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HomeMy WebLinkAboutTract Map 30088 Lot 1-3, 28-34 Precise Grading i r , { GRADING NOTES 'Tract No . 3 (:) 088 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Gr in 15 215 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM .� tibr OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 1 ... OTS 1 TO 3 AND 8 TO 3 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. nCletya e o a1 "Ifornia u5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 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 TEMECULAENGINEEHA RVESTON SCHOOL ROAD GRADING RINGACCORDANCE TWI'THTTTHE EN CEAPPROVED IOGRADING N OF MPPLAN ONPRIOR OF OTOH LEGEND o ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 0000.00 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF CURB TC 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FLOW LINE z2 ,Z1 TOP OF CUT SLOPES. z0 19 1� 1? HP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HIGH POINT 3 ONE FOOT. FINISHED GRADE FG Z 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES TOP OF GRATE TG DATED AUGUST 15, 2001 . Z TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE INVERT ELEVATIO IE VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- NOT TO SCALE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � HIGH POINT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING GARAGE FLOOR GF 0000.0 / DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- PAD ELEVATION PE 0000.0 �� TQN '1Z A PAD ELEV. -o. MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 11 R EACH LOT. FINISHED FLOOR FF 0000.0 A 10 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 WATER SERVICE I BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE Q SEWER SERVICE .j►� �JOJ 9 I t0'T�. 10'1X. I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 39 I D"r �r I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. DRIVEWAY _ I VARIES $ AR S*** $ C RI SC I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNT I L THE GROUND HAS - - - a 3a VARIES VD) I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 2 S ( I MATERIAL. SLOPE - - - - .Y _.: �0 Q` I PAD PAD 9 31 FF FF z z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN LOT NUMBER MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. O 61 :e I PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 3 � I - I OF FILL MATERIAL. UNIT TYPE/ELEVATION A ` / I I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 31 ( z Z00 I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE �p 323 o t tox b 40 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. BACKWATER VALVES BW O 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED ENHANCED ELEVATION TYPE- EH BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE AMOUNT OF EXTRA DEPTH o TYPICAL SIDE YARD DRAINAGE .X � - TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FOOTING REQUIRED C� 3 �� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO ` =� ��` WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. EXTRA DEPTH FOOTING DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS ( 1 .5) Z VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL R DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. „ fi" MIN. VARIES *** VARIES *** 6" MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SCALE: 1 = 100 3' MIN. 1 ' 1 ' 3' MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 6" MIN. MUDSILL MIN. MIN. MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE f' MUDSILL f ff LOTS INCLUDED PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS ?%,` ;' FGFG IN GARAGE AREAS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, " - 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT GARAGE FLOOR SILL IS6" MIN EXTRA DEPTH IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER ~� -TABOVE GARAGE FOOTING FLOOR SLAB =PAD ELEV-FG 10.R. 12" MIN. WHERE NECESSARY 12" MIN. 20 LESSFINISTHANRA/4 " PERDE LL BE FOOT FORPADAWAY MINIMUMROM 3LFEETALL TERIOR WALLS AT NOT GARA GE DETAIL 2% MIN. 2: 1 MAX. fi" TYP. 2% MIN. 21% MAX. MIN. 21% MAX. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONSTRUCTION NOTES & QUANTITY ESTIMATE i, 42' „i i� 47.5' �i 45.5' SECTION B-B E. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR NO ITEM QUANTITY UNIT TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 2 3 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES N 1 LOT GRADING (10 LOTS x 50 C.Y.) 500 CY e e CONTRACTOR TO VERIFY: I F THE SWALE FLOWL I NE I S LESS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o THAN 5 LATERALLY FROM FOOTING THEN THE FOOTING BOTTOM IS � THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR-- Oz INSTALL 3" PVC SCHEDULE 40 44 LF to °D A MINIMUM 6" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) to RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 0 111 r7 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 4 EA '� VARIES *** P/L m TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q CONSTRUCT DETA PRIVATE DRAIN THROUGH CURB PER 4 EA ° ° , 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 ' ca S SHEET ROUND OFF TOP MUDSILL MIN. 6" MIN. o TYPICAL FOOTPRINT P/L FG 0 5 S. ' EXTRA DEPTH SCALE. 1 40 QPo EPS FOOTING q� Q�Fz =PAD ELEV-FG Q F WHERE NECESSARY 2: 1 MAX. 'o�9FL � 12" MIN. 6" MIN. i UNDE RG ROUND SERVICE �L•1 2% MIN. Uj p PLANNING ■ DEBIGN ■ CONISTRUCT1ON SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS QF BEA RING NOTE SECTION A-A 21% MAX. SECTION wALERT RBF CONSULTINGFOR REAR YARD SLOPES GREATER C-C 27555 YNEZ ROAD, SUITE 400 LENNAR COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES CALL TOLL F"�EE 275M YNEz ROAD,WM 400 TEMECULA, CA 92591 391 N. MAIN ST. SUITE 301 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN o 1-800-422""`4133 �'LA,CALIFOMA 925M-4679 CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS ¢ CONSULTING 900.676AM w FAX 909.878.7240 • www.RBF.c= (909) 676-8042 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS Of FIELD VERIFIED (DECEMBER 1999) (909)817-3600 A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) LD02-206G R Z TWO WORK I NG DAYS BEFORE YOU D I G CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK QRpFESS/ 9 o SCALEq�� DESIGNED GNED BY DRAWN BY CHECKED BY Drawing w i n No. 0 C "� M. BOECK M. BOEC RLS RJB RECOMMENDED BY: DATE: CITY QE TEMECULA DEPARTMENT OF PUBLIC WORKS 410:9 � = IP6V1.4ED RW? 6L eY,4r�0* 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN �� ,`�F-w Contractor 441D,DRJVFWA a�LD�Es 4H /W r-4 CONCRETE CURB STAMPED RIVERSIDE " HORIZONTAL c,, C'� ans Prepare Und The Supervision Of o 0 /�� .28"' 2 COUNTY BENCH MARK T-46-81 RESET 1997 cI� i 3 0 W �,, ACCEPTED BY: DATE: PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT 1 = 100 W No. 63494 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 9-30-Os Date: ��' "� DEPUTY DIRECTOR OF PUBL I C WORKS TRACT 30088 OVER SANTA GERTRUDES CREEK; 4.5 p MATTHEW C. HICKS CKS RONALD J. PARKS q ` < NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jj9 C�V�� ��- - PHASE 1 '" ¢ Date Completed CONCRETE SIDEWALK. 63494 9--30-06 °fa = i aa- c' T = 1 7.1 Q \F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 4,.,�,, LOTS 1 TO 3 AND 28 TO 34 SHEET 1 OF 2 ELEVATION 09 63 N/A CAI. � 1 1 1.1 1 1 1 1 1 1 4 e PE 1110.7 1 , 1 CD d•� TC .1 M t 1 1 4 , 1 z.d� 10.4 ' FG 9 dg 10.4 3 w 28 10.2 1C) a � FG \ N � � PE 1110.6 �ag_3 �o•o ' FS N \ S 18 \ FS"� o \ 1 1• 10.4 \ 1 0, FS 2% 4.0% FG _ 9 0 \ 5 2 35 10. �'" ,t g4 - 10.4 \ � cr 10.4 FG g 10.4 29.9 1 l - A R \ �w � o \I � 1111.4 G 5' 41 FG 0 \ Q j FG N o FF 111 • SSW PE - 1118.7 10.4 'r 10.4 81' -- r� 55.12 I \ t 27 2, FF 1111.4 FG \ Lr� N 11 FG Ox ,� 55.12' / - M NINZ 111 S 09.4 m _dx MIN �~ - PE 1118.7 PE 1 �B s �� •. 1 1 I 16. 38.95 2: 1 SLS \ 015. $ k--9- [ `� - • _ ��MIN 60.00' 55.00' FS S 13. Q N - 1•px 10.1 1 I ,51 � -r o - 10 a Ox FG c�l 1 y u" �� 08. 5 It -Ar\.. an 08.9 o 3 C2D 10 I 16.6 .n _ -'� as '�' v 1 1 �G 4 o +� '`' � �► - N 10.0 �+ J I I TS - - --� r - - m g 10.4 1 C _--... 1 I ,1 G - N N o r - M f t - 1 ► N - ,�I 10.4 s 111 0 15.4 0 , • ,� 13.5 1.3 ad Q - I _ Z � o ,.a • - o KIN FG 2p.52 Q Q FF _ 110.1 � I . . - P z FLS z MIN 14.6 N I I ----� � 47.4't 9.9 �- g•27 1:4� � S 0 1 2.0% $ I) 15.6 o 1 13.7 I ►., 11.5 - . u, 1 48 1 ��- �09- 1 5.6 .3 FG Z FFG 3 13.7 12.4 0 FG *3 11.5 9.11 Fi-" 6x 08.66 r3 FG ac FG FG z I z a� I FG r •f iN �� o 6 I I z z I ® �, FLS 1 . 10 FS 1 ox u z C z 14.8 .� A .1 B o 10 x 2. I 4 2 �, 14.8 FG 12.6 .1 108.6 6• 1 \1�•? j 1 .1 3 M K 12.6 I o I � .1 10.2 � 0 t Lon �. l I I FF = 1116.4 K FG I z 13.4 FF = 111 o I FG I _ 09.9 08.561 8\,52 FG 21-4 2 17 _ o 1 R �, 4.5 FG 11.3 FF - 1112.3 ? .PE = 1115.6 EH FG PE = 1113.7 - z 1 R �`�� z. JE ,� 10.20 x N \Fs v t O B © - FG PE 1111.5 FG -- g.5 cr ao I o I C - ©� o 0 2. FS cr \ 08.37 10.7x 2 rn - 7.47' W � I I II r �: I• ,1•px MIN 8 1 (A FER FF = 1115.6 I I . I - � I W x 15.6 1 PE 1114.8 ( EH FF = 1113.4 r cO I 2 10.1 1 S .9�, d, -41-86 - - 0 • I FG ®� © PE = 1112.6 .-5' wO .� MIN FG /1 6" 1.0% MIN 'r' - � I - c.+ 1 U, 11.4 © � 3 � 0 � 11.5 I .5 I ,1 - FG 10 3 �1�3 _...1 24.7 Q I I - - �, I I 101 10 09.7 c4i 14.7 14.8 7 12.5 1p► 1 10 FG I GF=11 5. 14.8 1 GF=1114. 4 II r 1 Z W I- Q I , 12.6 FG 6 09.9 1 1 I I � _ .3 =1115.1 � r-. G GF=1111.8 4, _ `� �� _ � 1110•g X0.1 •. / �� �J.5 I l O '7 0 15.5 5' 6 014.7 FG 13.9 0 =1112.9 11.5 11.3 © .e - ¢ 1110.1 G .' to •� FS N FG _ y 1 - o a, 5 FLS FG 11.3 O F 5 PE w 09.34 ;� FG 14.5 13.8 - F �-GB 13.4 Q 12.5 012. FG c� 10.1 0 0 �� / 1{ 08.16 FS-GB ? I :`� 1 5.7 E7 �{ 14.4 n .4 FG 3.4 -GB r� F _ I 1 1.2 �� FG / 1 FS 6.OX o 1 MIN cn �' \ FS-GB �e o 12.8 FS-GB FL I 11.2 FS-GB �e a► o g4 12.0% o W z I�� o d m FSB x 1 .4 I 13.4 64 tie .6 ❑ �� o aFG - . - `.ti 1• 1 --- �� \ \ _ 13.29 o FG / _�� FG �' °° I - 09.0 'S� Etl 09.5 15.3 �► _ - T �; �i 11.07 .0 11.2 N 1, x / 1 d' 10' -FP 1 .�C' \ v FG 13.56 °' FS 12.97'` c•' 4'� r� .- 12.35 G 3 .- o� F5 1 .7 o FG M �, _ FG , '"- a - _ FL Q - -__ ---. 14.16 - - -- = �-- 11 ---- 11.75 - 0 5 -_1 -� o ----- 09.53 .16 FS FS =I 60.02 g 55.02 S S 55.01 I q 8 1 .68 IE 3 S .66 IE 3 S 5.02 87.17' o,"� ;� \ - N 11' • 2.01 2 w N 11 • 2.0% 2 W 11' • 2.0>r -� FF = 1110.5 09.7 2 0 09. 9.5 1109.7 2 .5'* 13.92 TC h G 4 N 12. TCCO .90 TC $ FG FG ^� 13.46 IE _ 11.6 IE 9.44 IE 4 w 1 - I � 0 11 7 7 Cv .6 - 1 -......_.- - - _:- --- 14 ,� ST. LIGHT / 2.ox 12 N71.06'47"w TOWNSHIP ROAD 13 2.062 --, r m - _ N ..�� - - - rr � " ,. Ln - � � 9ATER � w a . . . .............. 6" FH . / --------.-_..._----------------------- --- -- --------------------------------------------------------------- ------ X1114 E �^ R/N 4" NYE AS REQUIRED CL J to Ifs INSTALL ro a FL OF PIPE 1/2" SIDEWALK REMOVABLE M o. ABOVE GUTTER 6w PLUG 0 LOWLINE ao INVERT ELEV. A 4" PVC 00 PER PLAN •r- n `t .. 4 Uj W M :�; .t;," :•r'r •{- :t ' INSTALL POLYETHYLENE Q PLASTIC JOINT MATERIAL ENHANCED REAR ENHANCED S I DE BACKWATER FOUNDAT I ON vi •" ` "QUICK JOINT" OR EQUAL LOT NO. ELEVATION ELEVAT I ON VALVE CATEGORY 1 1/2" MIN. COVER 1 X RIGHT SIDE NOT REQUIRED II S 20 0 20 40 60 INV ELEV PER = - - II " . CONSTR O OTE$ X x o PLAN-J `�-' •_ �. :.-�.=.• -���_:*- `� ;rt UCTI N N 3 X - - NOT REQUIRED I I o CURB k GUTTER " " w a ' ;_�: `;�s; r.; 4=- -'T;_ •y: - - o 3"x4" REDUCER 4x4 x4 TEE "" 'r a 28 X LEFT SIDE NOT REQUIRED II a O ` 2 INSTALL 3" PVC SCHEDULE 40 All GRAPHIC SCALE 3" MIN PVC (SCHEDULE 40) ~"' '1 29 X - - NOT REQUIRED I I LO a INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT ' ? 30 X NOT REQUIRED N 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER O DETAIL ON THIS SHEET 31 - - - - NOT REQUIREDimam II a 32 -- - - - NOT REQU I RED I I 0- UNDERGROUND UNDE RG ROUND SERVICE 33 X LEFT S IDE X I I 34 - - - - NOT REQUIRED II to PLANNING ■ DElION ■ CONSTRUCTION W ALERT 5" SLAB PER FOUNDATION PLANS 0- CALL CALL TML FREE ■ ■ ■ z7W YNEZ ROAD,SURE 400 z 1-8C --422-4133 A.CAL -OFMA�-46� a a N s V LT I N[3 sW.�.eo42 ■ FAX9W.676.7240 . ,�wv�,.RaF.car, j�LD03-138GR Two WORKING DAYS BEFORE YOU DIG LD02-208G R CONSz TRUCT I ON RECORD DATE BY REVISIONS DATE ACC'D BENCF4IARK �� QROF ESS/ DES I Gf QED BY DRAWN BY CHECKED BY • Drawing No. 0 4/03 RBF 1 REVISED PAD ELEVATION AND DRIVEWAY W C C. M M. BOECK M M. BOECK RLS RJB RECOMMENDED BY: DATE: s DEPARTMENT OF PUBLIC WORKS Q / crryOFTEMECULA z7 U Contractor SLOPES ON LOTS 1-3 AND 28-32 HORIZONTAL 'SC-D 0- P I a Prep red der The Supervision Of 0 ,. rn W M ACCEPTED BY: DATE: PRECISE GRADIH 2 0 Inspector SEE SHEET 1 1 20 N o. 6 349 4 Date: -- DEPUTY D I RECTOR OF PUBLIC WORKS G PLAN q- �. Exp. 9-30-06 � � � � RONALD J. PARKS TRACT 30088 VERTICAL ATTHEW C. HICKS Date Completed `q C/VII- �� a �- IFR.C.E. 63494 9-30-06 a No. Expires r es R.C.E. No. 19744 Mfr-==�wev:=_=�- f"�A E 1 0 N/A CAI. P• Expires 9-30-05 ��.� LOTS 1 TO 3 AND 28 TO 34 SHEET 2 OF 2 a