HomeMy WebLinkAboutENG-2023-00184 SIP PLAN NO 23-271-23-274 CITY OF LAKE ELSINORE
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COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SITE LOCATION
STREET IMPROVEMENT PLAN
FOR 29970 CAMINO DEL NORTE 2T�Ps9T 9T�
F
ABBREVIATIONS BASIS OF BEARINGS s s
AC ASPHALT CONCRETE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM,ZONE 6,BASED LOCALLY ON CONTROL
(i&C/L CENTERLINE STATIONS ECFS AND LMHG NAD83(2011)EPOCH 2O17.50 AS SHOWN o0
P/L PROPERTY LINE HEREON.ALL BEARINGS SHOWN ON THIS MAP ARE GRID.QUOTED
EL ELEVATION BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE
EG EDGE OF GUTTER SHOWN PER THAT RECORD REFERENCE.ALL DISTANCES SHOWN ARE 9LF` N
EX. EXISTING GROUND UNLESS SPECIFIED OTHERWISE.GRID DISTANCES MAY BE
FL FLOW LINE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION
FACTOR OF0.999INGA WITH COORDINATES NOF129438 N:2193779.262, CONSTRUCTION NOTES
PH FIRE HYDRANT E:6233637.868,USING AN ELEVATION OF 1294.367'.
FS FINISH SURFACE
GB GRADE BREAK ECFS(GRID) LMHG(GRID) NO. DESCRIPTION QUANTITY UNIT VICINITY MAP
HP HIGH POINT N:2181264.260 N:2216314.611 /� N.T.S.
TC TOP OF CURB E:6208132.801 E:6214729.008 1 CONSTRUCT AC PAVEMENT WITH 4.5"AC OVER 8"AB,SEE DETAIL A ON SHEET 3 FOR PAVEMENT SECTION 10,737 S.F. GENERAL NOTES
TW TOP OF WALL ECFS(GROUND) LMHG(G 6.505 2 CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO.201
EP EDGE OF PAVEMENT ECFS(263.208 LMHG(GROU5 258 L.F.
RAN RIGHT-OF-WAY(ROW) E:6208130.659 E:6214727.420 3 CONSTRUCT 6'WIDE SIDEWALK PER CTIY OF LAKE ELSINORE STD.NO.210 1550 S.F. 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
4 RELOCATE EXISTING POWER POLE AND GUY WIRE PER SEPARATE PLAN AND PERMIT. 2 EA. SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE
PRIVATE ENGR'S NOTES TO CONTRACTOR 5 REMOVE AND DISPOSE OF EXISTING HEADWALL. 1 EA. ELSINORE DOESNOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
/ \ 6 CONSTRUCT CURB RAMPS AT COMM DWY PER CTIY OF LAKE ELSINORE STD DWG 118E COMPLETENESS TI THE LOCATION,NOR THE EXISTENCE OR NONEXISTENCE OF ANY
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,CONDUITS OR � �� AND DETAILS ON SHT 3 2 EA UNDERGROUND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE
STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY
RECORDS.TO HE BEST OF OUR KNOWLEDGE,THESE ARE NO EXISTING UTILITIES \ �TH 7 CONSTRUCT 8'X4'REINFORCED CONCRETE BOX(RCB)PER CALTRANS STD.DWG.NO. D80 49 LF. MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,
EXCEPT AS SHOWN ON THESE PLANS.THE CONTRACTOR IS REQUIRED TO TAKE DUE WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITY DAMAGED DURING THE
8 CONSTRUCT HEADWALL PER CALTRANS STD.DWG.N0.D84,TYPE"A 1 Ea PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE (SEE PLAN FOR HEADWALL DATA TABLE"H","L","M"&"N7 SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE.
DRAWINGS.THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY \
FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 9 REMOVE EXISTING AC CURB. 265 L.F. 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR
PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTRY OF
DRAWINGS. _ \ 10 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF LAKE ELSINORE 950 S.F. RIVERSIDE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE
STD DWG 118E W=24' ,R=20', SEE DETAIL SHEET 3 STANDARDS AND CODES AT ALL TIMES.
BENCH MARK 11 SAWCUT EXISTING ASPHALT PAVEMENT PER DETAIL"A"ON SHT 1 323 LF.
\ 12 GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT PER DETAIL"A"SHT 1 969 S.F. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS
THE BENCHMARK FOR THIS SURVEY IS CORS STATION ECFS,ELEVATION / PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION R UGH FRIDA . EXT.241
13 REMOVE EXISTING ASPHALT PAVEMENT 646 S.F. BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM MONDAY THROUGH FRIDAY.
2739.725'(NAVD 88.) CONSTRUCT RCB TRANSITION STRUCTURE PER RCFC&WCD STD TS302(LENGTH=55) 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS
THIS IS A CONTINUOUS GPS STATION AND IS PART OF THE CALIFORNIA / 14 (JOIN TO EXISTING 6'X5'RCB PER CONSTRUCTION NOTE#16) 1 E' TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS
SPATIAL REFERENCE SURVEY COMPUTED 11-11-17 FOR THE APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL
CALIFORNIA DEPARTMENT OF TRANSPORTATION.VERTICAL DATUM IS \ 15 INSTALL CONCRETE BACKFILL OVER PROPOSED RCB WHERE DEPTH OF COVER IS LESS 81 C F REQUIRE IMMEDIATE WORK STOPPAGE.
TO THE GEODETIC REFERENCE POINT(GRP.)THE ANTENNA IS AND THAN 2',UTILIZE CONCRETE TYPE 480-C-2000
ASHTECH 701945B_M WITH SCIT DOME.TRUE VERTICAL ANTENNA PARCEL 1 16 SAWCUT EXISTING 6'X5'RCB AT PROPOSED JOIN POINT, INSTALL#3 BAR DOWELS 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
HEIGHT IS FROM THE GEODETIC REFERENCE POINT TO THE BOTTOM APN 377-200-045 \ 012 O.C.INTO THE TOP/FLOOR/WALLS OF THE EXISTING RCB MIN EMBEDMENT= 18") 1 EA REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
OF THE ANTENNA PRE-AMP(BPA)AND IS 0.027 FEET. (EXTEND RCB WITH TRANSITION STRUCTURE PER CONST NOTE�14)
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
ACCESOR PARCEL NUMBERS \ NECESSARY RELOCATION LEOF AST 8 HOURS
UTILITIESPRIOR TO BEGINNING
NOTIFY WORK.
ALL UTILITY
21 REMOVE EXISTING CONFLICTING 4"SOLID WHITE STRIPING 265 L.F. COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.THE
22 APPLY 6"THERMOPLASTIC SOLID WHITE 49 DIAGONAL LINE AT 20'SPACING 331 L.F. CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT 8-1-1
R.O.W.LINE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
377-200-045 23 APPLY 6"THERMOPLASTIC SOLID RIGHT EDGEUNE PER CALTRANS STD.PLAN A20B, DETAIL 278. 303 L.F.
— 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
47 APPLY 8"THERMOPLASTIC SOLID CHANNEUZING LINE PER CALTRANS STD.PLAN A20D,DETAIL 38 135 L.F. WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER
OWNER/DEVELOPER 48 INSTALL TYPE M(R)ARROW THERMOPLASTIC PAVEMENT MARKER PER CALTRANS STD.PLAN A24A 2 E.A. MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE
/ / BEGINNING OF CONSTRUCTION.
HONEYWELL USA / 49 INSTALL R3-7 SIGN 1 E0.
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO
—.honeywell.com PAVING THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER,WATER,
CHARLOTTE,NC 28202 _ STREETS /d CAMINO DEL NORTE SHEET INDEX TELEPHONE,ELECTRICITY,GAS,AND DRAINAGE FACILITIES.
47
/ SHEET 1: COVER SHEET,NOTES,VICINITY MAP,&INDEX MAP 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN
HECATE GRID LLC T- JeAURANSR.ItY✓
SHEET 2: CAMINO DEL NORTE STREET IMPROVEMENTS AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED.SECTION
w .hecateenergy.00m SHEET 3: STREET CROSS SECTIONS,SO PROFILE AND DETAILS THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY.
CHICAGO,IL 60661 STATE OF CAWFO R N IA I—1 5 SHEET 4: SIGNING AND STRIPING PLAN 10.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND
/B
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL
INDEX MAP NOTIFICATIONS BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE
REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY
ENGINEER'S NOTES NOTE:THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY
FORTY-EIGHT(48)HOURS PRIOR TO STARING CONSTRUCTION OF EXCAVATION: THE CITY ENGINEER.
CONTRACTOR AGREES THAT HE SHALL SHALL ASSUME SOLE AND CITY OF LAKE ELSINORE 1-(951)674-5170 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING GENERAL TELEPHONE 1-(800}227-2600 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER.
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION
THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-(951)-674-3146 OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED.
SAFETY OF ALL PERSONS AND PROPERTY.THAT THIS REQUIREMENT MR.ART KNOOP
RAW R/W 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK SOUTHERN CALIFORNIA GAS COMPANY U.S.A.) 1-(800}227-2600 DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE
HOURS,AND THAT THE CONTRACTOR SHALL BE LIMITED TO NORMAL I (100') SOUTHERN CALIFORNIA EDITON COMPANY(U.S.A.)I 1-(800}227-2600 CONTRACTORIDEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE
WORK HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, 3 -7 1-(800}227-2600 OF INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FORM (22') (78') I UNDERGROUND SERVICE ALERT(U.S.A) ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL
ANY AND ALL LIABILITY,REAL OR ALLEGED IN CONNECTION FOR rn i TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR (8) (14) 19.6' 38.4' 20' PLANS.
ENGINEER. c=i SAWCUT AND REMOVE 13.IF ENCROACHMENT'PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF
o3 z EXIST. PAVEMENT 1 MIN CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR I EXISTING N J SEE GRIND & OVERLAY
6' 12" 2'MIN.OR AS SECTION OF THE IMPROVEMENT PLANS.
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH DETAIL HEREON 2:1 MAX DIRECTED BY
SURFACE EXIST.PAVEMENT
OF AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE THERE SLOPE_ I INSPECTOR NEW PAVEMENT
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.THE - -
s CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ---- --
�� MEASURES TO PROTECT THE UTILITY LINES AND STRUCTURES SHOWN 8"CURB & 6' SIDEWALK PER
,E, AND ANY OTHER LINES OR STRUCTURES NOT ORE CORD OR NOT GUTTER PER CITY CITY STD. 210 (TYP)
SHOWN ON THESE PLANS. STD. 201 (NP)
E GRIND 0.10'MIN.
7
EXIST. PAVEMENT AND
THE CONTRACTOR SHALL VERIFY THE LOCATION,DIMENSION AND OVERLAY 1"MIN.
CONATION OF ALL UTILITIES AND SHALL REPORT ANDY TYPICAL STREET SECTION -CAMINO DEL NORTE PAVEMENT GRIND &OVERLAY DETAIL
DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE N.T. Is
ERSC 06/21/ZO23 MB A
COMMENCEMENT OF WORK. ENG-2023-00184 �y��e
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS pROTESSIOKq� COVER SHEET, NOTES,VICINITY MAP SHEET
AND HAVE BEEN FOUND ACCEPTABLE �w P�LEN yq o`^c &INDEX MAP CITY OF LAKE ELSINORE
Stantec m 29970 CAMINO DEL NORTE., 4
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EMONR HABIB,RCE No.83156 DATE s,9�OF ATE:
NTS ON TITLE SEE SURVEYOR'S NOTE STREET IMPROVEMENT PLAN
PROJECT No.
CITY ENGINEER _ — DATE: O6/15/2023 185805133
CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24)
23-271
20.46'ON CURB
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- - - SCALE:
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ZEN di. VERT: 1" = 4'
1136+00 1135+50 1135+00 1134+50 1134+00 1133+50 1133+00 1132+50
' \ D'
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I 5 S :_- — — ------ _ EXISTING PUBLIC DRAINAGE EASEMENT — — — PROPERTY LINE
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`_•< .i _____ ___________________________________________EXtS
,�_ fER-FiRADING PERMIT _ _______ _ __ __ ______ ___ __ .--_____-_-___ c ______ EASEMENT
----- ----fCPC=2022-{3048------------------ --- ------------------------ TMIG-PRIVATE DRAINAGE EAS
--------- -------------------------- -------------------
------------
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____p_�__.�_._-7 _ __________— STREET CENTER LINE
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PAVEMENT SECTION
ti/ .^� '�� e a ^�` 2 CONSTRUCT TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. N0.201 WATERLINE �
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EXISTING 6 X5' STORM 4 RELOCATE EXISTING POWER POLE AND GUY WIRE PER SEPARATE PLAN AND PERMIT.
DRAIN RCB TO REMAIN X CALTRANS R.O.W. So-REMOVE AND DISPOSE OF EXISTING HEADWALL
CONSTRUCT CURB RAMPS AT COMM DWY PER CITY OF LAKE ELSINORE STD DWG 1186
---------- ____ AND DETAILS ON SHT 3
ST A O F /// I A 2` To-CONSTRUCT 8'X4'REINFORCED CONCRETE BOX(RCB) PER CALTRANS STD.DWG. NO.D80
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CONSTRUCT HEADWALL PER CALTRANS STD.DWG.NO.D84,TYPE"A".
+ (SEE PLAN FOR HEADWALL DATA TABLE"H","L "M"&"N")
+ 9 REMOVE EXISTING AC CURB.
GRAPHIC SCAI ----- 10 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF LAKE ELSINORE
E
20 0 20 80 --- / ---- _ STD DWG 118B W=24 ,R=20, DEFAIL SHE
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— — -----' jCT5
------------- - 12 GRIND AND OVERLAY EXISTING ASPHALT PAVEMENT PER DETAIL"A°SHT 1
t ( IN FEET ) /i // ERSC 06/21/2023 MB
1 inch = 20 ft. - // // REMOVE EXISTING ASPHALT PAVEMENT ENG-2023-00184
-- u
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS SHEET
pROFESSlO
AND HAVE BEEN FOUND ACCEPTABLE �w P�LEN soc STREET IMPROVEMENT PLAN&PROFILE CITY OF LAKE ELSINORE 2
® Stantec 29970 CAMINO DEL NORTE
38 TECHNOLOGY DRIVE,SUITE 100 OF 4
RVINE,CA 92618 No.5seoa SCALE: BENCH MARK: SHEETS
L I cv"y 8-3-2023 �9923.6000 stantec.com * F'o "/31/24EMON HABIB,RCE No.83156 DATE ,j9O `\ �� 1"=20' ON PLETSTLE SHEE SEE EIRVEYOR'S NOTESTREET IMPROVEMENT PLAN
PROJECT No.
CITY ENGINEER — DATE: 06/15/2023 185805133
CITY OF LAKE ELSINORE DALEN R.C.E.59808 (EXP.12/31/24)
23-272
19.60' 3840' _I19.60'-. -. 38:40' 19.60' 38.40'
19.60' 38.40
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- C PAVEMENT NEW AC
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PAVEMENT AC PAVEMENT PAVEMENT EXISTING ROAD NEW AC
AC PAVEMENT PAVEMENT
T 1135+97:9 STA 1135+69.64 1290- S A 1 3 +4 .08 STA 1135+23.97 1290 STA 1134+98.71 STA 1134+75.76
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STA1133+04.62 STA1132+90.04 STREET CROSS SECTIONS - CAMINO DEL NORTE c
HORIZ: 1"=20' VERT: 1"= 4'
- ----------- CAMINO 10+00 10+25 10+50 4.5"ASPHALT CONCRETE
�� ----------------------------------------------- (1293.32 TW) TOP OF WALL---------- DEL NORTE ROPOSED F.S OVER
'---______________________ _______ ,I EXISTING HEAD STORM DRAIN PRO 8"CURB= 1293.64
TD- ----- ---- --- `L (1294.06 E.O.P.) 293.80
-- 1295
---------------------
'n o_ __ - _-r HERE COVER <2Ff
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_INSTALL OR-ARMOR
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�_ -1 - Z -- FTJX s to 0 o-
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-------
-1285
- -
TRANS. 6" CF TO 0" M 1.2%. -T M TRANS. 6 CF TO 0 CF q,97 TYPE 'A" oN. .e>
1 1295.63T FS H = 7.0' z z xz a RE E UPPER 12" OF SUBGRADE SOIL SHOULD BE SCARIFIED, MOISTURE
02TC 95.47FS 1295.13E 5TC L- 15.0' �m in^ + ENTRY CONDITION TO SLIGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT,
1295.78T ^
1295.52FS 12 M = 15.0' z^ AT 4% AND RECO PACTED TO A DRY DENSITY OF AT LEAS 95% OF THE
1295.28F5 .:<' to rn
V296.32 1 T o � 1 .913TCFS 1294' 4T N = 0.0' wxr a-s• din TRANS wmN MAX SLOPE LABORATORY MAXIMUM. BASE MATERIAL SHOULD ALSO BEPREPARED
TC/FS 0"CF __ =:' .44FS ANGLE OF FLARE = Ode STRUCT 47.13 LF 8' x 4 ' RCB - PER RECOMMENDATIONS IN GEOTECHNICAL REPORT.
1294
1295.25FS- -- ... . .:. . .: ..`. 1294.63FS 9 vi
11.50' _ - 11.50 __
A D E .-..._B R E A-K - \ --
1 95,24
AC PAVEMENT SECTION DETAIL
i/+4 EE HEAEWAL�OA A A
F$. f EE N T: o SNP 8X48 TABLE HEREOF, k
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REQN.*. _ --
: .. _ _ NOT TO SCALE
y
1699. 69 69% 169% /� _ 45 NV
e
H
R
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P
1o.Do' 16.1s' 31.45 18.35' zso' A� °F�o / _ � � CONSTRUCTION NOTES
G
1 59 1294.32Bs p ypT 4 5� REMOVE AND DISPOSE OF EXISTING HEADWALL.
1296.20 1295.40 TC 0"CF TC 0"CF TC 0'CF TC 8"CF .9 � , � `. -
TC 8"CF TC 0"CF ------- ----
GRAPHICSCALE ------- -- _ - 7� CONSTRUCT 8'X4' REINFORCED CONCRETE BOX (RCB) PER CALTRANS STD. DWG. NO. D80
-- -----�� --
10 0 10 20 40 T
EXISTING 6'X5' s 9610+ 10+20 10+ _ as _, 'o g� CONSTRUCT HEADWALL PER CALTRANS STD. DWG. NO. D84, TYPE "A".
� RCB TO REMAIN) - - - - __--� f
\ ( IN FEET ) (SEE PLAN FOR HEADWALL DATA TABLE "H", "L", "M" & "N")
-- - - -inch = 10 rt. V �\ 3. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF LAKE ELSINORE
7 ��� �� ��� v 10 STD DWG 118B W= 24' , R= 20', (SEE DETAIL SHEET 3)
1 s2.o
s 14 67 sa my A\10+ 1�0 1 14 TW $ 14 CONSTRUCT RCB TRANSITION STRUCTURE PER RCFC&WCD STD TS302 (LENGTH = 5.5')
� 1287.31 Iry (JOIN TO EXISTING 6'X5' RCB PER CONSTRUCTION NOTE #16)
X JOIN EXIS 6'x5' RCB \ �(JD TRANSITION STRUCTURE _
E BEGIN TRANSITION STRUCTURE j BEGIN'8'x4' RCB �� 15 INSTALL CONCRETE BACKFILL OVER PROPOSED RCB WHERE DEPTH OF COVER IS LESS
CURB RAMPS DETAIL AT DRIVEWAY THAN 2', UTILIZE CONCRETE TYPE 480-C-2000
(PER CITY OF LAKE ELSINORE STD 118B) C STORM DRAIN LINE "A" PLAN & PROFILE B SAWCUT EXISTING 6'X5' RCB AT PROPOSED JOIN POINT, INSTALL #3 BAR DOWELS
16 ®12"O.C. INTO THE TOP/FLOOR/WALLS OF THE EXISTING RCB MIN EMBEDMENT = 18")
HORIZ: 1"=10' HORIZ: 1"=10' ERSC 06�21�2023 MB
(EXTEND RCB WITH TRANSITION STRUCTURE PER CONST NOTETHESE PLANS 14)
MARK REVISIONS APPR. DATE APPROPRIATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:
QROFEss�oy�X STREET CROSS SECTIONS, SHEET
AND HAVE BEEN FOUND ACCEPTABLE �`��,P�`E"�q �, STORM DRAIN PROFILE AND DETAILS CITY OF LAKE ELSINORE 3
Stantec Q o m 29970 CAMINO DEL NORTE 4
' 38 TECHNOLOGY DRIVE,SUITE 100 W N..59808 z SCALE:
8-3-2023 RVINE,CA 92618 * E.o cv31/24 BENCH MARK: OF SHEETS
9.923.6000 stantec.com s Q 1"=P0' PLEASE SEE SURVEYOR'S NOTE
REMON HABIB,RCE No.83156 DATE l9�OF `�F�O� ON TITLE SHEET. STREET IMPROVEMENT PLAN PROJECT No.
CITY ENGINEER _ -- DATE: 06/15/2023 185805133
CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24)
ENG-2023-00184 23-273
LEGEND:
PROPERTY LINE
STREET CENTER LINE
EASEMENT
EXISTING 4'STRIPE TO REMAIN
- --- ---- - EXISTING STRIPE TO BE REMOVED
PROPOSED STRIPING
NEW AC PAVEMENT
0 NEW CONC.CURB.GUTTER
AND SIDEWALK
STRIPING NOTES
a-REMOVE EXISTING CONFLICTING 4"SOLID WHITE STRIPING
491APPLY 6"THERMOPLASTIC SOUD WHITE 45'DIAGONAL UNE AT 20'SPACING
APPLY 6"THERMOPLASTIC SOUD RIGHT EDGELINE PER CALTRANS STD.PLAN A208,DETAIL 27B.
APPLY 8"THERMOPLASTIC SOUD CHANNEUZING UNE PER CALTRANS STD.PLAN A20D, DETAIL 38
INSTALL TYPE IV(R)ARROW THERMOPLASTIC PAVEMENT MARKER PER CALTRANS STD.PLAN A24A
INSTALL R3-7 SIGN
0
°' 6 PN 77-200-04
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--__-_-__- ON-SITE IMPROVEMENTS
PER GRADING PERMIT EXISTING PRIVATE DRAINAGE EASEME
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M
�, R.O.W. LINE L R.O.W. LINE
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23 23 ® 48 (fX. 4"SOLID WHITE STRIPE
/ � \ TO REMAIN
SOLID WHITE STRIPE P1 EXIST.4'SOU a 47 (EX. 4"SOLID WHITE STRIPE EXIST.4"SOU
WIDE DASHED YELLOW LINE) WHITE STRIPE W/4'WIDE DASHED YELLOW Ll ) m 21 WHITE STRIPE
/ TO REMAIN o o 0o TO REMAIN o
+ + + 90'STRIPING TRANSITION 8o
—
LLo a EX CENTERLINE WIDE W/4"(WIDE DASH HED YELLOW LINE)
N C M I N O N N CAMINO DEL NORTE EX
D L N N N O RT E _ _
TO REMAIN
�EX CALTRANS R.O.W. (EX 4"SOLID WHITE STRIPE
-.- � — — TO ffMAIN71
— —
(EX. 4"SOLID WHITE STRIPE
TO REMAIN S T A T E OF C A L I F O R N I A
GRAPHIC SCALE
20 0 20 as 80
IN FEET )
1 Inch = 20 rt. ENG-2023-00184
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: QQvESSlOy� SIGNING AND STRIPING PLAN SHEET
AND HAVE BEEN FOUND ACCEPTABLE yQ`�p P,LEN�yq CAMINO DEL NORTE CITY OF LAKE ELSINORE 4
Stantec o T% 29970 CAMINO DEL NORTE 4
38 TECHNOLOGY DRIVE,SUITE 100 N. 131Z2 SCALE:
7/26/2023 VINE,CA 92618 BENCH MARK: OF SHEETS
9.923.6000 stantec.com �^ ,si3,iza
BRAD TE: 1"BROPHY,RICE No.84899 DATE J}9 ��T =20' PLEASE SEE SURVEYOR'S NOTE PROJECT No.
CITY TRAFFIC ENGINEER __ -- OF vi`�F� DA ON TITLE SHEET. STREET IMPROVEMENT PLAN
CITY OF LAKE ELSINORE DALE A. ON R.C.E.59808 (EXP.12/31/24) 06/15/2023 185805133
23-274