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HomeMy WebLinkAboutLot 34-39 Precise Grading Tract 30669 �=Ii No . HAS GRADING NOTESPreciser a in a n 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23,AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES of C lif GENERAL PERMIT FOR CONS UC orni CONSTRUCTION ACTIVITIES. In City of a St te � 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. ' DRAINAGE SWALES 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 NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. �r 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100--YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00 7R. 30669 NGINEER SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB ENGINEER, TC � THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE I 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S HIGH POINT HP PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH I VICINITY MAP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG Q BALBOA DRIVE NOT TO SCALE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS 7R. 2 9 63 9�2 � 7R. 30 6 5 9- I Z L07 54 ONE FOOT. TOP OF GRATE TG Lil 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE I a 3 9. PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/12/04. TOP OF FOOTING TF 4C TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE I cc PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CL \34' rJ 36 37 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF SLOPE TS 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694---6411 . PAD ELEVATION PE 0000.0 HIGH POINT 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 7R. 30669- 1 PAD ELEV. -0. MIN. AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 A DURING THE GRADING PHASE. R WATER SERVICE 11 . POST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLING, fi" MIN, z z WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE -�S� '��+ MUDSILL I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SCALE: 1" = 50' IN GARAGE AREAS I SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY GARAGE FLOOR SILL IS 6" MIN WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. ,/;,, ' -T ABOVE GARAGE LOTS INCLUDED T FLOOR SLABI VARIES B AR S*** B C,' RI SC; I 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE I ,k,k,K NZ * VARIES I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF _ _ _ _ ( 1010) ) STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN LOT NUMBER GARAGE D MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. FTTI ( PADPADI I t I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FF Z z FF APPROVE PLACEMENT OF FILL. 1A ( K I UNIT TYPE/ELEVATION / \ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES R ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING I I AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE I GRADING OPERATIONS. I 12" MIN. ABOVE PAD ELEV. coz 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW r iox ROUND OFF TOP 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH P/L ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED 51 R W CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL AMOUNT OF EXTRA DEPTH SLOPES OVER 30' IN VERTICAL HEIGHT. FOOTING REQUIRED .......... TYPICAL SIDE YARD DRAINAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY WHERE: 18' MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROPSECTIONOTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, GROUND SHALL BE GIVEN. O.X ENTRACES) MAY BE SETBACK A MIN OF 7' . DROP GARAGE - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS FOR REAR YARD SLOPES GREATER CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES THAN 5' IN VERTICAL HEIGHT VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN o PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES o 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A o MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. o 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO N COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 0 0 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 42' 42' 42' R VARIES *** P/L >_ PUBLIC RIGHT-OF-WAY. `I VARIES *** VARIES *** 6" MIN. o CONSTRUCTION NOTES & QUANTITY ESTIMATE -6 MIN. 3' MIN. 1 ' � 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 3 MIN. 1 1 3 MIN. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS NO ITEM QUANTITY UNIT 1 2 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 0 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FG FG FG 3 0 BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. (i LOT GRADING (6 LOTS x 50 C.Y.) 300 CY o o _ d 0 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE `O `� °° EXTRA DEPTH o- �2 INSTALL 3" P.V.C. SCHED. 40 9d LF n 3 FOOTING A a. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF n STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE Q3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 s EA =PAD ELEV-FG CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 12" MIN. 12" MIN. 2: 1 MAX. WHERE NECESSARY n CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT s EA 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. _ a 21% MAX. MIN. 21% MAX. 2% MIN. i TYPICAL FOOTPRINT SECTION B-B 21% MAX. SECTION C-C 1" = 40' - SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE WSCALE: DETAIL NOTES U W IY UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPERBASIS OF BEARING NOTE a_ O ALERT PLANNING ■ DESIGN ■ CONSTRUCTION ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES o 647 N. MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CALL TOLL FREE ■ ■ ■ 27W5YNn ROAD,SURE 400 RIVERSIDE, CA.STREET, 40980 COUNTY CENTER DRIVE STE. 110 FOR A PORTION OF' THE CENTERLINE OF MARGARITA ROAD AS SHOWN 1-800--422-4133 lt�ct",CAL�A 92-M-4679 (909) 686-5103 TEMECULA, CA 92591 ON A MAP OF TRACT NO. 29286, MB 298/86-89. CONSULTING 909.676.x042 ■ FAX 99.676.7240 www.MF.com DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 TWO WORKING DAYS BEFORE YOU DIG LD04-117GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q�pFESS1O�,' RECOMMENDED BY: DATE: �a CITY OF TDEPARTMENT OF PUBLIC WORKS ! R. SCHAUBERT R. SCHAUBERT J. TANNER 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�'� r a, Plans Prepared Under The Supervision Of n COUNTY BENCH MARK T-46--81 RESET 1997" `'' �O r r 0 -� .�-� � ACCEPTED BY: DATE: �� Z6 '�' '' PRECISE GRADING PLAN Cno rM EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60132 ^' LO Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE CW_ Exp• 6/30/06Z" - Da t e: eAL 1 O DEPUTY D I RECTOR OF PUBLIC WORKS T RAC T 30669-1 OVER SANTA GERTRUDES CREEK; 4.5, it JOHN D. TANNER III RONALD J. PARKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL &P el V 1�, �ti _ TITLE SHEETIf Q Date Completed e t e d CONCRETE S I DEWALK. l 0� 60132 6-30-069744 Expires 9-30--05 - P F 1E R. .E E. No. Expires R R.C.E.C E No. -,,f _-19 _ PHASE 4 LOTS 34 TO 39 SHEET 1 OF 2 i ELEVATION = 1097.163 N/A OF C A� R/W 5' 5' INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" PLUG FLOWLINE INVERT ELEV. A 4" PVC 2X T. PER PLAN J ;d INV ELEV PER PLAN CURB 0 GUTTER 3"x4" REDUCER 4"x4"x4" TEE 3" MIN PVC (SCHEDULE 40) TR 30669 ELEVATION 1 1/2" MIN. COVER 44 ;.'•;r •, r ' -`- r _-ter f; - +�� wa 9" 6" 104 - 67 rte+ PE=1 109"5 PE=1109.5 ,� ,\ TRANSITION TO 2: 1 SLOPESECTIONA-A � � S T 4 5 ? TO r L GHT PE=1 109.2 1C) T- CV !' 0• 1 h N ,� r •o 'S PRIVATE DRAIN,THROUGH _CURB DETAIL �•� �•Cj TR 29639-2 ' " SEWER y 1.33X 0 �� ,� LOT 54 - � '` 1 1 1112 - �� 4 Its B A L O A 08.12 3 � �'ti F ,r DRIVE I VE _ 5 STEPS n 4 SPS 0766 i b,1 F $ x o _ . 5 5� o Y�--- 1 8 o 11 o� WATER o,�•` 3 0j� a r Oj11 ao 3 j ►� �O ~ 014 FS F © 63 W F5 FS N 3 w FS FS '� N 2 0 2. N, 14 �` FG S �O b 4 W In 06.98 2 1 4 STEPS - w- 4 0o T 2.90 S 4 5 5 5 FS •�► �r \ PE=1 108" 7 S S FS 0 2.OX S $ 7 g0.32 p At 41.00 50.00 _ _ 50.00 _ _ .73 it ,� 07.1 4 4 .� 4 0 07.80 0 10.24 rn r� 08.37 $' �� 1 0 ,�r 08.20 F aK 09.5 TW FS C4 ro � n _ 09G5 FS 7.os I 07.05 I � FS n - a' 09.3 08.24 FS F 4 1't FS .� �1,�• ,y 1 •q� 0 06.2 TF / •.7 09.23 CD 4' FG 09.2 1 09 8T IR av it N FG 4 F`' *' 1,�p• h,gyp '�,r Q G FS N 4 F o „_. � G' 09.5 � •o � "` �G � y Z Lr 1. .49 '� FS 7" S FG - FG 09.7 N 4' •8 0 9.24 FG 5- J _ •� -n \ FF �p' Q� \ r� TR 30559-1 W -T-C/ X05 09.37 09.72 FS .< / © FG _ N FS--GB 08• .6 AO•g r \ �� S \ o� 0 3 0 I E I<i Ff=10.0 FS 4 0$ 1 FL-GB I 6" STEP -11091 Z 0 .7 ® FL-GB I z 1B 0 LF 7 STEP GF=1109.5 09.8 _ 10.00 FS FG 10- 10.30 FS 2 0 .Ox 09.42 F-� FS � o - O •5 9.33 4 _ it S� �- o( - FS-GB 0 5 es FS o \ F�' 3 .13 T Ln FG •4 ( 00.6 I -N0• d'� 'cr Q I 4 FL-GB _ N0- 2' �� 3 G CLI c- 06.43 IE 08.2 - �" I •4 z FG M �p• syr• F TRANSITION TO 06.4 2.04 FLAB © 01 4 d 1w � ® M � S` - % F�' y ¢' G j 4: 1 SLOPE FL I N 3 I ,�, '0 3 � p 5� , �- �► j _ y � 14 y _ � 10• y - 1 43 4" STEP 3B W ® 3C 8 F6 _ ,o•�� , k1 V \ PES-1 1(713.2 I 3 G 09.67 F 0 GF=1109.8 0 °� =1110.310 I - 1 �'r� 2(; .2 09.0 os. R z 0 09.7 FS R22 ,�34 FG FS M /1A\ FG y 2 �p.� 11.3 f 4#± � .5 FF = 1110.3 z FF = 1110.8 TS / I � z ? PE - 1109.5 0 .1 p 10 9 FG - �-'�'/ FF = 1110.0 �' M © PE 1110.0 0 I F - 11 �0- - '1 .1 / RE INI NALT PE = 1109.2 -1 � r- �.5 I FF = 1110.5 be 10.0 F s ti / PE SEP RATE 1 10•� P� N 9 / 2 / o .4 FG 4 - PE 1109.7 FG _ I •�� 3 1 27 N 09.7 T G F.. - 09 b / PE IT , 09.7 F6 4.1 t F `�- N 09.2 E H 09.2 c� o z 09.3 4 F 4 o z 25.3 t Z �i k&- / �I FG FG 4' - I- - M o .1 N M o / a / PE 1 1 D2.7 MAILBOX LOCATION ( * r ,,� N _N 0 o ® be O z - t +� 09. 10.0 1 _ PER LANDSCAPE I _ z o - 5 N - OB_-8_/ - r . ANS 06 0 I 10.2 C4 09.0 N °' 10.5 �... HP-FL �0.7 FG HPfL 11.0 - T ? 5.0 TS 46.79 � 42 c FG TS .92' 50.00 TS 50.00 TSS 50.10 TS � PE-1107.6 8' 10.7 11.0 09.5 1 28 �__ 09.5 TW 10.2 10.5 08.90 2 • 1 2 : 1 TS TS FL TS TS FL 28 18 1 �y 05.4 TF - - i 2: 1 SLOPE I 'I 2 . 1 PES 1 1 Q3.4 04.97 3 3 -- - l 32 31 3p 29 0 PE=1 1075.3 PE=1 104.6 PE=1 104.3 PE=1 104.0 PE=1 1x7.3.7 0 0 TR 30669-1 N 110 O 0 0 CV O CL r- 0 fP ! Q CONSTRUCTION NOTE LOT N0. ENHANCED REAR ELEFANCED SIDE BACKWATER ELEVATION VATION VALVE 34 YES RIGHT-REAR NOT REQUIRED a INSTALL 3" P.V.C. SCHED. 40 0 35 YES N/A NOT REQUIRED 36 YES N A NOT REQUIRED O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL THIS SHEET Uj 37 YES N/A NOT REQUIRED o 38 YES N/A NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT w UNDERGROUND SERVICE p PLANNING ■ DESIGN ■ CONETRUCTION ALERT 39 YEs NOT REQU I RED o 5" SLAB PER FOUNDATION PLANS o 20 0 20 40 60 GA-L TOLL FFEE 27565 YNEZ ROAD,9UrM goo 1-800-422-4133 ' ' ' �A.CAL'FORN'A 92MI-4679 CONSULTING 909.676.6042 • FAX 909.676.7240 ■ www.MF.com o GRAPHIC SCALE o LD 4-117 R z< TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE �p E S S Jp DESIGNED BY DRAWN BY CI-ECKED BY Drawing No. o O _ ��! R. SCHAUBERT R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: faf� b CITY OF T DEPARTMENT OF PUBLIC WORKS � Contractor HORIZONTAL ,�� TAIL. �� Plans Pre-pared Under The Supervision Of n rn T PRECISE GRADING PLAN �- ; ACCEPTED BY: DATE: to LL 0* 2 0 SEE SHEET 1 1" 20' �'X132 � Date: ewZ»1 d DEPUTY DIRECTOR OF PUBLIC WORKS - Inspector Exp. 6/30/05 x� RONALD J. PARKS _ TRACT 3�6R9-1 VERTICAL sr Cl v 1` �� JOHN D. TANNER III PHASE 4 Q o Date Completed 'lF �E��� R.C.E. No. 60132 Expires 6--30-06 R.C.E. No. 19744 Expires 9-30-05 'rr 9-= BALBOA DRIVE - LOTS 34 TO 39 SHEET OF N/A of C��• � 2 2