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HomeMy WebLinkAboutAs-Builts I GENERAL N OTES 1. A NO-FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, 43200 BUSINESS PARK DRIVE,TEMECULA,CALIFORNIA. ITEMS WORK- 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS NOTICE PRIOR TO COMMENCING WORK, ANY WORK DONE WITHOUT CIT OF TEMECULA PROPER INSPECTION WILL BE SUBJECT TO REJECTION. FOR INSPECTION,CALL 951-694-6411. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"THE GREENBOOK",CALTRANS ITEM NO. DESCRIPTION QUANTITY UNIT STANDARD SPECIFICATIONS AND PLANS,THE CITY OF TEMECULA STANDARD DRAWINGS,AND THE PROJECT SPECIFICATIONS. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. D PAR MEN OF PUB IC WORKS 1 MOBILIZATION DEMOBILIZATION 1 LS 5. THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO INSTALLATION, NO DEVIATION FROM THESE PLANS IS PERMITTED / WITHOUT APPROVAL OF THE ENGINEER. 6. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO 2 ENGINEERING / CONSTRUCTION SURVEYING 1 LS EXCAVATE"WILL BE VALID. FOR YOUR DIG ALERT I.D.NUMBER,CALL UNDERGROUND SERVICE ALERT AT 1-800-422-4133 THREE WORKING DAYS BEFORE YOU DIG. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES,OR FOR EMERGENCY ASSISTANCE CALL-EMWD 951-928-3777, RCWD 951-296-6900, SCE 951-928-8334,SCG 909-335-7730,VERIZON 951-929-9436, 3 CLEAR AND GRUB 1 LS 4< 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE CONSTRUCTION P ANS FOR BEST OF OUR KNOWLEDGE,THERE ARENO EXISTING FACILITIES,EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 4 TRAFFIC CONTROL 1 PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING I„_S UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR, PROJ CT NO , PW05 �01 5 EROSION AND SEDIMENT CONTROL 1 LS 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED,CONNECTED,AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS,CROSS GUTTERS,OR ASPHALT CONCRETE PAVEMENT, 10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD DRAWINGS NUMBERS 407AND 407A. RANCHO VISTA ROAD SIDEWALK 6 RELOCATE ROADSIDE SIGN 4 EA 11. THE STREET STRUCTURAL SECTION(S)WAS DESIGNED IN ACCORDANCE WITH THE PROJECT SOILS REPORT. PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS,THE CONTRACTOR SHALL PROVIDE THE ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND REVISE THE STRUCTURAL SECTIONS IF NECESSARY. 7 TYPE] RETAINING WALL 53 LF UAW 12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR THEY SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. 13. ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE. "` : 8 4" PCC SIDEWALK 11591 SF 14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 4 15. ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION CONTROL MIXTURES F `h r ;, � 9 ACCESS RAMP, DETAIL A 6 EA SUBJECT TO THE APPROVAL OF THE p 1 � 6�`'''� lt�.. 'S.. ENGINEER(UNLESS SUPERCEDED BY AN APPROVED EROSION CONTROL, LANDSCAPING,OR MITIGATION PLAN). PRIOR TO INSTALLATION ALL CUT SLOPES SHALL BE , w �s�'ft� SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES. .��� �' , �" �� {��� ° �" • � `�� �f,z:,�w:� ,s, �� r 10 ADA ACCESS RAMP, CITY STD NO. 402 1 LS 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS - PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. Y w.' ., •. w a; THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE CITY, ITS OFFICERS OFFICIALS EMPLOYEES AGENTS V ''`: a OLUNTEERS AND THE ENGINEER HARMLESS FROM �. . 5z a � a, 11 LANDSCAPE PROTECT/REPAIR - AREA 1 1 LS ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF k Ci Wh.G. •' WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. `° V , 17. A SET OF"AS BUILT"DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER k, li 12 LANDSCAPE PROTECT/REPAIR •• AREA 2 1 LS G EER PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS, GRADING f 13 LANDSCAPE PROTECT/REPAIR AREA 3 1 LS 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING,EROSION&SEDIMENT CONTROL ORDINANCE NO.04-04,AND IF APPLICABLE,TO THE STATE ' WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. r 14 LANDSCAPE PROTECT/REPAIR - AREA 4 1 LS 2. BUILDING PAD AND DRAINAGE SWAL SLOPES SHALL BE A MINIMUM OF 1 %.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2'DEEP AND BE CONSTRUCTED A MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4"PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. i , 15 LANDSCAPE PROTECT/REPAIR - AREA 5 1 LS f a " a r 4. PROVIDE,AS APPLICABLE,CONCRETE BROW DITCHES DESIGNED a G TO CONVEY 100-YEAR STORM FLOWS,OR PROVIDE GRADED BERMS,ALONG THE TOP OF ALL GRADEDy,����,J�� ��,� �, �,, l �;_, � ,• 1 " tn:" J•: :a'- T.'w ... i 'A ':y 5t,J..A f. 4. r. A.:':, .. •} '1= 9': A HEIGHT OR THAT A ADJACENT T ���� ,,� ���-�;��x,., � ._ ,> � SLOPES OVER TIN VERTICAL RE J 0 GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF -- „: ,. ,,.,. - sLOPEs. nr 16 LANDSCAPE PROTECT/REPAIR AREA 6 1 a$ r•r4 4 r c yf �Ft las ` N r" LS �! :. asAv,, ':� rr x:'.f, E r.i...: ,..,� ..utic; '� ei �:'�Y' .>•r ?t.y,l ^';r �,i? ^w. a"�r v:'r «,, .,, e,-.: r :,;a� ^L `r a r� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,SOIL ENGINEER,OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT z ;G h 4 ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT c � w FOR ALL FILLS OVER 1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA's PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT,CERTIFICATION SHALL BE TO LINE,GRADE,ELEVATION :" 9 8 yew , AND LOCATION OF CUT/FILL SLOPES. ` '� INDEX OF SHEETS 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. . SHEET DWG. NO. DESCRIPTION 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY DATED TWO SETS TO - OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND �`'� �.� ' � .,� `' `' - 1 of 9 T-1 TITLE SHEET CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ` " 2 Of 9 L-1 LAYOUT STA 00+99.53 TO STA 08+50.00, TYPICAL CROSSECTIONS 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION,THIS 3 of 9 L-2 LAYOUT STA 08+50.00 TO STA 16+50.00 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT, PUBLIC WORKS PHONE:%1-69"411. 4 Of 9 L-"3 LAYOUT STA 16+50.00 TO STA 24+50.00 10 CUT AND FILL SLOPES SHALL DURING THE GRADING PHASE. PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 5 Of 9 L•-4 LAYOUT STA 24+50.00 TO 29+29.22, CONSTRUCTION DETAILS 11, POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO,INSTALLING,WHERE APPLICABLE,GROUNDCOVER,TREES,SHRUBS,OR A COMBINATION THEREOF IN 6 of 9 RW 1 RETAINING WALL PLAN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION.SLOPES OVER 4'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 7 of 9 ESC-1 EROSION & SEDIMENT CONTROL WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEED%DEBRIS,TOPSOIL,AND OTHER DELETERIOUS 8 of 9 ESC-2 EROSION & SEDIMENT CONTROL MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,THE TERRAIN MUST BE CLEARED, KEYED,AND BENCHED INTO FIRM NATURAL SOIL ° To Riverside 9 of 9 Q•-1 SUMMARY OF QUANTITIES FOR FULL SUPPORT.A REGISTERED CIVIL ENGINEER,SOIL ENGINEER,OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. --- 1 To Hemet 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED.PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT To Carona ' f ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER._ LEGEND 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS(1.5)SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER,SOIL ENGINEER,OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 3Y IN VERTICAL HEIGHT. PROJECT SITE s SEWER GISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELE Tet�tecula ELECTRICAL 16. ARE VA IONS.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE a DR 5D STORM DRAIN ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. T TELEPHONE 17, EROSION AND SEDIMENT CONTROL:THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA GRADING,EROSION&SEDIMENT �`' GAS ! G CONTROL ORDINANCE NO.04-04 THROUGHOUT THE DURATION OF THE PROJECT,INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. W WATER r .. f 18, EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL p �'` FO FIBER OPTIC BE PERMITTED. `�r GAN CABLE TV ° 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �-� � RIGHT OF WAY rq , 'r EXISTING RETAINING WALL 20, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN PUBLIC RIGHT-OF-WAY. r' PROPOSED RETAINING WALL 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR CORRECTION OF L RRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY �` .�''- � TREE OR SHRUB ENGINEER FOR REVIEW AND APPROVAL. 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS.THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. To San Diego ANAjNN VVV'V`V "`"`^""^ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL (A L DAYS Jig BEFORE 0 R E PLAN B PLANS E CITY OF TEMECULA BY A SEARCH OF THE A VA/LABL E RECORDS, APPROVAL OF THIS RCE EXP. DATE BEFORE ���� DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND �T NOT TO SCALE REVIEI;'YED BY- TOLL FREE 1 --80 0•-2 2 7-2 6 0 O UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR /S A PUBLIC SERVICE BY UNDERGROUND SERVICE A!.ERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN, INSPECTOR DATE C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEAL Q��E�SSf�y Designed By Drawn By Checked By Drawing No, R. p q� AR❑ AR❑ GB RECOMMENDED BY, DATES 4J.0� CITY TEMECULA DEPARTMENT OF PUBLIC WLRKS fy GR G U 'LER, INCIPAL. ENGINEER Contractor T THE CENTERLINE OF RANCHO VISTA ROAD ON Horizontal TANGENT SECTION BETWEEN STA 00+99.53 AND �10 ,/ z PROJECT No.. PW05-01 STA 06+39.61 BEING N41°44'35"E AS SHOWN '-� No, 59602 'T' ACCEPTED BY. DATE. -�`• o �- o- TA Inspector VVNON N/A � - � � Date Q� (� WILLIAM G. HUGHES PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL Vertical Exp, 12 31 07 AVLIN R, ODVIA DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER RANCHO VISTA ROAD SIDEWALK Date Car�pleted MAPS AT PAGES 77 AND 78 ON FILE WITH THE efVl�- O���Q - TITLE SHEET COUNTY RECORDER'S OFFICE. q1F Q>* \E R,C,E. No. 59602 Ex ices 12-31 07 R.C.E. No. 36617 Expires, 06�-30-06 '��, o N/A CA p p '� 1�� � Sheet 0� f 09 R:\CIP\PROJECTS\P\UO5\PW05-01 Rancho Vista Rd Sidewaik\AUTOCA13\PW0501 MASTER.dwg, T-1, 05/15/2006 2:32:49 PM CONSTRUCTIONNOTES : Ill I ll 0 CONSTRUCT SIDEWALK PER CITY STD NO. 401. yo I it 0 I N PLACE. PROTECTC 3 RELOCATE BY OTHERS. _ - - 0 \� Cl) ® CONSTRUCT ACCESS RAMP PER DETAIL A, SHT L-4, p 5 ADJUST TO GRADE. ��._ __ __ _ _ �� _ _ __ � � � = = -- -- --- --- -- E -- E co 0 ------------- 4+00 m X 6 RELOCATE. E E 3+00 E ',v ^ E r_ k 4 2+00 "RVR" x�(h.RANG 0 O-VISTpcRCYAD �w - o+ss.53 1 00 ~� [�7 CONSTRUCT RETAINING WALL PER SHT RW 1. �,,,•, 5 . - - N41°44'35"E 540.08 a ® REMOVE. T r a 3 � 1 mtm% T CONSTRUCT ADA ACCESS RAMP PER CITY STD NO. 402. m _ O , 5 r . •-- _..r . .- .. • . . . _ .,.-r ^" - . ..- - . ry . —fir„ 1 rn V - -- - -- - - -- --- I j• LEGEND AREA 1 0 S SEWER E ELECTRICAL SO STORM DRAIN T TELEPHONE GAS W WATER FO FIBER OPTIC 111 CAN CABLE TV -- --- RIGHT OF WAY EXISTING RETAINING WALL PROPOSED RETAINING WALL 0 TREE OR SHRUB "RVR" R/W �� ---- W) , 32'AND VAR 6'MIN 6l- f4lb AR- tW PER FT __ __ --- _ _ _ _ --- _ _ 3 ......_.. .. .... . - , . .ram .�....— w_ �.,... _.,..� -..,.^ --^ -"_ � vY,,, ...- .,__._, -• --^" -""" .. �,w h`. h1 " r, _ _ _ 8+00 --------- (0 W 4 MIN _ -- -- -- = _ -- -- -- - - -- -- m E ", v a 6+00 RANCHO VITA ROAD ""RVR"" LINE �. ,.RVR" R=2400', Lw2228.44' X� 5+00 STA 18+00.00 TO STA 18+90.00 E E R S 6 S S NO SCALE r �TTAR�A N41°44'35"E 540.08 �((Q(d Gt35 Ce LU wr■� ���v�T �=��5� "`�/ate _ �f30ADSIDE-SIGN L 5 "RVR" R/W T * Fan�I�ELPHIA BEG RELOCATE IRRIGATION LU f m ---------- ---------------- 2 3 TO BACK OF SIDEWALK(AREA 1) �c, U) 1 BOX e �32 AND VAR 6 MIN ------ WAND VAR S e.---•T— --f--... as_,,.,fa p I 114" PER FT 2% 4" MIN 3: 0 RANCHO VISTA ROAD "RVR" LINE STA 03+28.61 TO STA 18+00.00 AREA 1 1 17 STA 18+90.00 TO STA 28+76.04 ?p' NO SCALE / TYPICAL CROSS .1 C ry """ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DA TE D I A L TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS BEFORE ���� DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 17CE EXP. YOU DIG You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEI+ED BY.• TOLL FREE 1 -8a0-227-2600 U77LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: OF E$�j Designed By Drawn By Checked By Drawing No, SCALE �Q� R. Q��� ARID ARD GB RECOMMENDED BY; DATE. �"��•fl CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor THE CENTERLINE OF RANCHO VISTA ROAD ON Horizontal ,����`•'�N �Lr c EG U R, PRINCIPAL ENGINEER TANGENT SECTION BETWEEN STA 00+99.53 AND ,� �` �'�° PROJECT NO. f0 "'0if... � ACCEPTED BYE -� DATE► 5- -,�t- Lml Inspector STA 06+39.61 BEING N41 4435E AS SHOWN ON 1 =20 ,�, No, 59602 , `�--� � D�!�" �p�, WILLIAM G. HUGHES PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL °` Exp, 12-31-07 Date RANCHO VISTA ROAD SIDEWALK l ti AV erca * " LIN R. DDVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � � Date Cu#eted MAPS AT PAGES 77 AND 78 ON FILE WITH THE V LAYOUT STA 00+99.63 TO STA 08+50.00 COUNTY RECORDER'S OFFICE. �jF QF ��1�0� R,C,E. No. 59602 Expires 12-31-07 R.C.E. No. 36617 Expires 06-30-06 raiiaa: N/A C P TYPICAL CROSS SECTIONS Sheet 02ofI�"9 RACIP\PROJECTS\PW05\PW05-01 Rancho Vista Rd Sidewalk\AUT0CAD\PW0501 MASTER.dwg, L-1, 05/15/2006 2:41:44 PM CONSTRUCTION NOTES : E1 CONSTRUCT SIDEWALK PER CITY STD NO. 401. ,y6 .s 02 PROTECT IN PLACE. �3 RELOCATE BY OTHERS. ® CONSTRUCT ACCESS RAMP PER DETAIL A, SPIT L-4. � -- 05 ADJUST TO GRADE. -- - _ — — O m - - =_- -- - __ _ _ _ _ _ __ _ ___ __ _______ _ _ �- EE RELOCATE. m = " - - " RANCHO VISTA ROAD " 100 - _ ♦ LLIL LI mmi �7 CONSTRUCT RETAINING WALL PER SPIT RW-1. = Z - •• T W6 WImxas 7*I— R-24Dp[ REMOVE. �„� m0 — —M�A,� END RELOCA EIRRIGATION G RW , TO BACK OF IDEWALK(AREA i)�9 METER BOX 'I�1A+06 O,,, CONSTRUCT ADA ACCESS RAMP PER CITY STD NO. 402. ,T1T1++fir C,wMs7ER '°�' RAs..c ,.,,,t,l T.,, v /y�JJ - - - - — - - - — - - - - - - - - - - _ -- _ _ — _ _ — _ _ . . _ _ — _I 4.S 1 BG Qa'y b' !a' °-t�•H,� c..¢g . Lu (A� U W e " MAP RTOLA I o—.n, - - - - - - - - - - --- - -J"2a feet ui REPI AGE PER CITY STD 3D3 A % --�� ". /?QO REMOVE Two RAIL FENCE I1 D VE o ,5• �_ _ � Lu AREA, 1 N TRANSITION TWO RAIL FENCEMIN _ 41 14 tl \ AREA 2 BJ, � �� � III o ° III III III III ` q I III III III III g I III III N1 III o % III III NI III a NI III NI III � III III NI IN - D I- I III III I III IN NI III 111 IN NI III RI � n NI III I e LEGEND SEWER • ELECTRICAL w, STORM DRAIN TELEPHONE — �P� MIRA COMA iN — __ — a GAS DIVE w WATER 7 — — — - - _ _ - - - - - - --- = ---- �a= _ —FIBER OPTIC CABLE TV m `� --= = -- - -- --- - - -- - -- ___ _ ------ --- - _ _ D , — - - - -- -- --= - - ' —� - - - RIGHT OF WAY m �r v wv EXISTING RETAINING WALL D 013+01) 14+00 . . r� PROPOSED RETAINING WALL 00 = R4Alp Lr722sas RANCHO VISTA ROAD 1�� �p M j S 18+00 TREE OR SHRUB O 0r — ---� — � — — — R R — _ J uj ROADSIDE SIGN 2a - + �^ N SIDEWALK DRAIN J VI `SS _ - -_ _ - - - - - - ---- ---- - -- - - -- -- - - - - ET a a. n s� .q TO BACK OENY1LKu'(AREA 3 OCATEI _ � � -mar— . � _ _— _ -- _ -- AREA 2 BO AREA 3 DD II �fOTNOT/CETOT/YECONTi¢4CTOiP :4SBU/LT' J�� 1�s �S ENCE AND LOCATION OF ANY UNOEROROUND UDLIIY PIPES OR STRUCTURES SHOWN ON DIAL TWO WORKING 77KSE PLANS WERE OBTAINED BY A SEARCH OF THE AVARABLE RECORDS APPROVAL OF THIS DATE BEFORE DAYS BEFORE PUN BY THE CRY OF 7DWECUU DOES NOT CONSRTUTE A REPRESENTATION AS TO THE RICE EXP YOU DIG ACCURACY OR CO.MPLEIENESS OR THE EXISWE OR NON-EXISIENCE OF ANY LADEROROUND U77UTY PIPE OR STRUCIURE W/TH/N THE UNITS OF THIS PRaIECT THE CONTRACTOR IS RENEWED BY .- RECORD FREE 1 UND SEVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTOIRRY ACAMS TO PROTECT THE URUTY UIVES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON IRIS PUN. CONSTRUCTION RECORD DATEBY REVISIONS ACC'D DATE HASIS OF BEARING HISPEC70R DATE JSCALE, SEALS Rk�f ASSIDB Designed By Drarn By Checked ByDATEi s. s-ol- CITY EIE TEMECULA DEPARTMENT OF PUBLIC WORKSDrawing No. � ` pL „ ARD GB RECOMMENDED BY: /THE CENTERLINE OF RANCHO VISTA ROAD ON EG T PRINCIPAL ENGINEER TANGENT SECTION BETWEEN STA DM9B.53 AND — STADS+39.B7BEINGNII°44'35'EASSHONMON No, 59602 �I �• 7� ACCEPTED BYi DATE� SdL�ec PROJECT NO. PWIL-2 PARCEL MAP NO. ,4395 IN BOOK 1210E PARCEL ^y° 1* 12-D-07 1 Imo- �� Date O1S T�7006 VILLIMIGHUGCS - AVLIN R. 0➢V RANCHO VISTA ROAD SIDEWALKOe4twotrV" MAPSAT PAC RDER*SDFSCE FlLE WITH THEwl \ `Q DIRECTOR DT PUBLIC VDRKS/CITY ENGINEER LAYOUT STA 08+50.00 TO STA 16+50.00 CWNTY RECORDER'S OFFICE. 9 y`MEMO CDT CAl\\� R.C.E. No. 59� Exp4es 12-31-tl7 3661T p5-3p-Dg ' imw R.CE No. ExpFws FF Sheet 03of D9 Li R:\CIP\PROJECTS\PW05\PW05-01 Rancho Vista Rd Sidewalk\AUTOCAD\PWO501 MASTER.dwg, L-2, 05/15/2006 2:43:55 PM CONSTRUCTION NOTES : 01 CONSTRUCT SIDEWALK PER CITY STD NO. 401. 02 PROTECT IN PLACE. • • _� 30 RELOCATE BY OTHERS. - - - - -- == _ _ =--= — =\ \ - -_ - - --- - --- - - - - - - - - - - - - - -- - -- - - - - - - -- ----- - -- - -- = ® CONSTRUCT ACCESS RAMP PER DETAIL A, SHTL-4. LL N �1 �a �\ - -- -- - - - 05 ADJUST TO GRADE. m " - )�.rrc -mac + W 17t00 m 3: 18+00 19.00 .�W J�)(- W/��Si' ob O RANCHO VISTA ROAD 20+00 N J © RELOCATE. N r _ �— — RMR �— 4ENn Ly END RELOCATE IRRIGATION BEG RELOCATE IRRIGATION— O 7 CONSTRUCT RETAINING WALL PER BHi 1. END RELOCATE IRRIGATION BEG REL IRRIGATION TO BACK OF RET WALL(AREA 4) TO BACK OF SIDEWALK(AREA 4)OR mTO BACK OF SIDEWALK(AREA3) TO BACK F T WALL (AREA 4) PONIER IA DWHIA �f l9 c RELOCATE IRRIGATION BEG RELOCATE IRRIGATION--'--- TO BACK OF SIDEWALKK 14) TO BACK OF SIDEWALK(AREA 5) FIRE HYDRANT 2 POLE `'� IA N�A1 ^'L = W 0 REMOVE. N + — I „ 1 2 s PULL BOX w ADELPHA 3 2 ROADSIDE SIGN 9 CONSTRUCT ADA ACCESS RAMP PER CITY STD NO. 402. - - - -- - - - - - - - - - - -- - - - --- -`` - - - - - -- - - -- - -- - -- - - - - - - - - - - - - - - - - X,. _ . � W Lu VIA DEL CAMPO ' x -- CCQ �/� a)8 R tNI TREE 3 8 EET SIGNTREE SHRUB Ill TREE TREEAREA 3 BACK OF I� t �O NOT CONSTRUCT D$ AREA 4 TREE TREE SDEWALK N CURB AT BACK OF� A klbb 'lli' �i II ° ACCESS RAMP, EXTEND AREA 5 4NaT1' c3 II = I WIDTH OF SIDEWALK TO d�F�¢ s o II I II 5; FACE OF RETAINING WALL II I -In keLn YpcK- . S III II llll � LEGEND • SEWER ELECTRICAL A STORM DRAIN — TELEPHONE — — — — — • GAS — — - ---�— - — — - - WATER — — - - - _ �_ �_ _— _ _ - - -- - - - - - -- -- -_ � ____ _ _ _ _ _ _ __ _ __ __ FIBER OPTIC - - — - - - -- - -- - - -- am CABLE TV _ ® - - - - - - ----- - - - --- - - - - RIGHT OF WAY C wv—vv EXISTING RETAINING WALL a PROPOSED RETAINING WALL m \ oo \\\� 23+00 v �`'� D n 21'00 •�� RANCHO VISTA ROAD\ 24i00 N J ? ( TREE OR SHRUB O \ �r _ �_. _ — I - - — ---�— �-\�— T.— R=2400', L=2228.44' — LU L END RELOCATE IRRIGATION BEG REL E RI TION IRRIGATION VA�V m !77 TO BACK OF SIDEWALK (AREA 5) TO BACK OF I WALK EA 8) 70 BACK OF SIGH CATCH BASIN _ 1 , , POWER POLE FIRE HYDRANT B ROADSIDE SIGN \ 2 W TI O VE CAN 5 2 „ TOJ'OFFSET FROM C FACE ROADSIDE SIGN 8 FSET FROM CURB FACE TO TOP Y � + — 4 — - - - —_ - - _ - - - — IF - - 5 TER METER u T 4 �_ < �s� . . ID9gCK OF 51 '2 + 8 R07�.aIDE81GN _ - V I P E - CANNISTER +� I i „ 4'MIN •• E -- 8'O 12.0' POWER POLE ICI Ill AREAS T AREAS ET SIGN 5 � NII NI IM III IN III III I „III III � I _ \ / IIII I IMI III III III IN III III NI III III III R� s NI IN III III ` III III „III III \\�JJ`/�j(p ' R D ( � T N NO11W IV )WjFCONTAZ4CTOB �"^'^""^"•"'^'" THE DDSTENCE AND LOGiTON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON / DATE DIAL TWO WORKING THESE PLANS HERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS RCE EAP. BEFORE DAYS BEFORE PUN BY THE CRY OF TEMECULA DOES NOT CONS71W A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENENFD BY.- TOLL TREE I-800-227-2600 URLII)' PIPf OR STRUCTURE WITHIN 71C LIMITS OF THIS PROTECT: 71 E CONTRACTOR IS A PUBUC SER.ACE BY UNDERGROUND SDMCE AIERI REOUNED TO TAKE ALL DUE PRECAUROWY MANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PUW. INSPEC70R DATE CONSTRUCTION RECORD DATE BY REVISIONS ACCS DATE BASIS OF BEARING SCALE SEAL 1N0([StTNt Designed By Drawn By Checked By Drawing No. A RECOMMEN➢ED BYl DATES S.Ir06 CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS Cm<ncta THE CENTERLINE OF RANCHO VISTA ROAD ON HorizontalR. pOLfl AND ARD GB G eU , NCIPAL ENGINEER TANGENT SECTION BETWEEN STA 00+99.53 AND v 9P L-3 STA 06439.81 BEING N47°41'35'E AS SHOWN ON 1ww�20E No. 59602 ACCEPTED BY, DATE, SJL•eL PROJECT NO. PW05-01 J GaPxtor PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL �` Ex pP-31-07 s '� Date 6 /S 2m6 WILLIAM G HUGHES RANCHO VISTA ROAD SIDEWALK MAPS AT PAGES 77 AND 78 ON FILE WITH THE Verticel AVLD1 R. ODVIAR I DIRECTOR OF PUBLIC VORKS/CITY ENGINEER COUNTY RECORDERS OFFICE. N/A £OT svBaz CAIY� R.C.E. No. Expires I2-31-07 Rte. rw. Express LAYOUT STA 1fi+50.00 TO STA 24+50.00 3rA:n oB-ao-oG sheet 04oT 09 R:\CIP\PRO3ECTS\PW05\PW05-01 Rancho Vista Rd Sidewalk\AUTOCAD\PWO501 MASTER.dwg, L-3, 05/15/2006 2:52:39 PM CONSTRUCTION NOTES: 01 CONSTRUCT SIDEWALK PER CITY STD NO. 401. 12- WIDE BORDER F2 PROTECT IN PLACE. PER CITY STD 402 -- --- -------- ---------------- ---- -- 03 RELOCATE BY OTHERS. - _ _ __ _ -__- 70. ® CONSTRUCT ACCESS RAMP PER DETAIL A, SHT L-4. A / m 05 ADJUST TO GRADE. �'� 70* s' r----- Al4 I © RELOCATE. - - - - - - - - 07 CONSTRUCT RETAINING WALL PER SHT RW-1. ry I O REMOVE. RADVIL A TYPE D CURB-6 s2 \ PER CITY STD 2O4A REMOVE EXCESS CURB \\ I I 09 CONSTRUCT ADA ACCESS RAMP PER CITY STD NO. 402. 'MIN \�\ 1 1.5%-2.0% \ I I \ I !"MIN SAVVCUf I I I 3/8"MAX LIP THROUGH OPENING A TYPE DiS CURB II; VAR 3/8'-6"THROUGH TRANSITION PER CITY STD ZDAA 11 I / 1 , I SECTION A - A II I II I LEGEND - - - II II I SEWER LAYOUT • ELECTRICAL — A STORM DRAIN DETAIL A — TELEPHONE e — GAS — w — WATER ACCESS RAMP — W — FIBER OPTIC NO SCALE CABLE TV - - - RIGHT OF WAY vwvv EXISTING RETAINING WALL PROPOSED RETAINING WALL TREE OR SHRUB _ _- _- -- - -- --- -- - - _ - _ - - _ - - - - - - - - - - - - - -- - - ------- - - - - - --- - - -- -- - --- - - -- DJ N 280 �� 28w0 �7 9+29.22 m n 25«00 RANCHO VISTA ROAD w RVl R=241iL=222B44- o z9wo m = - o co Z 6 IRRIGATION VALVES �� r m BACK FLOW PREVENTER TO BACK OF SIDEWALK 8 IRRIGATION VALVES + CA ASIN 1 PULL BO% 5 PULL BOX__vim M TO BACK OF SIDEWALK „J „�/ 12.0' - - - - - - -- - =3- - - - - - - - - - _ - - " PULL BOX TRAFFIC SIGNIAL . .I SCE CABLEI TREE REE 'E �— IGXIAL 8 E TF1EE ' - - / 2 \ � 1 30175 RANCHO VISTA ROAD - - J pO OLE ,! 2 IRE H1' / Pill 1 R TiELOCASII W LK(AR I PULL BOX fl1 TO CK OF SI WAIK ui � ill #It wl NOT/CETO MECIOAVT"CTOR S4SBU/LTe J�� THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES SHOWN ON OA E DIAL TWO WORKING THESE PUNS WERE OBTA/NED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE - EXP. BEFORE DAYS BEFORE PUN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENFA77ON AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY.. -227-2600 UDLITY PIPE OR STRUCTURE WITHIN THE Ull OF DNS PROJECT THE CONTRACTOR IS TOLL FREE i-800 A PUBUC SERVICE BY UNDERGROUND S-227 ALERT REOUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN CW INS PUN I INSPECTOR DATE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING j SEAL. 40.0I EgiTDN Designed By Drawn By Checked By Drawing No. A RECOMMENDED BYE DATE, is-l.�•Oi' CITY CIF T E M E C U L A DEPARTMENT [IF PUBLIC WORKS ControApr THE CENTERLINE OF RANCHO VISTA ROAD ON 1�l tl R. pOCe ARO AND GHJillillilim Si B PRINCIPAL ENGINEER w TANGENT SECTION BETWEEN STA 00+99.53 ANDx "A = PROJECT NO. PW05-01 L�F 71 — q� /. / ACCEPTED HY, — DATES 5 /�•we- STA 08�39.81 BEING NN°M85E AS SHOWN ON N0. 59602 � ' pS S 1L►6PARCEL MAP NO. 1l3851N BOOK 1210E PARCEL " Exp. 12-31-07 L Dnte vILLINA G. HUCHES a RANCHO VISTA ROAD SIDEWALK AV IN R. DBVIAR ➢IRECTOR OF PUBLIC WORKS/CITY ENGINEER Btookl MAPBAT PAGES RECORD7ANDTBCE FILE MATH THE ' q ? •. LAYOUT STA 24+50.00 TO STA 29+29.22 COUNTY RECOROER50FFICE. jF� CAU4� R,C.E. No, 596W Expires t2-31-07 RACE. Nix 3661T Expires 06-30-06 r ;beet 050�09 CONSTRUCTION DETAILS R:\CIP\PROJECTS\PW05\PW05-01 Rancho Vista Rd Sidewalk\AUTOCAD\PWO501 MASTERAINg, L-4, 05/15/2006 3:02:07 PM 110 110 " COL" PE I RETAINING WALL 52 LONG RWt 7F 8'2• IS8' B 8' Y-11• I R� =4' H =V H=T-4• H=4' N=4' H•94' N=2'F APPROXIMATE FO AT INT T APPROXIMATE FG OF SIDEWALK AT EXTERIOR_ TOP OF ALL CAP Nor SROW 1� ------- FACE OF WALL 100 PROPOSED SIDEWALK -- ------------ ------- - ON JOINT -------- EXIST C&G -11 PROPOSED RETAINING WALL OWN Z — J 9a.ss s%e NorBHOM w.6a 4" 6" MIN RW,•LOL so 10+00 +10 +20 +30 +40 +60 TYPICkL SECTION ELEVATION - - 17 NO SCALE HORZ 1" = 5' p5 BARS (a} 12• VERT 1 " = 5' 24• —_ - - r FOOTING STEP DETAIL GRAVEL BACKFILL 12" WIDE �b0 RANCHO VISTA ROAD MORTAR CAP M M M M 30AI STA 181•RVR•• 19.201E STA 10+02.171 'RWIN TBM ELE 100.00 K BLOCK CETE l #4 BARS @ 3211 O.C. LPPROPOSED SIDEWALK: SIDEWALTOWARD BACK OF WALL 2'-8" TO 4'-811 .-2" MIN CLEAR #3 BARS @ 116""V LONGITUDINALLY PLACED VERTICAL SPACING 4" DIA WALL DRAIN 1 1 3 1 . ' - 1----' - --- ---------------- ---------, @ 61INTERVALS 3 ------- ---- -------------- 1 SIDEWALK FIG STUCCO FINISH & PAINT Ilb8" TO MATCH EXIST RET WALL EP T #3 BARS VIA DEL CAMPO POCIo+52.17• DRWLOL= 1' - - - 38.00'iR STA 18+90.36t " 1 \ �X1S� ppO`N ColL 6� 6" c�/ DESIGN DATA r GROUT: fo = 1800 psi sw 6" MASONRY: Pm = 1500 psi; Pe= 24000 psi 104 2'-6n EARTH: Kw 30 pcf MAX REINF CONQ Pc= 2000 psi; P. = 24000 psi 4p = PGC 10 Do.Go r eEG RW La• EXIST RE WALL DENSITY = 120 plat MAX 45.18'iR ST 18.39.871•RVR' DETAILS MIN ALLOWABLE SOIL BEARING 1000 psf PLAN NO SCALE FOR DETAILS NOT ID SCALE 1 " = 5' N, REFER TO: MINIMUM REQUIREMENTS FOR RETAINING WALUSLOP/NG BACKFILL, CITY OF TEMECULA. � HORZ CONTROL: 6' OFFSET FROM FACE OF EXISTING CURB. WSBU/LTe �T AV77CEIV7Wh7CVA77AC1OB VERT CONTROL: ELEVATIONS SHOWN ARE RELATIVE TO TBM SET AT 30.42'+-R STA 18+27. 16± "RVR". ELE = 100.00. THE EXISTENCE AND LOGAR N OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON CA TE DIAL Two woRKINc THESE ALMS WERE DOWNED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE EXP BEFORE Days BEFORE PLAN BY THE CITY OF TEMECUU DOES Nor CONSTITUTE A REPRESENTATION AS TO THE RENEWED BY.. YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TOLL FREE 1-800-227-2600 it PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS A PUBLIC SERVCE BY UNDERGROUND SERVICE 1I1ERT REOUIRED TO TAKE ALL DUE PRECAUTIONARY MEWS TO PROTECT THE UTILITY LINES NOT OF THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. RECORD OR SHOWN ON THIS PLAN. INSPECTOR DAZE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL %i Us/ Designed By Drawn By Checked By r Drawing No, SCALE 010. R �qI Alpo Al GB RECOMMENDED BY: -/ DATES .S-/J-CYO CITY ❑� TEMECULA DEPARTMENT OF PUBLIC WORKS �\. .sN OpL ,. EG PRINCIPAL ENGINEER Contrsctar - THE CENTERLINE OF RANCHO VISTA ROAD ON Horizontal y c -- - - TANGENT SECTION BETWEEN STA 00+99.53AND EE _ 1 = c P L � �7 ACCEPTED BY� DATES S -Lt.• oC PROJECT NO. PW05-01 Inspec Ror - RWml STA 06+39.61 BEING N41"4435•E AS SHOWN ON 1 5 No. 59602 rNV' Date AS /5 zoey WILLIAM G. HUGIES RANCHO VISTA ROAD SIDEWALK PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL " Ex p 12-31-07 n�• •+'✓"�"+V C1V1�MAPS AT PAGES 77 AND ]8 ON FILE WITH THE Vortical A LIN R. ODV AR DIRECTOR OF PUBLIC VGRKSYCITY ENGINEER RETAINING WALL PLAN __ +,]� a�Q "u fgkua COUNTY RECORDER'S OFFICE. 1 'o = 54 9YF Of CAIY�� R.C.E. No, 596W Expires 12-31-07 RO.E. Na 317 Explrew i� Jie rQB„r 69 R:\CIP\PR0JECTS\PW05\PW05-01 Rancho Vista Rd Sidewalk\AUT0CAD\PW0501 MASTER.dwg, RW-1, 05/15/2006 3:26:24 PM 1 110 110 TYPE 1 PETAR4ING WALL S74•LONG ��pp '4 H=A H�3< IL H:/•-0• H�4' H 3V• H 2-0' Hsr�• H=r_—_g N r . APPROXIMATE FG AT R/W -- - - - INTERIOR FACE OF WALL APPROXIMATE FG RI TOP OF WA 6' � C, _ SIDEWALK AT EXTERIOR V FACE OF WALL CAP NOT SHOWNL;;'; sloN,aNr - ------ 100PROPOSED SIDEWALK TOPOFFTGELE-Bses- ---- __E%P EXIST CBLG S'X 8' KEY NOT SHOWN 98.58 -__ __ ��______________ 94,58 VXArK"NOTSHOWN - - - � - - 94M � PROPOSED RETAINING WALL 93.09 811011LOL I !"-XB'1(~Y NOT MOWN 411 sD 104M +10 +20 +30 +40 +Sg .70 90 6" MIN ELEVATION TYPICAL SECTION HORZ 1" = 5' 05 BANG Ir VERT 1" = 5' REBARs®,r NO SCALE _I FOOTING STEP DETAIL RANCHO VISTA ROAD GRAVEL BACKFILL 12" WIDE MORTAR CAP 30.12'+R STg18+27.18±'RVR"= ,B.ZOtI.STA 10+02.17±RW1' -- N1 TBM ELE 100.00 �EP PROPOSED1 CONCRETE SIDEWALKBLOCK #5 BARS aW LGL - - 21-8" TO 4'-8" -#4-BARS 32 BACK OF WALL 4 DIA WALL DRAIN 2" MI CLEA _ r --- @ 6' INTERVALS 3 �, --- - --- ------ #4 BARS - ---- ------- - --- ------------ - ---------- ---_---- I c SIDEWALK FIG e' +�`��R R ONGITUDINALLY PLACED " RTICAL SPACING Ell Z 811 !� #4 BARS VIA DEL CAMPO --- --- iM3 Bi4AR STUCCO FINISH 8E PAINT POC 70+87.28 " +G5,48 D w a. 1' TO MATCH EXIST RET WALL 38.00±R STA 18+p5,gS± g" s" DESIGN DATA sN r g" GROUT: to = 1800 psi POC 10+00.00"RWIm BEG RW LOL= MASONRY: fm = 1500 psi: fa = 24000 psi /5./8'±R STA 18+39.87±"RVR" 2'-6" REINF CONIC: fs= 2000 psi; f. = 24000 psi EARTH: K" =3BpeH*t43E 45 pcE MAX DENSITY = 120 pci MAX MIN ALLOWABLE SOIL BEARING 4009 pat PLAN DETAILS 1500psf SCALE 1" = 5' NO SCALE FOR DETAILS NOT SHOWN, REFER TO: MINIMUM REQUIREMENTS FOR RETAINING WALL./SLOPING BACKFILL, CITY OF TEMECULA. O HORZ CONTROL: 6' OFFSET FROM FACE OF EXISTING CURB. CCO NO" 1 v N07710EIV TRIECOATi CMAF VERT CONTROL: ELEVATIONS SHOWN ARE RELATIVE TO TBM SET AT 30.42'+R STA 18+27. 16± "RVR". ELE = 100.00. i4SBU/LT' THE IX/SMILE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON #TOLLMU 91-800-N227-260( NC. THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS DALE RE PUN BY THE CITY OF TEMECULA DUES NOT CONSTITUTE A REPRESENIARON AS TO THE RCE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-DITSTENCE OF ANY UNDERGROUND EAP ` NR(RY PIPE OR STRUCNRE W7M/N THE LINKS OF THIS PROJECT. THE COY/RICTOR IS A PUBLIC SEmnCE (h UNDERGROUND SERVICE ALERT RFOUWD 10 TAKE ALL DUE PREGI/ITONIRY MEANS !0 PR0IECT THE UTILITY LINES NOT OF RENEWED BY..- RECORD OR SHOWN ON R#SPUN THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. CONSTRUCTION RECORD DATEBY REVISIONS ACC'0 DATE BASS OF HEARING INSPECTOR pATE SCALE SEAL e0.0f EgJTRN Designed By Drawn BY Checked By om.0s ARO EXTEND RET YY4L1-,S LF UPS7ATNXi. a R. 'V! CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. THE CENTERLINE OF RANCHO VISTA ROAD ON Norlxm,ul tat N OpLf Ff ARO ARO GB RECOMMENDED BYi DATE W27A" ARD INCREASE VERT, HORZ AND FND REBgR, v c GREG BUTLER, PRINCIPAL ENGINEER TANGENT SECTION BETWEEN STA 00+99.53 AND ¢ p (nspvctor STA 08.39.e7 BEING N41°4435"EAS SHOWN ON o� - No. 59602 ACCEPTED BY. DATE PROJECT NO. PW05-01 RW-1 PARCEL MAP NO. 143951N BOOK 121 OF PARCEL 5 ERR L2-31-07 � Date DATE, G EUOES N fNeN MAPS AT PAGES 77 AND 78 ON FILE WITH THE VertkAl AVLIN R, DBVIAR •✓i nvn �Q DIRECTOR OF PUBLIC WORKS/CITY ENGINEER , RANCHO VISTA ROAD SIDEWALK COUNTY RECORDER50FFICE. 1 " C� qIF M. IAIY� svcoz ... .. (REV. 1) J R.C.E. No. Expires '2-3L-o7 ROE. Ift 36617 Expires, M_m .;.: ;::: ` RETAINING WALL PLAN ;he' 06"v 09 TCONTROL NOTES I N AND ED�M �N R � �E 4 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING FILTER FABRIC TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION FIBER ROLL SIDEWALK GRAVEL OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1 ST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATION) AND BAG ROADWAY ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, -------- DRAINAGE INLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. CURB ---- -r-�" _________.._____ CURB & OPENING GUTTER �P 3. DISCHARGER CONTACT INFORMATION: r___w SIDEWALK GRAVEL BAG (RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) SECTION D-D GRAVEL BAG 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (NOI) N.T.S. 50' FIBER RO CURB & MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE GUTTER CITY, AND A STORMWATER POLLUITION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY FILTER F Rlc GRAVEL BAG AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT www.ci oftemecula.or UNDER NPDES 50' INFORMATION. 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION. 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERMITERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. DETAIL DETAIL C 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100 %VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS FIBER ROLLS AT CURB OPENING GRAVEL BAGS (STRAW OR COCONUT), PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON PE SHALL N.T.S. DOWNSTREAM OF WORK AREA CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAUACRE, RESPECTIVELY,, BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE N.T.S. APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADE BERMS, FIBER ROLLS, SILT FENCES, GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. 10. ALL ON-SITE AND OFF-SITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE ----� FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL - TIMES. �3-�0Q 11.CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT _ .4N STATIONS SHALL BE PROVIDED ,FOR CONCRETE PAINTS AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK �,.�22� � RIGHT-OF-WAYS, AND DRAINAGE INLETES. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP PREVENTING tD ANY OVERFLOW INTO THE DRAINAGE SYSTEM. ISIA 110A 12.CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR C VAO RESIDENTIAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2 %, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT Att4 ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS, ROUTINE STREET SWEEPING SHALL BE WEEPERS BECOME INEFFECTIVE. FIBER ROLL PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET S PP ATI N F A PHALT SEAL COATS. HOWEVER DRAINAGE INLETS SHALL BE PROTECTED _ _ ___ __�- --� �-- --- � = EXISTING CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE ALIC O 0 S _ TO FILTE R R T H E W ° DRIVEWAY SHALL BE REMOVED FROM CHECK DAMS CHEVRONS SILT FENCES, DESILTING BASINS, STREETS, ON-SITE AND OFF-SITE FLOW LINES, �- _— --- - -- -- " _�- v 13.SILTAND DEBRIS . DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO ,RESIDENTIAL DEVELOPMENTS SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG _ -- --- --- ��: AND AFTER EACH STORM EVENT. FOR RE S -FENCE-CHEVRONS HEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY WHERE APPLICABLE. -- -- ° ° ° 0R SILT _ � � � � 14.DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT � IT DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED --- -- ' v - - ` (3600 CUBIC FEET OF STORAGE PER ACRE DRAINED}, EVEN IF THE SITE O S 0 QU . FROM THE BASI NS BETWEEN STORM EVENTS. _ � � �.�� � � � °�--�- � � � END PLACE FIBER ROLL 15,STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS INSTALLED. TEMPORARY EROSION AND SEDIMENT 4 4. ED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN ����'f °�` �� CONTROLS ARE REQUIRED © . INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. 16.MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TIOLETS, LIQUIDS, GELS, AND POWDERS SHALL BE STORED AWAY FROM STREETS, BEG PLACE FIBER ROLL SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A FORECASTED RAIN. 17.ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO °'` CONTAIN DISCHARGES. DETAIL D 18.THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. FIBER ROLLS AT LAKE VILLAGE 19,NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, OR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESS N.T.S. ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. 20.FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. THESE MEASURES INCLUDE: TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH PROTECTED OUTFALLS); EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX PRODUCTS; BLANKETS; PONDING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES. 21.SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. 22.THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN, THE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE D CONSTRUCTION. SPECIAL NOTES: DISCHARGER FOR CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING O . ALL STAGING AND STORAGE SITES SHALL EMPLOY SECONDARY CONTAINMENT. SEDIMENT, CONCRETE, CONCRETE LADEN WATER, AND OTHER WORK RELATED MATERIALS SHALL NOT ENTER THE GUTTER OR ROADWAY. FNd 9TICE rd 9 T11h r C4 7Nrm cralf C DETAIL B - PROTECTION AT CURB OPENINGS SHALL BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED. ���,L�' DETAIL C - DOWNSTREAM PROTECTION SHALL BE PLACED PRIOR TO BEGINNING WORK EACH DAY AND REMOVED AT THE END OF EACH WORK DAY. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DETAIL D - FIBER ROLLS AT LAKE VILLAGE SHALL BE INSTALLED PRIOR TO BEGINNING WORK IN THE AREA AND REMAIN IN PLACE UNTIL WORK IN THE AREA IS COMPLETED. DATE DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE REVIEWED BY: YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TOLLFREE 1 ---800--227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF INSPECTOR DATE RECORD OR SHOWN ON THIS PLAN. C❑NSTRU CTI❑N RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SEAL► DE ESS f Designed By Drawn By Checked By _ Drawing No. SCALE RECOMMENDED BY. � DATE: -I1-0 ❑CITY F T E M E C U L. A DEPARTMENT OF PUBLIC WORKS �c4'D�,�N R. p�yLr��y AR❑ AI AL AL ❑ LIC T A,t-0- CIATE ENGINEER THE CENTERLINE OF fANCHO VISTA fROAD ON Horizontal ,`� ... Contractor G, Q 9�p -•— -!(.• a C r PROJECT NO. PW05-01 TANGENT SECTION BETWEEN STA 00+99.53 AND _, �� DATE � ESCml 59602 ACCEPTED BY Inspector STA 06+39.61 BEING N41044'35"E AS SHOWN ON N/A N�' _ _�� � Date 0ly /s 0 WILLIAM G. HUGHES RANCHO VISTA ROAD SIDEWALK P PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL Vertical * EXp, 1� 31 AVLIN R. ODVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER MAPS AT PAGES 77 AND 78 ON FILE WITH THE ,�� CIVIC- tiQ EROSION & SEDIMENT CONTROL Date Canpleted COUNTY RECORDER'S OFFICE. 59602 12-31--07 36617 lay Sheet 07of 09 N,AoF C�1�-�� R.C.E. No, Expires R,C,E. No. Expires 06-30-06 � R:\CIP\PR0JECTS\PW05\PW05-01 Rancho Vista Rd Sidewaik\AUT0CAD\PW0501 MASTER.dwg, ESC-1, 05/15/2006 3:36:54 PM i t If n r ii It f! t ,t ! /t !t / r It +t J ,t , ,t tl �� ROND C"oRAN . - _.—�-- - _.i_ 4: -:P - '!.f - _ _ - �� �. P R C TE C T L�R B f .._ ^�- ~�~n-~^`meµ L• .`` r - -- {`- _f"`-•__ _ � �G E R DETAIL B 0° 11 (f / llff 0 r w0 Ar Lu ;04 r { 11 1 Al 1 4, 0 It PROTECT CURB OPENING ! r !' rI A -r LZ rx DETAIL B 1rl/ r r / k INSTALL FIBER ROLL T , CO) PER DETAIL D r r rr / / / / a N THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS B E FQ R E LL\ DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE DATE YOU DI RCE EXP. YOU DIG 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 REVIEWED BY. TOLL FREE 1 -800-227-2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS ES Desi ned B r SCALE Q�Q� SI py 9 y Drawn By Checked By Drawin No/ R, ' ARC] AR❑ AL RECOMMENDED BY. AA6 DATE: _ -11-n�z CITY ❑ T E M E C U L. A DEPARTMENT ❑F PUBLIC W 9� 4dWORKS Contractor THE CENTERLINE OF RANCHO VISTA ROAD ON AL ❑ Z,,I,,LASSOCIATE ENGINEERT Horizontal (� ,� L9 �ANGENT SECTION BETWEEN STA 00+99.53 AND TnspectarSTA 06+39.61 BEING N41°44'35"E AS SHOrM ON N' `� No. 59602 ,�; ACCEPTED BY _ DAT 5'��' c�C ►AE PROJECT NO. Pwo o� PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL Exp, 12--31-07 Date o3 is Zoo6 ESCm2 Date Cor#eted MAPS AT PAGES 77 AND 78 ON FILE WITH THE Vertical A LIN R. ❑DVIAR WILLIAM G/ HUGHES IRANCHO VISTA ROAD SIDEWALK COUNTY RECORDER'S OFFICE. qf DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER N/A FoF CA R/C/E, NO, 59602 Expires 1z--31-07 R,C,E. No/ 36617 Expires 06-30--06 �Orar'�`i •:•'�:�: EROSION & SEDIMENT CONTROL P � �* Sheet 08 of 09 R:\CIP\PR43ECTS\PW05\PW05-01 Rancho Vista Rd Sidewa1k\AUT0CAD\PW0501 MASTER,dwg, ESC-2, 05/15/2006 3:51:33 PM SUMMARY OF QUANTITIES SHEET NO. LOCATION 4" PCC SIDEWALK RELOCATE RETAINING WALL ACCESS RAMP ACCESS RAMP ROADSIDE SIGN H = 3 DETAIL A CITY STD NO 402 [SF] [EA] [LF] [EA] [EA] L-1 03+00 - 04+00 393 L-1 04+00 - 05+00 550 L-1 05+00 - 06+00 550 L-1 06+00 - 07+00 545 L-1 07+00 - 08+00 542 L-1/L-2 08+00 - 09+00 542 L-2 09+00 - 10+07 577 L-2 10+07 - 10+97 2 L-2 10+97 - 12+00 570 L-2 12+00 - 13+00 542 L-2 13+00 - 14+00 542 L-2 14+00 - 15+00 542 L-2 15+00 - 16+00 531 L-2/L-3 16+00 - 17+00 542 L-3 17+00 - 18+00 220 1 � L-3 18+00 - 19+00 278 53 1 L-3 19+00 - 20+00 542 L-3 20+00 - 21 +00 542 L-3 21 +00 - 22+00 143 � L-3 22+00 - 23+00 449 1 1 L-3 23+00 - 24+00 542 1 L-31-4 24+00 - 25+00 301 1 L-4 25+00 - 26+00 515 L-4 26+00 - 27+00 244 L-4 27+00 - 28+00 542 L-4 28+00 - 29+00 305 � TOTALS 11591 4 53 6 1 cc) � .�sBur�r� THE EXISTENCE AND LOCA770N OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AAA/CABLE RECORDS, APPROVAL OF THIS DATE BEFORE DAYS BEFORE PLAN BY THE CITY OF TEM£CULA DOES NOT CONSTITUTE A REPR£SENTAT/ON AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. TOLL FREE 7 -800-L27-2600UTILITY APE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT THE CONTRACTOR /S REVIEWED BY. A PUBLIC SERVICE BY uNDERGFCUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS l0 PROTECT THE UT/LIIY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA]E CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEALS &�FESS/p Designed By Drawn By Checked By C Drawing No, o� R. Nq� aao ARID GB RECOMMENDED BY. ` DATES � �s'�� CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor � N �p THE CENTERLINE OF RANCHO VISTA ROAD ON �1 �r `y GgEG B PRI CIPAL ENGINEER Horizontal ,�� , TANGENT SECTION BETWEEN STA 00+99.53 AND `'' Q' PROJECT NO. PW05-0'� Inspector STA 06+39.81 BEING N41044'35"E AS SHOWN ON col- N/A ,'�,, N0, 59602 r"., � ACCEPTED BY: �Z`� - — DATE S •�G•�<- Qwl PARCEL MAP NO. 14395 IN BOOK 121 OF PARCEL °` Exp, 12-31-07 Date � rs Zoo6 wILL[AM G, NUGHES RANCHO VISTA ROAD SIDEWALK Dote Corpeted MAPS AT PAGES 77 AND 78 ON FILE WITH'THE Vertical • ' AVLIN R. ODVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER g a COUNTY RECORDER'S OFFICE. '�TgjF CfVI� �0��`� 59602 12-31-07 36617 06-30-06 �.,;> '� SUMMARY OF QUANTITIES N/A Of CA�� R.C.E. NO. Expires _ R.C.E. 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"RVR" 110 110 -- -- RM EXIST RET LOL i $- _,EXIST � 38 R ,. , RNV � "RWl lv R/Vif WALL RET N "RuR" cri 38 R 4C f .. . . , - - 100 o� u-t � � L. l LOL R�iN � ' w �-` „RVR". 6 rn o "RW1" -` W°° W I I °' fl- �j cq EXIST MOW CURB �r c.J W v r ao v0 I N st 100 w o © ci �- �- W rn �p OG V N J �(7 p o -", N. w I ( W w w r- cn V- f - o OG A- I J w J on va �- 00 CURB Lu -i J; J W J J b od � U �� . � OG OG �i EXIST CD w W uJ W, J O� J U W w cn w EXIST O _.�, co PROPOSED w w EXIST O w w EXIST EW K J w _w uJ w _. J C&G �; VERIZON... _ - U SIDEWALK 100 _ TOP OF CUR C&G PROPOSED 100 � w w � � '� C&G � _.-- -----� � RETAINING WALL U PROPOSED �'�J ASSUMED 3 BELOW B �• VERIZON RETAINING ALL PROPOSED 1 R VERIZON --4-� ASSUMED 3'BELOW TOP OF CURB EXIST , O r PROPOSED 0.49'L ASSUMED 3' BELOW TOP QF CURB ..-r , C&G � � � SIDEWALK ASSUMED 3 BELOW TOP OF CURB PROPOSED 1`R VERIZON ACCESS RAMPRELOCATED LOL ASSUMED 3 BELOW TOP!OF CUR 3 L SCG A W TO BE SY VERIZON 90 SIDEWALK ASSUMED 3'BE SSUM LO OP OF CURB TO BE REL ERIZQN ASSUM D 25 BELOW PROPOSED E 3 L SCG 3 B LOW TOP F CURB QC ' BELOW TOP OF CURB TOP OF CURB 2'R SCE 1.57 L ASSUMED E Q 1 R ASSUMED 3 W 4.81'L SCG SIDEWALK 90 E TO BE RELOCATED BY VERIZON 2 5'L ASSU ED 2.5Y B _,_ AS ME 5 B OW P OF PHIA _�; f SU EL TO CURB 1. ► W_ BE RELOC 3 L SCG TOP OF CUR$ _._._� TED Y VERIZON� . A�SUMED 2.56 BELO TO � , ED 2.5 BELOW 2 R ASSUMED 5 BELOW TO TOP OF CURB OF CURB P OF CURB 2.5'B � _ 2.5 L ADELPHIA 1.5'R SCE TOP OFEC ELOW 2R SCE T BE RELOC TED BY SCE ASSUMED CURB AS$UME.Q 5 $ELOW TOP OF CURB 1.�3 R ASSUMED 5 BELOW TOP T , .-TO BE RELOCATED BY SCE.; ASSUMED 2.5 BELOW''. 4.27 L ADELPHIA QP OF 1.5'R SCE ASSUMED 5 BELOW TOP OF CURB .CUR ASSUMED 2.5'BELOW' 0.6;0'R ASSUMED 5' BELOW TOP OF CURB 2.5'L ADELPHIA 1.5 R ASSUMED 5 BELQW TQP OF CURB TOP!OF CURB TOP OF CURB TO BE RELOCATED BY SCE ASSUMED 2.V BELOW TOP OF CURB TO BE RELOCATED BY SCE ASSUMED 5' BELOW TOP OF CURB 90 90 -10 -8 -�6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 STA 10+10 RW1 STA 10+40 "RW1 " = 38.00'+-R STA 19+00.00+. "RVR" 38-00'±R STA 19+60-00± "RVR" 39.45'-+R STA 18+47.67± "RVR" 38.00'+.R STA 18+77.96±. "RVR" 110 110 LOL EXIST roi "RW110 R/W � � .RET EXIST RET cv 38"R v WALL � v LQL RNV o EXIST "RVR" RNVIr" % RW1 lq 0 n vl- oa . N ,� � L I _ „ W n � � MOW M u� RW1 0 o w w CURB (D o w © o o OG w � w I I � ww 11 : N a O �; w r~ o C> - ..,. OG I J EXIST MOW tURB-' _j CD .;-r ^ � � . W u i UJ (O W W W J J � (O op .;'"� J 4n (O o) W 'J r- ti J J J r» v W Q) rw N WW rM GO W W W �J W f w w �� o �- .J; 100 EXIST: w w w �� .,,.� w w .wa. � w � EXIST: O OG a� o� m CD J J W �,� (p J J W W _,�•�� C&G PROPOSED w. PROPOSED U w w .' �' _ C&G EXIST O ' 1 R VERIZON RETALNI�IG W LL 100 w w --- -- p RETAINING WALL C&G PROPOSED � �. AS UME T BELOW TOP OF CURB 100 U EXIST c ~ RE TAINING WALL PROPOSED _C&G LOL ASSUMED 3;BELOW TOFF OF CURB �"._..� K f ASSUM 1.D 3 BELOW TOP OF TAINING 1 R ASSUMED 3 BELQW TOP OF CURB 3'� SCG: . CURB PROPOSED TO BE RELOCATED BY VERIZONL PROPOSED � SIDEWALK ACCESS P , PROPOSED VR ASSUMED 3!BELOW TOP OF CURB SIDEWALK TO BE RELOCATED BY VERtZON 90 ASSUMED 2.5'BELOW SIDEWALK TO BE RELOCATED BY VERIZON TL SCG _-_ LOL ASSUMED T BELOW TOP OF CURES TOP OF CURB ' ASS 0.51 R UMED 5' BELOW TOP OF CURB_ 3 L SCG ASSUMED 2.5 BELOW ' T OF URB T BE RELOCATED BY VERIZON 2.5 ADELPHIA OCATED BY SCE MED►5� 2R SCE SSUMED 2-.5 2.5'BELOW' ' TC�BE RELOCATED 2 R ASSU BELQW O A 'BELOW TO BE RELOCATED BY SCE TQP OF CURB 2 R ASSUMED 5 BELQW TOP OF CURB ASSUMED ASSUME 5 BELOW TOP OF CURB TOP OF CURD25�1.5'R ASSUMED 5' BELOW TOP OF CURB ASS ADELPHIA BE RE-OCATED BY SEE TOP!OF CURB 1 5'R S r TO B RELOCATED BY SCE ASSUME 1.5 R BELOW TOP OF CURB ASSUMED 5 BELOW T 90 TO 2.5 t ADELPHIA 2.5 BELOW ASSUMED 5r B ASSUMED 2.5'BELOW' TOP`OF CURB OP OF CUR TO BE RELOCATED BY SCE 90 90 - ME OE QUE13 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 18 10+30 "RW1 " STA 10+52.20 "RW1 " = 38.00'±R STA 19+40.00± "RVR"STA 10+00 RW1 STA '+ 18+39-67± " " 38.00'±R STA 18+67.80± "RVR" 38.00'±R STA 18+90.36± "RVR" 45.46 .�R STA RVR I II R4-7 I-- 50' s AREAG RANCHO VIS TA DF W20-1 I� IiiiIl G20-2 v s-• p- •-•-a . . .p_____o . . __0. . _a . . --a . . .---o . . _ ..p . - p . . .p . .—.0 - . . p -- o - - o- - p -__ . . p.�.. . .p . . .p _ . . . . . g--_ - - —�_`_ �•_ _� �� i JO**.GI _ miff ms -- - ----- Ar G20.2 0$ C 1 7(35) C 17(35) \\ _ p C30 C30 C 17(35) ; f C30 ti q `"►- R4-7 / 150 TAPER , f Q - .. -0 1 1 � I p- -a. 13 MODIFY SIGNAL FOR C30 -. _ - W/B RANCHO VISTA DR. - } LEFT TURN POCKET PER I i IW4-1 \ 4 TRAFFIC ENGINEER. , I ' R —7 L 1 20 350 �,, �. ' . 40 SHIFTING TAPER 12, 0- v 10. MIN. _ 4 R4-7 3,50 C30 RANC �� � _„ �._ .�. w a . . . ..�..�. vqt4Pv__ IIIIIIIIIIIIIIIIIIIIIilililljllliI 0. IL MIN. _ F? -0 .� 7 5 VIA DEL CAMPQ 20-2 6 r 20-1 �A - p 3v,�,,,,, p IT 0 � PEACe • � � ~' 1.`•-__ MIN W2 0 " 1 20-11 1 •�.,,� W3 5A(35) C30 SIGN MOUNTED ON PORTABLE STAND - --- - �. _ W201 o 39" DELINEATOR f - ~ _•� 39" DELINEATOR W/PLASTIC SIGN _ I1z � a j G20-2 I TYPE 11 BARRICADE W/SIGN C30 SOLAR FLASHING ARROW SIGN ° .. imiN. ..1 ^1 C30 W20-1 W5-1W3-5A(35) ..W20 2 W1 4R W4-1 A R C30 ROAD G20-2 LANE 35 MPH R -._,. ROAD �..._ �.,' �' DETOUR TRAFFIC o WORK �, CLOSED NARROw� SPEED ZONE I ,- G20-2 AHEAD AHEAD AHEAD MERGE RIGHT - C1 7(END) W20-1 R3-2 R4-7 R4-71. R3.7LC17(35) C17 END( ) KEEP KEEP LEFT ROAD WORK END G20-2 SPEED LIMIT END RIGHT LEFT LANE GENERAL NOTES:1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MUST 11. ALL WORKERS SHALL BE EQUIPED WITH AN ORANGE VEST(OR REFLECTIVE VEST ® "'I'UR ROADWORK MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE MUTCD CALIFORNIA L �1LF ct�•r�;coRY� �- SUPPLEMENT, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AT NIGHT). ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A HARD HAT, LEFT SPEED LIMIT C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDEMENTALS 2. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. OF FLAGGING TRAFFIC. 12. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE PROJEcr A1cR.: �VUVe . 3. ALL TRAFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. COORDINATED WITH THE CITY OF TEMECULA'S TRAFFIC DIVISION, 48 HOURS P 7`GP 4. WORK HOURS SHALL BE RESTRICTED TO BETWEEN 8:30AM TO 3:30PM UNLESS APPROVED PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE CITY'S TRAFFIC DIVISION OTHERWISE. AT (951)694-6411. CITY OF TEMECIUA: 5. TRENCHES MUST BE BACK FILLED OR PLATED DURING NON-WORKING HOURS. 13. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS CHARTA TRAFFIC CONTROL PLAN 6. PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON THE PLANS, PER DAY AND 7 DAYS PER WEEK. MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING SIGN SPACING RANCHO VISTA DR. CITY OF TEMECULA 7. TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING 14. A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS �titL (EACH LANE) (TAPER) (TANGENT) ADVANCE OF TAPER , Iy PREPARED BY: DRAWN BY. WORK. OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. NAME: DATE. $BETWEEN SIGNS traffic lans.net SCALE 8. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER 15. ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF OF Apple Valle T. ROCKAFELLOW Q� �� 25 MPH 150 FT 25 FT 50 FT 160 FT PP p y Ca. 92308 O S' �� 12250 Kenora Road 1 "=409 REVISED ARRANCEMENTS ARE MADE. PUBLIC WORKS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC 4, a� c{`� 9. THE CONTRACTOR SHALL REPLACE WITHIN 72 HOURS, ALL TRAFFIC SIGNAL LOOP SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES 30 MPH 200 FT 30 FT 60 FT 200 FT 760-617-4372 DETECTORS DAMAGED DURING CONSTRUCTION. WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE '� � � t �- 7A NO-1801 � 35 MPH 250 FT 35 FT 70 FT 250 FT 10. THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OF STARTING CONSTRUCTION. �OR DAMAGED BY CONSTRUCTION WORK. (STRIPING MAY BE REPLACED TEMPORARILY 16. A SOLAR POWERED FLASHING ARROW BOARD SHALL BE REQUIRED ON ALL ARTERIAL 140 MPH 350 FT 40 FT 80 FT 350 FT FOR: ELITE BOBCAT SERVICE WITH TAPE). 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