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HomeMy WebLinkAboutTract Map 30668 Lot 1-11, 23-28 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Tract No . 30668 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. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. HAS 3 15 215 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A r MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL d ' P1 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. recise OAGra ing In 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . C "Ity 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR of Temecul STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 7 alifornia SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TR. 30669- 1 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 54 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. SW 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S I I PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE LEGEND I GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. I I s 0000.00 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF CURB TC a ONE FOOT. I 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FLOW LINE I PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE HIGH POINT HP PUBLIC DEPARTMENT WHICH SHALL NCDFOUNDATION DESIGN FINISHED GRADE FI REOMMENDATIONSAND CERTFICATIONTHAGRADING HAS BEEN DONE IN TR. 30sss VICINITY MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. I NOT TO SCALE FINISHED SURFACE FS 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 SALEM WAY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. TOP OF GRATE TGI 3 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 1 I FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . TOP OF FOOTING TF I 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION TOP OF WALL TW SIO AND D I S ABILITY AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION N T I DURING THE GRADING PHASE. t 11 GARAGE FLOOR GF 0000.0 0 1 30 2 0 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 0 1' WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF PAD ELEVATION PE 0000.0 1 - 23 ' IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. a 1 2 7 2 2 4 7c 2s � 1 SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. FINISHED FLOOR FF 0000.0 ` ` 00 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS WATER SERV I CE HIGH POINT\ \ PAD ELEV. -0. MIN. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 1 A STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SEWER SERVICE S MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. \ R A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL r 6" MIN. Z z APPROVE PLACEMENT OF FILL. DRIVEWAY TR. 30668-2 MUDS I LL ,... 1 - - � � � 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 44 IN GARAGE AREAS I P SILL IS 6" MIN I - I ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING SLOPE �� GARAGE FLOOR 10'�p, � • AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING -" - �� T ABOVE GARAGE 1 10Tp GRADING OPERATIONS. LOT NUMBER �►� •= T FLOOR SLAB 1 VARIES $ VAR ---S*** $ (DM C VARIE SC 1 W19) VARIES I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. /`I­1Av GARAGEI 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS UNIT TYPE/ELEVATION R DETAIL\ _ I PAD PAD 1 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED z FF Z z FF z CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. -00 INVERT ELEVATION IE I 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION BACKWATER VALVES BW SCALE: 1" = 50' *gyp I I OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO TR. 29639-2 Sc 12" MIN. ABOVE PAD ELEV. I ? I ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT ENHANCED ELEVATION TYPE- EH \ „f ;;;, I oo? o I LOT 1 l f LOTS INCLUDED GROUND SHALL BE GIVEN. ROUND OFF TOP *o i��X AMOUNT OF EXTRA DEPTH \ 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS FOOTING REQUIRED P/L OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 5' R W THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. EXTRA DEPTH FOOTING TYPICAL SIDE YARD DRAINAGE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. DROP - DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. DROP GARAGE O.X' WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7 . FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. PUBLIC RIGHT-OF-WAY. - VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES a DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A Cn BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. MINIMUM OF FOUR--FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 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 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 42' 42' 42' R P/L Y CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 6" MIN. VARIES ***� VARIES ,*** 6" MIN. VARIES *** o CONSTRUCTION NOTES & OUANTITY ESTIMATE 3 MIN. 1 1 3 MIN. 3 MIN. 1 m NO. ITEM QUANTITY UNIT 1 - 2 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. " r� 6 MIN. �1 LOT GRADING (16 LOTS x 50 C.Y.) 800 CY O w FG FG FG o O INSTALL 3" P.V.C. SCHED. 40 219 LF 3 �'; EXTRA DEPTH • FOOTING n �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 15 EA 12" M I N. 12" MIN. =PAD ELEV-FG i �4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 17 EA WHERE NECESSARY " 2: 1 MAX. � 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6 MIN. Q Q I NSTALL 4" PVC SCHEDULE 40 21 LF 21% MAX. MIN. 21% MAX. 2% MIN. a 2,% MAX. toTYPICAL FOOTPRINT SECTION B-B SECTION C-C to O SCALE: 1" - 40' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE W DETAIL NOTES U W UNDERGROUND SERVICE PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER ALERT BASIS OF BEARING NOTE ,3U11.oiNG A No M FEry o L7 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES z 647 N. MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST Q CALL TML FREE ■ ■ ■ 27 YNQ ROAD s 400 R I VERS I DE, CA. 92501 40980 COUNTY CENTER DRIVE STE. 110 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 1-800-422-4133 TEMECULA,CALIFORNIA 92S®h46n TEMECULA, CA 92591 G O N S U LT I N G 909.676.5042 ■ FAx 909.676.7240 • www.RW.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 Al�l�OI�ED 7 / v o TWO WORKING DAYS BEFORE YOU DIG z MkfE ".4 2s DA E �oa4-a97GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALES SIp DESIGNED BY DRAWN BY CHECKED BY / I Drawing No. o p �'� R. CARDEN/M. BOECK SCHAUBERT/R. CARDE J. TANNER RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,�`�� ►� tea, Plans Prepared Under The Supervision Of o COUNTY BENCH MARK T-46-81 RESET 1997 .�, �' � � � ACCEPTED BY: /V�Y�'�" DATE: -711� �¢ o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60 ^ PRECISE GRADING PLAN Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE . a�ao�aa '° --- Date: Z DEPUTY DIRECTOR OF PUBLIC WORKSExpTRACT 30668 OVER SANTA GERTRUDES CREEK; 4.5' '� JOHN D. TANNER III I RONALD J. PARKS - p a Date Completed eted NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f' CIVI ��� = TITLE SHEET Q p CONCRETE SIDEWALK. - jf 0 `�EO� .C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Exp i res 9-30-05 t . PHASE 3 LOTS 1 T 11 AND ELEVATION - 1097.163 N/A F C A �• O 23 TO 28 SHEET 1 OF 2 � I TR 30669-1 r G ` _ 54 I / I 5.4 28.4,� - 1'0% N120. 1 cv I � • 0; 120.49 04.2 04.4 04.4 t.4 .77 -_ 1 04.4 FG T I FG FG w 5.4 4.7 / 81 TS 48 � 2 8 � FF=p5.2 04.4 �_ 6 FG 03.0 TS - - - - ;_ S 38.42' �� 12.3't 03.5 552 50.04 04.0 \5.7 ++ 50.04. 2: 1 MAX 7 g0, TS HP do N 2.OX FF 1105.2 03.7 - - - -FP-t00 6.2 49.70 2 TS •9 05.7. 0 - = 1104.4 0.5X FG 05.0 +� co TS C N .8 M I N - 1.1 X 03.7 0 z • 04 1 rn 04.5 _ Ff' QD cO ` 1 P-FL - 06 z o ' - 4" STEP .77 F .41 I FG ,� o 9 z FiP 4• EH 04 87 04.4 S 04.45 FS FS-GB N M 11.69' FG 04.7 05.9 - �., I I FG H 10 TG----"N 1 2X . 4 N z ® 1 FG N FG 06.8 '� � � 03.7 03.7 � 04.2 oe z o v � W 05.9 � ? � � j FG I - 03.7 -�$ FG FG �© FG 04.7 N 4 N 4 FG cv oOl 18 1 I - 04.4 .1 .4 FG n J' z o FG 05.2 I 05.9 c+ (� ® 04.7 04.7 i4 FG 2 A FG o .1 05.9 FG FG 10 LF 10 20 LF, =' 2'OX I Q 1 1 \ 03.7 04.0 I FG r FG ►� = 1107.6 - +� FG R ® \ FF 1106 8 PE_ 1 1 c 7..F� _ FG FS Jp 1 C , \ 5.4 i. 1.OX MIN s TS 79.97' ^ - - - - - N0,3.3 �, \ ..� _ ® 0 ® ( _ 1 z 1 FF = 110( .0 � 7 I Z• R �, _ -Ge 04. 05.0 Q PE = 1101.2 05 I +� 2. 1 FS-GD _ 3 A J FF 1105.0 1 /FG FS 3 8 - .z a _o FGH z 1.Ox MIN �. 0 4 _ =1106. o I 03.0 ! rn � \ 1 00 PE - 1104.2 •1 J 4' GF=1105.0 � J Y- GF $• - Oo EH HP - ❑ » 03.2 10 LF 1 LF - •w \ � = o J© 4 S �o I Q6.2 C Z a. _ FF 1105.5 I o 05.0 FS z I I FG .1 � �� FF 1104.5 n• - � E�"� � � 05.67 FS 1 B � - _ .5 PE = 1104.7 FG I - 3.0 \ y,+► PE 1103.7 00 0 .� z. �e - FG \ - -{�8 02.2 03.03 1 I �2 0 -- CD1 o X 4.85' _j .7 " STEP » 03.03 I FS-GB r 04.3 •r FF 1106 \ 6 .8 5 STEP fi 04.0 0 \__.-. �0'� 0 0 � _ .9 I j 10 FS � I Fs � � E H - J » E H o I � � � � 1105 07. G 7 F ❑ � 04.9 o F FF = 1104.0 03.6 - ,$ FS .6 4 SSP � Q3.3 � FL o 1 - .5 0.7x t' _ _ � » oO 03.9 04.03 05.58�e 05.23 a .47 I I I r • 2.OX ` P, 03.7 04.67 FG o FL ,r--- � =1107.1 IPE = 1103.2 5 STEP ( FSB 05.0 Q o 04.1 FS cn I FG J r FS-GB E H GF M �- -• - .8 r 4.08 FS 04.2 - 01 .2 I �► GF-1104.5 4 FS o �' 06 " MIN ,n 3.60 FS N 02.94 FG 11.57 FG cn 03.3 3.95 (•�4" STEP U_ OS'56 GF=1105.5 4 ae FS 5 STEP \ \ .6 -Gg C a FS - a�3.5 o c.?�=� FS o [W.29 � �06.2 a� .r7 3.10 o • FS-GB FG 04.01 o -GB F - 05.17 F +� ee 04.371 .S05.9 co I o! 0 3.0% 02. o FS 4 FG I o o - I - FF=06.0 N •g ►� 06.18 .5 µ FG F co "'�' co .- � 1�+ +e .-04.3 10 --a- O LO 02.64 TG • .8 04.4 , . a, .-GB \ ci ca-- FS •�? - o ► 4 co 02.90 T cD_iv FG 4 - 04.8 FG opo r' F 4 S R 3�6 6 8 S '� 01.82 IE 4 v 03.9 ,a 05.51 TG 03.2 © , \ '-' 30.0788 83 01.88 I as 4 STEPS N 4 ,4 ac Mi ao .14 FG- .� TG :� 4 o 088 \ 1 .3 .90 o��, 26, -,, FG 3.72 TG _ FS r 4 11 IE FG 10 LF FS B \ \ 5' S 04.52 0 0.5 02.71 � N 05.12_ 02.09 I 0 4 STEPS v 4 STEPS 40 n 1 k 0 �` •�� ��. S F 01.9 2 4 21.6 j' S FS / F� PS o Ox.91 I E °°ao �* cOFS-GB _N o' � \ � M 5.37 4.72 � _ \ )1.8 ® 16 .5 � " S 0 4,2 - J 1.0% MIN _ �1•8B, . !�, \ w s„ 02• 2 .15 12 60 r� 50.00 O 0.5 33.81 4.1 S 6 FH F )4.91 \ TS �` O� FH M 02. S S F w � I r o, •so o• �, o 02.9 03.0 0 .4 N03.9 w �� 71. �+ 1_0X MIN 4.5 'r� ,,�, • _, �, c7 :• _� c� , p to w F 03.7 04.12 04.29 TC 3 u LF C 03 83 iE�� o 9.o I \ r 5 /• �1 v N �' o�o Or, � N F ,n TC 0 2.OX ��, 4 33 x I I 0 02.8 �, Tc • _ 4 STEPS ? o�� oc,* c� p� " WATER 00' \ FG �� - o n co 04 - o w�' r' ' �* 0 n N 04.26 TG R-_800• _ 0 03 ? - �' + oma- o + 0- + © FG CT3_ » S O S) r i m N ci� c-01# `ti v oa ��`'� �, r i c�+� r i c�3 03.05 �+ •� o n w w N w n \ _ �H = 1113.8 03.3 FS � 9• I 10' = 1103.0 .3 '� 30 M - FS o N26'10'29"E _- 31 �" c.► "�'� 1.50% 78 TC 3 7R 29639--2 I 03.3 Fs �.3 01.54 / s o olc ., ,�� �� �, N �� N 04.32 IE SAL M W Y -- r I M G 0�.43 l " _ - �, k '��N ry� rn w •85 TC LOT ] 2 O I � MIN 02.33 �2'7 FS �j �' sEwER 02.69 TC � © co 03.0 to .35 �' Or 3 02.71 C o n N n N Ln c�` v cr 07L I `� 0 2. I o FS �.ox �° • FG 3- 02.23 I E cv V 3 cv n#. �i v r .Oe� 02 25 FS o 02 25 03.10 a 0 �co o 0 N O 0.5 28. l� G G + ©� FS +o° + 0 N O G o o w Q5.10 TG 14.0 LF I �? 03.0 0 7 8 0 D W� # O .0 • FS S 04•B0 IE I t FG 03.0 G Q1.5 ��.25 2.0 W FS 02.65 T I U-' w o FS w w F FS 5 29 I 30 I I FG rL-c� 01� C 02.19 FS 4 T - s ,40� ?�3,) 4 - � 3' 6 'S rn r�Nr 5- 32• T 14 TC S 01 24FS 'n g FS FS 4 O 0.5 S 49.84 4• ti 04.90 FS -, '0 2 I 4.0 x_MI 4 0 7 I O M 23.82 . 50.00 - 28.89 TSPS _ T 01 0, 7.4 RZ � 3 S °D \ T co g4:1 1.0 IN X 02.00 � ;.� 02.71 0 03.30 T 03.80 TG O 0.5 N 04. 03'IT' �v 4 4.2o T6 04.60 T 4 °° 5 10 _ - -FP r FS 4 a 02.53 I E) 05.13 0, f-GB FS o 3. O 0• 8 c , co 04.71 02.5 i I E r at FS 04.5 05.71 03.53 I 06.1 FS '�,►� as O6 4 \ Z • - A FG o r7 '11 01. / ,,. 02�03 Q3.1� FS � 4' 04.4 05 24 � 03.9•a� FS-G 05.6 FG 4.6 � � 9 � 05.0 FS 8 ,6 - c� o - - o FG 05. .� EL-G8 F 1 TC - FS�_.._ [--GB11 0 03, g o `�°�G 0 5.27 FS GB o N .8 j"R 111n 4" STE 04.90 �O FG N .,58 01.90 - V o .4 �+ FS I 0 FS S 4 V_ - FG GF=1105.1 4 cv 05.77 FS 0 I 05.7 v » t_ FF 5. I N FG z 03.7 4 STEP _.i I J © v » FG 05.7 06. 1 o z - 2 � � a� o FG 04.5 0 rn 05, ►� I 6 STET " 1.7 T© 04.77 FS o 04.63 3 -� r 6 FG x FG -I 1 AV AR 0 _ AV/ AR = 1103.6 �� 02.7 15 3 STEL 18•+3y 6.1 h / �-� o LL_ 2 OX LO FG o- 04 FS_GG FG Qo O6. 0 5 1` \ FF 2.8 0 01• v+ w. o / 04.1 I � I z t o© � ® ae o �r I o 12 1 rn PE » S�pS FS FS - N o� I © k 0 1 o _j 0 z r 5 5 .1B FS n 1.Og �- - 0 � '� Oo � - � �O N : H 03 -r,0 0 I I V_ 04.7 3" S ® r " STEP G 1g" N FSz �' at 4 F I o I � - � � � FG � •- 04.4 � 0 0 � 67 FS ani 8 HARDSCAPE PE I - 004 /1-B\ 05.35 F C 0 O6. 00 r-: 0 OCD .1 a rL 3�+ l r03 I 4 Q LANDSCAPE ARCH I TECT S °p o I -� �0 0� U1 0 0 z o r 0 10 L 71 TC 28 I ® v I - .- cn z 1 2.0% 02.8 © �.F 44 PLANs � R ® R 1 1 A , o R/W - F `' 21. I 5 5 MIN FG 0 � I � �® .- o, � 05.2 05.6 _. ,1 10 10 I FF 1105.1 2 A v o ,1 FG FS FF = 1106.1 0© z or = 1107.0 11 3' o FL OF PIPE 1/2" SIDEWALK INSTALL 1 1 3' M N in F /00.94 TG _ I 0 = I r- `n FF .2 I " REMOVABLE \ 5Q� ,0� p,98 t 2.7 w_16• - 4 PE -- 1104.3 1 PE 1105.3 FF = 1 �H PE = 1106 \ ABOVE GUTTER 6 \ ,� 1AIN. - 1.6 � --A w, .44 I I I PLUG z.9 1� {3 LF 0 FSD 01. I � _ °' 05.3 05.3 I PE = 1105.9 06.2 Ott) 1 6. 2 5 10 -� �- 2 LF ^ FF - 1105.6 M 05.9 0 14 INVERTNELEV. 4" PVC \ 110 LF 2 a 0.92 72 13 LF 5 •Q+ FS E H 04.3 4.8 04.8 FG 2 FG A O rC 2 O 1.Ox O 1 ` N�04.2 FG [/RFG PE - 1104.8 FG FG OS.9 FG .8 PER PLAN J 2% 84.66., o .3 4 FG 4 1 I it z 5.4 FG Vr -- \ 4..3 .5 02 cr 00.56 TC K z C o .� .� I _ \ \ 1 �2 9• �. 8 3 !� z o . I - 05.3 o - l'T_ •,.:. G FG rFS Z .10 IE 1 0 ., ® _ o : / N ' - • •' \ F 1 A 02.85 00 8 C _ c�1 `' N � o �'• N FG- OS 3 - - .- CV � �.. - 06.1 FS .73 T / - - - 1 1-P-FL .23 I E �, , - - in `" .2 2: ' - =�:,-..:r- t.•;r. \ o •3 � S ` 4 FS.79 FG-+P 5.3 04.6 FG 05.1 0 r� °° 63.79, Q � 04.1 4+ Fp .5.63 � 05 7 2. 1 FG \ r - FF . 1102• 4* 5 o `� w AV 00.91 J HP--FL °°� co 5.9 ��L pF. 02.97 FS 1gg.97 IE 3 q ,... .. .. `FS n co FG 55.40 . 3 \ ` 2.076 02.5 gg.51 rn 5.3 PE=1 1C��3.9 � % 1D` - FS INV ELEV PER PLAN M1N FO ' 00.7 air 4.8 FG 54.06 CURB k GUTTER 3"x4" REDUCER 4"x4"x4" TEE \ 34 10 00 38 w 00. - FS �ryu►P, FG 50.39' PE=1106.2 4.3 35 3" MIN PVC (SCHEDULE 40) .5 1.0% 1A1N_ - TC \ �' .7 T 4I FG .51' PE;=1 108.2 C- \ G --� 1 17 TG / 60 99.20 IE 36 19 �4.02 ./ ' y IE 10 LF ,40.44 37 ELEVATION \ _- , 2. 2 FE=1 1°4.6 N 44 TRACT TR 30668-2 / BOUNDARY Z g w U 1 1/2" MIN. COVER \ S,� m k. `. M _, ';, . .._ ►_r'.�• . `� 6" FH In AV AR sT NK SIGN FNHAREAR ENHANCED SIDE BACKWATER a 9" 6" N z �� LOT NO. ttLEVAT ENHANCED VALVE Cn 1 YES LEFT-REAR NOT REQUIRED \ 2 YES REAR NOT REQUIRED Uj SECTION A A ^ v�� 3 YES REAR NOT REQU I RED 4 YES REAR NOT REQUIRED a 5 YES RIGHT-REAR NOT REQUIRED CONSTRUCTION NOTES ' R 30668 - 6 YES REAR NOT REQUIRED cD RIVATE DRAIN R H �: .'LO 7 YES REAR NOT REQU I RED 2 INSTALL 3" P.V.C. SCHED. 40 j OUG CURB DETA 8 YES REAR NOT REQUIRED w 9 YES REAR NOT REQUIRED a3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL HEREON 0 10 YES REAR NOT REQUIRED UNDERGROUND SERVICE lUj y 11 YES REAR NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION ,\ 23 YES LEFT-REAR NOT REQUIRED z 24 YES _N/A NOT REQUIRED �5 INSTALL 4" PVC SCHEDULE 40 0 CALL TOLL F ■ ■ . 27555 YNEZ ROAD �400 20 0 20 40 60 25 YES N A REQU I RED 1-800-422--4133 TECu A,CALFOFiNA 92591-4679 26 YES N A NOT REQUIRED I RED CONSULTING 909.676.9042 ■ FAX 909.676.7240 ■ www.RBF.com 27 YES RIGHT-REAR NOT REQU I RED o GRAPHIC SCALE 5" SLAB PER FOUNDATION PLANS TWO WORKING DAYS BEFORE YOU DIG L D04-0 9 7G R Z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALEQo F E S S I p b DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED 7 r5 Drawing No. 1-11 o p �A ! R. CARDEN/M. BOECK SCHAUBERT/R. CARDE J. TANNER EC ENDED BY. DATE. � CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,� � �� ared Under The Supervision Of o 1" -• 20' w No.so132 ACCEPTED BY: DATE. �' PRECISE GRADING PLAN Inspector SEE SHEET 1 &P. 6/3%6 Date: DEPUTY DIRECTOR OF PUBLIC WORKS 2 TRACT 30668 � � RONALD J. PARKS � Date Completed VERTICAL ,rf' CIV 1` ��� JOHN D. TANNER III WY PHASE 3 Q p eted if�F C A` � R •E. No. 60132 Expires 6-30--06 R.C.E. No. 15744 Expires 9--30-OSl�f �= OAK PARK LANE - LOT$ 1 TO a N/ASALEM WAY - LOTS 4 TO 11 AND 23 TO 28 SHEET 2 of 2