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HomeMy WebLinkAboutTract Map 29928-2 Lot 8-13,26-29 Precise Grading GRADING NOTESTract 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . 29928 2 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ■i 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X IRA INAGE ise Gr SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM Is 25 � At* OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 5 LOTS 8 TO 13 AND 6 TO 9 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ I S t • 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA COMPETENT In City of Temecu 7 a--te of C a lif SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY Sff PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH DATE STREET e GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LIME 1[ 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT Ff' 1 2 3 4 S I S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 0 ONE FOOT. TOP OF GRATE TG IGEHAMPTON ROAD t 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF i THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES INVERT ELEVATI IE F DATED AUGUST 15, 2001 . / TWO SETS OF THE F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THEFINISHED N I SHED SURFACE FS 1 t� MCINITY M ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- p NOT TO SCALE MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 1 1 14 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE FLOOR GF 0000.0 cc 12 r MImi POINT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG PAD ELEVAT I ON PE 0000.0 PAD ELEV. -0. MIN. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 10 A • REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 20 1 11 WATER SERVICE ___@ 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 37r I , SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SEWER SERV I CE ------QS 21 17► 3Q I 7? Irv. I BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 35 I I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY 3 4 I VAR IES IN $ AR *** $ C I SC I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. - - 22 I *** * VARIES �� I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE 1 I I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS - �"`-` I 3 2 E I FFD F� � MATERIAL. LOT NUMBER 23 19 2i ? 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN I ; I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION 31 I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT A OF FILL MATERIAL. 24 30z S oa I z z I INVERT ELEVATION IE `3 I ao Z I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES 2 GPS x �- SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. AMOUNT OF EXTRA DEPTH �° ,' TYPICAL, SIDE YARD DRAINAGE FOOTING REQUIRED Q �i� ' ' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE �� " ,f�``/"/ 2 9 - D I STANCE MEASURED PERPENDICULAR TO RIGHT OF WAY g / 2S TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO EXTRA DEPTH FOOT I NG --- D I STANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 2 8 100 0 100 200 300 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 27 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROV I DED 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT lb GRAPHIC SCALE 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A LOTS INCLUDED MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL la. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ` ; rr" ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- it TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6" MIN. VARIES *** VARIES *** g" MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE MUDSILL 6" MIN. MUDSILL MIN. MIN. MUDSILL PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES CONSTRUCTION NOTES QUANTITY ESTIMATE FG FG OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE IN GARAGE AREAS PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS N0, ITEM QUANTITY UNIT GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, -T ABOVE GARAGE FOOTING 15' ON CENTERS SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Q LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY • - FLOOR SLAB =PAD ELEV-FG 12" MIN. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 129 LF 10.R. Q WHERE NECESSARY 12" MIN. �. 3a) I NSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT 8 EA 50 GARAGE DETAIL., 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. � 20. FINISH GRADE" SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50 21% MAX. MIN. 21% MAX. LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. 4Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EA -- 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. two SECTION B-B n N 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR '1E SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. - - e 3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS N THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ao - A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- n "� RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON " VARIES *** ft P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED to 12 MIN. ABOVE PAD ELEV. 3' MIN. 1 ' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ■ MUDSILL MIN. • ROUND OFF TOP 6 M I`N. P/L FG 5' d, EXTRA DEPTH :+ Q� FOOTING ^ TYPICAL FOOTPRINT19- =PAD ELEV-FG 71 F- " WHERE NECESSARY 2.. 1 i�AX. N SCALE: 1 40 A�7 12" MIN. " MIN, �'• SECTIONA-A 2% MIN.21% MA lNDERGROVD SERVICE x- SECTION C ��,�e . o..,oN . Qo�.T.��o� 0URC F POGRAPH WNER D VE. P FOR REAR YARD SLOPES GREATERALERT BASIS OF BEARING NOTE THAN 5' IN VERTICAL HEIGHT - SEE TYPICAL SIDE YARD DRA I NAGE DETA rL NOTES PHOTOGRAMA�ETR I C SURVEYS, i NC. LENNAR COMMUN i T I ES a 647 MAIN STREET SUITE 1A THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CONTRACTOR TO VERIFY: I F THE SWALE FLOWL I NE I S LESS CHILL TOLL F1E;E ■ ■ ■ VWzFKMD sum 400 391 RIVERSIDE, CA. 92501 NORTH MAIN STREET, SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS a 1"800-422-413.3 CALF � (909) 686-5103 CONSULTING ldre•re� • FAx�.M.72�0 - www.r�F.can, CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. A M I N I MUM fi" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) < DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 i TWO WORKING DAYS BUVW YOU DIG LD03-11SGR � J CONSTRUCTION RECORD DATE BY REV I S IONS DATE ACC'D BENCHMARK j%PIES S1 pp, DESIGNED BY DRAWN BY CHECKED BY Drawing No.SCALE g 3 1/2" DIAMETER ALUMINUM DISK, FLUSH I N '� C. J. EVERS/M. BOECK R. SCHAUBERT M. HICKS RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �0go Contractor CONCRETE CURB STAMPED "R I VERS I DE HORIZONTAL ,�� ��� yf of P I a Prep redIL der The Supervision Of N COUNTY BENCH MARK T-46-81 RESET 1997" y ►" 1 " �, ACCEPTED BY: DATE: `T V/r0,3 PRECISE GRADIN PL 8 EASTERLY of THE CENTERLINE OF SR-79 AT 1 100 �., I1b.6.�4 r" r G AN 8 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE i _ as Date• S Z 3 DEPUTY D I RECTOR OF PUBLIC WORKS ,n OVER SANTA GERTRUDES CREEK; 4.5' 49 /3°� MATTHEW C. HICKS RONALD J. PARKS TRACT 29928-2 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL rr Cl 1` il�! PHASE S Date Comp I e t e d CONCRETE s I DEWALK. �lF p `lE�� R.C.E. Nio. 63494 Exp i res 9-30-06 R.C.E. No. 19744 Ex p i r e s 9-30-05 � � ELEVATION = 1097.163' N/A F C A "r" LOTS 8 TO 13 AND 26 TO 29 SHEET 1 OF 3 R R/W 4" WYE AS REQUIRED FL OF PIPE 1/2" SIDEWALK - INSTALL ABOVE GUTTER 6" REMOVABLE FLOWLINE PLUG R/W 4' INSTALL REMOVABLE PL INVERT ELEV. A 4T" PVC - PER PLAN 2% U_ 7=/, MARGARITA ROAD - INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL 1 1/2" MIN. COVER "QUICK JOINT" OR EQUAL INV ELEV PER PLAN 14.-. t ,-- . - �­ff - - CURB k GUTTER 3'1 REDUCER 4*x4"x4* TEE 421 60.62' L--3- MIN PVC (SCHEDULE 40) SLOPE VARIES 61, * 9N 6- Z ,t 24.9 04 \24.9 23.8 TS 103.61F TS FL­+f C' LF_ \�24-2 -6.93 ELEVATION SECTION A-A TS to 23.7 Ul) M TStD PRIVATE DRAIN THROUGH CURB DETAILCn 23.0 0 FL-+P 5' * PE=1123.5 0 22.5 Fi--+f le-01 .43 Z I5 ? 3 2 23.9 �I cc C co TG A GF=1124-1 . \� p IFF = 1123.9 2 - 1123.2 PE ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION 7- MIN LOT NO LA - - ELEVATION ELEVATION VALVE CATEGORY -2 8 x RIGHT NOT REQUIRED LOW-MEDIUM 9 x NOT REQU I RED LOW-MED I UM 2.0% 100 PE=1122.6 15-4 10 x to - NOT REQUIRED LOW-MEDIUM P� - 'G 1124. 23.9 11 NOT REQU I RED LOW-ACDIUM .4 FG .15 12 NOT REQUIRED LOW-MEDIUM 3.4 23.0 5 23.4 22.9 ki FF .7 FG LP FG 23. FL 13 x RIGHT -RED] LOW-MEDIUM UM to - 3 FS--GB NOT REQUIRED CD he I- 11 3.34 4s,1 4" SLAB PER FOUNDATION PLANS 61 FS vto • 5 0 - FS-GB 1W PE=1123.4 4M lot 22.19 C14 __4 22.5 22.9 0 22.6 FIG FIG FG 1121.53 TG 3 S 121.03 IE 7 3 1120.88 1 To- 15.30' 24.9 CIV S TS CONSTRUCTION NOTES S T5 T9 2 9 151 9 4 2 3.1 02 2 INSTALL 3" P.V.C. SCHED. 40 W 0 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT � ��� �r,� � � � N �,„c, 11 T 1121. 9 IE 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER ► ST. DETAIL ON THIS SHEET LIGHT MSN 0 11 1. 1121.19 1 4 S 1120-60"IE 112D.73 IE in AV/AR RIM 22.29 1 1 .631 AMPT IN ROAD TC FW rED CO N37029'49"W 1 13 0 1% / PE-1123.1 4 1121.76 IE 1322.39 L%--t-) 1121.89 IE ST. WATER Y war? LIGHT - 24.9 G ti„coo, car 11 TS W 4 1121.5 1 S 11 1.16 IE 4 /22.36 12 V-3. %T - PE=1122.2 2 15 S 01 3 23.7 FG 11 1.96 .5 33.53 to ra N • 1121.46 IE 124 141, 23.1 (3- 5' FG _0 cr- cyl 23.6 1A o04 n3.0% . 1 FIG 23.0 _j 7.1 �\ 122.3 4FG 5 LA_ 23=09 E FS-G8 FW �3L.2 FL L;j GF=1123.4 04 -4- __j 19 8 C> r J PE=1122.8 23.1 L_ 6� FG R ccI �+ o PUE �� B �`'(,, 6' c� a, CNI 76.9 Lyi CD 6 C� RETAINI WALL C*q I - - v\ N 1 CD -PER:SEP AT 2.0% 00 1 . . 0 © _ . 1 PERMIT CD MIN 15 CP - FF = 1124.6 P121.90,21.9 R Ew 0 - PE = 11 3.9 23.9 1 HI z GF=1123.8 t 0 LO CFF - 1124-1 2 .6 FIG CD M PE - 1123.6 Z' 'I ori F rz- LD 1281 FF - 1123.9 19' 289 181 _1Q, 1K PE = 1123.2 J_L 18' - P__4 S. C� z 23.9 %_') 0 lv�q 04 N FG 0 PE=1122.5 04 20.2 110/ ir FL-W LO 6-0 0 59 FS S/W 5 z AS.83' < S/W 23.0 I 22.4' ` � Ln 20 0 20 40 60 a FL-HP a CL C*4 24.9 1-, EML -4 24.9 C%4 C*4 GRAPHIC SCALE TW 24.6 0° TS TS I 24.2 TS 23.5 84.02' 00 19. 80.55 p I - - - - T, ,, 1 -1 04 TC FL-+1P 0) TS 65 00' 7 0) PE=1 121.6 126.62' 04 I'll UNDERGROUND SERVICE 1-161 W ALERT PLANNING E DESIGN E CONSTRUCTION U41 (n PE=1121.6 PE=1 121.6 PE-1121.5 rZ CALL TOLL FREE 27555 YNEZ ROAD,SUrM 400 1-800-422-4133 ME< TEXL& M CAUF< A 925M-4679 z 0 CC3NSULTING 909.676.5W a FAX 909.676.7240 s www.Fft'r-.=nrr < TWO WOW I NG DAYS BEFORE YOU D I G z LD03-115GR _j CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKDESIGNED BY DRAWN BY CHECKED BY SCALE S S 11A 0 . . ECK R. SCHAUBERT M. HICKS RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Drawing No. 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN JEVERS/MBO9 nk� CITY OF TEMECULA Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Plans Prepar Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" 1,� LO 29 P0 EASTERLY OF THE CENTERLINE OF SR-79 AT CID r" ACCEPTED BY: DATE:T E: 0 W No.63494 rn PRECISE GRADING PLAN 0 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE 20' 09 Date: DEPUTY DIRECTOR OF PUBLIC WORKS Exp. 9/30/06 2 U-) OVER SANTA GERTRUDES CREEK; 4.5' RONALD J. PARKS TRACT 29928-2 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL MATTHEW C. HICKS Date Completed CONCRETE SIDEWALK. Of PHASE 5 63494 9-30-06 z< ELEVATION = 1097.163' N/A or kv R.C.E. No. Exp i res R.C.E. No. 19744 -Exp i res 9-30-05 0 LOTS 8 TO 13 SHEET 20F 3 PE-1124.3 PE-1124.3 � 1 © 14�•� - i1N 0 21.7 5 PE-1123.8 - 21.7 10 .1 FG FG 0. Q 0 21. PE=1122.8 © FL 21.1 N •� - _ FG FSB 1.d'X 21.39 Q0 1 , 20.14 / -� FS-GB 2 R 0 \ w S FS ; / 20.14 �\ 21. y 7 o z ��• TC •8� FG FF = 1122.4 os, h+ PE = 1121.7 tN ` 3 \ A F / 21.7 W, 19.97 ti� FG 0 FG r7 21.7 N1- - , 9A0 to ) FIG N 0,1 - �h hCbell2 r� 21FIG 2 0 4 �� 54.83 122 23�W►ZN Z0. N,1.8z ®r • 1 TC 6: b ..� ® FG 7 4 ' 19 0 \ 1119.53 TC \.8 }o / --! 1119.07 IE h ,\ \ ti20.6 10© D A 10 \ FG _ 19.34 2 \ 1119.00 TG 3 20.9 FF 1121.6 TC 1118 ry0 IE FG 1PE = 1120.9 �,�N ��,• \ If 19.26 '�N 20.8 `c . TC \ 7- 5g 20.9 FL-hP 1114.68 TC S 1\5 20.9 FG 5 4 1118.22 IE w FG 20.59 \ FS•22 FS-GB07L � 5 N •9 ` FG \ 18.84 0. 1f - RI M FS,G$07 7 © 0'� �1N PE=1122.4 16 FG* 04 \ 45.7 Ep' 19.15 9 �-ga_- .11 FS 3.6% o 19• � _ , 18.93 .65 - 67.02 130.79' 20 41.22' TC 49.62 - 196 PC 04f ST. LIGHT19.10 1 3.3% 1.0X p 40.80 FROM N FS 20.1 d 20.6 �IN N ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION DWY, W=13.3 LOT NO. ELEVATION ELEVATION VALVE CATEGORY N 4.4% FS FG civ 26 X RIGHT NOT REQUIRED LOW-MEDIUM '6.04' - 20'74 ' \ w FS-GB ,�, a 20.6 \ 27 X LEFT NOT REQUIRED LOW-MEDIUM / 19.02 ro FG 28 -- -- NOT REQUIRED LOW-MEDIUMS FS L 20.6 �r 1e.76 Fs 29 -- -- NOT REQUIRED LOW-ABED I UM �'pwr8 TC 11 z0.8 o / 4" SLAB PER FOUNDATION PLANS � N 138• � \ � ® - 1 G *o� 20.3 3 R D 4 tih / 18.92_ h s�� FG B 20.4 18.84 FS �9 8�, FL-+f / / Q FS 20.0 � •� •6 FF = 1121.3 - / / 7 2 8 pFIG � O �Y. •, PE = 1120.6 4 1 .11 .401 IE TC �; � .y1 / �' ��� �,`r1, .4 �O \ • 19•sr 20.6 h // 3 3 1.ox Mj FG It 100010".1 .92 ^4� 20.4 ` RIM � �, 9, . -IR FGF26 1 ` ,- loe \ - FF = 1121.1 \ \ PE - 1120.4 X CL 17.43 9� \'4r,� ,4f• ,` rn TC \ 2 •A>. \ 20.2 / �`� ¢ \\ 20.4 FL-+F / `�/ \ \ h FG / / o Q �\\� xN \\\ \ / �` • / Xz \ `� i �� f '004 �'x• I LO Li 20 0 20 40 60 1 . N 00 i GRAPH I C SCALE 16.11 CONSTRUCTION NOTES Tc , UNDERGROUND SERVICE O INSTALL 3" P.V.C. SCI-ED. 40 Uj C7PLANNING ■ DESIGN ■ CONSTRUCTION \ ALERT O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT LU . U 4 \ C:AI-L TOLL FREE ■ ■ ■ 27555 Y'NEZ ROAD,9uRF 400 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 ' z 1-800-422-4133 �A.CALFOMA 9299-4679 o CONSULTING 909.676.6042 ■ FAX 909.676.7240 ■ www.FM=.com ca TWO WORKING DAYS BEFORE YOU DIG LDO3-115GR i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�pI E S S jpDESIGNED BY DRAWN BY CHECKED BY � a Drawing No. o J. EVERS/M. BOECK R. SCHAUBERT M. HICKS RECOMMENDED BY: DATE. c.lQ3 �� QE TEMECU DEPARTMENT OF PUBLIC WORKS Q 1 " o C LA U 3 /2 DIAMETER ALUMINUM DISK, FLUSH I N ��, ,�'N Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`�+ 't� f �, PI Pr pared Under The Supervision Of 11 CN COUNTY BENCH MARK T-46-81 RESET 1997" - ACCEPTED BY: �rnJ cG�' `� / �b o „ � DATE. PRECISE GRADING PLAN Inspector c t or EASTERLY OF THE CENTERLINE OF SR-79 AT = 20 ,g34/0 QJ'11-03 DEPUTY DIRECTOR OF PUBLIC WORKS - 0 p THE SOUTHEASTERLY CORNER OF THE BRIDGE Date OVER SANTA GERTRUDES CREEK; 4.5' � � �� RONALD J. PARKS TRACT 29928-21`_ VERTICAL J' � MATTHEW C. HI KS � � � NORTHERLY OF THE SOUTHERLY SIDE OF THE r C J 1�. ,�\ PHASE 5 Q Date Completed CONCRETE SIDEWALK. �t -----== ====== ELEVATION = 1097. 163' N/A F OF C A`��� R.C.E. No. 63494 Exp i res 9-30-06 R.C.E. No. 19744 Expires 9-30-05 f�. = fr i�ea�:: o XOO LOTS 28 TO 29 SHEET 3 0l= 3