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HomeMy WebLinkAboutLot 58-62,70-83 - Precise Grading B RECISE G _ ADING D LAN / D LOT P LA LEGEND W az Q FIRE HYDRANT 1�4 Q�J• Ln z STREET LIGHT •� �`� c RETAINING WALL (BY SEPARATE PERMIT) RONWOOD S 3 5 a- Q= TEME U HILLS UNIT NO . 4 - TEMECULA TRACT NO . 23371 - 4 UJO MM / 1 \ o x MODEL DESIGNATOR r W(n Lo N 1% Q 21% I 35' I I A FINISH FLOOR = AX I I PAD ELEV. + 0B.7' I FINISH PAD ELEVATION �55 5' 5' MIN. 35' A A �� 40' FINISH FLOOR ELEVATION F.F. 0 /BLDG. TYPE `�°�� 24 25 26 27 GARAGE FLOOR ELEVATION G.F. �' 23 Qom' 21 22 a PAD ELEV. zoo 1s 20 DRIVE `° HIGH POINT HP �c18 LOco p p,� 33 2 !-•. 16 O 29 28 w 3 ° FLOW LINE FL 15 V 35 34 fit^ to to 32 0z-4* 14 36 00 31 ,`n FINISH SURFACE FS 37 13 38 66 30 TOP OF WALL TW X 65 Ali 0 12 39 64 �� w,q - -0000 I � �- C I 11 � � s3 �J� s7 105 Y � � � TOP OF FOOTING TF © I 10 41 f , ,/ Q� 68 106 --- -n 9 42 1✓' , 107 DIRECTION OF DRAINAGE GARAGE FLR.=, 8 �, ,V � s9 f PAD ELEV.+0.2 43 r, ,f, 108 7 � % , , 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) 44 ✓ {,'" �'✓� 109 X6 45 , W 5 ',�f� ,� ` fi : �r. 110 y SIDEWALK UNDERDRAIN PIPE (SDRSD D-27) 46 $ a 4 47 57 / F''f; R / 111 m I 35' o 3 a° -�;, " ' ; r ' !', ��` 35' 3" DIA SMOOTH WALL PVC DRAINAGE PIPE 0 2 JPO- 49 48 56 �<v /J;f : ir' 112 f o 1 55 84 91 113 35' AREA DRAIN BOX WITH GRATE ■ R/W � 50 54 85 86 87 90 92 114 �q � 53 � 88 89 O ��`' 104 PUTTER 93 115 YARD DRAIN CLEAN—OUT 13CO V� SIDEWALK S� 52 p� 103 102CIRCLE 94 116 3ALT 4 5 117 �J q 51 101 100 99 98 97 96 95 118 L i� P 119 �� N ttoo 00 LO TYPICAL LOT GRADING GRADING NOTES P� SCALE 1"=15' INDEX MAP 0 3—CAR 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS N.T.S. N GARAGE - 14- 00 AMENDED BY ORDINANCE NO. 93-04 ADOPTED BY THE CITY OF TEMECULA. qd- c6 13 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 ya 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 R (SEE ARCHITECTURAL DRAWINGS FOR COMPLETE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 1' MIN. 1' MIN. I FOUNDATION PLANS & DETAILS) MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 3' MIN. 3' MIN. R PHONE: 909 694-6411 FINISH FLOOR 2y M� 2-%p MSN. FINISH FLOOR 2190 Mqk l '21 0" VARIES �� 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. PAD ELEV. " �•. �L PAD ELEV. BLDG. Q' 8 8" 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN fi" MIN. Q�• THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 10' `V 5SITE SECTION A - A FINISH FLOORMIN. �,� 8. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ��s �� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. r ' N.T.S. PAD ELEV. ", 2y 1% MIN, �� s� ��pr 9, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE L. 59' ON. 5�o MAX• � A ESTIMATE OF GRADING QUANTITIES APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS 141Ak oR OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE .� FORNI PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW CUT: 475 C . Y . AND APPROVAL. 9�9 FILL: 475 C . Y .Y 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED SECTION 13 - 13 ���' OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. SETBACK PER PLAN ISETBACK PER PLA N.T.S. o s y0 11. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT s 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. 2%, 0\ COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE .1 2ArAX * (r -79 953--290-010 THROUGH 014 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. FINISH FLOOR " / Sr WP's 953-300-010 THROUGH 022 CHAPTER 10.R. /ol2y &,p. S�-°P� VARIES 8 �� N� 953-300-051 219° MAX, Z•IN " 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING PAD ELEV. L8" 6 MIN. R A WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT REQUIREMENTS. ALTERNATIVE BENCHMARK DESCRIPTION. 1 UT LOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL 3 C S Q L Q A - A _FINISH FLOOR _ _ _ VICINITY MAP DESCRIPTION: 2.5" BRASS DISK IN CONCRETE CYLINDER TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND SECTION — — 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. 8"' 21$' MAX FENCE, 40.0' NORTH OF A PP (NO NUMBER), 94.0' NORTH OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. OWNER / DEVELOPER DEPTH of DEEPENED LEGAL DESCRIPTION RECORDS FROM: COUNTY OF RIVERSIDE B.M. T-29-81 Underground Service Alert FOOTING PER PLAN UDC HOMES, INC. FG LOTS 58 THROUGH 62 AND LOTS 70 THROUGH ELEVATION: 1128.410 DATUM: M.S.L. 83 OF TEMECULA TRACT N0. 23371 --4 11512 EL CAMINO REAL Call: TOLL FREE ACCORDING TO MAP THEREOF RECORDED IN SUITE 110 CROSBY Engineers • Planners Surveyors BOOK 223 OF MAPS, AT PAGES 1 THROUGH 9 SAN DIEGO, CALIFORNIA 92130---2845 1 -800 SECTION C - C of MEAD 5650 El Camino Real, suite 200 INCLUSIVEI N THE OFFICE OFTH E COUNTY TELEPHONE: (619) 794-3500 422-4133 B E N T O N Carlsbad, California 92008 N.T.S. ' &zieeoo=.aT�s (760) 438 - 1210 RECORDER OF RIVERSIDE COUNTY. FAX: (619) 794--3501 TWO WORKING DAYS BEFORE YOU DIG LD98 - 020GR C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SCALE SEAL= GFESS�p Designed By Drawn By Checked By Drawing No, W "q� RECOMMENDED BY: DATE: CITY [IF T DEPARTMENT OF PUBLIC WORKS Contractor ,��� 2��c-R V'Q Fy0.1 Horizontal QGy Plans Prepared Under Supervision Of PRECISE GRADING PLANS/PLOT PLANS W _, No. 30,958 ACCEPTED BY: DATE: Inspector SEE ABOVE VARIES M AExp. 3-31-2000'i (2 Date 3-/-3-'?S PRINCIPAL ENGINEER, FOR CITY ENGINEER IRONWOOD I I PHASE 3 � �� Ca+p�e�ed Vertical "'%P C1V1L �� Alexander W, Urquhart RONALD J. PARKS — — TEMEKU HILLS, UNIT N0. y4 TEMECULA TRACT 23371 4 N.A. OF c���F P.E. No, C 30958 Expires March 31, 2000 R.C.E. No. 19744 Expires 9/30/01 LOTS 58 THROUGH 62 AND 70 THROUGH 83 Sheet 1 of 2 P-P3-SI.DWG PLOT DATE: 3-13-98 w 1213. � ! ! , � •... .__ .... •yy -------------------------- 419 \ I , '/ ,!! fJ - L- _---_ - --.__ -__.19, F .y yy yy � � ► yyyy rs 191 qD do. 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PARKS Date Alexander W. Urquhart N.A. OF C \Fd ' P,E, No, C 30958 Expires March R.C.E. No. 19744 9/30/01 TEMEKU HILLS, UNIT NO. 4 - TEMECULA TRACT 23371-•-4 p s c 31, 2000 Expires LOTS 58-62 AND 70-83 Sheet 2 of 2 IW-P3-S2 3-13-98