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HomeMy WebLinkAboutTract Map 29928-3 Lot 6-7,13-16,28-31 Precise Grading A GRADING NOTES .�.�. 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Traiati Niou �� 99 8 3 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ■ ■ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM Grading OF 2' FROM THE TOP OF CUT OR FILL SLOPES. tibr 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS OTS 6 AND 77 13 TO 16 AND 28 TO 31 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ In City of 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT TemeculaSt a--tea aliforni a DJECT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS LEGEN D 15 OVER 1 ' DEEP. 0000'00 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA TOP OF CURB TC �•, -'" ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF GRATE TG __� �� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 111111111111111111 00 100000000000 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT HP _ 22 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG �� ONE FOOT. ��'� '1$ ZO FINISHED SURFACE FS Te S-T R 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 9 �O DATED AUGUST 15, 2001 . % go., TWO SETS PAD ELEVATION PE 000 Q E S OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 0.0 9 �I► G VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 $ ` �" ° ' G ♦L3 7� NOT TO SCALE / i %' /� C ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ; ° / / )A % HIGH POINT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG WATER SERVICE I ` to PAD ELEV. -0. MIN. 15 ,;, DEPARTMENT TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE '''`'`/ 5 ' � z REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR / %' ° RO 1 z$ EACH LOT. DRIVEWAY O"�ON '�1 j�! ^ z L_* 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL / SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE 3 ° BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT PR THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ' j';�'%'`'','`,':'',,;�i " r',?!'',', %' "��'"lr!'''° ( (Doff VARI I t LOT NUMBER 1 1 /jj/ , � ' ' I ES $ AR S*** $ �; RIF S(; CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. VARIES ' 3 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS DEBRIS, UNIT TYPE/ELEVATION LE IN °, TOPSOIL, AND OTHER DELETERIOUS A X GTO � !'9 f,"� ' PAD PAD I MATERIAL. ROA ' '' ' °,' �'; FF Z z FF z INVERT ELEVATION IE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAINbR MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ' Z BACKWATER VALVES BW 0 W I I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 1 F- 0 OF FILL MATERIAL. Z Z I ENHANCED ELEVATION TYPE- EH pJ„ '%''f 'i:;';i', ;.i'�I°`i;, i%'',I�i�',r'''' I M ok ao? o ;j 11 ! If / r 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Q � PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH W SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED O ADJACENT PROPERTIES. 3 , R W 0 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVEDEXTRA DEPTH FOOTING �'o HARyESTON DRIVE ~ son" BY THE DIRECTOR OF PUBLIC WORKS. - TYPICAL SIDE YARD DRAINAGE zz�"ftft 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �c,� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 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 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 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 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- R TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL VARIES *** VARIES *** 6" MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN. 3' MIN. 1 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SCALE: 1" = 100' 6" MIN. MUDSILL \ - MIN. MIN. MUDSILL PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES CONSTRUCTION NOTES & QUANTITY ESTIMATE MUDSILL FG FG OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE ' '' LOTS INCLUDED IN GARAGE AREAS PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS NO. ITEM QUANTITY UNIT _ SILL IS 6" MIN EXTRA DEPTH GARAGE FLOOR SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, _ 1 LOT GRADING 10 LOTS x 50 C.Y. 500 CY =" � 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT ( ) ABOVE GARAGE FOOTING `•= � FLOOR SLAB =PAD ELEV-FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 144 LF 12" MIN. 10.R. WHERE NECESSARY 12" MIN. �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 14 EA 50' GARAGE D 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. ° 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT .00 50 21% MAX. MIN. 21% MAX. � LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 13 EA o� 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q INSTALL 4" P.V.C. SCHED. 40 PER PLAN 90 LF 1 50' SEC TION B-B 0 eN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES rte• TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ e 3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS In e THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS W 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE `yLr- - THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- n 00 1`0 A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) g RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON VARIES *** P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 12" MIN. ABOVE PAD ELEV. � 3 MIN. 1 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ° r 0 o ROUND OFF TOP MUDSILL MIN. 6" MIN. CL 04 P/L � ���� FG � 5 � EXTRA DEPTH N A P pD QIP FOOTING TYPICAL FOOTPRINT 90 QED =PAD ELEV-FG = F� F WHERE NECESSARY 2: 1 MAX. SCALE: 1" = 40' �� �c�`G �pQ� 12" MIN. 6" MIN. 0 S 00 �•1 2% MIN. SECTION A-A 21% MAX. W UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER EVELOPER FOR REAR YARD SLOPES GREATER SECTION C=C V) ALERT PLANNING ■ DESIGN ■ CONSTRUCTION BASIS OF BEARING NOTE0 THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES 647 MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST �E- CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 0 CALL TOLL FREE 27555�z ROAD,surf goo 391 NORTH MAIN STREET SUITE 301 ■ ■ ■ RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS z 1-800-422-4133 TEWCULA,CALFOR NA 92591-4879 CORONA, CA 92880-2006 CONSULTING 909.878.8042 ■ FAX 909.676.7240 . www.RBF.com (909) 686-5103 ON A MAP OF TRACT N0. 29286, MB 298/86-89. A M I N I MUM 6" BELOW SWALE FLOWLINE.I NE. (SEE SOILS REPORT) a DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 ca TWO WORKING DAYS BEFORE YOU DIG LD02-22 7G R DES I Gf QED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ��F E g g I� Drawing NO. o 7 to vm 1 vEvme-D 0 u� 10kV 30. p � M. BOECK M. BOECK M. H I CKS RECOMMENDED BY: DATE: 7/3/&3 CITY QE TEMECULA DEPARTMENT OF PUBLIC WORKS Q 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �, 'N C, v Contractor CONCRETE CURB STAMPED "RIVERSIDE N HORIZONTAL ,�`�� 't� yf �Q, Plans P epa d Under The Supervision Of LO COUNTY BENCH MARK T-46-81 RESET 1997 .`�' z ACCEPTED BY: DATE: 7 S o.7 o T o EASTERLY OF THE CENTERLINE OF SR-79 AT 1" = 100 w No 0494 �; PRECISE GRADING PLAN 0 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE 'b Date: �♦ DEPUTY DIRECTOR OF PUBLIC WORKS L, OVER SANTA GERTRUDES CREEK; 4.5' Ev 9/30/06 RONALD J. PARKS TRACT 29928-3 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sJ' Cl �� ��� MATTHEW C. HICKS p Date Completed eted PHASE 2 Q P CONCRETE SIDEWALK. = 1097.163' lF OF A�1��� R R.C C.E E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 �frfi�ea- o N/A c LOTS 8 AND 7, 13 TO 16 AND 213 TO 31 SHEET 1 of 3 21 ry0' PE=1121.3 R/W 4" WYE AS REQUIRED FL OF PIPE 1/2" SIDEWALK INSTALL " REMOVABLE 18.0 ABOVE GUTTER 6 FLOWL I NE PLUG PAD + p'1 , `SS 22.3 INVERT ELEV. A 4" PVC \ TS PER PLAN _j % I \ = ` �t �._�._.�.`�; -_:-- -t:•�e•'r' -•�" _::' INSTALL POLYETHYLENE 1-•1z PLASTIC JOINT MATERIAL I \ f' "QUICK JOINT" OR EQUAL 22 1 1/2" MIN. COVER 26 PE=1 PE=1119.5 120.9 INV ELEV PER PLAN k ' ` _- 11 ." • ` ::'r•. I h 21.9 ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION ELEVATION ELEVATION GUTTER 17.7 17.9 LOT NO. VALVE CATEGORY 3 x4 REDUCER 4x4 x4 TEE ? 13 -- LEFT SIDE NOT REQUIRED LOW MEDIUM » . .- � ` i - - - FG•6 \ • r -` -- 3" MIN PVC (SCHEDULE 40) 14 NOT REQU I RED LOW MEDIUM P" - jC'4 nNIS 9 6» z o� 0 15 - NOT REQUIRED LOW MEDIUM 17it RLIUM SECIM .9 16 -- -- NOT REQUIRED LOW MEDIUM 4 FG 3 R FG 9 10' o°' �2 28 -- NOT REQU I RED LOW MEDIUM ® '? 29 -- R tWSt IDE NOT REQU I RED LOW MEDIUM emu& 1 30 X LI;FTSIDE NOT REQU I RED LOW MEDIUM FF = 1118.6 ? \ 31 X RIGHT SIDE NOT REQUIRED LOW MEDIUM FT = 1117.9 1. 23 ra 4" SLAB PER FOUNDATION PLANS /�. ,� I oti '` ,r 1• �C PE=1120.6 19 17.9 /#e+ I' O _ PE=1119.2 FG 2 . 0 17.7 10.39,� A \ 21.6 1 p ~- FG h \ TS ` ~1118. 1 - FF = 1118.3 b .��° \ CONSTRUCTION NOTES 6- FN _I �6.9 / / PE = 1117.6 kl\k1 G �, ,�C 4 u D _ - N 1 lb j� FG•6 INSTALL 3" P.V.C. SCHED. 40 = ro 27 17• 6~' 8 82' k% ��G s �� 3Q INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT PE 1119.2 N N 1 FS G8 16,7 h FO N ani ��.� CONSTRUCT PRIVATE DRAIN THROUGH CURB PER b d �.�� • G 3 ^ ^ "� v,. �1 >> N G tits \ ss 24 DETAIL ON THIS SHEET 16.2016.28 F � �h g0, PE=1120.4 �5 INSTALL 4" P.V.C. SCHED. 40 F5 �..,_. FS •h ry ry 1 O j h 21 4 *NOTE: CONTRACTOR TO FIELD VERIFY STREET LIGHT F LOCATION AND ADJUST AREA DRAIN OUTLET L=29.32 .^ j S r _ ^ �1 S TO AVOID CONFLICT O' / � WE N B C H _ , . - Sr S _ _ 17.5 - �- _ --- - ------- --------- UR r 6 5� ,�' s9. X10 - Nw--- _ - - --- - FG -- -- 57 51"w 38' ----- -------- - ------------------- GG - -- _ ,6 LL lot ,�1'��G O� ,1► S ��5 � h�'� A6.6 FG 28 ----. 11 *� �G -__. •- ,�c,• •�b• + o© O 2 `F�r �� _1 17.4 _ 1 A•g1 -^. V 1 tiF, ,- ca►3 _ -_ N �� „ �` ---- ~ is y_o B0" -----!� r� n - �v' �j 'S FG ® •1C . SD- 0 - - -^ --- - • 3 • ST. LIGHT - ^ ,� �G - - _ '1 FF - 1118.2 w 1-7-4. X35.30' zLO S WA TER --- ��- �►�` p•' h6 •1G PE = 1117.5 1 1 1'O IE 3 0 1 S ' 4 50 00 - Fs- F8.6 Fs 17.13 - x•48 �... ���� �6� 0 g� •26dF- •7 EH '43�• / 14. - 17. -Gg G 59.61 �. 14• 22 1117 ❑ / / 08 � 49 - FL FS � �6 69 IE J / 1 _ ---.. C� 17 �,� 17 60 o FS 5' 10 N r FS w j `L cn - a' 6' 0 17.3 TG 00 FS ra 18.5 at 17.4 1 - 7 S •�; 9 at 3 Q 16. 60 e 3 r ►� S 16 1.gs 15. �� 17 ff • 18 � F •67 - o 1 1 ( FS 17.58 J FG FS 0 18.1 17. S �, 15.79 FS 17.5 1 , 5' 98 1 3. �► ? 18.2 17.9 18.2 5 ',4FG � GB 17.1 17.0 T 16.9 \ 17 11 W=1�,-O FS 5.0% FG 4 / ?0• / � 17 ao u• `!, , 15.57 9.62, / / FG 2 19-2 FG � F •9 9 8 \ 1 TC N .3 - 16•Z d'- 1.09 M1N - 16.7 v' ter- a, 7 / I FG 5, o FG 5 4 17.7 16• r '�. 15• 0 21.29 � - 1. 1x o �� -� - v- `l / 6 16.1 IE 3 r�, .1 � I Q � o F=1118.4 FG .5 9 18.7 .5 I ^ p 6 4 17,8 \ �g�" � --1 F `J •_ FG 5 FAN BC I FG F 0 � F I I I l FS 419 1. 38 M. I 17.5 19.2 18. q DWY, W=15.7 Ox FG .5 18.19 o / / S G8 . 4~ I G F5 GB I 15 >> N / I 4 I a I 86 .0 17 -Z 04 I o MOWSTR I P 8• FG 120 / PE=1119.4 i-- `L• o - "�� C�' k ^� I „ 12, (o / �i AR\ �1 .2 1 2 R z3 I-G 17.g . FG-2 3 6� 19.4 z 2 R �^1118. ,8.2 / FG �2 FF = 1119.5 18. z •1 ap �I 15.76 TG �r� I / �' 13.9b 8 i / FF = 1119.9 0 Q 1 0 3 All I PE = 1118.8 •- � 15.26 IE ` F 311 19,2 PE = 1119.2 I FF = 1119.2 o �eyJ 1 o z I 15.7 14. 1 - 1 / .? \A/ FG 18.8 0 18.5 PE 1118.5 O FS IE 1 r g 4 1 TC �i �i 17.0 2.0�' 6.41 ' 0 FG •1 FG �� A it} - 16 2 .F 0 LF 1 IE- ohE FF = 1118.9 o I 5 Z i - / FF - 1117.9 • 0 19.2 18.4 F o I = PE = 1117.2 2Ox C� �- G j2 o PE 1118.2 / 18:8_� FG I o ? z - 17.7 I 15.2 0V r,r �I� - •1 14. 19.0 18 6 0 18.1 rn 1 17.9 18.2 17.6 I 15.7 15. g E ` o s•0 / / �•, r 9.2 �i 18.6 `~ - _� ca - FG FS-Fp FS ALKWAY PER , ._ �-� A 17.p ,� ._ 0 18. ry - 1 �_HF 1 io 18 2 cv 2. 16 7. FG r- 8.8 r- 18. F 5 FG LANDSCAPE ARCH. \ h '7 FG Z 1 1 z Iri � �� FG 5 G •1� 5 ANS-- .--� ��, \ - 1.0X MI � / 18.2 '- `�' co l cv ;n cv I 1 - 15 � ��N o - TS / "- 94 23.01 - 8.0 0 7 4 ` / I 0 / 37 / F 15 95 - / � o N S r EV .71 � / l � ,/ E 20.7 18.8 9.63 Ci � 1 .55 T 14. 14• IE 4 �'l i v 19.2 TS FG 11 22.34 1 .05 I I E-GB `r O• / �(/ / FG f 6,2.15' 2 15 10 FG PE=1119.7 20.7 20.2 18.5 18.2 15. �5 1115.M M = 7"..�. FUTURE of \ _ /� , / o 21.0 PE=1120.0 TS rs FG 60.47 FS - - tG CT 9 9 2 9 TS 12 10 I _ 32 / PE=1119.2 0/2 1•�G ` ,,� ` J •Z' / 20.2r- s Ts 5 LF 15 / .20 Q m 0 VA rlo N 4 C�e TR 29928-3 / ' 'VA _ --'-__�--� 04 - w 20 0 2040 60 / "' h - - ,11 / Q Mill 0) GRAPHIC SCALE / �G `'---__ ` / 00 CN UNDERGROUND SERVICE / 33 _ \ / -� w / _ �, -_ U W c� ALERT rLANNINO ■ D s11 N ■ CON■TRUCTION / CALL TOLL FREE ■ ■ ■ 27MYr�z ROAD,surrE 400 .r PE=1117.6 CD Z 1-800-422-4133 TEXECA)LA,CALLA 9M-4679 �,'�� / o CONSULTING 009.67as042 - FAX 909.67672400 - www.FBF.corn / 'j. � // < Two WORKING DAYS BEFORE YOU DIG LD02-227GR z Q CONSTRIJCT I ON RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q��F�$S 1�N DES I CAVED BY DRAWN BY CHECKED BY Drawing No. o w C. RECOMMENDED BY: L 00' DATE: 7 •3 �� QE TEME�ULA DEPARTMENT OF PUBLIC WORKS 710 3 IMT b REv lSt'D Ea4}� rMIE dN LATS Z9•'� M. BOECK M. BOECK M. HICKS O Contractor HORIZONTAL ,`'��� �� yf ��, Plans ans Prepared Under The Supervision Of N ACCEPTED BY: DATE: 7 PRECISE GRADING PLAN o P SEE SHEET 1 1" = 20' w Pb.63494 /� O� Inspector c t o r Exp. ����� 'b Date: DEPUTY DIRECTOR OF PUBLIC WORKS u, MATTHEW C. HICKS RONALD J. PARKS TRACT 29928-3 Date Completed VERTICAL t'j �I�1` Opti PHASE 2 Q F �� R.C.E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 N/A OF C A�� P• Expires 9-30-05 '�f�i�-- LOTS 13 TO 16 AND 28 TO 31 SHEET 2 OF 3 1ti 8 �G 108.01' PE - 1120.7 co ti0�1 I 45.81' 1.0% MIN - - - 'n 20. J. IG 22.2 21.2 10 10 -0I TS J - FG Q1 0 9.2% 19.39 21.0N 2 FS 5.57' FROM EC I FG B 19.55 qDWY, w=17.5' FS N FS I MIN N + I I o ❑EH© � 13.2`x0 -------- 21.0 4 °p11 .2 7 C%4.. 0 GF_ -\Cter- C14 10' -3 \ 1121.4 56 I 8' 28 I - 1 18 18 1 S 5' I FF = 1121.9 �;° w /w I PE = 1121.2 I� N I � ■ 10 21.1 20.9 20.1I� 1 .92 G 3 1 LF 2 ro I - 21.2 FG FG -GB I 1 .42 IE • 2.0 EVC 1 FL 34 FG _ 9. c W 1.Ox MIN 10 ,n) 1.8% 19.16 E 4 I 113.49 9.62 TE- �• 'I I 28.39' 1.0% MIN 1.0% MIN 'n 1.0� MIN 3.5% 19.62 C Q W ac 67. SOC, 21.2 21.2 _ GB •0 L4 5 13 LF .16 E 4 Q FG 3 20.4 TG FG P '1 • LF 2 c� t W 55' 12' I 2.Ox 19.9 IE 21.1 I 19. TG 3 Q 7 _ MIN FG l o t 19.4 I E-GB O o - 1 R ® I- -- S/ rr w I + 21.0 A ( (,� C:, EH I`° S z o FF - 1121.9 I I C° PE = 1121.2 Z I 10 t 19.86 W I FS J BV I .t.{ 3 21+23. 20.8 N 7.6x i DINY 21.2 .1 © © FG Lo\ 20.0 19.771 W=16.2 J22.2 FG 10' 10' 10' rL FS 1 TS V1•C' 9•�G I 1.0% M I N .n61 115.48 1 n I •L�1 PE = 1121.4 I � i o �G C%4 CN CONSTRUCTION NOTES E d (2 INSTALL 3" P.V.C. SCHED. 40 �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT o �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 n S � Y 5 INSTALL 4" P.V.C. SCHED. 40 w 0 m o• ca 3 0 rri 0 N LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION a ELEVATION ELEVATION VALVE CATEGORY n 6 X -- NOT REQUIRED VERY LOW 04 N 7 X -- NOT REQUIRED VERY LOW 4" SLAB PER FOUNDATION PLANS Q 20 0 20 40 60 a i co N GRAPHIC SCALE N w UNDERGROUND SERVICE w CZ) ALERT PLANNING ■ DIESIDN ■ CONETRUCTION d C) Z CALL TOLL FREE ■ ■ ■ 27966 WEZ ROAD,SUITE 400 - TE CM" CALFOFHA 92991-4679 O 1 SOO-422-4133 CONSULTING 909.676 042 - FAX 909.676.7240 ■ www.FeF.cam LD02-227GR Two WORKING DAYS BEFORE YOU DIG DES I GIBED BY DRAWN BY CFECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK OF S S 1 ' a �/�E � D C� DEPARTMENT OF PUBLIC WORKS Drawing No . o Q N� RECOMMENDED BY: DATE: 7 -� CITY QE TEMECULA 0 M. BOECK M. BOECK M. HICKS N HORIZONTAL ,�4+ 't� f P 1 a s epar ed Under The Supervision Of ro Contractor ,y ACCEPTED BY: _ DATE: ? �3 0 _ PRECISE GRADING PLAN 3 0 SEE SHEET 1 1" = 20' No•X94 "' 2• DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928-3 Inspector Of-� �" o�o/od � 'W HICKS Date: - RONALD J. PARKS � � � VERTICAL sr CI 1` �� MATTHEW C PHASE 2 Q M Date Completed �jF 63494 Expires 9-30-06 R.C.E. No. 19744 Expires 9-30-05 ''fes a- SHEET OF 3 P N A DF ��`�� R.C.E. No. p P „� LOTS 8 AND 7 �