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HomeMy WebLinkAboutLot 84-104 - Precise Grading LEGEND B PRECISE GrN DING PLAN W k I FIRE HYDRANT boo Xcr_ a? Q MM �> Bi QA N U Uj STREET LIGHT RETAINING WALL (BY SEPARATE PERMIT) 5 a_ w (TEMEKU HILLS , UNIT N0 .9 4 — TEMECULA TRACT N0 . 23371 - 4) , LZI L) z MODEL DESIGNATOR o w 1% � Q `"`� 21 y ' –�•I I 35 I A FINISH FLOOR = AX I I PAD ELEV. + 00.7' I FINISH PAD ELEVATION 175.5 5' 5' MIN. 35' �ffwA A �_� 40. FINISH FLOOR ELEVATION F.F. D LOT P LA RONWOOD S 2 0 /BLDG. TYPE �o�� 22 23 24 25 26 27 GARAGE FLOOR ELEVATION G.F. z PAD ELEV. _ 19 20 21 cO HIGH POINT HP � 0 18 DRIVE ,n rn p� 17 ��0� 33 28 co � 3 ° FLOW LINE FL T— p P` 29 1 2 1516 35 34 fit^ 32 0 w o� FINISH 14 36013 SURFACE Fs 37 ss t^ 31 LO � 38 65 � 30 TOP OF WALL TW 12 39 64 �'q i• 00 TOP OF FOOTING TF I II I 11 40 63 �J�C,Q' fi7 105 y co ... ao I C © C I 10 41 62 O� 68 106 --- -� 9 42 61 107 DIRECTION OF DRAINAGE r GARAGE FLR.= , 8 s9 PAD ELEV.+0.2 7 43 60 70 74 108 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) 44 59 71 73 75 109 6 �= 45 58 £,q 72 5 76 110 ti SIDEWALK UNDERDRAIN PIPE (SDRSD D-27) 46 GL£ m bt � 4 �' 47 57 B3 82 COURT 77 111 ��� � „ 81 �. 3 DIA SMOOTH WALL PVC DRAINAGE PIPE ' 4 3 48 56 i 80 79 35► 78 !� 112 0- 5Fr ..f ` , , ,, r 113 ,P AREA DRAIN BOX WITH GRATE ■ ca cn 50 ;� ! ± �,,� ' rr 114 �O R/W 4 f:' .� , r,f f';r 115 YARD DRAIN CLEAN—OUT oco 5,g & 3ALT 4 5 SIDEWALK 51 117 �. �.• f,/ 118 N hl MM V) Cq 8 LO U') TYPICAL LOT GRADING GRADING NOTES SCALE 1"=15' INDEX MAP 0 3–CAR 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS cv GARAGE � 001 AMENDED BY ORDINANCE NO. 93-04 ADOPTED BY THE CITY OF TEMECULA. N.T.S. 00 ------- °DLj 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 19.. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. SETBACK 4. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PER PLAN HOUSE TYPES (5' MIN.) 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN (SEE ARCHITECTURAL DRAWINGS FOR COMPLETE ADVAMUSTNCE REQUESTING BE APPROVED PRIINISH LOT GRADE AND OR TO BUILDING PERMIT FINAL E INSPECTION.INSPECTION NSPECT ON FOR THIS EACHINSPECTION MI 1 N 1 MIN. FOUNDATION PLANS & DETAILS) 3' MIN. I 3' MIN. R PHONE: (909) 694-6411 FINISH FLOOR 2Z M/N Zoo MSN. FINISH FLOOR 21, MAX 21% MAX DISTANCE VARIES �� 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �•� — � "�~ PAD ELEV. BLDG. Q` - PAD ELEV. 8" 8" wN� 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 6" MIN. THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. '' ��~' SITE 10' `V ,F�F-� 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SECTION A — A FINISH FLOOR MIN '"�C, COMMENCEMENT OF ANY CONSTRUCTION/GRADING. N.T.S. PAD ELEV. oti `rte q�8 A 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE L "' 2� M1N• 1�° M'" p ''' I N G U A N T I T I E S APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS MAX ESTIMATE 0 F GRAD OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE 59' MAX 50 � � OR A`1EOPLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW CUT, 525 C . Y . AND APPROVAL. 9 F I LL: 525 C . Y . 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED SECTION 13 - 13 ��� !/t'! OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. SETBACK PER PLAN SETBACK PER PLA N.T.S. o = �� 11. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; 3 MIN. VARIES 2' 3' MIN. ASSESSOR ' S PARCEL NOS . MIN. 2�'. NII � COMBINATIONS, 15 ON CENTER. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE MAX v' �9THROUGH 043 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. I 1% 953-300-023 CHAPTER 10.R. / Sr W P►� FINISH FLOOR 2V M/N S�opF. VARIES L8" N\G� 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING 21� MAX 1\ PAD ELEV. Z' 6" MIN. R A WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT L8. O REQUIREMENTS. ALTERNATIVE BENCHMARK DESCRIPTION 13. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL DESCRIPTION: 2.5" BRASS DISK IN CONCRETE CYLINDER TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND SECTION A — A -FINISH FLOOR 8"— _ — _ VICINITY MAP COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. N.T.S. NO SCALE LOCATION: NW CORNER OF INTERSECTION OF RANCHO CALIFORNIA ROAD (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 1') PAD ELEV. WITH MARGARITA ROAD, 1.0' EAST OF A 7.0' HIGH C.L. 8"� 21y M FENCE, 40.0' NORTH OF A PP (NO NUMBER), 94.0' NORTH AX OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. OWNER / DEVELOPER DEPTH OF DEEPENED LEGAL DESCRIPTION. RECO DS R FROM: COUNTY OF RIVERSIDE B.M. T-29-81 Underground Service Alert FOOTING PER PLAN UDC HOMES, INC. 9 LOTS 84 THROUGH 104 OF TEMECULA TRACT ELEVATION: 1128.410 DATUM: M.S.L. FG 11512 EL CAMINO REAL NO. 23371 -4, ACCORDING TO MAP THEREOF Call: TOLL FREE RECORDED IN BOOK 223 OF MAPS AT PAGES SUITE 110 CROSBY Engineers • Planners surveyors 1 THROUGH 9 INCLUSIVE, IN THE OFFICE OF SAN DIEGO, CALIFORNIA 92130-2845 1 -80o SECTION C — C BEAD 5850 El Camino lZeal, suits 20o THE COUNTY RECORDER OF RIVERSIDE COUNTY TELEPHONE: (619) 794--3500 422-4133 B E N T O N Carlsbad, California 92008 N.T.S. &�eeoa1izs�lr (leo) 438 - 1210 FAX: (619) 794-3501 LD98 - 021 GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SEAL= Designed By Drawn By Checked By Drawing No, SCALE RECOMMENDED RECOMMENDED BY, DATE: 41Z111029 CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS �o y PRECISE GRADING PLANS PLOT PLANS Contractor Horizontal ; �� PG � Plans Prepared Under Supervision ❑f WO No. 30958 m ACCEPTED BY= DATE, 3 Z Inspector SEE ABOVE VARIES Exp. 3-31-2000- 111mal — - � — 1 Date 3-�3- 78IRONWOOD 11 -- PHASE 2 PRINCIPAL ENGINEER, FOR CITY ENGINEER Vertical * * RONALD J. 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Of' CAl-�F� � R,C,E. No. 19744 Ex Ires 9/30/01 P,E, No, C 30958 Expires March 31, 2000 P LOTS 84 THROUGH 104 Sheet 2 of 2 IW-P2-S2 3-13-99 \00