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HomeMy WebLinkAboutTract Map 29798-6 Lot 41-45 Precise Grading R AD I N G NOTES GRADING NOTES (cont. ) ��yGQ 22. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA � � BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR y �O APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING � Q- PERMIT FOR CONSTRUCTION ACTIVITIES. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE y T) PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TRACT NO . 29798=6 , = � ��-1- � REDHAWKPKWY2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 196. LOTS js �E O DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 23. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIESREGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIFIES CITY a TEMECULA, CALIFORNIA 0WOLF VALLEY ROAD SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1,!" PER FOOT FORAACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/ DEVELOPER �' SITEMINIMUM OF 3 FEET. IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE pFCyq WOLF CREEK ROAD N. AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. MODEL C 7 NG,� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 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 PAVING NOTES ROAD AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 1 a 3 4 a a 7 a s 10 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CML 1. MINIMUM PARKING LOT GRADE SHALL BE 1.009 P VICINITY MAP ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL s' MIN. s' MIN. FILLS HAVE BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. NO SCALE REPORT FOR ALL FILLS OVER 1' DEEP. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 21 20 » 11 3' MIN. 2' MIN. 2' MIN. 3' MIN. 6. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND SURFACES PRIOR TO PLACEMENT OF PAVING. 1a �> >a �a �4 t3 1: HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. MUDSILL 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN � � � � � � � � � � � s' MIN. P/L IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE FOURTEEN (14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT MUDSILL TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SUPPORT. SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, UPPER PAD MUDSILL 3' MIN. 2' MIN. FINISHED SURFACE 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. _ :d s MIN //--FINISHED SURFACE 7. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC 12" MIN. ABOVE PAD ELEV.WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 40 3a 3a LOWER PAD 38 34 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR R ury or F T P o BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION ALL WORK WITHIN CITY RIGHT-OF-WAY. PSL 5� s~MIN. o e ° s MIN ' � � - �_ 2L� MAXPE .OF CUT/FILL SLOPES. 2x MIN. 6"MIN. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 21% MAX. o a 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT MODEL COMPLEX - FOOT. BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. 2% MIN. 21% MAX. 2% MIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE SHEET 2 FOR REAR YARD SLOPES GREATER SLOPE VARIES 21% MAX. s" 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE THAN 5' IN VERTICAL HEIGHT 2:1 MAX. MIN. PRELIMINARY SOILS INVESTIGATION BY: PACIFIC SOILS ENGINEERING INC. DATED PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE OF LCONSTRUCTION AT 909 INFORMED 6411 HOURS PRIOR TO BEGINNING SECTION A SEC TI 0 N 13-13 SECTION C-C SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ( ) INDEX MAP DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 8• A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 SCALE: 1 « = 200" NO SCALE NO SCALE NO SCALE CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION 10. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 AND A PLACEMENT OF ASPHALT PAVING. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER LOT. AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN 909 PUBLIC WORKS DEPARTMENT PHONE: CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 50.00' 50.00' 50.00' [--50.00' ( ) 694-6411 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THELEGENDr---------- ® -- - ----- ---- ---- ------ 11. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR F.S. FINISH SURFACE AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY TO PLACEMENT OF BASE MATERIAL THE DESIGN SHALL ADHERE TO THE T.C. TOP OF CURB 2:1 SLOPE to ! ®El m ®® METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY71 DURING THE GRADING PHASE. DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS F.L. FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION SHALL BE CONDUCTED IN ACCORDANCE WTH CALIFORNIA TEST NO. 301 AND SHALL PLAN 2 WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN 12. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS INV. INVERT F.F. FINISH FLOOR OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF T.G. TOP OF GRATE 66.fi7' PLAN 3 PLAN 4 ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. G.F. GARAGE FLOOR PLAN 1 SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS PUBLIC WORKS. I.E. INLET ELEVATION ____ TRACT BOUNDARY 54.00 63.67 F 56.17' WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 1234.0 SURFACE DRAIN C DAYLIGHT LINE GAR 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS F 13. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. F.L FLOW LINE ELEVATION HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES EXISTING CONTOURS GAR GAR GAR IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A G.B. GRADE BREAK PROPOSED CONTOURS _j L TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. (J�g) BACKWATER VALVE 2 DETAIL NUMBER SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING 3 SHEET DETAIL SHOWN GEOLOGIST SHALL APPROVE PLACEMENT OF FILL WATER SERVICE 14. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE Q SEWER SERVICE - STREET/ POST LIGHT:HADCO "OLD WORLD" STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO BENCHMARK: STREET LIGHT PATH LIGHT. HADCO AL3_G VERDE BUILDING FOOTPRINTS PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION DURING • GRADING OPERATIONS. COUNTY OF RIVERSIDE B.M. NO. T-46-81 RESET 1997 ' FIRE HYDRANT ER ENHANCED REAR ELEVATION SCALE 1" = 30' 15. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. RETAINING WALL ESR ENHANCED SIDE RIGHT ELEVATION 1.7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. T.W. TOP OF WALL ESL ENHANCED SIDE LEFT ELEVATION a OF�, r .sr�u ImMw�RM 16. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE ASM Room FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A ON WINCHESTER RD. (HWY. 79)�TO A BRIDGE OVER THE T.F. TOP OF FOOTING Ea {PC REGISTERED CML ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT SANTA GERTRUDIS CREEK, 55.5 ELY OF THE C.L. OF AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA 33 DEEPENED FOOTING LENGTH A M GERTRUDIS CREEK 4.5 N LY OF SLY SIDE OF CREEK. � L 17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT a ��n 1Cp` CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE ELEVATION: 1097.163 ELEVATION REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE SOILS ENGINEERNOTES. NTSACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CONSTRUCTION 18. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE PACIFIC SOILS ENGINEERING INC. /-OWN&-0=mr at mxouw REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL (� 3 ASPHALT PAVING OVER COMPACTED NATIVE SOIL SO TONS ,�,■�ooze STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 7715 CONVOY COURT ® CONCRETE SIDEWALK PER C.O.T. STD. DWG. N0. 401. SEE LANDSCAPE 839 LF SAN DIEGO CA 92111 ARCHITECTS PLAN FOR ADDITIONAL INFORMATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF ' APPLICABLE. 858-560-1713 4" PVC SDR-35 DRAIN PIPE 11 EA 858-560-0380 FAX ® 6" AC DIKE PER STD DWG No. 214 29 LF 19. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY ($) SIDEWALK UNDER DRAIN CURB PER DETAIL SHEET 1 30 LF SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL (a) CONCRETE WHEEL STOP 10 EA SECTI ON A-A BE PERMITTED. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PRIVATE DRAIN THROUGH CURB DETAIL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. NTS UNDERGROUND STRUCTURES NOTIFICATIONS 21. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS WITHIN A PUBLIC RIGHT-OF-WAY. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 • AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR SH. 1 TITLE SHEET AND INDEX MAP PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 OWNERZDEVELOPER-.. SH. 2 PRECISE GRADING PLAN TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE Underground Service Alert THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 STANDARD PACIFIC HOMES STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT PA04-0290 LD04-103GR CO 9287 oR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE EAST ST., SUITE 200 Coll: TOLL FREE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CORONA CA 92879-13302 BUILDING AND SAFETY CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE BASIS OF BEARINGS 909-372-8500 1-800 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 227--2600 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION BEING NORTHEASTERLY LINE OF LOT 21 AS SHOWN ON APPROVED: OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONCERNED BEFORE STARTING WORK. TRACT NO. 29305-1 M.B. 350/65-78 AS N45'57'59"W NAM DATE � w�ataallo DAYS e�nr� Yau olc (''�, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK QaoFESS/0 Hall & Foreman, Inc. RECOMMENDED BY: �`� DATE: 7� � DrawingNo. SCALE p '�'�� g' y9� ' P T-46-81 FROM THE INT. OF RANCHO CALIFORNIA ROAD AND FRONT Engineering Surveying PlanningLandscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS 4�' CONTRACTOR STREET STREET/JEFFERSON AVE.1.7 MILES NW ON FRONT STREET JEFFERSTO THE HORIZONTAL `� �p �43513 Pant Dr1w Tonmula, Co. 92M 7 y Ph. W9 676-6726 Fax.W9 M- Mlel �,� O INT. OF JEFFERSON AVE. AND WINCHESTER (HWY 79), 2.0 MILES NE �• 1e526 ACCEPTED BY: DATE: PRECISE GRADING PLAN AS SHOWN W UP. 6--M-«s � PREPARED BY: RONALD J. PARKS ., INSPECTOR ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE TOCALOTA * *� DEPUTY DIRECTOR OF PUBLIC WORKS TR. 29798-6, LOTS 41 -45 CREEK AND SANTA GERTRUDIS CREEK FORK, IN THE SE WING WALLYVERTICAL ; ��� 7- - d 6 SE OF COR OF BRIDGE ABUTMENT, 3 E OF STEEL GUARD RAIL, 4r v�% o�` FRED W. DOERGES DATE: :.198 :•,• ' TITLE SHEET DATE COMPLETED 19' N OF TELEPHONE SERVICE BOX. ELEV. 1091.074 °F al►��� R.C.E. No. 165 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9130105 SHT. 1 OF 2 � J.N. 34001 \DWG. 34012401 07/05/04 22---- 23 24 A 25 26 27 p I aD o O� oS O `er w HIGH POINT = PAD X z `-- O Of ` ,. O ELEVATION--0.2 MIN. N A ... o PA-e- 1049.1 ki A1049.1 , 1049.4 1049.7 1050.1 0 _.. __ . 1050.4 ,050.8 o 0 5 511 5P x I - I F-- I °.� `fir' PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. c c Z B F 50.00 65.00' 65.00' �� 65.00' 65.00' ' W:JG OA �' `(,' � 10 c R/W .83 1047.09 , . � 1047• 4,3 1047.77 ` T 8 SEWER 1048.10 1048.44N /r TC TC 1046.54 0 _ BASSWOOD�, _ COURT a TYP,.. SIDEYARD DRAINAGE 1047 45 ri (b 810 WATER 1047.11 N °D `� 10474. .58 N 1047.79 ir o ao ` N 0 SCALE ONSTR,rUCTIONNOTES 1 .�- t� TC ° ri0"% 1 \ TC TC I: C 1047. 1047.6 5 to TC o •�- .- id .46 ,. r r 1047. 5 1048.13 1048.0 71 TC 1D 3 ASPHALT PAVING OVER COMPACTED NATIVE SOIL • ] 1047.0 s MIN. ab CONCRETE SIDEWALK PER STD DWG No.401 SEE LANSCAPE ARCHITECTS PLAN FOR ADDITIONAL HIGH POINT 54.06 47.30 • INFORMATION. LOT NUMBER 123 w Z ? PAD ELEVATION .2 1a 65.00' Q 4" PVC SDE--35 DRAIN PIPE 1-2 47.33 k • ZI r FS. o 49.97 49,9 • 1°� 4 49.05 ri • • N 1�R M FG FG � �:'_:.• 0 65.00 . � Q 6 A.C. DIKES PER STD DWG No. 214 �z PAD ELEVATION N "v� 4F5 ��' # 7 �'1 '� 0.6 `�°• :_ N � N r• ', Q SIDEWALK UNDER DRAIN PER DETAIL SHEET 1 DEEPENED FOOTING N U C4 An,� FL&GB + D•F_ �$. _ 0• O _ N 4 PER PUN PAD=1258.9 FINISH FLOOR ELEVATION I- S : dcGB Q CONCRETE WHEEL STOPS 6 ABOVE PAD ELEVATION 48.03 GF=1049.57 D.F. z GF 1049.97 D.F. N �. S MIN. = M r~ kkl 3 0. GF 1049.97 i • 50.5 FG INSTALL ADA COMPLIANT HAND RAIL. FF 1259.40 D.F. 0.5 - FG - ELEVATION TYPE D.F. ��, 27 0. 4' MI . 4BR 6 48. 1049.57 48. F . GF=1050. • •- --. : . 4 �- 0.2 ., D.F. 1 X FG FL&GB G s MODEL TYPE D.F. LENGTH OF DEEPENED- is EEPENED x 0 �7y�' FU-• 1 s \ 49.57 $'� 8 t 0.0 0.20 •G FOOTING (D.F.) .. - 0.04 � © , FG .5 D.F. ENHANCED ELEVATION _- ., .....-_.. 7' 1 BR , 7' FL D.F. 0.30' D.F. ` D.F. PER PLAN GF=1 PROPERTY LINE CR ® :158.90 r' 2 F F.=1050.07 9 - D.F. 4 . ® RETAINING WALL, 6 PAD= N F.F.=1050.47 49.97 k WHEN REQUIRED, . n I �, O PAD=1049.4 � FG 3A FLS 4C ...-. ._._...... 0.0 ® = BY SEPARATE PAD 049.8 01 7 E PERMIT J 49.10 - ` v; 8 f GARAGE FLOOR ELEVATION FS D.F. N 0.0 0.0 -: F.F.=1050.77 8, ! D.F. F.F.=1051.07 o .... ._._.......- 1 48.83 a►; -.. �." D.F. D.F. - PAD=1050.1 0.0 PAD1050.4 U N 0.0 w w ~ D.F. � 4 0. � D F. D.F. N '� RIGHT-OF-WAY � � r �_..._..."-_-......._.. O.F. "�' FG.57 o D.F) 1 FL 9 Q, 48.9 FG p, 7 4 . 60.50 CURB FS : = 49.57 48. G G FG 1�r 49. 49. 5 48.5 49.57 4 .0 w FL FG FL LOT FSw FS x Ix 1 X 4 4 . a- N 49.20 ® =- = 3 _ N 0 SCALE FS 1x 1x 1X .. 9.46 1 9. :. FL&H.P. 1049.9 1 x 1X 4 FS 49. � ' -�� _ FL&H.P. FOOTING TO BE DEEPENED ...7 w FS • ,.�. -. . FS 1�49. ''� `� -: +I 1050.1 FL&H.P. Zo FL&H.P.CD =1050.8 F.F. ELEV.�' vARIEs s" MI . _1049.1 - 44 '� N TO 4 ~ 0 �'\ 43 -6" + EXTRA DEPTH FOOTING � 20 O� 9. 49.60 49.64 4 2 a r 49.44 4 FS FG FG So.10 So. o So 4 1 PER PLAN, MAX. LENGTH OF �'� �•g PAD ELEV. DEEPENED FOOTING (D.F.) FG 50.60 34.36 30.64 FG FG FG FG 29 L=61.43 �. �s5.01 40 1 49.73 \_ikLLf 65.01' r 65. erg MSN 12" MIN. BY SEPARATE PERMIT 01 FS2: 1 SLP E TC � � 1rD 1 45.7 FG bil- --- NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING FG N FG k1 G SHALL BE FORMED. TVP. EXTRADEPTHFOOTING PLAN `` r•wr oim n, rmnu ummrrrr� LOT 22\ . TR. 29305- 1NO SCALE 1045.38 g� w { ^ TC 9 o z C • A w w � � n C4 26 2m r- 27 28 ?t. \ 9„ FINISH FLOORQ •_ - .: - : � _ - ;- " _- - '_ - --_. - 290 MIN �" 2,°b MIN• I . . �..� .i' 1 r ot flop 209 so amill WOLF GREE w ___ ------------------ DRIVE N. co N Hill N - Nil $" SCALE. 1 - 20" = �� FILL DISPOSAL 2 SAND C4 PAD GRADE `= (SEE TR, 29305- 1 ) FOUNDATION CONSTRUCTION SECTION '� �} ....wunrirw.rirpnm.r•i nn.rorr wirurrirm� 06M� LD 00- 126Co NO SCALE �' II *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* �. ��. I x LD04- 103GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE pROEESSIO ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: 7�-3,� DrawingNo. SEE SHEET No. 1 i� � Engineering•Surveying.Planning•Landscape ArchbcWm CITY OF T DEPARTMENT OF PUBLIC WORKS CALL' ML FM HORIZONTAL �.� �� 43313 � � aM Tememd% C4. 9�0 y 1%. 901 676-i7",N< I'ax" M _4� O� NO. 1 sszs z ACCEPTED B'Y. AS SHOWN W I:xP. 6-30-06 P RONALD J. PARK PRECISE GRADING P2 1 800 227-2600 � # REPARED BY. DEPUTY DIRECTOR OF PUBLIC R _ _ WORKS TRACT No. 29798-6 VERTICAL , V,� � v�- MODEL COMPLEX `�O FRED W. DOERGES DATE; iwli TWO WORKING DAYS BEFOREYOU DIG CAS R•C.E.No. 16526 EXP. DATE 6-30-03 R.C.E. No.19744 EXPIRES 9/30/05 •- LOTS 41 --45 SHT. 2 of 2 J.N. 34001 32012402 PH1 07/05/04