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HomeMy WebLinkAboutLot 16-37 Precise Grading 0 w a 0 M w PRE C1 S__ E C3RAD1NGPLJkN V) LEGEND Z a BW - BACK OF SIDEWALK DF - DEEPENED FOOTING FL - FLOW LINE PASE0 DE L SOL FS - FINISHED SURFACE FG - FINISHED GRADE GB - GRADE BREAK GF - GARAGE FLOOR HP - HIGH POINT LP - LOW POINT PHA TRACT NO , I TC - TOP OF CURB TF - TOP OF FOOTING TG - TOP OF GRATE OT GRADING NOTES: � TW -- TOP of WALL 16m - TRACT BOUNDARY RETAINING WALL (BY SEPARATE PERMIT) 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, 90 - LOT NUMBER AS AMENDED BY ORDINANCE 93-04. PLAN 4C - HOUSE PLAN TYPE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A FF=1 109.67 - FINISH FLOOR MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PAD=1 109.0 - PAD ELEVATION 3. MAXIMUM CUT AND FILL SLOPES = 2:1. 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 OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION UNLESS OTHERWISE NOTED ON PLAN REPORT FOR ALL FILLS OVER 1' DEEP. OL�4 _1 0 SEE PLAN FOR DRIVEWAY GRADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 00 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, b�? ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 19 MIN. ,� Q�•� 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. r u ,Z ' N� 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS N ` INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 3' ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY N 90 MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND o 5' 1 CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF �O PLAN 4C 2% MIN. MIN. I THE PRELIMINARY SOILS REPORT. P.L. MIN. N � �► I FF=1 109.67 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24PAD=1 109.0 p z HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION N w O jp :I MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. tT N ,.a 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 NTRA 24 2-bo IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR N 3 1 9GF=1 109.0 low GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ar MIN. MIN. ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN W & i z_ ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. jp (P 2% MIN. ' : CAo+ MAX. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, W '� PAD 21�° DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. Np, DRQ S E SH N cxslr 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �t1 tr SWALE REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. O r; O w 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ► STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER No SIDEYARD LOT DETAIL TYPICAL LOT AND DAMAGE TO ADJACENT PROPERTIES. S $'T N.T.S. DRAINAGE DETAIL d O 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �. N.T.S. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY cc V O�A'TO O DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST N BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ! w 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES RACT 24182-3 OVER 30' IN VERTICAL HEIGHT. g9 aD 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING �ZC' PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS gTp' REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. D 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS £ 10 COVER, OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND a � RD COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL w BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R o Cc 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR S �� A MINIMUM OF 3 FEET. o~ o �7 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �`��� �� o rn v� 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF U� o� r CENpN q ANY CONSTRUCTION/GRADING. CAMPAN g2 A pR1VE TRACT 24 wAY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS GvARL CASTANA � ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED a z VE 0 n n DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY -' 6 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o G o m S�REE� 3 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. INDEX MAP 3 �, o a RpvANT� �9 pRIVE � SCALE: 1 "=100' GABB1AN� "wY PROJECT0 ' Q S�A�E SITE a_ of 1N�ERS�ATE a- r 0 EWY VICINITY MAP 3 ORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 0 N.T.S. � I Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION s Service Alen OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD ASOWNER/DEVELOPER: N of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN u7 MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS Call: TOLL FREE 7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W CONTINENTAL HOMES 1 "-800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive Z 422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Suite 300 LD99-214GR TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 1 San Diego, CA 92130 -.4- CONSTRUCTION CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF TEMECULA P Ell h9and Em e D►v►s►on TKC AS SHOWN Drawing No. Contractor CiTH RECOMMENDED BY: DATE: �� �S DEPARTMENT OF PUBLIC WORKS o, PROFILE SCALE Geor`e A. Lenteetey nes0 c«w gena., SWb 300 Upwoo V ft, a 925.S3-9024 (909) OW-023400 a ACCEPTED BY. Inspector SEE ABOVENo. �5 ---� �� 6 PRECISE GRADING PLANS 0 920 DATE. Date EYp.12-31-02 tans Prepared Under Supervision Of RONALD J. PARKS - Completed DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 8 TRACT NO. 24182 2 `�9�. Date �.1�� 9!2 DRAWN BY: LD PASEO DEL SOL OF E 6 R A.% ENF DESIGN BY: CG - LD R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED Y: CG R.C.E No. 19744 Expires 9/30/01 LOTS 16 THRU 37 Sheet 1 of 2 rl r rn rn DF \! r� D 00 5' N 9.3 IF 0�, vDF p J u� 14.3 { i ; - -- - CD J tiA•� 44 41 ^ 0 � o rr o �-t V 0 F 5' S' O 43 O O 4 ;_);.AN 4 l..R pap 3 J r. 4 ;i Q n 64 F63 45 O aN 4 ,p0 O F]�j.N 3 ,\1 } � _. , 1 �]._, , i � o � � 11.6 0 \ $_ � d i I h� ;00 P{ 7( m 1 P I-A i* P L J��I`1 7 A 03. l n 7 039 O F\, F 1 1 (�4 ,a 7 P{-A N ?R P �' F' (_J `S,r c'� O 4`' 2�2 m I.. P1 O P.J _.I N 3 F F-._ 1 0 .2 At " 1 .- �' .= 1 1'04 4 � ! 1 �.�- ��-� 4 15+48.7 16.0 -� _�, y ! 1 _- 7 CD 07 0 6 / S _ 0 07. FF::- ?C) .�� ? F •a f r 1 �? 3.`:�7 �n , n , Ff' 11 _. .8 79 PAD � � :, � I pp d _ �- �•� i ,(l`. n� I � '�. III �"�- P�I� ��;� C1 O CL 16.5 DW �� w 1 1 rte`? o {� �..1 8 �- 1 . n, �, ��l� �.. ? J 4 �� 06�� F�^ ... _ . ��, S 1 o { : 1-�` o cn :, O .� o / o -.� � ... 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S 9.3 F j B Ge �g o Q F=1 103.97 2� 5. .0 O I II w DF 9.3 0 2' 2� 0. \' 0• V o L_ F a 02 8 0 5. .0 0 p o I FL_ B X29 o DF 0 0 2 O o 0 rn n 8 ;o 4 G'� u� �6 2 L 19 O 23 22 =1 104.17 .4' a 2AR ori `; '� f` ' .0 D ;,, o po -�. . _ _.. . .. GF � 0.1' � � ,�b PLAN 4A PLAN o r DF PLAN 3BR o �, I O 0 ti9 ,0 0 24 of co PLAN 4BR 02 PLAN 2C F FF-1102.87 0 5. Q ° �, 8.0 N F=1 103.77 '` = FF=1 103.17 PAD=1 102.2 FF=1 102.67 L� 9 FL 2•s F ;0 25 `° PLAN 2B F FF 1 103.57 9 PAD= �'� PAD=1 102.0 So 'Ge o.3' a 01• ,PAD=1 103.1 01F� 1102.5 o F I pF p° 3' FF=1 104.17 F O,tik PAD=1 102.9 O?4 r PLAN 3AR o� DF 03.5 ° F� 5• PAD=1 1 ? I FF=1104.47 0�9 9 ° N ,�• 0 3 ` PAD=1103.8 N o ' =1104.57 Off'�. r o 0`1'Q`' N N Q, `� o�,4V .rQ o �F 1033 k 26 0,3.2 �Q' 04 4 .zQ' �' -�? ,oti - 022 2.0 Ce- PLAN PLAN 1 B °32 o 0'S �•�► % ° �' 3 h m ' `�' �� O�•F 2.9 O�QG 00' �C S O Q 50.00' C 60.00' F 0 3 (� 3 FL •5• Q r �► F 50 'c 4 0'2 FF=1 104.67 ° ��a; � o�'�G 9 DF 5 03 50.06' 50.00 �+ 50.00 55.00' +o 1Q 'S' G 'S f .00' 50.00 00 PAD=1104.0 •8 O FF 50.06' F�' 3, 5.00 50 2:1 SLOPE o 57.0 f �♦ �, o F 5o.os Fc 27 ` � 93.17' 00 PSN 4C 8.3 2:1 SLOPE 36 ' FF 1105.07 °3e n 35 104.4 03 �' 34 D=1099.9 PAD=1 100.1 6 PAD=1 F4 t o'�•� 32 33 PA L N � PAD=1099.2 PAD=1099.4 PAD=1099.6 �----- " 0 31 ° PAD=1099.0 � r � FLS O� FG 39 00, m 1r f Ob`FG 48.50 rn / 87.50' r ; j�0 00 co r3 � 30 CL PAD=1098.7 0 GRAPHIC SCALE ooE Underground IN FEET ) � Service Alert zo 0 10 20 40 so 0 of Southern California cv COM: TOLL FREE `�' .- 1 " -- 20' 422-4133 z TWO WORKING DAYS BEFORE YOU DIG L D 9 9--214 G R Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE �y The Keith Cvmpaniesl! � CITY OF TEMECULA �7 Contractor Q E D Inimd Empire Division 1 =20 Drawing No. acto ,` �� PROFILE RECOMMENDED BY: DATE: ���� DEPARTMENT OF PUBLIC WORKS �, 0 LE SCALE Inspector rhe A. Lenfesteq 22t1l90 Cactus Arerm Sift X0 NNO *by, a 9M-9024 (909) OW-0234 NA 00 Nv. 4b9zQ ACCEPTED BY: DATE: � PRECISE GRADING PLANS Date SEE SHEET 1 � Completed Ezp.12-31-02 \� Pans Prepared Under Supervision lOf DEONALD J. �ARKS PUTY DIRECTOR OF PUBLIC WORKS PHASE 8 TRACT N0. 24182-'2 � Date ��! 414q DRAWN BY: LD Gly CA��F GE G A. F DESIGN BY: CG - LD PASEO DEL SOL R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C•E No. 19744 Expires 9/30 01 LOTS 16 THRU 37 Sheet 2 of 2