HomeMy WebLinkAbout15-045 to 15-057 STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS
ti
N FOR LC. TOP OF CURB H HEIGHT 100 EXIST. CONTOUR
FL FLOWUNE ELEV. DWY.SUMMERLY DEVELOPMENT - DDA PHASE D G.B. GRADE BREAK N.T.S. NOT TO SCALE
- 100---_ PROP.CONTOUR
�OqD R.G. ROUGH GRADE C.B. CATCH BASIN — RIGHT OF WAY
LAKESHORE CGN ROAD TRACT NO. 31920-1 F.S. FINISH SURFACE A.C. ASPHAL77C CONCRETE 2R SHEET FLOW RATE
DRIVE ENV. INVERT OF PIPE AR AGGREGATE RASE GRADED SWALE
CENTERLINE
V.C. VERTICAL CURVE C.F. CURB FACE — SWALE HIGH POINT
s HEMLOCK STREET CITY OF LAKE ELSINORE B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE
WLINE
�/ �/� E.V.C. END VERTICAL CURVE - CONIC CONCRETE A FIRE
HYDRANT COUN 1 1 OF RIVERSIDE B.C. BEGIN CURVE CUBIC YARDS
STATE OF CALIFORNIA E.C. o STREET LIGHTrD. END GQRYEJQ' ELEVATION o WATER METER
P.CC POINT OF COMPOUND CURVE MIN MINIMUM � CATCH ti4SlN&LOCAL DEPRESSION
- - P.R.C. POINT OF REVERSE CURVE MAX. MAXIMUM EXISTING EDGE OF PAVEMENT
OLIVE Sf: / _ _ \\l P.L POINT OF INTERSECTION R.C.P. REINFORCED CONC.PIPE
j / .t » E.P. EDGE OF PAVEMENT TYP. TYPICAL ;:
-- „' CONSTRUCT AC OVER AB
`� i, '�•= a x 123.5 EXISTING SPOT ELEVATION
l i 2 LP. LOW POINT
-� \, H.P. HIGH POINT SD STORM GRAIN
T I -- _ ' F�- B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER ® REMOVE AC PAVEMENT AND BASE
LEMON STREET _ i , I _- T ' i ��� CR. END CURB RETURN_ SS SANITARY SEWER
PROJECT E
L :
�� RW RECLAIMED WATER
S� M.O.V.C. MIDDLE OF VERTICAL CURVE -------- TRAFFIC SIGNAL CONDUIT
,A O.C. ON CURB CENTERLINE
VICINITY
/� 1 p7N, pORTIpN BLVD. BOULEVARD
YICINI 1 1 MAP .� t� _ ^ v W WIDTH AVE. ROAD
a / >t/ \ V AV AVENUE
NOT TO SCALE L LENGTH'- d �,� �� - sr. STREET
- - r, � w �• � J.S. JUNCTION STRUCTURE OR. DRIVE
RIGHT-OF-WAY
GENERAL NOTESNHOLE M.H.M H R/w
- 1. N07E TO CONTRACTORS 174E EXISTENCE AND LOCATION OF ANY UNDERGROUND b x
UTILITY PIPES OR.STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A rr /'`� ' {�
- SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF - + - jr %r - T / -
LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE \�,. ,y L A !�� /�% !�'�
1 � T
ACCURACY OR COMPLETENESS OF 174E LOCA710N,NOR THE EXISTENCE OR . fj ��,'�^ ��
NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN. T �� \ / �� INDEX OF SHEETS
THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL .r 'y ��� � 1 r' ��'4l" i�� ;✓`% 1 '�� 1
< /
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES R�' E` y, ;' ,. U i T \ s ,�' �r' Q ..� LLT - SHEET NO. STREET PLAN DESCFWTICIN
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY �`' y
1 TITLE SHEET
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR S
r/
REPLACED TO THE S4BSFACTION OF THE GOVERNING AGENCY BY THE �r - "5 < � - -:�� 'a r - / 2 STREET SECTIONS&CONSTRUCTION NOTES
CONTRACTOR AT HIS EXPENSE
Tnt �\ ` 4
�' 3 CONSTRUCTION DETAILS
�/
_ 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD
4 DIAMOND DRIVE STA. 48+32.78 TO 56+00.00
SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING ,,s rr, A -I / A ,v �, r� �� /,^-
OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE ��i � � r / ----�' A \ � _ .�� -\ f/ `��� 5 DIAMOND DRIVE STA. 66+00.00 TO 62+41.90
FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. _ -
> A' -T 6 _ VILLAGE PARKWAY STA. 23+11.40 TO 29+00,00
Tom,
1 ,
3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS 7 VILLAGE PARKWAY STA. 29+00.00 TO 32+93..
PRIOR 70 BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124 EXT.247
S SIGNING AND STRIPING PLAN
BETWEEN THE HOURS OF 9:00 A.M.TO 4:00 P.M.MONDAY THROUGH FRIDAY.
9 STORM DRAIN LINE "H"STA. 10+00.00 TO 19+00.00.,
4. CONTRACTOR SHALL M4INIAN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS -
TRAFFIC MANUAL AND WA.T.CH. MANUAL AT ALL TIMES DURING CONSTRUCTION AS J $ _� Ali 1 +" _7� I I A7.:, _ - 10 STORM DRAIN LINE "H"STA 19+00.00 TO 26+00.00& '
APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALLSTORM DRAIN LATERALS "B32A"& "8328"
REWIRE IMMEDIATE WORK STOPPAGE.
STORM DRAIN LINE "H"STA. 26+00.00 TO 31+70.91
5. IT SHALL BE 174E CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE - »^ % ,,, r / -
REPRESENTATNE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. _ - T 12 STORM DRAIN-LATERAL PROFILES
@$ T T --
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE VILLAGE PARKWAY-PARKWAY GRADING
NGE FOR THE - {,�- - ,, �� r ��f � r � _ ,
NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL U77UTY
COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. E ° - #
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT v', f- \ - f+CT 3i920r1�
- -
1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST
INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING
OF CONSTRUCTION - 1 TRACT 3ie2o;is �� _
/4=1:5�C �I I `�' Q CF
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING
THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER,TELEPHONE - ® A"- _ �Q,4.9 CFS O'EF�S^ -
ELECTRICITY,GAS,AND DRAINAGE FACILITIES
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER --1. ✓' _ `.� _ r �L ,C 3 �6-1 —TRACT BOUNDARY
ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS
SHOWN ARE FOR BONDING PURPOSES ONLY.
10. ALL EXISTING UNDERGROUND U77LIITES AND STRUCTURES MUST BE POTHOLED AND �„'�- 3�CF
ELEVA71ONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE TRACT sNs20-1e
`r /.,
NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REWSIONS SHALL BE ENGINEERS NOTICE'
_ IN THE FORM OF"AS-BUILT'PLANS SUBMITTED To THE CITY ENGINEER FOR APPROVAL PRIOR
TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON "„`y; �( A FS,
PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
11. ALL EXIS17NG MONUAIENTA71ON DISTURBED OR DESTROYED DURING CONSTRUCTION EXTENT, THE OWNER,BY ACCEPTING THESE PLANS-OR PROCEEDING WITH THE /�� -
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ' v cT ip2C�7� LEGEND
- r u
CENTERLINE TIES ARE TO FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
=� 1`
THE PROJECT BEFORE ACCEPTANCE/S GRANTED. UNDERGROUND UT1LI77ES OR STRUCTURES NOT REPORTED OR INDICATED ON - -
PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR ,Q3 9 CFy
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE �� ( C tt - =STREET IMPROVEMENT SHEETS -
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE PRECAUTIONARY MEASURES TO PROTECT THE UIIUDES OR STRUCTURES,
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF SHOWN AND ANY OTHERS FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S
INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL U71LMES OR STRUCTURES
MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL 71ME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK. =STORM DRAIN IMPROVEMENT SHEETS
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR _
13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO C17Y OF. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL INDEX MAP
LAKE ELSINORE STANDARDS No. 501&FOR RESIDENTIAL STREETS SHALL CONFORM TO CHANGES TO THESE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY
CITY OF LAKE ELSINORE STANDARD No. 501. THE PRLPARER OF THESE PUNS. SCALE: 1„=400'
THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF
ENGINEER'S NOTICE" ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS
DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER: OWNER:
SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF 774E SOILWORKS, INC.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR EARTH SCIENCES GROUP McMILLIN SUMMERLY, LLC
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUI7E 200
CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS SAN DIEGO, CA.92106
` REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH COSTA MESA,-5 00 T. (619) 794-1252
WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. (714) 688-5600 F (619)336-3010
THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANITTIES PRIOR www.soilworksinc.com
ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT TO BIDDING FOR CONSTRUCTION.
EXCEP77NG FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE jjf)h G I/ 6/17/1-S
OWNER OR ENGINEER.
a REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 9 CORPORATE PARK, SUITE 100 CRY OF LAKE ELSINORE
- - QROFESS/qy� 729 �S VVILSON MIKAMI IRVINE, CA 92606 TRACT NO.�20-1 SHEET
SCOTT M.WLSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE D
'� DIAL TOIL FREE RCE NO.49884 EXP. 09/30/16 T: 949-679-0090 1
�r 1-aoo-227-2so0 " „�.49884 A TITLE SHEET OF
nT LEAsr rxo onrs * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: M
E= NIM110 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS N
BEFORE rou ac 51%r BYs9 CIVIL �@ STA WS, ND.A PERMIT CAN BE ISSUED. / �DA
DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEEFS
ten' cusnBear, DESIGNED BY: WMC DRAWN BY: MAC a` CALIF /G �I�LT l S' CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON KE?H.RUItAVuM..RCE - CITY ENGINEER OF MISSION TRAIL W.O. FOR: F.B. FILE NO. —
ESTIMATE OF
WEST EAST 011310113 AND STRPNG NOTES QUANTITIES
R/W R/W 10 PAINT 4"DASHED WHITE LANE LINE PER CALTRANS STD.PLANS,PLAN NO.A20A,DETAIL 9. 1,545 L.F.
16' 112' (R.O.W. 16' R/W R/W 10 PAINT 8"SOLID WHITE Cf1ANNE7JZING LINE PER CALTRANS STD.PLANS,PLAN N0.A209,DETAIL 38. 645 LF.
LV/pgCApE I NO PARIfI ALLOWED N LANDSCAPE 72 R.O.W.
LAB 16' 33, 7' 7' 33' 16, N LIAILOT 18, PARKING ALLOMD 18' ®—PAINT 6'SOLID WHITE BIKE LANE LINE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 39. Z410 L.F.
BY HOA. MEDAM BY H.O.A. VARIES T 5'YAM 18, 18, VAR1 5' 1 VARIES 10 THERMOPLASTIC"STOP PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D 2 EA
6' 13' 14' 14' 13' 6' N LANDSCAPE SV PW PIN SW LANDSCAPE f0 INSTALL SIGN PER CALTRANS SIR AS N07ED ON PLAN 64 EA
i �K� LANE LANE LANE LANE i -
MAII LANE MANED I AREA
10�-NOT USED
BY H.O.A. BY H.O.A. LANE DROP AT INTERSECTIONS PER CALTRANS SiD.PLANS PLAN NO.A20C,DETAIL 378 125 LF.
� 1
2,7 T 0.78'7YP. 2%MIN. 2%MIN. 10 NOT USED -
, 2% 2$ 29 ---_ 2% 2% _� '1 2 0.02'TIP. 2,T 29 01�—THERMOPLASTIC TYPE N ARROW PER CALTRANS STD.PLANS PLAN NO.A24A 10 FA.
O5'WIDE MEANDERING 5'W SIDEWALK®
SIDEWALK _ i f PAINT DOUBLE YELLOW STRIPE PER CALTRNS STD.PLANS,PLAN NO.A20A,DETAIL 22. 950 L.F.
* 5'WIDE g r 5'WOE O C iWE A-6 CURB&
8 SIDEWALK C TYPE A-6 CURB i t NOT USED
O SIDEWALK 8°TYPE 64 CURB 3 r 8°TYPE A-8 CURB&GUTTER OGUM PER COUNTY OF RIVERSIDE OUTER PER COUNTY OF RIVERSIDEO �— —
PER CITY OF PER COUNTY OF CITY BTD.I. CITY STD.#200
e°TYPE A-8 CURB&GUTTER couNn of RIVERSIDE Oj 11 PAINT"BIKE LANE"PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D i 1 EA.
i PER CRY OF STD I204 RIVERSIDE SM./201 35 AC/C A.B.(MIN.
COUNTY OF RIVERSIDE STD./201 55 AC/6'A.B.(Tan 5 AC./6'A.B.(MIN. 17 BY BE s�1�. —PAINT 6"!UNSHED WHITE BIKE LANE LINE PER CALTRANS SIR PLANS,PLAN NO.A200,DETAIL 39A 1,960 L.F.
0—
TO DETERMINED TO BE DETERMINED� >i PAINT 4"SOLID WHITE STRIPE 500 L.F.
BY SOILS ENGINEER 8(SOILS ENGINEER 5
DIAMOND DRIVE T.L=&5 VILLAGE PARKWAY T.1.=5 11 -INSTALL STREET NAME SIGN PER CITY OF LAKE ELSWRE SID.NO.400A 4008,AND 402 8 FA.
1 PAINT BIKE LANE ARROW PER CALTRANS SID.PLANS,PLAN NO.A24A 11 EA.
N.TS. DESIGN SPEID 5O MPTI N.T.S. DESIGN SPEED=30 MPH &---PROTECT EXISTING SIGN OR STRIPING
*NOTE: SIDEWALKS 18,AND 1 TRACTS 1®--THERMOPLASTIC It LIMIT LINE PER CALTRANS SIT.PLANS,PLAN NO.A24E 20 L.F.
31920-17,31920-18,AND 31920-19
(WEST SIDE)ARE SHOWN FOR REFERENCE i1 INSTALL BLUE REFLECTIVE MARKERS PER CITY OF LAKE ELSINORE STD.NO.422A&422B"BLUE DOT'TYPE 1 6 EA.
ONLY. THEY WILL BE CONSTRUCTED PER
A SEPARATE PLAN AFTER THESE TRACTS
HAVE BEEN ROUGH GRADED
EffnMATE OF
STREET PLAN CONSTRUCTION NOT1S3
-CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE SID.NO 201. Z410 LF
2�CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE SIT.NO.200. 1,710 LF.
CONSTRUCT TYPE 8A CURB PER COUNTY OF RIVERSIDE STD.NO 204. 1,340 LF.
&---NOT USED - S.F.
5 -CONSTRUCT 5.5"A.C. OVER C A.B.PER GE07ECHNM ENGINEER'S RECOMMENDATIONS 101,550 IF.
CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY SID.NO 311,CASE"C'. 8 EA.
a7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.NO.209 1,700 S.F.
OS —CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211 20,200 S.F.
9o-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE SID.NO 214B,AND DETAIL ON SHEET 3 10 EA,
10 NOT USED - EA
11 NOT USED - EA.
12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS 7 FA.
13 REMOVE BARRICADE 2 EA.
14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID.501(9,500 LUMENS) 5 EA
STREET LIGHT LOCATION PER DETAIL ON SHEET J.
15 CONSTRUCT MEDAN TAPER PER CITY OF LAKE ELSINORE SIR 127(TRANSITION LENGTH PER PLAN) 4 EA..
16 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY SID.NO 311,CASE"B". 2 Lit
17 CONSTRUCT 3.5"A.C. OVER 4"A.B.PER GE07ECHNICAL ENGINEER'S RECOMMENDATIONS 47,186 BE
18 INSTALL IRRIGATION SLEEWNG PER SEPARATE PLAN N/A
19 CONSTRUCT 8"ASPHALT CONCRETE CURB PER CITY OF LAKE ELSINORE SIR NO 207 330 LF.
20 INSTALL 3-(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE SID.SPECIFICATIONS FOR TRAFFIC SIGNAL - LF.
21 INSTALL 5"TRAFFIC SIGNAL PULLBOX - EA,
22 FUTURE SIDEWALK PER SEPARATE PLAN N/A
23 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SID.502(22,000 LUMENS) 12 EA.
STREET LIGHT LOCATION PER DETAIL ON SHEET 3.
24 CONSTRUCT RETAINING WALL TYPE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD 135 LF.
o-SAWCUT AND REMOVE EXISTING SIDEWALK - S.F.
26 CONSTRUCT CONCRETE DRIVEWAY APPROACH(COMMERCIAL)PER RIVERSIDE COUNTY SID.NO.107 1 EA.
27 INSTALL 2"(MIN.)GALVANIZED RIGID STEEL CONDUIT PER STATE STD.SPECS FOR TRAFFIC INTERCONNECT - LF.
28 CONSTRUCT 4"THICK MEDIAN CONCRETE DAVIS COLORS PALOMINO/5447 0 2,700 S.F.
ESTIMATE OF
STORM DRAIN CONSTRUCTION NOTES QUANTITIES
0-CONSTRUCT 18"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.U815 570 LF
52 CONSTRUCT 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.M815 160 LF.
CONSTRUCT 30'RCP(D-PER PROFILE)&BEDDING PLR RCFC&WCD STD.NO.U815 - LF.
lJCONSTRUCT 36"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 416 LF.
o-CONSTRUCT 21"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO.U815 110 LF
56 CONSTRUCT 48'RCP(D-PLR PROFILE)&BEDDING PER RCFC&WCD SID.NO.M815 1,592 LF.
57 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD SID.NO.JS227 1 EA.
®—CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO,MH251 2 EA.
a���_-_CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD SIT.NO.JS229 2 EA.
�—CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD.N0.M816 2 EA
61 CONSTRUCT 12"PVC SDR-35 PIPE&BEDDING PER RCFC&WCD SIT.NO.MB15 10 LF.
62 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD SID.NO.MH252 3 EA.
�O-CONSTRUCT MANHOLE NO.4 PER RCFC&WCD SID.NO.MH254 3 EA.
:—CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO. CB100 10 EA.
MARKED"NO DUMPING,DRAINS TO LAW WITH LWS MANUFACTURING
n 5 1/4"DURACAST STORM DRAIN MARKER
o-INSTALL CUP RISER PER DETAIL ON SHEET 3 3 EA.
66 CONSTRUCT TEMPORARY HEADWALL PER C40RANS SID.N0.0868 1 EA
67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 1,230 IF.
®-CONSTRUCT TEMPORARY CUP 14 GAUGE&BEDDING PER RCFC&WCD SID.M815(SIZE PER PROFILE) 90 LF.
-- CONSTRUCT
PORTION OF EXISTING 12"PVC DISCHARGE LINE 140 LF.
70 CONSTRUCT TRANSITION STRUCTURE NO.3 PER RCFC&WCD SID.NO.TS303 1 EA.
VjZt3 AV 6/17/1S
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED er: CITY OF LAKE ELSINORE
�T( �j 9 CORPORATE PARK, SUITE 100
II 111 a II E55/p '-J- Z9�� WILSDN M/KAM! IRVINE, CA 92606 TRACT NO 31920-1 SHE
1 v�11 Jl 0 1 r7 o y scoTr M.N7LSON `Lv DATE CORPORAT►oN STREET IMPROVEMENT PLANS DDA PHASE D
ti T. 949-679-0090 STREET SECTIONS AND o
_ RCE T 49884 EXP. 09/30/16
No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
0 e,o aBAaoAe APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELM 1279.829. BRASS CONSTRUCTION NOTES Pd
,rf9 crva �@ STATE/ AWS, ND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS
caxr� up,.n,�„v,a DESIIED 8Y: 11 DRAWN BY: WMC `�0" CA1AE �i2f�: �f-(p-�.i; DA CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON ...RUKA-4114A,RCE =4,CITY ENGINEER ! Z4 !,� OF MISSION TRAIL W.O. FOR: F.B. FILE NO.
Forvz' E/0ONCRETE CONSTRUCTION"A". lRnN NOTES when handling any fabric. Fabric may be unloaded or handled in one other overlaps at the ends of rolls shall be in the direction of the
i. STRUCTURAL CONCRETE SHALL BE CLASS"A". GEOTEXTILES SPECIFICATION fallowing ways: stitches for Nonwoven fabrics with a Grob Tensile Strength greater aggregate
than 90 lbs.or Woven fabrics with a Grab Tensile Strength greater p]aceilent with the previous roll on top.,
2. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 3"CLEAR UNLESS OTHERWISE SHOWN. DEFINITIONS than 200 tbs. If the fabric is overlapped,the upstream or higher panel
D BY pbcing slings under The rolls:or When fabric intersects an existing area,the fabric shall extend to the edge
3. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE,AND PARALLEL TO Geotextile. Synthetic fabric used In civil engineering applications serving shalt overlap the g strength or lower panel. When stitched,the seam.hail
2) By using a pole inserted through a hollow core,provided the pole hove seam breaking strength of not less than 80%of the minimum required of the old system and the end of the fabric shall be anchored.
the primary function of separation,filtration,and pavement reinforcement. extends I foot munimum beyond each end of the core,and lifting 9 9 OR AT RIGHT ANGLES(OR RADW.)TO CENTER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. g tobric strength.r The size and composition E the r.The maternal and On pavement subgrade,fabric widths shall be selected such that overlaps
4. LONGITUDINAL STEEL SHALL BE LAPPED 45 GAR DIAMETERS AT SPLICES,TRANSVERSE STEEL SHALL BE LAPPED 45 MR DWMELERS AT SPLICES. Nonwoven-aeotextiles shall consist of long chain,polymeric filaments of and handling outsideevices are attached he only that portion of the stitching pattern shall g approved by the Engineer. The stitching Yarn
Pole locatetl outside the ends of the core;or shall be of q contrasting color. be parallel rolls occur at the in weel p and c lane lines. Overlaps shall not
polyprowhich a tainster,he or nylon. The fabric shall be a stable network of - be placed along nanticipated c in wheel path locations. The Dose aggregate
5. TkWS1ERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. fibers which retain their positions relative to each other. 9 BY hand. shall be placed on the fabric in such a manner that wheel rutting of '
Anchoring of the fabric at terminal ends ontl top and bottom of the slope l
6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE NO STAGGERING OF JOINTS WILL shall be accomplished through the use of key trenches or aprons as shown aggregate over the fabric is Nmtted to/z Inch. Lightweight dozers shah De
W en textiles.half consist of tong chain polymeric monofilaments, GEOTEXTILES FOR DRAINAGE shown on the plans. If the geotextile Is placed h a vertical direction an used if necessary. Equipment shall not be allowed directly on the fabric.
BE PERMITTED.TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF CONSTRUCTION. sl tfihe tapes or multlfnrnrents of tope and nonwoven yarn of polypropylene, the slope,there shoo be no end]elite between roils.
polyester or nylon. The fabric shall be oven into a stable network and Trench Drains. Gerovisi ns for Trench Drains shall De placed in accordance
does of the fabric shall be selvedged or surged In such a way that w hh s e wing provisions. Before covering, the condition of the fabric should be observed by the
7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM the a The fabric shall be secured with pins placed on 6-foot centers at the mid- engineer to determine that no holes or rips exist in the fabric. All such
the fabric will not unravel or fray during installation or usage. 9
THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURE DETAILS placement. Fabric shoo be placed In the trench according to the project Point of the overlaps and along the top edge of the slope. Spacing of occurrences shall be repaired by placing a new layer of,fabric extending
Physical Properties. Geotextilss shall meet the requirements for the type plans. The fabric shall be placed loosely and seated firmly into the corners, pins shall be reduced to eliminate tearing of the fabric. Pins shall be a beyond the defect In all directions a distance equal to the minimum overlap
8. EXPOSED EWES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. ndicMed In the Table on page 1. If heat bonded fabric is used,the bonded.toe shall be placed to the inside minimum of 12 inches long or of sufficient length to prevent pin movement. overlap required for adjacent rolls.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON of the trench and the fuzzy side ahalf face the outside of the trench,
NO MORE THAN TWO SPLICES WILL BE PERMITTED
Identification. Geotextiles shall be furnished In rolls wrapped with protective against the native soil. Overtopping,of necessocry,shall be a minimum of 12 The outer stone cover shelf be thick enough a e prevent Dene-
I +ration of sunlight,unless a bedding layer of aggregate particles greater GEOTEXTILES FOR PAVEMENT FABRIC
THE DRAWING WHITEOUT APPROVAL OF THE ENGINEER. cover to protect them•ggainst ultraviolet radiation and abrasion. Torn inches. Domoged fabric shall be repaired of Contractor's expense by Placing to size than the openings,ID the outer stone cover Is insto0ed first. Geotextiles for pavement reinforcement shall be I IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. wrappers shall be repaired within 48-hours using an approved pprotect(ve new fabric over the damaged area that meets the overlap requirements. paced and paid for in
covering. Each roll of fabric shall De marked or togged to Itlentlfy the Equipment or vehicles shall not be operated on the fabric. Damaged fabric accordance with Subsection 302-7.
70. CONTRACTOR TO PROVIDE ONE F007 MINIMUM CLEARANCE BETWEEN THE STORM Fabrics shall be covered as soon as posstPla after being placed,but not
manufacturer,type,length,width,and production identification unaAber. shall be repaired re at the Contractor's expense by placing new fabric over -
DRAIN LINE WHERE SHOWN ON PLANS later than three t3)calendar days after placement. Fabrics left uncovered the damaged area in o manner that meets the overlap requirements.
Samplln�and Test Cog-llance. A lot-oratory shall be maintained at or hear for more than three(3)calendar days shall De removed and rejected. USAGE
+e 1nT mono a furs To ensure quality control in accordance with ASTM Trench sides and base shall be excavated to Fabrics shall be covered as soon as possible after being placed,but not
two` ontl other applicable testing procedures. The laboratory shall be a�rovetl of obstructions and debris. provide a smooth surface free ! later than three(3)calendar tlays after placement. Fabrics left uncovered Following are the normal usages for each type fabric. Special conditions may
tH7—•p�yyi�1 PM NCM by the Engineer. The tabard wy shall maintain records of its'qual ty control for more than three(31 calendar days shall be removed and rejected. require a determination by the design engineer.
results. After placement of the granular fill,the two edges of the geotextile Mensurement and Pgvment. Measurement and payment shall conform to
THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST A manufacturer's certifloote shelf ac oepany the s Piileilt and be"Iyered protruding at the top of the trench shall De overlapped one foot on top of Subdrains - Type I nonwoven fabric 41
Subsection under"Geotextiles and Drainage".
BE INCREASED 70 PROVIDE A MINIMUM OF 2 INCHES OVER THE REINFORCING.WHEN THE to the Engineer prior h installation.ompo The certificate shall Include: (o)name the granular c and then soil or other materials required by the project � Slit fence - Type I woven fabric
DESIGN VELOCITIES IXCEED 20 FPS AND 4 INCHES WHEN THE VELOCITY MEETS OR of manufacturer; (b)chemical a)sign composition;(c)productdescription;authorized
offi ial lot plans,shall be compacted in the trench to the.required grotle.
number is and test results;and(e)roll.whichever
a er on ess. to Is the A GEOTEXTILES FOR SEPARATION separation - Flootl Control Channel:
EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE unit Is 600 square vartls or one roll.whlehaver Is less. A lot is the units Measurement and Payment. Geotextiles shall be measured for Davinent by the Sub�rode__E�nhancem�ent. Geotextiles for subgrade enhancement shall be Type I nonwoven fabric on top of gravel blanket.
FC=S000 PSI AT 28 DAYS. produced by a single machine on a single shift without Interruption but not square var of toDric plocetl,hot including any additional fabric for overlaps I pace in of d ...r5ance with the following provisions. Type If nonwoven fabric on top of soft native soil.
to exceed 1,000 units, The number of units tested within a lot shall be equal or splices. Payment shell Include compensation for labor,material,squtpmant, Type 111 nonwoven fabric t of loose,mucky
overlaps,and performing all operations necessary to place the fabric Placement. During grading operations,care should be token not to disturb
to,but not less than,the cube foot of the nits in that lot (fractions according to the plans and specifications. or scarify the subgrade. This may require use of lightweight dozers.etc.. nati arc on
ve soil.
of a number to be rounded off to the next higher whole higher number). for low strength soils such as saturated cohesionless or low coheston soft.. Roadway Section.
Unless a greater number of tests are required by these or other appNcoble GEOTEXTILES FOR EROSION CONTROL I Type 1 woven or nonwoven fabric on t
RIW I STREET LIGHT STANDARD specifications,a minimum of 8 tests shall be performed h each of the principal Once the subgrade along o particular segment of alignment has been op of firm
than ions for each unit tested The average a test values may not be t less Bonk and Snore Protection. Geotextiles for Dank antl shore protection shall ( prepared the geotextile shall n unrolledadragged
in line with the placement of new
material.
than sDecifietl. In the event of.any failure,the entire lot will be rejected be placed in accordance with the following provisions. aggregate. The fabric should not be tlraggetl across the subgrade,ontl Type If woven or nonwoven fabric on top of soft
the entire fabric should be Placed and rolled out as smoothly as possible. material.
'-9" Storage and Hantl s; Fabric rshall e... 1,Poin on clean,dry surfaces,free of Placement. Prior to a with
the
of fabric.the Contractor shall construct a Type ill woven or nonwoven fabric on top of loose,
foreign substances such as grease,all,Daunt,epoxy,cement ri any other Placed to s accordance with the plans and specifications. The fabric shall be Parallel rolls s fabric shall be overlapped IB Inches or sewn if required!Ov mucky material.
SIDEWALK(7YP.) substances which ware have ri deleterious effect t the fabric. When Placed Loosely,(not in a stretched condition)aligned,and placed in a manner the plans or specifications.
CURB FACE storetl in out000r areas,fabric shalt be kept i foot minimum above ground Bonk protection - Type II nonwoven fabric below riprop.
I 2� to minimize wrinkling. Adjacent borders and ends of fabric shall be over
The fabric shall be secured with pins placed on 6 foot centers at the mitl-
level, The Contractor shot]Kest,the fabric-in its,protective covering until tapped a minimum of 18 inches or stitched when using
It is ready for installation. Opened rolls shall be covered by a waterproof 0 Nonwoven fabrics with a point of all overlaps and at the edges to mountain them during construction Shore protection - Type III nonwoven fabric below shore armor.
cover. No hooks,tongs,or other sharp tools or instruments shalt be used Grob Tensile Strength of 90 tbs.or Woven fabrics with a Grab Tensile Strength activities. Spacing ofi pins shall De reduced if necessary to eliminate
of 200 lbs.or less. Borders and ends shall be overlapped 36 inches w tearing and movement of the fabric.
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
arorw.a G✓�.a.-..+/�/s-S/ /�� �/s-9/ wcra""e li a r/�/--9/
STREET LIGHT LOCATION wAz eye�»4�we,e Q =w /gyp w�= .wows m..
1� tea ms.a-uez Nevi«N s«.a-MN 1808 •aoo+az are:.ea-w4z a..aea:s. -wen 1808 tea me.«-twz s..leew e.e.m-uau i8Y!$ •euo*.m ass.ea� ,.eb n4i:are 34 18�8
NTS lY Gv az are
GEOTEXTILES SNT f of a GEOTEXTILES sHT.z OF 5 GEOTEXTILES GEOTEXTILES VeB
SHT.3 OF 5 SHT.4 OF 5
#4 REBAR
TABLE OF MINIMUM TEST RESULTS
WELDED
TYP.
NON-WOVEN WOVEN -
TYPE 1 II 111 P REIy'NAF-T. 1 1 11 1 III IV
YV x 2" STEEL STRAP PROPERTY TEST REFERENCE
T RESIDENTWL
WITH Y." x 6" BOLT GRAB STRENGTH,"
ASTM D 4fi32-86 90 180 280 90 90 200 270 200 - 2' COMMERCIAL
IDS..Min. -
GRATE ASSEMBLY ELONGATION,(at peak load) 40 FIRE HYDRANT LOCATION
y ASTM D 4632-86 50 50 50 t0o 25 25 25 25 EVMWD STD. W-7 SIDEWALK(IYP.) - CURB FACE
ADJACENT PUNCTURE STRENGTH, -
FINISH GRADE - ASTM D 3787 45 80 D0 N/A 30 70 110 100
SEE DETAIL ABOVE IDS.,Mtn
� PERMITTIVITY,
TG ELI - - ASTM D 4491-85 .7 .7 ,7 N/A .02 .02 .02 .0,1 -
PER PLAN ° - - sec-6 Min.
CMP RISER 1-y4 DIAL`
RST STRENGTH,
SIZE PER PLAN Ds
O HOLES, ,O-,2" O.C. _- , Min. ASTM D 3786 180 32B 400 N/A 200 400 500 400 FIRE HYDRANT LOCATION
AND STAGGERED N.T.S.
y0 PROVIDE GRAVEL PACK(2--2 1/2"DIA. TOUGHNESS. %Elongation
( )AROUND 5,500 10,000 15,000 N/A N/A N/A N/A N/A
9f 2' MIN. RISER ABOVE HOLE LOCATION to..,Min. Crab Strength
TO PREVENT SEDIMENT FROM ENTERING
TANDARD GALVANIZED ULTRAVIOLET RESISTANCE,
CONNECTION BAND - 70/ To/ 70/ 70/ 70/ 70/ 70/
/.Str.Retained/ ASTM D 4355-84 /500 /500 /500 "/A /500/500/500/500
- 8" MIN. TO ,2" MAX, - Weatherometer Hrs.
`O RAMP 3.5
Q WEIGHT•oz/sq.vd. N/A N/A N/A 5.0 N/A N/A N/A N/A _
RCP OR CSP STD. CSP 3;, G�JNITE T FABRIC THICKNESS, its N/A N/A N/A to N/A N/A N/A N/A
PER PLAN TEE I 6 x6-W1.4/ I l G j 5e
MIN. 1.4 W.W.M.
FLOW YP• - U_ Minimum roll overage In the weakest princWot direction.
z z Z Q
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CONCRETE COLLAR PLAN
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENC/Y,�../ STD. PLAN CURB AND GUTTER
SET TEE SECTION IN WET PROPERLY LINE PER PLAN
CONCRETE FOOTING & "`��� - ACopfM,s"".sa az se "m s«.ee-Iwo ae-isa(:eruN 1808 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSNORE
TROWEL INSIDE TO DRAIN - -
ANCHOR BLOCK MIN. 5SACK/C.Y. G - GEOTEXTILES w - STD. N0.2148 AND DIMENSIONS PER THIS DETAIL
CONCRETE OR METHOD APPROVED - - PLAN s"r,s OF 5 TRUNCATED DOMES PER
BY BUILDING OFFICIAL R=15'OR 35' LCR
DETAIL HEREON
CMP RISER DETAIL (privately maintained) MIN. MAX- TRUNCATED DOME DETAIL 4'MN
N.T.S. D 1 5/8" 2 3/8" z SIDEWALK PER
EXISTING PAVEMENT NEW PAVEMENT PLAN %•
E 5/8" 1 1/2" M t-- CURB AND GUTTER
FLOW LINE HT CLASS OR ' 3 N
HEADWALL PER OTHERWISE NOTED ON PLAN - F 7/76" 3/4" 5'OF VARGIBLE `�'i' CROSSWALK z
(NAIL (fin p0 G 7/8" 1 7/f6" DEPTH COLD PLANE MIN. EXISTING EDGE
•, 0 0 0 0W01
NGAND OVERUYNOTES:
(3 0ELEVATION
PLACE TRUNCATED DOME DETECTABLE - w
N - WARNING TEXTURE IN THE LOWER 24" OF 0.10'MIN
SECi10N A�A GE07E)A.STD. 808 SE FILTERMLE 1IE HEREON PER THE THROAT OF THE RAMP ONLY. n-,�L.VEEB4$E
MGM CLASS OR ARRANGE DOMES USING IN-LINE PATTERN (UPON APPROVAL
OTHERWISE NOTED ON PLAN ONLY AS SHOWN. COLOR OF TEXTURE OF INSPECTOR) NOTE., DIMENSIONS X=6'-8"AND Y=8'MIN.UNLESS OTHERWISE SHOWN ON PLAN
(COATING) SHALL BE SAFETY YELLOW IN
0 5O o COMPLIANCE WITH ADA SPECIFICATIONS. ACCESS RAMP DETAILO
(D SAWCUT AND JOIN DETAIL N.T.S.
s TRUNCATED DOME DETAIL N.T.S.
A o OHO p pi N.T.$ dV 6lt7 //S
O
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CO�Q OO n p�OFESS/ w►L... MTICAMT , TRACT N0.319201
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SCOTi M.WILSON DATE
m T: 949-679-0090 r3
RCE N0.49884 EXP. 09/30/16 DETAILS AILS OF
s PER PLAN - 6 h No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH THE SCALE: AS NOTED BENCHMARK:
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829.-BRASS13
RIP RAP PAD DETAILS f. STA LAWS, ND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF
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CONSTRUCT TYPE A
B &
23 pi!II V)IN
CURVE TABLE 3
+ CONSTRUCT TYPE 84 CURB PER COUNTY OF RIVERSIDE SID NO 204.
CURVE LENGTH RADIUS DELTA 7ANGENT CONSTRUCT 5.5'A.C.OVER 6*A.B.PER GE07ECHNICAL ENGINEE'S RECO DNS
257.36 A b 15 .6 _R MMENDATI
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<C2) 125.66 40.00 180 23 01 TRANSn
<0) 44.79 1640.00 1-33'5,r 22.40 0 8 CONSTRUCT SIDEWALK(MOTH PEI?PLAN)PER CITY OF LAKE ELSINORE SID NO 211
<C4) 86.74 1560.00 TI5'33" 44.38 Z CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE SID.NO 214B,AND DETAIL ON SHEET 3
<c5> +
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56.19 35.00 qj:L9�__L6 24 CONSTRUCT 3.5'A.C.OVER 4*A.B.PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS
190.06 16 00 6J827"
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CITY OF LAKE ELSINORE
+ + REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED
Z22 + 9 CORPORATE PARK, SUITE 100
�2 BY:#WILSSON 141KAMI TRACT NO.31920-1
N
013RPORAT10N IRVINE, CA 92606 SHEET
SCOTT M.VALSON DATE T: 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASE D 4
LAT.'112"-�'�JF)-H�--OXX RCE NO.49884 EXP. 09/30/16 w
_:::��T 'HI" No.4M84 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH THE BENCHMARK: DIAMOND DRIVE OF
cd MAUI. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829, BRASS FROM sTA.48+32.78 To sTA.56+00.00 13
48;61.50 48+61.50 MARK DESCRipnON STATE LAYS,AN A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'r INTERSECTION OF SHEM
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SCALE. 1"=20' CHECKED BY: MTm PROJECT MANAGER: SCOTT M. It W%*9k,RCE j�CITY EN�GINEER I W.O. IFOR: I F.B. I FILE NO.
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STFEET PLAN CONSTRUCTK)N N01a
6�0' 8�4" 6--Cr CONSTRUCT TYPE A-8 CURB AND GUTTER PER COUNTY OF RIVERSIDE SID.NO 201.
CWTRUCT TYPE&4 CURB PER COUNTY OF RKRSIDE STO NO 204
FUnA:E PADS A C;T 31 PJ 2 0 9 ibl &I Z-'z
;W gZ9 T 1 t9 CONSTRUCT 5.5"AC. OVER r A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
iz�2 31 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE'C".
)N '11 e'l
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P;1'1' 'L 67 CONSTRUCT SIDEWALK(MOTH PER PLAN)PER CITY OF LAKE ELSINORE STO NO 211
REUM BARRICADE
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LOCAL DEPRESSM#3
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CONSTRUCT STREET EIGHT PER CITY OF LAKE ELSINORE STO 502(22,000 LUMENS)
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LOCAL DEPRESSION#IA LOCAL DERESSM#2A IN FEET)
�)ljb (.//7 11,5 1 inch= 40' ft
REVISIONS: PREPARED UNDER SUPERVISION OF: 111PIR11 lY,* CITY OF LAKE ELSINORE
9 CORPORATE PARK, SUITE 100
N A4IKAJ\4i TRACT NO.31920-1
CORPORATION IRVNE, CA 92606 SHEET
T. 949-679-0090 5
SCOTT M.WILSON DATE STREET IMPROVEMENT PLANS DDA PHASE D
RICE NO.49884 EXP. 09/30/16 w
N..49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: DIAMOND DRIVE OF
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM sTA.56+00.00 To sTA. 62+41.90 13
DESCRIPTION APPR. DATE S�A�TEMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'-r INTERSECTION OF
%GNED BY: VNC DRZWN BY: WMC DATE CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE FILE NO SHEETS
OJECT MANAGER: SCOTT M.WILSON OF MISSION TRAIL. F
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\� N\ T�9 �� 87F�T FLM CONSTRUCTION NOTES
--CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,
\ CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STD.NO 311,CASE"C.
I I 6 z O'g, 1, 1 ��y�`�, 7 -CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.N0.209
r \ _ r I �?fly^� S�CON5TRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211
6 1 tr'i r1 J J J J J J J~ �4 2 0 y o� j0� `�$� 9O-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2148,AND DETAIL ON SHEET 3
i �ti6 a 8 z PO,\ti6 n 12 a CB 2 ��1$ 12 CONSTRUCT TEMPORARY BARRICADE ON SKIDS
g Pp• R 3 1� �p�pIp� \\: p0 9 y 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501 (9,500 LUMENS)
p "+� lti61 Pp%1�6 �FSHEt 12 g STREET LIGHT LOCATION PER DETAIL ON SHEET 3.
pP�� a '� \ CT ,� 17 CONSTRUCT 3.5"A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
`� �_"' 18 M/STALL IRRIGATION SLEEVING PER SEPARATE PLAN
x '
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I I 1 "' ,„+�h f)/\\ (' r)-)f r r1 __II/) Cf 364.85 650.00 32-0939" 187.37
!' I H T'1 r1.J J J J J 1 C2 240.10 632.00 21'46'00" 121.51
LAT.'HY �C 5 a• CB 6 ( _- CJ 265.09 666.00 02-44'14" 134.31
23+78.00 23+78.00 I _ _ C4 41.04 25.00 94,03,44" 26.84
LOCAL DEPRESSION#5 LOCAL DEPREMON#6 a 41.04 2500 94'o3-44" 26.84
SCALE: 1'=20' SCALE' 1"=20' ., a 34.33 25.00 78'40'48" 20.49 ,
CI 41.08 25.00 94'08'24" 26.87 GRAPHIC SCALE
C8 25.04 632.00 02'i6'11" 12.52
6'-D" B'-4' 6'-0" 6'-1Y B'-4• 6'-D" - VILLAGE PARKWAY
W cWi U W 4 � o IN 26.15 668.00 02'14'36" 13.08
1. ' m�o�°o �' o T'�'E � 888 8 0 Ojljej 6V 6/17/!5 ( 1NFeer)
r� ,o N .o- rrnnnn 1 inch= 40' ft.
N N � PREPARED BY:
REVISIONS: PREPAR�ED U�NDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 CffY LAKE ELSINORE
j���( A p0`fSSlOYq! WILSON MIKAMI TRACT NO.3020-1 SHEET
_ 1
Lvil �s. /z9 73 IRVINE, CA 92606
\ w/ CORPORATION
SCOTT M.WILSON DATE T: 949-679-0090 STREET IMPROVEMENT PLANS MA PHASED 6
UL•Hr C 7 _ _ - " `' RCE N0.49684 EXP. os/3o/s VILLAGE PARKWAY of
ce B y No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
% 27+33.00 27+33.00 0 * E_,oaiaoLl 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829, BRASSFRom ST'A. 23•�-11.40 TO STA.29+00.00 13
LOCAL DEPRESSION Ik7 LOCAL DEPRESSION#Hsl STATE W5,9N1�A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF
SCALE' i"=20' SCALE.' i"=20' II 0 0 �D e 4 O DESIGNED BY: WC s eianoN DRAWN BY: WMC 1p A�- CALAF 9T ,�" �' SHEETS
cdzwwonnpegsnaemcs DL�v /o-/S pp�y CORYOON STREET AND MISSION TRAIL 2T EAST OF THE CENTERLINE
CHECKED BY: MTM PROJECT MANAGER:--.:SCOTT M.WILSON KES•L_RMKA llmh,RCE 1417W�CITT ENGINEER OF MISSION TRAIL I W.O. FOR: I F.B. FILE NO.
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STREET PLAN CONSTRUCTION NOTES
STA.33+36.49 VILLAGE PWY.
I'D a F) \ rl_I��)r(l _ STA. 10+00.00 VILLAGE PICI Y / 2�CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200.
a - i4 F r1 r `J J J 2 J �� i 7(J--CONSTRUCT CROSS.GUTTER PER RIVERSIDE COUNTY STD,NO.209
`L 0 41 CONSTRUCT SIDEWALK(WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.NO 211
�R.�0 �6�� $ `�, 6�� 0$ 9o-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.NO 2148,AND DETAIL ON SHEET 3
•f QPO Pp +g b1�61 Pp' QPp N CONSTRUCT TEMPORARY BARRICADE ON SKIDS
REMOVE BARRICADE
�� �^ h a _�• ® 14 CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.501(9,500 LUMENS) i
W STREET LIGHT LOCATION PER DETAIL ON SHEET 3.
b Z •- b " �f, i7 CONSTRUCT 3.5 A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
18 INSTALL IRWATION SLEMW PER SEPARATE PLAN
�$ 31 2 17 -
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CURVE TABLE 1'
VILLAGE PARKWAY CURVE LENGTH RADIOS DELTA TANGENT
CI 21.52 - 650.00 01'S3'48' 10.76
C2 22.11 668.00 01'53'46' 11.06 GRAPHIC SCALE
C3 20.92 63Z 01-53'48- 10.46
C4 39.27 25.00 90'00'00' 2&00 b' o 2V w w 1.1v
C5 39.27 25.00 90'00'00' 25,00
P06 bV 6i17//s n h= 40'
1 inch= 40' ft.
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY /, CffY OF LAKE ELSINORE
C m 9 CORPORATE PARK, SUITE 100
pROfESSI - W►LSON M1KAM1 TRACT NO.31920-1
/ag /S" IRVINE, CA 92606 STREET IMPROVEMENT PLANS DDA PHASE D SHEET
IL�7 CORPORATION 0 SCOTT M.WILSON DATE T: 949-679-0090 7
RCE N0.49884 EXP. 09/30/16 VILLAGE PARKWAY of
s % y No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PATH THE SCALE; AS NOTED BENCHMARK:
* Ex 09/W16 f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STA.29+00.00 TO STA.32+93.49 13
er aPVR. sf9 �P STATE AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF-r INTERSECTION OF SHEETS
'" caawwoea,p�,naw�<. DESIGNED BY: WMC DRAWN BY: WMC O.r I-\\ !c-/•f DATE;/ CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE -
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON KEN: KAVINA✓RCE;f428k�b,CITY ENGINEER K�Z p�/S OF MISSION TRAIL W.O. FOR: F.B. FILE NO.
VILLAGE SUMMERLY P ACE
O PARKWAY (FUTURE
j W31 CA)) W3fA(CA)
TYPE N-2((CA)(X3)bA 500 FT y FUTURE C&G W31 (CA) 3
/ I ALL ON )) Al FlITURE 1
j• ! TYPE III R81(CA�) I TN TYPE N-2(CA)(X IMPROVEMENTS i
V, ) R26 (G1) S CA
W31 3 FUN WI44((Cq) I IDS i' t INSTALL STREETUGHT TYPE Ill INSTALL )STREENG $ INSTALL RON ( ) I 'FUNRE
/' TYPE N-2 CA)(X3) R26(S)(fA)' 6 BM2R&W ON 31 33 3A 1 35 36 3� 3 ,CURB
\ 1 2 A R81((CA } 200' 11 SKIDS 32 39 AD 10 ENRNS
TYPE tl i 1 1 1 t 10 1 501 1 1 t 50' 160' 200' 585' 485, 50'11 ST.C&G
ON R3-7L 2 0' 1 ii - P.CJ!G •/' ,` `• 1 0 11 g 10 10 PROP.C&G LDT'J' t i �' !OF
FUNCdeG \ 75' i 1 ----- --- �----- ------------- -- ---------— — — — - --
°' \ it 105'
R26(S(CA) . p -- -- -- --- -- ------ — --
_ f0 1 — ---- --- --- -------13 ------ --1
3 -- f0
t1 \ _ _-- OM7 3� ' it --- MED41N 14' 90'TRANSITION 14' EXIST.BARRIG,DE 11
4-7 R4-7 90 7WWSIRON R4-7
OM1-3
52
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PROP. OM7-3 i 90'TRANSITION 14' —
--- 10 ----- EDIAN
- ——— ——— ————— ———— ————————————— ——
y,�. OT/ 1 - 90'TRANSITION PROP.C�M 295 ———— 13, ———— 13— ————
v' --- -
49 1-3 '+ IM}-"i1 _ __ LDT'E' _200•-- 150: fA5' 50'
10 1 0 1 10 P 1 0 1
1 0 1 0 RAI
R26 S
11 )(CA) '
TYPE N-2( ) 11}} 75' 1 INSTALL 6N STRE M 1 1 T
(X3) � _it" •" i R26(S CA) ( I � RZ6(S(CA) ..
11 11 50' ))(( )) i
PROP. INSTALL STREETLIGHT , A 5 INSTALL((SN�STRIZ7U
R81?CA) 0 9 10 11 12 13 1 1 i 'EXIST.C&G
ED MEDLW i� TYPE III i 316 EXIST.
PROP. C&G "R/W } RICADE ON 21R26(S)( ) 29 3 ' ,
� t W31 (CA) SKIDS R81((CA) i
FUTURE
(CA) INSTALL EETLIGM
Fl`Tt' ' SUMMERLY PLACE
52 G&G VILLAGE
O EERBE A W
Z
SM LEGOV
DIAMOND DRIVE \�
OQQ � %
�o % R1-1 STOP STOPPING
ANY .LANE
if TIME011
BIKE
1 R1-1
30" X 30"
/// ROP•C&G R26(S) (CA) R81 (CA)
12" X 18" 24" X 18"
A
510'
W 6(S)(04)286' 2 R26(s)( ) CATALPA
32 \ 1 R81( FUTURE C&G iTYPE EXIST C&G
PROP. \ 1 1 W31 &I SKIDS 6(S)(CA)
62 L ON STREETLIGHT 2 R26(S)CA)
t 5 R81((CA ,i
1 m
200' PROP.C&G 'MI 232' ZF
_ 1 1 /-R/W }1 i t 1 1 '
3 6(S)(CA) `200'
11 `•��� __�w- Y9—— —— N 30 _ 31 J2 33
PROP.C&G i
3 TYPE N 2(�)(X3 —" - ---" -- -" - -— - - --
p1 11 1so R/W 1 Wit(cA 1 t t f-t R4-7 OM1-3 W31 (CA) TIFF N-2 (CA)
TYPE fit
I I 10 11 11 TYPE N-2(CA (x3) 10
L�iRRICADE ' R26(S)CA A2 1 I R26 S C4 50 18" X 24' 18" X 18" 30" X 30" 18" X 18 R/W i
ON SKIDS R81(CAS A'1 R81 f CAs )
i I INSTALL ON STR TYPE in
E , 1 i1
FUTURE CdrG ON SKIDS ' FUNRE C&G EXIST.C&G '
CATALPA HACKBERRY S
SU*n AM 8TR1'M oorSTRIIJIMN Now T H RU
RAFFIC LEFT LANE ROAD
fo PAINT 4"DASHED WHITE LANE LINE PER C.ALIRANS STD.PUNS,PUN NO.A20A,DETAIL 9. T
®0 --PAINT 8'SOLID WHITE CMNNELONG LINE PER CALTRANS SID.PLANS,PLAN NO.A2011,DETAIL 38. VILLAGE PARKWAY MERGE. MUST ENDS
PAINT 6"SOLID WHILE BIKE LANE LINE PER CALTRANS STD.PLANS,PLAN N0.A200,DETAIL 39. LEFT TURN LEFT .%O.FT
iO THERMOPUSRC`STOP'PAVEMENT LEGEND PER CALTRANS SID PLANS,PUN N0.A24D
o--INSTALL SIGN PER CALTRANS SID AS NOTED ON PLAN - ¢
f0 LANE DROP AT INTERSECTIONS PER CALTRANS STD.PUNS,PUN NO.A20C,DETAIL 37B
10 THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD.PLANS,PLAN NO.A24A W74 R3-7L W31A (CA)
i t PAINT DOUBLE YELLOW STRIPE PER CALTRANS STD.PLANS,PLAN N0.A2O4,DETAIL 22 SMMAW STRIPING GENERAL NOBS 48" X 48' 36" X 36" 30 X 30
11 PAINT'BIKE LANE"PAVEMENT LEGEND PER CALTRANS STD.PLANS,PLAN NO.A24D 1. ALL STOP SIGNS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO.4064,
11@—PAINT 6"DASHED WHITE BIKE LANE LINE PER CALTRANS STD.PLANS,PLAN NO.A200,DETAIL 39A GRAPHIC SCALE
1@-PAINT 4"SOLID WHITE STRIPE 2. ALL SIGNS POSTED ON SiREERIGHTS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD N0.406B.
11 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.400A,4008,AND 402 3. ALL LIMIT LINES SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD NO. 410. "
11 PAINT BIKE LANE ARROW PER CALTRANS STD.PLANS PLAN NO A24A 4. ALL CROSSWALKS SHALL BE INSTALLED PER CITY OF LAKE ELSINORE STANDARD N0. 411.
i f PROTECT EXISTING SIGN OR STRIPING T IN FUT)
11 THERMOPLASTIC If LIMIT LINE PER CALTRANS STD.PLANS,PUN NO,A24E 5. STRIPING INSTALLATION SHALL CONFORM N CITY OF LAKE ELSINORE STANDARD NO.405B. I.inon= 60' n.
INSTALL BLUE REFLECTw MARKERS PER CITY OF LAKE ELSINORE SID NO.4m&422B'BLUE DOT'TYPE I
REVISIONS: PREPARED UNDER SUPERVISION OF:
PREPAREDBY: CITY OF LAKE ELSINORE
D
n 9 CORPORATE PARK, SUITE 100 pttOF�ylq� � /y wt RPO ATIONt IRMNE, CA 92606 SHEET
g `3'oti1 Y7 0 am i M.WLSON DATE TRACT NO.LAMS 1
CORPORATION STREET IMPROVEMENT PLANS DDA PHASE D
T: 949-679-0090 8
s�
RCE N0.49884 EXP. os/3o/s SIGNING AND STRIPING OF
e y Mo.aeeea 1HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ATH THE / SCALE: AS NOTm BENCHMARK:
' Ezp OB/3��16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AN; / RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
S ,�} crva �P STp E,giy5 qND A PERMIT CAN BE ISSUED. ___(((JJJ""" DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS
Ah 9
cC92"Wo„ D h"p DESIGNED BY: YMC DRAWN BY: WMC CAVE DATE CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE
CHECKED BY: MTM PROJECT MANAGER: -SOOTT M.MLSON ;K$lV"RUYA TIAM1 RCE Zft CITY ENGINEER "S-b-lS OF MISSION TRAIL W.O. FOR: F.B. FILE N0.
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PROVIDE ATF_RTIGHT JOINTS.._ , _.,. , .-_ -:-; PROVIDE WA7�E IGHT.JO JOINTS -._-. .._- ..-_ __.- ,. .. 0
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10 it 12 13 14 15 16 17 18 19 34
STORM DRAIN CONSTRUCTION NOTES
ti 51. CONSTRUCT 18'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815
9;
�/,Q '56 CONSTRUCT 48'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815
M A4 59 CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD SID.N0.JS229
q�e/y CONSTRUCT 12"PVC SOR-35 PIPE&BEDDING PER RCFC&WCD SID.NO.M815 a`
CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.N0.MH252
4'4 ST ST 1- ENO 19-A !0
t' 64 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.NO.CB100
2 TER4(, 7p• ✓ _ MARKED"NO DUMPING,DRAINS TO LAKE'WITH OAS MANUFACTURING
13. f u SI 1�W- l -1 i' v�
'� S IO y-NI / - ,p 3"z 5 1/4"DURACAST STORM DRAIN MARKER
� � J e� '%4;ROF/(flY - o ,� l
H=f0.15' Np ION r` ti N � y l/ 66 CONSTRUCT TEMPORARY HEADWALL PER CALTRANS STD.N0.D86B I
aEVARON,,=1249. -{- q 62 u, 1`q c, ? q _ /'`I�0 cW, 2 W N 8 2 W $` 8 m aY J T� �� P S 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3
fl OD
2 sI w
/p
O-REUOVE PORTION OF EXISTING 12'PVC DISCHARGE LINE
s
CITY OP LANE EI_21NGP_ d ',qi +�? z ,/ ", e"`., ?,)• 48
4'61- {
PROPERTY '17 STfT PLAN CONO NOTES I
Qa ' t
_- --- CONSTRUCT 35'A.G. VERER CHN104L ENGINEERS RECOMMENDATIONS
PROP 4'"RW - ---��..-------------
- --..- - / P7 4'A.B.AB GEOTE
N
_— _— r !
d. H
w.N--- -.-.- - -- _ -�� EX.20
_ � 5
SCE CO -s - - "y—�' �7� •1 "
. _-LDS - --� EX. NDUI(
® Sri r�J J rfF
255 o N 5" 15
1250 --- TRACT BOUNDARY --- 1250 m , W ' 1250 _
l v' -- — — ----- --
lip
2 --- 7, OIIII C
7777
TRACT 31920-1 I
BOUNDARY LOT LINE
HOA LOT AM TRACT 31920-17rI�STOR -
1 ,IT ,. STORM DRAIN LINE °HT i1
CURVE TABLE
FUTURE GRADING 16'BENCH 5' 3' - CLIR<E 1ENGTH RADIUS DELTA TANGENT
CI 480.55 i 225.00 145-5834-1 95.45 GRAPHIC SCALE
za 10'BENCH �� U 49.82 1619.00 01-45'47' 24.91
q.1�ppE 5• --- �( w gees')
R\ n 1 1 inch= 40' ft.
Z', 6'SCE `-EX. GROUND 'N�b 13 V G/l 7/15 -
0 - PROP.4"RW
EX,20"DIP 7EWP•ACCESS PREPARED BY:
SCE CONWIT PROP •8"RCP 'ROAD p REVISIONS: PREPARED UNDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 CITY OF LAKE ELSINORE
36' SD LINE"H" QflpFESS/ WILSON MIKAMI TRACT NO.31920-1
1s ao w � 2c fz9 IRVINE. CA 92606 STREET IMPROVEMENT PLANS DDA PHASE D
I CORPORATION SHEEP
y o , SCOTT M.WILSON DATE T: 949-679-0090 9
w y RCE NO.49884 EXP. 09/30/16 STORM DRAIN LINE °H" of
No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
{� ° * Exp.ok/./Is * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS
SECTION A-A _ s, E,, �oM srA. 10+00.00 To sTA. 19+00.00 13
MARK DATE e ��' STA WS,A A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 77 NORTH OF"T"INTERSECTION OF SHEETS
/£Gy CALIF
ca2wxammDownarvoe DESIGNED BY: WMC DRAWN BY: WMC 'J-(o-/Y� DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON - - t(A14'4WA.;RCE 2766,CITY ENGINEER /�ZSlis OF MISSION TRAIL. IW.O, FOR: I F.B. I FILE NO.
1 -'
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._ , -::: 9 ?-...-. _; -_ f , ._-. N -__ __ _ Pti _.... RCPN
-7_ i _'. ., •c z 7 , ` 41f` P 7800 D . , - - --- - 48'RCP, 7500 O _ - ----- -- - -
_ �_, r _ - -
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-
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PROVIDE WATERTIGHT JOINTS -
- - - I -
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1. HORIZ. i - 40'
PROFILE
10 - 11 12 13 14 15 16 17 18 19 34
x.\ STORM DRAIN CONSTRUCTION NOTE
CONSTRUCT 16'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815
CONSTRUCT 48"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0.M815
o-CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC&WCD STD.N0:JS229
CONSTRUCT 12"PVC SDR-35 PIPE&BEDDING PER RCFC&WCD STD.N0.M615
a-
20 .u� ti ems. 64 S 7 S) 0 f ST,q 1g NOLo/VF ®-CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.MH252
.00 �-CONSTRUCT CATCH BASIN NO 1 PER RCFC&WCD STD. NO. CB100
MARKED'NO DUMPING,DRAINS TO LAKE-WITH OAS MANUFACTURING
QE l 1' _ 3-x 5 1 4 WRACAST STORM DRAIN MARKER
fig:`�8 54p'0\P LI 41 05' rl r1 cl J" J J i� SHFE?PR F/(E , ti k vlI a--CONSTRUCT TEMPORARY HEADWALL PER CALTRANS STD.NO.D86B
H=10.15'
ELEVATION 0
=1249. .� c)O( ,9 W 62 E,,i �� 62 m y - Q� / �L R'� /w 67 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3
_ �'Q _p 'v' cWo W v °, !i R S
y REMOVE PORTION OF EXISTING 12"PVC DISCHARGE LINE
7 o s
CITY OF �,�/ STA ��8j
PBOPENYY 17 z,�„ _ - W 9 6 ;� •Y 1?6 SO
�-- W - 69 '� F � Piz, 7 ON PLA�T 35 A.C. VERCT41� PER TECHNICAL ENGINEERS RECOMMENDATIONS
NOTES
_ PROP ht D/SC 17 . A.B.. .
-:-TRACT BO�JNDARY -.-� V�
_ ----N --- - - ------- ----- -- -----T PROP 4 RN----- ---- - --- i�j q �02 NE
-
_ --- - -- W - - - - - -- - - --- - - --- ,
-- --- - -- --- --- -- -- -
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EX. SCE CONDUIF EX 2C'DW - , it - --.--- � 0�0�4 UNf-
1235 -._-. 1?55 W - J - - - _ -7255
1250 J r 1250 ' W , RAl.,•
'- TRACT BWNOARY = z _-
TRACT 31920-1 I -
BOUNDARY HGA LOT AM LOT LINE TRACT 31920-17
28.STM DRAIN STORM DRAIN LINE AHA �1
CURVE TABLE
FUTURE GRA09JG 16'BENCH 5' 3' CURVE LENGTH RADIUS DELTA TANGENT
Ci 180.55 225.00 45'58'34" 95.45 GRAPHIC SCALE
w•1 , -__ C3 49.82 '619.00 01.45,47- 24.91
4.5' ( IN FEET)
6'SCE EASEMENT EX GROUND I �h106 l3V 1 inch= 40• :c.
7P "'`EX.20"DIP 71a1P.ACCESS .4'R{Y
a Ex SCE CONDUf- PAP f2 �P ROAD REVISIONS: PREPARED UNDER SUPERVISION OF: PREPvzm BY: 9 CORPORATE PARK, SUITE 100 CITY OF LAKE ELSINORE
36' SD P. 4" 15, D p40HSS/OAgX lb! WI RFO MIKAMI IRViNE, CA 92606
C L7 R PO RAT I O N TRAM�•.�.�1 $FLEET
SCOTr M.VALSON DaTE STFEET IMPROVEMENT PLANS MA PHASE D
T: 949-679-0090 9A
RCE N0.49884 EXP. 09/30/16 w n e
STORM DRAIN LINE H of
No.49884
THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: �q
m U,oq�6w APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
SECTION A-A uESCRIMoN �. qpP. oa ✓19 crvci \Q- STALE LAWS.AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF FROM STA. 10+00.00 TO STA- 19+00.00
o O g �J o O O DESIGNED BY: WMC DRAWN BY: WMC CAIAE DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS
caxRM DC"mne ome : MTM PROJECT MANAGER: SCOTT M.WILSON 5 R. _
RELLRCE CITY ENGINE 4A Bt20 EXP. S-3o'�T ,..: EER �lBh OF MISSION TRAIL. W.O. FOR: F.B. FILE N0.
CHECKED BY
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4- - 18"RCP-
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ru 4
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STOOM DRAIN LAT RALS "B32A" "832Br PROFILE
I all HORIZ. 1" = 40'
VERT. 1 = 4'
19 20 21 22 23 24 25 26
T F-11 11\c T 1 -1-920--18 -v STORM DRAW CONSTRUCTION NOTES
RCP(D
51 CONSTRUCT18 -PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815
58 CONSTRUCT 24-RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO U815
51 Q
54 CONSTRUCT V RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815
Ilk
cl() + 55 CONSTRUCT 21*RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO. A4815
STA I &--- CONSTRUCT 48'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815
TlPiA V 3-1-92 --17 Q.7)--CONSTRUCT JUNCTION STRUCTURE AV 2 PER RCFC&WCD SID AID JS227
10+30.18 BC @)------CONS7I?UCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.UH251
51 LATERAL CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STD.NO.JS229
Rl FUTURE S/W
PROFILE ON @-T-CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD.NO.M816
101 12 @
CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STD.NO.UH252
- -H6-1 @-CONSTRUCT MANHOLE NO,4 PER RCFC&WCD STD.NO MH254
PROP. C&G-1 23 Q--r\ N18*45'00"W LATERAL 51 &:i--CONS7RUCT CATCH BASIN NO. I PER RCFC&WCD STD.NO.C6100
�D MARKED"NO DUMPING,DRAINS TO LAKE' WITH DAS MANUFACTURING
PROP. I" OW �11 SEE PROFILE ON 2"
51 SHEET NO. 12 Yx 5 114-DUAACAST STORM DRAIN MARKER
5556
52 ATh u
VAItKAL HID @HNSIALL CUP RISER PER DETAIL ON SHEET 3
ITF PRQFIIF QNi LATERAL"H6-2'
51 0 @=-CONSTRUCT TEMPORARY CUP 14 GAUGE&BEDDING PER RCFC&WCD STD.A4815
STAL 25+tiz.50 EC it (SIZE PER PROFILE)
Mir- qFF PRnFII F meNO
---- ---- it-SHEET-NO: ILE PROP. AA51
0 256 7/
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STA1110+ PROP. RW 0911"6'v" V:
- 7-7-7;I-W 51
10� R1W-1 PROP 51W-1 MATCH LINE 64V- 51A IPE \ \ �,�2 \
STA.26+00.00 b ENO P
SEE HEET NO. 11
55 +
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SHEET - v�;n AO' \\ \ �`\
12
-�,,�CT -0-1920--14
STORM DRAIN LATERALS B32A B32B
Dj
5gul.4 68 CURVE TABLE
RISER G- 65 CURVE LENGTH RADIUS I DELTA TANGENT
61. ig, cl 45.57 45.00 58,00'57" 24�95 GRAPHIC SCALE
12 'FG01 C2 45.00 46'IJ'OJ" 19202V
-&3 1619.00 15-55,09' 226.37
'6 36.30
STORM DRAIN LINE "H" C4 34.36 45.00 4,T4454" 18.07
`\ `\ C5 70.69 45.00 gnow" 45.00 ( IN FEET)
O/J6 a ci 13.72 45.00 1728'13" 6-91 1 inch= 40' ft.
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY:# CITY OF LAKE ELSINORE
9 CORPORATE PARK, SUITE 100
K�vl�k-D I.LN IKAMI TRACT NO.31920-1
Fall!
p
o It#1 CCIRF0RATI13N IRMNE, CA 92606 SHEET
SCOTT M.WILSON KATEr STREET IMPROVEMENT PLANS DDA PHASE D
T. 949-679-0.090 10
RCE NO.49884 EXP. 09/30/16 w STORM DRAIN LINEW
No..49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: STORM DRAIN LATERALS 32A 32B OF
E-MLML111- APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
MARK DESCRIPTION DATE AUF 'ST I A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF FROM STA. 19+00.00 To STA.26+00.00 SHEETS
Q4 2 FLA DRAWN B
I F.B. FILE NO.
DESIGNED BY: WMC DR BY: wmCGF KEt4 jWKVjtHA,RCE#qM DATE' CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE FOR:
CHECKED BY., MTM PROJECT MANAGER: SCOTT M.WLSON PTY ENGINEER ?//I- OF MISSION TRAIL W.O.
J
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A PROP.FWISRED GRADE
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JOINTS
0 RCP- 1350 0 1 1 - P- CL45S IV I -T-iTT
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39.75 L.F. 4
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------- 5 1 RALS A" "I
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it, i �[ w
19 20 21 22 23 24 025 26
TF-11AC31 STORM DIM CONSTRLCTICIIN NOTES
CONSTRUCT le RCP(D-PER PROFILE)&BEDDING PER RCFC&WC0 SID.NO M815
i dory 51T�
3: 58 CONSTRUCT 24-RCP(0-PER PROFILE)&BEDDING PER RCFC&WCD SID.NO M815
CONSTRUCT 3e RCP(D-PER PROFILE)&BEDDING PEI?RCFC&WCD SID NO M815
64 q!�-CONSTRUCT 21*RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.U815
C: CONSTRUCT 48-RCP(D-PER PROFILE)&KONG PER RCFC&WCO STD.NO M815
60
63 W i
TRA r 3-1-92 --17 :3 1, �S (��-CONSTRUCT JUNCTION STRUCTURE AID 2 PER RCFC&WCD STD.NO JS227
STA. 1 +30.18 8C 2' FUTURE S1W CONSTRUCT MANHOLE NO. I PER RCFC&W0D STD.NO.MN251
Q�-CONSIRUCT JUNCTION STRUCTURE NO 4 PER RCFC&W0D STD NO JS229
E PR CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD.NO A4816
+
jo� SHEET 12 CONSTRUCT MANHOLE NO 2 PER RCFC&WCD STD.ATO MH252
11H @
CONSTRUCT MANHOLE NO 4 PER RCFC&WCD STD.NO MH254
C NUT45D07W N18*45'00"W LATERAL*H6-1'51 sl CONSTRUCT CATCH BASIN NO. I PER RCFC&*rD STD.NO.CBIOO
PROP- lZ 0' 2)k MARKED*NO DUMPING DRAINS TO LAKE"W17H DAS MANUFACTURING
C6 k YX 5 114'DU94CAST STORM DRAIN MARKER
51 SHEET NO. 12
52 - I --t--- - .
STA.24+91.81
INSTALL CUP RISER PER DETAIL ON SHEET 3
BC 56l*%0-FImLDE
ON LAIE�L HV-21-�
(�q--ooNsmug TEMPORARY Cup 14 GAUGE&BEDDING PER RCFC&W00 STD.M815
-TA.25+62.50 50 SHEET NO. 12 INS PROFILE)
Wlgohlp DRPC----- - - -- --- - -- - '111*�Z�-011:�� (SIZE PER
--- ---------------
50 Ss- --- -SWEr-W.-12-
21" PROP.C 54 ORO
I-9n.6 FUT.20' DW I
if R* 1173�
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STA.26+00.00 b
SEE SHEET NO. 11
N587024
12
SHEET
11- T F-A G-T 3-19 2 0 -14
;;g M 11-o
11+16-.2 STORM DRAIN LATERALS B32A B32B
I E 63
CURVE TABLE
�5bw
5 CURVE LENGTH RADIUS- DELTA TANGENT
IG
In 45.57 45.00 51r00,57" 24.95 GRAPHIC SCALE
I G 36.30 45-00 46-13'03" 19-20 w
12 CJ 449.83 1619.00 15-55'09- 226.37 L
59 N, \I ,
STORM DRAIN LINE NH'n C5 34.J6 45.00 43-4454- 18.07
70.69 45.00 90,00,00" 45.00 IN ET I
vvmoo
C6 13.72 45.00 1728.13r 6.91 1 inch 40' fL
4job ov
FINISH
4-*t
7FT
\A REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY:
9 CORPORATE PARK, SUITE 100
C13F?P0 CITY OF LAKE ELSINORE
AlIVIL.IZIN ATIi3N MiKAMI IRVINE, CA 92606 TRACT NO.31920-1 SHEET
FZ STRE UPROME PLANS D
SCOTT M.W T. 949-679-0090 ET VENT MA PHASE ILSON DATE -10A
RCE NO.49884 EXP. 09/30/16 w STORM DRAIN LINE W
No,4,98M THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WTH THE SCALE: AS NOTED BENCHMARK: STORMDRAIN LATERALS 32A 32B OF
E--Q2ZMLL§- APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FRom sTA.19+00.00 To sTA.26+00.00 13
-70SE-D LINE IT PRORLE LATEPAI H4 STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF
MMM-MIX) U-.111- I CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS
CC6214AWMVDC"InAd� DESIGNED BY*. WMC DRAWN BY. WMC DATE,
rft%T,T4V=R*LLRCE#qlXp V18,1Z1, OF MISSION TRAIL W.O. FOR: F.B. FILE NO.
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.MLSON-1 -_7_-MY ENGINEER I I
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JOWTS12 "ot -Ea
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CONSTRUCT 24-RCP(D-PER PROFILE)&BEDDING PER RCFC&WQO SM.NO.U815
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T (C -1920—15
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WCONSTRUCT MANHOLE NO 4 PER RCFC&WCD STD.NO MH254
&—CONSTRUCT CATCH BASIN NO 1 PER RCFC&WCD STD.NO CB100
MARKED-NO DUMPING DRAINS TO LAKE"WITH GAS MANUFACTURING
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INSTALL CMP RISER PER DETAIL ON SHEET 3
PROP. w CONSTRUCT TEMPORARY CUP 14 C4UGE&BEDDING PER RCFC&WCD STD.M815(SIZE PER PROFILE)
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51 "R, LENGTH RADIUS ,DELLA_
TANGENT
255.67 652.00 2 129.50
61.58 45.00 178-24,37-1 36.71
(o) 38.21 45-00 148'39'08'1 2034
GRAPHIC SCALE
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N...49884 THEt PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
E..oysois APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STA.26+00.00 To sTA. 31+70.91 13
DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEETS
—K DESCRIPTION BY APPR. —bXT—E STI A PERMIT CAN BE ISSUED. R CENTERLINE
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CURVE TABLE GRAPHIC SCALE
CURVE LENGIN RADIUS DELTA TANGENT �n o +a• tea
CI 255.67 652,00 2228'03" 129.50 t•
C! 61.58 45.00 782437' 36.71 STORM DRAIN LINE H , STORM DRAIN LATERAL "830-1"
C3 38.21 45.00 48'39'08" 20.34 'NOb GY 6//3 16
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4 REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 1 CITY OF LAKE ELSINORE
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WILSON MIKAMI TRACT NO..�20-1 SHEET
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y o o SCOTr M.WILSON ATE TRE�? PROVEMENT PLANS DDA PHASE D 11A
RCE NO.49884 EXP. 09/30/16 i
OF
No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: Emmmik
6 _ E"N/./t8 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
MA APPR. DATE f9 ccvrL ��' STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF SHEETS
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1 VERT. I" = 4' -1 =SCOTTT�MMLSDN O�AITE CORPORATION
14 . 'w RCE NO.49884 EXP. 09/30/16 w
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fI L-AEL-IML-00000----EmOMMMNNL- I I� � Eoye o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
DE5�BIFQgN QXTE �' � THE D PERMIT CAN BE ISSUED. - DISC IN CONCRETE POST 72�NORTH OF"r INTERSECTION OF
9 ( IN ter) @@ , :Hw: _.mL_-AffL I or \l" DATE., SHEETS
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REVISIONS: PREPARED UNDER SUPERVISION OF: 9 CORPORATE PARK, SUITE 100 CITY OF LAKE ELSINOFE
7 HORIZ. 1" = 4 1 0' E Ii PREPARED By.#WILSON P41KAA41 TRACT NO.31920-1 SHEET
- VERT. 1" = 4 411611P CORPORATION IRMNE, CA 92606 STREET IMPROVEMENT PLAM MA PHASE D
7 GRAPHIC SCALE SCOTT M.WLSON DATE T: 949-679-0090 12A
RCE NO.49884 EXP. 09/30/16
w
o STORM DRAIN LATERAL PROFILES OF
No.49884
THESE PLANS HAVE BEEN REAEWED FOR CGMPUANCE NTH THE SCALE: AS NOTED BENCHMARK:
RFVFS,1D IATFRAI PMVUF.1; APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND R VERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
IN FEET MARK DESCRiFnON THE STATE LAWS,AND PERMIT CAN BE ISSUED. Disc IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF S14EETS
40' DESIGNED BY: WMC AM—BY., DATE,,/ ON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE
I inch OR WMC CORYD
CHECKED BY: MTM PROJECT MANAGER: SCOTT M. BRAD FAXULL�RCE#4�?Zo EXP.,6-�V_-IT CITY ENGINEER OF MISSION TRAIL. W.O. FOR: 7FS FILE NO. mS La
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27+82. IjJ
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\ 1267.8 FG. Nam'1263.87 BW
1\ `\� \ 1264.1 FG 1167.9 FG '� \\ o -_�� - '264.04 BW 0 - W
406 B 1264.3 FG 1264.2 FG B 1267.1 FG =i gQ C377
\ 1268:3-FG 7 4,60 TW 1268.2 FG A 1263.92 BW 27+50.00 27+93.09 B� W
_1264.80 TW 1264.04 BW
\ . 126. IF yy��33�pg 7F 1264.70 TW 1267.E FG 126Z4 FG 1267.4 FG 1267.1 FG 1267.0 FG __�_. = , 1264.54 BW-_. -27+33.33 1263.73 TC i263.95 TC
\ ` \ 1�67.7 FG 126,121 1F - -- --- a6394 1263.69 TC - {
------ --_s cn_- -126590 BW_-.--
\\ 1264.48 BW 24 e4 =- Te �+ 1264.54 BW 1266.55 BW ---------- ------ -c, 4�9� N 27+00.00 / 27+50.00 7164.D3 F$
i -----= ------ --------- 1267.00 BIF -_-- 64:4dFS (� 63.86 TC N 1263.73 IC >_
726438 FS 1263.96 FS 126382 FS 1263.94 FS - -- 7264.44 FS ------- -- --- uwAi s-' - _ 2� 27+33.33
"' -- 1266.45 FS 3.1 MAX. 1266.9 FS �? - ---- 26+50.00 126169 TIC "= '- -
------- -------- -- ------ 1164.3E TC
> 26+00.00 27+00.00 n --
23+11.40 BCR 23+50.00 6 07 24+00 00 24+50.00 25+00.00 25+50.00 1264.8E TC -_ 1263 86 TC �' ''
Q ( 1264.30 TC 126388 TC 1263.74 TC 126386 TC 1264.36 TC 1264.86 TC 1265.23 TC B 26 _ '1263'91 B 1267.0 FG �\
o 23 A 24 25 ;
1s+sD.00 F H• 'tis3.n ,`i'
- - - 1264.3E TC _, G Rom' CURB
26+00.00 _-''. '7'264.10 FS 1263.87 BW
1263!2Z3+50.
_ PR�CT WALL. 18
23+71.40 ECR 23+78.19 24+00.00 24+2500 24+50.00 25+00.00 25+50.00 1264.86 - �3% '' ' '1264.23 TC 1163.73 TC /26386 TC 1264.11 TIC 1264.36 TC 1264.86 TC 1265.23 TC - - ---- ------------- > 4.20 BW 126ZO FG 9' 5'WALKWAY 4'
3:i MAX.. '126581 _�%•'1 PROP. 1 7
`* --- -1266.45---- --- - 12--FS _ ---- 7267.7 FG 1267.8 FG PAD ELEV
1264.31 FS �, 1263.93 FS 1263.81 FS 126394 FS 1164.19 FS 1264.44 -- --- ---_--- ---- - - 1266.80 __- _�" FG PER PLAN
--- -----� ------ - 1266. "= ---_-_ -_- _ TW PER PLAN
i i�/`7264.41 BW o, 24-�L -24-- --- --- vT- 1164- BW----- -- -- -_ __ = U - �65 91 BW
-- 'f6B.90 BW 1267.1 FG 126Z6 FG �O Q Ak WALL HEIGHT
1264.03 126Z7 FG _ _ 1266.90 BW 1267.0 FG 1267.1 FG \\ VARIES
/ _ 1267.E FG i267.3 FG 1267.3 FC 126ZO FG 0.41' 1.79'
1268.5 FG "
/ /i _ A 1267.8 FG 12642 FG 1264.2 FG B
/ 1268.E FG 1264.04 BW 1264.29 BW \\\ �6' WALL PER SEPARATE SINGLE 2�
'/ 1264.3 FG ZE PER
1268.6 FG 1264.70 TW 1264.70 TW \ -� PERMIT W11HIN R/W
/ 1264.13 BW 1265.1 FG 1266.7 FG 1263.21 1F 1263.46 IF \\
/ / 1264.B0 TW 1264.03 BW 12612 FG 126Z7 FG
126.30 IF 1265.60 TIN
/ ----_ 126,,20 IF 1263.91 BW
I i 1 -------__ 120.08IFF
�\ SECTION A-A
N.T.S.
-vo21
\\ N� R/W CURB
CA _r Tr'l.r1 J J l J r�F\ ,� �� ROECT WALL 18.
`J 5' 5'WALKWAY 8'
PROP.
i I _ PAD ELEV 6,
VILLAGE PARKWAY 4461
g
1 i 7r11r1C7 1920J15 PAD=1267.0
65 64 63 62 52 SECTION B-B
PAD=1268.0 00 N.TS `
PAD=1267.0 PAD=1267.0 PAD=1267.0 PAD=1267.0
L B 1�
C 126aO FG3
126ZO FG 1267.0 FG 126ZO FG 1267.0 FG, IZZO FG 126ZO FG 126ZO FG 126ZO FG 126ZI FG 1267.1 FG 1267.2 FG 1267.6 FG 1268.0 FG 1268.0 FG v/ CURB
Y� RAW
FUTURE 18'
------
1 -- a CT WA
1264.53BW n+ � - ---- ---- ---- " �o ----- -
_ 1 - __ "' '------- 1266.78 BW 9' 5'WALKWAY 4'
-----� --- � -- - �-- --'-�`-- 126549 BW 1265.74 BW � 126599 BW 1266.50 BW 1266.49 BW �
1264.66 BW ;� 1264.91 BW --- 12651E W _ pppp• 1 7. i
`-_.- 1 126539 FS 126564 FS N 126589 FS Ae 1266.40 FS N 126E-39 FS 1266.68 FS PAD fL
1164 126456 FS :t �, 1264.81 FS N 126508 FS NI m1 + + b 1 Q
1264.35�BlJZ 29+00.00 29+50.00 30+00.00 J0+50.00lk 31+00.00 31+50.00 B 32+00.00 32+50.00 32+9349ECR J x tq�gx
W 1264.0 TC 1264.73 TC 1264.98 TC 12023 TC IM48 TC 126573 TC 1265.98 TC 1266.23 TC 126E-52 TC S
�-- - 29 C 30 31 32 33 �g ?$ 2%
W I 28+74.55 ECR �•� 29+0.00 30+00.00 30+3349 BCR 31+19.49 ECR 31+50.00 32+00.00 32+5D00 32+9349 BCR
\ I 1264.36 TC 1264.48 TC 1264.73 TC 1264.98 TC 126515 TIC 1265.56 TC 1265.73 TC 1265.98 TC 1266.23 TC �•�`•; 1 •�TC
-----T -- 1265.87FS = SECTION C-C
1264. 126E 06 FS 126E 1264.5E F5 1264.81 FS 12650E FS 126513 FS I h 31 FS 126E-63 BW
--- - ----- ----- ------- 126574fS _ ------ --------- - ---------- H.T.S.
Wit' 126454 BW 1264.6E BW 1264.9LBW "e - ------ - ---- °E}a } 12651E BW �n 126533 BW �no� 1 126597 BW cy 1266.7E BW o, a 126E-41 BW
- _ ----- ------ ---- 1
1267.0 FG 1267.0 FC 1267.4 FG I 1265.84 BW --------- ----__ _-_ 1269.7 FG \
1267.0 FG 1267.4 FG \ 12612 FG 1267.4 FG 1269.7 FG - \ -
( � PAD=1267.0 PAD=1267.4 \ T PAD=1267.4 1 l�
4[� 4 r I ' U I I 50 PAD=1269.7 11 I o GRAPHIC SCALE
III r�11r�C r 3»20J1
! VILLAGE PARKWAY 6 irI7 I i�h 0
�LJ�6 n.
/s
a REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE
9 CORPORATE PARK, SUITE 100
g CONSTRUCTION NOTES PROEESs�lgyq �� yy cI LSON b\4T on/1 IRMNE, CA 92606 TRACT NO.31920-1 SHEET
��
9 SCOTT M.WLSON DATE T 949-679-0090 STREET IMPROVEMENT PLANS DDA PHASED 13
24 CONSTRUCT RETAINING WALL TIDE I PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD ,,, : RCE NO.49864 EXP. os/3o/1s VILLAGE PARKWAY OF
No.4seaa THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 13
MARK DESCR ±All ,rj9 crv�� \Q- STATE AWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF•r INTERSECTION.OF PARKWAY GRADING SHEETS
�pl\E
DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE
DESIGNED BY: WMC DRAWN BY: WMC `�- -6-,1- //29//S OF MISSION TRAIL.
5 CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON KEN-RLLKAV INII RCE by STY ENGINEER W.O. FOR: F.B. FILE NO.