HomeMy WebLinkAboutC.F.D. Nichols Rd. Phase 2 Stage 1 pg.2 PROP.
PROP.
R' i NZY R RAW
120' 120 -
12' 12' 4B' 48' 12' A�F'
32' 16' I 12' Iz' a' 41'
9' r
? 2' IAnE LANE srILO I 2' / ?,� z' 2
0.4f 1 �Uj7o �&.4 O% -04> 1 0.00 -,A 2C T
20% '
\ 2, \
,.
MEANDER/Nc 34
41' MEANDERING PROPOSED -
SYDEWACK. SYDEWi1LK STORM DRAIN S \/ 9s - -
PROPoSED g9
STORM DRAIN
STAGE I STAGE-2 STAGE 1 STAGE 2
PER THIS PLAN FUTURE RAISED AIEOLAN AND STREET SEC770N PER TENS PLAN FUTURE RNSED A/EDW ANO STREET SECDON -
NICHOLS ROAD NICHOLS ROAD
INTERIM SECTION DURING STORM DRAIN CONSTRUCT/ON STAGE 1 SECT/ON O
STA. 35+17.82 TO STA 80+00.00 STA 35+77.82 TO STA 80+00.0077 9.0
EET
100' 0 100' 200' 300' � SrR ---- —
l� J( r FU7VRE _ \ \
SCALE/N FEET
PROPOSED INTERIM SECTION DURING ✓" ���J) _ _-
STORM DRAIN CONSTRUCTON ` v�
PROPOSED STAGE 1 SEC1ON
_ s
0 0 /
„,.
R/W FOR PIERCE CDNSI%?UC770N NO
EET
77 f o (� r
OI CONSTRUCT 6'A.C. OVER 20"A.B.
- - - -
CONSTRUCT &GUTTER TYPE A-8 r
PER COUNTY OF R RS/DE STANQ4RD NO. 201.
SIDEWALK PER COUNTY OF '
0 CONSTRUCT P.C.C. MEANDERING S/DEW
J e
RIVERSIDE STO. NO. 404. SIDEWALK WIDTH MOO/FIFO TO 6: r
2
E
-- ___•--- ---- ._ - _ o-
-__—_ EAR OPENING FR9MF DEPRESSIONPER COUNTY OF RIVERSIDE S CONSTRUCT
�TAN04RD NO SIN NO 7 S AND LOCAL
2 D/A. CL ✓ l 6
AND OVER, ALHAMB34 FOUNDRY RW
o-- A1535 OR APPROVED EQUAL. STANDARD NOS 32f &312. LOC4T LOCAL DEPRESS/ON AT G ��
�.% o - 6 y"� 12'.Y DITCH T?MWTA V Y D1TCN SCR/EC?✓O/NT WHLRL-APPL/CABLE.E
moo. �--�--0 ° (/11 r�F Ll Co � SEE STO. 303 FOR �� 10 CONSTRUCT CURB OUTLET PER COUNTY OF R/VERB/DE STANDARD NO. 308.
CURB nd9NS/TKJN I MODIFIED PER DETAIL ON SHEET 2. r'
/ l
�J L PRO FILE
-� ��� J(� �r�j L l 1 TC 21 M/N. I �� PER fz PERPLAN 13 �NR4R0 300&300A. PROVIDE FLOWG4R0 TER�NSER�C/TY MG4/NTA/NED -����
PER PLAN 2%M/N. pL,en/ ° ��
INDEX M�� _ _ .. _ "d CONSTRUCT 12'HDPE CONNECTOR PIPE TYPE S'MIN/MUM
^ ea ° 14 THICKNESS AND STIFFNESS PER CAL TRANS SPECS SECT/ON Y ( )))
PARALLEL W/TH INVERT64-1.0$• CITY MAINTAINED.
SHEET NUMBER PROPOSED INTERIM SECTION DURING / ✓ ��T"
PROP. `/ s STORM DR4/N CONSTRUCTION o J
¢ PROP.
RIW �F /
N2r e>, ■ ■ e� PHASE LINE- A A
R� SEE COUNTY STD. 308 FOR STRUC7ZIRAL &APPURTENANT INFORM477ON PROPOSED STAGE 1 SECTION
a �
Im, I TRACT BOUNDARY NTS
12' 48' 48' 12' NORMAL 8'CURB& GUTTER PER PLAN .Tyt
I 47 VARIES I 12'.Wr elf) F
r 7 I o
?v 1 0 00 2' cL sranoN 6' v mLrl 1>uNs1a1N o�
2.0% -041 2 0.41' - PER PLAN ` TC ELEV. MEANDER/NG I �,1� �,� -
2 % FUT. TC - A o u PER PROf7LE S/OEWALK - - A1
_ o
34 2 FUTURE PER PLAN_ PLN 7C FL - FL PER l 0
MEANDERA^ mEouN 3PER PLAN
S/OEWAL '
STAGE 1 STAGE 2
PER 71NS PUN FUTURE RAISED A/EDLIN ANV C01),
\�/ / 12' 6' f7RST fZUSH CB a
57Ra7-'rMlav
u TC ELEV. B- INSTALL ADD/nOA64L 04LVN/ZED r ,`` 3' '/'W M) 2' 6"A
W/12-D/A. MH 13 0
PER PROF/LE 6'
NICHOLS ROAD MEANDERING I STEEL ANGLE PER ANCHOR i� 8' 6' AUTAMBR9 A-20-95 ti
DETAIL AS SHOWN/N STD. 308. C
STAGE > SECTION o SIDEWALK APPROVED EQUAL.
STA 30+00.00 TO STA 35+17.82 h1 AT CURB O1/ILEIS GUCURERZCURER
77=9.0 r.((�F� FLOW B&
NORMAL 8'CURB&GUTTER PER PLAN /� - r�J 4 84 I4
a0 E� _ _ P/A/V
oa' 200, 300' SEE 9Ta CURB OUTLET DRAIN MOD/F/CAT/ON DETAIL
FAR GUTTER ,10 h �EXPNS/ON JOINT(7YP.) -°
L/NE SEE COUNTY STD. 308 FOR STRUCTURAL &APPURTENANT INFORA/AnON
SCALE IN FEET o .� 1
EX/STING STREET IMPROVEMENT NTS _ PLAN WfW \ V
PER NICHOLS S. OLNTY 0 r- R r �,Jrr —_/ _/ // i y y NORMAL GUTTER FLOWL/NE
PHASE > PLNS I,/ \\///`) 1
l/�/5r/CiJ 11,y�� 70P OF CURB
••�-�-T e�' j ° U b
ROW
GO FZOW INSTAL fZOWG4R0 PLUS
'iCS
TERRA'
(F'ER�MANUFN/NGR E) O o
HOPESP
Z
---��- - - - -=tf1- - 4� -- 2-.- 43 - 14
- r �
TYPICAL CATCH BAS/N/LOCAL DEPRESS/ON
l „o
y N 4 FLOWSY CONDITION
— 09/LAB N.rs
RE PIONEER LANE NOTE., cirr To MA/NSA/N ALL FiRsr FLUSH carcH aAsiNs m
BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: CITY
r p r r �+ w' p r
FROM 77/E INIERSEc7Azv OF COMPLIANCE WITH IHE APPROPRI47E COIVD/nONS QRCFESS/0' C I 1 1 ®f `/•+A K L L LJ I N O R L SHEET ti
LAKESHORE OR/VE AND ORYDEN fWNEER PREP
OF OEUELOPMENT ND/OR CITY ND STATE R.: F,C.• Tq-Y GR�5/WE OR LMMI-Fa4 UH4NNOR/ZED CANAZES TO THESE g Call: TOLL FREE . F ENGINEERS PLAW AU � ,9 P„�,�T BE,,��BY TRACT 28214 STREET IMPROVEMENT PLAN STREET 40 FEET SOUIHEAS7ERLY o LAWS, AND A PERMIT CAN BE ISSUED. A. 2 Z
ALONG lAKESHORE ANO 40 FEET h C C PREPARER OF 7HE5E PLANS AND DIE CITY ENGINEER. 2 O
CML ENGMEERS-PIANNER3•SURVEYORS
1-800 2 1880 CONPON AVENUE,SUITE t00�CORONq G 9P881-330�951-]34 21
NOP7HEAs7ERLr ro 7HE crNSELEo w No.64263 �*+
SGL A�THE 70P G r� EXP'6/30%9 C.F.D. NICHOLS ROAD PHASE 2
AT BCR. 227-2600 Q' D Ma� 1A�'b�,/$�S * * PR NDER THE SUPER14S/ON OF.- SCALE 1= 1Gb' OF 1ET
r v ap , STAGE 1 SHEETS d;
BENLWMARK NO.c-95-33 7M�0 MbRI(R�DAPS eEPoRE 1roU DIG KEN SEUMALD R.C.E. NO. 56915 EXP. 6/30/09 �4, CAUFG�\ MIKE C. TA/NG b'4263 06130109 DATE gs��107 INDEX MAP & DETAILS FILE No.
ELEV. = I358.45 AM(1929 a1TUMJ DESIGNED BY:KM DRAWN BY: KM CHECKED BY: MCT 017Y ENGINEER, C/TY OF LAKE ELS/NORE R.C.E. NO EXP. DATE