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HomeMy WebLinkAboutTract Map 30088 Lot 10-12 Precise Grading GRADING NOTES 'r C 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ra t N ■ 3 (:) (:) 88 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE ■ ■ 15 215 .� 6107. SWALES SHALL BE A MINIMUM OF 0.2' DEEP AN reci D BE CONSTRUCTED A MINIMUM Gr in Ian OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS � OTS 10 TO 1 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ ■ ■ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION F 0 A COMPETENT In Clty of Temecula , Calif orni 15 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY E PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA HA RVESTON SCHOOL ROAD ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO L E G E N D ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 0000.00 GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TOP OF CURB ..._.. _.__...._ _.-._. TC 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOW LINE TOP OF CUT SLOPES. E . 22 21 o 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HIGH POINT HP 20 1c.) 1$ ONE FOOT. / FINISHED GRADE FG 23 9 THE PRELIMINARY ALL GRADING ASOILS INVESTIGATLL BE DONE IN OION BY: LEIGHTON ANDNFORMANCE WITH ASSOCIATES OF TOP OF GRATE TG VICINITY MAP DATED AUGUST 15, 2001 . � 4 NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE INVERT ELEVATIO IE 14, 2 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED SURFACE FS %3 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. HIGH POINT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING GARAGE FLOOR GF 0000.0 / 001 A PAD ELEV. -0. MIN. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE '4 1, ;`,, ' �;'`,' ' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- PAD ELEVATION PE 0000.0 Q� r�T11 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR Z' 1;+'7.r 1�Y; +' / ;j;,, EACH LOT. FINISHED FLOOR FF 10101010.10 '7.i,''/ �'Ij'"� r Ir Z Z 6 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL WATER SERVICE 10, BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ( I FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT SEWER SERVICE -----��S •l Z+ O I VARIES $ AR I s*** $ C V RIE SC I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 2 V 39VARIES* VARIES DRIVEWAY I I I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3$ BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - -- 26PAD PAD I MATERIAL. SLOPE At() $ z FF Z z FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN - - 29 31 O I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER 11 I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT NA, p Art ? I I OF FILL MATERIAL. UNIT TYPE/ELEVATION 1 3 37. I zz I / I " Z o o r� �� A 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OFti 31 0 lox lox bol 11 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE S 31 'fix �- X SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO Q ADJACENT PROPERTIES. 32 5 � R W BACKWATER VALVES BW Ar O 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 3 BY THE DIRECTOR OF PUBLIC WORKS. ENHANCED ELEVATION TYPE- EH � TYPIC A L SIDE YARD DRAINAGE 33 A� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE AMOUNT OF EXTRA DEPTH DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FOOTING REQUIRED C7 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 3 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. EXTRA DEPTH FOOTING2 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 1 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURALENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- R TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL fi" MIN. VARIES *** VARIES *** 6" MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 6" MIN. MUDSILL MIN. MIN. MUDSILL PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES SCALE: 1 " = 100 ' MUDSILL FG FG OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE CONSTRUCTION NOTES & QUANTITY ESTIMATE IN GARAGE AREAS PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, f�f ; TREES 20 ON CENTER; COMBINATIONS N0. ITEM QUANTITY UNIT ' " r LOTS INCLUDED GARAGE FLOOR SILL IS 6 MIN H 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT = :•_ � ABOVE GARAGE FOOTING IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER a1 LOT GRADING (3 LOTS x 50 C.Y. ) 150 CY FLOOR SLAB =PAD ELEV-FG 12" MIN. 10.R. Q2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 44 LF WHERE NECESSARY 12" MIN. GARAGE DETAIL MIN. 2: 1 MAX. 6" TYP. 2% MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 03 INSTALL 6�� 2%GRATE PER N.D.S. NO. 40 OR EQUIVALENT 3 EA 2 % MAX. MIN. 21% MAX. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 3 EA SECTION B-B a 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR �� 42' ^� 47.5' 45.5' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2 3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS APPROVAL e e pil THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 23 0 L OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) N THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 00 "0 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON `n VARIES *** P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 10- LO 12 MIN. ABOVE PAD ELEV. w TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3' MIN. 1 ' °m 24. ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR ° ° ROUND OFF TOP MUDSILL MIN. 6" MIN. � PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES " P/L FG 3 REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED 5' If SPECIES ACT. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FORTYPICAL FOOTPRINT ��F.� • EXTRA DEPTH o OBTAINING THE APPROPRIATE CLEARANCE FROM THESE AGENCIES PRIOR TO ANY A QpO �,P� FOOTING SITE DISTURBANCES OR GRADING. SCALE: 1 = 401100� =PAD ELEV-FG LO 'P F WHERE NECESSARY 2: 1 MAX. n 12" MIN. 6" MIN. W En q� rl:•� 2% MIN. _ SECTION A-A 21% MAX. _ W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER 1 DEVELOPER FOR REAR YARD SLOPES GREATER SECTION C C ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE RBF CONSULTING THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a 27555 YNEZ ROAD, SUITE 400 LENNAR COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST * CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS CALL TOLL FREE 27556YNEzROAD,WTE4W TEMECULA, CA 92591 391 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING z 1-800-422-41 ►, 6.7240 �A a2sM-as� CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. BOTTOM I S A MINIMUM 6" BELOW SWALE FLOWLINE. CONSULTING .szsew2 - FAX .aza.z24o • wwwJ�F.corn (909) 676-8042 FIELD VERIFIED (DECEMBER 1999) (909) 817-3600 SEE SOILS REPORT ca TWO WORKING DAYS BEFORE YOU DIG L D 0 3-10 4 G R Z DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �� �,pfESSlp �� Drawing No. o p �'�� JE RLS/JE MJB RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �, 'N C. Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,``�� �� yr ��, I a re a ed Under The Supervision Of 0 COUNTY BENCH MARK T-46-81 RESET 1997" .`:' ACCEPTED BY: DATE: l�o o� T o EASTERLY OF THE CENTERLINE OF SR-79 AT 1 " = 100' w No,fi3494 __ PRECISE C ISE GRADING PLAN 0 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE ac . ����� Date: I2" ^_ DEPUTY D I RECTOR of PURL I C WORKS _ L OVER SANTA GERTRUDES CREEK; 4.5' � � ATTHEW C. H I KS RONALD J. PARKS C _ _s_ TRACT 30088 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL "P5 Cl y 1` ti PHASE 7 Q Date Completed CONCRETE SIDEWALK. t = === f ,�� R.C.E. No. 63494 Ex i res 9-30-06 R.C.E. No. 19744 1��= ELEVATION = 1097.163' N/A �F C 1►� P Expires 9-30-05 LOTS 110 TO 12 SHEET 1 OF 2 LTJ PE 1114.5 LTJ PE 1114.9 117.72 ® 12.9 PE = 1115.5 PAD + 0.2' ® 21 PE - 1116.2 2� 14.2 FG I � � N I W 69'�-7 tO 12.5 15.9 N 13.9 FL--P FG c,► 14.0 FL 12 2 - FL-•P - - - _ - - --, _ I z 12.2 o FL I 13.6 v 0�z \ 13 fa' N FL N 15.7 N 1 12.7 °' FLAP 1 .57' 14.2 FG 12.7 20.44 P 14.2 I z GF FG 5' 154 0 z 15.4 2 Y N FL o I I s z[ ] �., 13.75 !� KBX -,/ 15.9 15.9 w-I S'- 2 FG R FG I 11 z FF - 1113.5 1�1 - � I PE = 1112. EH 5 6' o FF = 1115.0 +I - ® z FF = 1116.7 PE - 1114.2 I� 12.7 PE 1112.3 z PE 1115.9 ? "' FG OPEN SPACE r ca I1114.5 GF = 1113.0 � OD 14.2 5' o .1 7 12.6 FG r0 r co N o, K 3 11.00 TG .63 " (,'F 1 16.2 0 co I 14.2 11.61 io 10.50 I E _ 10 5 FG 40 FS x No S 46.60' •�6 O11.05 7 12.54' 15.9 - - 0 1] _ cra � FSS 1 I 10' 12.67 TG 3 W FG o 12.17 IE 0 1A 10.34 •"*•�' 14.25 13.79 -U w o J S 20•'� 2 TC � fi5.60 S 4.6 TG � 0 10.78 10.22 IE 4 1 rc 0 2% 14' 0 2% w N A 14.40 w 2 13 1 .35 Co M N' ' v 4 12.41 IE 11 E LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION CA ~ 19 ELEVATION ELEVATION VALVE CATEGORY CX) OD 10 X -- X II � 20 ASTON PLACE �`- -- -- 11 X II ~� 12 -- LEFT X I I 5" SLAB PER FOUNDATION PLANS ~ WATE ►� 6" FH 0 � R/W 4" WYE AS REQUIRED FL OF PIPE 1/2" " SIDEWALK INSTALL REMOVABLE E Q ABOVE GUTTER 6 PLUG � FLOWLINE " o INVERT ELEV. A 4 PVC 4 PER PLAN J 2% n w - o INSTALL POLYETHYLENE "4 PLASTIC JOINT MATERIAL "QUICK JOINT" OR EQUAL Y 1 1/2" MIN. COVER 0 w 0 M INV ELEV PER PLAN CURB k GUTTER 4"x4"x4" TEE o x4 20 0 20 40 60 3" " REDUCER ;- " � 3 MIN PVC (SCHEDULE 40) 0 9" 6" 0 IL GRAPHIC SCALE LO M ALMUL= MGT= n w CONSTRUCTION NOTES. a w 2 INSTALL 3" P.V-C. SCHED. 40 w UNDERGROUND SERVICE Qpmwku © ALERT PLANNING ■ DESIGN ■ CONSTRUCTION INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER z CALL TOLL FRM 27555 YNEZ ROAD,SUITE 400 DETAIL ON THIS SHEET 1-804-422-4133 TEMECULA,CALIFOFNA 92591-4679 CONSULTING 900.6762M • FAX 909.678.7240 • wwwJEF.cm ca LD03-104GR TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCOD / Q SCALE �OFv SSI0�, RECOMMENDED BY: DATE: <�� O DEPARTMENT OF PUBLIC WORKS Drawing No. o 9 CITY of TEMECULA C. y ! JE RLS/JE MJB eC Q HORIZONTAL ,�� '�� f � I n P pared Under The Supervision Of DATE: � ?�' �'�' T ro o Contractor ,� r ACCEPTED BY: PRECISE GRADING PLAN 2 0 or SEE SHEET 1 1~ - 20 Lai°` j'p/pa Date: -� DEPUTY DIRECTOR OF PUBLIC WORKS o A TRACT 30088 -- Inspect MATTHEW CKS RONALD J. PARKS VERTICAL CFIVCItV►� 0 ' •.,� PHASE 7 Date Completed R.C.E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 Expires 9-30-05 LOTS 10 TO 12 SHEET20F Z N/A �Q