Loading...
HomeMy WebLinkAboutLot 116-128, 132, 137 Precise Grading GRADING NOTES IN THE Cl TY 4F TEMECULA, CA. GENERAL NOTES: 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING PRECISE GRADING FOR: 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. STA TE WA TER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 3. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PER PLAN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1% DRAINAGE SWALESCTNO23209TROVA 4. SETBACK IS MEASURED TO THE NEAREST VERTICAL PROJECTION. SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT • 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. PHA SE9L0TTHRU128, 132a n d 137 J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. TRA 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TIC CONVEY 100-YEAR STORM I r TO RIVERSIDE 7 SEE ENGINEER'S PLANS FOR LOCA71ONS OF UTILiTIES. TO FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN \ `` I NO DRIVEWAY SHALL EXCEED 14% GRADE WITH A VERTICAL VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT RUNOFF AWAY FROM •- � __ LL TO CORONA 8 THE TDP OF SLOPES H. CURVE A T THE GARAGE. oa � � o 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, S01L p►y I 9 EACH LOT TO BE SERVED WiTH A 4 SEWER LATERAL AND ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN I� " UNLESS OTHERWISE NOTED. Q ® A l WATER SERVICE, U LE S PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS O ?�efO Hot S Rood OVER 1' DEEP. © 10 FENCES AND WALLS ARE NOT PART OF THIS PERMIT. ' � ® ©6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THCTY OF TEMECULAS PUBLIC WORKS Q� \ I 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOWN HEREON DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. ® �� DETAILS. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES 1 12 FIN/SHEDGRADE IMLL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO A 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I ` � �� ter,,. SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 10 FT. AWAY FROM 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY Road P A� �a �� BUILDING FOR THE REAR YARDS. . ` '� SOILS INVESTIGATION BY NORCAL ENGINEERING DATED JUNE 6, 1997. TWO SETS OF THE FINAL o- COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL f (ID 0 aiif�ia n © o o � LEGEND INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN 1;00 DONE IN CONFORMANCE W 7H THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. j © \ Ran • �e y C � � _ o J PROVEMENT STD. DWG, bl% 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN 4 .� r- r ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THE INSPECTION MUST BE � �, ® r $ APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ter' ® Ch. a YARD DRAIN. . . . . . . . . . . . . . . . . PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 -� \v ® STATE ROU 7E 79 SrIBDIVI'S70W BouwARY. . . . . . . . . . . . . . . . . . . . . . . . . . . 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT ® EASEMENT LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. C7 \ -.�.�� � ` f7NrsHED fzO+aR EZEVA noN . . . . . . . . . . . . . . . . . . . . . . F.F.= 259.1 11. POST-GRADING ACTiW77ES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE � (� ® �- 70 SAN DIEGO GARA6E FACE ELEVAnON G.F.= 258.4 APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WiTH Ci TY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL �� � . MOW � ` _ HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS YNTH BACKFLOW PREVEN110N DEVICES PER .- LOCATION MAP LOT NUMBER (22D THE U.P.C. + PAD EZEVA nOWr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PAD = 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UN77L THE GROUND HAS BEEN ® NO SCALE f7NIV GRADE . . . . . . . . . . . . . . . . . . . . . . . G CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. !F STEEP SLOPING r ' 1 ® N/ RFA FS TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN MUST BE CLEARED, KEYED ' ® ' AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL = 1 ( fZOW L/NE �' ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. H � .P. SWALE MIN 20' PROPOSED EZEVA nOW/S. 0. 258.6 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UN77L PERMANENT DRAINAGE STRUCTURES ARE ' PAD ELEV. INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND I ` Q. PROPOSED SLApES. . . . . . . . . .2.•1 UNLESS 07HERiWSF NOTED. DOWNSTREAM PROPERTIES FROM SILT DEPOSI TION AND PONDING WATER DURING GRADING ' SWALE1 X MIN. '� P� OPERATIONS. N I MA *_ PA 710 COVER _ 10 MIN. ON PROPOSED a W MURS . . . . . . . . . . . . . . . . . . . . . . . . . . . 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ' ` A A }- �' - 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OFAT LEAST ONE AND FIVE TENTHS 15 ADJACENT " , , ( ' ) ® TO STREET 5' RAGE SIDE EXIST. COwvuRS. . . . . . . . . . . . . . . . . . . . . . SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, I J HCXISE `� SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL , C� INTERIOR 5' MIN. a 6" TYPE 'G' CURB & GUTTER. . . . . . . . . . . .HEIGHT. / ® r Z, ® r.� EXIST. P.C.C. SIDEWALK. m 16. A REGISTERED CiVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF . : .,.._ BUILDING PAD ELEVATIONS WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH I -� r FRONT EXIST. PEDESTRIAN RAMP. . . . . . . . . . . . . . . . . . . . . . . . . RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA 7101V WITH RESPECT TO ADJACENT I SETBACK UNE GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL I ® VARIABLE BE GI VEN. I , ® (10' MIN.) EXIST. STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . I r C ® ', 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS / � I � OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES I A " . EXIST. STORM DRAIN INLET. . . . . . . . . . . . . . . . . . . . . . . . 1... THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTT V1 TiES, !F APPLICABLE. r I 11 " DRAINAGE SWALE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO I 1 SERVICWA ER STREET 2 I � EXIST. .SE`NE`R MANHOrE. OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITiED. • ■ ..� ■■.. A I SLOPE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO (;ALLE r 1 EXIST. SLOWER CLEANOiUT. . . . . . . . . . . . . . . . . . . . . . . . . . . O COMMENCEMENT OF ANY CONSTRUCTION GRADING. � ` �- �.III r r ��` I 1 4" SEWER LA TERAL / I � � ,..� � 17 EX/ST. .SFWE7P MA/H. ._.................----.__..........._.-.. 20 THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. TYPICAL LOT DRAINAGE P�'POIPOSED SE`f1�E'R SE7F'NCE LATERAL. ,_�-......__........_.._.......___._. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT EXIST. WA I& MAIN. . . . . . . . . . . . . . . . AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS KEY MAP. & SETBACK DIMENSIONS _ _ .___ . _.DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALLPROPOSED WATER SZTPVILir'LAIFRAL. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE.' 1' 100' FOR TYPICAL GRADING, DRIVEWAYS, AND EXIST. f7RE'HYDRANT. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY SWALES, SEE DETAILS ONSHT. 2 . . . . . . . . . . . . CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR GA 7E VAL WS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE BUT7ERfZ Y VAL WS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. THRUST BLOCK . ftni Flan 2 Plan 3 Plan 4 Plan 5 AIR VACUUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CONTRACTORS NOTE . . . . . . . . . . . . . . . . . INDICA TES LOT5 REQUIRING. BF SEWER BACK FLOW PREVE'NTER UNAUTHORIZED CHANGES & USES: The engineer preparing California Council 45 40 45' 45' 45' RETAINING WALL - PER SEPERA7F PERMITT . . . . • • • • • . . . . . . . . - these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be of CM FWSWD FLOOR Fl ISFIED FLOOR WSHED FLOOR FW-9" FLOW OR writing and must be approved by the preparer of these plans. & Land Surveywe TION IEELEVA77ON ELEVATION ELEVATION EXTRA DEP7H FOonNG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (AS ON RANS AS ow ON PLANS) As sr4oM�v ON PLANs) (As s�rol�v ON PLAnrs o Construction contractor agrees that in accordance with generally accepted construction F1�VANN practices, construction contractor will be required to assume sole and complete responsibility for AS WOW ON PLAW) �' � � � � 10 job site conditions during the course of construction of the project, including safety of all persons o California Council �, �, N j 4 and property, that this requirement shall be made to apply continuously and not be limited to of ON R'i ;� STREET LIGHT• • • • • • • • • • • • • • • • • • • • • • • • • • • normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land Sur'Veyore 1 p city of Temecula harmless from any and all liability, real or alleged, in connection with the 9.5' FF-(0- 2x14. ) ELEVATED SIDE o performance of work on this project, excepting liability arising from the sole negligence of city of 4� GFF= (�_ 0.3. FF 062 ,E ' Temecula professional. PROP FF-( 02 x .5)-033 FF-(0. 2 x 2 )-D.33 ( ) FF- 0 2x22.5 FROM FF = -0.92 0.79 -_ ., 0.78 FT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEVATED REAR 0 1 CARA f10r FF-(0.02 x 5) FF-(O - (0.02 20.5)-�0. wFF--0.52 FT 3 0. 043 PERMIT: LD04- 019GR t _ PRIVATE ENGINEER S NOTICE TO THE CONTRACM& BENCHMARK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC. DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO CURB LINE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE . nVICAL FOR ALL (FF ELEVAnONS+ IF DROP IS O?WR THAN SiD 4 IrVd4ESr PLAN WL PROVIDE NEW ELEVAnON AND DROP AND/bR NVWR OF DROP'S FROM FF. PRO=DEffav� Cr 1-840-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE CL CONTRACTOR I S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N.W. CORNER OF THE INTERSECTIN 1' E OF A 7' CHAINLINK FENCE, 21' x 15' FOOTPRINT DIMENSIONS �'° °`'�''° ' la, CA 9 v AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1)94' N. OF THE 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTIO CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' N.TS. 909-695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. W. OF MONUMENT. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAADJ. DATED 9-13-82 ELEV. 1128.410 CONSTRUCTION RECORD DAT BY REVISIONS ACC'D DATE BENCH MARK S '� o��ss/ Designed By Drown By Checked By oOFDwg. No. SCALE QR A Recommended By. Date: CITY n OF PUBLIC WORKS 40 �. K, FAA PCH RM ES SPT Contractor Horizontal ������ `co PRECISE GRADING PLANS PG - 01 1-11 AS SHOWN W ' Na 46692 rn o Inspector ExQ, oa-�--� P r SEF ABOVE Accepted B . Date: TRACT NO, 23209 * * . L?• MR. RONALD J. PARKS, R.C.E. .YA. Z Vertical OIC„ `� DEPUTY DIRECTOR OF PUBLIC WORKS +'r_ Y AY.YAY.YA'y Ate Arripkhrl +� J S KILG , RCE 46692 TROVATO � ,,r Sheet 1 of NIA - - R.C.E. No. 19744 Ex fres: 09-30-05 �` � R A TION EXPIRES. 6 30 07 P `�.,� PF/ASt�9 LOT IVO 3 f1�6 TI'-�9i! r28, �2 and X37 .r IN, IN TH Cl TY OF TEMECULA, CA. > PROPERTY LINE %* -%-11 11-11,., GARAGE DING 100, FRONT SETBACK RANSIVEVARIES 7ION 10' PARKWAY 400, 000,> 141% 2' 2` 01 IQ 2X 100, LK QV 2% 14% MAX loe PHASE 9 OT NO'S 116, 117. 118, 119, 120 and 121 STREET LF� MA TCH DRIVEWAY ISOLATION JOINT loe GRADE (EXPANSION) 1000, 1000, Ile TYPICAL DRIVEWAY 101, A N.T.S. Poo.00\000, rup %rL N, "IN S LE SWALE lop* 00,0.0ow 1j12-7 >1 fZ -5 J, .0 00" 4 MIN, L I' L VARIES 5 MIN. 0� . ........... kt r f6"MIN 69.Ad 4 IJ12. 4 18 MIN. PFZL 11312.3 C) 000, 3 BR oe Lill. N%" AX-) 0 FF-6 131.1 37 1 M PADwIJ12-7 io A J\ A41N. q� 5 10\ !AA .1 4N 1.8 / 75• \ jil "(W FZ TYPICAL SWALE-SLOPE -4b 1 0 0/ = 1311.,q WZ 'T NO PLANT SLOPE FOR SLOPE 3' OR LESS, PLANT& ,A U YZ 5,9 or NMGATE SLOPE 5' OR GREATER PRIOR TO 00, ANSPECTION 5 5 • Ar- lt� %-# 1. 9 + 08 \ VO 10, VARIES 9 J# dr N.. 40 A 5.20:t13 .000 15 V, IN,',P� ,>`\ EXIST. 10% 1306.9 49 9' 0-01 7. STEp nN. FLR. ELEVA 71ON GRADED PAD .79 1 /\ " MIN. 1.0 X 0 X 49 SL 7777777 AP .76' T! < ft./up13 ri PIW 100000., N. 0, COMPACTEDFILL op tv 0:p e0l 4 N41 GRADE TO MRA. H.P. SWALE N, GB PAD ELEV. .000, 3.9x EX. BROW W FLOW-INE OF 1Z SWALE '_ :: 'N 6 ALONG SIDE YARDS 130 GBop DI TICH /1000, y (Gf '00011� lot ..... • ��� , ^. TYPICAL PAD FINISHED GRADING 4 SOS 3n A N.TS, 4 !41� IL N IN. 01 4 tow Ira 0 or c 49 15- 10.h 7V 69 1V 0 4 f49 L G Ile Opp goo ILU V i _ __ _ X kfo 9+OD N 1322 ICA L0 41r-. I N FL + MIN. "'INN te /N 0000P Naor, 00 CiALLE 0010 1022.1 1.100 I )W FL 6ff .4, V.100, 1322.0 1323.2 C� -,,.., � , � , � l � ,, owl P FL it FL .00 a-00 4B ER FFwI32187 13207 32Z- 7. IN, 2-68 �`'G y-' \�. •.. 13212 NN 100* 13 pV� FL 9 PAVOK L=48.77 -01 NN . 4 POW (40 .0e 1322.8 4 ES 019.55 FG --- (J" I319.00 14.1% -91-- 4 " 1322.4 L 16•,99 FG ACCESS 102 18 EASEMENT 0 10 20 40 60 4 kfn? 1k 100 ....... 4 4 �A* C 4 GRA PHICA L SCA L E SCALE- 1`20P "J / 4+18.04 C\ 00 X -N� 4 ...... 5+00 1320-97 + Lrl 0� SEE SHEET 3 PERMIT: LD04-- 019GR C"N MZ4 M-ENGMMI.A0 TICE .-M.-THE CQVMACT0R:-., (r U, IG ALERT 0C THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CNN STRUCTURES SHOW ON THESE PLANS WAS OBTAINED BY A SEARCH OF DIAL TOLL FREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOW-EDGE, THERE ARE NO FR il�T CONSULTAN'T'S EXISTING UTILITIES EXCEPT THOSE SHOW ON THESE PLANS. THE 1-800-422-4133 pwmm # ENyffj3RN9RM f 24394MEM # SunWIGM CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 4J460 Ridge Park Drive, Suite 170, Temecula, CA 92590 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES 909-695-5596 FAX 909-695-5597 C BEFORE YOU DIG NOT SHOW ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTEC71 U11 Or AND ANY DAMAGE TO THESE LINES OR STRUCTURES. I C UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA U11 Z FAL- Dwg. No. n CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK Designed By Drawn By Checked By 1111111 4 &." 11��:'ESS/ 0' 6,1P4o* CITY OF TEMECULA SCALE V-� DEPARTMENT OF PUBUC WORKS PCH RM ES SPT Recommended By. e4e 4- AvDate- FAA a �o s V,. — 02 Contractor P G n, Horizontal PRECISE GRADING PLANS ft 40622 Dot Inspector AS SHOWN 'd Exp. C006-30- r\ Accepted By. e.- I-SIC 4L SEE SHEET I MR. RONALD J. PARKS, R.C.E. TRA C T NO. 23209 Or 6r Vertical DEPUTY DIRECTOR OF PUBLIC WORKS 'A CIVI ........... MVA TO A* IT/ dAMtS M. KILGORE, RCE 46692 NIA REGISTRA77ON EXPIRES: 6-30-07 R.C.E. No. 19744 Expires: 09-30-05 0 PWSE 9 LOT NOT W, 117, W, W, 120 and 21 Sheet 2 of 4 ?A TRACT 3209 OVA TO 14%�MAX A T C IA W VRI Vf WA Y WA 0000 RE M A IN THE Cl TY OF TEMECULA, CA. GRADING FOR: PHASE 9 LOT NO'S 122, 123, 124, 125. 126 and 127 �0 X SEE SHEET 41 131 1.2 PAD=ixa,5 PWI 135 PAD=130a6 2 WOW wo� PAD 134 2 \\ I--,' P PAD. j wpw op� �vw-w 1 I 136 O'S 3 l000 pg)wl l000 woo" 5,5-62 4b .35.00' o-ppo wool cc .24 -oo�19 wow 60 C ....... ame'' 6, > 1 FL11HP �:j IZZ 1320.a 3 06 woo ct# ER Aw I ililill I I I 0.41 1320.4 I C) 0. FL j 322- 137 124 -4� 5 51 303.4 Ci 1 )1Z S 1 s", oopo 0 30 Aparl ti P '71 .9 A 3 4A 3.07 V-4 I FF=1321.47 1 22,4 1.6 1 !11 (%1 540 6?)6 8 20.8 o-L PAD=13 10,Z �\ 35' E \ P� r 1 1319.9 7 cl 1319.9 GO FLIG8 19.5 RIGB GFF=1320.68 !Sir/ 51 ,323.0 3 0 ,&-, * I # 4 0.3 (2)6, 11.0 .6 --ft 0 - 10 .17 11,111 40 i324.07 5 4, 14.2 0 )I. - o-11 14 1:� Pdb 1,318.27 # \ A F 8.2 7.,6 dP& 13 I QJ16 )7 0;0 1318. 12 ed 5.9 *0 01 FG19.87 9.01 L=61-07 FG .01 6. *CD x_63 10 1 w- . V 0� 4 \ p �1. 0.60 �o c �r o �' �� 1 v X314• G `� ry 14f 1. < V -& CP 04 -.6, ja *_1 7 4-00, tp t)6*on V-3 Alb Cb ooF A- > 2 �4 FR 2 -j cr 6 _ L T 30.4t d1k 1%,-- or Ppl� V, (7 ,)b < V V V do 1b 7 ........r- L .. 0 CO op ooe 11 T% V 000 Y 0o" X\, 8+00 0oo, 0- Ile VN, k'x 1,X-2. oel l000, X A \VIle ad 7 44t X V, % \ A 0* CZ3 'N. 0 10 20 40 60 VX -P� 000l GRA PHICA L SCA L E 11. V .7- V 101, SCA L --20 �2. E.• 1 "A O SEE SHEET 2 PERMIT: LD04-- 019GR M VA 7F ENOWSM:S NQ lla TO INE-CON MA C W& DIG ALERT cc THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF DIAL TOLL FREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE PRQmc7DE%av-800-422-4133Corr�vi,T�rrrs -C n- CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PLAP04M # RRVffd2QdfffM stww/ops AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTEC77 909-695-5596 FAX 909--695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA cr C1 CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK Designed By Drawn By Checked By Dwg. No. CALEpFEssi FAA M Recommended B . Date: 4 CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS E-SISP T A Contractor C2 e < 1-1� Horizontal (X11 PG - 0 3 �71 !? -T 46692 PRECISE GRADING PLANS C\ 0 NO. 1-� Inspector SEE SHEET I AS SHOWN t! Accepted By. Date: rY EV. 06-30-07 0 1 17 17�s� /1 m,- MR. RONALD J. PARKS, R.C.E. TRA C T NO, 23209 Vertical 4 01M. DEPUTY DIRECTOR OF PUBLIC WORKS JAMS M. KILWRE, RCE 46692 MOVA TO ................ NIA 1'4 TION EXPIRES: 6-30-07 R.C.E. No. 19744 Expires: 09-30-05 PMW,9 LOT NOT 224 M and 27 Sheet 3 of 4 PRECISE TRA C T NO,■ 23209 TRO VA TO 133 30 SO4 F 32 r130 ADO\' IN THE Cl TY OF TEMECULA. CA. PRECISE GRADING FOR: a PHASE 9 • LOT NO'S 128, 132 and 137 PAD=1.522.4 ,r 122 � j � � y I k PAD=1324.0 PADwl=6 PAD=1320.8 I z5 ,19. r 29.22 PADwI311.8 y d4� y 2:1 SLOPE SLOP, 22:� / v_ . 1 SLOPE 1 2:1 SLOPE —— 00 .00, pop wool Z! 1308.6 >1 2 1303.4 FLIHP G -H C"14 /VJ I I pp WI) 1309. ................ C 1> FL11HP "t C4 lIt 5 4 1 1308.2 % qIX 1303.1 1303.0 ER FL (132) FL • TD 1J09-2 25.9 FL nN 9 "'`\ loe ER 1309. Cal 1A (133) \PAD=13118 (137 N $._ 1 11 FL —701 r-I 0 FL 6 5 FF=1309.27 \ X28 3 2C ge I PAL)wl,=6 PADw1307.2 A', FF=13D4.07 "J (2)6* Q� 2B P. -4 ES frwixaV Pvw 130 5 L eA PADmum PADwI309-6 ES 50 50 L 53 (2)6 *02-6 TC II 1302.5 BF PLIG8 21-51 51" 1308.7 1308.7 FL FL/GB FL L k._.... ;_j =1302 1307.6 1307.6 1> e"'FLIGB OFF6 1JM 6g 01 FLIGB 13M.78 FG GFF=1307. 10 in 1301.02 1000 4' 1306.82 ., r. FG 1305 78 Y 1307.24 n ,� ,;¢'' S j �' '� 4r > 006.1 1, 4 N SL OPE 49.56' S. FG L=80.13' 2:1 4 . .....I............ N4, A TER .71 8* W TC ------------- O 1305.21 FL ...... 4y, f �9 _ _ t%ALLE 11+00 ......................... IN V �LL __rT_ 01001 15+00 ....... ENflA i A\N(j 21 14+00 ................. SEKR 4_ 10 11�11�EBU S1 8SEWER ------ 8 ................ .............. RZ ............. .......... ........ .. ........... .......... ET WA 7ER1 1 il� 13U log _j E ............ .......... i L 64 Zt­�: L2 CORrE c IA 0 10 20 40 60 0 10 20 40 60 0 10 20 40 60 GRA PHICA L SCA L E GRA PHICA L SCA L E 1"20 1`-20 GRAPHICAL SCALE 1"20 PERMIT: LD04 019GR IGALERT -PRIVATE ENGINaR"S NO ZZCLjQ.__7HE_C0N 774A C TOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO PR0JwTDE%&w COMMITAMM 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE PLANNM # RRVffJ3NMENnL# Is *SURMAIM CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 4J460 Ridge Park Drive, Suite 170, Temecula, CA 925-90 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOW, AND ANY OTHER LINES OR STRUCTURES 909-695-5596 FAX 909-695-5597 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTEC77 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DATE' BY REVISIONS ACCV DATE BENCH MARK SEAL- Designed By Drawn By Checked By Dwg. No. �,/.Y/,O# CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS SCALE FAA PCH ES SPT ... Recommended By Date: Con kwtor PG— 04 Horizontal PRECISE GRADING P"NS Z; ft 54!61692 6/1/0 4- SEE SHEET T I AS SHOWN Up. N— 0._—7 Accepted By. Date: — 1' 7?A CT NO, 23209 Inspector 07 MR. RONALD J. PARKS, R.C.E. V A Vertical ► CIVIV DEPUTY DIRECTOR OF PUBLIC WORKS MVA TO Askt _y JA S KI 1-URE, RCE 46692 NIA ir COL R A77ON EXPIRES: 6-30-07 R.C.E. No. 19744 Expires: 09-30-05 "SE 9 LOT NOW tM 13Z and 137'` Sheet 4 of 4 TRA C T NO 23209 TRO VA TO 40 Ft