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HOR/Z. = 1 =40' _ __._..___..---- --- -- -I'-�-- —� --- --- {._.--}_--�-_---�--- ---F-- --- ---f_. �3003 rc _L 54d ' ':.. .. PART OF 00.'IiG _f_ -I-
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EASEMENT DED/C4TE0 TO CITY OF
LAKE ELSINORE FOR SLOPE ��- CURVE& 11NE DATA
MAINTENANCE PURPOSES PER NO. BEAR/NG OELTA RADIUS LENGTH TANGENT
EASEMENT DED/C4TE0 TO C17Y OF INSTRUMENT NO. _ q- -'a D /
LAKE ELS/NORE FOR SLOPE EASEMENT DEDICATED TO C17Y 1952'15" 1750.00, 606.92' 306.54'
MAINTENANCE PURPOSES PER OF LAKE ELSINORE-FOR STORM - �, °4 - C>
INSTRUMENT NO. 1�0� DRAIN PURPOSES PER,-.. 15.4338" 1798.00" 493.54' 248.33'
yh6g�30, INSTRUMENT NOl__ r Z 1952'16" 1757..00' 609.36' J07.77'
EASEMENT DEDIC47ED TO C17Y OF LAKE 42*57.12 CL N/CHOLS R049 'yhp9• //'/yv r '/r�yC r - \ --
ELSINORE FOR STORM DRAIN&SLOPE =22*14.89 CL fUT PIONEER`' E fZOJYBY '� r�✓1Y1/ Jr �1�YL11"'�I��L s'�� - _ �z z n tm.� 00'42'17" 179B.00' 22.11' 11.06'
MAINTENANCE ACCESS PURPOSES PER - El4S/N, R/W OED/GA7F0 PER' l i - - \�T\= 88'09'15" 35.00' 53.85' 33.89'
IMSgC)P L410) /NS7RUMENy%_-_- z "'INSTRUMENT NO. -_-- - --- --—_L L- - - - p = 8825'f8" 35 00' 54 0>' 34 05'
---- ----_ p -+ 1952'15" 1766.00' 612.48' 309.35'
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O II4FFI PROPOSED STORM DRAIN PER NICHOLS ROAD PROP R/W �� 70"GRAAlITY URB 8 GU
O I� C.F.D. S70R-Tf DRAIN RLANS- STAGE f �': \ PROPOSED Z8214 DEFSfTE FVj C w 1 P
-- s�ER D 1'; 14 PLANS A P }0,$ w o / 43.1 cA
1 - MEDIAN t3 pRO� 13
` FUT RAISED Qp a
EC 30"W INTERIM`EP
FUT CURB-*t 6V7TER o - PROP STORM DRAIN 45 -�� N
FUT RA/SED MEDIAN EX 24 SF, b EX. 24"SFM DURIND -BN 13
^D PROP 1 EP 44 CONSTRDCTI -- — -- --4�;w - CONSTRUCTION NOTE.$:" m
• I� __ - - --- - PROP 10".5. - - IT7?70 •_. 1368.78 _ 0 2 ,pRO�' �-
f^ _ 13Z"-P �. 43 p - _�- V - �„y£
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9 40 N 42.17 5 "W 42 p _r _ - _PRO 6 '1 / O1 CONSTRUCT 6"A.C. OVER 20"A.B.
WATER LlN_E1Zj434J PNS - 0.
osi CONSTRUCT 3 A.C. OVER 8"AB M
�V382.74Y37L5L- i� SED 48" PIPELINE PLANS-- e ... + 7Td4CT BOUNR4RY/V - z A-8 PER
01 1 5 E �'� 5 _ p05' TRAN, N x U COUNTY OF RAVERS/DE STANDARD NO 201
00 _ D 6 BERYL - �o
W = I 1382.65 -.__---- -PROP. 48"W b �'_.._._-^ - 1,17335 /4 - 137. - F 1368.21 A�_ _ lc -
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�z. • PROPOSED 16"WATER "- Og£� CONSTRUCT P.C.C. MEANDERING SIDEWALK PER COUNTY OF 'g
--PROP. 16"W ---- � -- -- --�- - - .� - 39 O RIVERSIDE STD. NO. 404. SIDEWALK WIDTH MODIRED TO 6: W
--- LINE PER 2$214 OfFS/TZ-
34
' -- --- - - SEWER AND WATER PLANS
10 CONSTRUCT CURB RAMP TYPE//PER C17Y OF LAKE ELS/NORE
.. -.... PR' -
' 0P_R/W -60 I _-43+.19 64 - R/W D£D/C97E0 PER O STANDARD NO. 2f4B.
- -- - Y PROP R INSTRUMENT, _ CONSTRUCT 10'CROSS GUTTER PER COUNTY OF RIVERS/DE
^ �12�•14• f32.58 /J/ ��y -... DATED--- '�, O STANDARD NO.S 209&209A.
I - T COMB/NATION INLET CATCH 84SIN NO. 1 AND LOCAL
_C 11- O DEPRESS/ON PER COUNTY OF RIVERS/DE STANDARD NO S 301 &311.
2 h32.8 ^�IU d®
2 II ^� ^�I I - PPL/CABLE.LOCATE LOCAL DEPRESS/ON AT BCR/ECR JOINT WHERE A
�� JO CONSTRUCT CURB OUTLET PER COUNTY OF RAVERS/DE �
STANDARD NO M6 MOD/F/ED PER DETAIL ON SHEET.? g
>3 6' 1A, CONSTRUCT CURB INLET FIRST FLUSH CATCH BASIN PER
n// JR/f' T1i/�7'2A_F111—�1 �i' II O I^�I I.�Fj
I !+ 13RIVERSIDE COUNTY STAND4RD 300&3004. PROVIDE FLOWG4RDI� LEGEND RLTER INSERT"• CITY MAINTAINED. 2
_ T I , V1 A/E A /�, 0 1^ //�� e CONSTRUCT 12"HDPE CONNECTOR PREF TYPE S"MIN/MUM
RI , PIONEER LANE /,/// H®1-V ROAD O 1® >4 THICKNESS AND STIFFNESS PER CALTRANS SPECS SECTION
SEE TRACT 28214-8 STREET IMPROVEMENT PLAN , Y V
NEW A.C./A.B. SECTION 64-f.03,• C17Y MAINTAINED.
CONSTRUCT 2X4 REDWOOD HEADER FLUSH WITH RN/SH SURFACE
40' 0 40' 80' 120' 75 OF AC AN VEMONT. ti
SCALE/N FEET
a
BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REU/EWED FOR SEAL UNAUTHORIZED CHANGES: /�► C LAKE
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FROM 7FIE INYFRSEC77ON OF COMPLIANCE W/7H THE APPROPR/A7E CONDITIONS QROFESS/0 - CITY TY OF LAKE E LS I!�1 O R E SHEET
MKESHORE DRIVE AND DRYMN MON
Coll• TOLL FREE OF DEVELOPMENT AND/OR C17Y AND STATE �����E C• T,q !� q ,y OR bOBLE F77ME ENGAaW R UnwuTRMAU TORZEEO iaar/CEs PMAIS LTo TTiFE�SE
STREET 40 FEET SOUJHEAS7ERLY o LAWS, AND A PERM/T CAN BE ISSUED. 2 - IVGTIVEEFT's PLANS ALL CFNNGES TO THESE Pour MUFT eE APPRol2D er TRACT 28214 STREET IMPROVEMENT PLAN
ALONG LAA'ESHORE AND 40 F£ET
y C �% CML ENGINEERS-PLANNERS-SURVEYORS 4
NORIHEISTERLY TO THE CHISELED 1—8®® w Z 188D COMPfGN AVENUE,SURE too•coRGNA,cn.azeet-33Vo•sst-na-zt3G � O
No.64263 m
3'OVAM- IN THE 70P OF CURB Exp.s/3o/os C•F•D• NICHOLS ROAD PHASE 2
AT".. A THE SUPERNS/ON OF. OF 16
%00227-260� DALE p4c�jg�jg * * e L o SCALE 1"=40' STAGE 1 sHEtrs
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BENCHM4R m C-95-33 7W0'NORKING DAIS BEFORE YOU DIG KEN SEUA[4L0 R.C.E NO. 56915 EXP. 6/30/09 rf OF VCAUFO��\ MIKE C. TA/NG 64263 osl3ol0s DATE 06�26I 07 STA. 39t00.00 TO STA. 48*00.00 FILE No.
LZE7! = 7356.45 MSL(7979 OA7UMf DESIGNED BY: KM DRAWN BY: KM MCT CHECKED BY: MCT C17Y ENGINEER, C17Y OF LAKE ELS/NORE R.C.E. NO EXP. DATE