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908ff_sppR/W I 4' 1 6' 30' u 12' 1 1 1 Lx 14 1,70% 1.70x 2:1 -� MAX ........ EXISTING GROUND VALLE VISTA ELEMENTARY SCHOOL Qlar 145 CFS Q,o=70 CFS COUNTY oF RlvERsIDE., STA rE oF cALIFORNIA 37REFE7 ��n]pG30O W[P=H[EHT3 [PL&H VALLEY WIDE RECREA TION AND PARK DIS TRIC T 30' t' 8' GRADED SHOULDER 2z - -i 2:I' 11 BASE MAX TYP I CAL SECTION ACA IA AVE N U E NOT TO SCALE STA. 10+00.00 TO STA. 3+24.55 RIVERSIDE COUNTY STD. NO 104 SECTION "A" T.I. =5.5 BAUTISTA CREEK CHANNEL FAI RVI EW Uadaror000d Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG r 2574 i tj it Li � nen � AVENUE INDEX MAP SCALE r=zoo' LEGEND - DIRECTION OF FLOW RIVERSIDE COUNTY NOTICE TO PRIVATE ENGINEER THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABIUTY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMMM TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANN) ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTTY ARISING FROM THE SOLE NEGUGENGE OF THE OWNER OR THE ENGINEER. RECOMMENDED FOR APPROVAL DATE: CHECKED BY: DATE: SEAL COUNTY VIVI �► O� � 'N' ti � No. ;339RO Exp. P. SEAL R/W 1 1 1 I EXISTING GROUND ,g SURFACE Revisions: No. IDate.1 By: I Description: Designed: Drawn: CUBIC YARDS OF CUT-_ 2500 CUBIC YARDS OF FILL--_ 5 NOTE: THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF OVEREXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS. THE RECOMMENDATIONS OF A SOILS ENGINEER SHOULD BE APPLIED TO THESE QUANTITIES. THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES FOR THE PURPOSES OF HIS BIDDING. NERAL NOT 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. ALL UNDERGROUND FACIUTIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE REQUIRED. 9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPUED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPUED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. ND STREET TREES WITH PUBUC RIGHT OF WAY 11. STREET UGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERUNE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEWOR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPUED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 15. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. CONSTRUCTION NOTES & OPINION OF QUANTITIES NO. DESCRIPTION QUANTITY O RELOCATE EXISTING 1/4 TON RIP -RAP TO STATION 6+50. SEE NOTE 8 1 EA O2 RELOCATE EXISi91G STOP SIGN TO STATION 9+25.16. SEE NOTE 9. SEE SHEET 3. 1 EA O3 PROTECT EXISTING FEATURE IN PLACE VARIES O4 REMOVE EXISTING AC PAVING 280 SF L/ RELOCATE EXIST. POWER POLE TO 2' BEHIND SIDEWALK 2 EA ® PLACE 1/4 TON RIP -RAP. SEE NOTE 1 1 EA O9 INSTALL STOP'' SIGN. PER COUNTY AND STATE STD. SEE NOTE 2. SEE SWEET 3. 1 EA 10 CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY STD. 201. 250 LL 11 CONSTRUCT 40' COM. DWY PER COUNTY STD. 207. 455 SF 12 CONSTRUCT 6' PCC SIDEWALK PER COUNTY STD 104. 1390 SF 13 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 (W=3') 1 EA 14 PLACE MIN. 0.25' (3') AC PAVING (9355 SF) OVER 180 TN MIN. 0.67' (8') CLASS II AGGREGATE BASE 239 CY FOG SEAL OVERALL O 0.05 GAL,/SQ.YD. 54 GAL FINAL SECTION TO BE DETERMINED BY SONS ENGNEER. 15 GRADE TO DRAIN TOWARDS EXISTING FLOWUNE. 1 EA 16 PLACE BARRICADE ALONG TAPER PER MODIFIED COUNTY STD. 810. 1 EA 1© CONSTRUCT r TO T TRANSITION CURB PER COUNTY STD. 201. 27 LF 18 PAINT STOP BAR & "STOP' LETTERING PER COUNTY STD. SEE SHEET 3. 1 EA 19 PAINT SOLID YELLOW CENTERLINE STRIPE PER COUNTY STD. SEE SHEET 3. 325 LF ® ATTACH 8' STREET LIGHT MAST TO EXISTING POWER POLES 4 EA PER COUNTY STDS. SEE SHEET NO. 4 FOR SIZES. 21 INSTALL STREET NAME SIGN PER COUNTY STD. 816 SEE SHEET 3. 1 EA © EX. GRD. SURFACE IS EQUAL TO HIGHER THAN PROPOSED TOP OF CURB ON SOUTH SIDE OF STREET. F IX. GRD. SURFACE IS FOUND TO BE BELOW PROPOSED TOP OF CURB THEN CONTRACTOR SHALL CONSTRUCT A 5' WIDE BERM TO THE HEIGHT OF THE PROPOSED TOP OF CURB. PROPERTY INFORMATION .OWNER: VALLEY WIDE RECREATION DISTRICT 901 WEST ESPLANADE AVENUE SAN JACINTO, CALIFORNIA 92583 (909) 654-1505 ATTN: MR. SAM GOEPP LEGAL DESCRIPTION: PARCELS 1,2,3 OF PARCEL MAP NO. 4617, RECORDED IN MAP 7, PAGE 69 RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. ASSESSOR'S PARCEL N0, 552-150-021, 022 & 023 40, �/� NOTE BASIS OF B EAR I N FOR FAJRVIEW AVE. IMPROVEMENTS, SEE THE BASIS OF BEARING FOR THIS PLAN APPROVED PLANS ON FILE No. 895 -ZZ. IS THE CENTERLINE OF FAIRVIEW AVENUE TAKEN AS N.00'14'52"W. PER RECORD NOTE THE ORIGINAL PLANC FSR Tws PRDi mr WERE SIGNED OF SURVEY ON FILE IN BOOK 86 PAGE 55. p N L Z - Z 4 - 9(0 . THESE iZEV I.SL D PLAWS (SWEETS 1 k 2 004LY) Aim R"I.JbC mm muT PLAma OVIC TO TH6 STORM 6" i m FACILITY aIEING► D6 L.R TIRD. "NOTE: WORK CONTAINED WITHIN THESE PLANS T. 5 S., R. 1 E., SEC. 17 S.B.M. FLORIDA S'9 AVE. 74 ACACIA AVE. PROJECT LOCATION MAYBERRY AVE. w WHITTLER AVE. n SHALL NOT COMMENCE UNTIL AN ENCROACHMENT VICINITY MAP �is* OV PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. NOT TO SCALE MISCELLANEOUS PROJECT. NO. MS 3680 Prepared By: Approved: 40�-Zfglw OISTERED CIVIL ENGINEER NO. 26159 Date: REGISTRATION EXPIRES: 3/31/96 Approved B4L.A.., ATE 111"!Z9 K OT NFOR TRANSPORTATION DE. OKAVERSVE COUNTY, CA REN Checked: RFT R.C.E. NO. 33950 EXP. DATE 6/30/98 A9 • CIVIL ENGINEERS t3/6X® • STRUCTURAL ENGINEERS - LAND SURVEYORS AC • LAND PLANNERS 151 South Girard Street . Hemet, Ca 92544 . (909) 652-4454 Scale: Bench Mark: AS NOTED SEE SHEET 2 Date: JAN '96 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN ACACIA AVENUE TITLE SHEET D w g . Info: Piot date: 04/04/97 at 14:321 File name: Sheet No. 1 OF -LSHEETS FILE NO. 95041.00 1%SlP/mi STA. 2 1 1 908m,FF 1778 IEFT 1778 [�TCN-, low II NMI NMI 1+00 2+00 RIVERSIDE COUNTY NOTICE TO PRIVATE ENGINEER 3+00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. frvl 40 0 40 120 Scale 1" = 40 ft NUMBER DELTA Ra&n NO. C1 4352'55' 4&00' 36.76' C2 15'00'39r 100. 26.20' DIRECTION DISTANCE L1 N 74'46'02" E 50.00' LEGEND 0 NEW A.C. PAVEMENT ® A.C. REMOVAL 4+00 12 0- I O 01 z 3 3 5+00 6+00 l� ell G PROFILE SCALE VERT: 1 in. = 4 ft. HORZ: 1 in. = 40 f 7+00 6' 6' 5' E 6' 6' 5' 9 1' IMAX. SECTION "S—B" 1MAX. SECTION "A—A" 9+00 It C5 r Ca + Z5 m 10+00 w V N 4i J l> > 5 => 0- I c�� - O w ,4 SAM <o z 04 N W S �!f T r*, t7f °� e0 Z N O M 11 c U o^i 31:+ _ 1 w D •r °' Vi ,�} t + l� Mt0 U N p GOR �� , M 3 Q < Q Q 1 - C3 o`cc 61 \� . f X + I ar c5 Z = a 0 n $ I� 'n M 2 w tin LL CS! MIN.— iNe N10 2 aw 1 w An x W N r` `/ ao iv to rn °' 1 rm. o e� I < w °� tt z I " ' � 1 I W EXIST. SKIP STRIPE / o (nW tom c� w o to Z5 3 to �5 k ' v4fV NO. 3+00" 0 RELOCATE EXISTING 1/4 TON RIP -RAP TO STATION 6+50 SEE NOTE 8 O2 1 O3 PROTECT EXISTING FEATURE IN PLACE j t � PROTECT EXIST. POTTER POLE BUMP OUT SIDEWIIIK PER COUNTY STD. W. ® PLACE 1/4 TON RIP -RAP. SEE NOTE 1 11 4 o � 11 1 O CONSTRUCT 6' PCC SIDEWALK PER COUNTY STANDARDS 1 GUTTER 14 ti MIN. 0.67' (8') CLASS II AGGREGATE BASE � CPC 'S ,UTTER a STA 13+21.15 GRADE TO DRAIN TOWARDS EXISTING FLOWUNE Q PRIVATE ENGWER'S RECOMMENDED FOR NOTICE TO CONTRACTOR APPROVAL CONTRACTOR AGREES THAT HE SWILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SWILL APPLY CONTINUOUSLY AND NOT BE L*AITED TO NORMAL. WORKING HOURS; AND THAT THE SHALL DEFEND, INDEMNIFY AND HOLD DATE: THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE E OF WORK ON THIS PROJECT, CHECKED BY: EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DATE: nal &!IiN WE PT,t VJr C 1 Lt f`` `� RAMP �" If EVERGREEN GROVE II 1 ° t logo 1. EXIST'. PPI 11 8p) L�L t 1 j4271 1E ,, 1 y`,, l I f i 1 34 I I' }11 0� f3# I [ i I X11 THIS PORI= OF CUL-DE-SAC WAS DEDK'ATED � AL 67 No. 33950 1 . EXP. 6-50-tt/. BY 6iS7lTtNrl D(r NO. ISM DATED 2/6/73 � c i i � i � r� o EXIST. 8" CURB J AS SII W ON PM 7/69 °�° °.° co °�° °�° co GUTTER RpPpS�p RK S��E .ACACIAP P ,A VEN E P Ess, l ►`f"t� S. Co oto W Ilo 2i1S! � * EW. 3/31/9° OF CALF Revisions: No. Date: FB -; .T Designed: REN Drawn: REN l Checked: RFT ved: EXIST. WATER VALVE _ EXIST. EP C� 11+00 STA 10+00 AC EXIST. DOUBLE SOLID STRIPE Fa,No zx2 sue w/ Ca,N,v TAG. FLLISK � AS CL a TEPSE T1o1r 12+00 13+00 CONSTRUCTION NOTES NO. DESCRIPTION 0 RELOCATE EXISTING 1/4 TON RIP -RAP TO STATION 6+50 SEE NOTE 8 O2 1 O3 PROTECT EXISTING FEATURE IN PLACE O4 REMOVE EXISTING AC PAVING EXIST. WATER PROTECT EXIST. POTTER POLE BUMP OUT SIDEWIIIK PER COUNTY STD. W. ® PLACE 1/4 TON RIP -RAP. SEE NOTE 1 VE ` 10 EXIST. 6" 11 1 CURB do CONSTRUCT 6' PCC SIDEWALK PER COUNTY STANDARDS 1 GUTTER 14 E QST MIN. 0.67' (8') CLASS II AGGREGATE BASE � CPC 'S ,UTTER . STA 13+21.15 STA 10+00 AC EXIST. DOUBLE SOLID STRIPE Fa,No zx2 sue w/ Ca,N,v TAG. FLLISK � AS CL a TEPSE T1o1r 12+00 13+00 CONSTRUCTION NOTES NO. DESCRIPTION 0 RELOCATE EXISTING 1/4 TON RIP -RAP TO STATION 6+50 SEE NOTE 8 O2 SEE SIGNING/STRIPING PLAN (SHEET 3) O3 PROTECT EXISTING FEATURE IN PLACE O4 REMOVE EXISTING AC PAVING ® PROTECT EXIST. POTTER POLE BUMP OUT SIDEWIIIK PER COUNTY STD. W. ® PLACE 1/4 TON RIP -RAP. SEE NOTE 1 O9 SEE SIGNING/STRIPING PLAN (SHEET 3) 10 CONSTRUCT TYPE A-8 CURB PER COUNTY STD. 201 11 CONSTRUCT 40' COM. DWY PER COUNTY STD. 207 12 CONSTRUCT 6' PCC SIDEWALK PER COUNTY STANDARDS 13 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 W=3' 14 PLACE MIN. 0.25' (3') AC PAVING (9355 SF) OVER MIN. 0.67' (8') CLASS II AGGREGATE BASE STATION 10+00.00 TO 3+24.55 FOG SEAL OVERALL • 0.05 GAL/SQ.YD. FlNAL SECTION TO BE DETERMINED BY SOILS ENGINEER 15 GRADE TO DRAIN TOWARDS EXISTING FLOWUNE 16 PLACE BARRICADE ALONG TAPER PER MODIFIED COUNTY STD. 810 17 CONSTRUCT 7' TO 8' TRANSITION CURB PER COUNTY STD. 201 18 SEE SIGNING/STRIPING PLAN (SHEET 3) 19 SEE SIGNING/STRIPING PLM! (SHEET 3) ®0 SEE STREET LIGHT PLAN (SHEET 4) ©j SEE SIGNING/STRIPING PLAN (SHEET 3) Sheet No. 2 OF -L SHEETS FILE NO. 9504100 908-fF MAYBERRY AVENUE MISCELLANEOUS PROJECT NO. MS 3680 Prepared Under The Supervisin of: -CIVIL ENGINEERS COUNTY OF RIVERSIDE �A# df • STRUCTURAL ENGINEERS MOW"Aff•V :LAND PLANNERS S 1FA9919 STREET IMPROVEMENT PLAN RE61 CIVIL t�INEER NO. 26159 Date: T REGISTRATION EXPIRES: 3/31/98 151 South Girard Sb -set • Hemet, Co 92544 • (909) 652-44554 ACACIA AVENUE Approved By4LE _ 41 !ZIP Scale: Bench Mark: CR OF OUTWEST CORNERFAIRVIEW STATION 10+00.00 TO 3+24.55 AS NOTED AND IA WN ON STREET KA. OTF AN TATION MENT RIVERSIDE CoUNTY, CA. IMPROVEMENT PLAN NO. 895 -ZZ R.C.E. NO. 33950 EXP. DATE 6/30/98 Date: ;JAN '96 BY COZAD AND THOMSEN.: r ELEV. 1788.52 T„ Dw9. Info: P� date: 12!04196 at 14:35 File name: C:/CF : Sheet No. 2 OF -L SHEETS FILE NO. 9504100 908-fF m IN THE �oc�aoaQ COUNTY OF RIVERSIDE QaD STROpOHO pLQH A CA /A6+005+00 7+00 4+00 N 85 46' 4T E -0- S aW46*41" W 587.66' -- — ----- ------- r ------ — ------ - — - — ------------ Lq 30 0 30 90 Scale 1" = 30 ft PRIVATE ENGINEER" NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY A14D ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING; FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE USE OF THESE PLANS AND SPECIFICATION SHALL BE LIMITED TO THE SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS SPECIFICALLY UMfTED TO SUCH USE. REPRODUCTION,j PUBLICATION, OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART WITHOUT THE EXPRESS CONSENT OF COZAD AND THOMSEN, INC. IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATION SHALL REMAIN IN COZAD AND THOMSEN, INC. WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS SHALL CONSTITUTE PAIII&I FACE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. @1996 COZAD & THOMSEN INC. LEQEND INSTALL SIGN ;V',4D Pf_`QT .PROJECT COMPLETION Revisions: RECOMMENDATIONS RECOMMENDED FOR APPROVAL No. Date] By: Description: Approved: Reviewed By: Date: I PAINT STOP BAR AND *STOFF LETIIERING PER COUNTY STANDARDS PAINT SOLID YELLOW CENTERLINE STRIPE PER COUNTY STANDARDS 21 INSTALL STREET NAME SIGN PER COUNTY STD. 816 DATE: CHECKED BY: DATE: )2 DATE: Designed: REN Drawn: REN Chocked: RFT mmmmim� SEAL COUNTY I SEAL Q�pf ESS I$N44 4 co N, 26159 E*- 3:/26 CIV OF CAi.tf -VE-- mp, -CIVIL ENGINEERS 10" df -STRUCTURAL ENGINEERS - LAND SURVEYORS r oLAND PLANNERS 151 South Girard Street 9 Hwnet, Cc 92544 * (909) 652-4454 rnHMTY OF PIVl7P4ZIn 0 .0, STA 13+21.15 FAIRVIEW AVE. = CONSTRUCTION NOTES & OPINION OF QUANTITIES NO. DESCRIPTION RELOCATE EXISTING STOP SIGN TO STATION 9+25.16 SEE NOTE 9 INSTALL "STOP* SIGN. PER COUNTY AND STATE STD. SEE NOTE 2 18 PAINT STOP BAR AND *STOFF LETIIERING PER COUNTY STANDARDS PAINT SOLID YELLOW CENTERLINE STRIPE PER COUNTY STANDARDS 21 INSTALL STREET NAME SIGN PER COUNTY STD. 816 GENERAL NOTES MISCELLANEOUS PROJECT NO. MS 3680 Sheet No. TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE 3 Approvq�7 By: ";I( NING/STRIPIN( PLAN Prepared By: REGISTERED CIVIL ENGINEER NO. 26169 pate : 46/i/Air REGISTRATION EXPIRES: 3/31/96 MIKE M. GHAHRAMANI, RCE 45720 RECOMMENDED '011 ACACIA AVENUE OF -L SHEETS DATE VALLE VISTA COMMUNITY CENTERFILE NO. 1 950041.00_ DATE Scale: 1- . 30, IPlot Date, 06/04/96 ot 10:00 1 F. N' C:/CIVIL/95041 /SIP/ST03 908 -FF 10 [6114m:10(exelfizifi= •. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RES' FOR JOB SITE CONDCfIONS DURING THE COURSE OF CONSTRUCTION OF 1 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THP REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOF WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS EXCEPTING FOR LIABILITY ARS*4G FROM THE SOLE NEGLIGENCE OF THE OR THE ENGINEER. THE USE OF THESE PLANS AND SPECIFICATION SHALL BE UMFTED TO THE SITE FO PREPARED AND PUBLICATION THEREOF IS SPECIFICALLY LIMITED TO SUCH U! PUSUCATION, OR RE—USE BY ANY METHOD, IN WHOLE OR IN PART WITHOUT THE E COZAD AND THOMSEN, INC. fS PROI1If9ITED. TITLE TO THE PIANS AND SPECiFlCATi COZAD AND THOMSEN, INC. WITHOUT PREJUDICE. YISUAL CONTACT WITH THESE PLANS SHALL CONSTITUTE PI4lMM FACIF EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. c@1996 COZAD do THOMSEN INC. IN THE COUNTY OF RIVERSIDE ra�r,rzrz�r n nran n�rnrxn� nn n M STA 13+21.15 FNRVIEW AVE. _ CONSTRUCTION NOTES RECOMMENDATIONS DESCRIPTION rNO. 20 ATTACH 8' STREET UGHT MAST TO EXISTING POWER POLE Date: PER COUNTY SIDS. STA11 +00.68,n u 120V 135W 2250OLM LPSV DATE: Revisions: RECOMMENDATIONS RECOMMENDED FOR APPROVAL No. Date: By: Description: Approved: Reviowfd By: Date: DATE: CHECKED BY: DATE: 6 122 Designed: REN Drawn: REN Checked: RFT S E A L COUNTY I SEAL �pf ESSlO� t 8 C6Z40 o No. W%' EVCor M1Sk;tLLANtVUS PROJECT N0. MS 3f 8V -CIVIL ENGINEERS COUNTY OF RIVERSIDE COUNTY OF RIVERSIDE Sheet No. - STRU s SURVEYORS RS TRANSPORTATION DEPARTMENT LAND4 AV -LAND PLANNERS Approved By: DATE STREET LIGHT PLAN , rja151 South Girard Stmt . Hwrwt, Ca 92544 . (909) 652-4454 OF 4 SHEETS ACACIA AVE N U E Prepared By: Date:J 2P6 AA MIKE M. GHAHRAMANI, ASSOCIATE CIVIL ENGINEER COMMUNITY CENTER FILE NO. R.C.E. NO 45720 EXP. DATE 12-31-98 VALLE VISTA 950041.00 RECIISTERED CIVIL ENGWER NO. 26159 �� C [go a Ie : a P I o t Date: F . NREGISTRATION EXPIRES: 3/31/98 RECOMMENDED DATE1 30 06/04/96 at 10:05 . C:/CML/95041/Sip/ST04 900 -FF PRIVATE ARCHITECTS NOTICE TO CONTRACTOR: THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ARCHITECT SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. i ACACIA AVENUE RECOMMENDED FOR APPROVAL DATE: CHECKED BY: DATE: lc SEAL REVISIONS: f No. -- By: DOR/gTo �� W d' 9-30-97 �P Tq�F OF CA -\F DESIGNED BY: 0 S 3680 SUBMITTED BY: /K•�N�" f ALHAMBRA GROUP ARCHITECTURE COUNTY OF RIVERSIDE L DESCRIPTION: APPROVED: a LANDSCAPE JCENSE # 2017 P LANTI N G PLAN LANDSCAPE ARCHITECT No. 2017CAJFORNV. 28841 RANCHO CALIFORNIA ROAD, SUITE G ! DATE: �,� ��'� TEMECULA, CA. 92590 (909) 676-0226 OF VALLE VISTA COMMUNITY CENTER APPROV D BY: DATE: 3 f SCALE: BENCHMARK: 44175 ACACIA AVENUE 3 '4�4 1"=30'-O" VALLE VISTA, CALIFORNIA TRA ORTATION EXP. a BY: G 3 ° � 2 c C- DEPT. RIVERSIDE, CA 3T � b ` DATE: DATE: 2-5-96 JOB Na. DWG. INFO: FILE NAME: 5-39-PP2.DWG 95-039 DRAWN BY: CHECKED DATE: 908 - 0 AGAGIA 4" METER BY OTHERS (100 G.P.M. MAX. 05fi CONNECT TO 4' BLDG. WATER SERVICE LINE 3" B.P.U. FOR IRRIGATION Is CAP END OF MAIN LINE FOR FUTURE USE GATE VALVE LINE SIZE TYPICAL CLASS 315 PVC SLEEVE 2 TIMES DIA. - OF PIPE OR WIRE BUNDLE, USE SEPARATE SLEEVES FOR LATERAL, MAIN LINE, AND CONTROL WIRES TYP. 0 AVENUE 1 PRESSURE LOSS CALCULATIONS ''` " " L VALVE # 7 44 G.P.M. " SIZE P.S.I. LOSS EQUIPMENT METER .2 E B.P.U. 3" 9.0 M.C.V. 0 0.0 GATE VALVE 3" .1 R.C.V. 1-1/2" 2.5 11" MAIN LINE 3' '(I LATERAL LINE VARIES 5.0 ELEVATION CHANGE 0' 0.0 """" 1y2u� RAIN SHUT-OFF DEVICE 3/4 EQUIPMENT P.S.I. LOSS 18.3 HEAD OPERATION P.S.I. 30.0 12 STATION IRRIGATION CONTROLLE ' FE it TOTAL P.S.I. LOSS 48.3 %I �`' Imb AVAILABLE P.S.I. 56.0 RESIDUAL P.S.I. 7.7j 3/ 3/4 iy Fi+ d , FE , IRRIGATION NOTES 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL MODEL# P.S.I. PIPE AND EQUIPMENT WITHIN PLANTING AREAS. G.P.M. 2. ALL PLANTING SHALL CONFORM TO THE 800 -SAM -15F 800 -SAM -15H 800 -SAM -15Q 800 -SAM -12F 800 -SAM -12H 800 -SAM -12Q 1 BOO -SAM- 1OF 800 -SAM -10H 800 -SAM -10Q 800 -SAM -8H 800 -SAM -8Q 800 -SAM -VAN 1800 -SAM -8Q COUNTY OF RIVERSIDE CODES AND STANDARDS.. 15' 15' 15' 12' 12' 12' 10' 10' 10' 8' 8' VAR. 5' 3. ALL LATERAL END RUNS ARE TO BE 1/2- P.V.G., SCH. 40 015 8t5 01 d etZ �2 070 E f ®10 E) 0 • HEADS RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD UNLESS NOTED OTHERWISE. 4. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, & WALKS. 12 STATION AUTOMATIC IRRIGATION CONTROLLLER MOUNT IN MECHANICAL ROOM NEAR 120 VOLT A.C. ® REDUCE RADIUS WITH ADJUSTING SCREW FOR UNIFORM COVERAGE ESP -12 N AND MINIMUM OVERTHROW OF AREA. 975-3" 5. TREE LOCATION TAKE PRECEDENCE OVER IRRIGATION PIPING. RAINBIRD RAINBIRD 150-PEB RAINCHECK STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. © 6. INSTALL IN-LINE CHECK VALVES AS REQUIRED TO ELIMINATE QUICK COUPLING VALVE ►0111 LOW HEAD DRAINAGE. T-111 7. CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY FINN OR EQ. SCH. 40 ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH - - FINN OR EQ. ANY WORK. TO ALLOW FOR ADEQUATE IRRIGATION COVERAGE AS PRESSURE RING TYPE MAINLINE - INSTALL 18" MIN COVER W/ THRUST BLOCKS ® CHANGE OF DIRECTIONS 3/4 SHOWN ON PLAN, CONTRACTOR SHALL ADJUST AND ADD HEADS TO CLASS 315 P.V.C. SLEEVES 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE COMPENSATE FOR ANY CHANGES IN AREA. 3/4 8. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. 9. USE 3/4" TEFLON TAPE ON ALL THREADED CONNECTIONS. 1 2 10. IRRIGATION SYSTEMS DESIGNED FROM A STATIC WATER PRESSURE OF 56 P.S.I. CONTRACTOR SHALL VERIFY WATER PRESSURE AND CONTACT LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. 11. CONTROL WIRE SCHEDULE: (MAX. LENGTH OF RUNS) CONTROL/COMMON NO. 14 NO. 12 NO. 10 NO. 8 NO. 14 1700' 2000' 2400' 2700' NO. 12 2700' 3300' 3800' NO. 10 4300' 5200' NO. 8 6700' 12. ABOVE WIRING SCHEDULE IS BASED ON THE USE OF A 24 VOLT AUTOMATIC IRRIGATION CONTROLLER & OPERATING ONE VALVE A TIME. 13. SEE SHEET L-3 FOR DETAILS. RECOMMENDED FOR APPROVAL CO EAL SEAL �aIDSc,�, PRIVATE ARCHITECTS NOTICE TO CONTRACTOR: A. `E THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OFf ' DESIGN AND ACCEPTABILITY OF THE WORK HEREON.!� IN THE EVENT OF DISCREPANCIES ARISING AFTER °G No. 3395 `' "' COUNTY APPROVAL OR DURING CONSTRUCTION, THE * EXP, :r0 PRIVATE ARCHITECT SHALL BE RESPONSIBLE FOR DATE: DETERMINING AN ACCEPTABLE SOLUTION AND CHECKED BY: OF ca��f° r REVISING THE PLANS FOR APPROVAL BY THE qTF of C►�-�F� COUNTY. DATE: IN IRRIGATION LEGEND 1-1/2 / 1�1 • rl r, �N �► n p 1 L SYMBOL MANUFACT. MODEL# P.S.I. RAD. G.P.M. REMARKS- FOR DETAILS SEE SHEET L-3 1/2 800 -SAM -15F 800 -SAM -15H 800 -SAM -15Q 800 -SAM -12F 800 -SAM -12H 800 -SAM -12Q 1 BOO -SAM- 1OF 800 -SAM -10H 800 -SAM -10Q 800 -SAM -8H 800 -SAM -8Q 800 -SAM -VAN 1800 -SAM -8Q 30 30 30 30 30 30 30 30 30 30 30 30 30 15' 15' 15' 12' 12' 12' 10' 10' 10' 8' 8' VAR. 5' 3.7 1.85 1.85 2.6 1.3 .9 1.8 .8 .4 .6 .3 VAR. .2 FULL CIRCLE SPRAY HEAD ON 6' POP-UP (SHRUB) & 4" POP-UP (LAWN) HALF CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) QUARTER CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) FULL CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) HALF CIRCLE SPRAY HEAD ON 6' POP-UP (SHRUB) AND 4" POP-UP (LAWN) QUARTER CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) FULL CIRCLE SPRAY HEAD ON 6' POP-UP (SHRUB) AND 4" POP-UP (LAWN) HALF CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) QUARTER CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) HALF CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4" POP-UP (LAWN) QUARTER CIRCLE SPRAY HEAD ON 6' POP-UP (SHRUB) AND 4" POP-UP (LAWN) VARIABLE CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) AND 4' POP-UP (LAWN) QUARTER CIRCLE SPRAY HEAD ON 6" POP-UP (SHRUB) W/PCS-020 (BROWN) 015 8t5 01 d etZ �2 070 E f ®10 E) 0 • HEADS RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD EQUIPMENT 12 STATION AUTOMATIC IRRIGATION CONTROLLLER MOUNT IN MECHANICAL ROOM NEAR 120 VOLT A.C. ® RAINBIRD ESP -12 N WILKINS 975-3" 3" REDUCED PRESSURE BACKFLOW PREVENTER fa ® RAINBIRD RAINBIRD 150-PEB RAINCHECK 1-1/2" AUTOMATIC CONTROL VALVE RAIN SHUT-OFF DEVICE INSTALL ON BUILDING FREE FROM EAVES AND OVERHANGS © RAINBIRD 44LRC QUICK COUPLING VALVE ►0111 NIBCO T-111 GATE VALVE <THREADED> LINE SIZE TYP FINN OR EQ. SCH. 40 NON PRESSURE LATERAL LINE -INSTALL 12" MIN COVER - - FINN OR EQ. CLASS 200 PRESSURE RING TYPE MAINLINE - INSTALL 18" MIN COVER W/ THRUST BLOCKS ® CHANGE OF DIRECTIONS 3/4 FINN OR EQ. CLASS 315 P.V.C. SLEEVES 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE REVISIONS: No. -- By DESCRIPTION: DESIGNED BY: DRAWN BY: REMOTE CONTROL VALVE SIZE 1 <-- STATION SEQUENCE NUMBER 4 4 F ---GALLONS PER MINUTE �3 3/4 3/4 SHRUB a 1/2 1/2 3/ / 1/2 1/2 1 1/2 N3 1/2 ffm 1-1 /4 2 1- 1/2 1-1/4 / 3/4 3 4 1 1/2 1/2 I 3, 1/2 I 4 3/4 >a 1 1/2 , 1 3/4 -1/4 3/4 2 1-1/2 3/4 3/41/21 f 1 2 41 / 1/21 CAP END OF MAIN LINE FOR FUTURE USE SUBMITTED BY,•f A APPROVED: '� LANDSCAPE ARCHITECT No. 2017 DATE: � ��, �� "T APPROD BY: DATE: 3 iY E TRRVPORTATION DEPT. RIVERSIDE, CA CHECKED BY: DATE: DATE: SCALE: 1"=30'-O" DATE: 2-5-96 7 W Q ALHAMBRA GROUP LANDSCAPE ARCHITECTURE CA:IFCRNV LICENSE # 201- 281541 RANCHO CALIFORNIA ROAD, SUITE G TEMECULA, CA. 92590 (909) 676-0226 BENCHMARK: NORTH SCALE: 1" : 30' M 5 3 6 gd COUNTY OF RIVERSIDE L-2 IRRIGATION PLAN OF VALLE VISTA COMMUNITY CENTER 3 44175 ACACIA AVENUE VALLE VISTA, CALIFORNIA JOB No. DWG. INFO: FFILE NAME: 5-39-IR2.DWG 95-039 90 F F' LODGEPOI_E PINE STAKE CHRISTY TAG TREE TRUNK INSIDE WALL OUTSIDE WALL SHORT BRASS NIPPLE REDUCED PRESSURE BACKFLOW PVC VALVE W/ LOCKABLE COVER LOCKABLE COVER TREE TIE, NAIL TO STAKE 3/4" PLYWOOD MOUNTING PREVENTOR W/BALL VALVES MARKED `WATER' CROSS HANDLE MARKED 'VALVE' REMOTE CONTROL LODGEPOLE PINE PLATE SECURED TO WALL PRESSURE REGULATOR AND TEST COCKS. STAKE, 2 PER FINISH GRADE 0 W/MIN. OF 6-1/4" DIA. AND ' STRAINER UNITS SCH. 80 PVC VALVE Y' TREE SLOPE WHERE _ ANCHOR BOLTS OR EQ. (SEE IRRIGATION PLAN) SHORT BRASS NIPPLE VALVE BOX, W/EXTENSIONS UNION PRESSURE REGULATOR (DRIP ONLY) i (PAINT) BRASS ELL AS REQUIRED APPLICABLE li / 2 TREE TIES, MIN. ii i AUTOMATIC IRRIGATION BRASS NIPPLE (HEIGHT PER 12" MIN. FLUSH IN LAWN ` CONTROLLER LOCAL CODES) FINISH GRADE 2 IN GROUND INSIDE WALL MOUNT— ii O COVER Ile FINISH GRADE ® / OPTION DASHED n `J \ \/ SLOPE WHERE / •' \� \/\\/ �// \ APPLICA9LE 95X COMPACT BRASS UNION '/ 3" WATER BASIN 3" MON. DIA. GALV. STL. SUBGRADE TYPICAL j� w PLANT "TABLETS TOP NOT TO i / / SET FIN. GRADE OW EXCEED TOP OF PIPE SUPPORT (PAINT) FIN. GRD. o w \ : /\ NIPPLE 0 PVC OUTLET O o ARBOR GUARD PLANT CROWN PROVIDE 3/4 ELEC. // %\// // // / \// EDGE OF FIXED ,e) N COUPLING (SXT) / / \ \ \ \ \ PVC \ 1` � LAWN AREA ONLY / COND. TO POWER � \� \, \ \�\ \\/\\ \ IMPROVEMENTS 0 0 / CONNECTION PIPE FLOW / 6" WATER BERM // �/ ,%' /j�\//� /a �� 12" MIN. FLOW x J / \/ �+\/ INLET FITTINGS \ \ PVC \%\/ / INLET \ \ \ \\\ \\ ,!-BOX _ ED BRASS \ \ / / �o / j���/// 2 PLACES -FIN. GRD. RISER D TYP. TO OUTLET j/ / PIPE /\\\\\�\\///• FIN- GRD. I \ \� Z s \ a \ \\ \ FITTINGS \ - � � / tea.. ':��',' ..y ~'s •' ONE CUBIC FT. . .`� •y.,.. "'v,.:w •:;,~. \ \\\.�\ p /\ / / \ \ V\ THRUST BLOCK 2 MIN., 4 MAX. f\/\ \\, MIN. PEA GRAVELPLANTI_ a \ \ \ /\ �,,\ ADAPTOR PVC COUPLING BELOWNFINISH GRADE \� \/�� /\\ • ! \ (SxT) TYP. / j / SUMP ONE CUBIC FT. :. ~ • . ; BRASS ELLS TYP. 95% COMPACTED 3/4" GRAVEL SUMP0 \7 Y -STRAINER ,/ 2X ROOTBALL PLANTING BACKFILL PUDDLE SUBGRADE iv _ � SHORT BRASS NIPPLE TYP. \\ - PLANTING BACKFILL PUDDLE AND SETTLE TO SET CONTROL WIRE BUNDLE AND SETTLE TO SET PLANT AT FINISH GRADE CONCRETE FOUNDATION AND TAPE (10' O.C.) PLANT AT FINISH GRADE OR FOOTING (GRIP ONLY) 2X R00TBALL REDUCED PRESSURE 5 GATE VALVE s REMOTE CONTROL TREE PLANTING 2 SHRUB PLANTING 3 CONTROLLER 143I.3 VALVE WALL MOUNT BACKFLOW PREVENTER I_ AND STAKING QUICK COUPLING VALVE PLASTIC BOX (SEE PLANS & SPECS) WITH LOCKING COVER 1 " MIN., 2" MAX. FROM FACE OF FIXED IMPROVEMENTS / LAWN POP-UP \\%%\/�\'�/\\ j% SPRAY HEAD FINISH GRADE N// \\/ • ''' 77-7- BRASS NIPPLE OR '\\ \ \ ; :. ,' ••: / y GALV.S ELBOW PVC NIPPLE PVC ELL IN PVC THREADED PVC NIPPLE - " MIN. 3 STAINLESS STL. HIGH DENSITY POLY- HOSE CLAMPS ETHYLENE STREET ELLS (INSTALL SO THAT THEY TIGHTEN W/DOWNWARDSUPPLY LINE E 36- 14 REBAR THRUST OF RISR) PRES. SUPPLY LINE FITTING PVC ELL OR TEE PVC LATERAL PIPE SIZE FITTINGS PER INLET LAWN — 4" POP—UP $ QUICK COUPLER SHRUB — a" POP—UP VALVE MS36 80 COSEAL SEAL REVISIONS: SUBMITTED BY/ -, ALHAMBRA GROUP COUNTY OF RIVERSIDE L-3 ENDED FOR APPROVAL ��DSCAp -. _ PRIVATE ARCHITECTS NOTICE TO CONTRACTOR: RECOMMENDED F APPROVED: r �' �� LANDSCAPE ARCHITECTURE 4�D � ��,,� �ko o\ DarogTo � No. -- BY DESCRIPTION: LANC�SCAPE ARCHITECT No. 2017 "rJ "`� JCENSE - # ° DETAILS & SPECIFICATIONS THE PRIVATE ARCHITECT SIGNING THESE PLANS IS 28841 RANCHO CALIFORNIA ROAD, SUITE G RESPONSIBLE FOR ASSURING THE ACCURACY OF ���A� br��� % � � y� / r � TEMECULA, CA. 92590 (gas) 676-x226 • ,� DATE: f ;G VALLE VISTA COMMUNITY CENTER of DESIGN AND ACCEPTABILITY OF THE WORK HEREON.DATE: 3 SCA!E: BENCHMARK: 3 DISCREPANCIES ARISING AFTER �"�' IN THE EVENT OF DISCREP �, ����� ��-• � APPR ED BY: 44175 ACACIA AVENUE COUNTY APPROVAL OR DURING CONSTRUCTION, THE up ._!(��,_�� � VALLE VISTA, CALIFORNIA PRIVATE ARCHITECT SHALL BE RESPONSIBLE FOR DATE: 0 s -3o -s7 JOB N o . DETERMINING AN ACCEPTABLE SOLUTION AND E SPORTATION DEPT. RIVERSIDE, CA THE PLANS FOR APPROVAL BY THE CHECKED BY: _ -�' r��e Gh��F°� DATE: DATE: 2-5-96 DWG. INFO: FILE NAME: 5-39-DET2.DWG 95-039 REVISING DESIGNED BY DRAWN BY: CHECKED BY DATE: COUNTY. DATE: 908 -oFA c