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CURIE& LINE DATA
___ - NO. BEAR/NC/DELTA RADIUS LENGTH TANGENT
PROPOSED STORM DRAIN PER NICHOLS R040 _,- '/� A 29'41 44" 1750.00' 907.00' 463.93'
C.F.D. STORM ORA/N PLANS- STAGS f MSHCP��V7� i��
160607" 1798.00' St9530' 254.32'
EASEMENT DED/C47ED TO C17Y OF -` 'I TRACT 282 / 06'52 07" 1798.00' 215.55' 107..90'
r�/LT V Orr I/rr��/err LAKE ELSINORE FOR SLOPE -- , 29'4143' 1757..00' 910.62' 465.78'
.. ✓ MAINTENANCE PURPOSES PER
INSTRUMENT NO. -- - / 87-4841' 35.Do' 53.64' 33.69'
8T484f" 35.00' 53.64' 33.69'
_- - — G 29'4/43" 1766.00' 915.28' 468.1T
50*76.64 CL AMCHMS RBAD __
_ _ _ - PROPOSED STORM DRAIN PER N/CHOLS ROAD - -.. r Z ry
h- �214.99.24 CL FUT. 7ERR4 C07TA RLi40 - C F.O. STORM ORA/N PLANS- STATE Z
O �9,U, - TRACT BOUNDARY PROPOSED 12"CRA07Y
b Q V f <=146z p1' -SEWER PER 26214 OFFS/7£ R/W DEDY6ATE0 PER (11=
0 FL> SEWER AND WATER PLANS INSTRUMENT
.. PROP._..R/W DATED
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VT4R DRAIN _{•1 f5.52 , ry
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53 D _ O CONSTRUCT/ON NOTES
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IV COUNTY{y- � ��- ° COUNTY OF RNERS/DE STANDARD NO�20f P
NSTRUCT P.C.C. MEANDERING SIDEWALK PER COUNTY OF �
RIVERSIDE STD. NO. 404. SIDEWALK W/OTH MOD/PIED O 6:
/ O CONSTRUCT CURB RAMP TYPE I/PER C17Y OF LAKE ELSINORE
-V• 9 .:,_ _ - STANDARD NO. 2148..
gg °to Di ,N - PROPOSED 48" TER t/NE(Z1434) 7R4CT BOUNDA,R�.'�°
S,e V h PROP. R/W PER A BERHILL TR4NSM/SS/ON PIPELINE ° CONSTRUCT COMB/KAAON INLET CATCH 84SIN NO. f AND LOCAL
ry X PROPOSED 16"WATER �q ° °� O DEPRESS/ON PER COUNTY OF RAVERS/DE STANDARD NOS 301 &312.
.2h ^ h 'ti a _LINE PER 28214 ORATE -. T# ^-D£D047FD PER PLANS ,. ,„� LOCATE LOCAL DEPRESS/ON AT BCR/ECR JOINT WHERE APPL/CABLE. y
C -•,o, ..,.. I '-^ h y, - "YEWER AND WATER PLANS /NS�TUMENT, _
CONSTRUCT CURB OUTLET PER COUNTY OF RIVERS/DE o;
rr �T>i rr T �T�f�'���-'•7C 1 10 STANDARD NO. 308. MOO/PIED PER DETAIL ON SHEET 2. e
7-Y-OR4RY DES/L77 84S.rN 4 13 CONSTRUCT CURB INLET FIRST FLUSH OOA BASIN PER g
RIVERSIDE COUNTY STANDARD 300�-30[7A. PROVIDE FLOWGARD o;
I ° FILTER INSERT,' C17Y MAINTAINED.
CONSTRUCT 12'HDPE CONNECTOR PIPE TYPE "S"MIN/MUM
LEGEND 14 THICKNESS AND S77FTNESS PER 04L7RANS SPECS. SECTION
FUTURE TERRry /A,/ oy' / C /r/{� e 64-1.03,• CITY MAINTAINED.
40' O 4a' 6a' 12a' SEE TRACT 29?>4_9 STREW o��R0A0 / r/�0 /®L a/ ROAD®/�® 15 OF AC7RUCr 2EN REDWOOD HEADER FLUSH W?Y F7N/SH SURFACE h
SCALE/N FEET
NEW A.C./A.B. SECTION
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BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REY/EWED FOR SEA UNAUTHORIZED CHANGES: 2
FROM THE INTERS-IC7RJN OF COMPLIANCE WIPI 7HE APPROPRIATE CONDITIONS QROF ESS/O CITY OF LAKE ELSINORE SHEET ti
G,,o C. . C4UNON- THE ENGINEER PREPARING THESE PLAAS WU NOT 8E U
RRU 7 40 oRNE AND Fa9YDfNASrLR COII' WILL FREE IA DEVELOPMENT ANDCAN/DR E AND STATE ��\,FF. Tq� F ENGINEERS 'PO /�E OR tbeBLE FOR unuurHOR/zEo cHANces 777 TrIES£ ACT 28214 STREET IMPROVEMENT PLAN
57REET 40 FEET SOU7HE40 FITT o LAWS, AND A PERM?CAN BE ISSUED. h 2 Z RAW ALL CHANGES 70 THESE PLANS MUST 8E APPROVED 8Y
v1 C CML ENGINEERS•PW/NER-SURVmRS
ALOA�CAKESHORE ANO 40 FEET Z 1RR0 coNProN AVENUE,SURE 100•CORONA M 9MI-M.01-734-I13C PREPARER OF 7HE5E PLANS AND 7NE C77Y EAWNEER, Q.
NOR7HEAS7ERLY 70 THE CNISEtED 1-800
3YN41RE-/N 7HE TOP OF CURB Exp.6/30/09 N/CHOLS ROAD Pf�4SE 2 6
AT BCR. 22/-2600 y� Q * * PR OER THE SUF'ERNS/ON OF* SCALE f'- 40' OF 1 V
STAGE 1 c nn SHEETS y
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H 356 5 MSY (/929 D9TUMJ 7W0 ��BEFORE YOU DIG C17Y ENGKEN NEER, C/7Y OF LAKE ELS/NORE 6/30/09 TF 0FV IFpR�\ C.R.C.E. NO TA/ 64263 EXP. DATE 06130109 DATE 08126107 STA. 48f�00 TO STD• ✓7�'O70 FILE No. 2
DESIGNED BY:KM DRAWN BY: KM MCT CHECKED BY: MCT