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Lot 1 Precise Grading Bldg 1-22 & 66-70
FNERAL. NOTES 1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS) , THE CITY'S � o ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. o� 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): TRENT HEINER WOODSIDE HOMES 949-456-5044 E RADIN PLAN ' RESPONSIBLE PERSON DEVELOPER COMPANY 24-HR PHONE NUMBER LOT I PHA E B DIN I ND JU ,o PROJECT RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE NUMBER f ,: • F� 3 L.I CENSE/PERMIT REQUIREMENT. PHASE 2 . a . PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBS I TE DUR I'NG CONSTRUCTION. s.. ASA f ® PHASE)' �9 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER `, `` ,f' ;A OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS ' OR OMISSIONS DISCOVERED DURING r,�' ,: '{ �. � kOf CONSTRUCTION. a 6/1 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT ` CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF, A MILE OF AN OCCUPIED / l { RESIDENCE, BETWEEN THE HOURS OF 6: 30 PM AND 6: 30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN T OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 AM AND 6; 30 PM ON SATURDAY. NO _ `AA , `> ` RRq �sr �' A CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED , . SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE _ OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. Y4 VICINITY MAP 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE r ° ' °� RTS. REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ' 'a ' $ ENGINEERING AND CONSTRUCTION MANUAL. Sy „ _ ADINGi NOTES 8. PRE-CONSTRUCTIONMEETING. A PRE CONSTRUCTION MEETING ,SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE .7 y f u - a' r'`.F'• tvx: nv..s...vv.. •:,+,., - ...M1,}1 i • 1 . STANDARDS. ALL CONSTRUCTION AND GRADING RELATEDI I ( I .E. , STOCKPILING, LAND CLEARING EROSION START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE •r � A� , �, � ;.;:.� 0 ACTIVITIES ES ( S , SHALL BE AT THE JOB SITE AT ALL TIMES. r r ' l �: SEDIMENT CONTROL, ETC. ) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE. A REPRESENTATION AS TO THE Af ,. � CODE THE ENGINEERING AND CONSTRUCTION MANUAL ALL APPLICABLE STANDARDS THE LATEST EDITION OF THE • � �"$ � • ,::' ..nCALIFORNIA BUILDING CODE APPENDIX J AND IF APPLICABLE THE STATE WATER RESOURCES CONTROL BOARD SWRBC ACCURACY OR COMPLETENESS OF THE LOCATION NOR THE EXISTENCE OR NON-EXISTENCE F L'" r ' 4>• ( ) ( ) , 0 ANY UNDERGROUND NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT CONSTRUCTION ACTIVITIES. UTILITIES WITHIN THE PROJECT LIMITS. .ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE .� �,P.� � `>��` _ ` 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY -THE CONTRACTOR, AT HIS EXPENSE. Q 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO \ A 3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE @ (951 ) 308-6395 AT INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . CENTERLINE ' A°'` A $' 1 ',' r e ..A�"�" l � LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE ISn A ° A GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED ~" \,A 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 71, TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND, AS s A , ; PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED JUNE 4 2007 AND UPDATED ON OCTOBER 5 APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY A °<` `' a F � AAAA�' `� �' '�� •� ''` F �'� 2011 . SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADE PLAN. ENGINEER. _ '�:� ��� ,� -- �' h �{ •� 5. CUT/FILL 11 . DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY rs r! �. -- � �+ i. } a . MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT. DISTRICTS (SCAQMD) RULE 403. 1 � � � : � �> ` ' '.f COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT.. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN, LINK FENCE IS REQUFRED ON ALL INDUSTRIAL AND COMMERCIAL '~ -�="' ;`' :. r COMPACTION OUT OF THE FINISH SURFACE. PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS . DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC sR b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, SAFETY. .THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. `�. �� - .`.•_fa+� DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO ETHER BEDROCK OR NATIVE. SOIL, AS 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. DIRECTED BY THE GEOTECHNICAL ENGINEER. 14. OTHER CONSTRUCTION NOTES REFER TO SEPARATE NOTES FOR` GRADING, EROSION AND SEDIMENT CONTROL, PAVING c . STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ( 1 .5) SHALL BE SUBMITTED AND TRAFFIC REQUIREMENTS, IF APPLICABLE. `.. TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOG1,5T FOR CUT AND FILL SLOPES :;. OVER 30 FEET IN VERTICAL HEIGHT. SHEET INDEX - '<_r-, ';±`:::: d . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL$ ENGINEER OR URC TOPOGRAPHY: GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ON FOOT IN DEPTH 4 l SHEET 1 TITLE SHEET ':r HAVE BEEN PROPERLY PLACED. SHEET 2 DETAIL SHEET ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 647 N. MAIN STREET, SUITE 1A ` SHEET 3 PRECISE GRADING PLAN ;' t` 6. DRAINAGE. CA. 92501 " LOTS 69 - 70 & PATIO AREA RIVERSIDE, .�,� a . AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS (951 } 686 5103 SHEET 4 PRECISE GRADING PLAN +<,.' ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED DATE OF TOPOGRAPHY 9/16/02 ', T its LOTS 66 - 68 ;z AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED 45 SHEET 5 PRECISE GRADING PLAN PER THE APPROVED PLANS.. LOTS 14 & 20 - 22 BASIS BEARINGS NOTES e b . EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR SHEET 6 PRECISE GRADING PLAN NATURAL WATER COURSES SHALL BE PERMITTED. LOTS 11 - 13 THE BEARINGS SHOWN HEREON ARE BASED ON A c . TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE SHEET 7 PRECISE GRADING PLAN PORTION OF THE CENTERLINE OF YNEZ ROAD AS LOTS 7 - 10 MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND SHEET 8 PRECISE GRADING PLAN SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING 43 � 37 ' ; M PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. LOTS 15 - 17 INN 48 15 11 W 1 ' d . APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING SHEET 9 PRECISE GRADING PLAN 42 f PROPERTIES DURING THE GRADING PROJECT. LOTS 3 - 6 & 18 e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN SHEET 10 PRECISE GRADING PLANENGINEERS THE LIMITS� OF EASEMENTS. LOTS 1 - 2 & 19 :SOIL.: � m �. ;tl f . THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE PERCENT (0.5�) . ° \ a 3 I , SIMON I . SAIID A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PROD ECT I N Ft's. PRINCIPALLY NC I PALLY DOING BUSINESS NESS I N THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT ' } ; h 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT 0'F WDID# : 9 33C360287 A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME \� �� INDEX MAP ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. RISK LEVEL : 2 OR UNDER MY DIRECTION ON 1015/2011 . ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED T \ �� SCALE: 1"=1009 8. ROUGH GRADING INSPECTION PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS L _ L FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN � � INSPECTION LINE AT (951) _308-6395. SUBMIT THE FOLLOWING: GROSS ACREAGE : 7.5 ACRES SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. DISTURBED ACREAGE : 4.9 ACRES a . TWO SETS OF PAD ELEVATION CERTIFICATION (I .E. , ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD o THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION QSD/QSP PAUL WARNER CERT#21570 RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE. AND LOCATION OF CUT/FILL SLOPES. PHONE NUMBER : (951 ) 712-4406 b . TWO SETS OF PAD COMPACTION CERTIFICATION ( I .E. , FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT o EMAIL : WATERWRK�AOL.coM CONSTRUCTION NOTES & QUANTITY ESTI MATE �QgpFESS/pN� THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o SIGNED �c�,`` its I • S,Q co F� N0. ITEM QUANTITY UNIT 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. c; t'�WNERMEVELOPE11 '`` `'` � LOT GRADING (27 LOTS X 75 C.Y. EACH) 2,025 CY � W to C m 62375 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE BUT NOT LIMITED TO INSTALLING WHERE rn WOODS I DE HOMES R.C.E. NO. No. 62375 �' ff ' f N INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 219 EA APPLICABLE: GROUNDCOVER TREES SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL N 11870 PIERCE STREET, SUITE 250 * r CODE PRIOR TO FINAL . INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION m RIVERSIDE, CA 92505 � �,� CIVIL ��� 3 CONSTRUCT DOWNSPOUT CONNECTION PERS DETAIL 4, CASE 1 54 EA w �, O SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. V) CONTACT . TRENT HEINER DAAE FOF CAi.�FO Q PHONE : (949) 858-49.80 INSTALL 4" PVC DRAIN PIPE 2,943 LF _ "PAVING, " "GENERAL" �f a. ' 11 . OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR PAVING, GENERAL AND EROSION AND SEDIMENTuj i INSTALL 6" PVC DRAIN PIPE 1 ,219 LF CONTROL" REQUIREMENTS. SOILS ENGINEER v w LNSTALL 8" PVC DRAIN PIPE 576 CY n � LEIGHTON AND ASSOCIATES CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 2,025 SF z 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 � a TEMECULA, CA. 92590 Q ® ® ® PHONE: (951 ) 296-0530 Q ALL CURB ADJACENT SIDEWALK TO BE BUILT PER LD12-108C0 --- -- 40810 COUNTY CENTER DRIVE,SUITE 100 FAX: (951 ) 296=0534 CONSULTING TEMECULA,CALIFORNIA 92591-4679 0 INSTALL DRIVEWAY 5,450 SF o A Company 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com w LQ 3�0,�i R Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH DARK ESS DESIGNED BY DRAWN BY— CHECKED BY o T-32-81 RESET 1987 A 2 1/2" DISK SCALE ���gfl J� M. DOTY M. DOTY M. DOTY CITY OF T DEPARTMENT OF PUBLIC WORKS SHEET NO. Q IN CONCRETE WALK NEAR THE/ HOR ONTA ��"4 ��` A• 00 �� RECOMMENDED BY: DATE: S �-`� / 0 CONTRACTOR I Z L A z .�� PLANS PREPARED UNDER THE SUPERVISION OF N INTERSECTION OF FRONT STREET AND PRECISE GRADING PLAN o RANCHO-CALIFORNIA ROAD IN THE AS NOTED '�' m ���of T ,c INSPECTOR SIDEWALK OF A BRIDGE OVER THE No. 73744 ' ® `' U . .3 TRACT 2399 ■ LOT 1 MURK I ETA CREEK ON THE NORTHWEST * * DATE: 3/20Zv/3 ACCEPTED BY: DATE. "r" i CORNER OF BRIDGE. VERTICAL �` DATE COMPLETED s�q� cl V1L ��`�` MARK A. DOTY EG B -LERof : ::zee.:..: :' TITLE SHEET o N/A FOF R.C.E. IRECTOR OF PUBLIC WORKS/CITY ENGINEER rj 8 ' ELEVATION = 1007.337' / R.C.E. 73744 R.C.E. 47109 _ *NO PHASE B' BL■DGS 1 ■ 2 AND 66 ■ 70 OF 10 SHEETS RANCHO HIGHLANDS WALL DRIVE R/W RANCHO HIGHLANDS DRIVE R/W BUILDING MALL • (VARIES) BUILDING. ..- I - -- -- -- -- , -- EXISTING NOTES: V-DITCH BUILDING FACE 1 . ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL) 851 N. HARVARD AVENUE TYPICAL SECTIONL TYPICAL STCTI O LINDSAY, CA. 93247 1 . NOT TO SCALE NOT TO SCALE DOWN SPOUT (800) 726-1994 VAIRES PER PLAN 2. REFER TO FINISH GRADING NOTES " 2" OR 3" DTA. 3. DO NOT GLUE GRATE OR RISER TO PIPE WALL 4. GLUE: "IPS WELD-ON" #733 SOLVENT TIERRA VISTA , STRAP (MEDIUM BODIED, FAST SET) FOR ABS PIPE WALL. ROAD THRU 6"DIAMETER R/W RANCHO HIGHLANDS TOIN DOWN RISER SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM 1 " DRIVE BUILDING BUILDING LINE 3" PVC RISER R/W 1 ' (LENGTH VARIES) (VARIES) s ( 11 ' } BUILDING ' FINISH GRADE 2.0% MIN :. . ` ' '. ' • F I N I SHED FLOOR NDS 1230 OR APPROVED (0 N EQUAL WHERE SHOWN °' • /,�//.��/.�✓/,a «...�,.M. .. ON PLAN ' � � .�- j .,. :, .:. .,:• 1 .0% MIN •'R -- — -- _ '•�� _ _ + R:' � �- 3' PVC DRAIN PIPE PAD ELEVATION DRAINPIPE EXISTING �' SAND FILL PER PLAN ro', 3" PVC 45* ELBOW TYP. _ V-DITCH •,'. 7 3" PVC DRAIN PIPE (2) PLACES OR USE (1 ) 90° .:•.r....�.;...a,. (TYP) SWEEP TYPICAL SECTIO TYPICAL SECTIONL 2 NOT TO SCALE ry NOT TO SCALE TYPICAL SLAB, ZTOOTING DESIGN DETAIL DOWN SPOUT TO AREA DRAIN DETAIL NOT TO SCALE NOT TO SCALE TIERRA VISTA ROAD R/W RANCHO HIGHLANDS DRIVE R/W WALL VARIES I { 11 ) SIDE ' { 11 ' ) LINE OF SIGHT BUILDING YARD EASEMENT BUILDING ,,,,., ---- BUILDING LINE BUILDING LINE BUILDING LINE TYPICAL SECTIO TYPICAL SECTIO 5' MIN 4' S' MIN VARIES WALK VARIES NOT TO SCALE NOT TO SCALE 1 ' MINS MUDSILL 1 ' MIN z DEEPENED FOOTING (DF) DEPTH FINISHED FLOOR 00.E FINISHED FLOOR z {UP ER) SHOWN ON GRADING PLANS ; ..• X R ` FINISHED FLOOR '.� �R . . . .' �:.;'...•.•�.. .�-�:�' TRACT (LOWER} g 20ga �ZN •. 200 rn : ' ��� FINISHED N I SHED GRADE > N BOUNDARY .••• .�,; ..• .. ., . . 2�..-- .• � 2.°/0 �I1I ..•:' PAD ELEVATION WALL ,• ., ,� .'' 2.0% r: ND FILL P ELEVATION �'""�� "�' D FILL DO r SA AD 12„ SAN ... -- , PAD ELEVATION SAND FILLU. ::,. MIN v E ' 2� A� PVC DRAIN PIPE ►:-'' :... ' •' NOT IN NO CASE SHALL THER SWALE FL ° 41I BE LOWER THAN THE BOTTOM OF THE N (WHERE APPLICABLE) FOOTING WITHIN 5 OF THE FOOTING BUILDING PVC DRAIN PIPE ' (WHERE APPLICABLE) DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE ml , THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE II1- Ake EXTENDED DUE TO STRUCTURAL REQUIREMENTS. (2 �k� TYPICAL SECTION BETWEEN BUILDINGS EXTRA DEPTH TOOTING DETAIL' EXISTING _T NOT TO SCALE NOT TO SCALE V-DITCH TYPICAL SECTIONIL NOT TO SCALE T FBF ■ ■ 40810 COUNTY CENTER DRIVE,SUITE 104 -CONSULTING TEMECULA,CALIFORNIA 92591-4679 A: Company 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com " - TD13-1�i 1'CR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC`D BENCH DARK ES DESIGNED BY DRAWL BY CHECKED BY SCALE A. Sj�' M, DOTY M. DOTY M M. DOTY CITY OF T DEPARTMENT OF PUBLIC WORKS SHEET NO. T-32-81 RESET 1987, A 2 1/2 DISK A, l / CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL ��`` �� ��jA '� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: < DATE: INTERSECTION OF FRONT STREET AND � �� -� � PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE ° � cs rn �, � G W �' TRACT 239 LOT 1 SIDEWALK OF A BRIDGE OVER THE AS NOTED �, �, INSPECTOR No. 73744 2 MURK I ETA CREEK ON THE NORTHWEST '•'�"''" •"`''` '" * � p ACCEPTED BY: DATE: �l3 0 '•• •`:r'"•'• � CORNER OF BRIDGE. DATE: zOl , �.. �.,........ VERTICAL CAL \� EG LER ;• �,t,}jy CIVIL MARK A. 'DOTY f .:: DETAILS DATE COMPLETED 9 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER rj •••laea... N/A TFCF•CAL�Fd� R.C.E. 73744 `�'�► PHASE B BL.DGS 1 22 AND 66 , 70 OF 10 SHEETS ELEVATION =1007.337' - R.C.E. 47109 � ,r• :1 : ,+r CONSTRUCTION NOTES S E E S HEED T:..„ 8 INSTALL 6 ' GRATE PER D S N 40 OR EQUIVALENT 2 LL N 0 U Y , y »:• 98. 3 � CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 . �::„:..:.............. ...,....... .::...::'-" 98.76 INSTALL 4" PVC DRAIN PIPE 4.f 5 INSTALL 6 13 PVC DRAIN PIPE O Q) ` 96.3 66} INSTALL 8" PVC DRAIN PIPE / TG 1 / 7 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 / 8 ALL ( CURB ADJACENT SIDEWALK TO BE CONSTRUCTED PER LD12 108CO ^ o / "Ja 1clq �G� 9 INSTALL CONCRETE DRIVEWAY k ZA tVr 97.41 d '00e FS GB U00% r' /' � 97.83 0 �. 0000, 96.7 TG 2 FS HP ---..,_ 2 94.88 INV :..:- \, 1S 0.5 . .:......,. . 37.2 97.33 t. F " : 97.75 : 7 i .. 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DOTY CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL ��`' Q�� 0 ti� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: DATE: INTERSECTION OF FRONT STREET AND c .c � o� T PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE � m �� ��G. INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED a. No. 73744 �' ,. `~ ••••` � MURRIETA CREEK ON THE NORTHWEST ACCEPTED BY: DATE: TRACT 23992 LOT 1 CORNER OF BRIDGE. VERTICAL * * DATE: ' � f EG BUTLER PHASE B _ ; DATE COMPLETED ` 9��. �V 1l. 4 �� MARK A DOTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 'r'` ' �A N/A OFF R.C.E. 73744 ELEVATION = 1007.337R.C.E. 47109 " BUILDINGS 69 70 & PATIO AREA OF 10 SHEETS CONSTRUCTION NOTES11 n I I � I INSTALL 6 . I I I " GRATE PER N.D.S. NO. 40 OR EQUIVALENT : : ! I : . � BUILDING 14 _� il�� : CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 [❑ �_] I J . I • : 9 : G) IINSTALL 4" PVC DRAIN PIPE : : : < /I '.... : � ' ..._.._ : : . 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RECOMMENDED BY: _ 6�oaDATE: CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL ��` � ®aj� �' , PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND -- .`r -�- m r PRECISE GRADING PLAN RANCHO"CALIFORNIA ROAD IN THE OF T I NSPECTOR SIDEWALK OF A BR I DGE OVER THE AS NOTED No. 73744 �' `~�c G - 4 MURK I ETA CREEK ON THE NORTHWEST . yk t ACCEPTED BY: _ DATE: s► a Y�''` .�,;: TRACT 2' 992 m LOT 1 CORNER OF BRIDGE. VERTICAL DATE. GREG TLER b- s s> C�vtiti PHASE B DATE COMPLETED qT �� K A. DOTY - 1 r F' Q DIRECTOR OF PURL I C WORKS/ I TY ENGINEER �� 1989._ N/A 4F�+,�.1F R.C.E. 73744 ■ ELEVATION = 1007.337 R.C.E. 47109 BUILDINGS L.DI NGS � 6$ . OF 10 SHEETS 11 F CONSTRUCTION NOTESI I I I .1-1 I I � . � � � � I . I � I r2 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT . (�) CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 . INSTALL 4" PVC DRAIN PIPE (�5 INSTALL 6" PVC DRAIN PIPE 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STD. 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"i,3' f{ f f: "'"%" 'r.§:`Y':"..r,, ' r i•' {. .v f :.,r: . " : i i ;., . : EET 4 f{ ff e t . ; ;f:, f : , : : • . : ~``'�-, - 11Z �l � e 11 0 __ q 1 BUILDING 68 ",.. p BUILDING 66 ;., .� ,x.. i I / �. -I T . BUILD NI Fl � I c I G 67 > 1 ' -J ii■� 10 5 . 0 10 20 30 � I . . I m 111111111 1111111d ■ ■ ■ 40610 COUNTY CENTER DRIVE,SUITE 100 SCALE: 1 "=10' CONSULTING' TEMECULA,CALIFORNIA 92591-4679 ' . A Company 951.676.6042 ■ FAX 951.676.7240 - www.RBF.com Lt�13-t�f.1 R DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC"D BENCH MARK SCALE R4FESS1 d @ �q M. DQTY M. DOTY M. DOTY CITY OF T D PARTMENT OF PUBLIC WORKS SHEET NO. T-32-81 RESET 1987, A 2 1/2 DISK _ ,C• �' CONTRACTOR I N CONCRETE WALK NEAR THE HORIZONTAL � ��"�' ��,�► SIC, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: DATE: INTERSECTION OF FRONT STREET AND �? .�- PRECISE GRADING PLAN RANCHO CALIFORNIA ROAD IN THE AS NOTED `C.D" m ,� ° T �G INSPECTOR SIDEWALK OF A BR I DGE OVER THE � No. 73744 �' - Sl_��14? `' `��� �' MURR I ETA CREEK ON THE NORTHWEST * ACCEPTED BY: DATE: 4 h?"` : ;;`: TRACT 2:3 L.0 T 'I CORNER OF BRIDGE. VERTICAL s, N DATE. EG B LER - b;j t,; w DATE COMPLETED �,9 e1V1� �� MARK A. DOTY PHASE T,�'OF CAL,�p� D I REC OR OF PUBLIC WORKS jc I TY ENGINEER al •••1989•• N/A R.C.E. 73744 ELEVATION = 1007.337 R.t�.E. 47109 `�°�'�" E�U I I.D I'N '';� 1 �[ 20 2�2 OF 1 0 SHEETS N T O RUCTION NOTE a . INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT . ................ 3 CONNECT DOWNSPOUT CONNECTION PER DETAIL 4 CASE 1 _. ..:...."..:...... TRACT BOUNDARY....,. . �,. .�.. ...�" " 1111, .. ..--1'1 11 _ __ _ _ _ __ . 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I N CONCRETE WALK NEAR THEA �w�- Q�' A• QO - RECOMMENDED BY: _ DATE: CONTRACTOR HORIZONTAL ,� PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND � �, RANCHO CALIFORNIA ROAD I N THE AS NOTED '�' ���°� ' PRECISE GRAD NG PLAN INSPECTOR SIDEWALK OF A BR I DGE OVER THE No, 73744 . r"` `' TRACT 23992 MURR I ETA CREEK ON THE NORTHWEST * DAT l, ► ACCEPTED BY: DATE: ..S l3 �ti`" - '' LaT 1 CORNER OF BRIDGE. VERTICAL �f'J. C �, �'�. E• EG TLER �Y` :., ,�,.,�: ,:� DATE COMPLETED q� !V t �� ARK A. DOTY DIRECTOR OF PUBLIC WORKS CITY ENGINEER1r1 1989:.:1: " �HA E �i N A FQFCAI.� R.C.E. 73744 f - ■ . ELEVATION = 1007.337 � R.C,E. 47109 B�1`..D�NG� '� 1 13 of 1�SHEETS .: ...,. ..... .... ::.::... _.., .... _. :. .::,:> . ............. ...:-:.....::....:...... .............. ::; „ ............. ........... .......... :::. ........:...:.:::.:::... :: :: :> ... ... ... . ..::.:.::.. ..:....... ............... ..:...-..:,.._................ ....................... :•' .. ... .. 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CHECKED BY , CONSTRUCTfON RECORD DATE BY REVfSIONS DATE ACC'D BENCH MARK SCALE StOFESS/ Q �A CITY O F T E�EC U LA PARTMENT OF PUBLIC WORKS SHEET NO. .. T-32-81 RESET 1987, A 2 1/2" DISK IQ A. ,0 'Ql M. DOTY M. DOTY M. DOTY CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL ��`' 0�,, , PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: TE. ll INTERSECTION OF FRONT STREET AND - � .�� .� m ,� �, PRECISE GRA®' N'G PLAN RANCHO CALIFORNIA ROAD IN THE °� '" INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 73744 �' ~� TRACT 2399 LOT 1 MURR I ETA CREEK ON THE NORTHWEST '•'`'�'•" '* * ACCEPTED BY: DATE: �� l �;" � „":. CORNER OF BRIDGE. VERT I CAL �. DATE: EG B LER - Y. ,,,,•,." DATE COMPLETED ` ,QT CiVll• ,a� MARK A. 'DOTY D I EJECTOR OF PUBLIC WORKS CITY ENGINEER �rr...I 89 •• ��A N A F OF CALI�a R.C.E. 73744 / * . ELEVATION = 1007.337 / R.C E. 47109 _ Bu LD'N ? 1 OF 1 O SHEETS IV ' • BUILDING 10 Q B UIL DING Wer S6 r . y BU : SAM ILDIN 1BUI Lg r,f rr i i . 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F HP rA 4 0 LF 22 7 LF 98 TG`+. • S 1 .00 S=1 00� • • 98.06 FS--. ., ,h 1 98.01 : FS BC ......:..: : �-1 r- 02 97. 1 TG , ..--.. -... 7 96.40 INV 97. 19 9.1 LF 7 98.41 �y FS LP ./ S=1 . 10% 4 Fs ry° ^ 2 97.0 �v `------ FS GB ~ 96.30 INV 4.8 LF r- S-11 .0 \. r 5 r' 'J 0 96.8 TG 95.77 INV ° CONSTRUCTION NOTES � A 0 40 OR EQUIVALENT I VALENT / E SHEET , INSTALL 6 GRATE PER N.D.S. N Q S SE 3 CONNECT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 � l 4 INSTALL 4" PVC DRAIN PIPE \ / BUILDING 19 7 CONSTRUCT CONCRETE. SIDEWALK PER CITY OF TEMECULA STD. NO. 401 1 ALL CURB ADJACENT SIDEWALK TO BE CONSTRUCTED PER LD12-108C0 :INSTALL CONCRETE DRIVEWAY 10 5 0 10 20 30 ■ ■ ■ ° 40810 COUNTY CENTER DRIVE,SUITE 100 SCALE: 1"=10' CONSULTING TEMECULA,CALIFORNIA 92591-4679 A�- Compainy 951.676.8042 ■ FAX 951.676.7240 www.RBF.com CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE RdFE$s1 DESIGNED BY DRAWN BY CHECKED BY T-32-81 RESET 1987 A 2 1 2" DISK ©$ t�y9l M. DOTY M. DOTY M. DOTY ® CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. I N CONCRETE WALK NEAR THE/ �,,,�� QA� �O `�� RECOMMENDED BY: DAT E: ." 'z-" CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL �. ]. PLANS PREPARED UNDER THE SUPERVISION OF RANCHO CALIFORNIA ROAD IN THE W - rn ��� Tc P'REC'ISE GRADING PLAN ' AS NOTED � �•-- c, �: �. INSPECTOR SIDEWALK OF A BRIDGE OVER THE x,,No. 73744 -." TRACT 23992 m LOT 1 8 MURRIETA CREEK ON THE NORTHWEST * * ACCEPTED BY: DATE: CORNER OF BRIDGE. VERTICAL DATE: 5 / DATE COMPLETED s�q cI Vl�- ���` ARK A. DOTY G ..G B LER r .:,. ,..... PHASEB C D I�OF L,�Q� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Arm.yes o ELEVATION = 1007.337' N/A CA R.C.E. 73744 R.C.E. 47109 " BUILDINGS' 1 ? OF 1 Q SHEETS 11 ! 11 Jr'" � r:; ! J'' 'l}Fr 1r f! \ \ '� I' , .,**,`% \"*-, �' I ri /'11 ...$gd. "',- 11",, .". , .1, \ \ I �� .<r:': :ff:: , { rr !0 "./ ;'.1.-:"1x", I" 1� .' ", \ If fi/ . F it ! `� O ,, I I % , \ I -,: )K '_,"..' � , r' .\% "I ..:::.. 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Ip�° ® INSTALL 4 PVC DRAIN PIPE - \ _ ' % 1`'..�, $•44 FS 10g$• 1 `� 1098.37 FL HIP . �: • 9 _ _ FF Q ,�'� �, pE_109? 6 9?, 46.2 5 INSTALL 6" PVC DRAIN PIPE ::...:: ., '�9$ 0"....`f C '�• FL•NP 9 12` -1 00 pE-1097 .7 g•37 FF Ak1 %. 2 95.Q6 ..INV .'`�. S .::. E " X09 FL � _.,.-.- --1097 2 44 FS 4� 91 . \ 5 6 INSTALL 8 PVC DRAIN PIPE FS Q I I iG P �$ . 5 Q LF` Sp455 4'.... =0:'S09 :>..::;..:. � g8 7? FF � HP 098.04 GFS RoP D CONSTRUCT CONCRETE SIDEWALK PER CITY OF TEMECULA STD I 0 . NO. 401 :'.. .... 98.Q....TG ~,,� 44 FS FL 1 9> DROP C� 95 04 ..INV.... `•' ,,� 4 t°J ALL CURB ADJACENT SIDEWALK TD BE CONSTRUCTED PER LD12-108C0 1%. 8 rG 9T° .. '",,�, .�,,� QVS= LF ,, .0� 37 FF. 65 CNV 2 98. 97°0 TG 9 INSTALL CONCRETE DRIVEWAY . 96 ....... :.::.:.:. _ _ ,,- 98 p4 FS 0 INV (] 2 6 S-12 41X 14 88� 4 �., 9 \ ' ".. 11 . -. S- °" 97.82 11 2 9 .8 iNV ..... ".. 4 '� ;.:. S "'�,.. 97•g.. 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SCALE: 1 -10 t 2 A= Company 951.676.8042 ■ FAX 951.67s.7240 ■ www.RBF.com 9.4.:.60 INV" - .... _,, ... ... .. ..... .... ... .... ..... t�►i =oi i DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE DROP ESS/p v T-32-81 RESET 1987, A 2 1 2" DISK �o '�` M. DOTY M. DOTY DOTY . -CITY OF T E M E ULA DEPARTMENT OF PUBLIC WORKS SHEET NO. I I � IIN CONCRETE WALK NEAR THE HORIZONTAL �`'� ' A° Oa .0 RECOMMENDED BY: -DATE: 0 CONTRACTOR I �- .k PLANS PREPARED UNDER THE SUPERVISION OF INTERSECTION OF FRONT STREET AND .c. p r �, PRECISE GRADING PLAN . RANCH© CALIFORNIA ROAD IN THE _" SIDEWALK OF A BRIDGE OVER THE AS NOTED �� 9 1 INSPECTOR : 1. No. 73744 ' MURK I ETA CREEK ON THE NORTHWEST J'J"'' , �J r;• TRACT 2399 ' ` OT 1 * 'ik G�' ACCEPTED BY. DATE. A t JJ\Al'i J:�..'.. CORNER OF BRIDGE. VERTICAL DATE: NA B DATE COMPLETED ��,�T ClVtl. ��a\� MARK A DOTY GR BUT ER "' ::: " P N A �OF CAti�� Y� DIRECT OF PUBLIC WORKS/CITY ENG WEER r� •••i�e�.:o / R.C.E. 73744 ELEVATION = 1007.337' R.C.E. 47109 BUILDING'S 6 & 18' OF1QSHEETS S= .52% 4 96.8 TG e` ...n......:.;:n 95.77!I NV .o LF 5 - . T S-1 00% 4 o LF n..:,:.....n... -- S=1.00% 5 96.8 2 f 97.0 -- 95.51 INV 29.0 LF n..4. 5 j =1 .0 1 FL HP - 19.0 C.F 2 96.8 TG "•n....- `' `'`'- --=---_: : 95.55 ,INV 97.0 ''• `". „ ..,,.. , FL HP .............. Ob 2 96.8 TG 95.22 INV 97.0 TG 2 - . s4 97.5 FS �® / 4 1 FS QQ 97. 1 TG 3" DROP 97 97 96.20 I 1497.72 G 97 64 FF r NV 3 Fs fis I 32.4 LF Q -1.0 19 S=1 .23% 4 / Q ....., p 4" ` 97• - o t? 109� �• 2 _ 97 109 R4P •-'°- �. � 97. 1 '64 GFS r^`��`109;7.3 � � / 'Z r. 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TG TG 3 9 96 $ TG : „� INV 97.97 Fp 96 p INV 2 3 96"10 INV �' 0 l� �v 97.64 FS 95.9 D 8 EI 1097,55t aAC �•.�{; :. :-' ,r .f.f r, <; 49755 GF •• 9LF 4 S 5 a 9S .007 7.17 GFS DROPC- 109 9S•• 6 DROP1IN f f N 0GFS 25 7 � >>, 0 97 1 ❑ C_7 10 -• 'o, fej f 5" DROP F r 1 ..f. 1 f • '�'•0 1097 �f <' - 6i 4 1.0 LF' g .30 GFS f. < . 4 Jr-- » ' f0 8 aROp I ;; TC { 97. 1 7 .67 7FF=1p9 .6 LF oo2�1497 S .97 -1096.5 ,-' 097, .2 C.F t ' GP 2. , 97••6 7,= ��1 3 S-1�n4� � 96.9. GPE�' 97°6 4 FS 2 G 2.5�. .F- --- 95..83\ 97, 4 pS 49S'8 97. 1 I FL NP 97�� - 4 1 FS � FS 97.55 GFS 109'♦25 GFS 97. 19 FS r.- ;. n DROA 97 97 F` 7.67 FF 5 CROP 96.69 FS ❑ 97 F 9 * 92.82 r 64 F 97.34 FS 10 5 0 10 20 30 ```' 9 S 96.54 FS 7 J NV 7,0 95. 4_ Ole 5.60 TG 2 2• 96.04 FS I NV GB ,,, f .�.----: t r2.14 INV ~�.. I NV 2100, ' t SCALE: 1"=10" a `„,` / 14. 1 LF 4 956 17.14 S TG .27. 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L01 01 IGR ...:.... .. .. ............................................... . . ... CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE oF E ss, CITYOF TEMECULA T-32-81 RESET 1987, A 2 1/2" DISKQQ 4�"9! M. DOTY M. DOTY M M. DOTY DEPARTMENT OF PUBLIC WORKS SHEET NO. IN CONCRETE WALK NEAR THE '�� ``' A CONTRACTOR HORIZONTAL �� �,,� PLANS PREPARED UNDER THE SUPERV I S I ON OF, RECOMMENDED BY: - DATE: INTERSECTION OF FRONT 'STREET AND ------------- ,c RANCHO CALIFORNIA ROAD IN THE AS NOTED °F G PRECISE GRADING PLAN SIDEWALK OF A BRIDGE -OVER THE o� INSPECTOR 10 MURR I ETA CREEK ON THE NORTHWEST No. 73744 _ ;.,:J.,• : `,�;: TRACT ■ LOT 1 '��' f ACCEPTED BY: DATE. / o ; CORNER OF BRIDGE. VERTICAL fYMa DATE: �\;. \ .» EG B LER r PHA; B DATE COMPLETED - �„��, CIVIL ��®�` � MARK A. DOTY � °• F 4F �0 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER •' ' ,�,:., 1988.�:• ' ELEVATION = 1007.337' N/A CAl.1 73744 R.C.E. 47109 1 `' ` �U I LD1 Nt�S � ■ � 8i[ �� OF 10 SHEETS