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HomeMy WebLinkAboutTract Map 30264-13 Lot 1-52 Precise Grading C'I TY OF TEMECULA GRADING NOTES PRECISE � PLAN 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ARBA 2�, PHASES _ 5' MIN. PA S' MIN, 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE y�Y TR� 30264' / � LOTS � �� MUDSILL � SWALES SHALL 8E A MINIMUM OF 0.2' DEEP AND 8E CONSTRUCTED A MINIMUM OF 2' 3 MIN AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Y4" PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHED MUDSILL RAINBOW CANYON � REDHAWK PKWY8"Mlty. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. COINER PAD � '`� ➢ -� � �e ,� 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR COMA LINDA 8'MIN. , STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES a OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT � ROAD ( � 2� MIN. 6'MIN. P SRF WOLF CREEK S. 7� 209 MAX. SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. t: 209& Md►X. 5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, REDHAWK PKWY ( SECTION B-�B LOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE :1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � NO SCALE FILLS OVER 1' DEEP. � p�, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS WOLF VALLEY ROAD � Mu�s�u. - 5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN VICINITY MAP � i I _ � ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING . . 3 MIN. 2 MIN. FI�iiSHED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / I � FILL SLOPES, PROJECT SITE � I a � TR. 30264-12 �� 7. FINAL COMPACTION REPORT WILL 8E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � P 5' � •�� 8 IN. gLpPE VARIES 2:1 MAx. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE so SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION � . -•: FOR EAR YARD SLOPES GREATER 20�MMAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN _ THAN 5 IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. --------------- SECTION A-A SECTION rd-C g, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. HIGH POINT � PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 o, PAD ELEVATION-0.13' MODEL TYPE 2x � 6" MIN. F Z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND MAX. FINISH FLOOR � _, SEDIMENT CONTROLS 70 PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING ;�� LOT NUMBER 4 , �v� THE GRADING PHASE. DEEPENED FOOTING 069,0e 1069.0e ELEVATION TYPE -v�A - A\ 1�-a 0 7 5 "ft- PER PIAN 0'--- 0'-- � 0' FINISH FLOOR ELEVATION •• ' °-a�' ► ':• .� > ':> 4°. 2% �� 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 35 (8's ABOVE PAD ELEVATION �_M���'Q� 2% MIN• APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN 3CR-11ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES s' MIN. FF=to7o.t7 PAD ELEVATION = = OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK PAD=�oss.5o �� ►: ; FLOW PREVENTION DEVICES PER THE U.P.C. 4' MI x 6 2" SAND • � � FILL DISPOSAL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PLM 1A PLAN 18 PI.IW 1C LENGTH OF DEEPENED x s[o) ,�o6e5 � PAD GRADE `� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL, IF FOOTING (D.F.) � STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST ENHANCED ELEVATION � FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE NO SCALE PLACEMENT OF FILL. RETAINING WALL, N 0' �t 0'-- � 0' BY E SEPARATE REQUIRED, GFF�tQ68.o� 10e7e� *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING GARAGE FINISH FLOOR ELEVATION � �,Z � AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING RIGHT-OF-WAY GRADING OPERATIONS, Will eo.5o' culla LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. p� yA p� � � x FS FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A TYPICAL LOT REGISTERED CIIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND N.T.s. FL FLOW LINE ELEVATION --- TRACT BOUNDARY FILL SLOPES OVER 30 IN VERTICAL HEIGHT, INV. INVERT FF FINISH FLOOR RETAINING WALL 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE Q P �- GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH HIGH POINT � PAD zL1234.0 -� EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE ELEVATION-0.2" MIN. ' FLOW LINE ELEVATION PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. Ply - F.L ' b ' G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS � � � � � � � � " �• STREET LIGHT OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL LUDING ���24�0� � ER ELEVATION REAR ADHERENCE TO ORDINANCE NO. �E STATE 4-04 RNPD�SUT THE DURATION OF THE PERMIT FOR CONSTRUCTION ACTIVITIES, F APPLICABLE. 5 5' S' FIRE HYDRANT PAD ELEVATION MIM. MIN. PAD ELEVATION MIN. ENHANCED SIDE BUILDING FOOTPRINTS �� �� TW TOP OF WAC! ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. TF TOP OF FOOTING NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SCALE 1" = 40 � � ENHANCED SIDE °� � 2 DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO B B � e SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � PUBLIC RIGHT-OF-WAY. � � ��•�� P/� NOTICE TO CONTRACTORS 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 R/w � � � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE � AOF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOOTING TO BE DEEPENED AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY OAF . 20 0� TYPICAL SIDE YARD DRAINAGE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE � � 4� WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO SCALE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE .� F.F. ELEV. DEEPELENGTH EDG FOOTING (D.F.) OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � VARIES, 6" MIN. TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. PER PLAN,AMAXPTH FOOTING EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER/DEVELOPER: PAD ELEV. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS WOODSIDE HOMES 12 �� CUT FILL AND THOSE APPROXIMATE MATER LOCATION ANDON THE RECORDS EXTENT. THE(NED ARE INDICATED WITH OWNER BY ACCEPTING THE EEIR THE PlANS OR 2 WORKING DAYS PRIOR PRIOR 0 STARTING CONSTRUCTION R SHALL NOTIFY THE FOLLOWING I OFSOR EXCAVATIONES 23121 ANTONIO PARKWAY SUITE 120 12 MIN. EXCAVATION 2600 C.Y. RANCHO SANTA MARGARITA, CA. 92688 LD09---*050GR -0 PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND '0 Underground Service Alert EMBANKMENT 2600 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 949-858-4980 1111111111 � " SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER ^ � y NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 22�-26U0 LD 08-091 GR o Call: TOLL FREE b SHALL BE FORMED. SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. %+__ 4 00 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT T N 227-2600 TYP, EXTRA DEPTH FOOTING PLAN . IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD SAN DIEGO CA 92111 O LD08- 034GR N.T.S. TOTALS 2600 C.Y. CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 858-560-1713 i6 t2 2600 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-580-0380 FAX R rCq TWO WORKING DAYS WORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QR�YEss�o ,Hall & Foreman, Inc. RECOMMENDED BY: DATE• Drawin No. � 24111 08 DFL REVISE BUILDING El.EYATIOMS VARIOUS LOTS o t�'� �• r�t Engineering,Surveying,Plannin •Landsca e Architecture � C i TY OF TDEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 --��--• o F � g p � �S CONTRACTOR 11 24 08 DFL REVISE FF. � �i y Three BeihrNforld Cir. sf.. goo Temecula, Co. 92590 N ELEVAliONS AND SWAI.�S BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL y Z os a vnR. 951 294-9338 ►ax. 951 294-9301 - 1 z !t� ft LOTS 1-52, SHEETS 2-8 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W ��xp�*e 3o t� � pREPA BY ACCEPTED BY: DATE: CISE GRADING PLAN 11/24/09 AJT REVISE FOOTPRINT FOR UNIT 3C� AFFECTS FROM POST OFFICE AT TEMECULA 29 N.E. OF THE ,�, • DANIEL' A. RK INSPECTOR °� * DEPUTY DI ECTOR OF PUBLIC WORKS � �� g LOPS 3, 31, 36, 41 dt 48, SHT'S 2, 3, 5, 6. PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' y��CAL ��7 ,�`e • : PHASES 2--,8 Z S.W. OF 36 CONCRETE STANDPIPE, ELEV. 1039.378 �� ���- o� ANTHONY6r. T N DATE: �'• • . � 30264---,13 � �DATE COMPLETED C ��� No. 21914 EXP. DATE 8-30-11 R.C.E. No. 43212 EXPIRES 3f31,�10 TR. LOTS SRT. 1 OF �� �� R.C.E. O,.J 0' 20' 40' 60' 80' SCALE. 1" .r.. 20' pw.www..°"wwr"°y i 55.00' .� ► _..,, S.UD �3c�.c�0 V V V V 9 0 10.6 P tv 0 . . 0 ..� _ p J 10.1 K I•'.L. �„ o -T1p z r.L. -A .� z ' -q (0 00 . Ion 00 -q 01 5 0 0 r ' 1.0 • ► -r� G7 • 0� 0 s : j 10" LCT 50 � . LCT �� LCAT' 49 . ., LOT S1 5PLAN _ 6SIDEWALK 1 PLAN PLANPLAN . .� . • � RLQF PIPE 1 » T.G V. �► 2A � � p o / � INSTALL REMOVABLE 2C 0\1 "01 v F*Fo 1111o50 o � A o ABOVE GUTTER PE P N X F*F* 1111 .70 �'.F', 1 1 �,�a � � PLUG. F*F'. 1111 .20 _ ROWI INE INV. ELEV. » PAD 1111 .0 � 1110*4 � . . . . 0 z PAD PVc • PAD 1111 .2 z • JPSR PEAIu �PAD 111D.� , J � o � • :� a 00 ER ' w �► N J ; Lex4N4" 0 ;np I N1/ » '� P eR 3x4 0 !� G.FO=1111.2 G.r.=1111.0 ... av C° 0 � CURD AN TEE 4% G.i'. 1110.7 G.F. 1110.4 09. » REDUCER CUTT 3 MIN+ PVC 00 00 � �' o �► co .L. .B. (SCHEDULE 40) • • Tia • • 1 . . 4h, v� -.,•, c . . v a LEVAT'ION, 09.9 09 4 •� CA NO SCALE ,r•� .�... G. . 55.00 .L. .o. -� `- P.L. G.E3, 47, a M --n ;q 0 termo 00 od;� a co V � . ov Q 11f MIN# INSTALL POLYETHYLENE COVER PLASTIC pNT MATERIAL. QUICK JOINT OR EQUIVALENT 0 0 0 0 " _ r _... ....M ... w. V ._...._. _ r.... . ._._......._.... _....r....M .....,_ .._., p (37► y d D .. 00 Q 0 00 ►..► . p ] Q Y. p 9 �cnl a m 2 MIN.Cl "T] 00 Z M —T—E, N T F Z;P > .waw-..,...w.N..:.rvw...w.n-wrr-<........ sr-rte.... _rte.. ........r....................e. ..r-.a_:... �- v SECTION 0 r p IVA E DRAIN TH 0-U- GH CURD DELAM -� 8 1I -� °° -� too ..�o v3 8 •o -n 40 � • . to N0 SC'AL� J 55,001 5 .00 55. ' v .. '.� Uo ta'-- co 0f, bo .... 10 1010 00ION F.L. .D. ""(� .. '� " 09.4 0 . � 3 (0 /GOB* iv 09.1 --n 0 � (y o 0 . 0 w �-- mil► i .. f00 Mry/.�. * co w G.F.= -11 F,L.&,B. 0 0=1110. J !oa G.F.=1111. ;� _, G7 0 v • . t7p � r �] pC] C7d GJ � �•1 0 # J TI T1 Q a d (0 LCT 4 LOT 2 • co 5• • � • Q PLAN 0 o FLAN w LCAT 1 10\1PLAN 10\1 (4p a 0 z PLAN ;0 zFeFoz 3C 10\1 • 1 11 .80 Fo F�. 1111 .20 2C 10 F*F* 1111 .5011103 -r, JPAD 1111 . PAD pF.Fo 1111 .00 z J PAD 1111 .Q � � Co � :� J a � J :tea 5 PAD 1110.5 • C4 • � 0 a.. 10' ... 10 ., v .U G1 G� p N � J ' ' Q J . © 0 -TIS, .� C] ? . � � • rU0\1 � —' D ' (700 a.qQ p � ;r1 -p-, 09.� # W p z p G7 V, fO F.L. Q V • V k ' 55.00' 55.00' 6 %-j- 55.00 _nF: p 55.00 J SEE SHEET NO * 7 LD09-, 050GR Underground Service Alert � o Call: TOLL. FREE LD08091 GR A 1-800 1 LD08�wO34G 227-2600 �. Iwa WORKING DAYS SUoRK YOU 010 �sForeman, DrawingNo. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK �'' �� Mall & Inc. RECOMMENDED BY: DATA: MEN SCALE � � CITYOFTEMECULA 04/11/08 DFL I Engineering,Surveying,Planning,Landscape Architecture DEPARTMENT OF PUBLIC WORKS R�IIS� BUILDING E.l�IATI�H��, VARIOUS LOTS .� _ � p RIVERSIDE COUNTY 600 6 69 1970 CONTRACTOR H4RI pNTAl. �,. Terve 9otforWOrld Cir. Ste. 200 Temoouto, Co. 92590 11��4/Q8 DPL R�11IS� �'.�. �IATIQI45 AN8 SWAl�S BRASS DISC SST 1 FAST OF CONCRETE POST MARKER � . ��. 1 � Phn. 901 294-930 rox. 951 294-9341 ACCEPTED ®Y. DAT LOTS 1-521 SHMS 2-8 STAMPED 60 REST, 2.9 MILES S.E. ALONG PALA ROAD �► �, PRECISE GRADING PLAN 11/24/09 AJT REVISE FOOTPRINT FOR UNIT 3C A er Z 2/ a FROM PAST OFFICE AT TQMECULA 9 N.�, Off' THE AS SHOWN EXP# 9-3011 ,� R �� � o DANIEL YORK INSPECTOR , ►. DEPUTY IR�CTOR OF PUBLIC WORKS t05. V PAVED ROAD N.W. OF TEL. POLE NO. 6295, C.W.T. 3 �. TRACT 30264- 13, P 2 LOTS 1 -4 & 49-52 S.W. OF 36 CONCRETE STANDPIPE. BLEV, 1039.375 ANTH NY TERICH DATE. ..i• •.r ... ,.. ` SHY. 2 0F 8 DATE COMPLETED �' C� R.C.E. Na. 2191 ! EXP, DATE l 1 R.C.E. No. 43212 EXPIRES 3 31 10 0' 20' 40' 60' 809 SCALE: 1" = 20' 2 H.P• 11.2 11.2 r P.C. Qr ugo 9 �'F.L. �, ____ �_. ___._.�. G1L_1 Mi 1•Q% MINR F.L. G. ..J� D Y 00,00 � F.S. •9% 11•� 11.3 .� P.G. F• 1.a� MIN. 1 a.2 f _. 11.6 C 10. w _ . w.___. r.. ..r_..___ 09.9 10,5 F.C. '•L. F.L• F.L. F.L. 11 r � ��.� ..��.. _a_�.�.. �_-. 1.0� MIN. � , 111 •p 102.00 100.00 FOG F.G. 0 ��jv � 11.� ,� '�• � 11.6 7. Ll G ( � • T- s 000 61 _j 3.2 , _1 10 q* z 'r' 1 0 0 �, �- F.G� .-- T"-- 1 r7 LO < 1- , • r- � 11.3 d � 2,00 r� �'. CA 1 09.9 � I� Fr i '�_'. FOG, MIN. 0 CL. �tf) F.S 7.2` �. _"" T , t • C� �; aq 091 89 ,cn► "''�''� � � �" 1 1 CA 1 1.2 �rrr.J � Vr* 7• r �. . VMI r• 'ft•07 8 2 r a-*' 111. .- � � ,� � .r....�1 Cil �-�- � H.P. F.G. �.. it 0.6 o 090 6 L 16 �► • � 12L • MIN / .• 11.6 0.1 w 10.7 LZ co --' F.S• c J LO FOG* D.F. ,__. �„ WY 8 ,,�. U. < 1016 D•FR , F•G• • • ._..1 i 1111.0 (� �/� ' c�: !�, �- H.P. .�. 1•a9 MIN# �/ L • H•P. 00.00 SEFOETAI.,; 011.3 11.3 12,9 __�_ �-i-T ..__ __._ o •GR F O Gr 10.6 13• FOG* 10.7 - 1.a70 MIN. 14.1 �- `_ _ � 11 r6 Fo L* A A F&Ls/QoB# nI 09.12 NV* ��.� �-�- 1.0� MIN. � F.L. F. • .G. -�--. Ira% . 11. .11• 1 • 1a2.ao v14►VrV� F. FOG. F G �' 68.38 65,25' V_ n110 v ob 0 T_ 0 8 V_ F.S013 6 FLI 0 • 1 Vr1 • ♦ 1•7 0 • 1 1111.1 I • �-- I�. 09.71 CSL 16' LO 10A F•G• � � F.G. ,�- z T' �: F•S• wY z F.G. 1110.4 8 HoP# s-- ,-� 8. a 1109.5 .- �] j--- j.._. • c� H.P. o 1 F-- ...�! .r-- ,--r �--�. H.P. � 0 , Q o 0 •1 Cy 10.7 10.0 M i N ..,,.,.a 09.2 09.8 � . .. L.L. �a.� � - �.L. F.G. F#Lo 10.6 F L• F•Gr �.--.- 20' ' Cl.,•t�.F ° 1 ' 18' 18 1 • 11.3 L�• � 1010 p F•L. -- 0.2 10.8 Q • �. .. 11 6 F•G• 33 .- �- �_ .. 09 r 100 11. DoF. FRG. F. 10. FOG. ' ' F.G. .�.. FA r07a I • .92 0.1 02.04 23'± 10 1.0% N. � LOTC� L- 4.95 6 �7 r z z z z F.L. . µ_� �.�.� _��.._..��...T��_�.�� _. PLAN -� PLAN 1111.0 11 rte 11 r 0 • �. 3 A 11.6 F.G. C► FOG, �, 0 cvC � o � H.P• F.G. //� n� /+� ► �'.�'. Oo3O �'•Fe 1111o20 :- ► Lrr r Y/V �[ ) i '�� m • F• • Nf z TTMI I 0 PAD 1109.8 PAD 1110*7< � T- 1 f �- _.,i _j ESL 0 ft 0 C�. �' t � 09.8 09.2 1017 0 b. 11 r41 46 .._� V_ F.G• FRG• LI • '" � 10.6 G.1=.=1110.7 F. • �_ , 09.1$ G.F. 1109.€ o� 15'± G.�. FOS, 0 ` 11LL 0 11.41 0R 0• � 1100 a) -1 D.F. 103 O 9•a2 F.GD•F• FrCRFRG. _F•L. D•F. F.S. 0 U. IOUX =9.79 a 08.5 ca 01,96' �•� � 1• '--0 y43.38nn •L. • � 9,p r- 0917 • MIN, �� • • r ___. 7,4�8 .�.`" . F S `:� ...� I 10.7 5� '�+ 0.6 V-10� raa r f 00.74 0 F.G. D./ . F.G. VIIIIIIIII' V.F. 6 08,94 �f F. ft 2.0 '$" V-1 �.' F•S• Dw F•S. MI 10.3 C D �-- ,Jdr F. 110 L . 0 ISI ,J 08.7 vi ~ 1110.2to qqj- Z I T- _04 T_..,. H.P. _! ,-- r. � ..._ ... .. .....,. ..w. .. ...... . .. u_..._a.a... ... v...e..wr_..o-.: . . .. ...._..._:...._.W.....__ .,... .�..�_.___ -.._ .w...a�.w...M_. .. .. ...,..M_w.-.... ..., . �,._..r.....___. . ._ 4 o a., 240± U. < A 10.4 �* CL s' %,/` p �. 10.4 - , / SIERRA RIDGE WAY FOG* - 0*7 j F-G_ 10.0 F.L. 09.3 �, 139.76 1.0� •L• G•B• MIN, � 11 ,0111 IIll off yr ..... .rM + ... .r.w..r .....r ...w. . r _..rr. /jor f 4F► 110 0 +.ter r....'...,,.r ..►.++r-„'•. we• A LD09----&050GR T,. Underground Service Alert ' A o Call: TOLL FREE 111,LD08 .. 1 09 111 1 GR 1= VIM, 1-800 LD08--,�034GR 227.2600 cS c� CP WO WINKING QM WON WU DQ R ' BENCHMARK . ...E CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC Doff' s � Hall & Foreman Inc. DrawingNo. SCALE � � � � RECOMMENDED BY: DATE. a4 110$ DFl. R VlS UUIIUIN� �NATI�N , VARIDU lDTS ,�, • Engineering.Surveying•Planning.landscape Architecture DEPARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY 600 62 89 197Q � , 240 Tomowlo. Co. 92590 11/24/08 DFL F.F+ 11ATIUNS MI SWALE$ � HCRIZOWA!» Tr7roa �etter�rori� crr. sts. ®f�Ass DISC SST EAST OF CONCRETE POST MARKER ,.• Phn. 951 294-930 Fax. 961 294-9301 \ "� i LOTS 1-52, SHS 2-8 - STAMPED 68 RESET, 2.9 MILES 5.f. ALONGP'A!A ROAD Wo 21914 � ACCEPTED �3Y. DAPRECISE GRADING PLAN AS SHOWN ExP• 9-�30�11 ,�, � UANIE�. A. Y K - 11 4 FROM POST OFFICE AT T M C U lA 29 Nil f)F THE PRE E� Y: a INSPECTOR / /09 AST REVISE FOOTPRINT FOR UNC 3C, I DPu-nr DIR TOR O PUBLIC WORKS r .: PAVED ROAD 5 N.w. OF TEL. POLE N0. X295, C•W.T. � �*�, �. � - J. ,� � . + 30264 ,.+ 131 _..x"`49 , ANN60 Jill TEMICH TR`ACT' PSI. 3 LOT'S 4� 48 SRW. OF 36' CONCRETE STANDPIPE. ELEvr 1039.378 'vER�T`ICA!» A C ,,,� i DATE COMPLETED P41014R*CoL No* 21914 EXP* DATE 30 19 R.C.F. No. 43212 .,..__EXPIRES,3/31.110 SHTo 3 OF 8 0' 2O' 40'- 60' 80' SCALE: 1" = 20' SEE SHEET NO . 7 Ile ILL. Do F0 13.E 0.1 ' �. 13.6in 4 `° 3.8 .G. D.F'"t- �4 . F+.G. � 60 * 00 56 *00 �".Cy. _ , 55.00' 1 __..__ _. _ _µ. 60.40 104.04L 0 11 .5 14,0 Q 1�. 1114.4 0 16.0 HOP* o H.P. o 142r04 ,,. �.Ca. FOG • 1.0 v MIN. � 12.7 13.2 �-_ �u _._�...�....._..w�.�_ .w.��.__._ _M_�...�._..._...�__._� o 0 111 P.G. """r �, 14,0 4 R • 13.3 3 1 4.1 • 1 5.4 1 4r F.L. z r) 13.5 Cl"� ._ ��w._.w..��..� P.G. ©!_._. F'.L. P L . -. F.L. 11.6 F.G. 1 1 1 c,� 1 FOG# P.G. �-4 � 0 1 .0 -H 14x.7 0 � � e 3 • 13.� �.C 9 0 ± f Q P.L. P.G. �r Op �- • Q P.V. 0.0 13.9 �._ r- 0 62 ft 111 .0 �-- Z ,�. �, 10' , 0 13.8 D.F. 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Drowin NO. SCALE e A RECOMMENDED BY. mmilod DATE. 1Nome 1 W DFL REVISE BUILDING ELEVATION, VARIOUS LOTS 2 ZILO � � Engineering.,Surveying*Planning.,Landscape Architecture DEPARTMENT CP PUBLIC WORKS f�IVERSIDE COUNTY 600-62-s9 19761 � 2590 CONTRACTOR 11/2��08 DFL REVISE �•�. EL�,IIATIDN� ANU SWALEB ;� H(�RI�ONTAE. Throe Betterwart� Ciro ste. 2og Temacura, Co.C RASS DISC SBL' 1 EAST OF CONCRETE PAST MARKER Ph". 951 294-9300 r'vx. 951 294-9301 .� � 09 LOIS 1- SHR 2--8 STAMPED 68 RESET 2.9 MILES S.E. ALONG PAL,A ROAD �» No. 21914 � ACCEPTED BY. � DAT AS SHOWN �x�. 9~30-1 � PREP D �. .� DANIEL A. CRK PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.B. OF THE T R WORKS DEPUTY D EC OR OF UBLIC r PAVED ROAD 5 N.W. OF TEL, POLE N0. 8295, C.W.T. 3 /1 4 • , TRACT30264- 13, PH. 4, LOTS 27&28, S.W. of 36' CONCRETE STANDPIPE. ELEV, 1039.378 VERTICAL , c� 1�- .' ANffOw J0 DAT& �� .. 0 � � 43&44 �' 21914 Exp'. DATE 9 R.C.E. NO. 43212 _ EXPIRES 3► 31 z 1 o S HT. 4 0 F• 8 DATE COMPLETED ��►� R.�.�. Ho. -- f D' 20" 40" (309 809 SCALE.* 1" 20" r 56 *00 56900' 56* 55 6 .0 0' 56 * 1 _V 55.00' _V 55.00' ' T. • c•� 18.4 -- + .. F.G. Hr P ...� 0 1115.3 A 18rD 4 -� �] 4 0 17.3 " 17.5 LO F.G• - 15.0 1 4r V- A 1�.2 •- 0 H.�'. �► F'.G. 15.9 �,� F. c�� F.G. F*09 Lrj FOG* .ir •+wN 1 •8 14.9 F.L., 17,3 16.8 " FrVr I r L• 6,4 F•G• To Lr F•Cr 13.9 aro 15,6 16r6 17.2 7.4 F.L. 15.5 � D.F.62 .C. � L• F.G. FeL. 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" Vr L= 15.88 } s F•S. • 21.28 1 .61 � 0 149 •�. .05 .. F.S. r " " 9.1 a 15.47 �5, 55.05 T �° FrSo " L +V 15.a ) 5.9 " F.Sr -�, cry • 14.3 14.2 ori . .B. F */GOB* ` 7.3 6 a 16.9 F,Lr r I r L• Gr Br 1511 • 16.4 °6 16• 16.9 •Lo/G.8, 1• . . Flo C. F � o 1 FOG# F#L*/G Fr L. C•B. 1 IT,2 17.9 .. O F.G. Fr G♦ • • • 1 I♦3 • •� • r • • • •/ r- 0.5 15.8 F.G. t 163 7 1 7r D• • LOT 42 1 rG• F.G. �r�r . LOT 41LOT �. 19 an PLAN 016 0,6 0.6 FA D.F. PLAN PLAN D,F. D.Fr LCAT 39 1 B �' 1 3CPLAN NO i2B FY9 *00 FPFo 1116.90 1c�'.�'. 1117.8a PAD1115.5 � � a �: PAD 111 6• • PAD 1 17.3 - .F. 1118.7a 8 8 •-- ._.. 1 0.1P Is 1 o ER PAD 1.118.21.a� M F. Dr�. 15,5 or11 Q Fr G. �rF•52 17.3 �/.1 �� EP P FOG* D.�. .5 14.7 16.3 1811 15 .,5 Nca F.L. F•Cr 16,5 0•o FrGr 10 amp- F.G. 19 15.7 FrLr � .F. Fr • 16.4 17.3 18.2 14.9 0� Flo F.LF•G• FOG. 17.5 Fs Go 18.4 . N F.L. ' 15.8 �,z 16.7 F.L. " z � � a ,� o� 17.6 A 1115.2 N F•L. N F.L. N F•L. 1 06 H.P. N 0 0, 16►.7 1116.1 7 1117.0 1117.9 24.2 15.8 c� F.C. A 1 .5 �.�. 15.8 H.P c F.G. H•P. 18.5 H.p. F.G. F.Gr Fr G. ,- �6.7 � r"s F•Gr 155.05' 17.5 , F.G.-- 18.5 55.05P lr .- 55.05' ~ , Fr C• T- 136.36' 05 Underground Service Alert !J1111111111111 11111111,Ill,11111 "Noo""i 1111111111111111111111111111 Call: TOLL FREE L 08--,o091 1- 800 227-"2600 1LD08,=,"034GR Two WORKING QAYS SUOR11 YOU DIQ CONSTRUCTION RECORD DATE Y REVISIONS BENCHMARK B DATE ACC'D �a��s�,� flail � Foreman, Ina. Dr�WiSCALE � � RECOMMENDED BYr DATE. nNo. • ' ' t�/11 Q$ DFL REUISE BUILDING El�IATfQl�B, VARIOUS LATS � Engineerings Surveying,PEann�n •Landscape Architecture TEMECULADEPARTMENT OF P RIVERSIDE COUNTY 600-62-69 1971 4. g p - PUBLIC WORKS CONTRACTOR 11/24/48 DFL RVISE . . l�EVATIgHB AN8 SWAl.ES H RI QI�PAL � Throe oelferftld Cle, stsr zoo Temecula, Co. 92590 p BRASS DISC SET 1 EAST OF CONCRETE POST MARKER IP � /� � Ph • 951 294-95aFvx. s5� 2g�s5o�LOTS 1-529 SNS 2-8 STAMPED 68 RESET 2.9 MILES S.E. ALONG PA.A ROAD No. 21914 ACCEPTED BY: . PRECISE GRADING PLAN ..... . r � 11/24/09 AST RAS FOOTPRINT FORqP40� FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN EXP. 9--o3C--11 ,�,�, PREPARE ''�': DANIEL Ar YDR INSPECTOR � (� U UNIT 3C.AJ ''�► PAVED '` DEPUTY DIRECT R OF PUBLIC WORKS LbT$ 319L41. ED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. 3 tit► � ' . . .�.., 29-31 , .�,vRT� T RAST 3 D 2�� 1 � PN. � LC�T'� 39 4�2 S.W. OF 38 CONCRETE STANDPIPE. ELEV. 1C�39r378 �� �,� ��, � #(R1dW0'P'_ ' ' 1 V ,4� ANTHON J. DATO .* • **, DATE COMPLETED a� ���t� RZI1 . .E. eta►. 21914 EXP. DATE 9�3owo11 R.C.E. No. 43212 EXPIRES 3 31O SHT* 5 OF 8 0' 20' 40' 60' 80' SCALE: 1" = 20' a 58 .05' T- T5,06' X7.37 21.6 56 . 00 56. 60 .aa � - ++ ao.a� 55.00 .60 cn 1120.3 F.G. db 31 ,32 � ".P. NSI ,��9 4 1118.9��G � Z0.2 - � 1119.7 � 20.8 20.0 cv M 18.4 1117.9 18� F.G. H.P. a F'.G. a z .P. 20.2 Fe o z F.L. �F G g F.G. H.P. �.G. 18.5 � 20.0-000 F.G. `v 0.6 o z F.G. 16.6 o z F.L. F.�. 19. 18.3 04,0 D.F.52 19.2 �L9 F.G. 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D�PARTM�NT OF` PUBLIC WORKS 04/11/08 DFL REVISE BUILDING ELEVATIO14% VARIOUS LOTS _ - Engineerings Surveying.,Planning•Landscape Architecture t1/ RSID COUNTY 600 62 69 1970 �'0 Three 0e#ferWarld Crr. $4. 200 Temecula, Co. 92590 CONTRACTOR 11/24/08 DFL REVISE F.F. ELEVATIONS AND SWALES 1' TOP CONCRETE PAST MARKER HORIZOWAL �. Q RASS DISC SET EAS wo Phn. 951 294-9304 Pax. 951 294-9341 ACCEPTED BY: �, DOT •3 LOTS 1- 52, SHEETS 2--8 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �, No. 21914PRECISE GRADING PLAN AS SHOWN w EXP. 9~30-*09 PREP D �� ; .� DANIEL A. YORK FROM PAST OFFICE AT TEMECULA 29 N.E. OF THE �► DEPUTY D ECTOR OF PUBLJC WORKS INSPECTOR ° . . PAVED ROAD 5 N.W. OF TEL. POLE NO. 8295, C.W.T. 3 s GCS. /l • . TRACT" 30264- 13, PH. $ LOTS 16-24 VEUCAL. �r `� S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ' civitoANTHO NY J. TERICH DATE. •. •.• DATE COMPLETED �' CA S► R.C.E. Nor 21914 EXP. DATE 9~30 R.C.E. No. 43212 EXPIRES 3 31 10 S H S 0 8 i 1