HomeMy WebLinkAbout11-048 OFF-SITE STREET IMPROVEMENT PLANS
FOR LEGEND OF ABBREVIATIONS AND SYMBOLS
~ T.C. TOP OF CURB H HEIGHT
FLOWLST CONTOUR
2 S U M M E R LY PHASE 2 F.L. GRADE NE AK DW1 DRIVEWAY 100- PROP.CONTOURG.B. GRADE BREAK N.T.S. NOT TO STALE
�070 R.G. ROUGH GRADE C.B. CATCH BASIN RIGHT OF WAY
2$ SHEET FLOW RATE
LAKESHORE DRryEON Rp� TRACT NO. 31920-1 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE __ GRADED SWALE
INV. INVERT OF PIPE A.B. AGGREGATE BASE
EMLOCK.. STREET__. V.C. VERTICAL CURVE C.F. CURB FACE --�- CENTERLINE
CITY OF WILDOMAR _ _ SWALE HIGH POINT
o B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE
o MAf.4GA c COUNTY OF RIVERSIDE E.VC. END VERTICAL CURVE C.Y. CONCRETE FLOWLINE
B.C. BEGIN CURVE C.Y. CUBIC YARDS FIRE FT LIANT
GHT
STATE OF CALIFORNIA E.C. END CURVE ELEY./EL. ELEVATION O STREET UGNT
- P.C.0 POINT OF COMPOUND CURVE WATER METER
a MIN. MINIMUM � CATCH BASIN&LOCAL DEPRESSION
\ MAX MAXIMUM
{ { �/( �\4 `� { { 1 � P.R.C. POINT OF REVERSE CURVE EXISTING EDGE OF PAVEMENT
OLIVE ST. § 4 / {/ { { 4 �' { a { P.I. POINT OF INTERSECTION R.C.P. REINFORCED CONC.PIPE
PROJECT / 4 / 4 4 { + ^ ��� a 4 TYR TYPICAL CONSTRUCT AC OVER AB
S� e n { '� v E.P. EDGE OF PAVEMENT
{ d' k {(/ 1 4 LP. LOW POINT x 12.3.5 EXISTING SPOT ELEVATION
/ { 4 4 / \4\ 4 4 H.P. HIGH POINT SO STORM DRAIN
LEMON STREET 4 4 4 .1 4 4 J 4 4 B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER REMOVE AC PAVEMENT AND BASE
< 4 4 4 a 4 4 E.C.R. END CURB RETURN SS SANITARY SEWER
{ 4 4 / 4 1 4 4 MO.V.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER -------- TRAFFIC SIGNAL CONDUIT
{
4 { t 41 4 4 { 4 0 4 4 4 8D.C. ON CURB 1 PIN. PORTION CENTERLINE
?6� BLVD. BOULEVARD
RD. ROAD/ MOTH
VICINITY MAP` BUNDY CANYON {! 1 4 ` ®� 4 4 4 4 4 4 4 W LENGTH AS'TAVEE
STREET
NOT TO SCALE Q /�") \ = { DR. DRIVE
GENERAL NOTES J.S. JUNCTION STRUCTURE
4 4 4 { 4 �� 4 �- M.H. MANHOLE
4 RA RIGHT-OF-WAY
4. a a 4 4 4 a
1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOC417ON OF ANY UNDERGROUND , �p � B O 4 4 4 4 4 SHEET INDEX
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A qr 4 .44 4 4 ,�4
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF 4LAKE ELSINORE AND ACCEPTANCE OF THESE BY THE CITY OF 4
DOES NOT CONSTRUTE AA REPRESENTATION ASPLANS TO THE ACCURACY ORLR COMPLETENESS y, 1 4 4 4 4 4 SHEET STREET PLAN DESCRIPTION
OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. 4 4 { 1 TITLE SHEET
THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES � 4 4 O o d 4 2 CONSTRUCTION NOTES AND DETAILS
FORTHE PROTEC71N OFALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN I °
N THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF 0 4 4 4 4 {
THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE 3 CORYDON ROAD STA. 19+92.55 TO STA 25+62.81
4 UTILITY PLAN
GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE.
SHEET SIGNING AND STRIPING
2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD - - - - - OF
SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS Z "° ❑ 4 5 SIGNING AND STRIPING PLAN MISSION TR AT CORYDON RD
OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBIL17Y TO BE O I I - -
FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. h 6 TRAFFIC SIGNAL PLAN MISSION TR AT ORATION RD
WW {�
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)677-7751 FOR CITY
MLDOMAR R(951)674-3124 EXT 247 FOR CITY R LAKE ELSINORE BETWEEN THE
HOURS R 9:00 AN.TO 4:00 P.M.MNDAY THROUGH THURSDAY. I I
4. CONTRACTOR SHALL MAINTAIN 7)bA M CONTROL IN ACCORDANCE WITH CAUFRN14
MUTCD AT ALL TIMES WRING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR
HIS REPRESENTATIVE. FAILURE TO DU SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. II
5. T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
6. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
NECESSARY RELOCATION R ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE GRAPHIC SCALE
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 400' 0 200' 400' 800' 1600'
1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED ENGINEER NO
PRIOR
OF
WORK AREA,AND LSIN AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INDEX MAP -
INFORM CITY
ELSINORE AND CITY OF WILDOMAR OFCONSTRUCTION SCHEDULE CITY OF WILDOMAR GENERAL NOTES
PROR TO THE BEGINNING CONSTRUCTION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
& ALL UNDERGROUND FACILITIES AND LITERALS SHALL BE IN PLACE PRIOR TO PAVING COMPLETE RESPONS161 TY FOR JOB SITE CONDITIONS DURING THE COURSE OF SCALE: 1„=400'
THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE, CONSTRUCTION,INCLUDING SAFETY R ALL PERSONS AND PROPERTY. THIS 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR 5. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
ELECTRICITY,GAS,AND DRAINAGE FACILITIES. WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD LEGEND FOCONTRACTOR
NCENCROACHMENT PERMIT FOR ALL WWORK PERFORMED WITHIN MAR PUBLIC WORKS THE CITY OF WILDOMAR STANDARD N0.816.
9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN BY THE THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, 6. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE CITY OF
CONTRACTOR AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT r WILDOMAR,PUBLIC WORKS PRIOR TO OBTAINING AN ENCROACHMENT PERMIT
SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. EXCEPTING FOR LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF THE O AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL
OWNER OR ENGINEER. =STREET IMPROVEMENT SHEETS CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF 7. ASPHALTIC EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND CONSTRUCTION ACTIVITIES FOR THIS PROJECT.ADDITIONAL STUDIES DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING.FOG SEAL AND
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER R RECORD SHALL BE ALL UNDERGROUND UTIWTIES OR STRUCTURES,REPORTED R FOUND N AND/OR PERMITS MAY BE REQUIRED. PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON
NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND PER SQUARE YARD RESPECTIVELY.ASPHALTIC EMULSION SHALL CONFORM TO
IN THE FORM OF'AS-BUILT'PLANS SUBMITTED 70 THE CITY ENGINEER FOR APPROVAL PRIOR EXTENT,THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF SECTION 37,39 AND 94 R THE STATE STANDARD SPECIFICATIONS.
TO THE FINAL ACCEPTANCE OF THE PROJECT. IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE THE PROPOSED WORK AREA,AND RELOCA77ON COSTS OF ALL 8. AS DETERMINED BY THE CITY OF WILDOMAR CITY ENGINEER, THE DEVELOPER IS
ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF EXISTING UTILITIES PERMITTEE MUST INFORM THE CITY OF WILDOMAR RESPONSIBLE FOR MINIMUM ROAD IMPROVEMENTS AS IDENTIFIED N THE PLANS,
UNDERGROUND UTILITIES R STRUCTURES NOT REPORTED R INDICATED ON OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE,
11. ALL EXISTING MONUMENTARN DISTURBED OR DESTROYED DURING CONSTRUCTION PUBLIC RECORDS,R THOSE CONSTRUCTED AT VARIANCE WITH REPORTED R BEGINNING OF CONSTRUCTION. PHONE (951)677-7751 FOR PERMIT AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. RECORDED LOCATION. THE CONTRACTOR IS REWIRED TO TAKE DUE CASES(C.U., P.U., P.P., OR VOLUNTARY) CURRENT ASSIGNED TRAFFIC INDEX.
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES R STRUCTURES, 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY
SHOWN AND ANY OTHERS FOUND AT THE SITE. T SHALL BE THE CONTRACTOR'S 9. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF PLAN TH
THE PROJECT BEFORE ACCEPTANCE IS GRANTED. OF WILOOMAR PUBLIC WORKS IMPROVEMENT STANDARDS AND
RESPONSIBILITY TO NOTIFY THE OWNERS R ALL UTILITIES OR STRUCTURES SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE CONCERNED BEFORE STARTING WORK SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE N0.461 AND THE PROJECT AREAS,OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES,
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE SUBSEQUENT AMENDMENTS. UPON THE REQUEST OF THE CITY OF WILOOMAR,CITY ENGINEER OR HIS
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,R 4. ITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DESIGNEED TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICRN
INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, OF THE DEVELOPER.
MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. THE PREPARER OF THESE PLANS. AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE 10.EXISTING STORM DRAIN PIPES/CULVE77S MUST BE REPAIRED, AND/R CLEANED
TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE CITY OF
THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ACCEPTANCE OF THE PROJECT BY THE CITY OF MLDOMAR. 41LDOAIAR PUBLIC WORKS.
ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS 11.FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY,PROOF OF
DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. ACCEPTANCE BY THE PUBLIC WORKS DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CNSTRUCTION.
SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE DEPARTMENT IS FOR THE AREA WITHIN
JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CITY OF WILDOMAR R ONLY
ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS
AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH MS 4123 IP 060166
HAZARDS. SOIL ENGINEER: OWNER-
\ DIAL TOLL FREE CITY OF WILDOMAR SOILWORKS,INC. McMIWN SUMMERLY,LLC GRAPHIC SCALE
1-800-227-2600 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. EARTH SCIENCES GROUP P.O.BOX 8104 w .❑
CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR DEPARTMENT OF PU C W 3130 AIRWAY AVENUE
Ar IEAsr ixro wYs SAN DIEGO,CA 92186-5104
BEFORE YOU DIG TO BIDDING FOR CONSTRUCTION. COSTA MESA,CA 92626
�❑ T(619)794-1252 BASIS OF BEARING: CENTERLINE OF CEREAL STREET,BEING N52'S2'48'W,
ACCEPTED ATE: PH:714 668-5600 BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE INTERSECTIONS
o uwmxomuro sBaa rum of sounaRN cnuFowlu www.soilworksinc.com F(619)336-3010 I w I
OF CEREAL STREET AND STNEMAN STREET AND CEREAL STREET AND i moti= ao' tc
/ 12/20 f1f CORYDON STREET.
e WATER//SEWER APPROVED BY REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: // CITY OF LAKE ELSINORE
ELSIN6RE VALLEY MUNICIPAL WATER DISTRICT p�FEss/ WILSON MIKAMI 3 PETERS CANYON, SUITE 110
iv zo i/ SHEET
CORPORATION IRVINE, CA 92606 SUMMERLY-TRACT NO.31920-1
SCOTT M.WILSON DATE T: 949-679-0090 OFF-SITE STREET IMPROVEMENT PLANS
a GENERAL MANAGER DATE: H N°.a9884 RCE N0.49884 EXP. 9-30-12
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE TITLE SHEET OF
g c.c- APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK:
DEPARTMENT APPROVALS RIVERSIDE BENCHMARK N0.'NORTH
OF. rELEV.IN ERSEC IO BRASS CORYDON ROAD/MISSION TRAIL 6
"1 J? LIVIL �� THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T'INTERSECTION OF
DESIGNED BY: KAM DESCRIPTION DRAMA BY: KAM 9`� CALIF hil. O1 to DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS
N ENGINEERING WATER SUPERINTENDENT WASTE WATER SUPT. CHECKED BY: CC PROJECT MANAGER: SCOTT M.WILSON REN A.SEl1MAL0 R.C.E. 56915 CITY ENGINEER R MISSION TRAIL W.O. FOR: F.B. FILE NO.