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HomeMy WebLinkAboutParcel Map 29431 Street ImprovementGENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 694-6411 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA'S STANDARD NOS. 403-405. 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY IF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS & DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS, USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL" FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) 9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. PRIME COAT REQUIRED PRIOR TO PA'7ING ALL GRADE IN EXCESS OF TEN PERCENT, 11. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 12. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL. LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. 14. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. 15. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ye m �=1:1-0 WKS)R I I'12AXIm— 001 y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED 1-0 TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. ►•irr:�s�rai CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG_ CONSTRUCTION RECORD I DATE I BY Contractor Inspector Date Completed Robert Bein, William Frost & As: PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 27555 YNEZ RX, STE. 400.MCCIA A CA. 92591 (909) 676-8042 , FAX (909) 676-7240 REVISIONS (DATE APN 950-070-005 S�E ET 3 z�L_ 950-0 0-006 1 �'1yJ DE f 29431 BENCH MARK es COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 FROM INTERSECTION MAIN AND FRONT STREET IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT. D BENCHMARK SCALE HORIZONTAL AS SHOWN VERTICAL N/A TRAclT 2413 r� 2 r � FISTING PARK 4 8 SCALE: 1" = 200' TRACT 2% 134 -11 1 I" 1r1 L 1 24 133 1n2mal lc CENTERLINE — q RIGHT -OF --WAY — — — — — R/W TOP OF CURB TC FLOW LINE — FL FINISHED GRADE FG GRADE BREAK GB TYPICAL-- TYP. ASPHALTIC CONCRETE A.C. CONSTRUCTION NOTE NUMBER PROJECT BOUNDARY EXIST. STORM DRAIN =_ 36" RCP PROPOSED STORM DRAIN — _ 18 RCP - EXISTING SEWER LINE Ex.a"swR .e EXISTING WATER LINE __ Ex_18"WrR PROPOSED 4" PVC SLEEVES STREET LIGHT 0— 0 BARRICADE — -+- STREET SIGN — STOP SIGN i CURB INLET — o� LOCAL DEPRESSION -- CONSTRUCTION NOTES REMOVE EXISTING A.C. Q2 CONSTRUCT A.C. W/SEAL COAT OVER AGGREGATE BASE (CRUSHED) CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD 200 �4 CONSTRUCT TYPE "D-8" CURB (8" C.F.) PER CITY OF TEMECULA STD 204 CONSTRUCT CONCRETE SIDEWALK (6' PER PLAN) PER CITY OF TEMECULA STD 401 � S ViA�p 1� E �j�'E�. OF ® y— 6 CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 p � j t�ppSAa�a��'`',Q�G'P f1''�%�� �7 CONSTRUCT 10' CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD 210, 211 e707C47945 O l��lv® INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD 403-405 * EXP. 12/31/15 * wA Fr s S f /kw4 CIVI M-Ve ® , INSTALL STREET LIGHTS PER CITY OF TEMECULA STD 801 OF CS so) sse -.45 cc 10 INSTALL STOP SIGN R1 PER CITY OF TEMECULA STD 404 S LE E T INDEX OWNER 1 DEVELOPER BASIS �r �r�r 11 SAWCUT & REMOVE EXISTING 6" ASPHALT DIKE 1 TITLE SHEET BASIS OF BEARING NOTE 2 DETAIL SHEET 12 CONSTRUCT 6" A.C. BERM PER CITY OF TEMECULA STD 214 3-5 STREET IMPROVEMENTS NEWLAND ASSOCIATES, INC. THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 13 INSTALL GUIDE MARKER PER CITY OF TEMECULA STD 406 6 MEDIAN PROFILES 27393 YNEZ ROAD, SUITE 230 7 SIGNING AND STRIPING PLAN TEMECULA, CA 92591 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. TEMECULA, LA, CA 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL 14 2" THICK x 5'-6" AC SIDEWALK MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. 15 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C.F.} PER CITY OF TEMECULA STD 201 ( L ®`t ' '" 031CC% r, -s r� srra�wat.�c�r* � crrra�r +�cuc a LD99-204CO �Rg6ESSIp�,�� w No.43090 ^* Exp. 3/31/04. t s9r Of C ALl 4� DESIGNED BY R. FALLON ans V it w. t MICHAEL R.C.E. No. DRAWN BY CHECKED BY A. JIMENE7_ M. TYLMAN Z=Date: ervisionOf LOCI zaoo _ (( Expires 3-31-04 11 $ Drawing No. DATE Z2�! I , l ACCEPTED BY:/ c DEPUTY DIRECTOR OF PUBLIC WORKS iONALD R.C.E. No. 19744 Expires 9-30-01 TITLE SHEET DE PORTOLA ROAD STREET IMPROVEMENT PLANS SHEET 1 OF 7 Tm w S m ti co n v 0 U) m m n U_ w x PM 29431 4 11 _ 0 ! r> A REMOVE EXISTING A.C. 86,480 CY BOUNDARY L / LINE 2 CONSTRUCT A.C. W/SEAL COAT OVER AGGREGATE BASE (CRUSHED) AC 4, AB 4,93737 TON CY �� ROAD RfW I 10 a' �}3 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD 200 3,931 LF � 16' e 12' 38' 1 38' 12' 17' CONSTRUCT TYPE "D-8" CURB (8" C.F.) PER CITY OF TEMECULA STD 204 2,133 SF 4' 6' 6' 5' 1412' 14' 12' 14' 5° 2 Q CONSTRUCT CONCRETE SIDEWALK (6' PER PLAN) PER CITY OF TEMECULA STD 401 22,035 SF T 2% 2% 1 - -� VAR ES +2% TO -2% VARIES +2% TO'-2 — ® CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 1 EA ry 5'-6,,i,.-J� RAISED MEDIAN 2' WIDE I CURB Q CONSTRUCT 10' CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD 210, 211 0 EA 10' EQUESTRIAN TRAIL SIDEWALK CONCRETE WALK ON N'LY SIDE OF DE PORTOLA TO BE DEPICTED 112' WIDE COMBINATION OFF -SITE INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD 403-405 0 EA ROAD ONLY. TO BE SHOWN ON BY LANDSCAPE !BICYCLE AND PEDESTRIAN LANDSCAPE ARCHITECT PLANS. ARCHITECT. SIDEWALK, MEANDERS FROM 5' MIN. ® INSTALL STREET LIGHTS PER CITY OF 'TEMECULA STD 801 10 EA TO 27' MAX. FROM FACE OF CURB TO BE SHOWN ON LANDSCAPE 10 INSTALL STOP SIGN R1 PER CITY OF TEMECULA STD 404 0 SF ARCHITECT PLANS. 11 SAWCUT & REMOVE EXISTING 6" ASPHALT DIKE 0 LF SUPERELE Y�7 SUPERELEVATION ATI®TN TRANSITION 12 CONSTRUCT 6" A.C. BERM PER CITY OF TEMECULA STD 214 364 LF DE PORTOLA 13 INSTALL GUIDE MARKER PER CITY OF TEMECULA 12 EA .ROAD STD 406 NOT TO SCALE 14 2" THICK x 5'-6" AC SIDEWALK 2,002 SF STA 269+30. 15 TO 272+71 .63 STA 282+63.43 TO 283+18.07 15 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C.F.) PER CITY OF TEMECULA STD 201 2,108 LF 341.48' SUPERELEVATION TRANSITION 100' VC BOUNDARY 160.98' 50' 50' N'LY LINE S'LY 80.50' CROWN RUNOFF 210.98' SUPERELEVATION RUNOFF R/W ROAD R/W M o 100 ,nj 0 0 O O N Ln t r- n rn� rn� rnn CI �CI N NI 1 N + GRADE LINE @ 36.0' + LO Qo o � o+ S'LY OF N o N z 0 �Ia�o uj i 1 0- << :Icnw AXIS OF w — - ROTATION 400' REVERSE SUPERELEVATION TRANSITION 100' VC 100' VC 50' 50' 100' 100' 50' 50' 300' SUPERELEVATION RUNOFF 0 00 (0(o a) 0 N 0+ N 0 AXIS OF -------- ---------���,. -- -- — ROTATION ee a�cCOo 000 N 100' VC rvlce m CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed GRADE LINE @ 36.0' S'LY OF q STA • TO STA 283+18.07 I ti�tb 0 co ca 0 N N N 100' VC � < Izwd.za loa �n C) NIW00NW _O �F�Iw- E�N�Izo ID0 1— 'U <0 riN ~ z � Robert Bein, William Frost & Associates COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 1/2" BRASS DISC IN COW. CYLINDER, 2.4 MILES 27555 YNZ ROAD, S1E. 400+TOFW CA, 92591 SOUTHEAST ON HWY. 79 FROM INTERSECTION MAIN (909) 676-8042 , FAX (909) 676-7240 AND FRONT STREET IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND P.P. 75581 ON LINE WITH OLD FENCE LIME. RUNNING N. k S. SET FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT. REVISIONS I DATE ACC'D I BENCHMARK SCALE SEE SHEET NO. 1 HORIZONTAL AS SHOWN VERTICAL N/A 16' 12' 38, 1 38, 12' 17' EXISTING I PARK �{ 2% 14 6' 6' S' 14'-, 12'_ 14' 124' S 1 2% VES +2l lu AR -pro ,L. 5, 6„ v 2' WIDE 10' EQUESTRIAN TRAIL- SIDEWALK CONCRETE WALK ON N'LY SIDE OF DE PORTOLA TO BE DEPICTED ROAD ONLY. TO BE SHOWN ON BY LANDSCAPE LANDSCAPE ARCHITECT PLANS. ARCHITECT. ��pFESS/p� l w No.43090 Exp. 3/31/04 sT 01VI\� 9TF OF C DESIGNED BY R. FALLON Plans MCHALA R.C.E. No. VARIES +2% TO -2% _ --- RAISED MEDIAN ` EXIST. CURB EXIST. 12' WIDE COMBINATION OFF -SITE BICYCLE AND PEDESTRIAN SIDEWALK, MEANDERS FROM 5' MIN. TO 27' MAX. FROM FACE OF CURB SUPERELEVATION O TRANSITION _DE PORTOLA D NOT TO SCALE STA i • M282+63.43 DRAWN BY CHECKED BY A. JIMENEZ M. TYLMAN I Under The Supervision Of y, __Date: i S060 ___.Expires 3-31-04 BOUNDARY LINE N'LY ROAD S'LY R/W 100' R/W 16' 12' 38' 38' 12' 17' 1 �4'!6' 6' 5' 14' 12' 14' 12' 14' 5' 2.• 2% 2%.-- 2% 2% •'�� CURB 5'-6" 2' WIDE RAISED MEDIAN 10' EQUESTRIAN TRAIL SIDEWALK CONCRETE WALK 112' WIDE COMBINATION OFF -SITE ON N'LY SIDE OF DE PORTOLA TO BE DEPICTED BICYCLE AND PEDESTRIAN ROAD ONLY. TO BE SHOWN ON BY LANDSCAPE SIDEWALK, MEANDERS FROM 5' MIN. LANDSCAPE ARCHITECT PLANS. ARCHITECT. TO 27' MAX. FROM FACE OF CURB TO BE SHOWN ON LANDSCAPE ARCHITECT PLANS. FULL SUPERELEVATION DE PORTOLA ROAD NOT TO SCALE STA 272+71.63 TO 275+75.95 BOUNDARY LINE N'LY ROAD S'LY R/W 100' R/W 1 16' 12' 38' 38' 12' 17' 6' 5' 14' 12' 14' 12' 14' S' 2 2% = T 2% �-.. 2% 2% 2 EXIST. _ 2' WIDE RAISED MEDIAN CURB 10' EQUESTRIAN TRAIL SIDEWALK CONCRETE WALK ON N'LY SIDE OF DE PORTOLA TO BE DEPICTED EXIST. 12' WIDE COMBINATION ROAD ONLY. TO BE SHOWN ON BY LANDSCAPE OFF -SITE BICYCLE AND PEDESTRIAN LANDSCAPE ARCHITECT PLANS. ARCHITECT. SIDEWALK, MEANDERS FROM 5' MIN. TO 27' MAX. FROM FACE OF CURB UULL SUPERELEVATION DE PORTOLA ROAD III I NOT 1 SCALE STA * O *.• BOUNDARY LINE N'LY ROAD S'LY R/W _ 100' R/W 16' 11 2' 38' 38' 12' 17' 1 6' 6' S' 14' 12' 14' 12° 14' 5' 1 �4' 2% .1 i -2% 2% 2% 5' 6" 2' WIDE= = 10' EQUESTRIAN TRAIL SIDEWALK AISED MEDIAN CONCRETE WALK ( CURB ON N'LY SIDE OF DE PORTOLA TO BE DEPICTED ROAD ONLY. TO BE SHOWN ON BY LANDSCAPE 12' WIDE COMBINATION OFF -SITE LANDSCAPE ARCHITECT PLANS. ARCHITECT. (BICYCLE AND PEDESTRIAN SIDEWALK, MEANDERS FROM 5' MIN. TO 27' MAX. FROM FACE OF CURB TO BE SHOWN ON LANDSCAPE ARCHITECT PLANS. FULL SUPERELEVATION DE PORTOLA ROAD NOT TO SCALE STA 283+18.07 TO 295+36.33 RECOMMENDED BY: DATE: f✓D CITY F '145 ACCEPTED BY: DATE: 14� o DEPUTY DIRECTOR OF PUBLIC WORKS o RONALD J. PARKS ="` • R.C.E. No ...... 19744 Expires 9-30-01 TEMECULA DEPARTMENT OF PUBLIC WORKS PORTOLADE ROAD STREET IMPROVEMENT PLANS DETAILSNOTES & R EXISTING PARK Pq SHEET 2 OF 7 z 2 LL Ir Q O PROFILE HORIZ: 1 "=40' VERT- 1"=4' M Hlrrucl 269 270 271 272 273 274 I PLAN 1 275 276 277 278 279 Hobert Hein, filliam Frost & As: PROFESSIONAL ENGINEERS, PLANNERS & SWVEYORS 27555 YWZ ROAD, STE. 4009TOkdSA..A CA. 92591 (909) 676-8042 , FAX (909) 676-7240 Contractor Inspector Date Complete REVISIONS IDATE IACC'DI BENCHMARK MEDIAN ri DATA ww NOUN MMIN! • .. Wk� WA •• +f►� MEDIAN- LANDSCAPE PLANS FOR MEDIAN DRAINAGE SYSTEM. SEE SHEET NO. 1 I-JYJ .r.Vlilu1 PAR C rL v SCALE QROIESSIp49� HORIZONTAL ������ A. rPt�9� f 1" = 40' No.43090 Exp. 3/31/04 VERTICAL Jr CIVO 1" = 4' 9Tf OF C A4�F�tt 1 "=40' MEDIAN DATA MIRYANNUM JEWAM DESIGNED BY DRAWN BY CHECKED BY R. FALLON A. JIMENEZ M. TYLMAN Plans Prepare nder The Supervision Of /f Date: r3Loam MI HAEL A. TY N R.C.E. No. 43 0 ,Expires 3-31-04 s 280 281 CONSTRUCTION NOTES ) REMOVE EXISTING A.C. 2. ALL SLEEVING SHALL BE INSTALLED TO Q2 CONSTRUCT A.C. WJSEAL COAT OVER BACK OF PROPOSED SIDEWALK. AGGREGATE BASE (CRUSHED) 1 ate' 0 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) --_- -_ N o o PER CITY OF TEMECULA STD 200 9 p 'rn r �'f + CP CONSTRUCT TYPE "D-8" CURB (8" C.F.) �U k NN c3 O 1, o r', o o Q Cfi,�-' �, � ✓� PER CITY OF TEMECULA STD 204 aWN 001W TRACT o �" I? ' � Co � ° C' to �5 CONSTRUCT CONCRETE SIDEWALK (6 ' PER PLAN) o or W �� r o W /� PER CITY OF TEMECULA STD 401 W 'a, `0 o c n� © CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 i9 to Q INSTALL STREET LIGHTS A' PER CITY OF TEMECULA STD 801 T 4 t(N(� ® 12 CONSTRUCT 6" A.C. BERM 7 PER CITY OF TEMECULA STD 214 ma �7g+ 0 15 fi4 % 0- 13 INSTALL GUIDE MARKER PER CITY OF TEMECULA STD 406 14 2" THICK x 5'-6" AC SIDEWALK 3 — o p 15 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C.F.) o - PER CITY OF TEMECULA STD 201 EX I ST \ Rat N_ CURB & GUTTER - A ------ EXIST. !.- - - MEANDERING `FOR.. STORM 6RA I N SIDEWALK -- "EXIST.- `-DESIGN SEE DWG. STREET LD99-206CO. 1 LIGHT _ \ �EXISTING PARK. J i NOTE: 1. EXISTING SEWER AND WATER MAINS WITHIN THE RIGHT-OF-WAY OF DE PORTOLA ROAD TO BE PROTECTED IN PLACE t � t 40 0 40 80 1 RECOMMENDED BY:. DATE: 4AO O ACCEPTED BY: DATE: G .flc7 DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No. 19744 Expires- 9-30-01 GRAPHIC SCALE DE .i. i , ROAD -STREET IMPROVEMENT STA i !i !! TO STA • ii ii 93 SHEET 3 OF 7 A Pk I IN PI =!1 0 r c•� =-0 AMA ' •Bara !! •! • '! ' Contractor Inspector CO 01 m cn -o n o FOR MEDIAN PROFILE + SEE SHEET 6. E 3 � Ark., $'c'd+ ayr p�N:YS` v'? DO x£ i`J \3 00 OA ' Z00 00 15 - 00 1 ? I - ro o (ZajO cno•p�_.- t,, Lo o(` fmco 0c. 'N -� _ EXIST. }rn cn c u (� -� _ _ MEANDERING r o i o - EXIST. ,,SIDEWALK �� - - EXIST. CURB & GUTTER STREET LIGHT W < EXISTING PlADV Robert Bein, A'illiam Frost & Asp PROFESSIM& MIWERS, PLATERS k SURVEYORS 27555 YNEZ ROAD, STE. 400•TBEM A CA. 92591 (909) 676-8042 , FAX (909) 676-7240 Date Completed REVISIONS IDATE JACC'DI BENCHMARK SEE SHEET NO. 1 0:. §LE C.v.,• ' -Xpe ' AN Ff C I m M 0 p FINI a PROFILE J. HORIZ: 1 =40 L__-:-._.._ _. ___ _ — _ _ _.'_._ __._i _ _-. _ i __..i i �-._-T-_..j.._ -•--+_-__ � J..._ ___j—__f-". _"T_—;- .�r ._y.._,--___-(__'?- __ i -!-- VERT<. 1 "=4' i 1 i 1 , t i -E- t d 284 PLAN 285 286 �287 288-� 289 �289J 290 1 "=40' N N CONSTRUCTION NOTES 0o w 0o w 00� (0o 9 NOTE: a' o c+n j 0 + ° a' + ' --1 a EXISTING WATER MAINS WITHIN --I r— r J `a r - O = THE RIGHT-OF-WAY OF DE PORTOLA 0 REMOVE EXISTING A.C. 00 41 X cD m 4.� °' p ROAD TO BE PROTECTED IN PLACE. �2 CONSTRUCT A.C. W{SEAL COAT OVER r r III cn < W SLEEVES C AGGREGATE BASE (CRUSHED) c� Q CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD 200 � x � . y .. `� , >�. �a�-� � ,r �� f � r�•,,, �4 CONSTRUCT TYPE "D-8" CURB (8'° C.F.) PER CITY OF TEMECULA STD 204 °„� '<- - F ._-�...-•EX 48"WTR - �?I�.,�--.�t�� � � � �h� "�,' ,"`�'- ��L,/ 285+QQ R a , ,e ® CONSTRUCT CONCRETE SIDEWALK (6' PER PLAN) PER CITY OF TEMECULA STD 401 INSTALL STREET LIGHTS PER CITY OF TEMECULA STD 801 � : � '�Y �"�,aX n�f?'F..' , �'* -"�' :. m , gu R ,,,*�� �Yi k%' ��rw£n"rr�.y�':rz 2 �`-'% �--• r`J �u %-FQQ ` T "+:.P SAWCUT & REMOVE tt., V• �, ,. f � <. EXISTING 6" ASPHALT DIKE co 11 N 1w 15 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C.F.) ' -%Z7 PER CITY OF TEMECULA STD 201 m FOR ST <a °DRAIN°DESIGN W °°w : • ti 41 lra r +o SEE DWG. LD99-206C0 0 CONST. 5.5NON- 57.4A/GStiIE'b �t&4ntAER//Vfr 0 co 0 �_� r' o S/1W.iG.K(PER G/T7'Of TEMEC!![.A 517�. a0 rrr o~ NO. •¢17/ 1�dR 00 8A5� # 77y/G"k'N�s +Ot0 �- M l 9 a 0) LOO d am n. CD$ .gym 2943100 PAR GEEL 7 MEDIAN CURB DATA Imumm SCALE Q'OVESSIO,yg� HORIZONTAL �Q��� J�Zy92 Fy 1" = 40' w No.43090 Exp. 3/31/04 y} VERTICAL T I V t� N 1 " = 4' ATE OF C A1.AF�� MEDIAN CURB DATA • • DESIGNED BY I DRAWN BY CHECKED BY R. FALLON A. JIMENEZ_ M. TYLMAN Plans Prepar Under The Supervision Of _Date: zoe a MICHAEL A. T AN R.C.E. No. 43090 —_—Expires 3-31-04 GRAPHIC SCALE RECOMMENDED BY: DATE: 440AI40 ACCEPTED BY: DATE:' m DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No._ 19744 Expires 9-30-01 80 120 C az9a5'0 l A�0//p/t�s14 Y Q.12131E16 V y�lVt7� {ik &It A 515 r.%/ 9/bX A L6 lie- aveo LD99-204CO DEPARTMENT OF PUBLIC WORKS i Drawing No. DE PORTOLA ROAD STREET IMPROVEMENT ri PLANS STA 279+00.00 TO STA 287+50.00 E SHEET 4 OF 7 A �` • : �f A= Contractor Inspector Robert Bein, Killiam Frost & Associates PROFESSIONAL MIPEERS, PLANNERS k SURVEYORS 27555 Y92 ROAD, STE. 4OO.TEIEOI A CA. 92591 (909) 676-8042 , FAX (909) 676-7240 IN KfE � iii•JiiitRa • • • • ��� • • • • R " • E7f[•ii1.T��eliiii�l# �► • ',�•, • t f • : EAR 1'.Is''E:�tlliii�+1 E PROFILE HORIZ: 1 "=40' VERT: 1 "=4' PLAN 1 "=40' 4W MEDIAN�� .. g •. i" R • - �tl»■r-21181-: �flfo f f : f iCLTS'iLIUR ' f • : ` PI = 111 ' LY c 0 NOTE: EXISTING WATER MAINS WITHIN THE RIGHT-OF-WAY OF DE PORTOLA ROAD TO BE PROTECTED IN PLACE. DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QOVESS/pig DESIGNED BY DRAWN -BY CHECKED BY A OD c MC S. p R. FALLON A. JIMENEZ M. TYLMAN oontr/&. swx �7� +�� a Vrn✓8 r S 44 tit A Ty el HORIZONTAL any@ ly Plans Prepare nder The Supervision Of No.43oso SEE SHEET NO. 1 1" = 40' Exp. 3/31t04 Date: ti VERTICAL sj CIVIL �ti� MICHAEL A. TY A 1" = 4' 4' oR.C.E. No. 43090 _Expires 3-31-04 GRAPHIC SCALE 4 I 0 0 Nm MA rC `-�o S' ryy V kl z -rRA G7 24184 1SEE DWG NO. LD 96-06000 N FOR DE PORTOLA STREET IMPROVEMENT PLANS. 7RA G-r 24188 RECOMMENDED : r / ` ACCEPTED BY: DATE: i/ r DEPUTY DIRECTOR OFPUBLIC WORKS ERO,'WALD PARKS R.C.E. No. 19744 Expires 9-30-01 REMOVE EXISTING A.C. CONSTRUCT A.C. W/SEAL COAT OVER AGGREGATE BASE (CRUSHED) 3 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD 200 ® CONSTRUCT TYPE "D-8" CURB (8" C.F.) PER CITY OF TEMECULA STD 204 ® CONSTRUCT CONCRETE SIDEWALK (6' PER PLAN) PER CITY OF TEMECULA STD 401 INSTALL_ STREET LIGHTS PER CITY OF TEMECULA STD 801 12 CONSTRUCT 6" A.C. BERM PER CITY OF TEMECULA STD 214 13 INSTALL GUIDE MARKER PER CITY OF TEMECULA STD 406 14 2" THICK x 5'-6" AC SIDEWALK 15 CONSTRUCT TYPE "A-8" CURB AND GUTTER (8" C.F.) PER CITY OF TEMECULA STD 201 f6 cow6r 5. 5` Alml- SrAAtjm44.vn ME.41VDlt imc, S1LL=WALI<tIPL=RCI7YA'c�TEA-ffii*VLr4 *--iZ? /V40 49!�11 FtnCA4475 s 774/C <A1aS9 pR ES.4P C 47945 O m t 1/15 g 14VA16AKE'R s` .45S6C.1A72FS DE PORTOLA ROAD STREET IMPROVEMENT PLANS STA 8 • •i TO • !i LD99-204CO SHEET 5 OF 7 99. 75'(TOTAL)___-,A— --- --- IIIIIIIIIIIIIIIIIIII7L- IIIIIIIIIIIII- IIIt. 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JIMENEZ Contractor lans Prepared er The Supervision Of 010 Inspector 1 40' Exp. 3/31/04 .1 a Date: D BY: _DATE: , TYIN VERTI I CAL_j V: 4' 4 SHEET 6 OF 7 0 F C R.C.E. No. 43090 Expires 3­31-04 19744 9-30--Ol R.C.E. No. Expires 00 Q E vi 00 0 0 co RA PM Zc)431 �- r i sir C - 24-` - u 269 �,�Qo v.. 4 i2 �\ 1 \� STA 268+51.68 TO 270+00.00 \ DE PORTOLA ROAD IMPROVEMETNS TO BE COMPLETED PER CITY OF TEMECULA MARGARITA ROAD CAPITAL IMPROVEMENT PROJECT NO. PW99-01. Idr/%Z—M,:1Eii Robert Bein, William Frost & Asz PROFESSINAL EMIWERS, PLAW-RS & aRVEYORS 27555 YKU IND, STE. 4M*MEOAA CA, 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 jw TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY Contractor Inspector Date Completed REVISIONS (DATE _ER PIM 2943 1 FUTURE ENTRY TO TR-24136 GRAPHIC SCALE ;W 0 1. NO STRIPING, SIGNING OR PAVEMENT LEGENDS MAY BE DONE PRIOR TO FIELD 8, ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM INSPECTION AND APPROVAL BY THE INSPECTOR. TO THE CALTRANS STANDARD PLANS: A20-A THROUGH A24-E. 2. ALL. PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY APPROVED BEFORE STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE BE INSTALLED ABOVE THE R1 SIGNS OR AS SPECIFIED PER PLAN. EXALT LIMITS OF THE MATCH STRIPING. 10. ALL SIGN POST MATERIAL. SHALL BE "TELESPAR QWIK PUNCH" OR 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HIGH -INTENSITY GRADE REFLECTIVE APPROVED EQUAL WITH RECEPTIVE 30 INCH OR 36 INCH ANCHOR ASSEMBLY. SHEETING AND SHALL BE MINIMUM 30"x30", OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. 11. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION 84.3 OF THE CALTRANS STANDARD SPECIFICATIONS. 4. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT CENTER DELTA OF THE CURB RETURN OR THE BACK OF THE CROSSWALK OR 12. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN STOP BAR. NOT LESS THAN 7 DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. 5. ALL R1 SIGNS SHALL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED PER PLAN. 13. ALL PAVEMENT LEGENDS, LIMIT LINES, CROSSWALKS AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF 6, ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA PUBLIC WORKS. OF THE CURB RETURN OR BEHIND THE WHEEL, CHAIR ACCESS RAMPS OR AS SPECIFIED PER PLAN. 7. THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR. IF REQUIRED, - DIRECTIONAL ARROWS SHALT_ ALSO BE 8 FEET BEHIND THE STOP BAR OR / 8 FEET BEHIND THE STOP LEGENDS. 2 - �J W75 rir .� Al -"1 FUTURE ENTRY / 2W STORAGE W11 2 / r 4 f 14 TO TR-24136� L 1 R63 R81 R81 B 3 13 13 �� x' 2�oTp0 S J / j • _J_ _ _ C rtr 11 12 13 .M+C 5 6 +00� 1 R7 4 -- N 4 �218 M 5 `` 275+pp _ ~- 1 R14 7 a 2 6 - -� - �� ST I AGE . — _ -s \ - -_ _-- -- - . _t , �, �, , CONSTRUCTION NOTES t 1� j EX .-STOP' BAR - INSTALL TRAFFIC SIGN PER CITY OF TEMECULA, POLICY NO. 2. �EX. STOP SIG14 �20 PAINT 6" WHITE BIKE LANE LINE PER DETAIL 39 OF CALTRANS TRAFFIC MANUAL. f PAINT 6" WHITE DASH BIKE LANE LINE PER DETAIL 39A OF CALTRANS TRAFFIC MANUAL. CAMPANULA ® PAINT LEFT TURN ARROW, (THERMOPLASTIC) TYPE IV (L), PER FIG. 6-38 OF CALTRANS TRAFFIC MANUAL. WAY �� 1 ,� PAINT 8'" CHANNELIZING WHITE LINE PER DETAIL 38, OF CALTRANS TRAFFIC MANUAL STD. PLAN A20D. �� �_ ® PAINT 4" WHITE LANE LINE PER DETAIL 12 OF CALTRANS TRAFFIC MANUAL. (A)PAINT "BIKE LANE" AND BIKE LANE ARROW PER FIG. 6-40 & FIG. 6-41 OF CALTRANS TRAFFIC MANUAL. PAINT DOUBLE YELLOW LINE PER DETAIL 29 OF CALTRANS TRAFFIC MANUAL. 0 50 100 150 D� PORTOLA ROAD ! 10 PAINT LIMIT LINE, (THERMOPLASTIC) PER CALTRANS TRAFFIC MANUAL STD. PLAN A24E. 11 PAINT 4" RIGHT EDGELINE PER DETAIL 27B OF CALTRANS TRAFFIC MANUAL, 1� INSTALL TRAFFIC DELINEATORS CLASS 1 TYPE "F"PER FIG. 6-15 & 6-45 OF CALTRANS TRAFFIC MANUAL. GRAPHIC SCALE 13 PAINT LANE REDUCTION ARROW, (THERMOPLASTIC) TYPE VI (R) PER FIG. 6-38 OF CALTRANS TRAFFIC MANUAL. 14 PAINT 4" YELLOW LEFT EDGELINE PER DETAIL 25 OF CALTRANS TRAFFIC MANUAL. LD9 9 - 2'0 4Cs O DESIGNED BY DRAWN BY CHECKED BY rpr�+V �} TEMECULA � �sTTT p Drawing No. SCALE gR9IESSI0�9` RECOMMENDED BY: DATE: � CI 1 OF 1EMEC V.Lti DEPARTMENT OF PUBLIC WORKS 9 A R. FAt_LON A. JIMENEZ M. TYLMAN HORIZONTAL Jp7�9h F < i ons Prepared Uyler The Supervision Of AS SHOWN No.43090 ACCEPTED BY: DATE: DE PORTOLA ROADDEPUTY 7 Exp. 3/31/04 �Dat.e: 2� RONALD JREPARKSCTOR F PUBLIC WORKS VERTICAL �} �IVjt ti� MICHAEL A. TYL e V STREET IMPROVEMENT PLANS N/A 9T£ OF Cp�1F��p R.C.E. No. 4309 __Expires 3-31-04 — R.C.E. No. 19744 Expires 9-30-01d'>.;s SIGNING AND STRIPING PLAN SHEET % OF TV Q i .. S