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HomeMy WebLinkAboutTract Map 29798-8 Lot 44-48 Precise Grading i GRADING NOTES GRADING NOTES (cont. ) 4 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA 22• APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT P ` LAN BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING �,� �- PERMIT FOR CONSTRUCTION ACTIVITIES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE r► PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 29798=8 44=48 9� -1• �g REDHAWK PKWY 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. � �s �F.�� pQ' DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 23. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT DEEP AND BE CONSTRUCTED A v P� MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHAM IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIFIES CITY O TEMECULA, AL1F RNIAACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPERo�� WOLF VALLEY ROAD P "SLO E AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ?!� PER FOOT FORA MINIMUM OF 3 FEET. IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE � pECy� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. MODELCOMPLEX 7 ��� TR. 29305-1 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL �� RAINBOW CANYON GRADED SLOPS OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED ROAD AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. `= + 44 ROUND OFT 1 " MIN. ABOVE PAD ELEV. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CML _ + 0 100 VICINITY MAP ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL 2140 m ' PA 5' FILLS HAVE BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 42 ° '� 14021 ' _ + + '1' NO SCALE REPORT FOR ALL FILLS OVER 1 DEEP. low ,� +° , 1061.0 47 6. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND '° ' low MP IdT3 HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. PAVING NOTES ,4 37 ,19 ODEL M PLE IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE +0+-4 100.8d FOR REAR YARD SLOPES GREATER TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR ,w.9 ,� NNW1° � ► SHEET 2 THAN 5' IN VERTICAL HEIGHT SUPPORT. 1. MINIMUM PARKING LOT GRADE SHALL BE 1.00% loomIm 7. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 0 +101.9 lom 47 +a'�+ SECT10N A-A WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN1 A7 + 1030 N 0 SCALE 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 13 � ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE SURFACES PRIOR TO PLACEMENT OF PAVING. , 100" BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION ' Su, 108" 13 OF CUT/FILL SLOPES. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN IOLI �o ,0A 1a�,,� + FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT ,a,,,, ,a.cis ,�,,,� P/L , 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER • S MIN. 3 MIN. FOOT. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, �, s 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. INDEX MAP 3' MIN. 2' MIN. 2' MIN. 3' MIN. PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC. DATED 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 4SCALE 1 -= 20O' SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR MUDSILL SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ALL WORK WITHIN CITY RIGHT-OF-WAY. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF UPPER PAD PUBLIC WORKS, ONE INSPECTION AT SUB--GRADE COMPLETION, AT MUDSILL 10. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. .4 4f SVEWNX 4, :� 6"MIN. WISHED SURFACE HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS --- -- LOWER PAD INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE T--- o LOT. PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING FL CF WE Itr WTAU RL!MO'VAM PM s MIN, UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT 909 694-6411. INV�a ( ) EV 4'PFR PMC s"MIN. e PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 PLAN 21%�MAX. 11. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 2% MIN. PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION LEGEND R � Lar3w 4 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY AND A PLACEMENT OF ASPHALT PAVING. 21 x MAX. DURING THE GRADING PHASE. F.S. FINISH SURFACE Q� �ylp SLOPE VARIES LIMITED _ 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE a"T �E�) FEDUCet 2:1 MAx. 12. BUT SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER T.C. TOP OF CURB 2.1 SLOPEEIEVATION S WHERE APPLIICABLE GRO NDCOVER LTR ES DSHRU SN OR A COMBINATION I THEREOFGIN AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN F.L. FLOW UNE ELEVATION PAD--1200.1 PAD ELEVATION NO SCALE SECTION B-B ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. INV. INVERT F.F. FINISH FLOOR NO SCALE SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE T G TOP OF GRATE WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR G.F. GARAGE FLOOR I.E. INLET ELEVATION �����°� Pusnc 'IOM 13. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE -----�- TRACT BOUNDARY Ir Imo. Comm W►�. "QUICK JOW aR VWVAuW METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY s' MIN. P HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS 1234.0 SURFACE DRAIN F � DAYLIGHT LINE MUDSILL IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE F.L. FLOW UNE ELEVATION 3 MIN. 2 MIN. FINISHED SURFACE TERRAIN MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL �� � CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL EXISTING CONTOURS � i t � •� ' SUPPORT. A REGISTERED CML ENGINEER, SOIL ENGINEER, OR ENGINEERING BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS G.B. GRADE BREAK GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PROPOSED CONTOURS PUBLIC WORKS. (IM) BACKWATER VALVE 2 DETAIL NUMBER 14. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION WATER SERVICE 3 SHEET DETAIL SHOWN p A STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS -- 6MIN. SLOPE VARIES PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION DURING CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. Q SEWER SERVICE STREET/ POST LIGHT:HADCO "OLD WORLD" -- 1 2:1 MAX. GRADING OPERATIONS. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES STREET LIGHT • PATH LIGHT: HADCO #RL3-G VERDE PRIVATE__DRAIN__THROUGH CURB DETAIL ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A NO SCALE 15. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. FIRE HYDRANT z�zMIN. s" 16. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND RETAINING WALL MIN. REGISTERED SCIVIL ENGISHALL ER BE SOILB ENG NEER ORD TO E ENGBNEERING GEOLOGIST LIC WORKS FOR CUTENT BY BENCHMARK: '■�■�` DECORATIVE WALL "� N SEc a C-C AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. T.W. TOP OF WALL 40.0 40.0' 40.0' NO SCALE 17. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT COUNTY OF RIVERSIDE B.M. NO. T-46-81 RESET 1997 T.F. TOP OF FOOTING CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. ® ®® REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT./ EN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE CONSTRUMION NOTES ccs ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q THE ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE 1 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL 81 TONS SANTA GERTRUDIS CREEK 55.5' E'LY OF THE C.L. OF 18. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA CONCRETE SIDEWALK PER C.O.T. STD. DWG. N0. 401. SEE LANDSCAPE 538 SF REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. ARCHITECT'S PLAN FOR ADDITIONAL INFORMATION PLAN I PLAN 2 EPLAN 3 STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 3Q 4" PVC SDR-35 DRAIN PIPE 400 LF 74.67' 59.5' 72.16' ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF ELEVATION: 1097.163 4� 4" AREA DRAIN 10 EA. APPLICABLE. 19. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SOILS ENGINEER Q 6" AC DIKES PER STD DWG No. 214 48 LF I GAR GAR SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL © SIDEWALK UNDERDRAIN PER DETAIL HEREON 30 LF GAR BE PERMITTED. PACIFIC SOILS ENGINEERING INC. CONCRETE WHEEL STOP 11 EA 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 7715 CONVOY COURT COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SAN DIEGO CA 92111 858-560-1713 BUILDING FOOTPRINTS 21. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK 858-560--0380 FAX UNDERGROUND STRUCTURES SCALE 1" = 30' . WITHIN A PUBLIC RIGHT--OF-WAY. NOTIFICATIONS SHEET INOM, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS PRIVATE ENGINEER'S NOTICE ,IQ THE OONTRAAND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 SH. 1 TITLE SHEET AND INDEX MAP APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: SH. 2 PRECISE GRADING PLAN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME UABIUTY AND OWNER,.ZDEVELOPER. LnVDERGROUND SERIACE ALERT STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING OM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) fi94-fi411 FR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PA04-0291 LR CALL TOLL FREE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT STANDARD PACIFIC HOMES CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE BASIS OF 13EARING, 255 EAST RINCON ST., SUITE 200 BUILDING AND SAFETY 1-800-227-2600 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CORONA, CA 92879--1330 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE BEING NORTHEASTERLY LINE OF LOT II AS SHOWN ON 909---372-8500 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TRACT NO.29305-1 MB, 360/65-78 AS N 5213146"W APPROVED: 7 TWO WORKING DAYS BEFORE YOU DIG I CONCERNED BEFORE STARTING WORK. NAME DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE �a°FEss/o r7,Hall & Foreman, Inc. RECOMMENDED BY: DATE: /� Drawin No. �a - l Engineering-Surveying-Planning-Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS T-46-81 FROM THE INT. OF RANCHO CALIFORNIA ROAD AND FRONT � CONTRACTOR STREET, 1.7 MILES NW ON FRONT STREET/JEFFERSON AVE. TO THE HORIZONTAL "`" �Q X13 "�' P°'* ° ' t«r , Co. srz�o Iro. t ss26 Ph. W9 676-6n6 Fax.M M-1M ACCEPTED BY: • 2*10 INT. OF JEFFERSON AVE. AND WINCHESTER (HWY 79), 2.0 MILES NE v DAA' PRECISE GRADING PLAN AS SHOWN w Or. 6-30-� � PREPARED BY• DEPUTY DIRECTOR OF PUBLIC WORKS INSPECTOR ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE TOCALOTA * RONALD J. PARKS TR. 29798--8, LOTS 44-48 CREEK AND SANTA GERTRUDIS CREEK FORK, IN THE SE WING WALL, ��� ' �t :•:� 6 SE OF COR OF BRIDGE ABUTMENT 3 E OF STEEL GUARD RAI r •. • L• of ``� FRED W. DOERGES DA -:•tss�-- DATE COMPLETED 19 N OF TELEPHONE SERVICE BOX. ELEV. 1091.074 CA R.C.E. No. 16526 EXP. DATE 6-30- R.C.E. No. 19744 EXPIRES 9/30/05 TITLE SHEET SH T. 1 OF 2 J.N. 34001 \DWG. 34012401 06/14/04 Ar P 1 HIGH POINT = PAD XV L TR . 29798 ELEVATION-0.2 MIN. N A - PA­s, 0 1 � �. e ~ 1 ��• L=12.60' L=76.799 5 5' 5' G' •D r 48.46' PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. 50.00 10.00 4b Cd Cj zi C 11 c s� ,� s 42.00 0 9 c 'r 1073.00 1077.26 r r i > TC TC B B w 1077.63 0 TC 1063.92 WAY cvABY. WALL --. z ao z MP.I,. TC ~ - �o* PA R/W TG N --, N 71 N7 1067.87 TC No G TYP* SIDEYAR D D RAI NAG E �- TC - �- L=33- L=45.58 - h SEPARATE PERMIT 39'1 . 5.2 N 0 SCALE � ,� WALE 52. eK 5x' c 52.57' 73.7 4 6 ._`_ FG 44 10.72' 4 FG \75.2 10 5.0 75.25 89.3 46.21 2:1 SLOPE 73.7 45 FG FS- " t Gj 3 o 75.00 N 75.35 � 5' MIN. �� FS 71.2 1071.0 -H FG 75.19 8 FS 75.11 FS FS POINT �) �%. }I G 70.8 T.G. FLdc HP 1073.1 - FS (79.1) PAD ELEVATION-0.2 � N 69. 8 FL. 72.00 TW FLdc HP FG LOT NUMBER 123 z •� vi 70.5 T.G. s• 70.00 TF 9.3 0.60 TW 69.5 FL. 74.99 MAX. .G. FS 7.93 TF 4 �'� 74.00 TW �� y:.� 1 FS Zx � 1 1258.2 PAD ELEVATION ,. " 63 OD �' DEEPENED FOOTING 0 W N Q 3 cv 69. 6 TW 1 X 1 7 FG n � N -t� --.1 PER PLAN PAD=1258.9 FINISH FLOOR ELEVATION N .-•I N OD .& �: 7. 6 TF l ' 6" ABOVE PAD ELEVATION) n � co 41 lit 72.6 t 4 1 g HP 1 4 ..- co 5' MIN. FF=1259.40 FL�' � � - X 0$ ELEVATION TYPE 3 71.27 r .�- 73.67 � 4 MI 4B R � - 6 - � FS FS 4 - 74.73 � co N (A 71.27 70.8 FL 0.0 73.67 'as v LENGTH OF DEEPENED 1��s MODEL TYPE 0 O n - Qt. y' - N FS D.F. FS l I �- ---__� 00 UD FOOTING (D.F.) x 1 cV W 69.27 �, G Wp`L�' 0.2 0.1 1075.6 o^ N G FS �N1N E D.F. D.F. ENHANCED ELEVATION _jN 5 PER PLAN 69.27 R R sol - 72.7 �+R , �• NI PROPERTY LINE 3 pE \.� FL GF=123s.9Q w AL P�R 7 4 74.78 TC FS L M ,1 RETAINING WALL, � r N1NG 4 � �1p 5 �� � �,.. WHEN REQUIRED, p R�TAI SEPA�p,1E 0.0 .l �® a, F� X1073. 6 $' $ ' tO• 74. 2 74.41 BY SEPARATE PERMIT ob . i2s�g GARAGE FLOOR ELEVATION W PSR R D.F. `b "`� ® P� 73.5 F FS X1071.77 F `'� [� w 3 X1069. 70.10 T. .7 FT _1071'1 G �• 4,1? T� T.G.FF-1 P►D 72.2 T.G. 0.50 x- z �� QO �1 68.90 FL P 5' IR 73.62 FS P N� �4 RIGHT-OF-WAY a 66 ,p0 FL P� 68.5 71.2 FL D.F. OD h eo.so tea' FL 73.50 073.6 f'_.- 73.12 .. FS cuRe rn � � 0.00 7, .27 cjr 71.27 0.5 4 � GF� � -� � - 72.6 � �..." "t 3 6 N D.F. GF X1069 rn FS D.F. 7 4. ..,":�� _. L=52.17 FS N 68: w G X1071• U ® r F' LOT ti TYP• 1068.2 r P . 4 0.5 fir' 3 , "f �� n NO SCALE FLdc HP D.F. 0.7 D.F. .0T � • - • : �• :.� o. 1072.9s FOOTING TO BE DEEPENED �V` �'S .6 TW y 7D TC ,ter� • 1 ' 69.60 T. �,. �T 7 >> FF ELEV. y TF 68.40 FL f -� y_ 1.32 �+ . VARIES 6" MIN. TO �� O� r 49 69.27* : .. � - � FS G' 216 F 2 a \ + 3 6" + EXTRA DEPTH FOOTING -D O� a ',� FS �, 3 • iN r%� 6 • � 7 `� _ D -� 7 3.12 1073.52 1 PER PLAN, MAX. LENGTH OF 2 9.2 to 6 W_ N 10 PAD ELEV. 2g DEEPENED FOOTING (D.F.) - �� " g • M ' r 94 1071.41 R\N� TC 49 �.w X32• TC „ SEWER • g N •mss • 65. ai C� CD co r � 12" MIN. � 4� � s 54 � OPEN `° 6 � � � 1073.35 SPACE n a. % o o v I o V� TC Cd to NOTE-THE EXPOSED PORTION OF THE DEEPENED FOOTING CO N STR U CTI 0 N NOTES 8 P4. S 1 M '` �°$ap `O o •, A-��R �" SHALL BE FORMED. �a � co 3 ASPHALT PAVNG OVER COMPACTED NATIVE SOIL6.5 TYP, EXTRA DEPTH FOOTING 08 NO M g W `313 SCALE Q CONCRETE SIDEWALK PER STD. DWG NO.401 '� `-� o� 06 ,35 1071.44 SEE LANSCAPE ARCHITECTS PLAN FOR ADI11ONAL 1 C TC 0 INFORMATION. 3 4" PVC SDE--35 DRAIN PIPE •� `O �` 6' 1 �' 1 �` 't 0 o z Q4 4" AREA DRAIN27 � Li 0% Q 6" A.C. DIKES PER STD DWG No. 214 �+ p6g��' L=24.35 50.00 1— 2>' ��� Q SIDEWALK UNDERDRAIN PER DETAIL SHEET 1 �►� 'r� \ TG 5A•a6' CD �� 9" FINISH FLOOR �Q� Q CONCRETE WHEEL STOP L=4.03 Lli 29 Ml � MIN. ® INSTALL ADA COMPLIANT HAND RAIL cTo s'0 Q 1 G } °. •DO. '� Q LIL " '4 FILL DISPOSAL '1 m 2 SANDJ 28 G �, PAD GRADE � a j j a 0 41. ,FOUNDATION CONSTRUCTION SECTION sem. NO SCALE OP 20' 40' 60' Boo *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* SCALE: 1 " = 20' PA04-0291 LD04- 104GR UNDERGROUND SERVICE ALERT DATE BY DATE ACC'D BENCHMARK SCALE �aoF Ess�oN, 4, ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: ���1 DrawingNo. HORIzoNT�L �� Engineering-Surveying-Planning-Landscape Architecture CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS C= CAW' TOLL FREE SEE SHEET N0. 1 ��� �`� 43513111101p � �,s�a r«nm,w, cd. 92My 0 7/�¢ aPh. s 676-676 Fax-909 No. 1es2a ACCEPTED BY. DATE � PRECISE GRADING P S SHOWN EP. a-3o-os 1_800_�7_2� PREPARED BY: n1� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT No. 2 VER'TK'.AL 7rf► CIVIL �p RED DOERGES A ,r . :' MODEL COMPLEX TWO WORKING DAYS BEFORE YOU DIG OF CR.C.E.No. 16526 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05 a mod LOTS 44-48 SHT. 2 OF 2 J.N. 34001 34012402 PH 1 06/14/04