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Home My WebLink AboutLot 58, 59 Bldg 59 Models i V" apt, GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. A40DELS PRECISE GRADING PLAN 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SMALL BE A MINIMUM- OF 1%. LOTS 58AND5* DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A o� ' A SHALL - s� \ .�� r ~� � 4 MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE R WALLS AT NOT LESS. THAN. 1 .4 PER. FOOT FOR - `� �' ul SLOPE. AWAY FROM ALL EXTERIOR / �i A MINIMUM OF 3 FEET. j f ' � a PHASE C 'f � � w (LOT 31 _. w 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 . 1. PHASE' r e 4 � APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100--YEAR 4. PROVIDE, AS ALONG. THE. TOP OF ALL GRADED '- FLOWS, OR PROVIDE GRADED BERMS, `� STORM, q SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASOrr �.�`- � � � �. �`; � � �� PHASE A HE TOP OF SLOPES. ` TO DIRECT SURFACE RUNOFF AWAY FROM T `• �:" � PROJECT PLOT 2) 9 L o SITE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY WHO SHALL SUBMIT A FINAL THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND W COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. �t .• T "RED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECUL00 A S , �, 0. A REGISTE .r, � � � �� ` ` PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH `\ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO1014 - � 1 `� BUILDING PERMIT. CERTIFICATION' SHALL BE T' LINE, A ISSUANCE OF THE / Vrs ELEVATION AND LOCATION OF CUT FILL SLOPES. GRADE E _ 7. FINAL COMPACTION' REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN - M•a,: _ - {�. // ONE FOOT. / . .r�M..•.�•!1'.y"k`fie, / 8. ALL GRADIN-G SHALL BE- DONE IN- CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY �..- / MAY 16 2005. _ .... VICINITY MAP SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES, INC. DATED \ - ..r- - N.T.S. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE, PUBLIC WO-RKS ,. DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �� 0 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY00 -- SOILS. REPORT. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 �•� HOURS IN ADVANCE REQUESTING' FINISH LOT GRADE AND, DRAINAGE INSPECTION. �-- THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE - Y • (951) 694-6411.FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE. ND 5 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION f ...,, -- s 4 AND. SEDIMENT CONTROLS TO. PROTECT THE SLOPE FROM EROSION. AND INSTABILITY DURING THE GRADING PHASE. T BE LIMITED= TO INSTALLING - ACTIVITIES SHALL INCLUDE BUT NO 11�. POST GRADING WHERE APPLICABLE GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. � = 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS `'` / LEGM SLOPES OVER - s � ,: ,f 0000.00 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. . .- /� t � � � \ - TOP OF CURB, T 12. FILL MATERIALS SHALL NOT BE PLACE ON EXISTING GROUND UNTIL THE GROUND HAS \ WEEDS, DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF ��~ .-- FLOW LINE FL BEEN CLEARED OF E , 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. 1 �, ► HIGH POINT HP A REGISTERED CIVIL ENGINEER SOIL ENGINEER, OR ENGINEERING GEOLOGIST SH-ALL4 APPROVE PLACEMENT OF FILL. ' .•�� FINISHED GRADE FG 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES -' `.' � � >> FINISHED SURFACE FS ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ;.; 6 DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ' AND D � .�- .��. - 1 GRADING OPERATIONS. GRAD BREAK 1 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. �, �- TOP OF GRADE TG A TOR---OF--SAFETY" OF AT LEAST ONE AND FIVE TENTHS fi 5. STABILITY CALCULATIONS WITH AFC l �� AREA DRAIN & PIPE REGISTERED SOILS ENGINEER. �7 THE PUBLIC WORKS DEPARTMENT BY A (1.5) SHALL BE SUBMITTED TO E R SOIL ENGINEER OR ENGINEERING GEOLOGIST FOR CUT AND FILL CIVIL ENGINEER, LE I"GHTQN AND ASSOCIATES � , INVERT ELEVATION INV SLOPES OVER 30 IN VERTICAL HEIGHT. 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 - - TEMECULA, CA. 92590 �-. 3.; . 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION TEMECU \ . � � .. GARAGE FLOOR GF 0000.0 OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION PHONE : (951 ) 296-0530 \ .z RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO} FAX : (951 ) 296-0534 '� `, ....(WITH o.o ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT /�` PAD ELEVATION PE 000 GROUND SHALL BE GIVEN. / INDEX MAP t ., FINISHED FLOOR FF 0000.0 17. EROSION AND SEDIMENT CONTROL. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS "=100 OUTLINE IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE OWNER-/DEVELOPER 4, SCALE. NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE PULTE HOMES / �"..;� WATER SERVICE VU NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 2 TECHNOLOGY DRIVE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. IRVINE, CA. 92618 SEWER SERVICE S _ NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONTACT : PAUL BUZZA PHONE : (949) 307-5625 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO FAX 949 623-3701 SLOPE 19. L ( ) COMMENCEMENT OF ANY- CONSTRUCTION/GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATE LOT NUMBER / 83 \ 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A NO. ITEM QUANTITY UN LT D PUBLIC RIGHT-OF--WAY. UNI TYPEE 1 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 14 EA THE APPLICANTSOURCETOPOGRAPHY: rn AGENTS DOES NOT RELIEVE ��-ANS BY THE CITY 0R ITS G 21. APPROVAL OF THESE PL AND HIS ENGINEER FR-OM THE RESP-aNSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ,� 309 LF � PRI ATE PLAN REVISIONS SHALL ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. 2 INSTALL 4 PVC DRAIN PIPE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE TRAP FENCE BE PROMPTLY- SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 647 N. MAIN STREET, SUI-TE 1 A CA. 92501 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL ON SHEET 2 2 EA � RIVERSIDE, �. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE (951 ) 686-5103 - 4 INSTALL PORTABLE TOILET 1 EA ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF DATE OF TOPOGRAPHY 9/16/02 - STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 5 . INSTALL. TRAP FENCING. 298 LF � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM- THESE AGENCIES PRIOR TO" ANY SITE D ISTURBANCES OR GRADING. SF 6 CONSTRUCT 3" A.C. OVER NATIVE SOIL 3,901 282 .LF � BASIS OF BEARINGS NO-TE: 7 INSTALL 2is X 4 REDWOOD HEADER a 8 PAINT 4 SOLID WHITE P It ARK I NG LANE 90 LF THE BEARINGS SHOWN HEREON ARE BASED ON A 0 PORTION OF THE CENTERLINE OF YNEZ ROAD AS 9 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA r• 0 N SHOWN ON TRACT NO. 23992, M.B. 231/9--12 BEING 162 SF V) 1 Q PAINT 4 SOLID BLUE HAND I=CAP STRIPE C� 2 O.C. � IN N 48'015' 11 "'W 11 EA W 11 INSTALL WHEEL STOPS 0 0 12 PAIN SOLID WHITE "NO PARKING" , 12" MIN LETTERING 1 EA L007-,05(;GjZ V) 13 INSTALL 6 PVC DRAIN. PIPE 23 LF SHEET INDEX � PA064231 14 INSTALL. 10 PVC DRAIN PIPE 189 LF SHEET 1 T I TLE SHEET PLANNING � DESIC�IV ■ CONSTRUCTION SHEET 2 PRECISE GRADING PLAN 13U&DMQ AW SAFETY z 15 CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 577 SF REVIEWED FOR COMPLIANCE WITH TITLE 24 � . LOT GRADING ( 1 LOT X 75 C.Y. } 75 C.Y. DISABLED ACCESS REOUIREMENTS ONLY � - 40$10 COUNTY CENTER DRIVE y } ® CALIFORNIA 92591-6022 o TEMECULA, APPROVED BY: Z111M a �EIN S U LT I P 6 951.676.8042 o FAX 351'_0707240 * www.RBF.com NAME DATE Q J ' RK SS DESIGNED BY DRAWN BY CHECKED BY LD06ell CONSTRUCTION RECORD DATE BY REVISIONS .DATE. ACC'D . BENCHMARK SCALE R�Q �pN RECOMMENDED BY: DATE: �t��l DEPARTMENT OF PUBLIC WORKS � „ 9! MD NM MD SHEET NO. p� MR6v iG o f f t 5141 •#o 7 T-32-81 RESET 1987, A 2 1/2" DISK S ��. A. �� c �� cq . I-N CONCRETE WALK NEAR THE HORIZONTAL �``' t yin PLANS, PREPARED UNDER THE SUPERV I-S I ON OF CN TRACTOR TION OF FRONT STREET AND a► Y: - ,/ DA TE: 3-s,t' PRECISEGRADINGPLAN a CON INTERSECTION .�. ACCEPTED B �-� rU RANCHO CALIFORNIA ROAD IN THE �" LO AS NOTED � NQ. 4309.0. WILLIAM G G. HUGHES �� E OVER THE � DATE. Y.. .:.r"r. T� A239-92 SIDEWALK OF A BRIDE Exp-. 3/31/oa i - ��. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER INSPECTOR MURRIETA CREEK ON THE NORTHWEST d ' w �. M I HAE A. Y MAN .. ,� � CORNER OF BRIDGE. VERTICAL s� C 1 L :::::: TITLE SHEET 1 U 06/30/08 �dr�,.....ieaga a R'.C.E. N0. 36617 �' � 43090 EXP�I RES: 3 31 O8 EXPIRES: %, •oQ OF � SHEETS i DATE COMPLETED OF c�Ll R.C.E. NO. MODELS, BUILDING "' 9 .. N/A ELEVATION = 1007.337