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HomeMy WebLinkAboutLot 1-7, 45-57 - Precise Grading B D CIS G _ ADING D LA D LO PLA -LEGEND Qz FIRE HYDRANT Coo Ma Q~•J. �N V ¢ LSSTREET LIGHT _R 0 W 0 0 D RETAINING WALL (BY SEPARATE PERMIT) 5 wo Qz (TEME U HILLS , UNIT NO ., 4 — TEMECULA TRACT NO . 23371 — 4 CD Q = �� w � �N MODEL DESIGNATOR CAC� a 21YIINISH FLOOR = MSA( I35' AD ELEV. + 0B.7' I FINISH PAD ELEVATION 175.5 5' 5' MIN. �U 35' A q o I 40' FINISH FLOOR ELEVATION F.F. BLDG. TYPE `��?� 23 24 25 2s 27 GARAGE FLOOR ELEVATION G.F. ��Qv 20 21 22 z PAD ELEV. z c�,�• 19 IVE `O HIGH POINT HP Hca 1 e N D R "n rn co �n 18 p'� 0 33 292 CO17 p 2e � 3 ° FLOW LINE FL 15 35 34 ��O 32 1 tt 55_Q 14 3736 �� 31 LO FINISH SURFACE FS 13 38 66 30 TOP OF WALL TW >11 65 �. 0 12 39 64 �� w,q 0 u I 11 40 s3 �� 67 Y Oo TOP OF FOOTING TF I � C © C I 10 41 62 105 -^ �c a 42 61 69 se 106 107 DIRECTION OF DRAINAGE GARAGE FLR.= 8 PAD ELEV.+0.2' rf. 43 60 70 toe �, 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) 44 59 71 73 4 75 109 f 72 76 110 y — f � £,q SIDEWALK UNDERDRAIN PIPE (SDRSD D 27) G 83 77 111 35' /r ;q�'"° , f,. ,` � 82 81 80 79 78 112 ��` �. 35' 3" DIA SMOOTH WALL PVC DRAINAGE PIPE g C) 91 84 113 35' 85 9 92 ,Qo AREA DRAIN BOX WITH GRATE m R/W °'•' `" 86 0 114 89 '4 O 104 P(jr r£R 93 115 YARD DRAIN CLEAN—OUT 000 SIDEWALK S�, ,,fir 103102 CIRCLE 94 116 3ALT 4 5 � Q 'Q��C ' 101 10099 98 97 96 95 117 ,rUi t� 118 N N N oD 119 2 8' a n LO TYPICAL LOT GRADING ��``` , GRADING NOTES SCALE 1"-15' ��P i0 INDEX MAP o 3-CAR 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS N.T.S. N GARAGE 00 AMENDED BY ORDINANCE NO. 93--04 ADOPTED BY THE CITY OF TEMECULA. 00 0611 E3 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17*. 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 LINDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL ILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. SETBACK 4. A FINAL COMPACTION REPORT LL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PER PLAN HOUSE TYPES 5' MIN. 5. THE CONTRACTOR SHALL NOTIF� THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN R ( , ADVANCE REQUESTING FINISH LCAT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 1 MIN. (SEE ARCHITECTURAL DRAWINGS FOR COMPLETE Q 1' MIN. I FOUNDATION PLANS & DETAILS) MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 3' MIN. � 3' MIN. R FINISH FLOOR 2� M� 2qa MIN. FINISH FLOOR N PHONE: 909 694-6411 Z 7 Ylo, Mqk l 21 AX PAD ELEV. BLDG. DISTANCE VARIES 40 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. PAD ELEV. 8„ -L 8„ 1°' �` 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 6" MIN. '` Q.• THAN 1.14" PER FOOT FOR A MINIMUM OF 3 FEET. A 10' `ti �SE �,,TION — A FINISH FLOOR �`,� SE' SITE 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MIN. �� > COMMENCEMENT OF ANY CONSTRUCTION/GRADING. s N.T.S. ,LPAD ELEV. „� 10 1% MSN• o� s� If, 9, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 8 S� MSN' 5qo MAX• A ESTIMATE OF GRADING QUANTITIES APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS M,4X r, 7 OR OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE .� AL�FpRNI PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW CUT: 500 C . Y . AND APPROVAL. d �9 •. 500 C . Y .� I LL10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED SECTION13 - 13 UV OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. SETBACK PER PLAN SETBACK PER PLA N.T.S. 11. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT R oti = O 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, 3' MIN. VARIES 2' 3' MIN. ASSESSOR ' S PARCEL NOS . SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; MIN. 20/ MICOMBINATIONS, 15 ON CENTER. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE ..1 21 q° '19 953-300--044 THROUGH 050 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. FINISH FLOOR ST WA`s 953-300-053 THROUGH 058 CHAPTER 10.R. � M/N• S�OE VARIES L899 953-300-060 THROUGH 066 MAx •1 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING PAD ELEV. ti' 8„ 6 MIN. A WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT R� REQUIREMENTS. ' BENCHMARK DESCRIPTION .ALTERNATIVE13. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL -FINISH FLOOR — — — VICINITY 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 M COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH N.T.S. 8" NO SCALE LOCATION: NW CORNER OF INTERSECTION OF RANCHO CALIFORNIA ROAD CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 1') PAD ELEV. WITH MARGARITA ROAD, 1.0' EAST OF A 7.0' HIGH C.L. 21X Mq FENCE, 40.0' NORTH OF A PP (NO NUMBER), 94.0' NORTH " X. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. DEPTH OF DEEPENED LEGAL DESCRIPTION. RECORDS FROM: COUNTY OF RIVERSIDE B.M. T-29-81 OWNER DEVELOPER Underground Service Alert FOOTING PER PLANUDC HOMES, INC. FG LOTS 1 THROUGH 7 AND LOTS 45 THROUGH 57 ELEVATION: 1128.410 DATUM: M.S.L. 11512 EL CAMINO REAL Call: TOLL FREE OF TEMECULA TRACT NO. 23371 --4, ACCORDING TO MAP THEREOF RECORDED IN BOOK 223 OF SUITE 110 1 -800 CROSBY Engineers ■ Planners Surveyors SECTION C - C MAPS, AT PAGES 1 THROUGH 9 INCLUSIVE, _ SAN DIEGO, CALIFORNIA 92130---2845 MEAD 5850 El Camino Real, suite 200 IN THE OFFICE OF THE COUNTY RECORDER OF TELEPHONE: (619) 794-3500 422-4133 BENTON Carlsbad, California 92008 N.T.S. 00 (760) 438 1210 RIVERSIDE COUNTY. FAX: (619) 794-3501 TWO WORKING DAYS BEFORE YOU DIG LD98 - 019GR CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SCALE SEALS �oC17 Designed By Drawn By Checked By Drawing No. �e W "q� RECOMMENDED BYl DATES CITY [IF T DEPARTMENT OF PUBLIC WORKS Contractor A- ?��R �'Q �� Horiz©ntal W'T QGs m Plans Prepare Under Supervision Of 3 Z g PRECISE GRADING PLANS/PLOT PLANS No. 30958 Yt DATES 4' q Inspector VARIES a LE,�, �3,_2�o� � D ACCEPTED B SEE ABOVE Date 3-1.3-dib PRINCIPAE ENGINEER, FOR CITY ENGINEER IRONWOOD 11 PHASE 1 � �� Cohpteted Vertical w�T� CIV 1�- �� Alexander W. Urquhart RJ. PARKS RONALD TEMEKU HILLS, UNIT NO. 4 TEMECULA TRACT 23371-4 N.A. °F cr►��F P,E, No, C 30958 Expires March 31, 2000 R.C.E. 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LA- -,��O S _ 1207.5 c� TJ r J r LA- CN >/�tl ; 1.LP5.4 Underground Service Alert 1 11 Or �� DF = 0.2� , ,1 , r ' ' Call: TOLL FREE �`�' 0 20 40 60 80 CRO19BY Engineers Planners Surveyors M� 1 -800 IW E A D 5650 El Camino Real, Suite 200 422-4133 B N T O N Carlsbad, California 92008 ~y do ls!lOQIATM (760) 438 - 1210 83, TWO WORKING DAYS BEFORE YOU DIG LD98 - 019GR CONSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SCALE SEALoFEssioN Designed By Drawn By Checked By Drawing No, o a w q� RECOMMENDED BYt DATEt CITY ❑ E T E M E C U L A DEPARTMENT OF PUBLIC WORKS Contractor P �, Horizontal � G - Plans Prepared Under Supervision Of w No. 30958y ^ p p , �.., _ 3 Z� �►B PRECISE GRADING PLANS PLOT PLANS Inspector 1 "=20' a Ar,p. 3-31-2000 ACCEPTED BY DATEt "� SEE SHEET Date 3-13-cI S PRINCIPAL ENGINEER, FOR CITY ENGINEER IRONWOOD I I �` PHASE 1 Vertical * RONALD J. PARKS TEMEKU HILLS UNIT N0. 4 - TEMECULA TRACT 23371 -4 b� coppletel s�'� 0►v j\- �,�� Alexander W. Urquhart N.A. °F CAL P•E, No. C 30958 Expires March 31, 2000 R.C.E. No. 19744 Expires 9/30/01 LOTS 1 THROUGH 7 AND 45 THROUGH 57 Sheet 2 of 2 IW-P1-S2 3-13-98