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HomeMy WebLinkAboutLot 1-11, 67-77 Precise Grading GRADIN ❑ NOTES 1. ALL GRADING SHALL CONFORM TO THE LATEST PR❑VISI❑N OF UNIF❑RM BUILDING PROJECT S 2 8 5 CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE LEGEND SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP ❑F CUT OR FILL SLOPES, U_')R C I S G R A D I N G A N 3. MAXIMUM CUT OR FILL SLOPES = 2:1, WROM TOP OF CURB T C 0100 100 f� cap 4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL = Hl I A F fs SLOPESFILL V HIGH, FLOW LINE F.L. S E 1 L 11 S CD 7 77 � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT HIGH P❑INT H.P. vs�� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLYIN CITY 11 F PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS FINISHED GRADE F.G. TEMECULA) STATE 11 F CALIF [IRNIA OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA FINISHED SURFACE F.S. Ck ENGINEERING DEPARTMENT ,WRITTEN CERTIFICATI❑N OF C❑MPLETI❑N OF ROUGH ' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO GARAGE FLOOR GF 0000,0 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATI❑N SHALL BE TO LINE, GRADE, ELEVATI❑N AND L❑CATION ❑F CUT / FILL SLOPES, PAD ELEVATION PE 0000.0 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG TOP OF CUT SL❑PES, FINISHED FLUOR FF 0000,0 8. FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE ONE FUCT. gpl►�1!(� d AR SEWER SERVICE S � 4 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY S❑ILS INVESTIGATI❑N BY: DRIVEWAY LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE SLOPE I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM- To SAKI D1[G] MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. LOT NUMBER 132 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE UNIT TYPE 3550 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC- VICINITY MAP TI❑N MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, DEEPE 1 r007I� & 0.F 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL NOT TO SCALE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SAM MATER VALVE - BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 35' PONT CODE SECTI❑N 17,06 (RESIDENTIAL), 17,08 (COMMERCIAL/INDUSTRIAL) PRIOR To 35 PADHIGELLEVEV., -a�' THE APPROVAL OF FINAL INSPECTI❑N. PAD . A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS a,e Z a•e ? � MATERIAL. —top* A T 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. e 15'TYP, 15'TYP, PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 3 510 5, (EXCEPT B 5, 5, B (EXCEPT C 5, C 14. DURINGA - 3521 MIN TED) MIN MIN TED) MIN ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF o PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL n 0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PAD PAD z ADJACENT PROPERTIES. FF FF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS, 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ER TENIXRIX TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE T a LO o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TOwAY roe MAX Ln r �o� MAX LO " PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. R/V 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT I AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 32' 35' TI❑N 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 ❑R ANOTHER APPROVED GROUND COVER. SLOPES 12" MIN, ABOVE PAD ELEV, OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 6" MIN, 5' MIN, P/L 5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 3' MIN. 1' 1' 3' MIN, SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, MUDSILL MIN, MIN. MUDSILL 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ROUND OFF TOP IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER U,P,C., CHAPTER 3550 3560 P 10,R, SHE 2 5' 6• 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT CID LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - - . 412" MIN, 12 MIN, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2/. MIN, 2.1 MAX, 6 TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R . SECTION A — A 21% MAX, MIN. 21% MAX, TO COMMENCEMENT OF ANY CONSTRUCT I❑N/GRADING, r — E FOR REAR YARD SLOPES GREATER B SECTION B a 00 23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 3; 00 THAN 5' IN VERTICAL HEIGHT THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION, UPON L . + ' `'`x`': o) REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED °' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o 0 5' MIN. P/L TYPICAL FOOTPRINT -4 3' MIN. 1' � N,T,S ' LL MIN x' 6" MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE SCALE: 1" = 200' ►- NO, ITEM QUANTITY UNIT e Under round AlertBENCH MARK ' ..a.<y. n, LOTS INCLUDED 10 LOT GRADING (22 LOTS x 15 C,Y,/L❑T) 330 C,Y. 12" MIN.. w 2�1 MAX, V) Robert Bein, )fill iam Frost do Associates ELEVATION 1091 .074 _ PROFESSIONAL ENGINEERS, PLANERS k S1J?VEYORS R I VERS I DE COUNTY DES I GNAT I ON : T-46-81 STAMPED ON 2, k 1/2" OWNER/DEVELOPER 2% MIN. 6" MIN. ,! 27555 YWZ ROAD, STE. 400 9TOECULA CA' 92591 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO U) CALL TOLL FREE (909) 676-8042 FAX (909) 676--7240 21% MAX. CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION SECTION C "` C WINCHESTER (HWY-791, 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY Z TO A BRIDGE . OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD99- 126GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE QROFESS1p DESIGNED BY DRAWN BY CHECKED BY c Drawing No. OA. ��� CW CW MT RECOMMENDED BY: DATE: !3 CITY 0 f T E M E C U A DEPARTMENT OF PUBLIC WORKS UD Contractor HORIZONTAL !�'z Plans rep d Under The Supervision Of / SE ABOVE AS SHOWN No.43090 ACCEPTED BY: DATE: g TRACT N O . 2 8 510-- 1 1 Inspector a` AXP, ��31_� mr- Date: -2//-0 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER _ PRECISE GRADING PLAN M I CHA L A. MAN RONALD J. PARKS ''A'"• '•A`� � l�TwYl.T� Y.t VERTICAL Jf 01 V IV ��� 0 Date Completed 'rF p `�Fo� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 ''f °�°.-. 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GH GRADING PL 47 00' - AN 1090 P O R �---. 1085 0 NS1 0 R o R CM Under round Service Alert BENCH MARK a 1 w 0 Robert dein, llrill farm Frost do Associates ELEVATION : 1091 .074 PROFESS IM& ENGINEERS, PLANERS k SIS UORS RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" OWNER/DEVELOPER w 27555YNEZ ' $�' 400*TBEUA�' 92591 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO v, CALL TOLL FREE (909) 676-8G42 FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. 10+00.00 CHAN WAY 20 0 20 40 60 5 1-800-422-4 133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION �J °� =16+0 . 11 � NORTH GENERAL KEARN D WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 GRAPHIC SCALE o CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, * BACKWATER VALVES- LOTS 1 -3 , 9-- 11 & 70-72 TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD99- 126GR ca CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY o SCALE QRO f E S S I p�,'! BY: I DATE: Drawing No- RECOMMENDED A j CW CW MT C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �``' �U`� �� y� Plans rep d Under The Supervision Of o CM y ACCEPTED BY: DATE: �3 f TRACT N 0 . 28510- 1 SEE ABOVE AS SHOWN No.43090 p DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER 2Q Inspector Exp. 3/31-00 Date: MICHA ITT RONALD J. PARKS :A:�'' , ,. A.;.;AA: PRECISE GRADING PLAN VERTICAL Jf CIyIV ti� L A. LAN .Y p o Date Completed 4 090 3-31-00 _ �r,.� �: :�:�:�� TRACT 28510- 1 LOTS - 1 - a N/A OF ��� R.C.E. No. Expires R.C.E.. No. 19744 Expires 9-30 01 r 1 1 & 6 7 7 7 c� SHEET 2 OF 2 �