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HomeMy WebLinkAboutLots 60-63 Precise Grading NERAL Es ARCHAEOLOGICAL CULTURAL RESOURCE r Es 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT IF AT ANY TIME DURING EXCAVATION/ CONSTRUCTION OF THE SITE, STANDARD DRAWINGS SUBSEQUENT AMENDMENTS, ARCHAEOLOGICAL/ CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 'THE APPLICANT AND ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER k F1 1611) EE 1� J Ft IE(;1%9; 11:3 It 113 F11 N ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONSTRACT 24188LOTS60TO COROM DISCOVERED DURING CONSTRUCTION. SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE -- ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA30 �� 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR TO IMMEDIATELY CEASE. THE PLANNING DIRECTOR AT HIS/HER SOLE REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO RIGHT-OF--WAY. INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT R 5. A PERMITTEE SHALL SCHEDULE A PRE--CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO AN ARCHAEOLOGICAL CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL BEGINNING CONSTRUCTION. NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL .. �� EARTHWORK N AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THEwo 6. CITY ORDINANCE 94--25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION j� ...� CUT 60(3 CY ROm 63 PA10 0323 MODEL SITE ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE QUARTER 1/4 OF A MILE OF AN OCCUPIED DISCOVERY !S AN ARCHAEOLOGICAL CULTURAL RESOURCE, THE PLANNING RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND 6:30 A.M., M ND Y THROUGH FRIDAY AND SHALL DIRECTOR SHALL NOTIFY THE PRO ERTY OWNER THAT NO FURTHER 86 FILL 600 CY PP�� ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:OOA.M. AND 6:30P,M. EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR - ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING `' NET 0 CY AD NATIONALLY RECOGNIZED HOLIDAYS. DIRECTOR, � -� � 8 5 , pogfo DE 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM `rf ' 19 STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGEREDDRAINAGE H GH SPECIES ACTS OR WATER QUALITY REGULATIONS, THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE 84�\\ YaT PROJECT THE ENGINEER OF RECORD HAS DETERMINED THAT, CONSIDERING APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. ��� , �• � �� � TD ,SAKI Dl�G4 SITE 83 eY _. SITE CONDITIONS INCLUDING SOIL AND CLIMATE, THE PROPOSED SITE 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE : ° �� �..M-�- - DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT TOWNSHIP a SOUTH WMZ-2 NUT SF-CTION_2A VICINffY MAP '� �� r'� 87\ MORE CONSERVATIVE REQUIREMENTS SPECIFIED BY THE BUILDING CODE. KEVIN FULMER STANDARD PACIFIC (951) 7128482 "° t �. NOT TO SCALE . THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AN SEDIMENT .,.. 82 °k TOPOGRAPHY 9 E EE L B Q 0 D SED E y CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT INCLUDING THE STATE NPDES PERMIT 88 eya 9 3C Y * , ARROWHEAD MAPPING COMPANY 3 58880 FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. �... v ` 273 S COOLEY DRIVE #102 '� A 401 10. THE HA RESP N I LE FOR CLEARING OF THE PROPS WORK AREA, A _w� 89 .` , --- COLTON CA 92324 Is OF BEAR TEO 0 ES LL BE OSB OED 0 EA AND . RELOCATION COSTS OF ALL EXISTING UTILITIES. Y� � 5 - 1 :` � 909--887-5969 7 79 � .._.....°- DATED: 09-08-04 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTERLINE OF 11 CONSTRUCTION FENCING- A SIX--FOOT 6' CHAIN LINK FENCE IS REQUIRED ON ALL. INDUSTRIAL ' BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN AND COMMERCIAL PROJECTS UNTIL ROOF SYSTE S ARE COMPLETED OR AS DEEMED NECESSARY FOR � _�: . 77� � �� �� � �.. �.-.`.. ��� 90 BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED - �,w „ IS THE SOLE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR. 76\ .. --- -- -. _.. . BEING N 22 56 23 W / A+.�, �.. � £. fi .. ��'w rr`_rr• ,.. .... -",. "'.", .. ..,...w. w'^. ti0. �� -r,.-.,.P.' 1 CURB CORE FOR DRAIN PIPE PER CITY STD. 303. 4 EA 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND .. TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 -� � - � } � r, w - 2 INSTALL e ABS ASTM-D 2751 SDR--35 DRAIN PIPE. 905 LF DESCR (TRACT AND PARCEL MAPS ONLY). - - _. �' 70\ 3 INSTALL 6 SQUARE GRATE NDS #05 OR APPROVED EQUAL 24 EA LOTS 6062 OF TRACT NO. 24188-31 IN THE COUNTY OF RIVERSIDE, STATE OF 13. DU T SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S �.n_ 71' ' £ 8 ``� 57. ,� CALIFORNIA AS PER MAP FI IN 4 INSTALL 4 ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 10 EA LED BOOK 396, PAGES 33 THROUGH 40, INCLUSIVE, OF SCAQMD RULE 43 INCLUDING METHODS APPROVED BY THE CITY ENGINEER. �( Y4MAPS IN THE OFFICE OF COUNTY RECORDER OF SAID COUNTY. 73" r 72 �- 87 `� 5 INSTALL 3" ABS PIPE PER CITY OF TEMECULA STD. 303. F OCCUPANCY HA PROVIDED �ep '� 14. A RESPONSE TO A REQUEST OR OCCU ANC SHALL BE NO LESS THAN THREE (3) DAYS F �- 1a _ ry 93 ENCROACHMENT PERMIT SHALL BE OBTAINED. 85 LF FOR THE RECEIPT OF THE OCCUPANCY RELEASE ORM. , r INSTALL a ROUND GRATE NDS #13 OR APPROVED EQUAL WITH 4 EA 15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT . -- .. , 50 i ' �' We TO 4 ADAPTOR. CONTROL NOTES, PLEASE SEE SEPARATE NOTES. ; ` "y- `s 1 FINISHED SURFACE FS ELECTRICAL LINE �E 47 7 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 482 SF ` 46 �.. � -- 9 FLOW LINE FL SEWER LINE S $ CONSTRUCT AC OVER COMPACTED NATIVE SOIL. 4,670 SF MADIN43 ESy 45rJ TOP OF CURB TC WATER LINE W 1, ALL GRADING, EROSION AND SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 44 µr� ��--�- �_.. �._� �� «� 9 INSTALL ZXe REDWOOD HEADER 272 LF FINISHED GRADE FG GAS LINE G 65 18 OF THE TEMECULA MUNICIPAL CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL J :� `, r.. HIGH POINT HP FINISH GRADE FG ` .. _ �, .mw.. 52 10 CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL HEREON. 1 EA BOARD (SWRCI3) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. �, : - � ...._.�t__. ..... �, F.�� � !, � e . PERCENT 7 EXISTING GRADE (1234.56) INSTALL 6 WHEEL STOP. 9 EA TYPICAL TYP. PROPOSED GRADE 1234.56 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 43 �= cJ2 r M SOILS INVESTIGATION BY CONVERSE CONSULTANTS DATED 5 6 1999 AND UPDATED SEISMIC ; � s 2 � � �-�..w ��, 12 OMIT ONE BLOCK WALL OPENING FOR DRAINAGE 3 EA ASPHALTIC CONCRETE A.C. j �M CONSTRUCTION NOTE NUMBER 1 AND FOUNDATION DESIGN E 24, 2 2 .S 2 ..,�..�. -� 13 INSTALL ADA ENTRY DIRECTIONAL SIGN GRADE BREAK G.B. EDGE OF PAVEMENT f .' 24, � � �' t � 5 3 -� 4 EA CATH AIN MAXIMUM T AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS F C B S CB DIRT ROAD 3 U CU L L 0 42 _ 14 CONSTRUCT RETAINING WALL PER CITY OF TEMECULA BUILDING �.�--' � �:. ,_. r__.. �-._ - __._ i � TOP O F SLOPE T.S. A.C. DIKE THE SOILS REPORT. -� _.. . DEPARTMENT RETAINING WALL STANDARDS AND PER SEPARATE CUT/FILL TRANSITION SAN D BAG LI N E Q�ca -... _.. :._ .� .� Y 54 PERMIT. 231 SF 4. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTHS 1.5 EXISTING CONTOUR --x-(112 a) --- =-� �� _�- -� EXISTING LOTS RESIDENCES SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINES OILS - / i r 1 _ --- 15 INSTALL 3 WIDE DETECTABLE WARNING SURFACING 12 LF PROPOSED CONTOUR --1125 ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. 41 E. ��� �.w_ t 7 25 _ ASPHALTIC CONCRETE A.C. 62 a INSTALL 6 AC DIKE PER CITY STD. 214 (MODIFY PER SECTION 70 LF `` PROTECT IN PLACE P ! P 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM F OWS OR C, SHEET 3 . . . PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET 3' IN VERT{CAL :F,:.`: - - �tl.�-� ' t 55 t BACK FLOW B.F. HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY OM THE TOP At 40 -- y - . .. �--._.� _ ��� �� ' 8 CONSTRUCT Jr THICK CONCRETE DITCH 75 LF OF SLOPES. 26 su, $°� 29 CONSTRUCT HANDRAIL AT CONCRETE STEPS PER DETAIL ON SHT. 5 1 EA 5 ��� 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE- AN ; - .n,. .... +� Y --- - t w�a_� y` 13 ► 30 CONSTRUCT CONCRETE STEPS PER DETAIL ON SHT. 5 1 EA CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. - ..n, �A � �- I, ANDREW T. GUATELLI, A REGISTERED GEOTECHINICAL ENGINEER OF THE STATE OF CALIFORNIA, 39 .�n. �1�- ,R¢' °.... �_ 4 31 CONSTRUCT HANDRAIL ON CONCRETE CURB AT RAMP PER DETAIL 1 EA HAVE REVIEWED THESE PLANS ON BEHALF OF GEOSOILS, INC. AND FOUND THEM TO BE IN 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF � � `�. � �~ �� -.._� �� 27 -�... t .. 60 ON SHT. 5 GENERAL CONFORMANCE WITH PRELIMINARY SOILS R P � T WAS PREPARED BY CONVERSE FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. r y � `� �� �� 57 P _.... 32 CONSTRUCT TEMPORARY MODEL SITE SIDEWALK 4 F CONSULTANTS, DATED 5/6/1999 AND UPDATED IO t t* F UNDATION DESIGN BY GEOSOIL 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE t INC. DATED JUNE 24, 2010. ' �• � ' � � .��. �� � � �� �� - NOTE. WALLS, FENCES, SIDEWALK AND MODEL SITE FLAT WORK INSTALLED. 0 PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM 38 ,e ` � �n PROPERTIESFR M SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. �-- 100 PER LANDSCAPE ARCHITECTS PLAN. r n O 0 S. .t 28 ��.,�� �_ �;.�. ;;� � � �/`'''''�J� y NO ©��320 t 9 � 5t/ �•` 1 .{ -� t �../ a DEMOLITION AND RECONSTRUCTION � i� +� 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED y 10 ��, f A RE AT LI ATE Q OF WEEDS DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS - 37 = '� ��' µ ; w_ - - - 16 REMOVE M PARKIN AC PAVING do IMPROVEMENTS. .:� � ti� 8 � �,_�. ..� ,.�_� ,�.....,s .._�;� ..,�.. EMO E ODEL G4,670 SF GREATER THAN FIVE FEET 5 THE TERRAIN UST BE KEYED AND BENCHED INTO EITHER BEDROCK OR 29 .W _ D� _ o CA1.Xro NATIVE SOIL WITH EIGHTY- IV PERCENT (85% WATER SATURATION. PROTECT IN-PLACE RETAINING WALL. 75 LF 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGIN ER SOILS _. 8 REMOVE MODEL SITE TRAP FENCE AND GATES. 1 LS ant ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS 1�.�_� Yf r �-.n 19 REMOVE SALES OFFICE CONCRETE ENTRY, WALKWAY, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 0 r 4 Ij OF WRITTEN CERTIFICATION THAT ALL FILLS HAVE BEEN PROPERLY PLACED. `,' � -° t V' 2 TRELLIS AND CONSTRUCT CONCRETE DRIVEWAY. 1 LS ANY AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES R ULATIN TH L LD EREGULATING E µ..4rJ6 1 20 PROTECT-IN-PLACE YARD DRAINS. 1 LS PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. .r aY i t' ,• j. moo. 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395 36 , AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS REMOVE YARD DRAINS AND PLUG IN PLACE P IRT BUILDING PERMIT 'r 31 STANDARD PACIFIC HOMES IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES INSPECTION MUST BE APPROVED PRIOR 0 BU LD GCLEARANCE FOR EACH LOT. REMAINDER DRAINS FOR FUTURE USE. 126 LF FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. 12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND �J �.�. � � _n.�r�_�-�.�� �. N � ��: �����T� 22 REMOVE PORTABLE A A RESTROOM WALK AND .. �,.., �. EMO E D , SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO 2 SETS OF WRITTEN FINAL PAD SCREEN FENCE 1 LSICE THE C .ref . r ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD EL EV ON IS IN CONFORMANCE WITH � 1 ��� � ._ �.._ ONT 34� THE APPROVED GRADING PLAN. CERTIFICATION SHALL. BE TO LINE, GRADE, ELEVATION AND LOCATION OF32 _rt� 7TNM� 23 REMOVE VINYL FENCE AND GATE. 13 LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CUT/FILL SLOPES. ;. . , 4 CONSTRUCT 6 BLOCK WALL AND EXTEND VINYL SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 13, PRIOR TO RELEASE OF A BUILDING PERMIT A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL . 33 , d °r �- "p � M� � ��Tµ v �� w- � � . FENCE, FINISH PER LANDSCAPE PLANS. 60 LF APPROVAL F ., �. .�. �� ...n. �.M._. ;..�, O L 0 THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION gip: �rY :, `�,. �� w.. _�.....�,x_ 5 REMOVE WALK RAMP STAIRS 1 LS OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH R -� �� T _n �..__ w _. TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON _EXISTENCE OF ANY THE RECOMMENDATION OF THE PRELIMINARY SOILS AND SEISMIC AND FOUNDATION DESIGN REPORTS. _µ. 26 REGRADE PAD AND SLOPE PER APPROVED ROUGH - _. 200 CY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE s. .._..._........ Wr_ GRADING PLANS. CIVIL AND SOILS RE CERTIFICATION 14. POST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE APPLICABLE a sk CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE GROUNDCOVER TREES SHRUBS OR A COMBINATION 'THEREOF IN ACCORDANCE WITH THE TEMECULA x r_ X° �; REQUIRED. 120 0 120 240 360 UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR FEET 4' IN v,.... .p.. VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION D CES .° 1 2 1 30 PER THE U.P.C. ...� PLANTYPES SCALE: 1'=120" t � i r 1 a ffla P� -1 I 2r Ir 20RedhillA e. ;f INDEXMAP �-� ma ,� ti. d Lr L pm LDllw0l3GR MORSE Suits 350 � 7 � r.vine CA' 614 S"fANDARDPACIF.Ic HoMES `" I I BUILDING AND SAFETY S C H U !T Z Voice: 949-251-8821 faking Ymi Right At Fl��mel p�'.• �'« REVIEWED FOR COMPLIANCE WITH TITLE 24 FAX: 949451.0516 Inland Divi3lon �� DISABLED ACCESS AND A SSIBILITY ONLY 255 E,C�.incon Street,Suite 200 f PLANNERS 9 �1t,�rIN19RS U R V E Y 0 R orona,CA► 92879 5 APPROVED BY: Phone: (951)898-5,500 Fdx; MA)89&5580 NA V E CONSTRUCTION RECORD DATE BY REVI�ONS DATE ACC D BENCH MARK DBBt�l� BY DRAWN BY CHECKED ED BY DR"AW� NO. SCALE F'ESS Q �� WS WS EJL tCYOF DSP OFA WORKS RIVERSIDE COUNTY DESIGNATION: B.M. T-29--81 4 �. f RECOMMENDED BY: DATE. -7 l ON 2 1/2* BRASS DISK IN CONC. CYLINDER LOCATED FROM " t� HORIZONTAL � � 2 CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA �� PLANS PREPARED UNDER THE SUPERVISION OF RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. T4 THE � w � � � � �` No. 452498 ,�, PRECISE GRADING PLAN INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED t I d . �l INSPECTOR RD. IN THE NA CORNER OF THE INTERSECTION 1 E. OF DATE: ACCEPTED BY: DATE. PA10mv0323cL Exp. 12 31 12 MODE. u9/TE A 7 LINK FENCE, 21"x 18 AROUND SO. CALIF. GAS VALVES, � � EDWARD J. LENTH GREG TLER 40'' N. OF P.P. (NO.J) 94 N. OF THE CE.NTBLINE OF VERTICAL �'� CIV 14� ��' DIRECTOR 0R PUBLIC WORKS CITY N N TRACT NO. 188"'3 L�TS 60�p DAT COMPLETED RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET "Q�` E G I EER ••::: R.C.E.NOT NOT W ,w NO. 052496 EXP I RES: 12-31-12 R.C.E. NO. 471 n9 0.. �� 63 1' W. OF MONUMENT. N�'A Off' �At,.� �►«� TITLE SHEET SHEET 1 OF ELEVA�iION: 1128.414 A72576\PG\24188-3M00-0l.dwg 4/06/11 PER PLAN SET INLET OF PIPE 11/2� ABOVE FL OF GUTfER ABS ASTM-D 2751 SOR-35 DRAIN PIPE 6'x*' REDUCER ............(NDS-607)1% MIN 0,f CAP 4!' PVC SCHD 40 4!' ATRIUM II(NDS-406) TEE DRAIN (NDS-13)(NDS-401) 4!' TO S' REDUCER V?(NDS-407) 281.7 B INLET-OUTLET DETAIL FG AREA DRAIN ru 6 N.T.S.I2% 280.7 3 219-20 NV 78.3 FG Tw 27%.27 JW .27 278 27-t cq 2 8.3 FG L 2' .27 TW 278-27 TW 4 1 FG 277. .72 FS 74,,, IFINISHED GRADE SHALL SLOPE AWAY FROM H p .65 278-51 TS I�75 0 NS AT ALL EXTERIOR EXTERIOR FOUNDATIO 278.18 I F 276.65 TW 2 4.7 FG 278-12 6S MIN 20% MAX FOR THE FIRST OF 4% A 274..7 AND AT 2% MIN THEREAFTER 274 274.7 CI-4 P_78 278-18 FS FS 73.8 TG FS FS .12,53 or. C14 278.30 278.30 5# MIN o.65 Jw FF to 5' MIN T 3' MIN 275 81,01 FS FS N 31 MI 21 10 2 C%4 FS Ty 2 274.8A/ *xar FS 278.46 I274.7 V~L HIP 78.46 278,4 1 FS 278.48 FS FF FS C3 FS L!-1 8.01 2780 FF HIP 274.9 FG 275,11 27 FS V_ FS PAU 274.9 FG/MC-4 INYL FENCE PER 061'ED 278-64 FS 2 275.24 91 LANDSCAPE PLANS O.O'ED FS 78.0 273.9 TG HIP 278.2 27 SECTION "A" 272.27 INV�j .3 7"HIP 0.1'ED \�278 278-3/ 2 FS .64 NITS 278.2 FG FG 280.8' -4 FS c 0.1'ED cy) HIP C>IEll 278.3 FG 9 $$A 275.3 0.0101 275.0-,/1 6'± FG im� ;�. _,%�;, I FS 4, I CK WALL PL VARIES PER PLAN CD BUILT PER SEPARATE 15' MIN FF= 12 78, 9 7 BUILDING PERMIT 274,2 VARIES ; 11�LANDSCAPE PLANS I- 1278.3 VIWL FENCE PER P fYP/1 3 M I N HARDSCAPE LANDSCAPE rumij- 3 2 FF= 12 75, 6 7 MIN. Xc"J TOP OF BERM IF P= 12 75. 0 275.00 278,30 2% MIN FF NO WALL IS USED 19 FS FS IMIN MIN 2 G IONAL _G 278.3 IREAR WALL 275.0 O.O'ED I F BERM O.O'ED 2 NON%SECTION "B' 274.2 1 278.1 FG 2800 D 271 HF 364 FS 02E BERM/REAR YARD GRADING H 274.8 FG 278.3 FG L TG........... 0.0'ED. .. .. 275.0 FG 0.2'ED 01 278.3 27 8.3 FG 0,01 owl O-O'ED -2.0 9 ED 275,01 FG / FG GF= 1 2 78.3 1 2 F O.O'ED cl,19, GF== 12 7%5, 0 Z/012 FG 277.3 k7 27 0 1.0'E 5.0 FG 1'ED 275.34 2AQ Hp O.O'ED .000 0000 1 2.53' 275.0 FS 274.3 FG 2 276*75 F1 I wis Frf T Ltj 4 73.5 Tc t Iw 275.0 FG OXED IFG 277.8 FG�,A 83 ?37 jo 274.18 273-80 1'2 74.0 TG 7-61 P2 TG 27 2 .30 INV FS 2 (D27 277.5 271.00 IN...w-wmo"moo p 2 74.1 2770 31TS 4.9% C:) qw 2 277-81 7 5 Xi 276.4OBS 273,73\67 2 75 3.1 274 owom mmum sommo doom*m�4mummme VA v J-moo 40�ww w w� TR 274.5-7 C`-4 C:) INV 602%CS) HIP FS 2 ILq ....... 276-35 r F S/GI3 272.98 FS GI3 272-31 4 t-02' N13, FS GB_.�. 276.40 JW 276.!T 273.4 FG Y73-20 275.4 fG 270.0 272.0 F FG b, IrlIf I Nv, CN;?/-7 U 11 5 'IV N -!�-8�-WATE C:) v- rlf') LL_ C) C)to--------- CONSTRUCTION NOTES -SEWErl IV-- C)lei CURD�-CORE-FOR-Y-DRAIW PIPE-PER`_CtTy_ST"631 INSTALL AV ABS ASTM-D 2751 SOR-35 DRAIN PIPE. Nn. CON CAPE PLANS (D INSTALL 6' SQUARE GRATE NDS #05 OR APPROVED EQUAL <�> CONCRETE WALK., FINIsH PER LANDSCAPE PLANS INSTALL 41 ATRIUM GRATE NDS #78S OR APPROVED EQUAL. <�> VINyL FENCE FIN1,5H PER LANDSCAPE PLANS INSTALL Jr ABS PIPE PER CITY OF TEMECULA STD. 303. 6 BLOCK WALL FINISH PER LANDSCAPE PLANS ENCROACHMENT PERMIT SHALL BE OBTAINED. 17320 Redhill Ave. <t> VINYL GAT& FlffiSH PER LANDSCAPE PLANS M 0 Ft 3 E Suite 350 INSTALL 4!' ROUND GRATE NDS #13 OR APPROVED EQUAL <t> COLORED CONCRETE, FINISH PER LANDSCAPE PLANS [Fvine,CA 92614 STANDARD PACIFIC FIONIES WffH S' TO �' ADAPTOR. <�> CONCRETE PAVERS, FINISH PER LANDSCAPE PLANS . .." I 0 INSTALL CONCRETE DRIVEWAY PER CITY OF TEMECULA STD. 207 S C H U L 7 Z Voictr. 949-25,1-8811 jVj ej fe i ts.g Y0,, f6ght At 10 0 10 20 3 0 SEA T WA L L FINISH PER LANDSCAPE PLANS FAX: 949-25 1-05 1 6 Inland DiVi3ion @ OMIT ONE BLOCK WALL OPENING FOR DRAINAGE LOW PLANTER WALL, FINISH PER LANDSCAPE PLANS 255 L Rinon Street,Suite 200 NOTE: WALLS, FENCES, IDEWALK AND MODEL SITE FLAT WORK P L A N IN F. R S 1E N 0 1 N f E R S S U R V 9 Y 0 R S Cotoiaa,CA �Y2879 SCALE's V-10' CT'S PLAN. 4Z TRAP FENCE, FINISH PER LANDSCAPE PLANS LD11w 013GR pht-3ne, (�bj)898-5-500 Fax: (951)8W5580 DRAWING NO. o0wo I I 0-11ECKED BY DESICAqED BY DRAWN BY DEPARTMEUT OF PUBLIC WORKS CONSTRUCTION RECORD DATE BY REVISK)NS DATE ACOD BENCH MARK SCALE v I EJL DATE: CITY OF TEMECULA I 11 WS WS RECOMMENDED BY:RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 ATED FROM ON 2 1/2* BRASS DISK IN CONC. CYLINDER LOC T RECISE i ORA DING SO&I 0 A N THE INTERSECTION OF FRONT LINIA V)TO THE RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD No. 05249U 4- 10 Lk ACCEPTED BY* DATE: ------ PA10mw0323 MODEL SITE INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA UA DATE: fe --r- Aon RD.s IN THE N.W. CORNER OF THE INTERSECTION f E. OF Exp. 12-31-12 .7' GREG BUAER _17T.W. . TRACT NO. 24188=w3 . ...... LOTS 60mwu%2 A 7# LINK FENCE,, 21'x 16" AROUND SO. CALIF. AS VALVES,9,V N. OF THE CENTERLINE OF J�,40* N. OF P.P. (NO.J) v SHEET RANCHO CALIFORNIA RD. FIBERGLASS WI-MESS POST SET 1- 0 052496 EXP I RES&* LOTS AND 61 2 OF 6 ____ V W. OF MONUMENT. N/A Cffi_\� 72576\PG\24188-3MOD-02.dwg 4/-06/11 ELEVAION: 1128.410 b7 � I I . -----------. __________ --_________-___-- ___._----------- ___ __ ----------- ­_. . ...._... . ...... . CONSTRUCTION NOTES CONST. PER LANDSCAPE PLANS (D CURB CORE FOR S DRAIN PIPE PER CITY STD. 303. . �'_!,'.111­1. ?. . ."s Rf�,� PORTABLE ADA RESTROOM WITH SCREEN FENCE ammm &dmm "", 'g, _,�t,4 Z 11 _0�- .,"; . 1, I . . -"I,I I- 0 9D1 I . 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I ___& ,A_�. 7 .� 30 �& . I Z-% %is (D W I .1. I O.O'ED 11 - . . ; . .. V, i . 10 I ! . :''I R11 .--.-- mmm"nw"amm" -..I-.-,-,--- I 5 � - * W il"01 . / � No . I : - . 0T 281.7 FG - , 11 IN . IT SECTION I SEE SHEET 2 �. . t 01� 279.90 IV I .,7�,rN I � 1 0.q I ..."..,. . 86, j= , I I - , If."fi. ,, --, . .. ­,­'. -1:I., I I � �r , . . . %, . I .1 � O-O'ED - . 1 iNl ­­ I .. I I . I C . NITS I .. I 1 281.7 FG I WN_l h 11,04, fs . I . . i. I � . .. �. 11 ��5. 1;0 .. . ,­ I . . .. . I 1 282.04 - . 1. . . . ..I . . . . , . I . . . I I . I . . . . . . . . . I -, 0.1'ED I . . . . . , I I CONCRETE BLOCK WALL 1. I . I - 111 ... .... , 1 . .. . ...... .'', . . . I 'll . . . . . I . . . �. . .. .. � -1, I I . . . � . ., PL FF== 12 78, 9 7 1 41%. 12'. FS / � �W_,; , . . . ... : -- . ..% . . ,. Zaoolv, ... .. . .. ..., . VARIES PER PLAN I - ! . � - -1. 111- . .... .. . 4 , ..'..-.I�,ig'!�.,..�....,.,%Ei=m.,?1.5.0�'..I..I! . . ...�. ­­­... ..I .. .. .. - '. � BUILT PER SEPARATE 10 A 5i� . , I� . W_ 11 I � I V114 . I - . .. I . . . z � � %.311 11 - I . I ." . . .. 111�.." I : .. .1 , . . .11 . . . " I F= I . f fg,�M!f-4& _: . . : . . . . . �' . BUILDING PERMIT P= 1278.3 . �, � n 4 � A", 279.88 1 - . . . . . . . . - , �, � .T ­­,.,­,- r 11� - . .. j� M.fgp i� 281.7 FG i - `-� ,0. ''.. : I . . . ; . .., . 1 .. .: . :. .1 .. ... . : " . . VARIES I I ,-, ,� 11 � - V� 1 2 . ..I . . I,..,.T-;-.-. L�­:. 1-,- -1 � - 11 .. . AV ��e . . 1'-T��nr I , , , I . ` .1 . � II . ., .1 I . "I .. , . - . . . I . . . .".,N.101.,�Ikl . I . JIX(y . . . . . mg, "\ , - IN - , " I .. . VINYL FENCE PE _______�f Q�� � ./ 1i ,Zt4� O.O'ED e'r-IN V. I ..- � f-D ------- I .. , 'pe, . � I . &�_ j I - . /1*0_� 10' MIN � -, / "� I � /(I - I '. I :. �­­,' . , , I.,W -I I ... 11 LANDSCAPE PLANS I ! I :z . . ... � I. 281-58 7' . - I W., . I I.; - �;g ---L---_j " I ITS ::�_� - .I . . . . 'I'-T 2- r . v4,j I I ;��'A-,�.?,�iw; I .1 282.0 -_FS_--_j 2816 .. -1. .... .1 I .. f�. . �. . . . 284,5. . - . . .. . . , . -0. _�=5 I .. -im A . /0 f1fA �61 ..1; � I . 1. . ... . , . I . . .. . . . ."a .... FL. ,� TOP OF BERM IF OC-4 w" 1-1-," r-t�'­ I �i 281.6713S 281.5 HP - ,; I .- 1, . , : IV- I . 1,1111 t, -, ,C . . .. . . .. . - ­1�1 tl.Wl` . -_%4&.� I ... . V�j ,� A - I � .. � - op #Efa �1­11 7 1 .. FS �@ --1. .. "O� . . I- . 1 287-50 RTW` . . .. � I . NO WALL IS U-__ aj-a I . ­­ 281.",i - NR " 279-83. 1 . . .. .... . . . . I . IN & vv- I I..i . ... . . . . . 1 278.3 . . ., I Oi I" � 1. % . I .. . .. I. I . . . . . 1. � 284.00 TF I I N "" . . . I ''. .w &*� . � �''. . .. ­ . . . 8 = I . . ..., .. ., "..'.. . ...1� �, .1 I..I I ;, � . I ..-., . . I - 1. . I I q FS INV. 2 " . . U.- ,.,. . t "Iffil " . . V . . �. . I . . . . . .." - . .. . .. I . . I. I . . - 5 _ K __ �� __�­ FS . ME" A', . ,rc - 4 tf: . . I . . . .. . .. I .: . .. I " ,o<_17_ _V����__,I-...rr 1. I 11 'I ": 2 �� I, - ... I I- ­..I ­'. I Z & 2 �_ 281.71. FS - . . I . I . . .� i4_. . - ­ m1w- -147omw , , . \.. - -, T_,"m I'-. 1 281 . - . . .. .1. . W"- - . . . . . � -_ . . . ... .1 . . I I . 1. . . . . . I 1 2 e.-� FS . 9 -1 ... I.. ... - I . .. . I . . . I . . 1. . .. ; . . ..2W.0 .. . . . . � . : . . I I .I - -,AtmF. 9, . �� I I . , , . . _. I __ ------ . 79.90 INV - - domm.-M 28 1.1 TG �.. ­'�, .. ­_� �.­ . . I . . . . . . . . . . I . &e�, .. � . , . . �N�� . .?., � I - 00 lef I 214 . . .1 . UMA V HORgj ED VEH ICLE3 I . I .. 41F 1_< 281.3 TG I ,�,.,�, 1, .. 0 I.. . . 1. . I I� \ .0� _U , I C . . . , . . I . � NEll - . � . .1 j OT I FLATIAG . - -____& � 1 &27Z5 INV . . ..I I . lm?�1011 I I . I . . -:..,:. . 11 I . I I I .., .. 1, . . .. .,. . I . I I . . I . .: ! - I I I I __?_1?-- I .1 .. . . . . . ;; . I 01311AGUISHING HUXA1111- , ­ I - 1279.80 INY I I . I . . . . . ., I . . I I . .., �I ., giem . . . , �tz,"t . . . IN16,K".�,,1." � A - .. I . ,�,_,�,p . -,_o- ,--1 . . I � i A��.,- �,_t - 1. . I .. . .. '.4m­,p-54�&c. .I � I ; . . � is pp I 09 L)CFASE PLAIE3 MUED 278.64 Nl_ 11 281.7 FG -I'... 1 281.3 FG 281.3 FG - 01 I . .. .. .-.1 . . I I . . . I� . - . . . . . . . . .. I . . . . .1 - I ..- . . ...'. .. ,..:. � I - .' 'I 0.4'ED - I -,-1."''_" '2,'_ -.6. _., ;., 1.17 ...!'..67.--. I '. I) MEMO ., I . . w :... I.. .I . . " 0-2'E .­�- 4 0.4'ED . . , i �,,��W �f I 280.7 2 1.5 F - " � . _ . r ., MR DISABLED?MMS I -,,',., ,,��, I @ � � " � , . _ I . �. I ,� E � SECTIOm v %R;INA, P , . . . .- -1 C,w-1 I V1 �,�m�,���,p�-,-�,--*�,,���.�,�,.�N",-� . . . . . � 04 . W I LL B F WN E D RAWY FS 1 278.3 "C-4 HP 0.2'ED - ­' __11�.. ,. .. . _� . . . . . I . . I . . - I I . ., !. _$ _�_1 1 "_� a v . . NITS . ----. " I % - - � . . .. .1 , , . 'I.,m-'m a. .. . . . . . . . I� -1. - -.W---59 �.l �. . I � 111. 11 I- .. 281-55 - ­�_,_�__�_- UP . . ", . .,..I . . 11 . . . . . . . il . AT OW,4[R':S UPL481. ­­ FG � , 1 1281. 7 . I . . . . � - . � L. 110� . 11 . . . . �l . -, - �, .I I .. i kkwsw I I I I . . I.. .. . .. I . . . .. . . . . . . I I .1. I . . - . . . -- . . . - lz� I . . . ' 10,. � I.,., ''1- ­` '. . W� . 'IDWID YIN IC L13 I I 1­1� . 278.3 FG '. . FS 70 %A 1 28 . . . :1-, ._ ­,-�­ I GF= 12 78,3 -\--'- i - - 2810 0 1 . I I- :.. . I ... I . .. . I . . . 284 - ... 1 , 283.8 .. . . , : .. I O-O'ED I Ill �,� . . I .. . . . I . . . . , � . . I 14AY 9 I R I)CLAIN ED AT __ , ­_�.- I - - - . . 281.45 tz) . ._­...:�, .1. .. .. . . . .' . .'. . I, M __6, � W. I V� . . . , . . . I . . . ' . FL .. Tv V,%�g,p,41.111111 �­ .. . . � . . 1fd*Aq I.-.�. � ­.- 1 277,93 FG ) ­­", ", 1 2 . v IV, 11 , .". ....­ 284,9a, ,, , 284d, . .11 ff� -286,136, . . . .�r.�,- 1 5-.1. .:��,, �. '2'!Q -," .I. . - I.� . . : , ", -- ,-; :,re: __ I.i 11 .� 2134 .� I . 40r . , i- -11 I'll __ - . _)� : . � . , . , . . 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I&Tcs 101114_11'-�'! 717111 ,,��'5r ,"-L,-, ­" 2-50 ' 20,61ITS 11�� ,,,q, 8% ,5 i. ,284.50 RTW ,0_1 ,, �,�',�,_,",'� 140 ,__ �;, I" . .�,.�';',,, ,; �� , n _ ,I . , / $-�,,�Iti' _ BS I k, I ", , ­�,""ii,.;'�;,,�,,-�-- q . * - ---_--6---- ,� N", ��_q�' 7�.,,,�,.,, "�`,,,,�5 14 IF I �, � P :cm& ,_j,'-*11��I.ij �� " ' -1, - 1� . \ '._�­._ �11, ,,� 281,42. �,'D,� ­. ......--- , I;-- % � ,4 IF, , X, g� , L� "�,�"'� :, I �,. - 20.1 21�i . ., ", , I I I . - '! . L � - ,, � *� . . < ,� �, ,_, ,, �0 T 7�1' Of � a- (TYP.) I __---__-1...-1 . 27568 276-35, '14 I _; I -0--o I __ ,� , ' - ­­­-,­ - .- . r14 , v7ZI-1-1-16 .1.1.. ' , '4"'; 6� 1,11, 6'�'�,' 80.0 13 - " , ..A....��:- .. "W~ I - mummummmummommuwa � 6-0 1 11�. .'' - - I�Il 110 � .- mmmmo '111;k,'1tL'1L.�1%1!'j E) ,"' -- ____ --- -- --- . . I . ..I I 1p, - A ......e��IL I . I I-1_�, rzi,� - 21111_1z�� 1.11, ,� . I -1. GOES-p-me w - �' 1- ,_ _11­�� . .16", -----I----- .. _ WHITE . ��',`.Iv�, L . .. __ - __ 7 ,92' FS/013 I � 11 . ­ � .'' - I �O , .. .. � : . 283.6 49 Amwmw�VA� . p_,,�' - I F_----F� -1� I e'n-,-n 61K Xrni;71 ­ 1 C4 TRANbrwimER '.. . . . . T..-.AF� !, '% '' 10 1.4 , �,, 4. . .1 21 , . , . . . � ­- ,N el Z U P4 . TYPICAL PAVEMENT SYMBOL ........­­ 276, N I ,,, " _­ I Tw-1 " " .. .1.111-1.." -�­ _y__ .8 " .9 I � 11 -,-,,.,,,, .. � , . : :: ., . . . 2 11 IN I . I * � - 14-­ eq-1 eq � I.. � - , To REM41N . N'4� ' . w f W, . I I . I . 278.0 Fj 280.2 IN . - ..'L.. . . . ;7r'or'm . Z PER SEC. 112913.4 OF THE CA - 5.&&� - .1 . . . . - . .......'.I..I I .. ....I ,-.. ..I 1. . . . . - ..-. 275.4 fG . - - . --_ - . .--_ . . I . - . . . . . -- - - . . . . . . I '" . . . . ... %-..- b_1K . .. _ . .... . . . I . 1. I _ _ - . �ft I .. . . . . . , , . .. . .. . . . . . I .. NON-RESIDENTIAL DISABLED . " . . . . . . . . I . . . . . . ' 80 . . I . C) . . . . . . .1 . . . . . I 1 5 . . . V~ . I , . . . . I . . . 1 5 . . Ir- . . I . . I . . 5 * .. . . . . . . I . ACCESS REGULATIONS . . . . . . . . I . . I . - k), . - 57 . . . . . . , . . : . . , . . . ___�. . . . . . . . . . I . . 1 . . I . . 01 . . . . . I. . . . . . .. . I . . .. . .. I - . . .. . .. . . . *1 .. . . . I . . . . . . . I I . --- -._____ 11 I----- - . . . -_ 0 . . .).....� >-40- ).....11) . ._0__0__0 I )�-I -_ 4&��,1 1��......� ­_I -� I � --- _________ _....-_____-_ -______ I ---.-- .. � w I . � �x N. .- - . -(I 1C. I ri� I � � \/V?"�_, > I N�Z� N90,_.X_ - - % %:3 , I\1 - Ar. __.. �,:,,(� - . - I NIJ; N I , , - .co 1 N�# In .� V /� �,b�vo �N I . k(� -A%APZ , w r) - -w & NRI \�, 10�e � \71�� % 71, a N � %XKj S - �bl <V to 1�31 "I � Nyl�� . L N3 0 = r0i NO ..* i * I 09 8�-WATER- N 186 . I r__ 1- ,� r__ ) ING I 8�-WATE . b �; re3 . r-: f...... .....- - 7 V-) ft C3 C:) " � Q 9 C) V_ -f- - W� ig IP _+_ &� C-14 � ;4. 00 T :A 0'3 " 'I to " " 90 '..I�, 9f t14 m 2 b V_ U, .-Ce MS V~ (O U_ --ci- C3 � . C:) t� ,*J tz NOTE: ALL ACCESSIBLE STRIPING SHALL MEET -- t I C=O 1!�E_ TITLE 24 REQUIREMENTS& SIGN DETAIL r 0 1 1 0 - -_ - - - I -_ -- - - . A.� A;-- - - - i ____- - - - - - -- ACCESSIBLE SIGN AND STRIPING DETAIL b 10 � " C) �_ n f03 1 --_____ - r_"� I - "EWE ___________ W-011 i ! I w-SEWER \--� ....1.._--,..--..-.- . I . , .. . . - . . ,� k . . - . ------� 11 I - I , I . � - .. _. . - . A i ft ft-".... 17320 Redhill Ave. I .,.I 1. i I __.____.._ M 0 It S 5 Suite 350 . - IFVI*nO,CA 92614 S'-fANDA-RD PACIF.1c HofvIES '. .. ...-I.I."I-'-..---�-.�.,.---,-.---�--..-"-.,�- . ' �; I S C H U L I Z Voice: 949-231-8821 ,making Ymi Right �It Flome,�_ to 0 10 20 30 "' ___- �������������� FAX: 949-2,31-0516 Inland Divi3lo.n I = W!!���i�,������;����������i�������,��i��i,���,����,��l����� __.- � �����������������,����,�������,������,�����,������ . 255 h Rincon Stmet,Suite 200 P L A N N 9 R S 9 N G I N 9 E R S S U R V E Y 0 R S Corona,CA 92879 SCALE: 1'=10' __ - - -- __ Phone: (�bf)8 9-8-5-500 Pax; (951)898-5580 LID11"O iiiiiiiiiiiiiiiiiiiiil ______________ ____ - -_ - - - -_ . . I .. .... iiiiiiiiiiiiiiiii �-------_ CONSTRUCTION RECORD DATE BY REVI1SA1IONS I DATE ACVD BENCH MARK SCALE IR VISS/ DESIGNED BY DRAWN BY . CHECKED BY '11� DEPAffr&EW Of NJ" WOF1K3 DRAWM NO. <, I WS WS EJL C Y OF TEMECULA .) ,-----I RIVERSIDE COUNTY DESIGNATION- B.M. T-29-81 <Ivl, RECOMMENDED BY: .......L2!!!!?_ 0-- ___0 DATE: t1is/// ON 2 1/2' BRASS DISK IN CONC. CYUNDER LOCATED FROM 1, �) e" <01 %.- 1w __-_______- . _________ . THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ,�� _�I_' --� �0 . RD., 1.8 MILES N.E. ON RMCHO CAUFORNIA RD. TO THE � - - C9 No. 052496 "' PRECISE GRADING PLAN , INTERSECTION OF RANCHO CALJFORNIA RD. AND MARGARITA rq -..-ft 6 4 t 4 . . RD.# IN THE NA CORNER OF THE INTERSECTION 1' E. OF 'i� Exp. 12-31-12 --r.77 DATE. - 0( Lf ACCEPTED BY' - ' %..... DATE: ,f f-- ... 1011110.0323 MODEL SITE A 7" LINK FENCE, 21*x 16' AROUND SO. CALIF. GAS VALVES, *X -A 6REP/4LITLER 9 A5ev . W N. OF P.P. (NO.#) 94' N. OF TflE CENTERLINE OF YA Ci vl�_ T NO. 24188,w3l LOTS 60mwC7%j ............. C lvw� '-RW RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET 0d0:.*.,.,. ( 0 " &. , I �v", , "I �, , I ___X. 0�11' 111­� 44AMMim < > ffap� m .m DN%L lb 1%) ,b, 4 , ",_ ��.,!'14_`� " , 4,� ;.,r ", , � -`_� ,�­,� � , , f, li4l:l A,� 6 '�� �,� , � I " !,,It �4,�.�1�- ' '� I `" �' I , "'��"', ,,r54��11 �1. '� - ;"""", � , " .", **"" "vv,, I 1; I " I . 14, ­ I . � " . * ,�'rvr wcl'o lt� I (19 B 0 1 :! - , I . f A OF MONUMMT. e 052496 EXPIRES' ..-. . - a .. .. ELEVATION: 1128.410 N/A . Of- ICIA0� #If L 0 TS 62 A ND PA RKING SHEET 3 OF r) - __A___________ I- I------------ ----------- --.-..-.-..-..-.------..---.----....-- I - ­­­---A____ ... ­....... ..... .. . .... ..... .... __ .. .. _________ --------- ___________---------___ --- .. k _____________________________ ___­____ . - - .-- . - -.. ..-. . - . . . .._...... ...... . I -3MOD-03-dwg 4/06/11 FINISHED GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR D(TERIOR FOUNDATIONS AT 09 Fos PL 4% MIN 20% MAX FOR THE FIRST 4.5 51 MIN 3' AND AT 2% MIN THEREAFTER 9 30 M PARKING 4' ADA 1 Z 2 INJ IIIWALK Ty SEE SHEET 2 B 2 HIGH GARDEN' I-' 77r IIIIWALL PER PAD ELEV.NS LANDSCAPE PLA FF-IN-PLACE PROTECT SEE SHEET2 tj PAD m.........,TIT �T LA RESTORED Ic-q PAD ELEV. LANDSCAPE PLANS 14 285,11 80.02' F I281-7/I283-20 TW SECTION \285.1 I80,02' FIG FIG Now—NTS \Z81.7 2% 2%278.3 lob, 281.4 FG FIG 2% HP 280.7 283. 0 �N 281.7 279-20 NY 28 1. FS 281-82 FS FF t,7 LV FS 27 JW PL VARIES PER PLAN cn 2 BUILT PER SEPARATE 2 8.3 FG EVI.82 C%4:BUILDING PERMff F Fc,VARIES 01 27827 TW VIWL FENCE PER 2el 1 O' MIN .281-98 .9.9 "'28 .98 FS LANDSCAPE PLANS 21 Lp 2816 I cr FS Ft ESTORED 04 TOP OF BERM IF MIN* 278.59 TS 282 HP PAD ELEV. 5 278-12 BS NO WALL IS USED 278.18 CI-4 281.0 ......278.18 282.04 40±FS FS 5f FL 2 2% M1 270 281.7 FS f207o MAX .30 .1 2.53' 281.4t L REAR WALL 278 282.0 FIG 281.5 FIG 23 OF BERM 281.5 EG FS m FS HP 0.2'ED 0.2'ED 286,50 RTW SECTIvN so F99 17� 284.50 TF 287.50 RTW N73 278.46 FS 278.46 284.50 TF FINISHED GRADE SHALL SLOPE AWAY FROM FS Zee,,MA ALL EXTERIOR EXTERIOR FOUNDATIONS AT 2780 AND AT 2% MIN THEREAFTER 47o MIN 20% MAX FOR THE FIRST 278 HP FG FF. 20 278-64 PL P= 1 28 1 7 Fs 5' MIN 01 5' MIN 273.56 28 1.1 TG 2 39 MIN i2i FS 30 MIN 278.3 278.3/ 278.3 INV Typ:2� 278.6 FIG FG FS p 16�co CD RESTORED o281.7 ru C) PAD ELEV. 281.3 TG FUT.FF O.O'ED 281.7 FIG FF 279-90 INY CD SEE SHEET 2 $1, O.O'ED law 281.7 PAD 282.04 0.1'ED P= 1 285, 1 C-4 Xe FS V- FF= 12 78. 9 7 279.88 LANDSCAPE PLANS P= 1 2 78.3 C-4 ......281.7 FG 1w.I01.00ED SECTION "E" 281-58 281.5 N,rs I282.00TS CN 1 HP 281.670s 281*60.CD 287,5 0 RTW FS 279.83 r 284.00 TF OF 281-51 11.70., 278-30 INV. 2 21 FS 281.71 FS I281.2 Tc FS 001� 28 1.1 TG 279-90 111T 281.3 TG 277.5 INV I279.80 INV C-4 281.7 FG 281.3 FIG 281.3 FIG C%4 281*5 FIG 278.64 280.7 0.4'ED O.O'ED 0.4'ED FS 278.3 OZED 25 H P C-4 5 281.55 GF= 1281, 7 FIG FS 281.70 278.3 FG GF= 12 78,3 ICON RU 10 NOTES O.O'ED 281.45 FS i Y,i, 277,93 FG FS 5 DEMOLMON AND RECONSTRUCTION 281.7 FO 287-50 RTW 1.01ED 281.0 FIG 283.50 TF PNG AC PAVING & IMPROVEMENTS. O'ED 0.7'ED "97 12.53 PROTECT-I N-PLACE RETAINING WALL. 20'FS 25TS ;01 280. 280.REMOVE MODEL SITE TRAP FENCE AND GATES. I t 8 TG OS\277.61 -t-IN REMOVE SALES OFFICE CONCRETE ENTRY, WALKWAY, 277. ANNEM,-Now mmumma onamp ME-M a~MEMON,W -I FS 25 2%8 7.5 C:) 28.9% -278.r rINV PROTECT-I N-PLACE YARD DRAINS. 27V* �5 19 050 RTW Emme comme ROMEO do--No REMOVE YARD DRAINS AND PLUG IN PLACE H 00 TF 275.0 INY'REMAINDER DRAINS FOR FUTURE USE. fI84.50 RTW 83.00 TF 279.77 IREMOVE PORTABLE ADA RESTROOM, WALK AND 279.10 FS 27568 - 276. FS dooft� SCREEN FENCE. 80-00'I@ REMOVE VINYL FENCE AND GATE. loomm�4mummo� 283.6 TG F B FS/GB ),qn 11 rr p T S/ wommmmmoo= 21 ..........- TRANSFORMER/EW 281 5 21 CONSTRUCT 6' BLOCK WALL AND EXTEND VINYL 276.0 TO REMAIN 278.0 Fj FENCE, FINISH PER LANDSCAPE PLANS. 275.4 REMOVE WALK, RAMP, STAIRS 21 lie 18 REGRADE PAD AND SLOPE PER APPROVED ROUGH ......................GRADING PLANS. CIVIL AND SOILS RE-CERTIFICATION ...... 5 m,L REQUIRED. LV IWATER h of 61-WATE C:) C-A 00 U- <D C) EWE 8�-SEWE ­ 17320 ReJhill Ave.M 0 R S E Suite 350 STANDARD PACIFIC F10-MES Irvine,CA 92614 949-251-8811 y(m Rip'it it 10 0 10 20 30 S C H U L 7 Z 949-251-0516 Inland Division 255 E Rincon Stet,Suite 200 P L A N N 9 R S 9 N E Y 0 R s Corona,CA 92879 SCALE: 1`10' LD11w 013GR DRAW CHECKJ�D BY DESIC3NED BY DRAWN BY CONSTRUCT11ON RECORD BY REVk9AION8 DATE ACOD BENCH MARK SCALE DEPWff&W OF PUBLIC WORKS ws ws EJL RECOMMENDED BY: DATE: CITY OF TEMECULA RIVERSIDE COUNTY DESIGNA11ON: B.M. T ON 2 1/20 BRASS DISK IN CONC. CYLINDER LOCATED FROM Ilk; -0-- T THE INTERSECTION OF FRONT ST. AND RANCHO CAUFORNIA RECISE GRADIN49 PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA No. 052496 4- DATE'r77 ACCEPTED BY:THE INTERSECTION V E. OF Exp. 12-31-12 DATE' 0,A10mw0323 MODEL SITE RD., IN THE N.W. CORNER 0 6EG UOTLER 9 ADO A 7' LINK FENCE, 21'x 16' AROUND SO. CAIJF. GAS VALVES, w EDWARD J. LENTH J3 I - TRACT NO. 24188,w3 9,V N. OF -ME CENTMUNE OF LOTS 60�vv 46 N. OF P.P. (NO.J) /Vl�-LI D. FIBERGLASS VATNESS POST SET 10 mw KING 052496 EXPIRES: LOT POST MODEL PAR SHEET 4 OF 15 1' W. OF MONUMENT. N/A CP CAI ELEVATION: 1128.410 ......------ -3MOD-04.dwg 4/06/11 55(Boo 1:\72576\PG\24188 TEXTURED PAVINCa - I11,2"SQ.x'id TNK WALL STEL U5� 1/4 'x 1/4 GROOVES CUBING POSTS # RAIL at /4 ON CENTER GENERAL NOTE 8: PAINT GROOVE RECESSES ONLYLIP PAINT., 7 COLOR WHITEFOR MASONRY CONSTRUCTION WALLS Fl.u SEE HANDRAIL 41. CONCRETE SHALL BE MACHINE MIXED. PROPORTIONS TO BE 1:2 :3�2 BY VOLUME GONc. 57EPs 3��� � USING A MAXIMUM OF 7 GALLONS OF WATER PER SACK OF CEMENT, UNLESS APPROVED OTHERWISE. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS, UNLESS NOTED OTHERWISE. PORTLAND CEMENT SHALL N BE TYPE 77 FROM TASTED STOCK PER ASTM C-150, UNLESS PERMITTED OTHERWISE ' CAST IRON SHOE' 0$1-369 GRDETAIN SOILS REPORT. BY KING ARCH. METALS ph (714) �o70-8g� 4 2. CONCRETE MASONRY UNITS FOR HOLLOW UNIT MA50NRY CONSTRUCTION, SHALL BE (� ALL POSTS) �` GRADE "N" UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C-90. THE 4L 12" OOVING IL ULTIMATE COMPRESSIVE STRENGTH OF THE MASONRY WALL, GROUTED SOLID, SHALL BE A MINIMUM OF fpm=1500 P.S.I. RAIL END N.Q.S. �,���=�,�ou SEE GROOVING 3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF 1 PART DETAIL PORTLAND C MENT, 112 MAXIMUM TO ��. MINIMUM PARTS LIME PUTTY OR HYDRATED - LIME AND 2�/2 TO 3 PARTS CLEAN WASHED SAND. MORTAR TO BE TYPE S WITH rt u 48" MAX, 131/211 � 1611 1311 1211 1211 36 11 �2�� 121124�� WITH A MINII�UM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 4IJ* R 4. GROUT WALL SOLID UNLESS OTHERWISE NOTED. GROUT SHALL BE PROPORTIONED 30 SEE CONCRETE _ FINISH SUf;d=ACE BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY ��. a" �%� R tYP. \� FOR POURING WITHOUT SEGREGATION. FINE GROUT IN SPACES Z OR LESS, SHALL STEPS ►n BE COMPOSED OF 1 PART PORTLAND CEMENT, TO WHICH MAY BE ADDED NOT MORE �� � - THAN �jp PART HYDRATED LIME OR LIME PUTTY AND 2� TO 3 PARTS SAND. FOR 4 COUR5E GROUT ADO 1 TO 2 PARTS PEA GRAVEL TO TH�FINE GROUT. GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. a, '� Al— ° °� 5. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 40 FOR #4 BARS , � AND LESS, GRADE 60 FOR #5 BARS AND GREATER, UNLESS OTHERWISE NOTED. �i�— . � . �.� . . . � _I ( I•I a ° e ° '' � ,�. 6 ADOWELS UM 40 BAR DIAMETERS IN CONCRETE AND MASONRYNLESS OTHERWISE SE NOTED z ,. o,• ' _ _ . � 8WIDECO I � . F 5 p " BO�� —I I � � ' � o � 7. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW � UNDISTURBED SOIL OR COMPACTED EARTH, 17 MINIMUM UNLESS OTHERWISE NOTED. ' ' �'.. ..• �\ MATCH ADJACEN _I I ( a � :" 8 . TELEPHONE THE STRUCTURAL ENGINEER IF SITE CONDITIONS ARE NOT AS SHOWN. . � PAVING � � a. : tYP. -7' 6 �' =�—� �� � ' MIN. I I . 1 9 . DO NOT BACKFILL WALL SOONER THAN 7 DAYS OR PRIOR TO REACHING STRENGTHS POURED CONCRETE CURB ' •� �' �� � � I .a. REQUIRED IN ITEMS 2, 4, AND 5 ABOVE. w/SMOOCH ?ROWEL FINISH 8' WIDE CURB 12 B07N SIDES if 2' CLEAR �� �' - 10 DO NOT BACKFILL RETAINING WALLS WITH HEAVY EQUIPMENT CLOSER THAN THE CORE 31/2s SIA. MAX, INSERT P087 � � � � �� _ cv VERTICAL HEIGHT OF WALL. 4 POR-ROCK IN PLACE (TYPICAL) �'4 BAR � EACH RISER I I ( .� � ° I_I � I' -� I I b- (SEE HANDICAP SECTION 'FAL-7') -I ° . . � � 11. DESIGN EQUIVALENT FLUID PRESSURE IS FROM SOILS REPORT OR REQUESTED BY NOTE 04 BARS a l8' o.c. OWNER AND IS NOT THE RESPONSIBILITY OF THIS ENGINEER. NOTE 1211 3�ii 12 MASONRY CONSTRUCTION SHALL CONFORM WITH ALL APPLICABLE CODES AND 1. REFER To MEtAL FABRICATION i. RESER ro CONCRETEiORDINANCES (2010 CALIFORNIA BUILDING CODE). NOTES THIS SNEEt, MA50NRY THIS SWEET. \ COLD JOINT 13 WATERPROOFING SEAL: COAT BACKSIDE OF WALL IN CONTACT WITH EARTH USING "THOROSEAL" FOUNDATION COATING. APPLY PER MANUFACTURERS SPECIFICATIONS. 29 HANDRAIL AT CONCRETE STEPS 3 CONCRETE STEPS " = 1'-oil PARKING LOT 3/4" = 1'-all PARKING LOT METAL FABRICATION NOTE S 1. ALL STEEL TUBING TO BE 16 GA., UNLESS OTHERWISE SPECIFIED. rT� METAL HANDRAIL 2, CONNECTIONS TO BE CONTINUOUS WELDED. I'/z a 50. x '/8� 7NK, WALL STEEL � ,iz 5Q, x ,is MIN. WALL1.-7 (15OTP81DESor- RAmp) 3. ALL TUBING TO HAVE ENDS WELDED CLOSED. � � tUBINCs POSTS d RAIL Q STEL TUBING POSTS � _ 5'-4" 4. REMOVE ALL SLAG AND SPLATTER. �N w t" AND RAIL Q 8�� / d1_0" $° 5. GRIND ALL WELDS SMOOTH. (Y Q CAST IRON SHOE # 81-369 � tu - � ut BY KING ARCH. METALS � 4141 4Y 4" 6. FIELD WELDS TO BE RUST-PROOFED (X 4 lu 7. PAINT ALL ST�EL WITH ONE COAT ZINC ALL POSTS � � 0-SECTION � CHROMATE PRIMER AND TWO COATS OF SEctION - SEE � � RUSTOLEUM, OR EQUAL, RUST INHIBITING n u 5EG710N AT RAMP PAINT, COLOR: TO BE DETERMINED 1/q, 12 POURED CONCRETE RAMP w/� (ALTERNATE BID—METALLIZED 45MAx. IZ�� ��� 111 � IllRSMOOTH TROWEL FIN15N ON N � tYP. CURB PORTION, FIN16W I �I \ — PERP DICMEDIUM �LAR FINISH N GRADE 5 �q. DIRECTION O� TRAvEL CONSTRUCTION MOTES � ON WALK SURFACE _ - -11 F CONSTRUCT HANDRAIL AT CONCRETE STEPS PER DETAIL ON SHT. 5 ° ' • • ' '� ' :�' ' ' �,., : 30 CONSTRUCT CONCRETE STEPS PER DETAIL ON SNT. 5 N 31 CONSTRUCT HANDRAIL ON CONCRETE CURB AT RAMP PER DETAIL 41-011 ON SHT. 5 CORE 31iz"DIA. MAX., INSERT POSt � R $ POR-ROCK IN PLACE (TYPICAL) TYP CONCRETE CURB � =� CONCRETE RAMP m NOTE: y is R , I. REFER t0 MA5ONRY `p TYP . NOTE%5 CHIS SHEET. Adl a I � SECTION AT RAMP vl� 4. (5Z 8*37o),* —1 TYf=,*q 'i2 = 11.011 PARKING LOT RAIL END g 11/211 = 11.011 NOTE HANDRAIL ON CONCRETE i. RESER TO METAL FABRICATION CURB AT RAMP NOtEs, tH15 SNEEt. 31 3/4 11 all PARKING LOT i 17320 Redhill Ave. . MOK3E Suite 330 Irvine,CA 92b14 STANDARD f'1\_C1_F4k,1C f-101VIES � Voice: 949-Z51.8$21 ltriiC AlCHU LIZ F( !rf• FAX: 949-251.0316 Inland Divisiota 2 .)E.1Zitx:un Street,Suite 200 PLANNERS ENGINEERS SURVEYQRS Corona,CA9;>6"19 (9,51)898-55oo e,aY: c9`51f898-5580 LD11-w 013GR ---------- NO. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK SCALEQ�pF ESS�pN DE31G(� C D BY DRAWN BY CHECKED BY �w� RIVERSIDE COUNTY DESIGNATION: B.M. T-29-81 O J. '�! WS WS EJL RECOMMENDED BY: �itY/, (��j��. DATE: �I ITY OF TEMECULA ��"&W OF PUBLIC WORKS ON 2 1/2" BRASS DISK IN CONC. CYLINDER LOCATED FROM �� � � � HORIZONTAL � y>� �'y � PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR THE INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA 2 � ? PRECISE GRAD/NQ PLAN RD., 1.8 MILES N.E. ON RANCHO CALIFORNIA RD. TO THE (�. / INTERSECTION OF RANCHO CALIFORNIA RD. AND MARGARITA AS NOTED � N0. 052496 � C./'�` DATE: ` � �'( ACCEPTED BY: �" DATE: G~.... PA 10,m 0323 MODFL SITE INSPECTOR RD., IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF � Exp. 1Z-31-1Z � 5���� ,'Fr;-p UTLER '� �f./j�Q Q /� A 7' LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, "�C * EDWARD J. LENTH 4REC� � '.` ` TRACT /VO. �T/VV�Vj SLOTS 60aw BV ao' N. OF P.P. (NO.�!) 94' N. OF THE CENTERLINE OF VERTICAL J'� C���� �Q' DIRECTOR OR PUBLIC WORKS / CITY ENGINEER �fr': :�1985::�:�. RANCHO CALIFORNIA RD. FIBERGLASS WITNESS POST SET qT�' Q�� 052496 EXPIRES: 12-31-12 R.C.E. NO. 47109 �Oxe DETAIL SMS / SHEET �F DATE COMPLETED 1' W. OF MONUMENT. N/A OF CALIF R.C.E. NO. •� ELEVATION: 1128.410 5 5 I:\72576\PG\24188-3MOD-05.dwg 4/06/11