F. 3' 0.C. A & B / SHEET 6 LOW 4 INSTALL 1 ' BELOW TOP OF +++++++++++++++++++ is HEALTHY, DENSE, VIGOROUS :.e �, � CURB AND 3 AWAY FROM PLANT ��rf�r�jrr/r��rr CENTER. irr�rr�rr�r�irr�r f 7 FACE OF WALL. ROSA FLOWER CARPET RED RED CARPET ROSE 1 GAL 839 1 ,636 S.F. 1 .5 0.C. A & B SHEET 6 MEDIUM 5 HEALTHY, DENSE, VIGOROUS $ SPREAD VINE ON WALL AND � SECURE WITH NON-METALLIC TRACHELOSPERMUM JASM I NO I DES STAR JASMINE 1 GAL 75 258 S.F. 0 2' O. . A B / SHEET 6 MEDIUM �® ' VINE TIES. REMOVE NURSERY HEALTHY, DENSE, VIGOROUS a STAKE. II III ill II III III I I III Icyd VMS m.::::�:�.`:�.: �. . .. .8..,.:-►�# -- _—_#{# #�# I CI # III .III II # III III III # III PARTHENOC I SSUS TR I CUSP I DATA BOSTON I VY 5 GAL 52 SECURE TO WALL C / SHEET 6 LOW HEALTHY, DENSE, VIGOROUSvuANTINU NOTEb II III— iij «0 N 1 . ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND THE SPECIFICATION SPECIAL PROVISIONS. 8 2. PLANT QUANTITIES SHOWN ON THE PLANS AND LEGENDS ARE FOR THE CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PLANT MATERIALS FOR EACH SYMBOL SHOWN ON THE PLANTING PLANS. In 3. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE CITY ENGINEER. 4. THE CONTRACTOR SHALL ESTABLISH THE STREET TREE PLANTING LOCATIONS BASED ON MEASUREMENTS FOR STREET STATION POINTS. z 5. ALL PLANT MATERIAL AND BARK MULCH SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO INSTALLATION. SEE THE SPECIFICATIONS FOR < ADDITIONAL REQUIREMENTS. Z Q 6. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. E V N No T I IN'G C 0 N C R E T E Md 0%W C mus R E3 PLAL N.T.S. ' `� * �, _ z 7. MEDIAN PLANTING AREAS SHALL BE OVER EXCAVATED TO A 14" DEPTH FROM THE TOP OF THE ADJACENT MEDIAN PAVING AND REPLACED WITH 12" CLASS 'A' TOPSOIL PER THE SPECIFICATIONS. FINISHED GRADE TO BE 2" BELOW TOP OF THE MEDIAN PAVING. ca 8. A THREE INCH LAYER OF BARK MULCH SHALL BE APPLIED TO ALL PLANTING AREAS, EXCLUDING MITIGATION AREA, PER THE SPECIFICATIONS. 9. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO VERIFY THE EXACT LOCATIONS OF EXISTING UTILITIES TO ENSURE THAT THERE IS NO DAMAGE DURING CONSTRUCTION. THE r" CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. a 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE BUILT CONDITION. c' q 11 . SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 00 r` r SET CITY OF,MURRIETA SHEETS n 6 Z ENG I ER ING DEPARTMENT 13 0 �. PLANNING 0 DESIGN N CONSTRUCTION Gy LMD8GWE 1MF%0VM8ff PL" % MUNTY C ='R DRIVE,SUITE 100 n OW 3 TEMECULA,CALFOFNA 92 22 CONSULTING 951.676.WQa FAX 951.676.7240 a wwwFBF com ImsAW C, RECOMMENDED BY: DATE: / Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE CP�-�.. r. ��OR YQAPPROVED I IDE Y T-59 81: AL I DI IN � � �a SCALE PREPARED BY DATE ACCEPTED BY: DATE. Call: TOLL FREE . LOCATED 124.81. OF CL I NTON KE I TH ROAD, ''&" 3 ILI-Ile HORIZONTAL �.mmW� SATE A/43 `- DI OF IC /CITY I Ems'. `fE 3013 j =: G B ' 1-800 47.6 N. OF A 2'S> A 6' IN L I GEORGE OR I NG DATE ,' �t `: . DIRECT OF P L I C WORKS AS NOTED ��„ 422-4133 A STATION SITE 10 N. PARKS MAINTENANCE GATE INITIAL OATS INITIAL DWN BY: CTIP ¢ CITY OF TEMECULA . ,o P.P. 207 2E; F I I T 1 NORTH. SUPERVISOR VERT I CAL REVISION DESCRIPTION --- CHKD BY: 'A 07--311 R.C.E. No. 47109 EXPIRES: 12/31/11 TWO WORKING DAYS BEFORE YOU DIG DA WVD29 DATE: 1-31- ELEVATION 1199.072 CITY OF MURR I ETA AS NOTED R.L.A NO. 3152 EXP. DATE 9/30/13 I R t ' 1M CITY OVAL F I Z 0 'm mITIGATION AREA -PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE CKJANTITY COMMENTS DETAILS 14071� RFARM SCRW LFATM GEK HA 34AK�_ �'OP O�: 'ROOT CM" ROL BARRIER!AUS1 3C Al GIRAM. L0CGf-,,iP0X t�: P14F SlAKE, LOU , A!, F S I'm 4E4 AD.ACE-,NT "'R JROL�BAR- T 0 STRUM LIRE. TRE-_-"RUN-X TREZZ"RUNK 2. Posi", 0 OTCON BACCHARIS SALICIFOLIA MULE FAT PER HMMP 210 SPACING 6' ON CENTER A SHEET 7 RAISEM MUST bi�P`ACINC PLAIVITO ARE-A. 8F,, .4 P'HARIJSCA;;�'U. 1' 1-04- IF 4AII S AKI- 4. EIAR;4EN SHAU I X1 --,Ntl A MIN.()F`W*- -'�CWV W)TT(,P OF I- 1RIFt- 11�- NAR 01 S'AO- Fr ' K R 'IF 10' 'ET Of R(XIT BARRIER 15'-20' ON CENTER A SHEET 7 E, POPULUS FREMONTII WESTERN COTTONWOOD PER FIMMP 70 SPACING ��ROVIDE A&4i�. lop OCT DA RWWR SHA,__� A MIK.07 18`EEL V G N. & aV RACCE ON YM K SIX. SE A MW0--24*SELCY4VORADS ON CJR8 ME. 7. ROOT SARAIEIF-i SH&_4_ SALIX LASIOLEPIS ARROYO WILLOW PER FIMMP 140 SPACING 12' ON CENTER A SHEET 7 EXIGUA NARROW-LEAF WILLOW PER HMMP 70 SPACING 12' ON CENTER A SHEET 7 SALIX i? 0.69 ACRES V v IWETV�- I F TAII, k S A A 4 Iff_m A m m ? N r% T mija Lj %W7 Lj AbITIGAT10a Aw"'EA Fm1'1`p6m"R0'0"AEEmm, LE0"`*' r"N`6, m I I A T 10 N No 0 1 E%4`34 Ile 1 . ALL MITIGATION IMPROVEMENTS SHALL BE DONE %PuRrry/ z IN ACCORDANCE WITH THESE DRAWINGS, THE SYMBOL BOTANICAL NAME COMMON NAME LBS/ACRE LODISCPOLZ PINC LCDGCPOL��-PI-NZ GEFLINATION SPECIFICATION SPECIAL PROVISIONS, AND THE STAKIESS', TO FT STA K F S I" ------- APPROVED HABITAT MITIGATION MONITORING ".4AIN"AINIURF F"RU"E CONCRVT!�: CONCRETE SI[h1,:VSALK- LONG.2 P CURL, ARFA,t2"FR,-0fV T RUNK PLAN (HMMP FOR THE JACKSON AVENUE q -4 1.1�1 '04-13-EL7 SEci-RED CINCH-SIXT,SEC 11R�D i AMBROSIA PSILOSTACHYA WESTERN RAGWEED 20/30 2. 1 IMPROVEMENY PROJECT PREPARED BY HELIX 12- 12" HAG.W-11 741,IX. ROO I 8A4kji-�R�- f 0 S4 AKL Vkt)'H MIN 'rYPIrk- I '-F SPECWICATIONS fAIN. k1w". 10 S4 AK L Vk 171+1 ENVIRONMENTAL PLANNING. ARTEMISIA DOUGLASIANA MUGWORT 15/50 2.8 GAI,VA-NIZEID NAR-S 6�'BASIN,IN G4 COVER GALVANIIZIED NAWS 3"BASW IM LAVVIN MELILOTUS INDICA INDIAN SWEET CLOVER 90/80 2. 1 ACKFIU BACKFILL, rvf,(X,, SiNCKFILL N*, 4A 2. PER THE HMMP, A RESTORATION SPECIALIST MIMULUS GUTTATUS SEEP MONKEYFLOWER 10/60 2.8 S= WITH EXPERIENCE IN WETLAND REHABILITATION _E SPECIFICA71ONS FENISHED S:-:'E SPECIFICA71ONS SPIKE-RUSH 90/70 2. 1 �"OqAJN-CAi;T GRADZ ELEOCHARIS ACICULARIS AND ESTABLISHMENT WILL BE RESPONSIBLE FOR THE OVERALL SUPERVISION OF THE JUNCUS MEXICANUS MEXICAN RUSH 95/60 2. 1 '00� ,;+ 0.69 ACRES INSTALLATION AND MAINTENANCE AS WELL AS -z X1. x ALL MONITORING FOR THE MITIGATION 14.0 TOTAL < x PROJECT. THE CONTRACTOR SHALL PROVIDE THE QUALIFICATIONS OF THE RESTORATION 4 -AR -1, P1 ANTIK _;TA5LF,S� SPECIALIST AS PART OF THE BID PACKAGE. INCLUDE IN HYDROSEED MIX ABOVE 8 "1 "A-IONI-i THE CITY RESERVES THE RIGHT TO REJECT THE SF��SPF(3FI1(;ATI0N18 3,000 Irr-4 14 f TERRA MATRIX SSM (STABLIZED MULCH MATRIX) OR APPROVED EQUAL BIDS BASED ON THE QUALIFICATIONS LkINFINC;.91ACK11 i,t� P`AK AC 1 PROVIDED. PUID01_i�!AND S�r I k�- ;,1U0Ut_'_AND SF!I'l-k- ER F 0 FiVi TE 0 HYDROPOST PREMIUM COMPOST OR APPROVED EQUAL 1 ,000 31"PERFORATED 3. PER THE HMMP, THE INSTALLATION CONTRACTOR P1,VC PIPE&SLIP S�-I P`�AN I A T �VC PFPC&SLIP 110 S�F 1 1 AN A I CAP�fv;GRAW-1 PEER 3X'ROO-BALL CA' Pf,,-+,' 3X ROO-SALL FINItsm(31RADF BIOSOL FORTE 7-2-1 ORGANIC FERTILIZER OR APPROVED EQUAL 800 SHALL HAVE EXPERIENCE IN WETLAND HABITAT A, NO PLAKii�'G PLAN PLANTING PLIAN REHABILITATION. THE CONTRACTOR SHALL DE-AIL IS FO�1'7tHE IK S714_LATIOIN OFR0077 BARRIERS ONILY,REFER-0 T4E77RE DE7,4.S PROVIDE THE QUALIFICATIONS OF THE FOR INSTAC�_A,'10*INS I-RUCIMISFOR I AM 120 MYCORRHIZAL INOCULUM 60 INSTALLATION CONTRACTOR AS PART OF THE A-,�`_P!_AK HASINS SHAI, RF0��tP_�,A 4-BE F P Avt-,R,--OF APPR0vf7,[)?,*,,4U`,_("H. All Pi,A-tv T HASI-NS SHNJ,RF(;,_+!j�A 4'0'F;_;;P,,AyFR'0F; BID PACKAGE. THE CITY RESERVES THE RIGHT 0"I t,W�*f.104 111 I-A 1-04'st 3 Ifisl- ZVI tWPO +Aftl Of 1,�*��,-*V 04 of ill 1�'#-'-144 J or,��441,12"stv vtq is'It4* TRI-C SOLUBLE HUMATE OR APPROVED EQUAL 400 TO REJECT THE BIDS BASED ON THE QUALIFICATIONS PROVIDED. \V0 SCALL CITY OF TEMECULA NO SCALL NO SCALL NOTES: CITY OF TEMECULA 4. PLANT QUANTITIES SHOWN IN THE LEGEND ARE CITY OF TEMECULA -A 1 . SEED, STABILIZED MULCH MATRIX, COMPOST, FERTILIZER, INOCULUM, AND HUMATE ARE FOR THE CONTRACTOR'S CONVENIENCE IN - 5 AVAILABLE FROM S & S SEEDS (805-684-0436) OR APPROVED EQUAL. ESTIMATING ONLY. THE CONTRACTOR IS Im TREE ROOT BARRIER P RESPONSIBLE FOR PROVIDING THE PLANT DOUBLE STAKE TREE P 1 DOUBLE STAKE TREE ON SLOPE P 2 MATERIALS SHOWN AND SHALL INSTALL THE 5 GALm, 15 GAL*, 24" BOX 5 GAL$,,t 15 GALm, 24" BOX PLANTS PER THE DIRECTION OF THE NOTE: LANbSCJVPE AREA TO HAVE RESTORATION SPECIALIST. 2% CWM TOWARD CURB FAM 5. THE CONTRACTOR SHALL NOTIFY THE CITY PER C STANDARD #112, TYP. ENGINEER OF ANY DISCREPANCIES BETWEEN THF DRAWINGS AND THF RtJ11 T CONDITION. N01 CROWN STAMPED Comc. 27o TOWARD CURB FACE IYFI- 4" THICK 5STAMPM GONC. 2% 2% BOMANITE C-16" CONC. CURB FACE RW1 _R ROCK PATTERN (SEE ENGINEEWS PLAN) N FVVS�41FID'*LIRADE 114 PLANTER AMAS RAD 2'GZL01,,V 7,OP Or H CACCR -q.5% COWACTM MARES VARIFi�, SFFF PLAN's SaIL-TYPICAL NATLIKAL 0HAY,C0NGNF'-F HFADER t;"X L�` CONC4 i RAIC40S X�i� 2 kkkh!::::Wj CITY OF TE ULA NTS NOTE-- DEVELOPER SHALL ACQUIRE A SEPARATE OF riE FR W-12'-HICKTILLED PLMMG, SED PMMIT FRW THEE PUBLIC WORKS DEPAMIMENT FOR AL-1 CONCRETE INSTALLAMON INSPECTI(M. 1;4STALL 4" HICK MULCH LAYER PlOR ALL HARDSCAPE SHALL BE INSPECTED BY THE 4 -0,KANT ING GROUNMOVER. _TAII 4. J') P4I, DEPARWENT OF PUSUC WORKS. 1-WtTI NAAINTAIK,"'URI"FREE M TRUNK AREA'.�r FR, R.A134n "o 6ACKAL- N'U, i-S'BAStNI 14 G2,COVER SPICIFICA ION'."no F= 4, "BASIN 1.1 LNAIN BACKFILL mlX, 3:'- T ;-4', a Ta- FEMSHIED SrE SPEMICA rONS C-RADE 'T p� _uo 4 14 If 6 X, NA f V;�- k AM k11 4 X R_ ccq�71NUOU's rop,71, 14(,l A Rk I, LEAR If PLAINI "7 �W,� ('y - PLAN'714,". AM�LNDLU SOIL '-N,71, ii-1,�-NGIH 0 "ON10-Fil' H��Af,_R 'Il- SFF SPECIFICATION'S E PLANT11W,4ACKFIk 1, �1_AN 14,13,RA(XPLA OUVW_AND SIF1 I LF 3X 4'00�SALI, AND SF t LF. 146 1 K AN'I A, 8�_1-131 AN I A DF FVWil-4 NOTF-1 -4. 3X�iOO-SALL DEPTH OF- 47A: MO, N PRO%4DE A G014fR= , DZR IK FRONT OF ALL I NLfAEN SIGNS ROOTBALL Ell NO N,0 7 z CQNCR�JE 4"AFY:41 SW41 HF JSf--D TFIF W1A,0_11zA`I[11fV1 y HASINS SHAJ,L RFC;w+!�-A 4,r4F P�AYf,..R AT71>ji0VF,,`),N4V_CH. &_,i_P�l AW HASINS SHM-1 RFC;41;--A 4-I1FW'.AYF.R OF APPRO'df-a")�%W,(;H. OF T"SCA'S PROFFRT' AND A_DJA,(;FN-VROV-4�R W�s In P-**LAK &1 low� *wW4 C-'l-ttilat#I 0--tt,0114-4*01%w**AA#%1##;IV*,A Of- m"to None" CITY OF TEMECULA NO SCALL NO SCALL NO SCALE CITY OF TEMECULA CITY OF TEMECULA < .4" CITY OF TEMECULA N10 SCALL g01'd �il MULCH LAYER P - 11 SHRUB PLANTING P 6 SHRUB PLANTING ON SLOPE p '0 CONCRETE HEADER P - 10 2X ROOTBALL Ld 7 DIAMETER 5 2 (DSHRUB ROOTBALL. DIG PLANTING PIT TWO TIMES THE DIAMETER AND ONE TIMES THE DEPTH OF THE ROOTBALL. SCARIFY SIDES OF PLANT PIT. SET THE ROOTBALL IN THE PLANTING PIT SO THAT ROOT CROWN IS 1 ABOVE FINISH GRADE. n PLACE BACKFILL MATERIAL PER THE SPECIFICATIONS. IRRIGATE WITH C14 00 HOSE TO SETTLE BACKFILL AND BERM FILLING BASIN. TAMP TO REMOVE AIR POCKETS AND ADD ADDITIONAL BACKFILL AS NECESSARY. > 5 PLANTING TABLETS PER THE SPECIFICATIONS. I IV SHEET SWETS n 6 CREATE 4 IRRIGATION BASIN AT THE EDGE OF THE PLANTING PIT. E* CITY OF MURRIE I 13 PLANNING 0 DESIGN E CONSTRUCTION ENGINEERING DEPARTMENT EXISTING SUBGRADE. < LANDSCAPE IMPROVEMENT'PLAW 408M COUNTY CMER DRIVE,WTE 100 IL 30. 2013 'IEMECUI-A,CALF-OFM 92591-W22 JACKSONAVENUE Li Ika RK CONSULTING 95t676OX2 FAX 951676 7240 a www RI3F com < MMGAm0N AREA PLANTING I A C"0' N T A I N E R` P L Alk I"T G N.,T*Se I'll NOTES, AND-DETAILS RECOMMENDED BY Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE RIVERSIDE COUNTY BENCHMAW T-59-81: ALUMINLJM DISK IN SCALE PR PARED BY DATE APPROVED Rosaar 4 NIOEAUN 0 em 04. 16 , � DATE 5;/,//.? ACCEPTED BY: '0001,005 UA rE: Call: TOLL FREE CUCRETE. LOCATED 124.81. OF CLINTON KEITH ROAD, tow-,'o 40, is (6wil Ln HORIZONTAL D'IFE;& OF RMLIC W;M/CITY DEDUR OP. defl/3D/130 6 4REG 80T;LER 1-800 47.6'N. OF GRAND AVENX,- 2'S. OF A 6' CHAIN LINK FENCE GEORGE M#§ING DATE < DIRECTOR OF PUBLIC WORKS AROM A SCE POWER STATION AND RCWD WELL SITE 10'N. OF AS NOTED DWN BY: PRCkJECTN0. DRAWING NO. CITY OF TEMECULA 422-4133 PARKS MAINTENANCE DATE INITIAL SHT. DATE INITIAL < A*AA P.P. #2075052E;SET FIBERGLASS WITNESS POST 1' NORTH. SUPERVISOR VERTICAL CHKD BY: JA 07-311 FN072; 0 01 OSI r F7 -7 Ft." ENGINEER OF WORK REVISION DESCRIPTION NO. CITY APPROVAL FIELD BK-, n-11 R.C.E. No. 47109 _ExP I RES: 1.2Z31 111 TWO WORKING DAYS BEFORE YOU DIG DATM NGVD29 DATE: 1-31-83 ELEVATION 1199.072 CITY OF MURRIETA AS NOTED R.L.A NO. 3152 EXP. DATE 9/30/13 REPLACE IN KIND EXISTING DRIP TUBE IRRIGATION SYSTEM AND LANDSCAPE DISTURBED BY--A`"` CONSTRUCTION OF STREET IMPROVEMENTS INNEEN Boom= t—TEMECULA VALLEY RV--i-- (Az ti / NY ----------_ € €€ € 12 Al INSTALL 6" RW PURPLE PVC CL315 € €€ € SLEEVE & 3" GRAY WIRE CONDUIT FOR • iiii INSTALL RECYCLED (WELL) WATER INSTALL 2" PURPLE PVC CL315 SLEEVE FUTURE IRRIGATION - 36 MIN. DEPTH. € €€ € MAINLINE 0 BACK OF CURB, BURY 24 & 2 GRAY WIRE CONDUIT - 36 MIN. - TYP. DEPTH. 4 ,A 43 1111 42 4 1 0 -4- 1 it l I€ I € i€ I X w Jill€ € €i I € I! I JACKSVN AVENUM lilt I�Mmm` € 1{ l € €€ € € I€ I -- — — I €l i ucc %SnEET-u 12" FOR` �j..-` ✓ ..tea^�� ...... ...... .....�..,.�. —,... -.... --«........_ _ .-,._.-�....—...-.,® —�. ...—_ ®.— ®.. _..®..Y.... ...�...— .._-...� IRRIGATION L t A N D No 0 T E 8 POINT OF CONNECTION A: TEMECULA VA CONNECT 1" PVC MAINLINE PIPE TO EXISTING PRIVATE WELL IRRIGATION MAINLINE PIPE. CONNECT NEW VALVES TO NEW PRIVATE IRRIGATION AIL%S CONTROLLER. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING MAINLINE PIPE IN FIELD AND CONFIRM EXISTING SYSTEM HAS CAPACITY TO INSTALL NEW RAIN BIRD CONTROLLER MODEL ESP8LXM OR EQUAL PER MANUFACTURES INSTALLATIONS. CONNECT TO ADJACENT ELECTRIC METER PER D E T SERVE NEW PARKWAY LANDSCAPE AND IRRIGATION SYSTEMS. '_ ALL CODES. COORDINATE FINAL LOCATION AND CONNECTION WITH OWNER. CONTACT TEMECULA RV, ERIK KITLEY 951-894-2374. REPLACE IN KIND EXISTING DRIP TUBE IRRIGATION SYSTEM AND LANDSCAPE DISTURBED BY CONSTRUCTION OF STREET IMPROVEMENTS. � INSTALL NEW CITY OF MURRIETA MAINTAINED CONTROLLER:L.I _ _._ —fit- .�f�� _._.{�� ._..s� ._._s��.._ ._._ _.,�*�� —r#r— .— .,.-� _.''I,INSTALL .2" PURPLE PVC CL315 SLEEVE I 1 ------ ------------- \ I / -------------- ----------- — ---------------- - ------------------- � ------------ --- 2.5 2.5 Ir 2.5 INSTALL 2" PURPLE PVC CL315 SLEEVE € €€ € 1 — POINT OF CONNECTION i It ` INSTALL 6" RWPURPLE PVC SLEEVE & 3" 1« CONTRACTOR SHALL CONNECT NEW IRRIGATION € €€ € CL315 " SYSTEM TO EXISTING 1" DOMESTIC WATER rr GRAY WIRE CONDUIT FOR FUTURE IRRIGATION - INSTALL 2 PURPLE PVC CL315 SLEEVE INSTALL 6 RW PURPLE PVC CL315 INSTALL DOMESTIC WATER MAINLINE @ € €€ € 36 MIN. DEPTH. fn & 2" GRAY WIRE CONDUIT -- 36" MINW. . METER AND BACK FLOW PREVENTOR. CONNECT r> ►r € €€ € SLEEVE & 3 GRAY WIRE CONDUIT - BACK OF CURB, BURY 24 - TYP. , €, € DOWN STREAM OF EXISTING BAGKFLOW € €€ €DEPTH. € €€ € (a PREVENTOR. CONTRACTOR SHALL PROTECT INM w 36" MIN. DEPTH. 3 U PLACE EXISTING LANDSCAPE IRRIGATION 36 35 k E 34 low; w Pn r NL T I-ONUj — 1 W CO z man € €€ € €€ E € !1 € W JACKSO Ow C* € II { I fil € f €l l I II I \ I if I In € €€ € z F Q 0000— --�k-- Til— _ _sus_ s� ---k1s_ o Jf CD 20 0 20 40 60 0j T NOTES: SCALE: 1`20' 00 ALL AREAS DISTURBED TO FACILITATE PUBLIC I OV NTS NOT RECEIVING PLANTING AND IRRIGATION SHALL RECEIVE EROSION CONTROL PER CIVIL PLANS. NIKKO > SHEETS SHEDS � ET T � `A CONTRACTOR TO PROVIDE GPS C D I NATES FOR ALL S�.EE'V NG A RECORDIN FINAL AS-BUILT PLANS. tv ' �•� 'c► I I NGDEPARTMENT17 ALL IRRIGATION PRESSUREMAIN LINE PIPING SHALL BE INSTALLED TO MAINTAINN (1O FOOT MINI HORIZONTAL, 1 FOOT MINIMUM VERTICAL ' �� e� � r�N � (Y. SEPARATION FROM ALL POTABLE WATER PIPING WITH POTABLE WATER PIPING LOCATED ABOVE. WHERE IRRIGATIONAND POTABLE WATER PRESSURE PIPING CROSS, THE I RR I GAT I ON LINE SHALL BE INSTALLED AT A MINIMUM OF ONE-FOOT BELOW THE POTABLE ATERL I NE. I a W Its 44=1 , , LMDSCJU31F. &FROVBMSff PL" cNw 92 22 n . 30 13 C O N S U LTI N C 9'"Li 676. ® PAX 951.676.7240� < THE EXISTENCE AND LOCATION UNDERGROUND UTILITIES SHOWNARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACT TO CONDUCT HIS O RESEARCH , ,�- rJ r 0 LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THESE PLANS. �, RECOMMENDED BY: D Underground vice Alert BE MARK APPROVED F SIGNATURE 'o �1VORE Y RIVERSIDE COLNTY BENCHMARK T- -81: ALL)MINLJM DISK IN .its ACCEPTED MATE: � O �Ga �tl� TOLL FREE • L 124.gCLINTONI , 5 ,,,,r SCALE PREPARED BY DATE c� DATE I HORIZONTAL �7 6 N. ,.. I 0� IC /cIT1r I E�l1E a 13 l DIRECTOR RECTOR OF P : W Ks 1- 00 OF A - 2 s A IN LINK � R I r DATE • e ` .,...f .. ~*�► A STATION SITE 10 AS NOTED < CITY OF TE CULA 422-4133 PARKS A I NTENA E ®ATE INITIAL. BY: JF DW CT DRAWING Q ... 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SEE SHEET 10 l if l rrw..r.n.r. ..a�aw,wwr.rr.www«.rre rpw mrr.rw...®aor ter wwrw aewrm na,r mr.w.rrw af-r..wrr ere...arp.n.rr.w(al.im.mowmr.err..rr w_.r.mrr.awnw.rw,rr..rw..wa.wwr.r.w wnrr.aw.w..r.rr. .rrr..or.rrr prw+9awwr ar...rr asro.arw+revue.anrw orr...wrr.r. amq.r wso..nnw aw.w a_. }wrw��..err..,..rw .rw.irm. 2""t- / 3 _me....wr.r..w ..re....rre..rrr en.eee.a.rw wmrw.w.....rma.err..n..w rw....r arm wars.a,.w mwrw aww..rw.r#w..www..pe.ew...rw rr.r nrrw wwre wr. ._mr.rw w®rwr r.r awr.rrr rwm arw a.w err arse.,rrr ears arw.rr .re.rewr wr armn,wr..rr err.a.rw awr aer wr wr.r..eo..meo...w.ww.rrw mrm r® .a_.m err. tors emr V .oww�..w.vi..e•.r er. ao ul 0. LU, 1 !I ! /B.mow. I f! I if , snow E t, _ . I fI I INSTALL 6 RW PURPLE PVC CL315 fflf INSTALL 8 RWE PURPLE PVC CL3 15 SLEEVE & 3" GRAY WIRE CONDUIT FOR iiii SLEEVE & 3" GRAY WIRE CONDUIT FOR FUTURE IRRIGATION -- 36" MIN. DEPTH. FUTURE IRRIGATION -- 36" MIN. DEPTH. `- I II ! I If I I fl f LO ----- -------------------- -- d -___ ________ _______ ____ - ---------------- ----- _---- ------- ------ ----- ---- ��F < }'— — —+it— lj w Tf I _f 0 j 20 { 20 40 60 c� j I N NOTES: SCALE: 1"=2C' co ALL AREAS DISTURBED TO, FACILITATE PUBLIC I ROVE NTS NOT RECEIVING PLANTING AND IRRIGATION SHALL RECEIVE EROSION CONTROL PER CIVIL PLANS. DS SHEET �" c CONTRACTOR TO PROVIDE GPS COORDINATES FOR ALL SLEEVING A RECORD IN FINAL AS-BUILT PLANS, ' � t _ j'� �',y ENG I LEER I NG DEPARTMENT U ALL IRRIGATION PRESSURE MAIN LINE PIPING SHALL BE INSTALLED TO MAINTAIN TEN (10) FOOT MINIMUM HORIZONTAL, 1 FOOT MINIMUM VERTICAL PLANNING E DESIGN 0 CONSTRUCTION Q SEPARATION FROM ALL POTABLE WATER PIPING WITH POTABLE WATER PIPING LOCATED ABOVE. WHERE IRRIGATION AND POTABLE ATE PRESSURE PIPING CROSS, THE I RR I GAT I ON LINE SHALL BE INSTALLED AT A MINIMUM OFONE-FOOT BELOW THE POTABLE WATERLINE. N OOUW r CefrM MVE,SUITE 100 � t ULA c A 92 022 d. CONSULT 1 N G 9%6768042 FAX 951.676.7'240 • com THE EXISTENCE AND LOCATION OF UNDERGROUNDUTILITIES SHOWN ARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACT T CONDUCT HIS OWN RESEARCH ',q ,�r j TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN 0 THESE PLANS. . � ' EC D BY: Underground Service Alert BENCH MARK APPROVE® FOR SIGNATURE ` C - ..,.,� 00 � APPROVED T_ ORE yoG RIVERSIDE T- 1: I DI IN SCALE PREPARED BY DATE ADATE Ln ACCEPTED DATE: � o ��li= TQLL FREE L 124.8 I KEITH , HORIZONTAL Oi t� IC jCITY I !�4 `- a DIRECTOR WORKS kill 1-8t3O 47.8'N. A 2' 6' L GEORGE MO G ®ATE NO ►, < ;:- _ ti~,►� A STATION SITE 10 . AS NOTED DWN BY: . ' CT No. DMWI NO. +- d% CITY OF TEMECULA �422-4133 PARKS MAINTENANCE DATE INITIAL < P.P. 207 �► FI I T 1' . SUPERVISOR VERT I CAL DATE INITIAL -ry s� q� REVISION DESCRIPTION BY: JA 07-31 t a R.C.E. NO. r 109 EXPIRES: 2 TWO WORKING DAYS BEFORE YOU DIG DA VDG�7 ®ATE: `31`ChJ AT I ®�2 CITY OF MURK I ETA AS NOTED R R.L L.A . 3152 EXP.. DATE 3 30/1 ENGINEER CITY APPROVAL FIELD °- / LIMIT OF WORK -- EXISTING COLUMN EXISTING FENCE -- LIMIT OF FORK - EXISTING FENCE - REPLACE IN KIND EXISTING IRRIGATION PROTECT IN PLACE -- TYP. gEXISTING COLUMN JPROTECT IN PLACE - TYP. SYSTEM AND LANDSCAPE DISTURBED BYHYDROZONE LEGEND CONSTRUCTION OF STREET IMPROVEMENTS - MAINTAINED BY OTHERS. LOW WATER USE PLANT W/ DRIP IRRIGATION -- MEDIUM WATER USE PLANT W/ DRIP IRRIGATION REPLACE IN KIND EXISTING . S �` � S SPLAY IRRIGATION SYSTEM ��',/ HIGH WATER USE TREES W/ LOW VOLUME ROTARY SPRAY �,. DIST .� �....o,..._,.....�....,. .......... ...... , ,.... .......� .,.._..._......�.....�_. -am ALK ,,,_ T IMPROVEMENTS. ... ......_...e.,,...�..._..�.., _. ._,_.,_. ..� ,>... .._ ....., WATEORUSE CALCULATPO""NS, �,........_.�...._. ..,..........�,....................._......+. -- - ------�---------------------- ,.r� ____ _ a�■rres �• •ruuwn+�rr�.n� ..wien.eer ate • 1.5 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo)x(O.7)x(LA)x(0.62) = GALLONS PER YEAR INSTALL 6" RW PURPLE PVC CL315 INSTALL DOMESTIC WATER MAINLINE 0 13 D4 INSTALL RECYCLED WATER PROTECT-IN-PLACE MAWA = 56.70 x 0.7 x 44,319 x 0.62 = 1,090,593 GALLONS PER YEAR " - BACK OF CURB BURY 24" - TYP. SLEEVE $c 3 GRAY WIRE CONDUIT 36 B in MAINLINE @ BACK OF EXISTING CITY OF MIN. DEPTH. I CONCRETE MAINTENANCE TEMECULA LANDSCAPE ESTIMATED APPLIED WATER USE EA�) } WALK, BURY 24" - TYP. AND IRRIGATION ETWU = [(ETo)x(PF)x(LA)x(0.62)]/IE) = GALLONS PER YEAR < Iwo 22 21 .� HYDROZONE AREA 1 15,430 SF 35% OF LANDSCAPE AREA °""°�' �' -°-~-.�-- .�...,_ ,�,� LOW WATER USE SHRUBS - STREAM BUBBLERRRIGATION __ _ 4I — — _ — 1 '.�.�``�`""`�"° 56.70 x 0.3 x 15,430 x 0.62/0.9 = 180,809 GALLONS PER YEAR HYDROZONE AREA 2 1,894 SF 4% OF LANDSCAPE AREA): 6 El ZviMEDIUM WATER USE SHRUBS-- SPRAY IRRIGATION 2JACKSON AVENUE 1" POINT � CONNECTION E: ... ... 56.70 x 0.5 x 1,894 x 0.62/0.9 = 36,990 GALLONS PER YEAR • EXTEND MAINLINE TO ACCOMMODATE NEW VALVE ° EXTEND EXISTING SPARE AND COMMON WIRE TO HYDROZONE AREA 3 (26,995 SF, 61% OF LANDSCAPE AREA HIGH WATER USE SHRUBS SPRAY IRRIGATION CONNECT VALVE TO EXISTING CONTROLLER. 56.70 x 1.0 x 26,995 x 0.62/0.71 = 1,336,594 GALLONS PER YEAR COORDINATE INSTALLATION OF IMPROVEMENTS AND CONTROLLER OPERATION WITH CITY OF TEMECULA. * INCLUDES TEMPORARY IRRIGATION OF HABITAT MITIGATION SITE. CONTACT CITY OF TEMECULA. - _ TOTAL EAWU = 417,819 GALLONS PER YEAR EXTEND EXISTING DRIP (PROPOSED WATER USAGE IS LOWER THAN MAXIMUM WATER ALLOWANCE/ _ IRRIGATION (VALVE L 14) ETWU COMPLIES WITH MAWA) ° o = \ie �° 411 I TO NEW TREES IN MEDIAN 1t_ it 1 POINT 'OF CONNEC TION t Dow 1 . EXISTING 1" DOMESTIC WATER METER. APP XIMATE LOCAT I ON-F I ELD VERIFY• 2. EXISTING 12 STATION CONTROLLER (7 USED). APPROXIMATE LOCATION-FIELD VERIFY. 3. EXISTING 1 >25" PVC MAINLINE PIPE. APPROX I MATE LOCATION--FIELD VERIFY. 4. EXISTING IRRIGATION VALVE. APPROXIMATE LOCATION-FIELD VERIFY. 1 5. DOMESTIC IRRIGATION WATER POINT OF C ECTION(POC) AT EXISTING U I CK COUPLING VALVE. APPROX I MATE LOCATION. FIELD 'Sl ' ��'��••�� ``;�``�°� ff - VERIFY. O �t'ti► --- f 6. INSTALL AND CONNECT FIVE I RR I GAT I ON CONTROL WIRES IN 1 .25" ' : ' '• CONDUIT FROM EXISTING CONTROLLER TO NEW JACKSON AVENUE IRRIGATION MAIN POC. INSTALL JUNCTION BOX PER CITY STANDARD AT 1 ' ON-CENTER. INSTALL CONDUIT PARALLEL TO EXISTING MAIN \ �� f 'c• t ' `�t-,. �`.. `• APPROXIMATELY 1 " FROM EXISTING 1 25`®° IRRIGATION MAINLINE. • -` `' BUNDLE CONTROL WIRES AND COMMON WIRE {SEE NOTE 7 BELOW} TO f4 NEW JACKSON AVENUE MAINLINE PER CITY STANDARDS FROM POC TO ; ', ; e ____ yg___ ____._ _ o i_i, . NEW I RR I GAT I ON AND LANDSCAPE IMPROVEMENTS ALONG JACKSON o e t w ... I ''` A BORE -- - ' t �.� - }� f r "'` r. AVENUE. _ ` ` J. 7. INSTALL AND CONNECT NEW COMMON WIRE TO EXISTING COMMON a `0 �• .. 1 + •:k ,.+.,._-.+ .._;..........®...,.. " so M3e,,e gye,.� `sy a „w„,._.... ... .,.. #4 ..'w , R:y. r.. �: ""'e+ -" ..-i t"' �»:: -atJ, tr°' w.�..,'.�.-«".e �.� f: t _ - �__�� - f p'r IRE AT EXISTING REMOTE CONTROL VALVE AND INSTALL I N 1 GREY E `+.� •�'.+w.. +•_•_'^•R;,..,,, ...' '• _ ..,. >.� - 4 p I ., . *" '.,. �k' r"'rn;}..- "'v..:„_,,,,.,,,,_.r• .a �'�a.d•°a'". �"^ ,� r """ °.: j IL fE' ,:. y _, .- .• !, i ' ,' .x --,a.... w Ate, e ■ r; ,.e.. `,'.•-.. _ �' , CONDUIT FROM EXISTING VALVE TO NEW JACKS AVENUEIRRIGATION a ff �r rJ ' " :3 '�,- t :->... ..._.. �- ... .t"°8' "w 1,lg .as... -,..:rye jw.. '`'t r• .yam k �� °.t.4 n.l.�.'.` �. ,..,.. ..,.....»,,.» .. ,... ,., .Rd.•#,• .. • �,'.,J_ 1:.. -.,.•+ ._^ �at,�a*'+ rW ,,_ .-.w-_• ...»•. ""w.•..._ • d.A,# ( , 7 r4p , _.� T,�- .` _ _ . - -- _ M _ffi . �• W . � . , �. _�.,�.-t•- ,. `•° *. � POC. INSTALL CONDUIT PER CITY OF MURK I ETA STANDARDS. INSTALL *�, � �• � ,„ ...> -.•® "'` "`! .._ ..W 1 „, '•v. g +«'°. %? •,....� '^+b,, ys,:lh. A•lt� :6 .A' .s awmee .ue•aam.a.ar •se.♦ _,!" ' .«. ..,.,, •... ,,.� . ., 't,t.,t4S*.# ° t-- ttji •,. ._ _ __ - _ ,; _ _. _ CITY STANDARD AT 180 ON-CENTER. r- _ IV _ JUNCTION J NC ION BOX PER ,.. "°^ ' %`w. ! `"a,, _ "'a t � l gryi'�pl ....- '••,`"",,;. ^,,, ,4 5^,F' , .fi .. .-.....m.,.,,.a.«...m,,.w,..,.,.-,,...»..,».-....w...w.... •:� -«....,...•t.'pM. `,.r e` ::;�+4��5 � `O`.,��r� '•m`.k.,;~.,,"", `!i} 1. ,,�11l d�...._� w.. *_#.-- a. �i h•A� `•.,4-M.. -' k.°1.ag,L`mws 5� . NEW k JACKSON AVENUE IRRIGATION MAINLINE SEE ABOVE. �- soo _ In 'ti y �'t ` . ` ,\4 �.,ti er.'e"'q � ,R'4 :a.w f ddl !® ~`"`..�,'»,,,`�h ,'a^• �• � ...« .«,.,..,.,. ..,wm,,,......,.,..„—.,_...,..,..,._._,__....,-.® _._ _. _ —._..———————'—— --^ �G..._> _�- .,_ ....w. , ..� ..,m «..,....,._....�. #� `� ., r. - "�!.''4,y '' :,• �e'i'" dl O� -••,,ti ''` .,.,.> ---t--l�i -- ....t`f ._ .» ,.»., .... -....." `Pam"`"--- R"w,. '-•a ,. `^v, tl � ``. + ,: •`t • ✓ ,� .� f .,,,. 'T.ty1•. '..r ":.+ ♦ e,,4"w� '•+. ., ...« —._.., ,... .......,,. 4 ...� .�.....V............«...--_.___..,_..... ... .. _.. -` .r"`...• ... ,� ,. —f�' •••,w; wqq A W ° .,. + [/y M ~ .'4 ——.......__.—®—/ f t i0V ^ iM i y, '",t• 1 r,{ Tf In -ftft. FdG urr. oner. K AT n WARM SPRINGS CREEK LEG Em mms Lm 016 Am NwmD ?Nm%0&T._Em%s'mb' %s ro S"na E E mip 13"" IF 0 im th' 1 0 RM,1 4%1 A T 10 N 7 ARBORETUM PLAN SCHEMATIC NOT ,TO SC -- - 20 0 20 40 60 1 c� NOTES: SCALE. 1"=20' 00 r� ALL. AREAS DISTURBED TO FACILITATE PUBLIC I ROVE NTS NOT RECEIVING PLANTING AND IRRIGATION SHALL RECEIVE EROSION CONTROL PER CIVIL PLANS. SHEET Aft OF ITS cr CONTRACTOR TO PROVIDE GPS COORDINATES FOR ALL SLEEVING A RECORD IN FINAL AS-BUILT PLANS. ENGINEERING DEPARTMENT 13v ALL I RR I GAT I ON PRESS MAIN LINE PIPING SHALL BE INSTALLED LED TO MAINTAIN TEN (10) FOOT MINI HOR I Z TAL, ONE (1 ) FOOTMINIMUM VERT I CAL � � �,, �°-A""'"� DESIGN CONSTRUCTION < SEPARATION FROM ALL POTABLE WATER PIPING WITH POTABLE WATER PIPING LOCATED ABOVE. WHERE IRRIGATION AND POTABLE WATER PRESSURE PIPING , CROSS, THE IRRIGATION LINE SHALL BE INSTALLED AT A MINIMUM OFONE-FOOT BELOW THE POTABLE WATERLINE. 40M 00uWY 08VERMVE sum Sao TEMECULA,CAL A s2M-6o2� <c CONSULTING s5ts7�.8o4�z • FAX 95t676.7240 • U THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWNARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONDUCT HIS OWN RESEARCH � � + � t�� com TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN Oil` THESE: PLANS. �� ®a►sE ��` N REC D BY: DATE: Underground mice Alert BENCH MARK APPROVED FOR SIGNATURE ct -o ° � wny 01 __ __�_.. ��EFaQ YQG RI IDE COUNTY AFDC T- 1: ALUMINUM DI IN SCALE P AIRED BY DATE APPROVED�► �.�� C? ACCEPTED BY: DATE: Call: TOLL FREE . LOCATED 124.8 W. OF CLINTON KEITH ROAD, 5!401/47 � `��" � `n GROG BU ER ` 47.6N. OF AVENUE,- 2'S. A 6' IN L I GEORGE M I NG DATE HORIZONTAL Di IC /CI11t I EXP. I kTE t3 DIRECTOR RECTOR OF PUBLIC C WORKS ' 1-800 , AS NOTED -2'�' <� A PO STATION SITE 1O N° BY: PR CT WING NO. +- : gs9:::.:=:: CITY OF TEMECULA 22-4133 PARKS MAINTENANCE DATE INITIAL DATE IN I T I At� `� . „off' P.P. 207 FIBERGLASS I T 1 SUPERVISOR VERTICAL WO REVISION DESCRIPTIONSHT BY: �' -3 n R.C.E. No. 47109 EXPIRES: 12/31/1 I Two woRKtNc DAYS BEFORE YOU Dlc DATUM:NGVD29 DATE: 1-31-83 VAT I 1199.072 CITY OF MURK I ETA AS NOTED R.L.A NO. 3152 EXP. DATE 9 j3t�J 3 ENGINEERCITY OVAL FIELD ,,,- A A A omit A MITIGATION AREA LIMITS - TYP. e NA 1 ►: A A . f A A � 1 Yz A 4Wr 1 2Y2k%TCHLINE SEE SHEET 9 � A A SEE SHEET 12 FOR IRRIGATION LEGEND AND NOTES SEE SHEET 13 FOR IRRIGATION DETAILS MATCHLINEIIiis SEE SHEET 9 77, ............ Ilk W. Y2" A A E I A a Ln Ixx INSTALL IRRIGATION MITIGATION AREA LIMITS - TYP. - 1 MAINLINE AT BACK OF \ Ln SIDEWALK I POINT OF CONNECTION C: � � --� -- �- � _ CONNECT 1 PVC MAINLINE PIPE TO EXISTING PRIVATE \ l IRRIGATION MAINLINE. CONNECT NEW VALVES TO T ( EXISTING PRIVATE IRRIGATION CONSTROLLER. l CONTRACTOR SHALL VERIFY LOCATION OF EXISTING '� B MAINLINE PIPE AND CONTROLLER IN FIELD AND CONFIRM EXISTING SYSTEM HAS CAPACITY TO SERVE NEW PARKWAY MURRIETA LANDSCAPE AND IRRIGATION SYSTEMS. COORDINATE FINAL �? �- LOCATION AND CONNECTION WITH THE OWNER. CONTACT `'\ 4 c� MURRIETA PALMS, CHIP POLVOORDE 51-323--5682. ` 20 0 20 40 60 0 ,�. NOTES: SCALE: 1"=20' 00 ALL AREAS DISTURBED TO FACILITATE PUBLIC IMPROVEMENTS NOT RECEIVING PLANTING AND IRRIGATION SHALL RECEIVE EROSION CONTROL PER CIVIL PLANS. i > c� SHEET CITY OF MURRIETA sw.E, = CONTRACTOR TO PROVIDE GPS COORDINATES FOR ALL SLEEVING AND RECORD IN FINAL AS-BUILT PLANS. HORIZONTAL, DESIGN CONSTRUCTION ENGINEERING DEPARTMENT ° aL�N" �ALL IRRIGATION PRESSURE MAIN LINE PIPING SHALL BE INSTALLED TO MAINTAIN TEN {10) FOOT MINI ONE (1 FOOT MINIM VERTICAL c� Q SEPARATION FROM ALL POTABLE WATER PIPING WITH POTABLE WATER PIPING LOCATED ABOVE. WHERE IRRIGATION AND POTABLE WATER PRESSURE PIPING , , . I CROSS, THE IRRIGATION LINE SHALL BE INSTALLED AT A MINI OF --FOOT BELOWTHE POTABLE WATERLINE, ° LMOISCM2E. 1MPFtC*WMT COUltt Y C ER DIIVIIII 6UIITE 100 C� SEP. 30 2013 U-A,C 92 022 JACKSM C O N S U E,TI N Gi 9%6762M • FAX 951,676.7240 � .com THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE, PRIOR TO CONSTRUCTION, CONTRACTOR TO CONDUCT HIS OWN RESEARCH ' '° c� TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THESE PLANS. ��` `� N COMMENDED BY: Un rgrQuncB Service Alert BENCH MARK APPROVED FOR SIGNATURE C! -` 00 E r �gtiF�� YQG RIVERSIDE TY E T- --81: AL I DI IX_ SCALE PREPARED BY DATE j o ACCEPTED DATE: �� o �a11� TOLL FREE . L 124.8' I KEITH , 40 It& +�►� DATE rn HORIZONTAL R 1-8C}0 47.6'N, { A ° 2'S. 6' IN LINKF GEORGE M ING DATE tkOOFIC /CI i . tMTE + 13 ,,-- D I RECTOR I C WORKS AS NOTED ' `ZS°I < 422-4133 A STATION I 10 N, PARKS MAINTENANCE DATE iN 1 T i AL DW BY: CT No. WING . CITY OFT CULA P.P. 207 2E;SET FIBERGLASS T 1' . SUPERVISOR VERTICAL w DATE 1 N 1 T 1 REVISION DESCRIPTION BY: JA 07-311 n R.C.E. No. 47109 EXPIRES: 1 Two WORKING DAYS BEFORE YOU DIG DA DATE: 1-31- ELEVATION 11 .072 CITY F MURR I ETA AS NOTED R R.L L.A NO. 3152 EXP. DATE 9 j J 13 ENG 1 DER CITY OVAL FIELD S NOTICE TO CONTRACTORS TCSD AREAS =ON=SITE RECYCLED WATER IRRIGATION NOTES IRRIGATION MATERIAL LEGEND 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 1. THE INSTALLATION, OPERATION, MAINTENANCE, AND REPAIR F THE IRRIGATION WATER SYSTEM SYMBOL ANUFACT. MODEL NO. / DESCRIPTION DETAIL DETAIL THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR SHALL CONFORM TO ALL REQUIREMENTS AS SET FORTH WITHIN THE LATEST VERSIONS OF (CITY OF MURRIETA) (CITY OF TEMECULA) KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE APPLICABLE RANCHO CALIFORNIA WATER DISTRICT(RCWD) REGULATIONS AND ORDINANCES. P.O.C. EXISTING 1" DOMESTIC WATER METER A BACKFLOW PREVENTOR - SEE PLAN CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES N/A N/A SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS 2. ANY MODIFICATIONS TO THE POTABLE WATER OR IRRIGATION PIPING AND SYSTEMS SHOW ON HUNTER ICV-201 G-R NORMALLY CLOSED TER CONTROL VALVE SID017 N/A RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THESE PLANS MUST BE APPROVED IN WRITING BY RANCHO CALIFORNIA WATER DISTRICT. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CALSENSE F -IB BRASS FLOW SENSOR SID026 N/A CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE 3. ALL ON---SITE IRRIGATION PIPING SHALL BE PURPLE POLYVINYL CHLORIDE {PVC} AND IDENTIFIED AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF IN ACCORDANCE WITH THE CURRENT COP REQUIREMENTS. NIBCO T-560 2" MANIFOLD ISOLATION BALL VALVE INSIDE VALVE BOX WITH PURPLE LID SIDO18 N/A CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 4. ALL POTABLE WATER PIPING EXTERIOR TO STRUCTURES SHALL BE COPPER AND BE PROTECTED THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING TORO 100-ATLVC QUICK COUPLER VALVE (PURPLE IN COLOR AND MARKED FOR THE USE OF RECYCLED WATER - TCSD AREA) SID021, OS-7 27, OS-7HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, AND BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLfl PREVENTION ASSEMBLY INSTALLED AT THE POINT OF CONNECTION. POTABLE WATER PIPING SHALL NOT BE TAPPED INTO FOR HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR IRRIGATION USE. CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER NIBCO T-381-WK 1" BRASS MANUAL ANGLE VALVE INSIDE VALVE BOX (PURPLE LID - TCSD) SID015 N/A ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. LINES ARE STRICTLY PROHIBITED. FINES MAY BE LEVIED. . HUNTER ICV-101 G- S-R (1") PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. INSTALLED WITH NIBCO T-381-WK 1" BRASS MANUAL SID016,510029 N/A 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 5. QUICK COUPLERS ON THE RECYCLED WATERSYSTEMUST E ACME THREADED AND MUST BE ANGLE VALVEAND A IAD 1-1 1 TRAINER. FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO PURPLE IN COLOR AND MARKED FOR THE USE OF RECYCLED WATER. QUICK COUPLING VALVES HUNTER ICV-101 G-A -R (2") PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. INSTALLED WITH NIBCO T-3 1--WK 2" BRASS MANUAL SIDO15 N/A CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE ONLY. QUICK COUPLER VALVES RESOLVED. ANGLE VALVE. CANNOT BE LOCATED WITHIN 50 FEET OF FOOD PREPARATION, OUTDOOR EATING AREAS, OR 4. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE DESIGNATED CHILDREN PLAY EQUIPMENT OR WITHIN THE FENCED PERIMETER SURROUNDING SENNINGER USE MODEL# PMR-40MF INLINE PRESSURE REGULATOR FOR DEMANDS LESS THAN 18 GPM. SID051 1-10 FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST SWIMMING POOLS. USE MODEL# PMR-40HF INLINE PRESSURE REGULATOR FOR DEMANDS GREATER THAN 18 GPM. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS". 6. PRIOR TO THE FINAL COVERAGE TEST, ONE 1) COMPLETE SET OF LAMINATED CONTROLLER 113 CALSENSE 2000E-24-LR-RRE-SSE-R CONTROLLER, PEDESTAL MOUNTED, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE SID033,SI0035 N/A CHARTS AND IRRIGATION AS-BUILT DRAWINGS SHALL BE PROVIDED TO THE DISTRICT. AT RCWD DIRECTION, A SECOND COPY F CONTROLLER CHARTS SHALL BE PLACED IN THE CONTROLLER POWER SOURCE FOR CONTROLLE P EDISON PLANS IRRIGATION NOTES CABINET.. , N/A N/A NO SYMBOL CALSENSE RRE-TRAN RADIO REMOTE TRANSMITTER - PROVIDE 1 RRE-TRAM RADIO REMOTE, WITH CARRY CASE. 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING 7. RCWD SHALL :BE NOTIFIED' SEVE 7) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AT „ ,. SID047-SID049 1-8--9,1--12 TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF 951) 296-6900 TO SCHEDULE PRE-CONSTRUCTION MEETING. NO SYMBOL SALCO PRESSURE COMPENSATING "ZERO FLUSH DRIP EMITTER, OPERATING AT SPSI, 1 GPH FOR SHRUBS AND 2 GPH FOR TREES THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. S RECYCLED WATER SGNAE {TCSD AREA) OS- . OS- . 8. ALL IRRIGATION PRESSURE MAIN LINE PIPING SHALL BE INSTALLED TO MAINTAIN TEN (10) FOOT 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND MINIMUM HORIZONTAL, ONE (1) FOOT MINIMUM VERTICAL SEPARATION FROM ALL POTABLE WATER PACIFIC PLASTICS PVC PIPE 2 1/2" CL. 315 (PURPLE FOR USE WITH RECYCLED WATER - TCSD) AS MAINLINES 24" BELOW GRADE SID037 1-31�-32 SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND PIPING WITH POTABLE WATER PIPING LOCATED ABOVE. WHERE IRRIGATION AND POTABLE WATER SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN PRESSURE PIPING CROSS THE IRRIGATION LINE SHALL BE INSTALLED AT A MINIMUM OF THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY. ONE-FOOT BELOW THE POTABLE WATERLINE. PACIFIC PLASTICS PVC PIPE SCH. 40 (PURPLE FOR USE WITH RECYCLED WATER-TCSD), 1" SIZE UNLESS INDICATED 'OTHERWISE ON PLANS, AS SUBMAIN 18" SID037 1--32 BELOW GRADE 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING 9. THE RECYCLED IRRIGATION SYSTEM SHALL BE OPERATED WITHIN THE TIME PERIOD OF 9:00 P.M. WORK. TO 6:00 A.M., UNLESS OTHERWISE ESTABLISHED BY THE RANCHO CALIFORNIA WATER DISTRICT. ---..--„o- PACIFIC PLASTICS UVR PVC LATERAL PIPE ON GRADE, /4" SCH. 40 (WITH RECYCLED WATER WARNING STICKERS PLACED EVERY 3 FEET OF PIPE-TCSD) SID041,SIDO46 1-7,1--14-••15 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK 10.HOSE BIBBS ARE STRICTLY PROHIBITED ON RECYCLED WATER SYSTEMS. PACIFIC PLASTICS UVR PVC LATERAL PIPE ON GRADE, SIZE AS SHOWN, SCH. 40 SID039,SID041 1-7,1-14--15 INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN 11.RECYCLED WATER PIPING SHALL NOT BE INSTALLED INTERIOR TO ANY STRUCTURE. ___ RAIN BIRD XFS-09-18-XX (PURPLE-TCSD) DRIPLINE TUBING WITH COPPER SHIELD. TUBING SHALL HAVE EMITTERS SPACED AT 18" ON CENTER. DETAIL A & B DETAIL A & B CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS WHEREVER POSSIBLE. 12.IRRIGATION WITH RECYCLED WATER SHALL NOT RESULT IN PONDING OR RUNOFF. ADJUST ALL EACH EMITTER SHALL HAVE A DISCHARGE RATE OF 0.9 GALLONS PER HOUR ,(GPH). TUBING SHALL BE INSTALLED 4" BELOW FINISH SPRINKLER HEADS TO MINIMIZE OVER SPRAY ONTO SIDEWALKS, STREETS, DRINKING AND GRADE, SPACED AT 18" APART (MAX.) INSTALL A FLUSH VALVE ASSEMBLY AT THE END OF EACH TUBING RUN. TUBING TO BE 6. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS DECORATIVE FOUNTAINS, COMFORT STATIONS, PLAYGROUND EQUIPMENT, PICNIC TABLES, BBQ, INSTALLED IN PARALLEL ROWS, PARALLEL TO CONTOURS. INSTALL PER MANUFACTURER'S SPECIFICATIONS SEE DETAILS ON SHEET 13. IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PRIVATE LOTS, ETC. - -------�` PACIFIC PLASTICS PVC PIPE SCH. 40, PURPLE FOR USE WITH RECYCLED WATER A SLEEVING, ICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED SID038 1-33 PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF ___________ THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL 13.SIGNS OR DECALS IN ENGLISH AND SPANIH READING "RECYCLED WATER, DO NOT DRINK" AND PLACE BELOW ALL PAVEMENT, ETC., AND AS DIRECTED BY THE CITY {TCSD}, ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY. THE "DO- NOT DRINK" SYMBOL MUST BE POSTED ON PUMP CABINETS, ON CONTROLLER STATIONS NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #8-14UF (SEE SCHEDULE BELOW) AWG DIRECT BURIAL U.L. APPROVED) SID037 1-32 AND AT SITE ENTRANCES OR ALONG WALKWAYS AND AT EVERY 250 ALONG FENCE LINES, AS 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL DESIGNATED ON PLANS. RECYCLED WATER SPRINKLERS AND SPRAY HEADS MUST HAVE PURPLE CONTROL WIRE SCHEDULE: MAXIMU LENGTH OF RUN BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR CAPS, PURPLE COLLARS, AND THE RISERS HAVE A RECYCLED WATER DECAL. LARGE-THROW CONTROL/ COMMQN N .1, ,IN .I NU. BOTH EQUIPMENT AND INSTALLATION. HEADS MUST HAVE PURPLE INSERTS. PURPLE CAPS AND COLLARS MUST BE FIRMLY AFFIXED TO NO. 14 1,700' ,000' 2,400' 2,700' $. ACTUAL LOCATION FOR THE POINT OF CONNECTION FOR IRRIGATION WATER AND INSTALLATION HAVE A "RECYCLED WATER, DO NOT DRINK" DECAL SPRINKLER HEADS. ALL OTHER ABOVE GROUND EQUIPMENT MUST BE COLORED PURPLE OR N0. 12 2R SIGN. '700' 3'300' 3,800' OF THE AUTOMATIC CONTROLLERS IS TO BE DETERMINED IN THE FIELD BY THE CITY. NO. 10 4,300' 5,200' 14.ALL VALVE BOXES FOR ON-SITE BURIED VALVES AND QUICK-COUPLERS SHALL BE IN NO. 8 L6,700' 9. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SLEEVE PER PLAN. ALL WIRE UNDER ACCORDANCE WITH DETAIL DRAWING NO. OS-1 . ABOVE WIRING SCHEDULE IS BASED ON THE USE OF A 24 VOLT AUTOMATIC IRRIGATION PAVED AREAS TO BE INSTALLED_ IN A SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE CONTROLLER AND WIRE SIZE IS BASED ON OPERATING ONE VALVE AT A TIME. THROUGH OR PER PLAN. ALL SLEEVES TO BE INSTALLED PER PLAN. SLEEVES TO EXTEND AT 15.WARNING TAPE FOR THE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR PER DETAIL LEAST 12" PAST THE EDGE OF PAVEMENT. ALL SLEEVE ENDS SHALL BE FILLED WITH DRAWING OS-5, WITH THE WORDS "CAUTION: RECYCLED WATER" IMPRINTED IN MINIMUM 1 INCH NO SYMBOL SPEARS DS-400 PRE FILED WIRE CONNECTOR, FOR ALL WIRE CONNECTIONS SID044 1-39 AEROSOL FOAM AFTER THE WIRE, MAINLINE, AND LATERALS HAVE BEEN INSTALLED. HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. NO SYMBOL AS APPROVED PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 200 FEET ON CENTER AS NEEDED AND AT THE ENDS OF ALL SID045 1-40 10. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE 16.WHEN POTABLE WATER IS ONSIT , THE REQUIRED CDPH TITLE 22 CROSS CONNECTION SHUTDOWN SLEEVES UNDER PAVING. PULL BOXES SHALL BE PLASTIC RECTANGULAR WITH BOLT DOWN COVER, SPLICES WILL NOT BE ALLOWED POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION TEST SHALL PRECEDE THE FINAL RELEASE OF THE IRRIGATION SYSTEM. THIS TEST WILL BE WITHOUT APPROVAL. DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF PAVEMENT. CONDUCTED BY RCWD. NO SYMBOL ,_ TORO 100--ATLVC QUICK COUPLER VALVE .QRIP. LIHF FLUSH VALVE PURPLE IN .COLOR. AN MARKED FOR. THE USE OF RECYCLED WATER-TCSD OS-7 OS-7 .. ) 1'7:'ALL PUBLIC AND, PRIVATE 'PO ► R MAI A Y�T BLE WATER `MAINS INCLUDING FIRE'MAINS AND AN WATER WELLS, ABC P U,S AS WELL AS ALL WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON ,� HUNTER MP300O PROS-00 . THE PLANS. 360 40 364 30' SI0008 NA/ REPAIRS TO EXISTING IMPROVEMENTS 18.IRRIGATIGN SYSTEMS MUST BE COMPLETELY SEPARATED FROM THE DOMESTIC POTABLE SYSTEM. g HUNTER MP3000 PROS-00 45-210 40 30' SID008 N/A ALL TEMPORARY POTABLE CONNECTIONS FOR CONSTRUCTION OR IRRIGATION MUST BE HIGH LINED CONTRACTOR TO REVIEW IRRIGATION PLANS THOROUGHLY. NOTE THAT NEW MAINLINE IS ROUTED FROM AN ALTERNATE POTABLE SOURCE ONLY AS APPROVED BY RCWD. SAID CONNECTION MUST NOTE: THROUGH EXISTING LANDSCAPED PARKWAY IMPROVEMENTS CONTAINING LANDSCAPE AND IRRIGATION BE MADE THROUGH A TEMPORARY CONSTRUCTION METER AND AN APPROVED ABOVE GROUND CONTACT CALSENSE AT 1-800-572-8608 FOR LOCAL RADIO SURVEY AND LR-HUB LOCATION PRIOR TO PURCHASING CALSENSE EQUIPMENT. IMPROVEMENTS. CONTRACTOR TO PROTECT EXISTING SYSTEMS IN PLACE AS MUCH AS POSSIBLE. REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE RPPD) PER DETAIL DRAWING OS-3. NO SYSTEMS THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR PURPLE COLORED PIPING OR APPURTENANCES SHALL BE CONNECTED TO ANY POTABLE WATER CONTROLLER/ AND PROPERTY OWNER AS PART OF THIS CONTRACT. REPLACE DAMAGED SHRUBS AND TREES TO SOURCE. ------ VALVE NUMBER MATCH THE ORIGINALLY SPECIFIED PLANT. MULCH SHALL BE REPLACED TO A DEPTH OF 3". 19.A SITE SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR Al 7 ----G.P.M. WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF 1" 431 E APPROX. NUMBER OF EMITTERS BACCITY NDKT HW5 SPECIFIC C SS CONNECTION REQ REQUIREMENTSPROTECTION, RECYCLED WATER RECYCLED WATER SYSTEM. RULES ID PERSON REGULATIONS, REQUIRED E Q VALVE SIZE �., 1 . ALL WORK SHALLWITHIN CITY OF TEMECULA SHALL COMPLY WITH THE CITY OF TEMECULA TO PROVIDE A 24-HOUR CONTACT PHONE NUMBER AND ATTEND APPROVED SITE SUPERVISOR In TRAINING. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED COMMUNITY SERVICE DEPARTMENT LANDSCAPE STANDARD SPECIFICATION AND INSTALLATION TO RCWD. DETAILS. 2. INSPECTIONS ARE REQUIRED BY THE TCSD L SCAPE INSPECTOR PER THE TCSD LANDSCAPE 20.INTERCONNECTION OF IRRIGATION PRESSURE SUPPLY LINES ORIGINATING FROM ORE THAN ONE METER IS STRICTLY PROHIBITED. CONSTRUCTION INSPECTION JOB CARD. 21.FLUSHING OF RECYCLED WATER THROUGH IRRIGATION SYSTEM PIPING SHALL BE PERFORMED IN 3. CONTRACTOR SHALL CONTACT THE TCSD AT (951) 694- 6480 PRIOR TO COMMENCING LANDSCAPE ACCORDANCE WITH NPDES REQUIREMENTS. DISCHARGES FROM THE SITE AND PONDING ARE NOT z INSTALLATION TO SCHEDULE THE REQUIRED PRE-JOB MEETING. PERMITTED. IF NECESSARY, FLUSHING MAY BE DONE BY DIVERTING RECYCLED WATER INTO A < STORAGE TANK, TANK TRUCK OR OTHER APPROVED HOLDING FACILITY. HOLDING FACILITIES MUST 4. I RR I GAT I ON CONTROLLER CHARTS ARE REQU I RED TO BE COMPLETE PRIOR TO BEGINNING THE BE CLEARLY MARKED WITH WARNING SIGNS. RECYCLED WATER SHALL BE TRANSPORTED AND GENERAL IRRIGATION NOTES. MAINTENANCE PERIOD. DISCHARGED AT AN APPROVED SITE IN AN APPROVED MANNER. 1. CONTRACTOR SHALL INSTALL ONE 1 COMPLETE DRIP IRRIGATION STATION SYSTEM I.E. REMOTE CONTROL VALVE, DISK FILTER, PRESSURE. REGULATOR, z W 5. THE CONTRACTOR SHALL SUPPLY DATA REPORTS FROM TIME CONTROLLER TO THE CITY AT THE 22.FAILURE TO COMPLY WITH ANY O LATERAL AND EMITTERS, FLUSH VALVE, ETC.) CONTRACTOR SHALL THEN CALL THE CITY INSPECTOR FOR AN INSPECTION AND TESTING OF THE IRRIGATION ALL F THE ABOVE REQUIREMENTS MAY RESULT IN STATION. ONCE THE CITY REPRESENTATIVE APPROVES THE INSTALLED IRRIGATION STATION, THE REMAINING GRIP SYSTEM MAY BE CONSTRUCTED. � 30, 60 AND 90 DAY INSPECTION. THE CONTRACTOR IS TO REVIEW THE DATA AND MAKE TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. CORRECTIONS TO ALL IRRIGATION SYSTEMS AS REQUIRED. 2. IRRIGATION MAINLINE, VALVES, SEEVING AND QUICK COUPLERS ARE SHOWN IN ROAD FOR PLAN CLARITY. EQUIPMENT SHALL BE PLACED WITHIN PLANING AREAS IN MEDIANS WHENEVER POSSIBLE. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE CITY RIGHT-OF-WAY. WATER SOURCE NOTES POWER SOURCE NOTES CONTROLLER NOTES. 3. CONTRACTOR SHALL RE-DESIGN AND RETROFIT THE ADJACENT EXISTING IRRIGATION TO ELIMINATE OVERSPRAY ONTO THE NEW EQUIPMENT. T SEE PLANS SEE PLANS SEE PLANS 4. IRRIGATION SYSTEMS USING RECLAIMED WATER SHALL BE DONE I ACCORDANCE WITH THE RANCHO CALIFORNIA WATER DISTRICT RULES AND REGULATIONS. co SHEET CITY OF MURRIETA SHEETS P t®,` 'c► 12 ENGINEERING DEPARTMENT 13 ' sommooft., PLANNING E DESIGN E CONSTRUCTION (If law < i N COUNTY CENTER DRIVE,SUITE 100 r TEMECULA,CALF-ORNIA 92591-6022 AVENUEJACKSON IRNGATION LEEND AND NOTES /`. 30 2013 G CI N aS U LT 1 N G 951676.8042 FAX 95t676.7240 Q .ccm i cc RECOMMENDED BY DATE: Underground Service Alert BENCH MARK _ APPROVED FOR SIGNATURE ` CAS RIVERSIDE COUNTY T-59 1. ALUMINUM DI I APPROVED F o oGo $ .. SCALE PREPARED BY DATE A,�E ACCEPTED BY: DATE. �� Call: TOLL FREE . LOCA 124.8 I KE I , '� �° 1 HOR I ZONTALLn G G LER 1-600 47.6'N. { A 2' A 6' IN LI GEORGE M ING DATE �, ,� oI�ET iC /CITE i . tI 6 13 < DIRECT OF P L I C WORKS ,,� A STATIONSITE 10 AS NOTED BY: CT NO. WING NO. h CITY OF TEMECULA �� PARKS MAINTENANCE DATE INITIAL DATE INITIAL `� P.P. 2075t52E= F I ASS I T 1' NORTH. VERTICAL A0*0 ri 47109 12 j31 11 fi Y Y DA 29 DATE: 1-31- VAT I . 11 .072 SUPERVISOR REVISION DESCRIPTION B BK Y: JA 07-311 R.C.E. NO. EXPIRES. I „� WO WORKING DA S BEFORE OU DIG CITY OF MURR I ETA AS NOTED R.L..A . 3152 EXP. DATE 9 f 30 f 1 Ems'I ER t�' �t CITY OVAL FIELD #P S E (;0*4 STRUC 104 PLA14S FIN Kw-,IED GRAM IN'r-,uRF AREAS V1 PS'S PIP L S VALI&K MEDIAN IRMATION CON714LES 3URIF70 RVC SUMAIN 'Nr Tv PLASIX,, OU ;VALVE 5OX IVIVITH 801_7 00%,O`VT%, %rr NoTr AT 36T-c*.�.,roR P-�'FAFZVMAY IRMGATION CON711NJES. NOT AND�OASHER. _j*-M PVC SLIF RUSHING AS R7QUIRED 0"OVEk JSF_STAINLESS BOL" ....... HFAT R-RAO)ND"()CV`ONTO 11111. 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WP+114 RC%rS ARE E f SLOPE,,ANED �,'�FYF FIL FR,'SFF 'UblING S'AM%8'-_;+! SPRING CHECK�,VHEN-RC4S ARE AT 70P STAINtFSS STFFL MAW pg OF SLOPE,LINE SIZE 70ER SUSPAMN", DE 74L 1-29 ipn 2 RMARED,SEE SPECS VALVE SEE Lo. FLJSH* FLUSH VALVE,SEE DE7,AIL 1-11 INSIAC e'H+7CKt/A`,_V' AMAX#AU'),4Of04 44 x W REBAR STAXES, Rk...... D AIL INI I ;<)OT z % 2 R7001RED 13 AfIf LW, At. W,2 DRF REMO-E CONTROL VIM VE, > IAI Ktl RACK SUPPORTS DRIP REMO E CONTROL VALVE, 3 REM PER BOX SFF DPT4_ 4 rz U�' 'A Lr�s r= —`VN2WC BOX EDGES S�-ALL BE )!NEN___� -WINIGUILAR SOACED aMJ3S, L/ 24"mom rDrzr or CONCR77,E PVC MAINLINE PIPE AND S L X j '17; SQi.8-4 SLIP TFF SVF Z PLO411TING! k�........ yp�,_A*1 111-FA041C �JVR P11C 14 %-!ALr ADA;:'TFR 4.4TF A VALVF ROX F[WFS SH'ALL,Sin V-4�ff'l A"FRAI (3N GRAI'-sF, SIF`,'AAIN1+4F X V GCNCR�TF �114 Pk!C 3,,4'x 1"2" 24`;�RUf,�FWGF 0; 00 w .tum or 6 r-ox,cENTi A ASS STREFETELLS,ONF� PLAW SPACING -t4GTH*A" -IT, AKE S RE PVC LArERAL ON GRADE� LE ADAr �R�W ADAPTER"C' ST� 0. LAIR- 11 3;4`DIA'.v1E0;1,X 4"LONG S BRASS THD.C ON'r Ir VLTOO P518 PIPF STASIA7FRS, Efllvllj 1;�:R ASS" LCNG BRASS THO.N"LE 9 Pi. PV0W1S1'4-*MN�_A1A,,A tA In YN P VC S fi I F�7 IW_SI/1-X'�4!- , _' DI 0\; 14 SEE DETAILS 1-6 AN -'2 Ij %4X WA OF 6 F C I:N I AND RRASS T40.NPOLE-1 -CL AH SWRiNG IN'. r;t 405 3 4 4 4-2 V A _11'R '*S 4I.Y LU I f,'NOTH AS S )P�- AR_,,QA.'AY 1�`41)1 H AN10," ,,A4 4S SHALL INSIAL CHECK VALV;i A MAXWWA OF 04E COMPONEN JOIK N N 6Z I SIZE. ,,,�()T UPFROV rHr1'r0',`,'(+81,"Pf, AND St St"ACIN`'#'vlLL VARY,�WJUSI EMIT-I'ER 2 Ift 36 fix. PVf3d:634-�-74-2VA F 41, SFF[FIAL 00 _S20110-1_1ArQ11V____J_.S_. A_ SPACING AND ECUIPMEN DRIP SYS'TFh:1 AW I_A I RAI", 'S AS LANDSCAP"FA604G -NO 4 40RE' AND10f 1M, -1r0JTRF0. NCITE; I rT %�L7 1FING WAY EX7E 0 '00 -tiANIM1717-77 PAS7THIS ........ DRIF SYSTEN.",A40 LATiMAL 7-41NG WAY PVC I_A1E',RA_Si)-IPLY LINflES ISHAL-RON PARALLEIL 11'0 S_L0+'V_-16 > I TH 04,'Ip F hit I T(H R : 1 14"ROCK,1 CJSIC FT. -.1VR P%"C LAT ER, AL�SUSMAIN)I0 RCV r-0,14 011��4ER EAF1 E 'M 71-4 LNES RU14 PERPENDICULAR TO SLOPE AS SHGA"ABOVE. > 4 XTE'40 NO MOR-THAII 100 FEET P.- - S N"01 L: OF ZONF,�. T'"F TOIAL 0 FVIJ I IFR SPACINC04 SHALt P,#,-hAS�-,-D ON-"LA4 T'ISPAC.ING,INS I ALL AL 1,4141GA I ION tA4*3 -,,'A- F P Mf'ISANAIE,FCX4 OYHEq U-40 OF ZOW� 11 IE, LLNGP�OF` AW ONL DRIP OTA,,_1_kPfW;iTFI OF AV, `,�04-F DRIP ZONF VERTtr.kk NOTE,' OVA,4 Al E 3,'-- 40 MORE 0 Flf,�W, I A I 8;_;ANWFH PHI-nSSURF R4-t30','.A1VwG VAILV"S. .10TH �, 0 PLAN ZOV 3!_ SW F NU k4O.RF T-AN 10 flAN I AY 00'�S,. AL)I-ju'St PtANfM SPACANG 1�04NAL I#E[H1(3ATK,*I AYOti 1. 1 CCV,.rO,NE--4TSD'.�'SC;MEC,ASCIVE. T�iElRf4C-ATIONSHAi SE CGMPLETELYINSTALLED PRIOR PWOR I A V1,14 0�. I ME DIVION A t*f VARY,AOJUS'� AS T�,�AN 4 r_�Al F,c_:'% I �'"IAP rA-4-fvo C-V jP40 44'41W%"� A� f.4#41 n%4 11 ENRON" NO SCALL RONNIE" NO SCALL NO SCALL CITY OF TEMECULA 3 CITY OF TEMECULA CITY OF TEMECULA CITY OF TEMECULA NO SCALL "Q0 SCALL X� CITY OF TEMECULA %-Y M, j 4 DRIP PRESSURE REGULATOR 1 - 10 1, iz, V DRIP EMITTER 1 - 0 1 - 11 SMALL SLOPE PARKWAY 1 - 15 QUICK COUPLER VALVE 1 - 27 ONE MEDIAN DRIP AND CHECK VALVE DETAIL IRRIGATION LAYOUT IN VALVE BOX ASSEMBLY DETAIL IRRIGATION LAYOUT 1 2 3 0 4 5 0 PVC EXHAUST HEADER QO)SUB—SURFACE DRIPLINE.- 0001% RAIN BIRD XF SERIES DRIPLINE (TYPICAL) f^,%PVC SCH 40 TEE OR EL (TYPICAL) POTABLE: XFS DRIPLINE kj14 MMSHED CRADE H7URF AREAS 04 A I_-pz;;;4 A L-------i NON—POTABLE: XFSP DRIPLINE PU-,S-'IG REGIANGIUJkR VALVE BOXE-S'V*41�4i 804-l'DOWN -------�N-C IRACATION M4;*INF 11frEn',N. N M in F T 3 BARB X MALE FITTING: 11 POLYETHYLENE BLANK TUBING: Gc)VF4S USF 81�A!Ni FSS F01!S�NUTS,A14)41AS14FRS. SPE-CMAMNS. INS i ALL WWLINE PIPE OF H FP RAIN BIRD XFD—MA FITTING (TYPICAL) BOXES TO BE PLACED ATRIG�-T ANGLE TO HARDSCAPE IS 1-F 'A I ARDSCAPF EDGE.,FX,^,,FPT RAIN BIRD XF SERIES BLANK TUBING INHERE NECESWORY-0 AVOID -A (4)FLUSH POINT (TYPICAL) Q2)BARB X BARB INSERT TEE OR CROSS: EDGE, HEAT BRAND"R0.0"ANC VALWE TOMMSER ONTO UNFORSFEN 06577RUCTIONSS CONTROL VAL`,4`:F BOX LID. SECOND BOX FOR FILTER SEE RAIN BIRD DErAIL "XFS FLUSH POINT" OR RAIN BIRD XFD—TEE OR ASSEMBLY SHALLHA1.1E*:)RIP'MONT SRA40ED ONTO LID, "XFS FLUSH POINT WITH BALL VALVE RAIN BIRD XFD—CROSS (TYPICAL) BRASS MMUAL A4G'_EE'VALVE.SIZE�PER RCV OW SVISM34 1", 7 FILT ER. 2 Q3)AIR RELIEF VALVE: 4,, @PERIMETER OF AREA -,�jWER ICV-101GRAS, 1`PLASTIC C'ONTROL VNLV;4:_:" RAIN BIRD AR VALVE KIT SEE DIET4.SID607 FOR ADDITIOW1 14FORMATION PVC,LA-F,RAL L W-,IpPi,WF pi�R 141�, r 011417"X�' IOMUL�,`ALVE PERIMETER DRIPLINE PIPE TO BE INSTALLED 2 SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" OR "XFS OR -SIR INEV FROM PERIMETER OF AREA AIR RELIEF VALVE KIT IN PVC HEADER V A,,',-Vf--IDTAGS Df4p SV4,CJEM C04TROL VAM f-7'A PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE Q4)BARB X FEMALE FITTING: k4i IANIS�+D GRADF H SHR�;F ARFAS' KIT (SIZED TO MEET LATERAL FLOW DEMAND) RAIN BIRD XFD—TFA-075 FITTING SCH.8-3 PVC'".0.=_1",I-E,LE-40 H AS REO. 7 M=1 fc"'PVC SUPPLY MANIFOLD -Y4" PVC NIPPLE, LENGTH AS NECESSARY r -i ------- %-Z� 5PRAY SYSTEEM COVTR(Y,�_VALVE 01WMAL) 13=*:E1: 3:4=1 3=0l3===EI 13=0 11 ILI % @CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE XFS Dripline Maximum Lateral Lengths (Feet) (TYPICAQ— SEE INSET A ....-ONO-ENERo 12' Spadnq _ 18" SE26nq 24 S pacing 9 < "GE IIE.SICREWALA ROADINAY. ADSCAFF E0 Inlet Pressure Nominal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) #1 Itr f I AS 10 15 psi 0.6 0.9 0.6 0.9 0.6 0.9 14 15 255 194 357 273 448 343 A R 2 8 291 220 IW8 313 394 J ------- 20 514 4 MAIINIAIN18'Si,;T 8ArK;;0R&AAMINIF 30 350 266 494 378 622 470 -R%l-4AJMCiSCAPE-DGE CXCEPT AS 407E ID; 2 40 396 302 560 428 705 541 P"VfC r-HFCK VALVE-7 SC14,W,-7VC 45 r-111-L IT 714G�SIZE PER INSET A 50 434 333 614 470 775 1 594 j S'VM 3 OR SPIRM I? FP NOTES: V A IIN t I I Y F I C A,1, .......... PV(0'LA7 E RAL LIN E D 0 IAN— v �z 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ' If' 1'03, VJ4 -,D PIPF,0-4 UP M1 C ON-PjXDE 1PE ELVATION. SEE RAIN BIRD XF—SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. CDMIRUCTIOW%1(4H AS 11GHT POLF,-'AQI�FR PE R SPECIFICA"KAS, 'ER AS N SC.H.80 r�/C U*a*'7YF`#CAL p 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. A MESTAL OR OT-4 AY BE 70UND 4 0 tit,SOE FOWFIA ARC 0 SGI.eA Z;$LIP FE- E 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. FILTER SEE SPECIFICATIOWS SUICH OUST UCT 11141TH,A SClri.90 PVCr,,OE. 0- N!P P I A BRAS S I*H 3. SCH,FX,T",D.COUPLIvIG AND A 5RASS NIPPLC .4 scH-.Fu�)Pvc tept r,I'DIA. N GTH AS REQTYPICAL L #X"Ftafti Saft 04 is B bal %sm ism RF Am kov;`E UKIPLINIM N.T.S. IRRIG,ATION C0XTR0i.kAd:;'<ES NO SCALL NO SCALL CITY OF TE CITY OF TEMECULA 5 MECULA ASY FIT COMPRESSION TEE: DRIP REMOTE CONTROL VALVE 1 - 29 MAINLINE AND VALVE 1 - 31 (DID IN RAIN BIRD MDCFTEE AND WY MANIFOLD LAYOUT �_.f If,�"' E FILTER ASSEMBLY D SUB—SURFACE DRIPLINE- _r RAJN BIRD XF SERIE DRIPLINE z POTABLE: XFS DRIPLINE NON—POTABLE: XFSP DRIPLINE INLINE DRIP EMITTER cl� A TIE DOWN STAKE: RAIN BIRD MS-050 WITH BEND (TYPICAL) 0 \Z/ 0 2 4 \Z) TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES: > I 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. SHEET 1 8 A SHEETS n 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE—DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. '"I'm OF MURRIEIA -7 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE 11E DOWN STAKES. PANNING 0 DESIGN 0 CONSTRUCTION 13. , ENGINEERING DEPARTMENT4 13 *1b iy, < LANDSCAPE IMPROVB4ENT PLANS 40810 COUNTY Ce4TER DRIVE,SUITE 100 S10110 Oft I&a 1011110 gos,0 a MIN& TEMECULA,CALIFORNIA 9269"022 JACKSON AVENUE S -V1- 2013 CONSULTING 9%676.8042 FAX 951.676.7240 a wwwPBF.com < UB X11m b S U B5 403 U RFA to;%k En Lm)& R%11'Oak L 114 t: t 5 KIAL N.T.S. 111111GAII(Al DUAMLS 00 C r- RECOMMENDED BY. ATE- Underground Service Alert BENCH MARK APPROVED FOR SIGNATURE APPWVED RIVERSIDE COLINTY BENCFMARK T-59-81: ALL)MINLIM DISK IN p CD OW-1- I SCALE PREPARED BY DATE DATE ACCEPTED BY: .3 �, C=) 111 10 .1,01,1V6 L.A14 gn ATE: ,; Call: TOLL FREE CONCRETE. LOCATED 124.8'W. OF CLINTON KEITH ROAD, 00� HORIZONTAL tRECTOR OF R&IC VM/CITY EWIWM f;CE63*Mj Er. CAE 2S. OF A 6' CHAIN LINK FENCE GEOR E MQ0 N EG VTLER -800 47.6'N. OF GRW AVENLE, DATE < 0 1 DIREC OR OF PUBLIC WORKS AS NOTED DWN BY: JF PROJECT NO. DRAW ING NO. CITY OF TEMECULA 422-4133 AROM A SCE POWER STATION AND RLAD Y&L SITE 10'N- OF PARKS MAINTENANCE 0 DATE INITIAL DATE IINITIAL < P.P. #2075052E;SET F I MRG� W I TWSS POST 1 1 NORTH. SUPERVISOR VERTICAL SHT CHKD BY: JA 07-311 n R.C.E. NO. 47109 12/31 Z 11 DIG DATM NG2VM DATE- 1-31-83 ELEVATI(ft 1199.072 AS NOTED ENGINEER OF WORK REVISION DESCRIPTION NO. 1 CITY APPROVAL FIELD BK 0-1 TWO WORKING DAYS BEFORE YOU CITY OF MURRIETA R.L.A NO. 3152 EXP. DATE 9/30/13 11-1 4, 4' 140,