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Street Improvement (Revision 2)
Y 1' ENERAi. NO YES . , �■r PROJECT SITE vom 1. The contractor shall be responsible for the clearing of the proposed work area, and TO CORONA relocation costs of all existing utilities. Permittee must inform the City of constnktJon schedule at least 48 hours price to beginning of construction. �FORNI100000000 ROAD Phone: (9M) 6948411 � � ,\ 11111111111001111000* 2. The developer will install street name signs conforming to the City of Temecula's � Standard Nos.403-40b. �' 3. All work shall conform with the requirements of the City of Temecula Public Waks � , Department Improvement Standards and Specifications, dated November 1991, and ` ��� 5 x PAUBA � W subsequent amendments. - / 4. It shall be the responsibility of the contractor to notify the engineer, to install street EXIST. centerline monuments as r aired Riverside County Ordinance No.461 (rracts and STREET C/GNr � � � SgNT I AGO RD• cents eq by tY � o� � Z � �- � �v Parcel Maps only), O � - . . g 5. It shall be the responsibility of the developer or contractor to apply to the City of J THIS PLAN IS NOT APPROVED FOR CONSTRUCTION � � YZZ LANE Temecula Department of Public Works for an Encroachment Permit for all work on -- -- - P OF MEANDERING SIDEWALKS. SIDEWALKS SHOWN � -o�� existing City maintained roads, and for utility work within offers of dedication for public I � � HEAEON ARE FOR ESTIMATING PURPOSES ONLY, � � p Pico 9y tee• I � s UPON APPROVAL OF TNT LANDSCAPE ARCAI*TEOII�PKAMJRK� - NFFT�9 PLAN SHALL 13E REVISED TO SNOW MEANDERING �, � � �o►� �, � 6. All underground facilities, with laterals, shall be in place prior to paving the street � �� SIDEWALKS TO BE CONSTRUCTED, section including, but not limited to,the following: sewer,water, ele�,�ric, gas,drainage. SSE TRACT 24136 � � -- HWY. 79 INFRASTRUCTURE ! PO TRACT NO , 24186 =�=-- �- sr'���'T 7. Curb depressions and driveway approaches will be installed and constructed according PLANS Q10- 2.G c.FS. � W � TO SAN D I EGO to Standard No.207 and/or No.207A, as directed in the field. I q goo= 4.o c F a. a T 2418� Gam. 'a-�" , c910 2.3 c.R•s, � o S � Q1oo = 3.5 c•F`:S. Quo = 7.2 c.FS. p� S. It shall be the responsibility of the developer or contractor to apply to California y�� Q100= ii.2, c.Fs. Department of Transportation (CalTrans) for an Encroachment Permit for all work � � � � T 24185 C.e. 'Pr3' � perfamed within the State Right-of-Way. � �, p - T 24 18t1 C.P "c-2 �.g C.ems. �- �, 9. All street sections are tentative. Additional sal tests shall betaken after rough Q1°= 1°.° c.�s �� , � �. V11CINITY MAP to determine the exact street section requirements. Use Standard No. 4011 expansive Q,�= ig.5 G� � y` .,� �- �P soils are encountered. C ► � NOT TO SCALE 10. Asphaltic Emulsion (Fog Seal) shall be applied not less than fourteen (14) days `fR 241 C.B. C-I NEET.. 2; I �"� following placement of the asphalt surfacing and shall be applied at a rate of 0.05 Q,o= s.3 cFs TRACT NO , 24184 gaflon per square yard. Asphaltic emulsion shall conform to Sections 37,39,and 94 of `���=8•� ��'s �� T 24184 C.6 ��8�, Q 10 6•t c�Fs. � the STATE STANDARD bPEC/FIGATlONS. T 24184 G.F,3, A-1 Q�o�-�.O GF9• � " G1 too= 9.5 C FS. Q,o Z.G C.F.S •- 1" 4984 G.B. B,D-2 �R 2418 4 C.�. ��0-3 Q,ao=4.0 CPS, Qioo = IO.G C.F.5. � a>o- 2.� �.�5. SHEET I NDEX P Q�o� 9.5 GPI✓ � a�oo�3eG F 5. T s �.� ..B- „ TR�►CT N0 . 24 185 11, RIME COAT S RE u/REO PRIOR TO PAv�NG ALL GRADES INEXCESS _ 2418 7 � Q � Qioo= 14:1 C �5 OF TEI�I PERCEavT. S ...,� � flows y yvA Y � � (AN15APXE � T24185 G 6. 0-2 j 12. Install street trees in accordance with Riverside County Ordinance No.460.53. �� � ���� ��VE - ,,�.-�---� ., e � - sy� C�,o =13.�0 I . -GENERAL NOTES. LOCATION MAP. AND INDEX MAP. � �. � c�1oo 22.3 G.FS. � � � �_ �/ 5� .• fi 0 ! � 2. CONSTRUCTION NOTES, QUANTITIES. TYPICAL SECTION. & DETAILS 13. Street lights shall be installed in accordance with the approved street Itghting plan. � --�-�--� ' � `r.�, ,,�.-•-�,., ✓ � � � ,_ � � 3, TYPICAL SECTIONS AND DETAILS Olt 0 14. As determined by the City Engineer, the developer is responsible as a minimum for 4. SUPERELEVATION DIAGRAMS road improvements to centerline and may be required to reconstruct existing � �-�-J '-�--�' - � � ., pavements, including base, and matching overlay required to meet the structural � � �� ��- �4 standards for the current ass' ned traffic index. SSE Tf�,gCT 25417 � `.'`.' � � �u � � �,, � w , q STREET � IM-PROVEMEN.TS_ FUTURE,/MPROVEME t2a.ie2 c.a. e-4" � 0 :°,� . .- q� � �T 1� � 9, offpoaroLa Roap 15. Only landscaping consisting of grass and pxwy trees may be installed within parkways � � � E �. I,•. FROM STA. 2gro-�. 14,03 TO sTA.304�-� 00.00 on local residential streets without separate landscape tans. �1fi other types of _ Quo -5.o GF.S ACT NO . 24183 'cy y� � � T 24182 c.B. "e-G" � ��� `�- � ` --� � 6. DE PORTOLA ROAD - P p p YP � Q�oo =tI.G,GFS. � � �u landscaping In these areas, and all landscaping on all other streets shall require � � T�>92 C�'�A-5 � / qod G.� c.Fs. �Q \- ''� � ► 3 FROM STA. �04� ► Oo.04T0 STA. ��2 + oo.00 separate landscape plans. All landscaping encroachments shall conform to Riverside ,� Qtoo a 3.3 e C.FS >o = %.7 �.FS Qtoo= 10.6 c.Fs, a �\ � � - _- � `� 7. DE PORTOLA ROAD I Ow �z�SE� INLET -f'\ - � � �?.,,�- � FROM STA, 31Z+ 00.00 TO STA. 32t+ OO.UO County"Standards relating to the Administration of Landscape Encroachments"dated ) Q�r� _ >5.0 G•F 6• � �.....�� � i � 8. DE PORTOLA ROAD I January 1989. � �u�V'R� �� � . 9 Q' _ �:, °� � � `►` Zt� FROM STA. 00.00 TO 3TA.�2 J* 00.00 . I � �C ✓ ` e ; Q %t DE�PORTOLA 3 9+ 00.00 TO 3TA. 338 � 00.00 16. Pursuant to the City of Temecula Ordinance No. 9012, the developer shall install all -�--- T 24l85 G e� "a-I � I � required cable N facilities. � � -`-' t0. DE PORTOLA ROAD � �� Quo = 1.3 G.F. J� � � FROM, . 3� + 0.00 TO STA, 344, 82R73 Q too=1.% Q.F.S. w 11. MEADOW& PAKKWAY' 17. Approval of these plans by the City or its agents does not relieve the applicant and his / I AGUSTA _� � . 7 + ��,70 TO STA. 8a-� 41.�7 211, engineer from the res onsibilit .for the correction of errors or omissions discovered r24183 G.B.°�-3" 12 E 6� �. CDR/�E Quo =2.8 C. S. h, � � 9 P Y � E� F�TUR 7'2416,� G8. B-0J.5 � � � � r�. CAMPANULA WAY Burin construction. Upon request,the appropriate Ian revisions shall be promptly Quo = S.5 CFb �N Q`°" �o•� � C.FS. oC � s + 74.78 TO STA. 41 + oo:oo 9 p q � p p p�Y �� Q1o' Z.g G•fr5 ' TRACT NO'a 24182 1.i1� 0��. 0100=���Cfy � � I 13, CAMPANULA WAY 0.00 TO STA, SO + 00.00 submitted to the City Engineer for review and approval. Qjoo ° 8.4 GF5 � � �► i UNrRiyERiivcE7'� a/oo' `�3 G•F.S. FROM � �ii. � 14. CAMPANULAWAY Z T 24182 C.F� " 2" 1 � rn �'D 1 �1 FROM STA, 0 + 00.00 TO STA. 59 + 00.00 W =57./ GFg. 1 18. CAMPANULA WAY .� Q goo- 8.o C.F. � (imT RISER �N�.�-r)� � � + 0.00 TO STA. 60 + 90.74 j FROM STA. 62 + 36.40 TO STA, 65 + 96.72 0 I � � 16. SUNNY MEADOWS DRIVE T24182 C.B."8-�' � � FROM STA, 7 . 4.�'P'0 STA. 78 + 00.00 Qf0= Z.� C•F5. _ ,; -� 17. SUNNY MEADOWS DRIV QI00' ��9 G•Fy. � _ � + FROM STA. 78 + 00.00 0 STA. 87 + 00,00 - - - - � - _ _ � II t8• SUNNY MEADOWS DRN� � - STATE H I GHWAY 79 FROM sT�.e + 00. TO sTa. 94 + 94.za � 18. LEENA WAY �.).,� FROMS�49 + 18.26 TO STA. 48 * 00.00 � 19, LEENA WAY FROM S 25 + 81.66 TO STA. 31 + 00.00 LEGEN D Zp. LEENA WAY • - FROM S-1L�. 31 + 00.00 TO STA. 39 + 00.00 w 21. LEENA WAY � �] CATCH BASIN � -� STOP SIGN % STREET LIGHT; 120V, 39 + OO.00 To STA,, 4t� + oo.00 U . •--� BARRICADE �" STREET NAME SIGN � 55W, L&PbS&vb , 8000L.U8 � � &TR1P1t4QZ91GAJ1NG PLAN � STREET TREE STREET LIGHT, 120V, �NDEX ��P 22, M�oQw6 � PA C��MPl�NULA 1�/AY, Q 135W, L,P,S,V,, 22,500L.U* SCALE : I " = 300 ', 23, DE P09-TOLA , DAD � 24,0 LEENA WAY SUNNY MEApOW�f f��1V� z Un�i�����w�i S��vi�• Alert BENCH MARK + BAS.IS OF BEARINGS BAR SCALE : �'`' 3as� � � - 2s. MEACowS PARKWAY MEd/AN PRoPIle.S, COUNTY OF RIVERSIDE B.M. ?-29-81 THE BEARING SHOWN HEREON ARE BASED ON A PORTION O 1�30 300 -. Go4 �JCX� CAM PANUI,A Gc1AY M�pIAN PRgPI���' �p Call : TOLL FREE 2 11219 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF THE CENTERLINE OF BUTTERF t ELD STAGE ROAD AS 2Q• pePoRToLA Rc7i�D M EgIAN PRvFiLEs �� ,:-STA. 2�6-�co ro 3i9 �sa � OF FRONT ST. AND RANCHO CALIFORNIA ROAD, t .8 MILES N.E. ON SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 27• QEPaRTOLA ROAD N1EDlf?N �Ig1.,So To ����jc� RANCHO CALIFORNIA ROAD TO THE INTERSECT ION OF RANCHO CALIFORNIA BOOK 169. PAGES 38 THROUGH 61 OF MAPS, RECORDS KEITH � ma:rc►w OWNER/DEVELOPER: _ 28• DEPORT4�.A ROAD MeDIAN PRQF1t.�'S 3 •yT.4, 33�goo TO� too � ROAD AND MARGARITA ROAD. IN THE N.W. CORNER OF THE INTERSECTION OF RIVERSIDE COUNTY. CAL I FORN I A. BEING INTERNATIaNAL �� N 422-41� 1 ' E. OF A 7' CHAIN L I NK� FENCE. 21 ' X 16' AROUND S0. CALIF. GAS N 22°66' 23"W. iNc., Lw%j,4"0ArTu0" C'AL-PALOMA DEL SOL. L.C. � VALVES, 40' No OF P.P . tN0.+�l 94' N. OF THE CENTERLINE OF RANCHO ' '°�"'b'°""'•' 9404 GENESEE AVENUE SUITE 1'E 230 CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I ' We OF MONUMENT. Inland Empire Division �,,,,� R.,,,,,,,., , ,. P 12o ^(��p$�Q► N TWO WORKING DAYS BEFORE YOU D I t3 �weoo adc�.A.%, sue.sou, 1Miww Yaii�y� CA(909)66J-O�RtI SAN D I EGO. CALIFORNIA 92037 - Lo 06-0000610 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SEAL �"��w�•a � r DrawingNo . � SPACE @�c�����iU � Designed By Drawn By peaked By RECOMMENDED BY:% /,� DATE�_$�� CITY ,OF TEM�CULA DEPARTMENT OF PUBLIC . WORKS1GG• / AODEO STREET LlGNTS Tt� af7UTHSEEABOVE • Controotor 6/DE DEp0/Z7ULA RO 69Tb- 5- 10 _ Horizontal W r �AVI��� ��� Plons 'Prepared Under Supervision Of � � ` ' Z U f "' IMPROWN �.t w,r� 5 �. � ACCEPTED 'BY i - DATE i. $TReETI ,E, ENT PLANS'? - Ina aotor � �i4r L, . ��4�7�1 r►� 4 �/� C CL S-� ~�(o PRINCIPAL. NOINEER. POR CITY �NOINEER k ., . ' Dote T. ;1 E,, Vert�oal � � .� DAVID LI-WEN SHEN � si- PARKS, Sf.itEET Completed +'� �' v .- 44374 6-30-97 is74� Ex lrse �/30/97 , ' IN�R�1�►T��.IC�FURE� -� Pk1A�E j � �►��� R.C.E No . E.:plres R.C.E No. v TRACT 24182' � 9418,6 Sheet � of �,._. 123003 CONSTRUCTION NOTES & QUANTITY ESTIMATE CONET. NOTE ITEMS TO BE CONSTRUCTED OR INSTALLED QUANTIT Y UNIT Na RAW STREET R/W f�' ow---------- X00 �w POADIA14\1 EXCAVATION 15J 543 c, y. 50 50 '� 5O �z aa' ae' �2• /2woo. 38' .�3' O i G• G' 8' MON >z' fz' f2� J2• J2� e:: 6' fa' � � 6 ' 6' /2' /2' / ' /2' /2' low wde O2 CONS T. 0.30 A.C. WI�5EA L COA T OUEl2 �. f0 ,p A3.,CIASE 2(6,g135 FCNS AcjG,,9,a,0 GY A8� Z9 91949 S. F 3B' 13 ' 13 � 0 CoA1,57-. O, c5A.C. W166AL. COAT O�/�/Z 0,00' A.i3,CUtSS2�5�o9�TON��C'�3,555CY Ab� 208,639 � � 2� � Z� o.�'� to O CorosT 0.3 5"A.C. fy�SEAL COAT OVE.PJ.2$iQ9,C42 , (1j (4&100NSA#c* �2,103c.YAB 4,594?,6 5. F _ eo _ _� � 4a o ooa, a e o 0 O � 04 co 4 MFAo0W5 PARK WA Y �O 0 6 2 2 CAMPANU[.A WA Y CI TY OF rEIWECULA 6rAlVDARP X/0, lol O C'ONST. CONC. COe,5 AND 60r7zE�Q T YPE A-6' PEP CI]'Y SiQ. NO. 200 001 075 L. GI TY OF TEME LA 5 T'O. NQ /01 0 coNsr. conic. �vPe O CUR6 (G�� C. F� p6l;;�p cir r 5r� �v� 204 iz 7de �.F A4EA DO WS PARKWA Y CAMP4AJULA WAY FROM 57A. 78+ 03.53 TO STA. 65-oO44/-.97 FRotil- Sra:35+9a•6o ro . STA• 57 +c1.�6 PREL/M/NARY "R" !/AL!(E = 30'.0 T./ � 90; 0.35 A.C�/?.5A.B� IFIC54/M/�+/ARf/ R !/<lL UE go, T/. = 7� Q30 A.C./f./O iI B. (czA99 17/ 10 CAMPANUL-A WAY /O COrVST CONC. S/OEW.QLK PER LAN.05CAPE A&H`11�5 PLAN �Z°�.8°J� 5. F FROM S7A. 33r6/.�98 ro S�,a.3st�8. 6o - - FROM STA• 57+Gl.36 TO srp• ci+o4 • qg 66' 11 sAwcurAlvo P�51wov6 £X/5T PA VEMENT 4,80 7 L. F PX&JA411VAII? '%C" VALUE = 30, T/. y7.6, 0.30'AG1f.JO'A.B.CCL.Ij� /2 COIVSr, 31DEWOLA.-f ACCESS A2A"1::7 pe5e C/T Y S TD. NQ 40 2 40 EA. /2' - - G� G' /2' 121 /2' �3 CONST 4' ?rHK. CONCRETE' WALK 5- F oz� 2� a CV/ C, C�PGL� Gl1TTE".P Fzs��e c r y 5 T0. N,� 2 0.98 9,$79 S. F � " G\� <, o �o q o a$eo vo ' • �.. lG EX16T STORM O,P�IIN AIVP AFPU/�'TEiVAAJC6S;r030REM0VEP AS k6QU1R6C-1 � 6 /o O 6 2 PER STORM OR,gIN FLAA15 CITY 6rFTEMEGUIoA 6FAA1L>AP0 /00 I 7 REFER LOCAL DEPRESSION FOR C-8. PER 91V� co. 6T40. No. 3 » CAMPANULA WAY (FOR L. D PETAIL SEE SHEETS 2 k 3 >Z E4. FROM STA. 4(5 t 06,o 27 TO STA. 60-I- gO.l4 fR6"L/Nl/NARf� R !///LUE= 30, Tr-90, 0.30"A.C./l.10 iJ.B. /CLASS' J� *, wty /V/1 w Rlw 5 A 2� IAJ!STA L L STREET NAME S/GN PER 01tY 570., �V� y 400 - 4-05 � EA �w � /2' 321 f2'-zo' 21 STREET 001-17- 120 V01,7,- 5,5 WATTS) f.5 000 L. U. L.PS. V. PE1?1?1VC0- 5TR 1GfV zo EA , G' G� 81, /2' /2' lo' z',�d i2=2o' /Z' 8' -. 5 � /O /2' /0" STREET LIGHT l20 VOLT, l35 WATTS, 22/600 L.U. L.P. 5. 1/F�'R GTY °✓TD. B00 3'3 EA. i � I � � o�G �� � INSTALL STREET TREES IN ACCOROANCE WITH 0FP1AJA1VC6 AJO- 4,60-6,5 :35 7 EA. 0.06' � I 21a �-- 2� 5 -= 5, 2/ 2% /NSTALL GUIDE MARKER PER CITY** STD. NO• 4000 4 EA • ' ' " `� ` Wig " � �9 'ee o e e oo ` oeo q e IIVOrALL REDWOOD HE-APER (Z / /STALL STOP SIGti/ aN sTtzEeT SAME SIGN t�osT % EA . olry OF TEIWEGULA STD. NO. 103 SCC- A C11T)'00 OF rEMECIUZ-A 5r4AJOAA2D NO. /OZ (MOD/F/EO� �7 /NSTALL TEMP 0AA:W' ICARE PER 01TY 5TD: NO• �o04A 692 L.F R=30� T. l. = G. 5�0.25 �A.C�0.9 0q.B�CLASSII) CA M PQ N UL.�I WAY O L EEN�I WA Y, FROM .S TA. 60-1-3G.40 7b STA. G�5+6500 FROM "Mon" S TA. 2.5;0 7.G0 rO S 7,Q. 49f 1S. 2G� PREC IM/,UARii ;P�" 04Z UE"� d0, rlo = Z5, 0', 0'LI.C./J.loAB. /CGA�99II/ PEFcP,,T0 STRIFINg/SIo%!/NG PLANS FOP, LO�AI"IONS AND OETf4/LS _- - __-- -_ SUNNy A4E�4DOW5§molmwmwmDl21VE"*Ikmm"_ WLY Env 0 F/ZoM 6TA. 71-�44045 To 5TA * 94 -P94- 24 /08 RAW O PREL/M/NAR4i k I�ALUr'.30 ri,/,= 7.0, 0.2�'A.C.1 0 9D A.d. /CL 4&9 ZI) 54" 54 /2' 32' i2' io' I loINN 01" ' � L6�� - --- p 6 (0- to 2 GlrY OF rEA4EGULA 6rA1VDAkD NO. 102 (M0)91)P/E0.,) CAMPANULA W4Y � °�' F_k20M 6TA. G3+(o5. G17 TO STA. 6!ot53. 72 a PREL/M/HARE/ V �ALU6"= .�'1, Ti= 75, o.3oA,C./i is q 8. �eZ4591lJ Ss 14� . ------- - - --. _ i W ° 2/ � n n'� nip p0Ld � OOOv 00� low �-----� Wiz-' J J m O �h� vh� U pOvOOv w aV � � m � � �c0 � h KEITH• Ar �,�,i„„� STA. 4jo+ 56 .94 INTERNATIONAL ; ��� CA M PA NIi'L Wlq Y e ra. 79 * 7s.oo 6r/l , 79* 0/. 31 zmooy�V02:r lAGAL OEPRE55/ON NO• .B-5MEA D OWS PARKWAY MEADOWS PARKWAY INC. FOR PLAN VIEW 9EE SHT. 13 Inland Empire Division �omr x..wR., v cui� re.�.• LOCAL pEPRE55/ON NO. .B-2 LOGAG OEP?E55/ON NO. .O-1 cmw.e.... a�w.wo. r� rwm u�wo�aas-au� FOR PWN VIEW 5EE' SHT �/ LO %�n 000 FOR FLAN V/EW SEE 5HT CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEA QPpFE88/pa Designed By Drawn By Cheokad By �j�� Drowlng No . co�t�aoto� 5EE 5HEE7 1 - a `4�, - RECOMMENDED BY�.�y _ '_e DATE:�2/sL92_ CITY OF" TEMECULA DEPARTMENT OF PUBLIC WORKS Horfzu�to� �� DAYID Plana Prepared Under Supervision Of s1-wEra SsaEa� � /^\�- P P a ACCEPTED BY DATE - �sy� STREET IMPROVEMENT PLANS Inapeotor _- � nO•""' � `� !/� Q Date �J _` PRINCIPAL ENGINEEftf FOR CITY ENGINEER TYPICAL STREET SECTIONS Date Vortioal * ��' # DAVID LI--WEN SHEN RONAtD J, PARK9 �. CONSTRUCTION NOTES 11 'QTY, ESTIMATES cpmPtataa ft.C.E No ..44374 Expires 6-30-97 ft.C.E Na, 19744 Expires siaossr INFR&§TRUCTURE - PHASE F TR. 241 8,'L - 24186 Sheet aP2E� Rom,R/w goo' W R/w �cn �� -l_ 7G' ULT Y e x 'c�y"J 7eo'f ucr. EX. F.S. PER .D. ,(59 � � � stZ� � �,� .`�. � �� h �' 38lU[.T. /2' 2' Z' /2' 38' 38'UG T /2' I�'�` � h� lOVlmT N� � /8� 20• �' � ';10- 220� � /9�ULT I_�D. I ry\OEM- rls�^!'7 j , 10, (o -r /3 to �-- - -w. 2! !_jJ �\ y.?.G�� '.Z.GiOOJ f f ' / I 6 '"° 13 TOt133/. � e 3 JO � I -- )X* i 2 vj Q � ""o ClrY OF TEME'CULA Sr4w,10414FO No. Id! C/N OF, 7EIWECUL14 Sr*4&VXRZ7 t1o. /0/ 446CN� W�4Y �9ClNNY MC�C.7�l�19 ,OR. 9zoo'0001�?TOL!-� kOfIO DEPOR TQLA ROAD GOC!-IL cCKllPGSSlpN Pp. �q-9 COCAG CJC-�NNlFCSSlQN e�,�.Fl-!4 STA. le 7i9 2q6+.�23.7�/ ,�"9TA. 3/G*G<1.74/ TCl.SrA. 325��/&.'SG STA. 3CY'�yr3�TG�9TA. 3//+03.53, STA 327G8P! T09TA. .�230.3/,0,� yorerzaev vtc-wSCE' StrT �g PR6"L/iLl/4/<Ja� R` YgL UE=30, T/, =80, 0,-J0 A.C./ /.10`A.4�CG.sW/� STA. 5,.Y0+92.74' 7&-.SrW, dfS�SV*48 PR6"L/M/NgRf� R "�gLUE= 30, T.Z.=�O, Q�a<1•C//. /O A.C.(CGASSTl� 7G'U lT P". /S'v[.T (o, 2' /2' 3s 380 uLT /1' Z' Z R i �V � �\� -. � �' ��'• P ,PA.D. /Sq� 6 � `� G'J � /8' 20NMI ' /e'u�T. p L6' ti co- � �� o moo•, a. �' s .UfI.P/E�v . tZ. Off' 00;/slow— � G / . F.S. �� A.-ee� _ 7U-2. -�_ -/.5d}� _/.50°/ J-isa,�/ Iwo, AI /J •/ram 7 �3 � ' �i w C1rY 0/� 7T;71WoTCU4tA sr.4&0,41fa 4/0. /o/ c1r?09 OF r,5WECUL A STA�(/O�lRO A/o. /0/ 0CP01?rC7L4 e04Z2 DEPOKTOLA RUAQ sr�a. 3z t�.46 SX4.. z9�•.��v To.s,� �.�7v ST<G 3//+03.S50 1W T0,5T.4. 3,13+�50, .ST!( .�/3'SS/99 7tf,5�4.39y�az�s � CA MI�A NUG A WA Y P/2EL/N!/N.4Pf� R°v4L!/E=30, T./.x B.O, Q90A.C,//./O A.B, /CL�STC� PR6UM/Nr�/7f� r..r.=d,0,030 AG// f0 AO.�LLA551Z� GCc�C �L�Rc:ss�o�v �.rd-a !'-0�e c�9(v vtc--w Sc�Star. �2 W I /GYJ R /per' P/W m � o 0 z' a' 38' 71,o'uc r 'ar i2' 2' '= 74' UL T � � � ��y 2 /Z� 38' EX. F,3.PER A.O. ,C?9\ 98'uGT + �i IZ Z tt1 N N N N h '4 y, ;1.�� N .ZO 20'� � /8'Ucr 10/0 +2.GYJ1.' 6 � .y�� .S-�10�7tJt/� =/9�'L I _ p•. ro �P�` � w.2e' .� t�•'t[.1 e, 7 moo ,40 V \ 7 � 4) � �n soo h � �v nC� �9p kY � y l� � � � Q �d u3� nos � �9 � Win - mm,.� p. � NN 1, � � � l. � .. QQ mM mm� �pO mho ` G/TY OF TE/YIECULA STANOARO A/o. /Ol ClrY OF-7EMEGULA STAN04R0 No. /0/ 6rA. 62 f 54. o 7 � . . rA. 04c) flG.l4 OEPO�PTOLA ROAD zEPQRTOL A ROAD CAMPANULA WAY STA. 3L}�+.�3.7V 705r4o .3t97*4/.3/ , 5jr,41 .33/+3/.� 7Yl ,y'7f1, .�?39 9,?,7�/ TO STA "7+P0,80 LOCAL DEPRE55/ON NO. B-8 GOCAG:lJGt97CjS�9lON 11R�.A-/ GOCAG t.7Gs(�lPG�9t9lON �.(�2 PREL/M/NgRV R' i141wL/�'.�ll, T./, -g 0 0.30<l.G',�1. 10 A.9, CGA99Il FOR PLgN V/EW 5EE 5HT. /5 _ !-O!P hYAN VlG W SC-G �gNT. 7 !'O!5' (`Yr�N V!L W SC'E SN7' to � J PRSG/�i//N<JRS� �iP�� l/�ILUE=,30, TS�A, 0.9 0 A G/� 1� A.B. C LA SS 1f) V J UJ J V j U J UJ V IL"I F' �L'^ F-� u-. F� IL �F' I1: f'" 0" ^ Cn9 h v cy 0 '?�W /00' .uoU�iu oNv Va`� = �, �}v 7G' UGT •� 1J v m _ � 01�0 m� A^1 MNo /O G" UGT ��� � _:.9 38'UL T /Z' 2' ,2 �,Z� 3g� EX, FS. PER A.D, /59 W:r LT 2V *U zoo /Jp# L7-- /0 (0 ZOO 2� G EX. F.S. PER S �. IS� VAR.ri 33J � OOY. �O , .- � Z0� ii v.4�Pi�c �G3 � , � �`� � w= ia' � w=2i' -' aZt � +2GY1% _—zQ � � _� - n �Y J v v . � is 7 � �°, ^ ^ 8 '`�'o °`�° � �,. k � k �"^ �9 03 aC r + + to + + y N N N N' 9TA. G2+4'1.0� 5TA. 298 +80.40 SI'(-1. 0470 �.9G.9( clry OF 7-elklEcluLA STANDARD No. /0/ C17Y OF TEMEGUL.q STANDARD No. /0/ �gMIaANULA 1n/,[tY DE PORTO L A ROAD 40C !�lPTt7Gl� lP�U. DEPO�('TOL A �P0,40 D4CPOA7 TOLA iPO�D LOCAL DEPRESSION ti10. 84>-2 LOCAL DEPRESSION 'C-3� GOCAG lJG-'!�lPC-:SSlON MD.l3•"1- FaVZ Pl-AN `l16W SEE SNEE.T 15 FOR PLAN VIEW SEE SNT. 5 `.. (=0(P C°CAN VIEW lS4�L-� 0&77 S TA SO 7+y/.3/ TG SM, SOW-o y/.3/, STq 3.XJ+9/.OS 7�J STA 931-0311 0.5 STA. 3/S+G�/.7�1 TO 9TA. .�/G+GS!7'/� ST�4. .3,ZS�r/B',S6 rV.Sr.W, .xd5'f/gSG LOCAL DEPRE5510W-, DETAIL5 (m.-T.$) .4TA• .�39�92. 74Y V,4TA. 3�10+92,7�/ PR6L/M/A/slR� %P��I�ALU6�30, T..L=B•D; �1 30A.G�/ !O A,a. (Ct,_A66rL� KEITH Md INTERNATIONALOP LOGAI.. DEPRESSIONS PR6L/M/A/qKY R [!AGUE• .30, T/. -80, G130A.C./!!O A.B, /C r-�E THE SPEUPIG '(�AGT , SToraM DRAIN PLANS suwyo�rcxv INC. �e�w�roc. Inland Empire Division �„vy m,�„°,°�., � --raw A..., sw.aoa. Jao.�e rwr.Y, CA(eoa)aeroni LO °J!n-Q�OOGO CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEA HD�F�A�. Daelgnad By Drawn By Cheoked By � Drawing No . SEE 6H�E T f env aq� RCCOMMENDED BY:��L1q� DATES sip%_ G I TY OF TEMECULA DEPARTMENT OF PUBLIC WOR.KS Cont.aoeo• - Hortaontal � pgVID Fp Plane Pr spared Under Supervision OP �j /!/' v� LI•WEN 5HEN I ACCEPTED BY:� �` "�" DATEi_ m q / STREET IMPROVEMENT PLANS 1 Inopaotor w tio. �4ay4 m � C+ ��^ � r— �b PRINCIPAL ENGINEER FOR CITY ENGINEER Date �,��,o,, ;� �o..�� .& DAVID Li-WEN SHfN Date— — RONALD J. P0.GiK5 41. LOCAL DEPRE$SION DETAILSCompleted R.C.E No . 44374 Exptree 6-30-97 R.C.E Na. 19744 Exo�roo 9/30/97 WF�2ASTRUCTUR� - PHASE I TR. 24192 - 24186 Sheet .J oP�� 1lip 137004 ¢oo ,PEYE�PSE" 5'UPE�P�LEY�7"/ON T,P�is��g/T/ON mom so' �-o' �oo� moo 50' �o 3�z.zQ 91��E.PE.GEY.9T/ort/ TPAit/�9/T/ON 3�z.z�' SU.�E.PE,CE,Iil�T/oaf/ r.P��rrsirro�v ioo'!!cmom— � !c ioo' vc ioa' due �z.z¢' � boo 'llG� ioo ' vc. 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Q.P�.17E .1/�t/E @ ?y OF �� 4 � � o � V � 0 � �q � � h u�T� 9 �o 324��8.S� rO 6rW 32 7�e0- 80 ►� � �, , sT� 3,�7��8.8 f TD �^TA 331 �3/.D✓r �i o so' 'c so' Y. M ,So'vo. So' �c. AlOrE : b0tlrH 6106 OF 0EFOHrOLA ROAD N0 7' CONST'RUG7'E!) UNDER PHfI yE' I. _ 80rH IV le y ORAPE LINES 6HOWN fOR REFERENCE TU WPCR6L6V,4r101V, E . No� TO sc,� E KEITH INTERNATIONAL INC. Inland $aa�pire Division �0�"�101Mn" GuiflNat 1��owoa s�eeao cdoiw.�iwv ante.aoo. �ar.�. rotr y� c�f000J eas-osa� LD . 96 -000060 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL Designed By Drawn By Chenked By Drawing No . T ,�% DA7E: TE(�EC U L A DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY: Contraotoc S�E ✓'H��T � �� �,� Horizontal av� p�y�p Q Plans Prepared Under, Supervision Of /'r1�*+-�� STNE' ef . ��•�E� ��E� M ACCEPTED BY:- X PATE:�s��.1�' PLANS y Inepeotor _ � t6p. 44374 � � � � �"' " Dote �' �' � � PRINCIPAL ENGINEER► FOR CITY ENGINEER Date Vort�oal � ��+•.��=��.�-- ) .� DAVID LI-WEN SHEN RUNALD J. PARKS DE PORTOLA ROAD Completed 44374 6-30-97 19744 9/�0/37 SUPEREIEVATION DIAGRAMS 1 R.C.E No . Expires ' R.C.E No. Expires. INFRASTRUC�URL - PHAS� I TR. 24182 - 24186 Sheet 3 �j r W' O 1 • m � �� m y� o -. - - Vm � m � m � N n: I - - _ - -- - - - - - - - - (t . - _ TOP F FROF N'LY GURk3 - - - - - - - - O _ oar/° (c" C-F) t a _ I - _ 50, V.C. Z O r 1. ° O 0 ti O o0 POI. = I1 0304 @GS74+2900 I O m d' r p O j, li - O �. .'.. O O - - •-- -.- Q ( / , / m V �2 0� IO N w�v j- -- wG � � �la� O � n �� � + d m �� OO -- - f go - /140LT g on �o S � � N w N , N mw I50 LT - - - m - - '_ j I � •R � N tmv � �. , elf 16 a m —m u - L m — _fE�XI_57/ / /NI Sl�H 5%E�D SUR FACE ro 2 IL U SO I ` \ U)Qv�� w°Q d _ 80 PE�AD ° Qc) W 4052 m tfl _ 1150 - --- - - -- I — _ — — - � 4 FOP OF 6 1Y Cu26 - tIJ - - - II F 8 t - - - - 1 I 441t ON� . R - - - - - m �W~ , h r•� ma mV N � I � I _. _ f t { F m ?WZ v a INS N \ N 1.51c 1• I f j.. F- .-- I- F -.. 1 ( - f - { - --� - - - - - I I REVERSE SC!I�ERELEVgTION T!2 NSl7/ON /J'LY SLY FULL SUpE�2ELEV4T1oN (N'LY 5,LY) PROFILE I SCALES R i HOR . 11 t1 �� � i , 1 40' VERT. l4' - I1 141 - MED/AN CURVEIL/NE DATA 29G 297 295 299 500 / 302 303 304 NQ d R L. T I to 0 GRAPHIC SCALE Q 03'J5'S0" J/9Z00' 65.J9' 34.J0' TRACT 2413G �1 1V h�� I � w o - CONSTRUCTION NOTES INFRAS7 U \ G � ' o to zo oo eo izo so H N74'3644'W 131.64' R GTUFZE PLANS J M TQ 08'10'38" 32250' 46.03' 23.05' �� � MEADOWS PKWY, �` m Nm la O CONST. 0.30' A.C. W/ SEAL COAT OVER 1 .10' A.B. CLASS 2 J N8Z'47'ZZ'W 55.60' P-L Dh \V -•H 6' (Dx (D� © CONST. CONC. CURB 8 GUTTER TYPE 'A-6' PER K 03'f8'14" 32Z.50' 13�60' 9.30' � �' t 9 �G � �q. loci CITY SrD- NO . 200 © f/89.00' 366.46' I 50, W 0��O.9 Xv N E�IN ® CONST. CONC. SIDEWALK PER LAND5CAPE ARCN:5 PLAN 0 Ito/.00' 404.84' X N ,Q I M �P �, m e PE 0 06-41'Y6" 511.92' 5975' 26..91' TRACT 24136 SAWCUT AND REMOVE EXIST, PAVEMENT OO IV74-36'44"W 200.00' III * I �15 m o .� © 01.49:53'. f93.00 38.13' 19.07' ALL. (. V" hi m ® Ns- 04?46'04- 250.00 20.73' 10.37' / �/ 1 \ I� If� 17 CON5T LOCAL DEPRE5510N FOR C.B. PER RIV. CO 6TD NO. 311 Q 1_ 2z 5wEr LIGHT 120V, 135W, 22,500 L.O. L.P5.V PER CITY 5TO. 500 IS 4, 9 * ,� �' m 4 � /' -40' r� W� 'S s � ro � � � � CO _ m t�(I) �w N trs C\j02 _ 0 /Qc. � " m on U(((h�•n) 2 8 �J M 7F?r\ �r Z!rJr34-1 L�NT6�sVE n HO - e-* �q- /°'LT _ ) N ` p /0 gp o pE1Z A.� l _ 4 '24l'.'G U` N Z` Mm r U Q� � - 237 G l T � � � �f •rL //y _ EX/BTit/U / _ /i�. . , • y0.. (r1 m ~ KF- _ 6 //4a./;3 Of \\ 11 rIL INV � I9 +2 R q �� _(1150) 1Y_ Z — IS4WG!!1 M I __ - F�b O Cl b r O TRACT I m� `+15b� DE PORTOLA ROAD ' O 25417 + n \ + ' • by { so �� h INFRASTRUCTURE �ti//' I o� -r r� r r 413 STREET IMPROVEMENT PLANS Q/ M t CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' ry hI (r\ -2-99 C.G 1 ADDED bnmET UGHT 70 WUrH 2 CURVE DATA c°"`r°°`° SIDE OE POR7OL4 cD KEITH NO. REFERENCE n Q L T " +'n INTERNATIONAL �9 p �h Inspector 4 ¢ S72EE7 2°5/ 02° lZGb00' 59.70' 29.8G ' N ® N® Date INC. S S'LY CURB 2'F5'27w 11120300 49.16' 24.59' Completed Ia1.na AaDtrs DlwLton "cw ea w.m. C N'LY CuzB 2'5/02" 1ZW.00, GI59' 30.60' 4'M06AeAm. s ""en r , 0Aww) �"° LD 96-06000 p T GT2EET 2262/'20" 1195.00' 4GG.27 ' 23G./3 BENCH MARK SCALE SEA PPOF Designed By Drawn By Cheoked By Drawing 110 . 5EE 5HEET 1 P,w RECOMMENDED BYI DATEc B/9!✓gf CITY OF TEf1ECULA DEPARTMENT OF PUBLIC WOftKS E N'LY cues 22'2/ 20 1r57.00 ' 45/44 ' 226.G3 _ Horizontal Plans Prepared Under Supervision Of F S'LY CURS 22.21 '20° 1233.00 ¢91.09' 243.(o4 o U-WEN MEN / �Is . soaps M ACCEPTED BY: DATE:4" STREET IMPROVEMENT PLANS - �� PRINCIPAL ENGINEER. FOR CITY ENGINEER �. Date DE PORTOLA ROAD I Vertical * 4� * DAVID LINEN SHEN RONALD J. PARKS - 1 r= 4' Op' R.C.E No . 44374 Explrse 6-30-97 1 R.C.E No, 19744 Expires 9/30/97 STA. 296+74.03 TO STA. 304+00.00 INFRASTRUCTURE - PHASE I TR. 24182 - 24!86 Shoot 5 of 28 L�¢XCw7L' L=3i!98 . 8 8 n 3 g y4 41 4 34 //55..29 �" N 70P OFPht7P m32+ 7j60 �\•, h .l\ V it\ pn trV Q tj N LY CURB ev 0..S2% 727P OF/WV/V snl l\ Ai n:h h ',IS '7 \ h M m �G" GF) Br 3R7/, g � //50 m � d°-\�,�u oh _ o c \FM : \ g ^� g o (� _ //50 LT Lr o �K a c<,rTc ,Q h y (TILL SUii�.PEC6Y.47/CW ��� APE.pELEN4T/AC/ � �� STA,VDARD 7YiYCAL N I ' -_ - - •as2�- - � -z' 8 � h W � hh a h oh h h \ '+ ii5o_ g g , g gh " � . .� . h ; h M �. _ iiso o°i hM \ sOcvocFcrPe M ` � � $ W h Z 8 $ o0oQ 50 pT L� pryh r Y \t \ FULL SUPERELE!/ATA2V 7T'g0 SUPERELEI/AT/O,V TRA.US/T/ON GT PROFILE SCALES a 3r2+2sG7 Non¢ i:eo' vEnr. r s• P=005211 C? MEDIAN CURVEIL/NE DATA " A R L T ORAPNIC SCALE QF II89.00' 116.44' 0 10 A b e0 90 l2 so 6 ff'Z4'44 /Z56.00' ZSP.fe' 125. 61, CONSTRUCTION NOTES OK 04'59'!7" 260.00' ZZ.65' 11.33' tl m 7 IV70'Z4'07'E 741' 1782' O� -CONST. 0.30' A.C. W/ SEAL COAT OVER 1.10' A.B. CLASS 2 ✓ 173.34'25" /.00' 3.03' 0 03 CONST. 0.25' A.C. W/ SEAL COAT OVER 0.90' A.B. CLASS 2 OK 07.0a'381 t/92.00' 14a.62' 74AJ 0� i (�? 0 ~m n o © 03'39'17" 322.50' Z2.45' I/.Zd' h' J 0 m 0 © CONST. CONIC. CURB AND GUTTER TYPE A-Co PER CITY 5TD. NO. 200 x Q` N b>d o/vEs wqy ® CONST. CONC. SIDEWALK PER LANDSCAPE ARCH'S PLAN ® N67'07'S5'E 43.3/' �'' h' D Q (�M SEE N 09'40' 30' 322.50' 54.83• 2748• _p. M�fD R A C r 2 4 J H 4-J,eAt �`' C b F- mu MWC7r7 /- y�� IU SAWCUT AND REMOVE EXIST. PAVEMENT 0 120100' f2782' 4 iy Ln I ^ �. �F'r /2 50.32 EX/ 77AA6 9"Pl/ . 0 `+ W` lvil V �, �. 8 43 O °�- 2 CONST. CONIC. SIDEWALK ACCESS RAMP PER CITYSTD. NO. 402 © I9'P4' 25' 917.00' 30.49' 1539' �Q L 5l,EEV N .�((pp 2 V n v N62'36'19'E 78.20' S� � .OGt?ZA.O. /39 nU2t �' roti +1 $m rRACT 24J84 R Nb/'SZ'24'E 7-02.36' F G u 0_ �"tl G + J �,' CONST. 10' CONIC. CROSS GUTTER PER OIT(STD. NO. 209 5 Q5 N6!'01.24•E 283.63• lV 411kp 9 I 1 + Q�IYY. EX1577NEG 3" PI/L. QT 17'20'Z9' 90.00' 2724' 13.73' _� H �� ,4 92 L Q AO 10 RM=DRA#kf4.ANS- /SPJ o u0 f43'/5'05' 2.00' 5,00• 6.02' � : / Z I 3 j 10 m O 27 IN5TALL TEMP. BARRICADE PER CITY 5TD. NO, G04A 0 G // ,� _-� 0 1Z 5TREET LIGHT IZOV, 135W, 225DO LL. L.PSV. FEZ CITY 5TD. 000 �Q �L nl AK'• �lAtYa K 2 \< , : 2 V �� � 30g ✓ �- - - - -- - _ _ - 3(/ EX/ST. PE � F p 10 // - t=n h F I �1'S9WC!/T /o w w \� CT 24J83 zN c116o, r � l I /0 .1155) _ "A fg /,vT. AV40 U E PORTOLA ROAD - voi I - ""a =ro•t20L}� DYES WAY N OOW 22� N �-L++ Q uN ,per / sIn 'o mQ � � ok q2 ^g0 c� � C4 V m � �; ON CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' aJ � � m� WINE \ I -2:R C.O. AOPE WMEET L/CV/T57D SOUTH 2 Q 22 Q c.ntraata" N WE DEP09rDtA A'0. 2 KEITH Bales � Inapeotar INTERNATIONAL mQ ~ Date INC. - "'wsu"re'Ce01 complete) Inlene Rogers Division �rAmmmommo DATA ..re.rrr. . wn.. un_,...r LD 9G -06000 a(/p, X6FER 7A2� 1 LI ,Q L T BENCH MARK SEA 21'09'32' /h2S.Lt7 441 30' 223.19 ' SCALE vPOF Designed By Drawn By hooked By 5EE SHEET' 1 Ese, RECOMMENDED BY: DATEi. ul9z CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. .UZsof&IA9 21'09'32" //SRQ9' 4Z2ZT 21Co. 10' e"o F Nerixontsl �k, DAVID PIG Prepared Under Supervision Of C SfY CURB 21.05'3T' TZ33W 455.84' 230. 201' U-WEN SHE" In .Y "= 40 ' � � �t(' ACCEPTED BY. DENGI Pt7 STREET IMPROVEMENT PLANS D CUq'd9 AST. 92037/049" .�&v- .SGN' -z.d3 C eo Wje VID LI _ Date S' �747 PRINCIPAL ENGINEER. FOR CITY ENGINEER E LY/RB XET. ep'LYJ'A7" .3S'QT 6S'98� .��� vortlosl * 9.e •, 3n"�I't • DAVID LI-WEN SHEN RONALD J. PARING DE PORTOLA ROAD Y" =4' It R.C.E No 44374 Expires 6-30-9/ R.C.E No. 19744 _ Expires 9/30/97 CARL STA. 304+00.00 TO STA. 312e00.00 Sheet 600 of 28 INFRASTRUCTURE - PHASE I TR. 24182 - 24186 nun 5T4kLWO Tf/PIC.4L Zllr 1E_ 0rlLlll 7e4liN177aAl _ FULL 6U0 L ELkWrlA(/ pgw..I .SSFJ' H0. ' Nb- [�44) P./.• /LS5.29 \ m IQ TIPACT.Z4419 I .f/'LVLYlmH7 � y 7,�� � __ >i PoR.66L //.C. _ 3 pp ', P ,(, I� * h SS 8 l e9.2�6t7.00 PoR 600' 1/0 _ g g fit - n a v . =//3/ 7'I N m gm � " a Q ' g ^ �i \ � � \ � � � pP V � c-sze7 c• s267 e32o.07CY1 M ho '� tiag h � 8 � \ va . h g ac. oC - 32/ � \ �I'ih . ry � P h p \ U \ 8m * n N \ � � \va x ? pn 8 $ 8p 4 y4-ctz2 9v= /322' I p 6\ .,h My � �\� \ ^�hoh g n �. �a a\ ga M \ ^1 \ 1� a N 8 ^ u � \ 8hN� a � ^h^i ` ExsT• fsz . n � ah 8 8 � �' * O I � ` aP� FrR � n� v 9v A/y m 4 N mg 8n p M \ j � as ao /59. h \ \ �1 op S o //50 L T. — h h r ` "1 moo n °' " o oq n r n °p o m a \ \ \ M A V Lq + Q ; + . V p9 \ n � 1 y \ 0 OM hM h � R7R .-OZY0 U.C. n (PN'po 1 C 4 Jo1�N�ExBsr. LD TOP OF PROP P \ \ N N \ PaP cL�' uc_ IVTY hh Nh //so � _ — � a� � : �� � ` � �` � � 8el � it 10 g ! \ �•la- � Q' 8in U Po.f'. (00• IGC. � Nh Nh a � . a Rh yob 8 \ \ . ,n pN ap Pi //303r � zo s •a+cv Rae ye `) \ \va hn 6: izo +s2oX M ` \ \ ` h ♦ l\ B' h pI V,• \ \ O m y8c L=S703' G-5705'. y E3-ZO•CY.IGY1 i M 4q 4. -T-W,Y ° Nbl'5Z'24"E //SD`,�PT _ QC1 ` s•-.soszz_y, � =i�44 ° M\f \ I �°1 0a\0 ao .j Mw �n _II a` h�j yW SUi_ .E_P.ELEI/.477LRWo—✓n¢_ .. 0W, �'' sltl ' 9 0 c/y Lh.r A W •° a /4f eprz57 00 � O - + za,. TAWA(5/T /aOP of j EXIST L.D a Z CuRB C.B. I PROFILE TOP F SCALES u FUL 5[/f6Tl414.F T/atl f:4 o• VERY. MED/AN CuRvEle /NE DATA 3/3*00 974W 3B� SNOW 921oAW d R L T GRAPHIC SCALE J 044.74' + I7 o I - � - o w W X 4a eo im So s • r p aI tFI ti a CONSTRUCTION NOTES 10 00'69'53" 1211.00' 2109' 10,55' ' rc� C X , 00 07438'13" 9/3.84 12/BO' 60.99' N • y �Q �� f O M p �' YN O CONST. 0.30' A.C. W/ SEAL COAT OVER 1.10' A.B. CLASS 2 K 05150Y3a 1212.07' /23.47' 6/.79 C'4MPgNV' Q O u�`� - Ci '`Vp n / Cq 0 • 06'02'04' /90.tX)' 26.64' 13.34' �� N�' 'y. /, ' `1 WA ro © CONST CONC. CURB B GUTTER TYPE 'A-6- PER CITY STD. O 5BZ'30.3r)Y 3.7Z' '�2 q - 11'� I 3T / CITY STD. NO 200 NQ 173'23'31` f.00' 3.03' 173Z' ((VV �3gIyY 7RA C7 24184 $ nJ J "aJ �y� r / 11 11/l ro �j ® CONST. CONC. SIDEWALK PER LANDSCAPE ARCH.'S PLAN 0 07006 17" t208.00' 14944' 74.82' 02 'rl " 3SC014 �4 - m 3i 4Z "H u a SAWCUT AND REMOVE EXIST, PAVEMENT PER DETAIL HEREON. © 09'4¢'53' 3L2.50' 54.87' 2750" mz EX , O. lOD �' hs h h n � _ n .5¢ � P Q ® N59'0375"E 42.68' m m m �® 'b 3�"��c+Q n` �� �qTQ' ,Q� , I® CONSTRUCT SIDEWALK CCE 5 qp�p Pip ® 04002'32" 32Z50' 22.75' 113B' / `gFE / �S/,� / -q�p v��//^ IQ EXIST, STORM DRAIN AND APPURTENANCES TO BE REMOVED 5 6l 5Z33` //99.07' 24674 1283' 1 / ty pV AS REQUIRED PER STORM DRAIN PLANS Or N6/'S2't4"E 3G4.74' + - � � `L 6 y � ,�. a u � � � n(�0�� Qu 12OZ10' 116.26' 1 1 REFER LOCAL DEPRESSION FOR C.B. PER RiV CO. STD. LO-311. QV f198O0' 86A5' 1 C5� H // 1 I EX/,$'T- ,� H i F 3/9+,9¢pe,gr:;,Q (FOR DETAIL SEE SHEET 3) 05'49'2Y 27500' 27.%5' 13.99' 2 _ G '� p /�� ✓ / /� SV.STREETuOHT IZOV, 135 W, Z2.500 LU. LP FERVTY57D.8100 QY 17245'03" 100' 3.02' 15.79' =N _ — T 17 --- //Y 92 •b 1 b y 0 N g (//.tGOJ O WwW G57.55 C) ' !/ / D fO Z .. s = 1 /GF1T 5L66VE jC t-EX IST roe gtAIN 12 G OFVFX,yT T uh �, ` w6_0.�9 �• 11 - V� 6 hQ =G. o TRACT 24183 � � nay aura g /may . F \ �4 r'l-s_ _ �' +�h �"i44 r� I �9 2� �4u $$x � y P /� 3z. ✓ + .c, h NOTE : ? Me ' ` V m 2\- M SW '�� COI' P� �QiT �'c 'P CONTRACTOR TO VERIFY ELEVATIONS AND Q zz DE PORTOLA ROAD �rs dS �� � � 2 U✓ z� S" /�' �� g'P, � C? AND LOCATIONS IN FIELD PRIOR TO JOINING EXISTING FACILITIES /N THE FIELD . � p �' o ro �'9�fP V `ln� y` S�ST•�/ � CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' I -P-99 L.G. / ADDEO 57REET UGHTS 7U 60UTH p Zvi h �� Q Contractor 5/DE DE FO TOLO RD. EEITH tlN h n 2f CURtf- DATA Inspector INTERNATIONAL e h Dot. INC. �FEREi/CE Q R L T arof.t.d .. ...e � n Inland mtPlre tHvlefon removal 4e�... % A ZS'27'03" /2224iQ7' 33529 17.1.12• ..Roes,...... roam. a.")dlo m LU 96 -06000 19 0 A/ZV CUA E!°.A7 217' /ZC(3Q7' 293.OI0' / /d' BENCH MARK SEAT,. ppFES% Designed B Drawn B Checked B Dr aefn Na . C 8tY CUA°B /9° 3V' d° //G7Lt7 274.Vw /mRr9/' SCALE Q e 0 Y Y Y r 9 O A/ZV a/Aw QS'02' //- /ze/,5QT /P9.z' S/LL 5EE SHEET / /,�+w DAVIO p RECOMMENDED BYm DATE��xs:�z CITY �f TEMECULA DEPARTMENT OF PUBLiC WORKS Norf aoneol Plane Prepared Under Supervision Of E 57VGY/R8 aT'Ct5' S2" //G7.Q7 /a3.89' S/.45' u-WEN NEN 1C �y yGJ✓ / A.�- F C46W RETUR(/S °32' //S" 45Cd S28T �Z9S' fr 40 no.""' a V " 1 �^ }— ACCEPTED BY DATE p STREET IMPROVEMENT PLANS DOS. 's - Q6 PRINCIPAL F1IGINEER. FOR CITY ENGI CUPBAgTURV6 R9° 23' itS' 3SLt7 sz/as' 3Z/y0 vertical 1 4 � • DAVID LI-WEN SHEN RONALD a PAS DE PORTOLA ROAD ' 19744 9/30/97 STA. 312+00.00 TO STA. 321*00.00 1' = 4' 4 R.0.E No .,44374 Expires6-30-97 R.C.E No. Expires INFRASTRUCTURE - PHASE I TR. 24182 - 24186 Shoat 7 of28 J FLLL SUFERELS-WrIOA/ SUf:ERELEl69T/O11 TRgUS/T/O,(J STANDARD P/P/C/!L PoR GCF9"({C. JT o/= //3/.77 TOP OF P.H POMP. BSO"U.C. .vzvcr�Pe ai= assz9 G, =3.2/ ,$'G -+3.ZOYo a Tr� \\ � � h °oaa 4Go � � P/, //90 GG Pi-//SG.3 .�59 / A.D 6: -.5Fzos'6z= 49zoyere *V Tr h +3,2 //30— g \ L�N � $ , n � � ` J ^1 v nj ,: � �R 6csD ' uc a. / = //ss a 3z7 n� — //90 LT. N � 'NN Z � n � 'i ` M s, = . �zox G2 - -3zox �I Ih � a �)J E 4 PQP. GGi7"�� h . 8 8 8 Io 8 0 8 no g D.8 P 8go E 3.20"OQLYJ TOP OF �j •.t0 h0 n � CN , CO DJ , CO , 4 Y Op r °0 , b Op \ na t�an:� a a � � �� a � a a as NJ ,92o //3�L0 — p8V ;'� 8ti o0 //y0 /Pr, &So' uc.. � \ Pi=iissi9 , � PoRELSO"VC, � Q E 9.27 7SOD SU�"PELEf/gT/OA/ �Q 6�-•3z04% Gi' -320f.�tl fLLL .S�lflr.PEZEYAT/O.V g1 �'�7'` � T.PA.!/9/T/QV STRUL74.P0 7yP/CAG SUf�.PELEYgT/Llt/ TRAit(9/T.Lk/ B,=33G2=3109a" PROFILE Rr. — SCALES _ - //3 HORQ. 1:•0• VERT. tta' ' MEDIAN GURVEILINE DATA �/'� b 51.3+Gb 32474 SZ4460 S25#G9 Szmll6v 327400 S2W"00 129� ° d R L T ORAPHIO SCALE Q 7202.00 32.15 2 n 10 z0 30 au eo ii0 w EQ 03'5%'47' 3ZZ.50' ZZ49' ff. 25' - 't o •`�� J CONSTRUCTION NOTES F N84.52'01"E 43.5/' � & m� � ' N IIFo� N� GQ 09'42'02" 321.50' 50.60' 2737' oil no TRACT 4JF35-1 "' O (' - 2 1- •'L CONST. 0.30' A.C. W/ SEAL COAT OVER I .10' A.B. CLASS 2 NO 12'39'31" 1Z1f 06- 267.55' /34.32' m �N .:1w N J� hti `h © CONST, CONC. CURB B GUTTER TYPE 'A-6' PER CITY 5TD. IQ N'72'46'Zb"N 365 25' m m �? 0 v N0.200 :!Q N73-14.39"W D m Od h \ ® CONST. CONC. SIDEWALK PER LANDSCAPE ARLN.S PLAN Q 321.50' SAWCUT AND REMOVE EXIST. PAVEMENT © N71.4G'2 "W 376.73' S - I �p _ 2P STREET UGHT ILOV, 135N, 22,500 LIA LPcAV. PER OITY 6TD.B00 © f2.18'30' f/99.00' 257 57' 1211, Z [ /L86.60 N 03' H S5'03" 177620' 12f 45' 60.75" m Z G ro I B /O ,9CLu.E I"=� o C 7/98.00' m m 0 E F 11V455 Q)J I i In N N I CA( ro r -I o _ — _ — mo D 4 — // m O o W C O 3"PVC. L76HT5L66V + O EX/ST/J6 FLR A.O /5^J Ct1�� I I _ / T a) e L /rv/4o N O m ' TRACT 2 132, � DE PORTOLA ROAD �W 5 in N l a Q VJ n � Av ' Ah CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'IAtj i 299 L.G. 1 ADOED 57REET LJ&Hr6 7D .60U7H V caatraata 5)oEDePae70Lxl KEITH : «"�"..,, 2z In.p.atar— INTERNATIONAL y....., Date INC. Completed— Nand ]IzziPtr< Dt lLLoa stations wna,.r. Sea, •.,. =ynAsgw LO 96 - 06000 CV��� DATA BENCH MARK SCALE SEA Designed By Drown By Chsok od By r Drawing No . :EE 5HEET 1 ® p RECOMMENDED BY; 'f=` DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS I^ .UO KEFEREIKE d K L T Hor tzontat �i DAVID '6p Plans Prepared Under Supery tslon Of LI-WEN SHEN i ei JA f7t5y1'0T /ZQS.Gb' S'/P_Y Z//.S//" 1^ - 40• ACCEPTED BYE_ DA7E:81 STREET IMPROVEMENT PLANS w .ax.• m Date A yJ �C S 9- 96 PRINCIPAL ENGINEER. FOR CITY ENGINEFA vLi/ CY6PB 9454' fi' Z/8.08" y, -0h1 RONALD J. PARKS vertical ♦ • DAVID LI-WEN SHEN DE PORTOLA ROAD S'L� CURB /v.s 'or /i6�cb' �as36' zar. ,; 1" - 4' �78 cvn 44374 6-30-97 I974a 9/30/97 STA. 321+00.00 TO STA. 329+00.00 a cAt• R.C.R No Expires R.n.E Na._ -- - E.Ptr•• — INFRASTRUCTURE - PHASE I TR. 24182 - 24186 Sheet 8 of28 S7A11DAA?D TiiP/CAL 9VPEPELEYA770A1 1-7Z/ .AIg7EL6YA776IV •ZL�•/!C, P/=//3S. m93v/+Q2QJ Rx ore esVrras, .. P/. =//S,S29®327r RXC2'1 a. �P - 00 70P OP P/ZOP05ED h V 9/y �+/4r1✓' aft =AV.r/': - U A/ _ ///3. OB �_ y N'LYCURB W CO" GGFJ g4 P 4W y diii U U °/4 �" O ® �td+V �8 8 � m v ` a n NOD h 8 � .1�- �� \ N N qtF 'N� , \ A TOP G VIf II4 A� Al It v cuA•B a g c4 m g q7� v ` b yU C i N 8 N n g ra"CFJ n � Y v aN ati N 84 o � 14 � as0' . . P/=/Assca \ \ -z°o: A ._ q n h g ZZ //2OLr. ms27i7Sa'Js _�szo \ " si AZIP h� �l $41 � U GCYJ' YCP/.=,,,�SG� ti " � ♦ b " Ol g � o Wa as + n t. n • O � \ v " � za�'uc At=/i3tv� a ` � Fsm � TOP Of ////0 - ly 1120 61LY CURB CG'"G.F � y V � = � � °1` H 9' p ZOO' !/C. v � °\b' z \ lu Q " i0 '�S ° . l� ////0 PT. M " A *MV0a " " N ? ° o _//20 PT, NZ a L'aa � nag , ° 8 = `� � `.'gym 8 I k .� TO1�OF FU7UREn�n,, a ` RI s2 v cuza_� ry N " ti N 1L� Par acb' Ile. \ ai = /iiv.sE all? .SUA 'REGEYgT/G3V FULL PROFILE SCALES - TR�OA/S"/T/O.V wycrREL EI/RT/O.V HORQ. 1,40' VERT. 1:1' MEDIAN COINEILINE DATA „�, 3.70sW .WA440 UI 333400 %RN*00 ,3wt6v e.3XAM 337000 3JW46V Vold I R L T U* GRAPHIC SCALE CONSTRUCTION NOTES I N73'14'39'W �- h �� ti' �� o io ao now eo izo so 2 CONST. 0.30' A.C. W/ SEAL COAT OVER 130' A.B. CLASS 2 J 05°3i'35" 1193.0D' 11i80' 55.45' / � % t Ia O K 05•P3'31' 270A7' Z54/' 1Z.71' y� �� ' b �v V CONST, 0.25- A.C. W/ SEAL COAT OVER 0.90' A.B. CLASS 2 L N7Z'17'3Z'W A", 0 � m I �`~' Q V t' 444 b © CONST. CONIC. CURB 8 GUTTER TYPE -A-6- PER CITY 5TD. 175'f0'33' 1.00' 302' 16.77' m NTaYA 1 (g• A a. �, 4 N0. 200 NQ O6'ZO'S5" 1197.00' M2.51' ii.32' 7RAC7 24185-1 el `+ ' : -�/YE �ti k0 ��U aT b � 10 CONST. CONIC. SIDEWALK PER LAND6CAPEARCN'5 PLAN 0 N73'f4'39'W 15.7i ' +O n� U /! SAWCUT AND REMOVE EXIST. PAVEMENT P Oi'01115' 322.60' 33.89' fb.9i' fo N ^I 0 �" CV eg ,F G' 25• ¢ .J�i T ACT 24J 35-2 2 l2 CONST. CONC. SIDEWALK ACCESS RAMP PER c47YSTD NO 402 ® N75'474rw �1 PP R 3E2.50' 2 H'7 f0 ,� N M iK �-4T INSTALL TEMP BARRICADE PER CITY STD NO C904A O5 OTOb'S6' 1203.00' f4940' 7450' It/ Q b9iF 27 _ k� 1DJ PO!� a"RVC. U6NT5(.EEVE �+` `Z O N pp STREET LIGHT 120V, 135W, 22,500 LU. LP5V FER CITY a, ° ti EX/5T1A16 T�'R A.R /59 +� (CV STD. BPO. C9'4i'00" 3a-w 54.OA 2156, u r / �!'! 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Cane late! P ewr (y A/2VCY/A'B 250/6' //" //4Z07 S/2.4V* ZeOWO e- -. '.e - . r w n t LO 96 000 GO H 5LV CURB 25'49'3T 1233.00' S5Q05' 28385 BENCH NARK SCALE SEA' pPOFFSS Designed By Dra+n By Chsoked By Drawing No. e� Y RECONNENDED BY: _ DATE:. W27 CITY OF TEMECUL/� DEPARTMENT OF PUBLIC LIORKS SEE SHEET 1 c j°s DAVID Ner l:antai j y LI-WEN SNEN � Pions Prepared Under Supervision Of / /• = qp• W :q easr4 m L e ACCEPTED BY: al5t+µi/ '�as DATE: J0 ?/v STREET IMPROVEMENT PLANS n 4 4-3/l hl a ( � I..�Lf-VEN HEN ��7 - ( � PRINCIPAL ENGINEER. FOR CITT ENGINEER DAV Date RONALD J. PARKS DE PORTOLA ROAD ' Veruaal � * aNa pp 41 R.C.E No. 44374 Expires 8-30-97 R.O.E No. 19744 Esylrce 9/30/97 STA. 329.00.00 TO STA. R. 241 2 - Sheet 9 of '10 INFRASTRUCTURE - PHASE I TR. <<^4182 - 24186 FULL 6ZA4�EZCV4776KI z f4�P 6Lt0'I/.C. PKtP.6CYJ'b' SUf"LPEZEYgT/aV STA,UOAPo NP/c,OGL .SECTigV 0 e9 +L�.b C L+ 19V OC. e .06 U .9.48+y0A0 4�y-Nw, k' `tq= /42/'. 338*4G2z29 4] 61 = -SOO Cf G, _ -S.OX 64 = . 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STORM DRAIN AND APPURTENANCES TO BE REMOVED n 1 1� (O V L N V z o v s m u I AS REQUIRED PER STORM DRAIN PLANS P 07.18'31" 3M.00' 3827' f9.16' n I I I D M P �' �p � I� CONST. LOCAL DEPRESSION FOR C.B. PER Rlv Go, 5T0, NO 311 0 O ® Ob•58'zz" Pz500' 2738' 13.7/' * 27 III /7.r Iv J ti Q 'g a� I u,� (FOR DETAIL SEE SHEET 3) 5 N63'30'z5•E Z.83' 0 � '•'�-+' ' !+� 4 Z +• ti �� N` �. o '� o p 1T INSTALL TEMP. BARRICADE PER 0TT STD NO. 604A Q f73.0f'3B" f00' 30z' 4-41' Q 4 F p I I �\�O 4 +pppp�} 0 a��p �v � 0 Kl / ^� '� I I ® STREET LIGHT I20Y, 138W, 22,500 L.U. L PS.V- PER CITY 9TD.800 U N 56 31'03"E 219.J7' + I ; N 3,39+ m 0 41 T °R / h ` - QV 060/9'3f" 31t60 3560• f78Z• M IKl I _ % . E INT. DE FORTOLA RD. 1+9t 48. 50 © N50.11-32"E 40.Z4' 2 - _ _ < /// 61 ��jl U R.D. 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T. ....... ................. ....... ... .... .. ............ ....... ............ .... ............... .......... ... ........... . ........ ....... ............. ....... .................. .......... ............ ___J...... ........ .......... J .... .. VERT. 11=4" EL HORIZ, 1" 40' 78 79 80 81 .82 83 84 .85 86 GRAPHIC SCALE M L 0 10 20 30' 40 80 120 160 jV69VAN CUR LINE DA rA .,C ONSTRUCTION.NOTES....... I? L T 43 4 CON W/SEALCOAT OVER 4 25 1 A.B. CLASS-2 5TRUCT OoOg A.C6 7Z*43 ZO 1,001, 3.01 15, 791 OVEsR 0' L11VE MeATEP 601L. RETE CURB & GUTTER TYPE "A-6" PER ST0. NOo ,200 1940 9i9 00055"00 1003.00'* 24-9-47- 01 , /5" 27'25" 82-50,0 29.zod* /f. zo/ 15 PLAN , TE SIDEWALK PER-LANOSOAPE ARCH! N41 30#*1711E /0-59 >_ CONSTRUCT SIDEWALK ACCESS RAMI-�"PER OfFY" 15;�D* iN6.A0Z' ' 0��o -rION �n I ry imo. Ng,�w.4.4 -11V62TALL Go 7 or :3,0040 EN 0 \jq A..*Y 175- 741 87 96 4�11 tq U lasso 1�0 1Xj 7 &jcfEg L%41,il ViFF9e!59,*. 10N FOX C-8. iOE9 C.R. FE9 f?IV,.CO.%qfq. /VO, 31 ze.97" 14.90 6 FOR OETAIL e-qEes bHeErs 2 SCALE 1 11 *404 50' to kis 0 f. �Js z) �,) Q) 50 A. j'j- it $A I I ' d @), 17zO 4z,1 40 '000 omEer iiow/W V f L':9 OTY 697D. 800 60 1 4) -,-z 9.011, /g.70 jg5;y) 90A, 00 lo LA LA P- 6-V 's OD 09,00*08 11 /59700 '1140-720 74 1 .41 11*7ALL iqeDWOOO HMDER (�ZIX 41 J_ �:) ri o % 04, /no/ J0 '46 OT b 41' 20-00 U 19 0 W 190 b J* L 40.51 zz.to /a toe P 4� iz 7?P 0 F.b. (1.414 ------- ............. V1 077.72'* 13 9.zi 0�`54`07 /60700 %a W *07" 0019/' 200 09-151" 14-60 10 10 01 6 09 051 vz, 6 4a ......'s-sassaw--onop ......... a As % 40 /0(90 . 4 '0 P N 0 "pow- A is 41VAW itA fo r I sow kv C7 R0 -------- -------- ------- lot �,5- 7,5r) MEN- 4 & a **a Ir LLJ T G If 0�1 V /060- S. I C 41 ass- a 10 0 G O-A Vas 92. ol sss� IF N do /0 14 _-F.L 40 % b Nev to G \5,5 epee &�FACOWS pl<Wy. 4)6 LA WA 4 M NU 71 V 30 0 53 6 3 o7M1:4; N Z_,IZ,A V4 Y \J V, J JP ,000 a 60' L 0 9(o assas 0(49. - 7.,AVN. X36 11,513 e�o.1"Al 60 0 TE CCt /7 DATE BY [)A N1111111111 G -------- Planning LA Ll KEITH gnul n Sert,*98 aj Q4 INTERNATIONAL 0 R L T 9 coo jNC* o.- (A). 20* 16 ' 29" 1600, 00' Inland Empire Division Irater Posources Dote cWurd &sources Completed (B 18901 06" 15 6 22) 1,0 6, 491 , 22 247 , 65 =00 Caefus Aw., SuUe J00, Morow rdfsV, CA(gog)e53�0234 C) E 17"' 55' 58"' 1638 .00' 512 . 67" 258. 45 SEAL Designed By Drawn By SCALE - F _(D CURR,,- RETURN 9,9'p-5Z' SP-7 35 ,00" 5 5 3 5 5�4 RECOMMENDED B,Yt DATE1. !�EE 6HEE r C I TY . OF TENECULA DEP C - WORKS (E) CURD ;,414TURN 87*2c) 15 ?of 35 .00 0 53a4S1 %33 ile;61 ------ Horizontal- DAVID der S' F 8 9"0 1 1 4 9"' -35 .bo 54. 49" L14EN SHEN U ,,,. �J ACCEPTED BY:.. DATE: STREET IMPROVE ENT PLANS f 40` 00�1 NO, 44074 "1 57 36. 72 EERt FOR V0 J"- RONALD ,Jl,-, PARK8 G 92"4� 24 35 0 56. 65, D DAVID L 1"WW SHEN Ml;,'A� 10"' P"ARKWAY. _(H) 4,. ST,RE�j -30 0 37, '55 1600,00' 101 , 2 0" 50.105 jo v, mums She t INFRASTRUCT 4, R G#E No 44374' 6,--#,�,Osass 97 o 9/30/97 STA -70+92o'70 TO STA' 85+41.97 - URE fwp- 11111 -, PHASEJ "'TR, 24182 4 1: 'PIT to f I j. 133335 Z ro w (J) _ -- 43 1 W r4O xt w w --- v) .J �r o /o r � CAMPANULA WAY CONSTRUCTION RECORD DATE BY I REVISIONS I DATE LCC9d Contraotot Inepeotor Date Completed BENCH MARK !�F�' SHEcr i SCALE S ,A - IF Horizontal. DAVI Ll WEN 09 �= 40 kl . 4 `14 n �/ertioal Exp. 0_� \GALf II d, N� zo' eo y N TRACT NOt 241e Z� fIGUSTq dRjuE 0 O A Designed By Drawn By � Cheoked By Plans Prepared Under Supervision Of pd t a DAV I D L I w WEN SHEN R. C. � No.. 44374- - Ex l pes 6--30-*97 r a J/-"' 102f� KEui ITH INTERNATIONAL 0 Fftnniz.,, 0 1W •�Xrvnrrnai • services INC* Inland Empire D vIslQn or P�.'w�'ork m��u�n•v , LO 96 " 000 co 28B80 6hMw 4vt., S4440 900. Yonrto Yattry, CA (808) 663-0234 RECOh1MENED BY: .,� ,�1�t¢._. DATE t-�TEMECULA� Drawing No . D CITY OF' OF PUBLIC WORKS 133335 A4EDIAN CURVE LIlV�' OATA Nev A �. r. /6 ��' o '� 60.00 0 2� ��-' 13.0�, �o,-3919- Z111 ego. 00 47.60' z4mo k 04 ° ' 4f " 843.06 (o4-.11 ' 32. ro . b 00904#54'' '0.0" 46 4' 99.03' 18 4,17, 40)" 40.O0 ' 28.74' 14.40)' d 14e;09/139`4 , Z.OQ' 5.Q7' 6.41' � 4 I CU/?I/E DATA NO REFERENCE L T 14-97,36 0 9, 60°39158 650.00' 500000 W'LY CU/ZES !3°!2'S!" B/2.00 187. Z7' 9405 .(C)� eLy CU/26 I3°54'57' da 8, 00' ,25.0 7 /08.37 krr6 kAl B6'16`Z2" 35.00' 50-70' 32-79 CUIl� Q.�rl1�N 86° J6 Z2 3�. S2. Z0 32. 9 01�36 k 5rUVI V 94°254-4" _.�5•Gi�' 57.08 3762 WCY CUQ6 38'35'40" 8/2,QO" 64669�O` 28¢31' �$9*f7'4b' 88-81OQ' coo 9.03' 31704! 52+00.4y �GP2k� 0 �U CONSTRUCTION RECORD Contrdotoc Inspootor Date Completed. _ 1 DATE BY BENCH MARK 5EE 5HEE7' 1 M REVISfONS TAACT 24Ja2 IDATEVCC#d CAMPANULA WAY UITH - 0 • jujr ? J'Zlw INC* 0 LL INTERNATIONAL San CM#W A , aW$ ,00, a ram► ca (909) 66,4 SCALE SEA Des iUned By. Dr a wn., By Cheered B .e Korizntol �11'�I Plans Prepared Under Sup v eri s Qn 0f 4 LJOWEN SHE" P P �► vq,Date Vertinui - DAVID LI-WEN SHED! 4 44374 :' -- R. C. E N o E x p i p a s 3C 97 ft zi 0 CONST. 0.30' A.C. W / SEAL COAT OVER I.10' A.D. CLASS 2 3O CONST. 0.25' A.C. W/ SEAL COAT OVER 0.90'A.S, CLASS 2 O CONST, CONC, CURB 8 GUTTER TYPE 1A-6' PER CITY STp. No Z(O /0 CONST. CONC. SIDEWALK PER LAN05CAPE 4RCW6 PLAN /2 CONST. SIDEWALK ACCESS RAMP PER CITY StO. No. 402 Z2 STREer LIGHT 12OV., l35W, 22,300 L.U. L.P5.V. PER CITY 9T0. 800, ts. /5 CONST.10' CONC. CROSS GUTTER PER CO. STD, NOs 209 B 27 INSTALL TEMP. BgRRICADE PER GI.TY STD: No 604A �o 90 - 060 co Drowing No. RECOMMENDED BY: arwDATEi �/�a CITY OF TEMECULA DEPAR MENT OF PlI6LIC WORKS ACCEPTED BYr e��IffAlk� DATES �� q STREET IMPROVEMENT CLANS PRINCIPAL ENGINEE'R� FOR CITY ENGINEER RONpED J, Pa.R�$. CAMPANULA WAY,; 19T44- � 9/30/97 STA, 50r00.00 TO STA. 59+r)o,,()o rt.c.e No. Expires 1NFRASTRU,CTURE,`,'-� �'NASE I 1'R. 241e2 - 24186 Sheet /¢ oP 2 133335 rM F1 f J. d W J Q U L� I COO?E (03 _ b _ 65 A/// X Q N 52 1, 0,0010 6! �j I i_ k y�� EP� �I - 314 &3 3,—/E.P. N a: %j Q Q W� Q ) c� 0C �N A ��-j��--'�u:� /20'- G q � G 2 //48. 5 _ � '2 II � zR/W-� MEDIAN CURVElt.-IlvE OATH 10 EX,�r 6Q^RGP. apt 10 U I 16 CULVEKT NEs10W LL \ � nil I I � � 2q� *NJ � � 5 E MEDIAN DE"fAll V ul �e N �X16T. GO" RC.P. 1� p��OW �ICoI-k � � N N + + Ng A R L low T � r�) �\ �, r � 11j \� �i I� � F 11� � O Q m T � 22" O 03�23'69" 848.06 � 5Q.9f' 2747' Q 1 T S r1 ^1 � � ��1 /\ 1 re4 I t Q� aQ \ � fl 1C 1 Q 02°Z%'09" 893.00' 3/n.58" l8.2%' �I v' � �f 1 �J � JvPvP �pl v (� ky r r .� J _op' a D % �m -. n N11°10'00"E 82.12' 6� � � 3&� � ItEeTrz RL (j ' 44 N + + + 6 Q( or g2 ZZ5.00 Z7.3S M-7! Q �g -�.. a :� �, . Q U � . � . � SUNN Y E Nay I� 30w z•PORTOLA �. � � t m �. Nw'2 0 l�POIVE i7 or 3 8 r. o0 3 0 2 4 m �x �� �• r-- �-- 6� 6� --» . N N > to oCi a� � .. N • 0' 9„ 647• 00' AST G 3G.75' 18• 3e +) ® ' �. o , I �2 q?� 4 1 q/' 4"� � C , CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' CAMPANULA WAY 0 040 0 2 VA; W off, ,s 8506001 � 40 32 Al o to 329 •6V g. 06 C) CO�VE Z?A TA A i.n I r 7)&-kr/-- P--r0A WA.C.7' KEITH �1%U'i�'D:►inai'1#4� INTERNATIONAL INC* JU I WTU Wand Ism fire � vi�aton ; . rotorR.sau s p Rrsauncs =90 V=1W Am. jW1 800. ANri'MI i0ul% CA (09) 8W-OW Controotom I n eP e o t o r Dote Completed BENCH MARK SCALE 6 Ee 6 Hee r Horizontal Vertio41 i 41 rn -moo ail '" u) --1 � v _ lb N t i) + � I I �E 4 N u • `Nt 7MQ0 - f rt`�► CA r O W N r MEDIAN DETAIL." 5. Lo 190 - 0,600,60 SEA Designed By Drawn 8y Chaokad By � � Drawing_No• ���� �.�� RF_COMMENDED BY: � DATE:��� CITY OF TEM E C U LA DEPARTMENT OF PUBLIC WORKS DAVID Plans Prepared Under Supervision Of ',�•-- Ll-WE4 $0�EN S(11 _ I� ACCEPTED EfY � ��'�" DATE: � Z � 7 S�PEET IMPROVEMENT' PLANS 0.074 M G=�� "-'```"' Dote�� � -- � �D _. PRINGIPAl. ENGII�FER. FOR CITY ENGINEERC(•34-�t � CAVID LY-WEN SHEN - f�GiVA1:4. �, PAc�K3 AM�A��,��Q WAY. . STA,59+00*00,10 STA* 60+9'0*74 CN�1. 19�4 �S 9 f 30 /97 � R.C. No. 4437.4 , xp�res 6-30-97 R.C.E No. Exp��-oa T62+36*40 T� STQ. 3haet IS of;�F STQ► 6���6 72 INFRA.SROcTURE - PHASE-1 TR. 24,18.2 - 24186 10 VC P �-+ 5W:0 L= 14 8 1= =-1.7 V r Cfl . w Oo � � • 00 "�' z t� rl C7 r V .-- VC 0 o-- W H4 I v 63-0 r 0 r"UD + . . o Nr E S IN UR AC °r ca � c� ME I A EF C RB I+ J C�'- V o �--•-10 - 0 I 0 62 4 .0 . L 11 .� > 0 N w 9 m ? +- 1-1---� 0%G2- �� � *~ cfl o - g o � c� o PRO 0 ED SU FF A E +' 0° M D I AN LET U + a N 2 �n �i a- -C 00 gOr' T-P c� XIST NG SU F E ER l N CY 0 cn •', • Lr)I N �- 4D R VL �- E I`S �N S RR -ACE + �° ME I A G T- UR a EL 1137 58 °_ . 9-.� 4�, G� Al. O . A w + �PSE SRFC _ PR + ( E I A R GH UR co fi 4 ,6 6 PROFILE HORIZ: 1"=40' VERY: 1 "= 4' 62 63 �� �;� PLAN 1 =40 CONSTRUCTION NOTES QUANTITIES ROAD WAY 1 INSTALL 0.35' AC PAVING WITH SEAL COAT OVER 1.10' C.A.B 2,456 SF LEENA DE PORTOLAh i 1 N I , 1 1 TYPE "D--6" PER CITY OF TEMECULA STD. NO. 204A 459 LF Imo, 2 CONSTRUCT CONCRETE CURB, 1 --A I 6 too I q ! ,. 441 LF ,1 REMOVE EXISTING TYPED CURB 1 1 Q � I � 33 33 � { 1 � '� , , , , � 50d � V 11 , 22 22 Ill 4 SAWCUT, REMOVE, COLDPLANE & OVERLAY EXISTING AC PAVING PER DETAIL HEREON 475 LF 50 T`I ' 381 �� II 38 )> I � � 1 1 R/w r MED I AN L I NE/CURVE DATA TABLE 04 BEAR I N /DELTA RADIUS LENGTH G H TANGENT NOTE � ...�' 64+58.16 EC + + C ---- . ._.. x __... - .._ . ' - EXISTING C&G 65 12.81 BC 65 46.57 E A N11 10 00 w 130.61 TYPE D-6 CURB 64+24.40 BC 46.8 TC; , ' ' �-- TYPE D--6 CURB � _ � PIP � 48.51 TC109-17)TCNTERSECTION NEXISTING CURB INTERSECTION B 180 00 01 5.00 15.71 � CL I �,, 62+34.40 EC 4 1 45.52 TC 1.91 LT 3 4 8.09 LT. JOIN EXIST. �' _- 61+65.72 CL CAMPANULA WAY - 2 PIP 6+53.72 CAMPANULA WAY C N11°10'00"W 190.00' -- TYPE D-6 CURB .� 319+21 43 CL DE PORTOLA � 37.36 TC C 10.0 LT. =94+94.24 SUNNY MEADOWS DRIVE 33.83' 16.93' TYPE D--6 CURB � t r . ,:. D 06 27 40 0 . t - o ,=49+18.26 LEENA WAY 6 -_ .o' 0 6 r 0 TYPE D CURB •k � 55r0 � ggrr �• S i r w w - ..� � 10 00 7 40 B � � 11 N17 3 .w ds➢wPr < 't..� 4 �� N E w Q rn . 2 a � •a --_ N 11 10 00 w 3 w�:= s w r, do 4. am"o ....... .. 300.00 33.83 ' - E F F 06°27 40' 16.93 TYPED 6 CURB Z,�., , . O 2 r- 62+29.39 MOC • - .. ,. .,. D .. .. .. .. �- ....... I Q.,. 37 , 8 TC 3+65.00 EXISTING CURB I � 6 5.0 RTr _ A 4 TC PIP 2 N 42.63 62+34.40 EC r� EXISTING C&G JOIN EXIST. � E �I fi 37.31 TC ...rt......�. w....�w ...._... _�_....._�.. -�.�� , � PIP 100-..M.RT.' _��..���..��r_ _.��.�.-.e._.�. �.w_. _y,_ ........._...._........ ..w. _w.._..n.,..._. n_... _.w ..._.. . ... _v.._._. .: . � .,� � � 10.0 R T . �. _ . _.._..W...._ .. . - I ' a000, .. ... .. w .. �. . .. .. .. . , SAWCUT 1 MIN. .N. I _ �' ._ - - -- -- - DIRECTED & REMOVE EX. PAVEMENT .. .„_. �.. I I 2 MIN. OR AS R/W R/W R/w �' � I 1 8 4 / 0 ' � 54' 54 COLDPLANE EX. PAVEMENT w E � I � � `� � ! CAMPANULA WAY I I , AND APPLY AC OVERLAY w CD I-- Sao 66 4! i w w 1 TO 0.10 MIN. DEPTH d 50I , I rl , , r z Iw 50 33 33 1 I � 12 32 10,10 32 12 1 I-. 1 38 ,-i T-CAP TO �-- Q 38 1 11 22 22 2 MATCH EXISTING If - ,.r.�. ¢ X LL 3 r i� F{' cn W cJ • �.� tSUNNY MEADOWS DR IVE � �, f,�}�;�,�fr.. ��r�,:�,,���;�..:�t g I r f!`f,'!!�'.•Ji �/ ! ��fr� , � K J �--r•• � iF•f ,'q +Ai;•„f, DEPORTOLA�i.i, r EX. PAVEMENT a ROI iii s AD � 0,r - __ a ii iii 1i; �11i==iiL-ii :. iii !(v o a EXIST. RAISED MEDIAN PROTECT IN PLACE Underground Service Alert s�A��. T ��T . I . = 9.0 G7 PLANNING N DESIGN IN CONSTRUCTION 4� VERLAY DETAILD AC SAWCU-T., ----COLD PLANE & SCALE: 1 " W- 40' HOR I Z . NOT TO SCALE CALL TOLL FREE 1" = 4' VERT. 1-800-422-41%33 40�1a COUNTY CENTER DRIVE SUITE 100 40 20 0 40 80 120 r TEMECULA, CALIFORNIA 92591-6022 ►. CONSULTING 951.676.8042 FAX 951.676.7240 www.RBl=.cam LD /2 c6e eo �. SCALE: 1 "=40' LDS if AN +it r TWO wORL DAYS BEFORE YOU DIG Drawing o. :,- DESIGNED BY DRAWN BY CHECKED BY { � t; O DATE BY REVISIONS DATE APP D BENCHMARK SCALE �,OF ESS/p RECOMMENDED BY: � -) DATE:CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS CQNSTRUC�1~..N RECORD d N9 TB TB TB 4. C.13 f 7�6�11 RBF SHEET 15A ADDED FOR MEDIAN I AN %� i � mks ¢' is Plans Prepare Under The Supervision 0f HORIZONTAL V p 4-- DATE: L % a� STREET IMPROVEMENT PLANS Contractor .., REVISION ON CAMPANULA WAY. ACCEPTED BY. %ff him w No.69069 r i � REG TLER dWN CAMPANULAAS SHa Date _.,. • DIRE OR OF PUBLIC WORKS /CITY ENGINEER Inspector c t or _._. °fir "' THOM C . BURNS I DE _ R.C.E.47109 �� � STA,62+36.40 TO STA.65+96.72 p,...:...........Af� VERTICAL �- � _. di' CI V 1\- '�INFRASRUCTU.RE-.. .,,�a+989:•�4o PHASE 1 TR 24182 24186SHEE I GA F 69069 �� ip o 0�R.C.E. No., Date Completed AS SHOWN F CA�-1 Us; DO Q z Q U// W w w 0 J a a z 0 a Q 00 0 Ln a a_ I GRAPHIC SCALE CQNSTRucnON MOTES - I o io zo ao no eo izo iso O CONST. O,ZS" A.C. W /SEAL COAT OVER 0.901 A.S., CLASS 2 .00 3OF OF Jill \0 A tie SOTO 7-1,3 s.10 `2O. 0 401 y, �ZoV.o� �3 Av Ar CURVE DATA NO REFERENCE p R L T Cp, STREET Y/P 04"30 9/5.00 djc5.. 96 & Z/2.79` B N'LYCURB 410 04' 30' 937.00 G7l.73' 35.1,03' C 5It. VCUR B 405i '//"" &93.00 '6"a6"ZI/ .33Z.Z 0 i CONSTRUCTION RECORD Cont aot 01, 40 Zf SUNNY DATE BY 7�3 ,.11iiiiilllllllllllil Jim, . . . I I I . . . I I I I tA 10 \ r' _j MEADOWS DRIVE Cf REVISIONS IDATE IACC' !qqbJ 6� CONST, CONC, CURS AND GUTTER TYPE 'A-6' PER, CITY &TD* N6.200 10 CONST. CONC. SIDEWALK PER LANDSCAPE AR0H.'9 PLAN 21 STREET UGNT 120V, 55W, 8,000 L•U6 LP.S.�'#- pap" RIV'cos 57D. WOO KEITH �Z. �'A �' �" Inepeotor INTERNATIONAL . � ` R je8 Date INC. rotor .. ... Comp 1 o t e d Inland Empire Division BENCH MARK 5EE 5HE'ET' SCALE Horizontal 4 ' Vert''lool /I/ ? 4' �_ 4eeo cam. ,t,»., sww eoo. ,wmm v a.% CA faoaJ ess-osu 9 da " Q0 co SEA o�,�p����t�QN�t Designed By Drawn By Checked By �� � ? g CITY OF TEMECULARECOMMENDED BY: DATE: Drmom ow3ng No..� OF PURL � C WORKS a, ��v�� s� Plans Prepared Under Supervision Of / .. CO 15nhN ACCEPTED. BY:_ DATE r � z7,STREET 1UPROVEMENT' PLANS. w W' ,4343ur1.�4 C�AL �FOR CITY ENGINEER Dote FZINE3 FA�1PKsDAVTD LI-WEN SHEN SUN YME5AD:OWS DRIVE 9 R.C.E No. 44374 6-30y97 1�744 9'/30/97 ..:.. SSA. 7444,04-TO,8TA* 78�00.00 Ex �re� R.o.� No. �xp�re��- lNFRAS�"RUCTUNe'llillPHAs� I TR.24182 � �2�186� � PSheet of�'�. µ..EMU J'' CURVE DATA NO. R61;r67R6,VC6 A R L T C', STREET 5002/29"' 9/0-00' 90000 4�o-171 0133) E IbY cuz5 8013'23" 937-00' /3448 G735 C W'L'/RE3 cU 7°54'00 B��.G17' 123./3 ral.�o!o' E'LYGURP 3404,9Zt-" 9,57-00' 60946' Z93-' (E)8 W'&Y CURB 41051 "06 093-00" 050200' 341-47 1 T) CURD .P7 8700/'/5 Z500" 37-07' 23.73' (G—> CURB RT. 6700/'/5" 05-00" 37-97 25-73' CURB RT 930/8'00" 25.00' 4-0-7-/' 20.48' (1) CuAZa RT. 93018' 08' 11Z16, 00' 4-0-711 -?G.48' (cl) CURO .e'T 03`07'36` 25.00' 36.27' 22-1/7' (k) CURO 2T 9V /!13 25 00 1 40.25 ' 25 98 , L E'LY CURB 102213611. 937.00' Z *02.4 9 //. 24' 0) o W TU 5[Nrol, 517E 92° 57' 17" Zo . CO' SZ. 45' Z/. 06 ' �I OINI To WtOG 517E 9Z' 5F9' 48" W. CO' 45 1 Z/ 06 ' w —(D1 4) F J c m SUNNY MEADOWS DRIVE 71) 25 coRe/E 5 7-RE1gT 'fRA�T 24186-3 BENCH MARK 5EE 5/-lE'ET" I CONSTRUCTION RECORD DATE BY Contraotor 12 CONST. SIDEWALK ACCESS RAMP PER CITY STD, NO* 4'd2' U/5 CONST. 10'CAOSS GUT7*ER Peg CITY &TO. NO. 2oo g 2Q CONST. TEMP. BARRICADE PER CITY STD. NO* 004A 21 STREET LIGHT iZOV, 55W, 8,IX07 L.U. L.P. S.V. PER r?)v. co - 90TO, 1000 _��sx 83 of nL (V 0-00� S 21 \\T x ,8'b 0 x � /2 , ��,00a � ti�j� REVISIONS DATE CC' AOVW VZVEWAI 09N(Ne-r ` 9� M �� • • �!8CIO47 ; /0 0 vX1,10 ow A A ti• �.�53 E Y PRI .� �� , opt . %���v10U� 0161aa-$e 4�- Gxl-4rAN :. two cr��e rr�,e boy sT�• 89� Q ICI r� 8� f 7.A 8 ? h 't A. -v/ UITH O G2oTECT EX/5T SCE URIiGT ilii�yE !/i!L/GT TO T. G. F. � Inepaotor /YIEO/AN ANO RE/�C,9CE Ca/l-2 fir/Ty q �y�F�G �v��, 4 INTERNATIONAL Date -. — R.C'M4f/E ANO O/yOO� Of EXIST RC��lA//N(r !(/>fLL INC* �or� Completed. Ialand Bmpire Diviaioa SCALE Horizontal V�rir�dl� 41 19 000 co �J .eaoo cw"4,w.. swia aoo. Ar"w ram► a (00) oea-04" SEALDesigned By Drown By Cheoked By , ��FS���'�' RECOMMENDED 8Y: i DATE r � � 9 r" Dr o w i n g. No . � CITY O� TcME�CUI_A DEPARTMENT OF PUBLIC WORKS �tv �AyI ft �� Pldns Prepared Under Supervision Of � 5 � ` � � ACCEPTED BY DATE t �. '`�REE�' IMPROVEMENT PLANS w t�U.4�7+1 m '; �dta PRINCIPAL ENGINEER. FOR CITY ENGINE R DAVID LI=WEN SHEi�! � RONALD J. PARKS Su,NNY'm E DOWS DRIVE R.C�.E No. a`��74 Ex �irras 6-30-97 R..0 E No. 19744 � 9/30/0I 1 STAO78+'N'0.0,00''TO STA. e7+00.00 �' p �xp`"°g INFR�AS�'I�U�TlJ�� - "PHASE I TR. 24182 — Z4'-86 5t,eet i7 a�2'� , 133335 0000 L S F 2 1 � c Z N Ar- w2 0 N ra Z CURVE DATA -1 0. REF&CCA/C571 A I R I L T A ¢ STREET 38 0 32' 45" 9/5. 00 015. 57 3/ 1.94 B 5'LYCU2B 38032'45" ,937.Q0' 6.a30 37' 327764' c ,V'L CUeO 38032'45"8'�)3.00' 600. 7? 31-2. ?5-' I(P) CUk"D RT 90000.00' 3500' 54 98' 35.00' CUQB 2T 90'00.00" 35-001 S �8' 35.00' CONSTRUCTION RECORD Controoto BENCH MARK 5EE SHEET' l SUNNY MEADOWS DRIVE mm DATE BY SCALE Horizontol 40' Vertiodl, 1 to Y 4 , REVISIONS DATEIACC' 41 12P JgP12 40 INOY h , a A KEITH INTERNATIONAL jhm %Ww as 17" 8 INC. .. .: ��`w ,an Inland $mpire. Diviaioa : ter SEAL • — Designed By Drawn By Cheoked By MONSOON M Plans repared Under Supervision Of DAV10 P P Ll,,*WE N SIHSN° W W. ��; '� Date rp-30,11 DAV x D !. x WEN SHEN I. R.C.E No. 44374 Exp4res 6-30-97 672 RECOMMENDED BY.= UW00I owlDATEx g 7 ACCEPTED BY-- DATE: PRINCIPAL ENa 1 NEAR, . ROR CITY ENGINEER RONAPARKS R.C.E No, 19744 Expires 9/30/97 I SCALE: l" 40' � NOTE CONTRACTOR To VERIFY ELEVATIONS AND WCATtONS 1N FI CL 0 P/ZI O/Z TO JoINtrvG cxiSrING FACILITIES IN T14 C- FIELD. LD °J6 ___ O00 GO ................. Drawing No. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS sT REF,.,T- -IMPROVEMENT PLANS SUNNY. MEADOWS- DRIVE STA. 8'?+00.00-,s INNY MEADOWS DR. T 'STAr, 49 +00 OOGEOLEENA WAY INFRASTRUCTURE — PHASE I TR: 24182 - 24186' CURVE DATA 10. REFE5CAIC6 46 R L T CL STREET 2f)0021�3D" 900.00 4G4.08' 237.32 d N'Ly CURB 29 °32'59" 922. O' 75-40 ' 243./2' C S'LY g::URa [?_*0%5z13!D1fj&76-00` 452. 7%3 " 23/.52' CON5TRIJCTION RECORD 7 DATE BY REVISIONS Controotoc _ Inapeotor Date Completed T A A CT P4131 MtAUVWS PARKWAY � I II � io ' 50' � 50 N � �r 35 � 045/ j�-- Spa h � m oe MEADows PAKN""' TRACT 2413b DATE CC' q BENCH t1ARK 5EE SHEET' 1 SCALE Horizontal 1 11 . 40, iY Vertio- 41. TF? A G T 241a6--a1 LEENA WAY UITH Ram"" �� INTERNATIONAL INC.�� W=d Empire, Dividou ctaww A -a -wow eao cam. Ave, St" NA, Arw rsu09 ci (0ov) 11A -o&W �r.3• SEAL vona t I? Desi ned B g Drawn B y Crooked By DAVID �� P1 LIWEN 8HVIN Plans p de d Pre dre Under Supervision Of A0. 44374 Date w -= DAV I D , L I WEN SH -R.C.E No0,.44374 E *fires 6'30-97 O6 CONST, CONC, CURS AND GUTTER TYPEA,-G'PER Ci7YSTD. No,, 200 10 CONST. CONC. SIDEWALK (W=6) PER PEI? LANq56APE ARC14,'.%9 PLAN I . 2f 6TREET LIONT 190V; 55W) @,OW L.U. L.P5.V. PER RIV, p0. 570. 1000 4 4O, LD 6) 6 - 060 CO RECOMMENDED 6Ys.���iye DATES. Drawlny No. CITY OF TEMECULA DEPARTMENT OF,PUBLIC WORKS ACCEPTED,BYr ��0� DATES d'_LY7 BTREET IMPROVEMENT PLANS PRINCIPAL ENOINEERt FOR CITY ENGINEER LE,,:oNA., WAY ROfIA4D, J..,PgRK3 R. C.E Vo. 19744 ExoirBe siaoisz STq, 2$s81,66 TO STA. 3.1+00900 INFRASTRUCTURE - PHASE I,TR. 24182 - 24186 v 133335 � 1 CURVE OATH NO. REFERENCE 0 TI Irt L T STREET 24 4Z'2/" �JGl7. W 388.0g' /97 /O" (E�) A/'LV CUR0 /5°3D'34" 022.00 051. 09 /2G.79' //8 /3' (c) 5'LY CURB /50 /9 34" 876.GY� 23�.P�G' V CURB RT. 8G°58' ZS' 25.GY�' 37. 95' 23.7/' CURD RT. B0'58'24 Z500' 37, �J 5 23.7/' 2G.5/' (F) CURB RT. 9902/'37" 25Gb 40.7¢' Cn CURB RT. 99`2/'37" 25.00' 40.7a� 26.5/' (H) AJILY CURB 2"69'3G" 922.00' 40./7/ 24.09' (1) 5'LY LURP V'39',75" 578.00' 4-0 .7(V� 20-361 J N' LY CURO 5049' 23" 076-00' 99.40 49-74' K 9'LV cu,4FO 5°4923' /022.00' /03.67 51-0-61 L Q, STREET 5040, 23" /00 /0/.63' 50.00' GRAPHIC SCALE 0 10 20 30 40 80 120 160 Q)T A A C T 2 4 13 Z� � \Y�03.6ti L000 v00 �� A A.PG-ro CONSTRUCTION RECORD DATE BY REVISIONS -Contraotor. Inspeotor Date Completed BENCH MARK SCALE S�A,Pon SEE SHEET Horizontal � L1ANI�C1 .1 W LI-TIEN40 +� SH Na. M1374 va r t i o a l_41 T - rq A C T le I Jr'-- Z. el I CCKI A DATEIACC' O m o � to � + N M o QZ 9� �t/52%SOO"cv �w� �v � J �i� fn w Y KEITH 0 INTERNATIONAL., '0 0 z4a INC.M� ,► Inland SmDirp . Diviaioa ,eseao cOtw as+..* 00eq soo. MW.�. r.a.W, CA AVi) aQs-o;st Designed By Drawn By Cheoked By Plans Prepared Under Supervision Of Date� s, DAVID LI-WEN SHEN• R.C.E No. 44374 Explras 6-30-97 CONSTRUCTION NOTES 3Q CONST, 0.25' A.C. W/SEAL COAT OVER 0.90' A.B., CLASS 2 (6)CONST, CONC, CURB AND GUTTER TYPE 'A-8' PER CITY STp, No 200 10 CONST. CONC, SIDEWALK -PER, LANDSCAPE ARCKIS PLAN, I� CONST, SIpEWALK ACCESS RAMP PER CITY STD. 407_ 15 QONST. 100 CONC. CROSS GUTTER PER CO. S'1'p. N0. 2096 201 CONST. TEMP. 13ARRICADE PER, CITY OTD., NO. 004A 21 STREET L10Hr f20 V, 55 1q, OPGOO L.U. L.P.5.y, FER RIV. CO. 5,TD-1 1000 L 0 000 00 RECOMMENDED BY���_}v�`LG�tiit E3 26 9 Drowing No. �__ DATE- G �'TY OF TEMECULA . DEPARTMENT OF PUBLIC WORffS' nccePrEo er,_ cDAYEfSTREET IMPROVEMENT PLANS PRINCIPAL ENGINEER. FOR CITY ENGINEER RtlNA4R J. PARKS,L 'ENA WAY R.C.E No. �9744 _ Expires 9/30/97 STA. 31+(QO,Q0 TO STA. 39+00#00 Sheaf goof4'$ INFRASTRUCTURE - PHASE 1- TR. 24182 - 24166 r 133335 I oRnaHw scnLe CONSTRUCTION NOTES / o io 20 30 ao eo 120 160 \ n ('(7NST n 7.5' A (: W /SFAI (:nAT (1VFR n 90' & R.. (:I ASS 7 �O OO/ O.11P of \X�� TR4 cT SCALE 1 = 40 I CURVE DATA NO. REFERENCE 4 R L T I (A)� STREET 43005 ' 38 1004.40' 702. l3 � 394.8r' P� �tl'Ly GUfFv� 27° Z01' 32 978.0�0' 469. 271 239.24 G 5'L Y CURB 340 43 06 /OZZOO' 619. 28 319•48 D GC1R� T. 870 15' aC' 25.00' .�8.08 23.837 E G �'S l�T. a-7015'4G 25.00 38.08 23.83, CF) I GCIl;�'E3 RT. 930 04 ZI" 25.00' 40-55 26•35' (C-a> CUR8 RT 3 9 ' 00' 27" 25 - 00' 4-0. 504# 2G • 35' H 5'C.Y GURB 2° 04"05"1 1022. 51.75' 25.88 '; Q N'LY CUk'E3 �° 5' fa,," 975.00a" IG3. �i4 2.01.' CONSTRUCTION RECORD DATE BY Contraatot Inspeotor Dote Completed BENCH MARK 5EE SHEET 1 L E E N A REVISIONS SEA - V� i SCALE� *�,�• Horizontal r DAME k 14N WEN . � rn 1 .7 40 r Vertioal 4 cF1� WAY DATEIACC' KEITH INTERNATIONAL Inland Empire Division • � ���,� • a�''nv�rvnriwntr�t Q� �wsINC k� �u as &eso cadw ' fit*, sue. 900, M*r"w YWUy. cd (909) e63--0234 Designed By Drawn By I Cheokad By 1 Plans Prepared Under Supervision Of b a Date('/A DAV I D Clee-idt-NSwHEN R.C.E No. 44.374 Expires 6--30-97 T rqA -C, T 2 41 �6� 4 & 0 1 * 0 #$1 O6 CONST, CONC, CURB AND GUTTER TYPE 'A-6' PER CIiYSTD. No 200 CONST, CONC, SIDEWALK PER LANDSCAPE ARCH.'6 PLAN 12 CONST, SIDEWALK ACCESS RAMP PER ciri srD. No.4o2 N Z N �g CONST. 101 CONC. CROSS GUTTER PER STD. 209 13 m7 GONSi. TEMP. BARRICADE PER G)TY STD. NO. 004A I S N � ZO TREET LIGNT ULPS.V. lZO V, 55W, S,000 L.. . PER RIV. Co.b1D. f000, 0 ago* 00 0 I I I I I I I I I I I'll 1—eeeee`� 0 0 `O � O%'N - III` 9(a - 000 GO Drawing No. RECOMMENDED BYE �A/!I DATE���z CITY OF TEMFCULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BYE v�^-'^� cw� DATESTREET IMPROVEMENT PLANS PRINCIPAL ENGINEER. FOR CITY ENGINE R AIL�l�ENQ ` WHY ROND J. PARKS R.C.E No. 19744 Expires 9i30i97 STA. 39-000eoo TO STA.48+OOoOO INFRASTRUCTURE - PH SE 1 TRo 24182 - 24186 BARR/CAbE W/TN 7'YP�5 N MARKER CN-0 13 o 204 � WSCL) GA �lAy ' . 32 �r01.53 N M� DOWN Pxwr 143 QZ 40o BARRICADE WITH. W 57 38 0 TYPE N MARKER 31+00 900 PA ne ' If1 . III I� . o llir� r4 ZA &Wy►, Underground Service Alert �cAa rgio r� Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed R R97_'gL .- 0 6QLl,9 FUTURE STREET .TEMP. BARR/CgDE W1 T'yyE /V -/ MARKER k W -.3> 3O 50 - 4'"90L/0 WHITE R � 200 ' 13 R97-B� Z 4 2 5 R NHL � dQ! 4 �O 2 ¢ 7R 37 � i3 8 5 �0'PARABOU� DO `:/ R97-BL FLARE l20' 120' WON- R • TaP0R_ STo�AGE CAMPANULA WAY • y�v 0 0 SIGNAGE, STIK NG LEGEND 1 CENTERLINE . 4 54t.10 P0(jkX6 YELLOW pEEP. QALrRAN,&..�;7 O 29, (61 REPL ECT0900 2 MEDIAN ISLAND - 4" DBL YELLOW PER CALTRANS STD, A20 DET. 20 W i Tu RE FLOC T0,RS Cr YR � 3 LANELINE - 4" SOLID WHITE LANELINE - 4" WHITE SKIP PER CALTRANS STD. A 20 DET. 11 BIKE LANE �- 6" SOLID WHITE PER CALTRANS STD, A20 DET. 39 BIKE LINE INTERSECTION - 6" WHITE SKIP PER CALTRANS STIR. Ago DET 39A 7 LEFT TURN ARROW PER CALTRANS STD. A24 TYPE IV 8 CHANNELIZING LINE - 8" WHITE PER CALTRANS STD. Ago DET. 38 9 "BIKE LANE" PAVEMENT MARKING & BIKE LANE ARROW PER CALTRANS TRAFFIC MANUAL FIG. 6.41 I o "STOP" PAVEMENT MARKIND & LIMIT LINE 11 Rt("HrTURN ARROW PER CAL ►NS 5Ta 1 CROSSWALK - 12" WHITE 13 INSTALL TRAFFIC SIGN PER CALTRANS STD. R1 = STOP R2(45) : SPEED LWIT W 57 -o MINGLE HEAD AK RO W R7 = KEEP RIGHT R2(55) SPEED LIMIT W 5 C.L7 .1 cU RVE 5i CAN (Owg5i z E . 48'). R97-BL = NO PARKING/BIKE LANE W31 = END OF ROAD W (o ( lb)a AE?VlbOKY 5PEED PLATE W 17 = STOP AHEAD L-1 = GUIDE MARKER (YELLOW) 14 INSTALL STREET MARKER PER CITY STD. 403, 404 & 405 15 "STOP AHEAD" PAVEMENT MARKING PER CALTRANS STD. A24 KEITH • a{"�„ INTERNATIONAL&nde= • �riL�YOfVR'L�fi1tQ� INC =M11=11y Inland Empire Division la f �"s sze90 Cetus 1vc, suit* 300, Jfmiw vau.v, CA (909) 653 0234 REVISIONS DATE CC' jA7 4-�4+0OF SO • �P9,,� . to J 11 48+pp 49+00 50+00 :V �I 67TA. 47 vp 75. 96 -� CAMRAA1U1A WA Y AvGU�rA t��/ v� 50%P��BOL DS� 464 � � M 5 , hi `'t 150L/,9 f�/T� 200� 00.0 CAMPANULA WAY BENCH MARK --` Designed n e d By. Drawn B Checked B SCALE8. A. 1W P. 4. W. b. 9 Y Y SEE SHEET 1 Horizontal Plans Prepared Under Supervision Of NO. C45920 EX�. 1231 Date /zr i Vertical GEORG A. Y C V, . . �..� 12/31/98 ,r 45920 R. No. Expires to rq.97-,8L. 'roP V 113 A VO LA WAY 3 6 1 0 D iqy !3 %5 f20' 6TORA E GENERAL NOTES (to be included on all plans): I. All' traffic control devices must conform with the latest edition of CALTRANS Traffic Manual of traffic pontrol devices for construction and maintenance work zones, and the standard specifications for Public Works construction. 2. The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3. All traffic control devices shall be removed from view when not in use. 4. Add general notes (attached). 5.. No striping, signing or pavement legends may be done prior to Meld inspection and approval by the inspector. d. All pavement markings and sign locations must be inspected and approved before striping begins. Match striping shall be deternzlned by the inspector. 7. All R.I's and warning signs shall use hi -intensity grade reflective sheeting and shall be minimum 30" X30" . other regulatory or guide signs may be engineering grade reflective sheeting. S. Unless otherwise stated, all striping will begin and terminate at center delta of the curb return or' the back of the crosswalk or stop bar. 9. All RI's will be located 2 feet behind curb at the B.C.R. or as specified per plan. 10. stop Bars Will be located at the prolongation of the center delta of the curt return or behind the wheelchair access ramps or as specified per plan. 11. The stop legend shall be 8 feet behind the stop bar, directional arrows, if required, shall also be 8 feet behind stop bar or 8 feet behind the stop legends. 12. All pavement striping markings shall conform to the CALTRANS Standard Plans: A20-A through A24-D. 13. Street name signs shall be installed at all intersections and may be installed above the R 1's or as specified per plan. 14. All sign post material shall be "TELESPAR QW1K-PUNCH sign post" or approved equal with repectitve 30 inch or 36 inch anchor assembly. 15. All pavement striping and legends installed using traffic lane xnarking paint must be installed per the CALTRANS Standard Specification Manual Section 84.3. ld. All painted pavement striping and legends shall be double coated in not less than 7 days, but no more than 14 days from date of initial installation. 17, All pavement legends, limit lines, crosswalks, and arrows shall be thermo plastic unless otherwise approved by the Department of Public Works, A OAP �E POR��m OL 9 3 no� d� / A� 2 /3 ot.1p R� yp-wNirle LI P BEN a SAY o 0 k Q y0�19 Wff11� RI3 60.,a 13 '1j y rn 1 OLJ9 0 12 .10 � �a 13 '9 67A, &&P ,67. 72 -u CA/I ?R.QNU&4 WA Y SrA. OY¢ �- 9¢.9 N 6vN1VY NffA120W512g. 6V . ¢9f 18. 24 1EeNA WA Y R� � o `Dial k 200 hUNNY 0010 p(c. SPECIFIC NOTES (include if applicable), 1. Work hours to be restricted to 8:30 a.m. to 3:30 p.m. unless approved otherwise. 2. Trenches must be back filled or plated during non -working hours. 3. Pedestrian controls will be provided as shown. 4. Temporary "Nib PARKING" signs will be posted 24 hours prior to commencing work. 5. Access will be maintained to all driveways or other arrangements made. 6. Traffic signal loop detectors will be replaced by the contractor within 72 hours, if accidentally damaged. 70 Striping will be replaced by the contractor within 24 hours, if removed or damaged (or replaced with temporary tape). 8. All Workers shall be equipped with an orange vest (or a reflective vest at night). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 9. Work that disturbs normal traffic signal operations shall be coordinated with the City of Temecula Traffic Division 48 hours prior to beginning construction. 10. All traffic control devices must be maintained 24 hours per day, 7 days per week by the contractor. LO 9co - oCoo C 0 RECOMMENDED BY: GATE: ._L9196117 CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No. �/ %2 STREET-,IMPROVEMENTIPLANS ACCEPTED BY: _. DATE: R NAl,D J. PARKS /�^VPRINCIPAL ENGINEER, FOFi CITY ENGINEER S16 Nl�1,E AND, STRIPINGPLAN 19744 9/30/97 MEADOWS PARKWAY $ CAMPANULA WAY R.r,.E rvo. Expires INFRA$T�iUGTUR�' , PHASE I TRo 24182 - 24186 sheet Ego f 2 ..� *P100* Striping Plan Sht 1 1.0 - 44 [09 2401 PF: 307642 5001 05-Jun-96 04: 17 PM / 30764-9999 C Underground Service Alert Call: TOLL FREE 11-800 4622-41133 WO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD Contractor - _ _-_ Inspector Date Completed DATE BY KEITH :z,►� INTERNATIONAL •_ . �,� INC. =MV=n Inland Empire Division �f� �„�,,,'e, LU90 Cwho dvc, SuUe 300, Yorem VWUV4, CA (909) 663-0234 REVISIONS I DATE IACC ' 0 BENCH MARK SEE SHEET 1 DE PORrOLA ROAO lei SCALE 5 ��'p1.PN<1 Hori Zontal W � T too too � >NO. C45920 �c Exu123198 Vertical T� �fC/ V 01. �jF OF DE PORTOLA ROA 0 Designed By Drawn By Checked By D.G.fN. /?.A- A4. D. I. W. b. _Plans repared Under Supervision Of Date 9� GEORGE . L F S R. C. E No. 45920 Expires 12/31/98 bm . o45 -P 48. 50 41 vE pono A im 5r4. Z3f V.06 -v Ourr�RFIEZV 6rAO5 D . SIGNAGE &STRIPING LEGEND 1 CENTERLINE - 4" SKIP YELLOW PER CALTRANS STD. A20 DET, 5 2 MEDIAN ISLAND - 4" DBL YELLOW PER CALTRANS STD. A20 DET. 2 9 W11ZFLECTOR6 3 LANELINE - 4" SOLID WHITE 4 LANELINE - 4" WHITE SKIP PER CALTRANS STD, A 20 DET. 1 l BIKE LANE - 6" SOLID WHITE PER CALTRANS STD. A20 DET. 39 6 BIKE LINE INTERSECTION - 6" WHITE SKIP PER CALTRANS STD. A20 DET 39A 7 LEFT TURN ARROW PER CALTRANS STD. A24 TYPE IV 8 CHANNELIZING LINE - 8" WHITE PER CALTRANS STD. A20 DET. 38 9 "BIKE LANE" PAVEMENT MARKING & BIKE LANE ARROW PER CALTRANS TRAFFIC MANUAL FIG. 6-41 10 "STOP" PAVEMENT MARKINO & LIMIT LINE 11 12 CROSSWALK - 12" WHITE 13 INSTALL TRAFFIC SIGN PER CALTRANS STD. PLAN A-74A R1 = STOP R2(45) = SPEED LIMIT R7 = KEEP RIGHT R2(55) = SPEED LIMIT R97-BL = NO PARKING /BIKE LANE W31 = END OF ROAD W17 = STOP AHEAD L-1 = GUIDE MARKER (YELLOW) a14INSTALL STREET R PER CITY STD. 403, 404 & 405 "STOP AHEAD" PAVEMENT MARKING PER CALTRANS STD. A24 AMA \S pecI Fi CATI ON-s LO %(0 -- 0C90 GD _ /�_ DATE: 8L�97'F Drawing No . RECOMMENDED BY: CITY O F T M E C U L A DEPARTMENT OF PUBLIC WORKS ACCEPTED BY:—."!,� � DATE: STREET IMPROVEMENT PLANS PAKS PRINCIPAL. ENGiN ER, FOR CITY ENGINEER SIGNAGE AND STRIPING PLAN R.c.E No. 197�`Expires 9/30/97 DE PORTOLA ROAD INFRASTRUCTURE,-* PHASE I TR* 24102 - 2410ro sheet 23of �� *P100* Stiping Plan Sht 2 1,0 — 44[0,240]PF: 307642 5002 05—Jun-96 04:22 PM / 30764-9999 i 9 �l low I��NNmio= IMI mu=21111MIMEM111 d. l�. I�.��rri����l•i' ��t�ll 101M I rmLrwj t mmMq' 1� �i 1 W J LRW � tam ..1•� : 71 I I �7 r- -,U �Nm 1'ir,. LI■�il� �T�II■■■��1a71 r.r. rr�� a,��a iRho Am i �MEN IC+i m I���+r1f��i• • �s a Ili �IIL�wJ�,. 11 I YAM AR • • • F� Lj MLw mmmmmN=m=m rA i AL: QRQFESS/ Designed By Civil Idr George A. Lenf estey No.46920 'v Exp.12-31-98 cGERAN. �F 45920 OF CA, R.C.E No. I s • DATE: _ HATE• � 0 • �lr.�hr 1_a��la�� i• r r•i_� Slab:�r��ll■IIIIL111 � _� ia�■I�lr1I1 =�■■I�r■�■rl_II�■Ilr a�� I�rM■■■I� ME S ► �'.,ar►'-.�■ �lrlm■■r tltcd�lll■Il�lr MEOW MIMIMIMI r Lim ■.a■■.■..■■■ill. r—� �.� _(HULA STREET IV PARKWAY ST) k WAY STA k WAY STD INFRASTR ro.�r s DIAN PHC 78+90.00 TC - ------- - --- . . . . . . . . . . . . . l� skim lUm 11110 MIL� r V,-! 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ENFE EY R.C.E No, 45920 Expires 12/31 /98 do RECOMMENDED BY: �%'4 A'�G,t .L- DATE: r�� z. ACCEPTED BY: �'�'--� DATE: �z RONALD J. PARKS PRINCIPAL ENGINEER, FOR CITY ENGINEER R.C.E No. 19744 _ Expires 9�30/97 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS STREET MEDIAN PROFILES E PORTOLA ROAD STA. 338+75.00 TO STA. 345+48,5 INFRASTRUCTURE — PHASE TRACT 24182 — 24186 Drawing No. sheet28 at 28 Ce-: [AJJP-0 M6� l_0 :0e :C1 0; bf1vJ Paid V0uu91W\9MO\000' b9V