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HomeMy WebLinkAboutLot 1-6,23-33 Precise Grading LEGEND TOP OF CURB 0000.00 Traiat No . 30669 1 TC FLOW LINE FL HAS 6 GRADING NOTES HIGH POINT HP 15 215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA FINISHED GRADE FG '� BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, recise Grdinga �AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES FINISHED SURFACE FS GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ■ 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. TOP OF GRATE TGIn City Temecula te of C li ornia DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A TOP OF FOOTING TF 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 TOP OF WALL TW A MINIMUM OF 3 FEET. 15 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . TOP OF SLOPE TS 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED GARAGE FLOOR GF 0000.0 Sw SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. PAD ELEVATION PE 0000.0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL -117 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FINISHED FLOOR FF 0000.0 , THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. WATER SERVICE --- 2 S100119 -A 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 3 2 31 30\ 2��� d �► PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SEWER SERVICE �\ ��, \,, \ \� \ �►� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ` ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, DRIVEWAY - --- GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN SLOPE VICINITY MAP ONE FOOT. 8. ALL GRADIN H LOT NUMBER � � `� ' NOT TO SCALE G SHALL BE DONE I N CONFORMANCE WITH TH RECOMMENDATIONS OF THE �\ ---- - '�'~r Y PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/12/04. / TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE _1A GLOUCESTER CQUR PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN UNIT TYPE/ELEVATION R / RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ' CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INVERT ELEVATION IE 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 OF)HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. BACKWATER VALVES THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE '4O \ �\ 2 FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE. (909) 694-6411 . E7 \ ENHANCED ELEVATION TYPE EH �Ir 2 4 \ 25 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT AMOUNT OF EXTRA DEPTH a I SED E CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. FOOTING REQUIRED 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, HIGH POINT EXTRA DEPTH FOOTING11171 PAD ELEV. -0. MIN. WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF A IN ACCORDANCE,WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. DROP Q SHEET 3 R SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 0 X� �/' \ TRENYO WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DROP GARAGE C- \ \ \ N z 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUNDHAS O / \ 4 COURT BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER S „ 0 E DELETERIOUS MATERIAL. IF 6 MIN. STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN \ 1 \ \. MUDS I LL 10TrP. 10'Tr. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. IN GARAGE AREAS VARIES �°� $ AR S*** $ ( �; RI SC A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL GARAGE FLOOR TSILL IS 6 MIN * VARIES APPROVE PLACEMENT OF FILL. l 2 ` 3 _ ABOVE GARAGE *** �) ) 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES LOOR SLAB ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �(j ��F• PFD PFD FFz AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING \ i z Z GRADING OPERATIONS. �\�s GARAGE DETAIL \ o. :2 :2 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. \_ 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ` "%%Nam mmr z ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED �\ ` 11-1-4k z b ~ 00 CIVIL ENGINEERSOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL \ 0 , lot SLOPES OVER 30 IN VERTICAL HEIGHT. „ +x T_ 12 MIN. ABOVE PAD ELEV. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION R W OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION ROUND OFF TOP (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT P/L 5' TYPICAL SIDE YARD DRAINAGE GROUND SHALL BE GIVEN. SCALE: 1 " = 50' DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES LOTS INCLUDED OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES ENTRACES) MAY BE SETBACK A MIN OF 7' . PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SECTION CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. A-A VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED FOR REAR YARD SLOPES GREATER THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN EE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO THAN 5' IN VERTICAL HEIGHT 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES a CD COMMENCEMENT OF ANY CONSTRUCTION/GRADING. IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A T MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN AV)ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PUBLIC RIGHT-OF-WAY. NNI 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 42' 42' 42' R P/L } DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL VARIES *** VARIES *** „ VARIES *** o BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE 6 MIN. 6 MIN. 0 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT - 2 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 6" MIN. o STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE LOT GRADING (17 LOTS x 50 C.Y.) 850 cY O O r,7 FGIL FG FG v CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE " In o CD CD CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. O INSTALL 3 P.V.C. SCHED. 40 256 LF 3 ; ' EXTRA DEPTH a FOOTING o �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 17 EA 12" M I N. 12" MIN. =PAD ELEV-FG " WHERE NECESSARY 2: 1 MAX. �4 INSTALL fi GRATE PER N.D.S. N0. 40 OR EQUIVALENT 17 EA „ Q 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 12 MIN. 6„ MIN. _ 21% MAX. MIN. 21% MAX. 2% MIN. 2,% MAX .TYPICAL FOOTPRINT SECTION B-BSECTIONC-C i O SCALE: 1" = 40' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE w DETAIL NOTES U W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY QWNER DEVELOPER BASIS ALERT PLANNING ■ DESIGN ■ CONSTRUCTION OF BEARING NOTE a_ ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES Z CALL TOLL FREE 27555 YHQ ROAD,SME 40o 647 N. MAIN STREET, SUITE 1A 40980 COUNTY CENTER DRIVE STE. 110 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST -800-422-4133 .GALA s25®1-4679 R I VERS I DE, CA. 92501 TEMECULA, CA 92591 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN C O N S U LT 1 N G 95 676.6042■ FAX 951.676.7240 • www.RBF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. > J DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 i TWO WORKING DAYS BEFORE YOU DIGL D04-119 G R Q DESIGNED BY DRAWN BY CHECKED BY 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �p�ESS1p - Drawing No. o �'�� R. CARDEN/M.BOECK R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: z li�a�' CITY OF T DEPARTMENT OF PUBLIC WORKS a 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN ��o _ T IUyj�,�•_ eC Contractor CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,�W ► �Yf Plans Prepared Under The Supervision Of o rn COUNTY BENCH MARK T-46-81 RESET 1997 A w �.X132 ACCEPTED BY: DATE: �¢ S v T PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT S NOTED `� Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE c '� --- / / 1 D� DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK- 4.5' 41 Exp- 6/30/08 x} Date: T RONALD J. PARKS o TRACT 30699-1 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr' ��! JOHN D. TANNER I I I1° TITLE SHEET Date Completed CONCRETE S I DEWALK. l 0� 60132 6-30-06 ELEVATION = 1097.163' N/A E pF C A�1� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 lrfla ,,. PHASE a - LOTS 1 TO 9 AND 23 TO 33 SHEET 1 OF 3 � 04-73 TR 30669-1 TC 41 V-� R/W PE=1106.6 ------ 59 50 INSTALL 33 FL OF PIPE 1/20 SIDEWALK REMOVABLE PE=1105.3 ABOVE GUTTER 60 PLUG FLOWLINE 40 PVC- 32 INVERT ELEV. A co PE=1104.6 PER PLAN _j 2% % ro if, CD F N3X 6b •-•-\ *0 (JC Lit -------- st"_ CURB k GUTTER INV ELEV PER PLAN --- ------- STEF?"Cou 3ox4o REDUCER ti�z 4"x4"x4" TEE .................. Q co F?:L�550.00, F? 3 MIN PVC (SCHEDULE 40) 40 --z:24 PE=1105.7 ------------ C it 1n AV AR WA 110 0 6" M ELEVA TR 30669-1 TION 4 03.90 TG 03.28 1 3 44 TC 04. ,98. IE LF MIN. COVER-� 2 S 1 1/2 0 2 4 �on G 'er, 4f I tv 03. 7 0 �* - CV .0 10 S 0 0 4' SrEP CV 1 1/20 IRRIGATION 5 1 V 07 41 f- .CD METER Y. F 0. 10, +7 03. 5 00 60 cy enj.C14 zm Q2.91 FS CIO E'C 52 rc, 9. JX (65 - z 6 SECTION za ofil 0 (10 7 0 PE=1103.3 p,, ( ...� a 2� Ac V %� 11�;;J�; -4 2.oT 02. 2.5% 7. FS V, Wy F PRIVATE DRAW THROUGH CURB DETAL W=16.3 0)1 4f CV 02 2 10 FS 10 • 9. 10 r 61 11. -. r \ FS �10 08 co 14 Ri *f4�/ gym. E._k.. �q 00 S k (10 is? C)- kms 02.12 TC '�; 3 TR 30669-2 01.66 IE\o2.r 0 n 2.qT8 3. AlC (0 PE=1102.3 6n FH T 3 02.09 TC lop �z 99.65 0`1.63 IE Lr) 1) C1.1 1 15 L� .. !, �-_'1. 1 AV/AR_6� 09 LNni - W '.V 100 81 \=/O 2% V,) I L N--' r 4 PS// 7 ,r6, ,�� ? 5-2 10 At %K A, 0 50.32 4b OF r ly 2 Q ft STREET b' �3 7% 0 Of 00 111k XC oe Q, �-%,<. f, N - CV .4 0 'A .c� p3• �� _ 01.04 TC 01. TC Irb 3 00.58 1 IE IN f4l (0 A 0 6n H PE=1101.4 S 44.1,3, 01 Ir 170. Q 44-43 '4l\\ - ` , K N Q,- -_ // G 8 �O 4 STEPS _�01 Aa G_> 'A 01.5 .79 00.88 0.9Q I 4 r_'y' �O��lllllP oe 15 .1 C 3.20 FS b - ',�10 0 C, aj O�C� �� 04* S A 0!) TEP� � � �� `� � rr ro3 �,o F°1;2 3.27 Fs 0.-,)'S �, �- 5 0 5 3� '-��s: ' �, � TR 30669-1 -' 02 -' / S ,� 03 •3 o A Ir OD �1 0 A %f 0 orf 4b WL - 6. V � �-;; .�., T S 3 0� 0�O / -2 p2 7 r0 0�' �6 S7 Q, 0 170 ZG 10, "0' • 0 0 --- _ _ ZG 93 \ 1S 0 F B 02 8 ��Z FF ��103 -97 I,/ 1 10 E 0// 003 PE=1100.9 00 04 0 10, V va \ � \ `` �Pr ` 33.' I y opt 40 28.4* LO 10" 9 '4/� , s�► � '� � �` �,��� _ 02.2 A FL 10 1-64' 04.2 Q �C, (b TS 0 %P' ... . ...... M Z4 0 0 27. 1 3: % q C14 (0 53 sp o Cb cp TR 31053-1 00. CONSTRUCTION NOTE\= S ENHANCED REAR ENHANCED SIDE BACKWATER CD LOT NO. ELEVATION ELEVATION VALVE �0 20 0 20 400 60 NOT REQUIRED INSTALL 3* P.V.C. SCHED. 40 1 YES RIGHT 2 YES LEFT NOT REQU I RED w 3 YES RIGHT NOT REQUIRED CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET TR 29539-2 0 GRAPHIC SCALE 4 YES N/A NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT LOT 1 :2 5 YES IVA NOT REQUIRED C=) UNDERGROUND SERVICE PLANNINC3 ■ DESIGN ■ CONSTRUCTION 6 YES LEFT NOT REQUIRED 1, z ALERT 5" SLAB PER FOUNDATION PLANS CALL TOLL FTEE 275M YNEZ ROAD,8U1TE 400 E E 0 > TEMECULA,CALFOR"A 92W-4679 1-8W-422-4133 CONSULTIN(3 951.67SAD42- FAX 951.676.7240 n www.RBF.com Z: LD04-119GR TWO WORKING DAYS BEFORE YOIJ DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No. C) 0 �i S S Ion* < SCALE R. CARDEN/M.BOECK R. SCHAUBERT J. TANNER RECOMMENDED BY: . DATE: CITY O F TE ME C ULA DEPARTMENT OF PUBLIC WORKS TA HORIZONTAL Plans Prepared Under The Supervision Of Cn Contractor DATE: PRECISE GRADING PLAN 0 if-Z; I_:y ACCEPTED BY: aim 61 0 CD r" 1 20' Uj No.60 132 rn 2 LO SEE SHEET I Date: 7/d jr- DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30669-1 Inspector Exp. 6/30/08 RONALD J. PARKS < JOHN D. TANNER III PHASE 41 VERTICAL Cl v It --- -< cl/ \_j L Date Completed X�%A R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 PASADENA DRIVE LOTS I TO 41 SHEET20F 3 N/A • 39 PE=1110.3 1:11 , TR 30669-1 / / 5 - 38 PE 1110.1 1k J9 �- moIkk o. 1 � 37 PE=1110.0 1 W' 1,� j G °3 tk 1 > ° 0, _n • 36 �• � �_''� 'o- k' 03' c� �r\ �o© ,�c�� � a n - ^ TR 296392 PE=1109.7 _ Fra ? ��` Fc'�S N 1.07 �J"4 \ F ,r� 46.3 FG . ��y•ot FG - >w-01 oti 42563 3 5 .% w 1 \ � 9 14 LF PE=1109.5 F�= -.3 �.F . W l0 2.0% o 2 'a �rZ 3 �'�°k'S 1 p'L' CA' Zo 34 0FG 2 FF FSCP PE=1109.200 6 04.1 ; N 04.0 z��- 11Q� 'Z �c, O� 6' v �0 0 8,`[, STREET Uj m -� ,? 1�° » S F • \ 1 b`ti S �, $ LIGHT i. rnCP ''64.4 FG - 4.44 \ FF s b CjJ - O'y. F a' it 66.8 2 1 o� 3 FL-1-� o Z .� G .� �► '1 - 03 _ 1 L) �` cap• 1 00.51 c n 03 G k a Ir ;0 -_ 0� J 03'g - 04 3 rn '� FG o3' 3 °�` �o�1�c. y1 g'� - \ IM 05.72 _ 4 04.6 f 03.9 FL FG 04•a Z.-, Z FG `y• •� ,• av cv _ d3. TC •% � 05.1 - FG _ FL •o •�, > °p'� ' rr 5 z o FL-1 P z o 1 2g M - 4 04.6 0 ►-� 47 .P 1 1 N r c*i 4 FG �L �-n "1 ° > 'S % � o 00.4 A o- 8' 18 17'.41. 05 3 FG 04.6 `''- `� z ` °G 3F`- - 8 5.3 EWFG '' o� \ F DEQ 6 ,� 01. / - 11.92' 1 0 - �� 04.6 FG R 1 'L, cr r - a " S FS 03 � ,` . 1 _ 1B I 1105• y a -n - g`L4 rC M7; FG I F 4 3 3. F _ O 6� M - F _ 110 � o FF Fo o`L• off, % 1 , ? �I z o o \ 03 FS 3• o �% rc 00.64 1106.1 o Z � 04.6 04.9 � � 2 S�S o© 6 3» FS 42 10 FF _ QQ � FS '� 4 93 F \ r� 03 55 S �� '? 1 = 1105.3 FG •-� 30 \ ,C� 04 b S F o ��, j \ ,� \ <,c- 00.76 PE=1107.6 PE o =11 °4 04.3 �- '0 4 F""`•0 .° 0 3 '0 5�� 0, ,. r r L �i. 47� FS y r r FG 1 S v ti o �,� .�� S 3 C o 3 S F � R % wx �..- �ry ti\Ca \ �F moo• �5 10 h _ - g 1� o I ? 0"G 94 84' g o� .o S o� p� 83 ��2 �- o'` ~� rC I M �� I 4.3 6 A 02 a� a'r; F F '" � � 8' "��` v. 97\ ��> I ° 115STEP 0043 '�6 94 A . Ln IPF�E1100o�� TO 9S F�O > >•o 4�,"� > •off ' °�,�, > 3 S C-A o p2• t} p � , --:-. t7r r' � '� p o. 'L• r? Q I j I - o 04 85 F ►'i w s 1 0'y 5 1� r, T�, �S o S $ o o o .g o I oo FF_5-G x'74 0 �, FS �.39w 1 °1-`a �� -. .��r� i 0�o'� 01.21 61@ STEP r- 4 STEP n��' 04.3 F I_ 05.60 F _ FG 4. 8 �-oB 05.07 FS 04.6 88~ 4 1 P 02 p'I �� - 03.B5 8 S F� °� ��- 'M `P 2 172Lp $ Z�N >0 W 04.3 04.3 S- 04.6 FG .- F� 3 F o 33� p1• s s Q p'L F h. 0 o FG o Gg 6.12 FG 03 34 TG rn r `� __ � � +'s �' TC S 16� STEPS \� a� Q3 5 4 48 IE ys 9' > = Q -3' 1 05.49 _� Ln 05. 02 �" 34 o g 1 9 FS 01 %0' � .7 _ t' FL � • � � 1 4 7Sr 03.49 t° a°Dt 4 STEPS 58.39 LF 2 FS �� 3 :... ° FG Fi."� �' 3 ��, - Q'1-• 5 Q �` O � CEPS ao ae \ � - _� � _ � X Q 3 °'� FS 2 0__ - `v �, +>d� FS 5 cr 03 �� $ :� �` b 1Q� 5 G \ 2.04 33.78' o_2- o ��, _r F $ b - FF.3 OZ ,�p`L ,� F 04.00 TG FS o _- OS a` 02• " '�� FG F ° r'CP 4 S S 2• \ 41 03.41 IE F - o __ ,�0`1'• _ TC 0 S N ''� FG °' 9� FS \ » S1 F FS 'o _ I FS 0 r a ti i- - F rL.13 cr , r, 03. 5 F''� PE-1106.6 - 15 LF 03.17 o a-�► o � N _� l S 0 •� 4 •_, 5 0 -n o_�• y 0�,. -- - x W N N�' rn 12 �6 S •� cp 8 o y 2 0 2.O�r ° :,4 ° TR 30659-1 N w ' �- G 2 o Z- 65�o �5•� ,� a SFS_ FS G 0� \� o F o.Z,• �b 9 o ,�' d'' - _r r^n _ �, 01 9° 014.Z J► OZ �` �� w w Ov -" N D FS OZ•4 G ; TG .' - 0.50% ► "� _-- •o /� FG �- -( 3 » S ry °�. 'yr off► 6 3 03.57 - 00 �� _� ------ 5 02 9 4 1 Fl. Z �► 0 4� FS FG 2 m 03.11 IE w- �p 11 ^� - _- \ " R ? J -1�0 s 03 03. \ 19 'D- ' 4�4 \.1 I 2, N34 19 59 w + 1 - --- f__ - `� '0 9 _4.6 G 8 r 0 3 ; F �0 T " -- - - T ss P FG FG ,� - 1103 5 rL p► °Z. ° °� 1 l, _- -- _ _ \ ti •�-q.35 5 r - w 3 8 p 03• PE=1197.5 V m \ 4 .t 8 0 3$ \4 _ 03 g o\ j X10 ° 03• �- A 0 2.0% rc •` moo ° F Z FG o ; N 0 .��- Z6 29 G \ 0 FG z �5 .: C-, -r S F o , _ » � � E, 2 q� F � � FG �., - � 40 7 .� 03$ 04 3 o y z F4 02.E ti� ° N PE=1105.7 PE=1103.3 FG 2� - - 8' 1104 6 0 \ 0 G5 g5' PE=1198.0 I PE=1105.2 FF _ 11 03• A 03• 04.5 ti Ts 4 j o3 3 •� 20 O- 0 PE=1198.8 0 0 0 1't 6 ? 2 v Ul 21 Sc .�G 1 .g cry 69.41' PE=1199.5 0 O $ \04 0 F M is\ a X20, x s 22 11� `3`S PE= 100.0 n TR 30669-1 j TC TR 30669-1 S r i� PE=1102.3CL I w ENHANCED REAR ENHANCED SIDE BACKWATER LOT N0. ELEVATION ELEVATION VALVE CONSTRUCTION NOTES 23 YES RIGHT NOT REQUIRED a� 20 0 20 40 6024 YES N/A NOT REQUIRED �2 INSTALL 3" P.V.C. SCHED. 40 0 25 YES N/A NOT REQUIRED 26 YES LEFT NOT REQUIRED O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 U) GRAPHIC SCALE 27 YES RIGHT NOT REQUIRED v Uj 28 YES NIA NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT UNDERGROUND SERVICE 29 YES N/A NOT REQUIRED p PLANNING ■ DESIGN IIICONSTRUCTION ALERT 30 YES N/A NOT REQU I RED z_ 31 YES N/A NOT REQUIRED 32 YES N A NOT REQUIRED CALL TOLL FREE 27555 YNEZ ROAD.SUITE 400 1-800-422-4133 "' T�CULA,CALIFORNA 92581-4679 33 YES LEFT NOT REQUIRED C O N S U LT I N G 951.676.8042- FAX 951.676.7240 ■ www.RBF.com 5" SLAB PER FOUNDAT I ON PLANS o v L4-11 TWO WORKING DAYS BEFORE YOU DIG R ¢ CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKFESS1� DESIGNED BY DRAWN BY CHECKED BY / Drawing No. SCALE Q�� �'� R. CARDEN/M.BOECK R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: �l���d.� C ITY Q F TE ME C ULA DEPARTMENT OF PUBLIC WORKS ,. HORIZONTAL ,�`� ►� r ��, _ P 1 ans Prepared Under The Supervision Of 0 Contractor ACCEPTED BY: L DATE: Z ' oS o T PRECISE GRADING PLAN 3 0 CD Ln Inspector SEE SHEET 1 1" 20' d No 60132X_ Date: / ©� DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT 30669.1 i JOHN D. TANNER III RONALD J. PARKS VERTICAL sl �1 y It �ti� tl -- PHASE o Date Completed R.C.E. No. 60132 Expires r es 6-30-06 R.C.E. No. 19744 Expires 9-30-05 GLOUCESTER GLOUCESTER COURT - LOTS 23 TO 33 N/A �F C A�1p � SHEET 3 OF 3