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HomeMy WebLinkAboutTract Map 30668 Lot 12-22,29 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%. PHAS 15 215 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A *Dr MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL ding SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR � �� 'A MINIMUM OF 3 FEET. r an 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 .4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARI � mecu a a � a aiorniIn STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 7 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS1111"M....... TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL COMPACTION IREPORTLLS VFOREANLPROPLSLOVERPLACED DEEP.ND WHO SHALL SUBMIT A FINAL LEGEND 7R. 30659- 1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TOP OF CURB 0000.00 LOT �4 �' wA��w PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TC GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FLOW LINE ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. HIGH POINT HP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. FINISHED GRADE FG 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED SURFACE FS -� s PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. 1 2_� 1 3 1 4 15- TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE �� --�---y _, PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF GRATE TG VICINITY MAP RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN --- -- CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF FOOTING TF _ -"" "� =' NOT TO SCALE 9. THE THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF WALL TW HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND' DRAINAGE INSPECTION. - -- THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE TOP OF SLOPE TS SALEM WAY -- -_- FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . 7R. 30668 � - - --_.- 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION GARAGE FLOOR GF 0000.0 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY = - DURING THE GRADING PHASE. PAD ELEVATION PE 0000.0 ___ 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF FINISHED FLOOR FF 0000.0 IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. =- SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WATER SERVICE z I WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. Q 2 2-� 21 -2 0 7R. :29539-2 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SEWER SERVICE -� _ _ _ L07 19 HIGH POINT BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. I F Z19 =� Q` A PAD ELEV. -0. MIN. STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN DRIVEWAY W _-- MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL - 6" MIN. Z z APPROVE PLACEMENT OF FILL. SLOPE _ MUDSILL *em I I 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES LOT NUMBER IN GARAGE AREAS GARAGE FLOOR SILL IS 6" MIN I I ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING Q _ ABOVE GARAGE ' 110 ' AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING /1A\ 7R. 30668-2 V FLOOR SLAB I ( I GRADING OPERATIONS. UN I T TYPE/ELEVAT I ON R I VARIES Da $ A,R VARIES $ DW C RI SC I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. I ,� ** ISD) IES I GARAGE DETAIL I 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS INVERT ELEVATION IE I PAD PAD I ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED BACKWATER VALVES BW z FF z z FF CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL M SLOPES OVER 30' IN VERTICAL HEIGHT. I I 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ENHANCED ELEVATION TYPE- EH I I OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION SCALE: 1 " = 50' I 47 z I (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO AMOUNT OF EXTRA DEPTH 12" MIN. ABOVE PAD ELEV. Z ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT FOOTING REQUIRED O r I Q oo� o I GROUND SHALL BE GIVEN. r %% LOTS INCLUDED ROUND OFF TOP10Z 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS EXTRA DEPTH FOOTING x P/L OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 5R W THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES DROP PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. DROP GARAGE O.X' TYPICAL SIDE YARD DRAINAGE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SECTION AmA EOTHER NTRACES) MYBESETBACKAMINO T � SFSTRUCTURE FP�TIOS, PORCHES, COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 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 THAN8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES E AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALLrn 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. o 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 *** 0 CONSTRUCTION NOTES & QUANTITY ESTIMATE 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' NO. ITEM QUANTITY UNIT 1 - MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. " 6 MIN. 1 LOT GRADING (11 LOTS x 50 C.Y.) 550 CY � FG O FG FG o 0 0 s v O 00 0 16 INSTALL 3" P.V.C. SCHED. 40 183 LF LO3 -: EXTRA DEPTH y, FOOTING a a3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 13 EA 12" M I N. 12" MIN. =PAD ELEV-FG " 13 9..j EA WHERE NECESSARY " 2: 1 MAX. �4 INSTALL 6 GRATE PER N.D.S. N0. 40 OR EQUIVALENT 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12 MIN. 6 MIN. Q �5 INSTALL 4" PVC SCHEDULE 40 38 LF 21% MAX. MIN. 21% MAX. 2% MIN. a 21% MAX. co TYPICAL FOOTPRINT SECTION B-B SECTION C-Cto 0 C3 SCALE: 1" = 40' - SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE Uj DETAIL NOTES U w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER CL BASIS OF BEA RING NOTECL © ALERT PLANNIN[3 ■ DESIGN ■ CONSTRUCTION e0tn�NG ,�Nn 94FE T Y 0 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES a CALL Til FREE 27 YHEz�� sum 400 647 N. MAIN STREET, SUITE 1 A 40980 COUNTY CENTER DRIVE STE. 110 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST < 1-800-422-4133 TEWCULA,cALrA 92591-4679 RIVERSIDE, CA. 92501 TEMECULA, CA 92591 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN C E3N S U LT I N G 909.676.5042 w 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 APP 7 /v o TWO WORKING DAYS BEFORE YOU DIG AMW Gar 29 0A r n,�r� ` LD04�-101G R a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ��F�$S1� DESIGNED BY DRAWN BY CFECKED BY 7OF Drawing No. o J. FIELDS M. BOECK SCHAUBERT J. FIELD J. TANN RECOMMENDED BY: DATE: �-� CITY TEMECULA DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUM 1 NUM DISK, FLUSH IN ��O 0. j Aja / E R Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� r a, Plans Prepared Under The Supervision Of na COUNTY BENCH MARK T-46-81 RESET 1997" � s ACCEPTED BY: DATE: /9 ��" o PRECISE GRADING PLAN p EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w Na.60132 ^� -.��---� � � Q DEPUTY D I RECTOR OF PUBLIC WORKS �, Inspector THE SOUTHEASTERLY CORNER of THE BRIDGE Exp. 6�3D�06 Date: RONALD J. PARKS TRACT 30568 � OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER I I I - u NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf' CI V I� �ti�' r ti TITLE SHEET Date Completed CONCRETE SIDEWALK. if `1E�� R. .E. No. 60132 Exp i res 6-30-06 R.C.E. No. 19744 Exp i res 9-30-05 ''rf 1 �- ELEVATION = 1097.163 N/A F C k PHASE 4 LOTS 12 TO 22 AND 29 SHEET 1 OF 2 TR 30669--1 LOT 54 R/W 5' 5' INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" PLUG FLOWLINE INVERT ELEV. A 4" PVC PER PLAN 2% 08.6 48.41 ' -- 2: 1 SLOPE �� :'•y! 09.5 34.69' 13.92' 10.4 57.06' n TS _ TS 08.3 TS 09.2 - 61.69' TRACT BOUNDARY ,n �-FP -H �_}•p ^ TS 2 10.0 °D C ►n 1 17.23' �. 07.4 m - �- - - rL-HP �° 0• 't 12.1 ,n A �-+p rn � �°aS 10.2 TS 44. INV ELEV PER PLAN -- N >K o FG N 94 CURB t GUTTER " N 07.6 - o z r 7.0'# K o o -- _ 3"x4" REDUCER 4x4 x4 TEE FG z o VC 6.13 N ® 7.12' cni ~ '0.9 w �1 . 3" MIN PVC (SCI-EDUCE 40) o K N M 09.4 09.4 1 7' I - �-hP co / (o TS- o z 5 P 1 A FG I 0.2 N N I 08.5 ^ FG FG 7.7g 11 o 1 N /NCr 59.38 I FG 2 V B 07.6 07.6 EW � FG FG 11 - R �/.* �..2.� .919LEVATIOIJ FG FG R - �� FF ' 1110.2 I � 10.2 I �a z 3 A FF - 1109.3 PE - 1109.4 14 FG z tH 07.6 07.9 PE = 11 OS.s rn E H �F '2, 1 ^ r3 SEE TRACT 30669-1 1 1 o FG FS GF=1110.5 z - 111 l • FG p rS LOT 54 PASEO PARK EH o EH FF = 1111.0 10.5 0 = , 1.9 2 ® .? - PE=1 106.8 GF=1107.9 I z " i.+l as -coV PE = 111 D.2 FS •- 111. 1 0 �_/3 ~' `� Sr.) PRECISE ISE - LD03-275GR 5.2 � .5 STEP z z 9 r s• 8 -� _ e _ 1 1/2 MIN. COVER aK FG 8.97 Z .010 •1 4 � -- � RETAINING WALL PER /� o F 2. r 9 1108.4 � o � 0 �.0 SEPARATE PERM I T� N -- FF 12- � .,_ •-- - w- PE - 1107.6 07ap4 .5 -0 10.9 0 1 4' n �2 •S 2.�x o -GB I 3 I Q 10.5 �� 1 1 F 7 ' °' Q `� FG h 14 «' ', -, ` `•: `- '' "` v) 06.4 , MIN 08.88 �� � � �5 Do I r-- 09.53 ,. - FL-� E H Z 07.4 S OB.5 z a ., 08.9 6" STEP " FS FS-GB 4 STEP s. 06.93 � 08.87 FG o FG 2, t G 09.70 FS 7 STEP � _ 7 11.57 �n �X » » FS-GB I 5 FS-( ao GF=1109.7 005 10.42 FS n o� 10.4 1, FS cv 1,, IN oO ••' o F'� 'ti= f`�1 4`3.9 . 9 fi 07.9 7" STEP I FG GF=1108.8 Q8.3 �0 " 09.7 ofi Q9.45 o FG 81,, 1 - �l 3 pe k, 1 r �5P 13 8 N 0 6 FG 6.0 9.52 OS.9 o N 10.Z r o� e r 13• �rM FS `30 __ .8 FS 7.82 FS �, Ft . cr �GB FS FG FG .- 08.62 FG / oO 07.fi _ 07.6 to 9 1 'to 4 STEPS 09 0 09.5 F 1, g 4 ,� F ,� 13 / FG 7 76 FG .5't ca -O 1• 4 T ni aD `° w 0.5 08.3 u�- -GB- 30 FS G 8 c4 d aa'a � 11 29 ^ •- r2 6 T� O h S S r2 7 0�! N -�°' SECTION A � 4pl G8 06 5 d° ;r, O 0.5 OG.93 N c0 IN 7.52 FS ��_ 5 er 4 STe /co 10 a az et FG ao FG 6.62 ��� .21' ------ EPS s FG ' - N - T � .v o FS f 08.305' ._ rrj -5 � o / •° p ' C:) FL- at FS �- 14. 7.49 s 4 00.02 TG 4 S 8.57 g'29 FS F r•S 12 r `' .15 _ 55 40' 55.41' F 07. 48 57. ©A _ o '- G . 1 FG o� 4 . f 1~ AV/AR 05.4 S 4 S 56 .68 FS 4 W W OS F 1 1°- FG ar �'' /� �9 / / PRIVATE DRAM THROUGH CURB DETA 05.87 F�. �• �•9 `° � 1 � w '6 W F ' 1 __ S S 5 TF �� (O 'fes o� 3* F 3° r1.6 w ^ 'E' _�' 2_0 o N 0 2. ? Y w s•�' 10 0. � '�k r2 132 _ /. •• 14.0 LF LF 2 A rD CA � � r\ 0 07.74 TC �- � w � F �' FG •° �` 2 a -��� o 07 7 TC ��. 0 0 .,, �-- 0�.9� O 2� X - ��- v �V °' -c rn� Q07. o '' 07.28 IE 3 �� • ci°° N ��' -o c, 06.0 TC °' o- h, 07.2 IE +qN c� f- .� / .. 05.97 TC 05.5 IE - cam + 3� 14.0 F 6> 12.0 LF T o N 3 05.51 I E ^' R=300.Op d `- 2 O 2. 4 ° 20 7 1 O 0.6% 34 u O 1 O9 7 o FS_ f0.9 sp TR 30558 R=800.00' ►'� c4i 3 33 STREET LIGHT 3 09.45 C ? $ 2 G 9 r� - --- - 35 3 08.99 IE F 4 10.4 IE 4 n SALEM WAY 'S +^ � s" FH _ -- w o. s s �s F ° coir N 1 a* 8 � ,�O 3 .80 TC �c, 07.96 TC '"� � .53 T 3 ��� a � FS 1.17 T / os 3 �o- v o- 00- �, o^. 34 I E o 07.50 I E S �:^ 2 `� 3 0 0� 2 r 4.10.67 I E �j 06.19 T -< ao °� o 3 09.07 n / �v 05.73 I 4.0 LF F' �V + o co °x n �J r O 2.0% 22. �'� • A �� - -''e �o'G 0.3 7. FS W .Ox 2 w �1� ~ ,\• ,� � o STEPS�V I � . M 1 FS• 07.52 5 2 0 2.OX �4 FS 8',`c, a."o 0 W. 0 5.9 LF I F 7, ��� 4� '``V• e� FS' r1 5 O 0.5 4 O6. F 37.68 _ S c-,� � o• • 14 / 06.01 I S 20.94 n 49.58 �� S v 4 I 3 10 '� 11.10 / N 0.5 07.62 IE ,35 r ro•4� FS �� -04 06. cr 06.3 10.02 F 12.0't 0 0, 89 C cw 3 10.73 TC 10.54 f•�/ �v Ul)�� N FS w o 8.60 09.6 11:4't 5 09.3 2 O If �o-� 10.27 IE `�_ IE / 0FS 7.3 4 STEPS ' in 4 .58 FG 4" S FG o z I 11. 1 °' o •� /- `' '0' �-G�• ST NAME 2 10.0 00.6% -Nr O 0.5 °D .07 FS `" 11 FG 4 0 4 ` \ / S-GB 1. FS-Gg �' 10.2 / 1 SIGN 3 10.95 TC 3 4't 08.4 08.54 - 1. K FG FF, °' 0 11.5 0.� S 10.49 I E \ ./ C) S o FG FS 10.4 3/•'► Ul 0 0 11.g �"GB ,\• FG 4 s FS Ip TE S G I .-- 9 .93 I e4 I- l 11. o r 2 10.0 LF / 1" AV/AR I O =1 108.8 FG FS M 2.pz Fl.48 11. , 11 4 S- 12. ^� I£ 4 O 0.5% 1 STEP o8.5 07.4 21 d (l v M S FG S ry > N •8 I z FS FG �-GB I 11- I 8.80 vFF = 1110.4 0 ' N ,7 o FG '`6" 10 IC ��;i >� 5 PE = 1109.6 111 / ~ _ 12.2 12 S ° STREET�t N 1 Q� � � '- "•- � � 09.2 ,1.2 TW 1,. 1 Fc o� 11.53 FG 5o Fs F'•5 1111 � TR 296392 coo z OI Z z 08 5 TF o I FG " ,- / 11 FS-(,,g G .7 �+ RIM LIGHT I I v I -,,09.9 09.9 0 + STEP 12.2 '�-Gg '2.5 3 O \ •� LOT 19 r` I o AIN NG WALL PER I �Q 11.57 FS 10 2 l o s;�S 23 W I� - 1C T - o s 6 31 I � �_ � SEPAR E PERMIT T ,_ 1 � o •- / � PE=1 106.2 FS F. .1 N 12 - ss Mi N F _ .o / l 8' fi o© fi •fi _ I PE ; 1111.9 a; . FG Fj� - 28' oaRET 1111. 1 °` GFS P 1, FF = 1109.3 I FG K 4, AINING WALL o ''12 E - 1, 13 0 8' 0' 18 8' 1091 08_fi PE = 1108.5 0 / SEPARATE L PER 12 5 12.2 6. 1 05.9 T I o© v NC F-S S 1* I I GA ION1EH08.5 - . FG o z FG - '/ FS 08.5 09.6 X . 'q METE I FG FG 12.94 ,1 - .4 "' � o �H EC 4 17.2 t �, 1 FG o9 1,.2 N 12.2 / J 6'C,rc / - ® oz 4 C / 08.5TFI o 10.2 / O �ry RETA I N I W LL PER I v �, - 10.9 1 V SEPARAT PE I T I r / .5 11.1 -�+ 2.2 / V _ FL'hP o FG 09.9 TW * 08.3 o in FG I eq FG �, .� 12.2 r / T •` °o 1 F o 0 .1 / ^' Q / C 06 59 05.9 TF 1 ' G 2 ?• rn � E 36 FS 9.5 °' °' 10.6 I 2: , S w -1 N 11,gg �`/ ^"�' O % / cCL v C TS 74.61' TS 47.05' 13.58' TRACT BOUNDARY 29•' h 12.0 /// S• ^Ok �j� 1 // 4g ' C / // r- PE-1108.E � 20 .ss, 3 1 / / NC 0 PE-1115.0 v cC� Uj0 12• TR 30668--2 T 20. `�• o 1 0 r f o IL / n 0 / rn LU LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER Q ELEVATION ELEVATION VALVE _ 12 YES N/A NOT REQUIRED 13 YES N/A NOT REQUIRED CONSTRUCTION NOTES co co 14 YES N/A NOT REQUIRED o 15 YES N A NOT REQUIRED INSTALL 3" P.V.C. SCHED. 40 _ Q 16 YES N/A NOT REQUIRED SCALE: 1„_Z 17 YES N A NOT REQUIRED CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL HEREON 0 UNDE RG ROUND SERVICE 18 YES RIGHT NOT REQU I RED INSTALL fi" GRATE PER N.D.S. Na. 40 OR EQUIVALENT i 19 YES LEFT NOT REQUIREDz C:) ALERT CANNING DESIGN CONSTRUCTION 20 N/A N A NOT REQUIRED o 20 0 20 40 60 21 N A N A NOT REQU I RED Q INSTALL 4 PVC SCHEDULE 40 0 C&L TML FREE 27555 YNU ROAD,SURE 400 22 YES RIGHT NOT REQU I RED ca 1-800--422-4133 �A,CALIFORMA 925A1-4679 5" SLAB PER FOUNDATION PLANS C 13 N S U LTI N C3 909.676.8042 • FAX909.676.7240 • www.RBF.com GRAPHIC SCALE TWO WORKING DAYS BEFORE You DIG LD04-101G R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE �p�E S S 1p DES I GIBED BY DRAWN BY CFECKED BY ?/`�� Drawing No. o �'f� J. FIELDS/M. BOECK R. SCHAUBERT J. FIELD J. TANNER RECOMMENDED BY: DATE. ` / CITY O F TE ME C ULA DEPARTMENT OF PUBLIC WORKS TA Contractor HORIZONTAL yW �� �, Plans Prepared Under The Supervision Of rn „ _ --• ACCEPTED BY: DATE: 5 o '' PRECISE GRADING PLAN o Inspector or SEE SHEET 1 1 20 Nv.801/0 --- - Date: - / DEPUTY DIRECTOR OF PUBLIC WORKS P Exp. 6/30/06 RONALD J. PARKS _ TRACT 30985I--, VERTICAL sf ` �� JOHN D. TA NER III = M_ PHASE 4 Q Date Completed elf Cl r, � R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 -- --- N A of C��,1 SALEM WAY - LOTS 12 TO 22 AND 29 SHEET of / Z 2