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HomeMy WebLinkAboutStreet improvement plans 32337 -1 GENERAL NOTES — IMPROVEMENT PLANS IN THE CITY OF LAKE ELSINORE (a) CONTST�RUCTION gNOTES AND QUANT�ITFY EST�IMATEAS45 CT O CONSTRUCT 030'A.C.OVER 0.50-A.B.CL.II 5.414 SF 117 TON/100 CY TRACT N O. 323�37 CONSTRUCT TYPE 'A-6'CURB G GUTTER PER RIV.CO.STD.[�.1 4,188 LF 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORTHESE PLAN SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. APPROVAL OF O4 CONSTRUCT 4'THICK SIDEWALK PER RIV.CO.STD.N0.4(XI G 401 (W-89 44,188 SF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY O CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE SRO.BOB P,879 BF UNDERGROUNO UTILITY.PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPE © CONSTRUCT 4-THICK P.C.C.ACCESS RAMP PER RIV.CO.STD.403,CASE A. 8 EA OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGE FUMING THE STREET I M P R O V E M E N"' PLANS PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING O7 CONSTRUCT STREET NAME SIGN PER LAKE ELSIHORE STD.DWG.201 8 EA AGENCY BY THE CONTRACTOR AT HIS EXPENSE. NOT USED 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST CONSTRUCT CATCH BASIN PER RIV.CO.STD.DWG.300 G EDITION)AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S GUTTER DEPRESSION PER RN.CO.STO.DWG.311,CASE B 8 EA RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR FORTY-EIGHT (48)FOURS PRIOR TO ICI f0 REMOVE BARRICADE 69 LF BEGINNING ANY WORK. CALL FOR INSPECTION AT (951)674-3124 EXT.247 BETWEEN THE HOURS OF 9:00 -N 11 REMOVE A.C.BER4/DIKE 442 LF A.M. AND 4:00 P.M.,MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRAN5 TRAFFIC MANUAL AND PARCEL I PLR O SAWOUTT AND 7FREM VNE EXISTING IS DEDGE PAVING DETAIL ON D PLANE 2 MIN OVERLAY 525 LF WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS EET 2 REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WOW STOPPAGE. 1-y J\'I 3r�336 O REMOVE A.C.OVER A.B.PAVEMENT 2,810 9F 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE f J UUU PARCEL 8 P�q 14 PROTECT IN PLACE JOB SITE AT ALL TIMES DURING CONSTRUCTION. P,Jv1 3233 15 CONSTRICT FOSSIL FILTER PER RIV.CO.STD.DWG.300A (HOA MAINTAINED PER CC6AS) 2 EA 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATIO4 OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 UTILITY TRENCH 3,595 LF HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CALL --- UNDERGROUND SERVICE ALERT (USA)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. / INSTALL STREET TREES 110 EA TRACT D„�sz.a cFs-/ 33 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND BOUNDARY `• RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE -�i\ - OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. \k \3 �(a•4 CFa OPENfACE / °�" 6 PARCEL 3 B. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET 3w 51 ORS! 35 \ SECTION. INCLUDING BUT NOT LIMITED TO SEWER,WATER TELEPHONE,ELECTRICITY,GAS;AND '�,TUpR�ACT 5%s�_y�- 30 DRAINAGE FACILITIES. A r \\\j/��4p�\ 9w � �0��z 16QCFS-\ \ P,J\il 3 J�711 l 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH 98 [ BB /✓� �\, •T•., �� „ ..,\ �y �-y ry f�/ ry r1 GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING .. ` y �� / "'"" ,/— _�_1'� 41� ���� \ \ \ rJvJL7 L�U1 L� L PURPOSES ONLY. , i• - 16 / I � �' IQ I� 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED // \ >'k ' b M �\27 PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS \ 1`)j� // SD ( T _ R• r• i \B3 / r' /I tr THE CITY ENGINEER FOR APPROVAL PRIOR TO TFE FINAL ACCEPTANCE OF THE PROJECT. I ,/ \ Q l� / /�„ ���, \ Q I GEw �� D --�/` jam/ "� \ �\ Pr�R(vl'.L f PER TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF 'AS-BUILT'PLANS SUBMITTED TO 4� ` I D r ED�- k �� � ; P JvJ. 3233�' LEGEND 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACE (� \ / \ TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED ' '/� \4'- 9 T�Bp/ y� / i 1. -1 \ a5\ / � TO THE CITY ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. �� S., a4/ \,( / �� Bo__ _ + PROPOSED STREET SIGNS 42. AN ENCROACHMENT WIEF CERTIFICATE OF INSURANCE AND REOUITRED TOR/DEVE OPER PUBLIC IIMF+H VEMENTS. �-` � \4 `� /� \ I ._--..... -a� I --/ �� `��� '/ TRACT IN 58 -.,� I IT ALL BE REQUIRED FOR ALL TRUCTION WOW DONE N PUBLIC CITY ENGINEER OR RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE ct \ 7 �� - I 1 _ t ,- I -.: �'9 �/{��Q'. ; l - - --_ a1 1 S'S �� a¢\ -.._... BOUNDARY � THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF / d °-14 / ( I p'rT I �_. IDGF' p1 \••.,' 102 '� -� / of ...__si7)1�..._ _....) :.�"-- ,�-S "1 RIGHT OF WAY (ROW) PROJECT CONSTRUCTION WITH APPROVED SET OF IN PLANS. 1� / I fl OG ��O 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT N0. B OFFICE OF CALTRANS,PLEASE G H� '�-��� MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. -130 CFa f T I -7 17 —— CENTERLINE (l:L) 16 14 .. -_ ..... .. Sp y, 500�� aD lib I O PROPOSED STREET LIGHT TRACT—--- 107 �Q 104 103 foe lof ii I I (PER STREET LIGHT PLAN) BOUNDARY -. 0y. l06 SET 7 .� I -qm 12. OPEN AV" ® EXISTING STREET LIGHT 30 W` «m �`• CENT RIDGE DR = ,•\e 3OPEN SPACE TR 'E30�n, �4� y' 316 PARC 1 PEER EL r _ TACT PJ11, 33� _ 94 ARY Y- .. r - TRACT 3233-1 NOTICE TO CONTRACTOR BASIS OF BEARINGS 15 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES. BASIS OF BEARINGS IS THE EAST LINE OF PARCEL 3 OF STRUCTURES ETC.)SHOWN ON THESE PLANS (MAIN LINES ONLY -NO SERVICE PARCEL MAP NO.31011 ON FILE IN BOOK 206 OF PARCEL SITE RE WESTWIND LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MAPS AT PAGES 50-52, INCLUSIVE,RECORDS OF RIVERSIDE INDEX MAP oR• MEMBER AGENCIES AND A APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER COUNTY,CALIFORNIA.BEING NORTH 00'26'21"EAST. ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE 1V LOCATION SHOWN. SCALE: 1"= 150' n F o THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 9 v y�• DEVELOPER THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON - o PRIOR TOTHESE ANS.LOCATIONS OF UTILITIES COMMENCEMENT OF CONSTRUCTION. K. BE VERIFIED BY THE CONTRACTOR TR LAKESHORE K.HOVNANIAN FORECAST HOMES ��� Fy TR v,��789 1500 S.HAVEN AVENUE,SUITE 100 i 31917 30788 DR. CALL UNDERGROUND SERVICE ALERT (U•SA) 1-800-227-2500 AT LEAST 2 WORKING ONTARIO,CA 91751 GAYS PRIOR TO EXCAVATION. (951)271-5800 INDEX OF SHEETS yICKER-CANY O THE GUANTITY ESTIMATE SHOWN HEREIN) IS FOR THE USE OF GOVERNING AGENCIES PA IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID SOILS ENGINEER TITLE SHEET I ST.LINCOLN PURPOSES. OQ. _N_ �I ALBUS-KEEFE G ASSOCIATES INC. TYPICAL SECTIONS 2. 1011 N.ARMANDO STREET J� ANAHEIM,CA 92006 > Qti Qo STREET PLAN 3- 8 DATEATE OFF PRELIMINARY GEOTECHNICAL �Q 74 INVESTIGATION FOR TR.32337 11/10/2004 $Q TWO WORKING GRAPHIC SCALE 1°=150 VICINITY MAP \ N BEFORE DAYS BEFORE YW OIG YOU DIG TOLL FREE 1-600-227-2600 NTS A PUBl1C SERVICE BY �q0 4V 12/23/K' 0 15D 3oa qEo UND[ROROUND SERVICE AIERT NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS "AS BUILT•• CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE Esa1 1.I�i JLL IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT My1 lE1J 3788 MCCRAY ST. REVIEWED BY: RCE-------- DATE ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE <°@ RIVERSIDE CA. 92506 TRACT NO. 32337 GRADING PERMIT HAS BEEN ISSUED. ISSUED. g p e s o c [ A x a s (951) 686-1070 9 INSPECTOR DATE STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR y/ NO.C71aa2 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. r^'� oU�I I 20FT SCALE: BENCHMARK: TITLE SHEET OF 6 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CRY APPROVAL OR KEN SEUMALO, R.C.E. NO. 56915 DATE 4? cTv1� PREPARE[] BY: DAN LE M. LOGSDON H: AS SHOWN V N/A FORDUR DETERMINING ANON,THE PRIVATE ACCEPTABLE SOLUTION SR SHALL BE AND REVISINGRTHE DNSIBLE I REAMS DATE BY MARK REVISIONS APPR. DATE CITY ENGINEER "l'a pdF CITY OF LAKE ELSINOFE BM 8-NAVD2 FOR: W.O. F.B. FILE NO. FOR APPROVAL BY THE Cm. ENGINEER CITY CITY OF LAKE ELSINORE DATE L4'A Q R.C.E. NO. C71582 DATE: ELEV.- 3383.72'.EST. i2/95,NAv029 K.HDVNANIAN HUES O4-0401 1.NLie1l—