Loading...
HomeMy WebLinkAboutTract Map 30668-1 Lot 6-13,27-30 Precise Grading Tract No . 30668 �� i GRADING NOTES HAS 1 . ALL ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA 15 215 MOP BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES ding GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. racisr n 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. 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 � Or � ISLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR r� i oea e olif A MINIMUM OF 3 FEET. 7 15 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 30668-2 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED L E G E N D SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB 0000.00 H wl TC 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FLOW LINE FL THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. HIGH POINT HP ` ?10� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 27 ?8 2 3 O 7D ' PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED GRADE FG GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �7 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED SURFACE FS / GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF GRATE TG / ONE FOOT. 30668- 1 - 3oss8� � VICINITY MAP TOP OF SLOPE TS 30 6 6 8� 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE NOT TO SCALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TOP OF FOOTING TF EDENTON WAY TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN HIGH POINT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE FLOOR GF 0000.0 PAD ELEV. -0. MIN. A 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 / 'f 6" MIN. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 1 z z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . FINISHED FLOOR FF 0000.0 1 2 / 7 , MUDSILL I 1 1 10 9 $ IN GARAGE AREAS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION R W � � � � GARAGE FLOOR SILL IS 6 MIN I 10 TV. to'Tr�. I AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SE VICE --� •�. r _ T ABOVE GARAGE I I DURING THE GRADING PHASE. FLOOR•= FLOOR SLAB I VARIES (DwT $ AR S*** $ C RI sC I SEWER SERVICE RIX * � VARIES 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, I *�k�k gyp) tton) I WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY GARAGE DI I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. I PAD PAD I SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS FF FF z WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SLOPE 32 30668- 1 z 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS LOT NUMBER BEEN CLEARED OF WEEDS, DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF I I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN /1A\ I z z I MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 12" MIN. ABOVE PAD ELEV. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ��. UNIT TYPE/ELEVATION R I z o Do I �� APPROVE PLACEMENT OF FILL. ,� ROUND OFF TOP - � 4x 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES INVERT ELEVATION IE P/L ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 5 R W 77* AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BACKWATER VALVES BW GRADING OPERATIONS. SCALE: 1 " = 50' TYPICAL SIDE YARD DRAINAGE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- EH ' DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY LOTS INCLUDED , 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED O CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SECTION A ENTRACES) MAY BE SETBACK A MIN OF 7 . SLOPES OVER 30' IN VERTICAL HEIGHT. FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE EXTRA DEPTH FOOTING THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION - VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DROP THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE O'X 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A GROUND SHALL BE GIVEN. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. � VARIES *** VARIES *** " VARIES *** P/L 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 6" MIN. 6 MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. E CL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FGA n FG FG co 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A EXTRA DEPTH PUBLIC RIGHT-OF-WAY. " • •:. FOOTING 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 12" MIN. 12" MIN. =PAD ELEV-FG AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS WHERE NECESSARY 2: 1 MAX. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONSTRUCTION NOTES & QUANTITY ESTIMATE 42' 42" 42' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. w BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o N0. ITEM QUANTITY UNIT 21% MAX. MIN. 21% MAX. 2% MIN. m 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF LOT GRADING (12 LOTS x so C.Y.) 60o cY 2 SECTION B-B 21% MAX. SECTION C-C STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE INSTALL 3 P.V.C. SCHED. 40 168 LF �E- )f- SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES ` SEE TYPICAL SIDE YARD DRAINAGE o CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 00 o DETAIL NOTES N CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 12 EA u0 n 3 0 or n INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 12 EA c/ w a ao TYPICAL FOOTPRINT c0 0 PO SCALE: 1" = 40' Uj U w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER --- -- BASIS OF BEARING NOTE ALERT PLANNIN© ■ DESIGN ■ CONaTRUCTION Z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES 647 N. MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST X CALL. TOLL. FREE ■ ■ ■ 27W5YNU ROAD,SUME 4W RIVERSIDE, CA. 92501 40980 COUNTY CENTER DRIVE STE. 110 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 1-800-422-4133 �A'cALF0 a w.RW.c 79 (909) 686-5103 TEMECULA, CA 92591 ON A MAP OF TRACT NO. 29286, MB 298/86-89. CONSULTING 909.67a.a042 FAX gOs.676.7240 www.RBF.com DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 TWO WORKING DAYS BEFORE YOU DIG LD04-087GR CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE %t 11,S S Ip DES I GILD BY DRAWN BY CHECKED BY .3 Q Drawing No. o 4' R. CARDEN SCHAUBERT/R. CARDE J. TANNER RECOMMENDED BY: DATE. ¢ CITY OF TDEPARTMENT OF PUBLIC WORKS 0 1 3 1/2" D I AMETER ALUMINUM DISK, FLUSH IN 4�0 �• TA N,yF� �� Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� r PI ans Prepared Under The Supervision i s i on Of ACCEPTED BY: DATE: G 3 � '� a o COUNTY BENCH MARK T-46-81 RESET 1997 .`�? � .d zr1m T O EASTERLY OF THE CENTERLINE OF SR-79 AT n, - U PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED � Up. 6/30/04 � Date: e- 3 D RONALD JREPARKSF PUBLIC WORKS q TRACT 30888-1 OVER SANTA GERTRUDES CREEK; 4.5 JOHN D D. TANNER I I I NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr c1 1` �ti! R PHASE 2 - EDENTON WAY Q Date Completed CONCRETE SIDEWALK. 'lE �0� 60132 6-30-04 �Dlr;=-i9e9=_= ELEVATION = 1097.163' N/A OF C A�1 R.C.E. No. Exp i res R.C.E. No. 19744 Expires 9-30-05 ,„�„ LOTS 8 TO 13 AND 27 TO 30 SHEET 1 OF 2 , i R/w 5' 5' INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" PLUG FLOWLINE INVERT ELEV. A 4" PVC PER PLAN J 2% w , Wit• - A•,; INV ELEV PER PLAN TR 30668-2 CURB k GUTTER 3"x4" REDUCER 4"x4%4" TEE 1 3" MIN PVC (SCHEDULE 40) PE=1118.0 12 PE=' 118. 1553 2:�1 33. 7 ELEVATION 49.05 16• - 1 ,g G 48.91- 48.99 +I 15.8 4+ 2: 1 1 b-5 co cr r 2: 1 15.4 FG r- r 15.8 FG - o 2: 1 ao FG-� J - ,5•b FG Cr �- 1 1/2" MIN. COVER 14.8 14.6 ui 14.8 15.4 'n 4.2116 N rn� FP-[ N FG FG � �, 5 8 - ( FG :: _ ,s ,. . .a- }.-s •,. .- ^ 16.5 16.0 :r `-; -_. ;•:. k`:1; - , ,• ;K�,, :rr 'w o z (/T-c 14.9 v o z 15.2 0 ►-� 9' �+ FG5 hl 7 V- WN r N A z 15. ' R 3 910 6" z FG 8 4 $ 1 B 14.8 +1 15.4 F2.4 � '-_' FG oN 14.2 �!J FG � FG 15.3 1117.3 r PE-1116.5 ' X4.3 I.4 2C Z o rL F _ 1116.5LP n P rn � � 1 11-� FF = R O -, fiEreTION &-A 1115.6 >� PE = 111 O I o 16 ? W z 4.8 ( = 1116.2 r 6.1 \ ._. 26 , FF - �„ 3 A PE-1 1 14.2 z PE = 1115.4 '� •7 / I o E I I ® " 15.4 6" S ' . -10. 1 ti,�~ ., +� F •� 1 6.0 0 o z FG 15.70 s - 0 1 .,� PRIVATE DRAIN THROUGH CURBRETAIL " I 16.1 � 1116.6 G 1fi o I FF r 115.8 6" F FG 1 / FS PE 1 Bp FS 16.8 15.13 16' GF'11 4 I ,r FS 16.1 15.4 5 15 t MIN I 1 6 G "? rp I,n Q� FS FG .5 Ica 1660 N •$ 14.8 I 15.4 15.4 1 _� 1 4 STEP %r 16.5 FS �' TR 30668- 1 FG 4 STEP I -' FG FG I-►� - cn .8 16.27 FS Q 15.8 .g, FG # GF=1115.1 15.27 FS 15.4 II GF=1115.7 15.5 I• r 15.0 FG .7 15.3 TG 4 14 60 4.75 tQ i 6.69 ie I FG rK 7.13' FG ~ FG � • o IE S � V. rn .9 i 15.4 a, .23 4 STEPS 14.0 _ hh • � 14.8 I `� FG k �, 9 - O 0 5 X20• 14 ;a 15.1'b o FG •1 .5 F5.19 ry N•a, r�i 15, FS 14. v 4 143 TIE FS ere rn' 14.1 TG q a, ti* FS-GB FSr 9 2 1115.04 T R 306568-1 O 0.5 13.10 '� 4 13 6 TG 13.0 I E 13.69 56.86 S 2 -- 0--2 11 R M in FS o 56.86 56.86 FS CS a, o - n D r-S S 1 FS F w 3 FS 13.6 13'� TC -$" 111P►T 1 7 3.07 N N FS 13. N 3 13.72_-------- 2 O 2.014. LF Milk, G _ � 3 1X ° O ,`� o 2 0► v 13.16 TC 13.18 TC �- 0.7 -`�- 0 _ j �} R=72 h 3 12.70 �' 12.72 IE 3 ON WAY - �� _;4.s� s 5 ry 19 1 EDENY » Ri' 14.30 TC 3 ,5 5.0 1 .92 4, 63 •i��h',C E 14. 1 S 5 3 12.61 TG ti - ~8 •28 TC SJ 13• �s 19 �h• h'� �� 12,_15 1 1 .6 TG 1.OX $ -r� aro a, 3 14 8 Y 2 5 39 901 - 75 UD .�`l.' t 00 2 14.0 -,�ry tg 3 -- ;_ a 13 1 •0� F54.68 6 g2 - 1� 6 TGo ,`G rr 4 O 1• X `� 14. C 3 13. 0 h 13. ITC 3 o�' �V 3 O FS 44.1 14. as 515 o N ~'• 13. 2 + 2 1 •0 S 5 `� c,► cr S4 S t 4 14 � 'y y 2 �- � ,� �, IE � N F SPS -o�ara 9 f 0 1 .97 + r- ,`V p -- 2 4.0 LF 14.04 4. ® 0.5 15 70 �0 •N S ' 16 8 F a 5 �6 �n 2 14. S 34 �- 14 50�� 4 G _ �": IYP 11 F�5.7 '4 rn • `�1 F`� 5 W w 4 13.8 TG O 2 S - 4930 TG 13 98 IE N F FS 4 N 17• _� 4 v h F - 3 FS FS 1 .38 IE 14-2 b F5 C� P ,1' �� PFS 11 17. 1 T 13 36 4 S F �'' 4 13•g6 IE ' �, 4.2 6" STEP � � .� 1� » S 6 \ . � 4 S 4 49.35 FS o 4 FS N .8 - 4' - '� 27 FSa q \ �s T 1 O 12.40 12-'66` r�3 S 9.3q FS - rn a ^'ao Q STEL r FG • IM .,r 13.98_ 16. f �1 6 O \ FS o 0 - 49.35 n> >QD io iv 3 -n 15• G - 15.3 W ro ti 'S F 15.98 U.6 ee 3 1. � � S ti E 4 12.8 TG 14.53 ,4. O 5 ae 14.4 cc O 0.5 FG 1 .0� i3�1 5 13.3 FS 13.7 0 15 83 r ' 16•$ '� FS dB 6 n 1 FS 15.11 O 0.5 �' FS FL "� 14.8 15. 1 FS 4.16 ~G8 •r o " STEP S FG G 5 0 40 \\ ' FS 14.0 N 13.74 FG ,� ae FS o G 16.07 FS cn 0 �CA IGF=1114.3 FG O J FG FS-GB-� ry 13.8 14.4 FG -5 t� o o F 14.8 �' (A � 15 �} 16.0 15.6 -n � �► 13.5 rr TEP ca o ca -GB FG 13. - - r FG .8 �,, o FG FG 1 1 �i 12.9 .- r o F w © » r _ 3 GB µ_ ►+ ,� .8" r FG 2.� 15.2 �Q .3 16.4 0 .5 G 5" ST�p .4 14.8 F 8 N o 1414 o N Q N -GB - 1117 16•g o a �► t O-t 12.9 1 I - Z 13.4 0 STEP 4 0 .5 �7 A FS-GB FF f 1116.5 FS FG r 1 z car ,y o� �r°• ' FS .5 _ G �- r Q 15.9 �I o 5 PE 16.8 1 9 I FC � � EW F�� FLS ��°l 15.30 FS T+ �I �► � ' � � cr GF-11 � R �`'�p ,O '� • Q I FS 16.0 1 w 6 " \ , /O. - � 0 14. � � � a4t --- I,., � - � 0 'o \ 0 117 3 C S o M a o Z _g° O 4 FF Y 1116.4 4" STEP FG as �� FF = 116.8 ''�_ - 0 cr) o J •4 a r� PE _ 1115. .47 FS 'o• -n - \ �j Ofi -a I .4 Q r • ,? 0 16 at •-•- 16,8 .I, ry 3 Z ww '� o 15.9 � 5.5 © o 1 14 � � 0 1 �- FF = 1115.3 -� � �,� Z2C '� � .., � FG \ •a, � 78,6 A --I 14.8 14.5 0 I FS o 16.5 Z N �� PE=1113.8 •� •2 PE = 1114.5 o EH 115. I z \ Q 6 9 ' R �o FS FG 0 16 Q 1 �1 0 1 z 6.5 FG �+16.7 ' 16.F� ) 17 � 3 � 0 0 9 U ,_9 GF=1114.8 � 15.6 z FF 1116:0 FG •�_ '4' FG �C o z -� '` FF = o EH I z R 1 FG a� 15.3 PE = 111 ? 16.1 - 1 1114 x .0 o ZS � y '8 ,� � � I ?c 16 -.A- 114.0 16.5 1114.0 o I J I _ Q •-Z. I FL FG o N cv �- Q ee FF - 1115.8 x �H - - FG \ -8 - -60 2. 1 E o _* `°© z 0 PE = 1115.0 16'0 14.0 I . ._ 15.6 FG _ 16.3 55 a •33 FG �H 14.0 114.5 14.5 at +� FG I ,� 15.8 FG FG o ..N o rn C QTS r o FG 15.0 15.0 rn I z 5.65 C z - W-FL / cv .6 I H 5.4 f .� a4i 17.5 .n II o C o o o 0 FG 00 FG o N 1 Qc o 17 0 ITS 55". I C14 -H o cly Cee 15.6 I �o ? -H � 4 FG •7 ! 0 - - 15.0 c.� �n c� - - o 14.8 15. rn t7. 12 14.5 V- N HP-� cV 16.6 I'p-L- C - TS `55' rIle rs .8 `� .5 F144.3 F .OK - TS 54. C 5.00' TS•0� TS 55.04 16.fi 2'1 _ �- Ld 54.99' TS 0 r 15.5 TR 30668 1 r 2;1 •,,,., r ° - TS 32 r 0 `� -- - - - - CONSTRUCTION NOM CD a_ n 2Q INSTALL 3" P.V.C. SCHED. 40 LOT N0. NHANCED REAR ENHANCED SIDE BACKWATER ELEVATION ELEVATION VALVE N 6 YES RIGHT NOT REQUIRED O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL 1•-kE�RE ON w 20 0 20 40 60 7 YES N/A NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT a 8 YES N/A NOT REQUIRED 9 YES N/A NOT REQUIRED co CID GRAPHIC SCALE 10 YES N/A NOT REQUIRED to 0 11 YES N/A REQUIRED 12 YES N/A REQUIREDLn w 13 YES N/A NOT REQUIRED 27 YES N/A REQUIRED UNDERGROUND SERVICE 28 N/A N/A NOT REQUIRED p PLANNIN© ■ DESI©N ■ CONSTRUCTION 29 N A N/A NOT REQUIRED ALERT z 30 N A N A NOT REQUIRED 5" SLAB PER FOUNDATION PLANS c� C LL TOLL FREE 27555 YNEZ ROAD,SUITE 400 1-800-422--4133 ACL�A,CAUFOI�IA 92991-4679 CONSULT 1 N C3 909.676.8042 ■ FAX 909.676.7240 ■ www.FW,com p TWO WORKING DAYS BEFORE YOU DIG L D 0 4-0 8 7G R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE �p I E S S Ip DES I GID BY DRAWN BY CHECKED BY ? Drawing No. o Q N� RECOMMENDED BY:� DATE: -�� CITY F T E M E C LJ LA DEPARTMENT OF PUBLIC WORKS TA NNE R. GARDEN SCHAUBERT/R. GARDE J. TANNER o HORIZONTAL .�`� r P I ans Prepared Under The Supervision Of �l''� G� rn Contractor o � 11n ACCEPTED BY: DATE. 3 '' PRECISE GRADING PLAN2 Inspector SEE SHEET 1 Laid , a/3o%4 'd Date: 34 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30888-1 p RONALD J. PARKS VERTICAL ' JOHN D. TANNER III PHASE 2 - EDENTON WAY Q r�r ClI 60132 6-30-04 Mfr i98a= LOTS 6 TO 13 AND 27 TO 30 OF Date Completed N/A f�F CA`�E R.C.E. No. Expires R.C.E. No. 19744 Expires 9--30-05 •�,� SHEET20F 2