Loading...
HomeMy WebLinkAboutTract Map 30668-1 Lot 1-4 Precise Grading GRADING NOTES ..... 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Tr4act No . 30668 1 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. Tr iler nasp 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. 15 215 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR r IGr A MINIMUM OF 3 FEET. ding- 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR City '• In TemeculStae of alif s STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 49 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB TC THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL /fit COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE 1E w / TR. 29639- 1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS AY PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP LOT 15 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED GRADE FG I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. I 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ONE FOOT. TOP OF GRATE TG LAKE HOUSE ROAD 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TR 29639.1 PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TOP OF FOOTING TF TWO SETS OF PUBLICWORKS TDEPARTMENT OWHICH ISHALL POINCLUDE LFOUNDATION TDESIGN THE TOP OF WALL TW TR. 2 9 6 3 9-2VICINITY MAP RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN LOT ) 9 �- CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF SLOPE TS NOT TO SCALE 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 Q 30 6 6 8- 1 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 0 I HIGH POINT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE:. (9O9) 694-6411 . PAD ELEVAT I ON PE 0000.0 �W 2 � � PAD ELEV. -0, " MIN. t � �4 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 0) ����� R AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 0I O DEL L fi" MIN. DURING THE GRADING PHASE. O MUDSILL ae I WATER SERVICE --� �\Z\ZZ ( 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, _ IN GARAGE AREAS5 „ WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE -� W GARAGE FLOOR SILL IS fi MIN IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ TABOVE GARAGE SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS �•_ T FLOOR SLAB I VARIES (� AR s*** R I S I WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY 7\ 4 I B * VAR B f C C I ej STAR I *** „�� IES 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE GARAGE DI BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF _ I PAD t PAD I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN 3D68-2 FF FF 6 z z z z MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER 11 I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL I at ae I APPROVE PLACEMENT OF FILL. YP A /1A 3 2 1 31 l ITT E/ECFV TION I I 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UN R 30668-2 30568- 1 I z I ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 12 MIN. ABOVE PAD ELEV. I 00Z -jF Z - I AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE GRADING OPERATIONS. ROUND OFF TOP �-0 10x�qX lox�Mk 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW P/L 5' R W 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH ESUBMITTED THE PUII WORKS DGAFLSCALE: 1 " 50' CIVIL ENGINEER, SINGGINEER, ORENGNEERGEOLOGIST FFORCUTRAND IL TYPICAL SIDE_ YARD DRAINAGE SLOPES OVER 30' IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH FOOTING REQUIREDnO LOTS INCLUDED DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ' ' A WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING SECTION A �NTRACETHER OjTMONSAY BEFTHE SETBACKRACMINEOFP�TIOS, PORCHES, V . ADJACENTSPECT TO MEAN GROUND SURFACEEISLEVEL) SHALL REQUIRED, THEEGIVEN. IF AN ACTUAL DISTANCEEAABOVE ON THE ADDJARCENT TODISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ADA PATH OF TRAVEL � - - - FOR REAR YARD SLOPES GREATER GROUND SHALL BE GIVEN. THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES DROP GARAGE O.X' 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A PERMIT FOR CONSTURCTION ACTIVITIES, IE APPLICABLE. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. CONSTRUCTION NOTES & QUANTITY ESTIMATE ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO. ITEM QUANTITY UNIT 19. ALL PROPERTY CORNERS SHALL_ BE CLEARLY DELINEATED IN THE F I ELD PRIOR TO LOT GRADING (4 LOTS x 50 C.Y.) 200 CY R COMMENCEMENT OF ANY CONSTRUCTION/GRADING. QP L INSTALL 3" P.V.C. SCHED. 40 52 LF fi" MIN. VARIES *** VARIES *** s MIN. VARIES *** / 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' E PUBLIC RIGHT-OF-WAY. 3 CONSTRUCT 3" A.C. OVER NATIVE SOIL 3,497 SF MUDS I LL MIN. MIN. MUDS I LL MUDS I LL MIN-. 6" MIN. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPL I CANT O PAINT 4" SOLID WHITE PARKING LANE 72 LF FG FG FG AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS _ e o DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL O5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA EXTRA DEPTH BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 4. FOOTING 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE INSTALL WHEEL STOPS 6 EA 12„ MIN. 12" =PAD ELEV-FG MIN. 2: 1 MAX. AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROV I S I ONS OF O7 PAINT 4" SOLID BLUE HANDICAP STRIPE A 2' O.C. 162 SF WHERE NECESSARY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 42' 42' 42' 2% MIN. 2: 1 MAX. fi„ TYP. 2% MIN. 12" MIN. s" MIN. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O8 INSTALL 2"x4" REDWOOD HEADER 154 LF 21% MAX. MIN. 21% MAX. 2% MIN. I N. CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. c� Q CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 448 SF 1 21% MAX- SECTION o SECTION B-B C-C 0 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 4 EA 3 CE SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES *** SEE 'TYPICAL I CAL SIDE YARD DRAINAGE I NAGE ,ASSESSORS PARCEL NUMBER: 11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT DETA I L NOTES0 Q4 EA � N O � 916-170-007 12 INSTALL RAMP WITH INTERMEDIATE SWITH-BACK PLATFORM PER ADA STANDARDS. 1 EA no rn 13 DRIVE APPROACH 519 SF � wPAINT SOLID WHITE PARKING- LETTERING LEGAL DESCRIPTION 1 EA LOCATED TO TRAFFIC ENFORCEMENT o BEING A SUBDIVISION OF LOTS 18 AND 45 AS SHOWN ON TRACT 15 INSTALL 4" P.V.C. SCHED. 40 26 LF i NO. 29639-2 FILED IN BOOK 345, PAGES 1 THROUGH 19 OF MAPS, is TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS 170 LF cc RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. TYPICAL FOOTPRINT o Q 17 INSTALL ADA APPROVED HANDRAILS 32 LF SCALE: 1" = 40 ujw U UWE_RGR01IM SERVIC SOURCE OF TOPOGRAPHY OWNER 1__.DEVELOPER 4&LDa4 --1 sS wkv ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE LD04-057GR ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES z CALL TOLL FREE 27555 Yr�z BOAR sure�o0 647 N. MAIN STREET, SUITE 1A 40980 COUNTY CENTER DRIVE, STE. 11 O THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42*51 '35" WEST SUILDINGi AND SAFETY 1-800-422-4133 ' " ' A,CAL.FOFMA 92S9h4679 R I VERS I DE, CA. 92501 TEMECULA, CA 92591 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONSULTING 9M.676.SW - FAX 909.676.7240 • wwu1.R8F.cae�n (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 719-3420 APPROVED 6Y: Cr�w i TWO WORKING DAYS BEFORE YOU DIG NAME1W DATE a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK IESSj DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE O �`� � '�! M. BOECK R. SCHAUBERT/M. BOECK J. TANNER RECOMMENDED BY: DATE: 4� CITY OF TDEPARTMENT OF PUBLIC WORKS 7/04 RBF 1 GARAGE ELEV. AND ENTRY WALKWAY 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��, TIIIV0 Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,�`�+ �, Q, Plans Prepared Under The Supervision Of o COUNTY BENCH MARK T-46-81 RESET 1997 .`�' �. z ACCEPTED BY: 9 �� r o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.eo132PUBLIC DATE. PRECISE GRADING PLAN o I n s p e c t or THE SOUTHEASTERLY CORNER OF THE.BRIDGE p, a���ot 2" Date: d DEPUTY DIRECTOR RECTOR OF PUBL I C WORKS TRACT 30868-1, PA04-0128 OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER I I I RONALD J. PARKS - s Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r C j 1�� TRAILER AND MODEL COMPLETE Date Completed CONCRETE SIDEWALK. - 'tF `1E��� R.C.E. No. 60132 Exp i res 6-30-06 R.C.E. No. 19744 Exp i res 9-30-05rf9ea: a ELEVATION - 1097.163' N/A F C A ,� SARASOTA LANE LOTS 1 TO 4 SHEET 1 OF 2 R/W 5' 5' INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" PLUG FLOWLINE TR 296539-1 INVERT ELEV. A 4" PVC PER PLAN LM 15 U_ �� • �> 11111111111111 000001 INV ELEV PER PLAN CURB k GUTTER UCER 4"x4"x4" TEE 3"x4" RED 3" MIN PVC (SCHEDULE 40) a o � ELEVATION Cl) o ON { � _ 1 1/2" MIN. COVER cc Uj V77- TR 29639-2 9" fi" x Z LOT 19 N 18.10 33 SECTION A- TC �r 18.5 Q FS TS 18.5 2 1 WX SLOPE VARIES Q h 18.02 3fi.08 - - -- TS 18.2 ffl -.FS __ 1 S.81 18.07 50.02' 17.4 TS 18.2 50.02 ,PRIVATE DRAIN THROUGH CURB DETAIL S. FS FS 1 18.03 --�` 16 17.76 - o, TS 18.1 , LU Fs � , 1 T:JT 0 - TS +i •..124.44 1Q.6 1 `n 18.1 FS 6 0 - . - N 17.2 o z o o vi 18 TYP_ r >te - F �i FL TS I TEMP. SALES -. _. 16.9 0 _z - rn G � !6 } O W 5 TRA I LER 44 x 4 4 04 I 00 _ 2 I TYP 5 \ .1 29.43' ( ) p o0 *�B 17.2 0 - 1 9 17.5 EllFG W � 3 fbe' (TYP.) FG 17.5 R 16. f� j Q� r o� IL- 12 `~ 6 4 � o .1 to � z - .2 k I - FG � r� � 1. i� Qu O zzO EH 2. I 0 FF = 1118.0 a ti FG -� c Q z .,.1 i� PE = 1117.2 1�� `� I r: - 1.OX o o� o 0 18.0 FF off/ r7 rn I 00 1118.3 r 3 17.67 F '_ PE = 1117.5 EH O ,j•o �.F �► �- s I _ 216.9 0 6 2� 17.67 F ' r� T ? 13 2 17. 17.40 p © �1 o FG co FF _ 6 7 2. I PARKING LOT rn .4 - I r �r�j 9 ��rrr'`'G •r '�~ �1 6 fL �- 1 I O I 1 '� 17.51 79 PE - 11 �1 I- ' r 1 17.6 7 L01 I 16.4 T O`- FS Q3 _ / Xj �� '�' ti� TR 30668 1 30 14 •1 15.9 IE 11 I .5 18.0 FF 16.90 7) .9,c� FS' 30' I - r 17.5 FS F •f F 16.96 rn FS 17.0 �� GF=111�.5 4' �o .5 S Mi Air. 1 20' 2o' - I $ S-[ - OX - o FG�Q 18.3 FF 17.I ^17.75 F5FS 1 f I 17.04 �� 17.7 FF = =1118.30 2 FS 6 I I 17.52 - 1118.0 15.83 �- J 16 17.17 16.82 17.0 -G8 's 8.25 FS jt�t •4_ FSFS 17.�o 0 0.5 KFS-G8 FS .0 I 7.6 18.18 FG Fs � -- �? C -16.97 _ .5% FG 5 r- 1 .0 Lo; N 77 G •2�: o-J r6 s "� 9 17 N - • 1 ry/'�'G f�� PE. 1 1 17. 1 l jp w FS-GB 18.2 -- 17.52 .7 ` 1 9 2 .4 IF15 FS f o 9 0.5 �h F 1c ' k'` 1 •I O 0.9� 15.9 1 S 1 .65 S - ' 16.3 1 16.19 16.1 �r 1 .6 TEP 20.82 .9 TG 11 F 1 •�. J ��5 4 FSr 11.9318.05 47.96 11 .10 TG 15 - * 1 .66 16.01 F5 w •9 19-�� m co S 14.0 F w 2 16 2 F n 0 1 .5 '1@1 1 W-1 � 3L, ,`G 4.0 LF 11 1 .67 C ori L3 ~>' 02.0% 2 STREETLIGHT �b v + `~ h v �G�;. 10 1 .21 IE r r 15. TC 10 1 .43 TC 10 i. ��• w � ao ti 15.1 IE c� .97 IE _�. 1115. RIM vs rIs- oi 15.46 I E 1° R=1 .00' 8" SEWER-- O 13 �G TR 30668-2 MA HOLES R=1300.DO' t 4 R=1302.00' 13 15 S A 0 I0.50% �� �& 00 -- --- 8" WATER------ -- u - L, v 6 r �� E 1~ AV/AR �1 ` � LO 1 PE-111f�.fi vi 3 PF�-1118.0 � \ PE=1 1 18.0 PE=1 1 18.0 0 N 7R 30668 CONSTRUCTION NOTES TR 30558-2 0 4i O INSTALL 3" P.V.C. SCHED. 40 U Q CONSTRUCT 3" A.C. OVER NATIVE SOIL PAINT 4" SOLID WHITE PARKING LANE j Q PAINT SOLID BLUE HANDICAP PARKING SYMBOL_ p 0 INSTALL WHEEL STOPS (TYP.) t� O PAINT 4" SOLID BLUE HANDICAP STRIPE O 2' O.C. h 0 1-11 INSTALL 2"x4" REDWOOD HEADER O CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 0 20 0 20 40 60 10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 11 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT GRAPHIC SCALE12 INSTALL RAMP WITH I NTERMED I ATE SWITCH-BACK PLAT FORM PER ADA STANDARDS o ro 13 DRIVE APPROACH � vi 14 PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING v UNDERGROUND SERVICE LOT NO. ELEv�oNREAR ENHANCED ELEVATION SIDE BACKWATER VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 1129B.3) .OLP �'SW4 ALERT PLANNING ■ DESIGN ■ CONSTRUCTION LVE 2 YES N A NOT REQUIRED 15 INSTALL 4" P.V.C. SCHED. 40 LI)04-07(;R z 3 YES N/A NOT REQUIRED 1 fi TRAP FENCING PER LANDSCAPE ARCHITECT'S PLANS BUILDING AND SAFETY CALL TOLL FREE 27555 YNEZ ROAD SHITE 400 1-4 " YES LEFT SIDE NOT REQUIRED Q� 1-800-422-4133 5 SLAB PER FOUNDATION PLANS 1 17 INSTALL ADA APPROVED HANDRAILS 2 1'EMECUL.A,CALFOF>I�NA 92591-4679 J C 0 114 S LI LT I N G 909.Q76&M ■ FAX 909.676.7240 • mn%.RBF.c= o APPROVED BY: D 0 TWO WORKING DAYS BEFORE YOU DIG NAME DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �ap�E s S 1 p�� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: g CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. 7/04 RBF GARAGE ELEV. AND ENTRY WALKWAY ��p O, ���, � � M. BOECK R. SCHAUBERT/M. BOECK J. TANNER - n Contractor HORIZONTAL ,�`�+ a, Plans Prepared Under The Supervision Of WD rM ACCEPTED BY: DATE: Q 8 a� o '' PRECISE GRADING PLAN SEE SHEET 1 1" - 20' " No.60132 _�- --- Dat e: / Z d DEPUTY DIRECTOR OF PUBLIC WORKS -- - - Inspector2 ExP. a��o%i o ___ TRACT 30!:88 1, PA04 012$ Q JOHN D. TANNER III RONALD J. PARKS TRAILER AND MODEL COMPLEX Date Completed VERTICAL 'rtr �Ir�t � ,. p F 1��� R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 SARASOTA LANE - LOTS 1 TO 4 N/A OF C A� �,.� SHEET 2 OF 2