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HomeMy WebLinkAboutTract Map 29798-3 Lot 1-4 Precise Grading PAVING NOTES GRAD ING-.NOT ES 1. MINIMUM PARKING LOT GRADE SHALL BE 1.00X 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER � 29798 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 3 w 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X DRAINAGE SWALES � M � ek S ' te SURFACES PRIOR TO PLACEMENT OF PAVING. SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP W OF CUT OR FILL SLOPES. 4• ASPHALTIC OURTEEN E1M4ULSION DAYS (FQ LONSEAL� PACEMENT 0 THE ASPHALL BE APPLIED NOT ALTTM� 3• MAXIMUM CUT AND FILL SLOPE 2:1. �Gis� radinSURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER ran SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL PROJECT SITE 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. SLOPES OVER 5' HIGH. TR. 29798-3 ots5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL E DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO ALL WORK WITHIN CITY RIGHT-OF-WAY. SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. �- of g o a i arnian � �v �9 7 G. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT � l _ PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN Tract No ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE -o REDHAWK PKWY �, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION a PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING OF CUT AND FILL SLOPES. n LO MA LINDAUTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING S OF CONSTRUCTION AT (909) 694--6411. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF ROAD 40 « CUT SLOPES. RAINBOW CANYON mm cowum „ ' 8. A COMPACTION REPORT BY A SOILS ENGINEER MALL CERTIFY 95 N • PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE ROAD REDHAWK PKWY x w M AND A PLACEMENT OF ASPHALT PAVING. FOOT. -10 w • 4 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE >�e SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER 9• ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE : � i w AND THE PROJECT INSPECTOR ALL GRADE INSPECTIONS WILL BE IN SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWO ' � ! CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF a PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND WOLF VALLEY ROADw ~ 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE CERTIFICATION THAT GRADING HAS BEEN �ATY MICMAP • M � � � DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS ILTJL • n • TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE REPORT. r METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY s s « DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 0 SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST No. 301 AND SHALL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 42' • BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 42 44 MIS • w s w OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF EACH LOT. PHONE (909) 694-6411 FOOTING TO BE DEEPENED s WAY PUBLIC WORKS. w � a � � 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 11• CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES Tp � �r EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS 0 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL LENGTH OOT NG (D .F.) MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES OF FINAL INSPECTION. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A 1 A 2A 51 3A 53 DEEPENED BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. 47.5' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN HIGH POINT CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 14 PAD ELEV. -O. ' MIN. GAR. GAR. GAR. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE • CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL 42' 44' 42' x I MATERIAL. I INDEX MAP 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT I it TV Id m• ? I SCALE: 1" = 200' DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO I 5' w 5' 5' 5' C I PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. I B B sm C 19 MINS MIN IN IN I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I I 1 B 28 � 3B I PAD PAD I N 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 47.5' 50.5 53 z FF Z Z FF z F.S. FINISH SURFACE 3 SHEET NO. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING 16' K 16' ( T.C. TOP OF CURB 200• PAD ELEVATION GRADING OPERATIONS. I I -- TRACT BOUNDARY j.t:=GAR. GAR. LL GAR. I IN. MIN. I F.L. FLOW LINE ELEVATION - 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) I ? _ z z I INV. INVERT C DAYLIGHT LINE SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR 42' I 1 a I F.F. FINISH FLOOR F CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 42' doS 44' 10z'��x �- ���x � G.F. GARAGE FLOOR RETAINING WALL 18. IN A A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD EXISTING CONTOURS R 1234.0 SURFACE DRAIN ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT F.L FLOW LINE ELEVATION PROPOSED CONTOURS TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 2 DETAIL NUMBER SGROUND HALL BE GIVEN. IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND TYPICAL SIDE YARD DRAINAGE G.B. GRADE BREAK 3 SHEET DETAIL SHOWN DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE + STREET LIGHT ENHANCED REAR 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT 1 C 2C 51' 3C 53' CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ER ELEVATION 47.5' •-I FIRE HYDRANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN 5' MIN. P/LR ENHANCED SIDE VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED " 5' MIN. 5' MIN. 6" MIN. T.W. TOP OF WALL RIGHT ELEVATION TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON GAR. GAR. GAR. 3' MIN. 1 ' 6 MIN. 3' ENHANCED SIDE MIN. 1 ' 1 ' 3' MIN.- T.F. TOP OF FOOTING CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' MUDS ILL MIN. 6" MIN. MUDSILL MIN. MIN. MUDSILLES LEFT ELEVATION IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW \%A1.1 F_ T.S. TOP OF STEP PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. FG FG DROP � - - � ADA PATH EXTRA DEPTH ° o X' OF TRAVEL 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN BUILDING FOOTPRINTS FOOTING DROP GARAGE PER FOOT FOR A MINIMUM OF 3 FEET. SCALE 1" = 30' =FG-PAD ELEV FL : 1 MAX. 12" MIN. FL FL 12" MIN. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. a WHERE NECESSARY " 2 NOTICE.TOONTRACTORS 12 MIN. fi MIN. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO E 12" MIN. ABOVE PAD ELEV.- 2% MIN. ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 21% MAX MAX. MIN• 21% MAX MAX. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY o ROUND OFF TOP 21% MAX. SECTION C- C OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 41 1 SEC TION B- B AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF P/L5 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE CONSTRUCTION NOTES & QUANTITYESTIMATEAND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 0 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE FOR REVIEW AND APPROVAL. OF THE OWNER OR ENGINEER. co PAD ELEV N0, ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT C" 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR Cm PER PLANQN 1 INSTALL 4" PVC SDR-35 DRAIN PIPE 475 LF PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING C4 THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE SECTION AQ2 INSTALL 4" AREA DRAIN 9 EA CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE coCD FOR REAR YARD SLOPES GREATER UNDERGROLNDSTRUCTURE5. c CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 6 EA NOTIFICATIO_ N71_� PAD ELEV THAN 5 I N VERTICAL HEIGHT " 0 DETAIL ON SHEET 2 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS a PER PLAN fi MIN. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 � MUDSILL �4 INSTALL 3" ASPHALT PAVING OVER COMPACTED NATIVE A.C. 65 TONS 3,645 SF APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 0 n IN GARAGE AREAS PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND D LD04- 29OGR Underground Service Alert GARAGE FLOOR SILL IS 6" MIN O5 INSTALL 2"x4" REDWOOD HEADER 220 LF TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 e� :- -TABOVE GARAGE " " " OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT LD04-121 GR • FLOOR SLAB PAINT SOLID WHITE NO PARKING 12 MIN LETTERING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT Call: TOLL FREE © VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 1129B.3) 1 EA REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE UNDERGROUND SERVICE ALERT: 1(800) 227-2600 BUILDING AND SAFETY U_ 1--800 CONSTRUCT CONCRETE SIDEWALK 27� MAX CROSS SLOPE 536 SF DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OASIS OF BEARINGS a GARAGE DETAIL Q C C C ) ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 227-2600CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TME BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD APPROVED: Q @) TINSALL WHEEL STOPS (TYP.) 7 EA CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47 45 28 W NAW DATE �►� M "KM DAYS W YW N PLANNING DESIGN CON6TRUCTIUN RECOMMENDED BY: ���� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�OFESSIp ' ' ,,. DATE: DrawingNo. 12/15/04 RBF REVISE MODEL PARKING - RAISED / O o CITY OF TDEPARTMENT OF PUBLIC WORKS �g 1 S RIVERSIDE COUNTY 600-62-69 1970 ��`� ��E�- Tj� �y m m a2 YNR ROAD.eur�.00 CONTRACTOR ELEVATIONS +1.0' HORIZONTAL C� ` s� �ax.A,C�FRA 9256f-46N 4 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER / 7 v� Q ft" _ CONSULTING s �..TI N o F x°. '2,0 • "1"'" _�«" ACCEPTED BY: _____PATE*- PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN � No. � PREPA D Y DEPUTY DIRECTOR OF PUBLIC WORKS .40 INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE Do• 3/31/Od MODEL HOMES E PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 RONALD J. PARKS ��! S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL sr'l pI�1` o� MICHAEL A. DATII: ,•;.igg••.• .' TRACT 29798-3 LOTS 1 -4 s o DATE COMPLETED R.C.E. No. 430 0 EXP. DATE 3-31-0a R.C.E. No. 19744_ EXPIRE 30 0 SH T. 1 OF 2 v �� R/W FL OF PIPE 1/2 SIDEWALK INSTALL as REMOVA8LE ABOVE GUTTER PLUG FLOWLINE I WERT ELEV. A 4 PVC PER PLAN -2% CLM k QuTTm INY ELEV MR PLAN 4ox4ex4a TEE 3*x4" FEDWER '30 MIN PVC (SOUXLE 40) ELEVA MAHOGANY PARKWAY 1 1/20 MIN. !o clll� L, L7 - 4zkt A.,-- 10 1.91 90 NETAINING WALL PER SEPARATE loado TV c"I jmcTm 1030.801 7W 4yj FMIT. 1038.10 Y� 40 TF\ 1039.30 FG \ cb 1039.30 FG 4 . clq 1038. ------------ A 1 Sifft SAE PRIVATE, v .7 ljr -DRAKnjRQM AL ............. If --- 1038.77][ NW.-- v Fo FG EIE I SLWE 6-52T M 2 ]H; 1037. 1 111111 i� ft cv El % 1039. 1 L C? I oft 1039.2 FS FS lon.10 1039. FG 4 INV IM.03TO n,2 5 G.W 037.16 NV\-=/ 2 INV 19 -ism 3 2 A? 2 IR 037.38 IN PA� )WM2 o37.38 IN AftfWk 20 1039-20 2 Its 7 FS FG Lu On. 4 o.st Ion. FS 1039.40 FS s 1 7 -3 F FL 039-20 GF-1039-2 =1 10.39. FS I lu m uj bt Jbt FL 7. 5 C3 F- N INV 2M s 2 STEPS 14 %m an & (D v X-V 3 1 5 27 19.4r 11161' FS FS --voll I I TS r - 11 - FS 3 3 3 7. .092 4? -A-e I VIAO' 7.05 47.72, 037 1036.65 1036.92 - .23 51 a 40 c� T.C. T.C. T.C. v- T.C 1037 IL IL ob 77 JL T.c. r*l RIM rn cow 10,38.0 T.c. C3 LOCUS (1%9FOURT Be T.0 T.C. Till T.C, pool jj���,Jl AL 10-33,8.0.3 "r.c. F- (T�p. E FL r- cq ual -i -6� co cft 00 SHEET N QQblSMnON---N 20 0 20 40 60 m Is A a CD 1 . SEE ARCHITECTURAL PLANS FOR STRIPING AND SIGNAGE. (D INSTALL 4" PVC SDR-35 DRAIN PIPE I 2. SEE ARCHITECTURAL PLANS FOR DECORATIVE PAVING. GRAPHIC SCALE 2 INSTALL 4" AREA DRAIN 3. SEE ARCHITECTURAL PLANS FOR ADA ACCESS ROUTES. 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 &LD04-290GR 4. SEE ARCHITECTURAL WOOD FENCING. INSTALL 3m ASPHALT PAVING OVER COMPACTED NATIVE 5. SEE ARCHITECTURAL PLANS RETAINING k SCREEN WALLS. @) INSTALL 2'*x4'* RED*= HEADER LD04- 121 GR 0 WALLS PER SEPARATE PERMIT. f Ul'6"' PAINT SOLID WHITE "NO PARKINGN 120 MIN LETTERING 6 BULDM AM SAFEW VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) CONSTRUCT CONCRETE SIDEWALK (2% MAX CIROSS SLOPE) INSTALL WHEEL STOPS (TYP. ) kc-V NAMEgro" VATE PLANNIP40 6 09SION M CONETRUCTION Drawing No. UNDERGR"D SERVICE ALERT DATE By REVISIONS DATE ACC#D BENCHMARK f ESSI X*AMENDED BY: .49L�f DATE SCALE : �-/� CITY OF TEMECULA DmAmEm OF Pumx wows 12/15/04 ISE MODEL PAWING - RAISED SEE SHEET NO. I A. ELEVATIONS +1.0' "ORIZONT VWEML&CALPOPM 920*-4M cl, - mr & - Cov CONEULTING soloyeam FAX OMM72W mwJW.mn - cmL &-" 190� . ACCEPI Ff. DATE: co r9m LAJ ift.43M r" DEPUTY DIRECTOR OF PUBLIC WORKS AS SHOWN PR A PRECISE GRADING PLAN EV. V31/011 RONALD J. PARKS El /1,4 VERTr.#L --- MODEL HOMES SHT. 2 OF 2 c LC.LN& 43M IV, 3/31/08 R.C.E. No. 19744 DORES 9/30/05 MCT No. 29798-3, LOTS 1 -4 DAYS BUM