Loading...
HomeMy WebLinkAboutLot 34-37,41-43 Precise Grading GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, Ro►D APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECIISE GRADING PLAN c,� IFgR�A 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SL S R � °Ao PROJECT OPE HALL BE 1 z. DRAINAGE SWALES SHALL BE < SITE MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ,� R of 3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE I 11I .- L ASTORIA` AHv AURA ,� w R`(A 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. VIA RAMI 1►�a � A� gL� W►cC �v PL 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONBUILD OUT NOO, 23143 10�,�� o �r,�o Q 6 REPORT FOR ALL FILLS OVER 1 DEEP. l) Sp,N ROAD �0 W s' 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN u Q CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ""'*"'"''"'" ' ""` P10 PICC 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TROP OF CUT SLOPES. LOTS 41 43 AND 34 37 e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. H, 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS I INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07--01--02 AND ALL �' �'` --� -� "' r To SAN DIEGO ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �.�� � �- � VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND "'� �- �.► "'"` �� � BOUNDARY NOT TO SCALE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �'�� -�,, �• .� THE PRELIMINARY SOILS REPORT. WAft 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694--6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. loe �.. qqmumm _ C 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR i P.L. GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN K? ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I 1 z MI1 . a i 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ' b 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 34 " , AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ' 2' REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. •` C M N. MIN. B B 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER �__Ml(ftN. AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I P-3m - 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ;5 -- ._ DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 3 • BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. • J a 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL 8E �, _„� �,,� ,� _ ,,,,� o SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPESz OVER 30' IN VERTICAL HEIGHT, A�Or� sI K&&r r*c1q 18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN I PHASE BOUNDARY SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. . ■ ��. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'' ON CENTERS B 42 TYP I CAL LOT OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND - --- --� DRAINAGE DETAIL COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL .I N.T.S. BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES BACKWATER h ��- 43 OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R VALVE CHART UNLESS OTHERWISE NOTED ON PUN ��-_' �r�c LOT LOT SEE PLAN FOR DRIVEWAY GRADE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/,C PER FOOT FOR A MINIMUM OF 3 FEET. 34 N 41 N � 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 35 N 42 N 37y1f . � � � 1 L 1 --- _ _ 1 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 36 N 43 N ; 41 """' """` ""` �' �� -•5 ANY CONSTRUCTION/GRADING. GRAPHIC SCALE: 1"=50' 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 37 N INDEX MAP ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5• P.L. 25. W.D.I.D. NO. 933S317203 MIN. r 26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES ? MIN. �' FOOTING EMBEDMENT �' 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY 40 FL 2r DEPTHS SHALL CONFORM, OR PROVIDE ANY CLEARANCES 60.0' � TO 97 UBC SEC. 18061 MIN. FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL REQUIREMENTS, I.E. 12" ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE 51,8' APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 49.0 m = MIN FOR 1 STORY AND s • ID FL 3r 1 I MIN. FOR 2 STORIES. EARTHWORK QUANTITIES: ------- .. f • • 2.1 MIN. L 1 A • -�.�.-LII S- CUT = 350 CUBIC YARDS (50 C.Y./LOT) FILL = 350 CUBIC YARDS (50 C.Y./LOT) �--- : - o irk "� ■ r 2z MIN. MIN. -� � c° LEGEND U; 20z MAX.- - ._ PAD ELEV. CL - CENTER LINE -- PHASE BOUNDARY - WATER SERVICE 2' BENCH REQUIRED IF SLOPE H'EIGH'T 15 5' OR GREATER 2z MIN. ru DF - DEEPENED FOOTING � _ _---� - SWALE FLOW LINE ,�; - AIR VAC/AIR "A-App 20% MAX. '-' DVIU - DRIVEWAY RELEASE ASSEMBLY SECTION A A cn FG -�- FINISHED GRADE ._. ..._� -�" SLOPE (2:1 MAX.) . .... �r .._........... - WATER MAIN FL - FLOW LINE •��..�... - TRUST BLOCK 8, P.L. 5, N.NomaT.S. ru LOT LINE FS •- FINISHED SURFACE - DEEPENED FOOTING ', ..__._..._'; •� - FIRE HYDRANT ASSEMBLY Z W F.L• GS - GRADE BREAKcu MIN. Z MIN. ? wz F - RA 90 - LOT NUMBER `,�j............... - GATE VALVE � 15 --20 TYP. G GARAGE FLOOR -......_....... .. PLAN 1 P s� J 10' MIN. HP - HIGH POINT _ _...� SEWER MANHOLE LAN 2 PLAN 3 P.L. PLAN 4C HOUSE PLAN TYPE __.... w ....., ___ _ SEWER MAIN 2,891 SF 3,668 SF 3,962 SF 9 MIN. - MINIMUM FF=1109.67 -- FINISH FLOOR ELEVATION 0 . - - .- BACKWATER VALVE .o r^ 9 OP OF U PAD MIN. MIN. 1109.0 - PAD ELEVATION «-- - STREET LIGHT HOUSE PLAN LEGEND r �- PAD ELEV. MIN. 10 FOOTING TO BE f y �, 10 BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING EXTRA DEPTH OF PAD ELEV. U^d r''cr^d 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTI N PLANS (TYP) �� �. ,- -.1Z "Af 2% Id11N, . •:�- Q 0 DIMENSIONED ON PAD ELEV. �� ,. - LD Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER:DEVELOPER: 4z MIN. 2z MIN. . PAD ELEV. a CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 20z MAX. a" MIN' 20z MAX. PAD CL Call: TOLL FREE MARGARITA A IN THE N.W. CORNER OF THE INTERSECTION 1' E. OFA BOOK 159, PAGES 38 THROUGH fit OF MAPS, RECORDS GREYSTONE HOMES .. �, E TION 1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 2.'W 40980 COUNTY CENTER DRIVEQT1QN_ --� 2z MIN, - OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110N.T.S. 20X MAX. ASTORIA BUILD OUT ° 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECU CALIFORNIA 92591 N.T.S. I" rrmrMc des BUCK rou me ADJ. DATE 9/13/82 ELEV. 1128.410 T 09 71 -1464 LD0S-29043 Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith C v m pe n i e e l PLAN SCALE AS NOTED CITY OF Ts cf X Y controctor p�` `�'� RECOMMENDED B : DATE: l� DEPARTMENT OF PUBLIC WORKS ESS/ Drawing No. "b San Diego Division PROFILE SCALE SEE ABOVE � o ca�rb r && 1W c e► CA VM moo) -1210 ACCEPTED gY. DATE: /_ z_5 o3 PRECISE GRADING PLANSCD Doh # * Plans Prepared Under Supervision Of RONALD J. PARKS o JI V ` ��' pate __ ZZLgrzz ►3 DRAWN BY: SRD °P"TM DIRECTOR OF P1°'L� WORKS BUILD OUT TRACT NO. 23143-10 � cr Co- 0 R.C.E. No. 63947 9-30-2006 DESIGN BY: SRD 197 9/3% LOTS 41 -43 AND 34-37 . 4 Expires CHECKED BY: pWK R.C.E Na. Expkw Sheet1 of 2 o% _ �. _.. ..u. .,.r. •, eftilb 64 q%ft ,,,,�. f ilk! -... .. _.. .. - ... .... _.... __ err .... •_._ ._... ,..,. __.. y " -' _ � •:.k is - ftub ctima / C � � 14 ' p I I i J J•n r��k ' '. N I .Q� FL N^ g z ` 4 W-FL ■ y9 k t 1 ! 1 ►` Il I � t 127!l.S4 ' •,. `' �35��4.d9 +00 � q. n 34+ Q RIM ; ,y .rrr f••■• ,.w. .rrr moo 0 Iww■rrr� +�r1NNir w�' �rr�uNr!rri Iw11�+ � � � � + n 32+00 0'. 1281.2 4115.LV --- I.Ox !S RI10-4 1: t EZmJ4 2L(r I { 161~0' a a2• 11.I X L 6 1.1 177.11' 100.00' 100.00, GB-FL --�81.68 _ y CL 25.8' N �' 81-'� 1'C � 1.0� r �- �"` N i �� �� t.oNc i 1 :�oAr © G8-FL FL I �- k 1. r.� GF-81.60 ©0.6' F I F MINo 1 DF Ile ' _ 0 81.E 6.4�V HP-TL a .016 42 I I © fi 36+n.w FS CL 16' 82.04 MIN AIh.MI IR 44 I __ Los .4 d3.0• FF-1282.10 ��g i GB-FL ( Ge-FL .. PAD!1281.1 ( ._ .. (� (' /) �^� -! ----+ -- - --` --- 277" �+ '' r J 1 1`JJ a 1 119.98 I --- --- --- - p 9' 4.70•��.. .-------�+-' -... .. - 1'J?.CXl' $ `' s 6 1.0x \�-73 1 so. ' 20-FL FL 4 I ± ` ' � 82. --- ---- -.. --- I r f j - II � 82. 4 ( ! i 6.dlt IGoo - HI 2.09 011 ■ 15.01 100.00, 100.00, r LOX MIN 'O Off � � . h I � -OX ; V -. Now ,o 4w gv�N11 N1 1.34.27' IMG 38 70 Ile C Cu 0 o Cu-r-rj\jl 2894-1r LEGEND CL �- CENTER LINE PHASE BOUNDARY �:�--•• �--•�----•• -- WATER SERVICE DF - DEEPENED FOOTING --- , SWALE FLOW LINE - AIR VAC/AIR cu DW DRIVEWAY RELEASE ASSEMBLY T0 FG -- FINISHED GRADE �... _. _.... - SLOPE (2:1 MAX.) _._.-° r.._�._-. .. WATER MAIN 30 15 1 FL - FLOW LINE - LOT LINE 1 -- TRUST BLOCK FS - FINISHED SURFACE ~ •-_•.-�,4 -- FIRE HYDRANT ASSEMBLY Q -- DEEPENED FOOTING `�.�' GRAPHIC SCALE: 1"=30' 1 GB GRADE BREAK ,_, -� '.-•--..- -- GATE VALVE GF - GARAGE FLOOR 90 LOT NUMBERLD HP - HIGH POINT PLAN •�- HOUSE PLAN TYPE �. ' - SEWER MANHOLE Q- MIN. - MINIMUM ._-_••-' •---,---- �-- SEWER MAIN FF 1109.67 FINISH FLOOR ELEVATION - - - BACKWATER VALVE TC - TOP OF CURB PAD=1109.0 - PAD ELEVATION +--�- -- STREET LIGHT L ASTO R IA BUILD OUT LD03-290GiR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pe n i e s PLAN SCALE s AS NOTED D CITY OF TW �roecr �� �� RECOMMENDED BY. . ! a._,�' DEPARTMENT OF PUBLIC WORKS Drawing No, oD PROFILE SCALE DATE• 3 SEE SHEET �' ?� San Diego Division l o heti for W 4 Na63"7 ' 9 CONIM ft4 &ft 100 Caa Ood CA WM (180) 4.W-12'10 (/- o oon a � 0- o-toot • • ACCEPTED BY: DATE: �3 3 PRECISE GRADING PLANS ~ * * P ans Prepared Under Supervision RONALD J. PARKS CompMt°d � cu y, C / y \�' ��' DEPUTY DIRECTOR of PUBLIC WORKS ,,,,_, o � , `F Date /� �� x'00,9 DRAWN BY: SRD BUILD OUT TRACT NO. 23143 10 R.C.E. No. 63947 9-30--2006 DESIGN BY: SRD 1g7� 9/30/05 LOTS 34--37 AND 41 --43 Expires CHECKED BY: WK R•C.E NO. Sheet 2 of 2