HomeMy WebLinkAbout1739 k I CITY PROPERTY
I
2 ' 2 0 ' A.P.N. 0227-8t1--OOa 20
TYP . 95 ' 100 ' 100 TYP .
.�..■ I� 1' ^ IST. 30"RCP LINE "C"
ER DWG. NO.1307–D,
�;� �'� i 4 i =0.0100 PROTECT IN PLACE LINE
7 pAYLIGHI _ _ _ _ -
— DAYLIGHT LINE
Y — z
IEXI5IT. LVE k APROACH 1. I I I — — —
zw
R Ln I 4 \ _ �= DAYLIGHT LIN w
TO BE EMOVED PER
c�)z 4 5: 1MAX.W(3. N9.1307 SHT. 3 0 o I_ : 1 MAX. \ _ E
> » o
�, o o o a �, o 0 7 8 0 �2 E 5 3 o o _ �, o o� o -
0 g 6 . 0 9 "' �; �, M o ->� �; MSN. �
z i I ``� -
N 74009 i i i 1.0x
s. t.2X 1 Z 1.0
` I
66 -00
c0 — N 1.0 1. e N 1107.
N •w
8
D fi------ off _ – ------ -- --- –N-451
y ------ --- ----- ---------- ------ -- -- -----
rtn if
rti s
INS.FALL SI PEAR R.C. SID'S I �j 1
N POST > > ' I � �•8,�1 i 1 � �� •o 15' WIDE EASEMENT FOR DRAINAGE AND
R96 ac Rs A SIGNS 0 N , I o� z ��s TYP. �� z u,��� N ��� TRAIL PURPOSES PER P.M. N0. 15349 1 TYP , c
C
J I I\n N(V 'n N F, W 'O�
� re)p) � MM � MtrLDGO ei "C
rn
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0
1
I 41 O
I o
O
1g n n I A w
STORAGE WEST
BASE LINE ROAD BASE LINE ROAD
0
N
GRATE N w
v
PRECAST CONCRETE
CATCH BASIN � '� � W
8" PVC Moct� �r , > z
z
o
0 5 10 15 20 30 40 60 x
8" PVC
ELBOW
U
PLASTIC TEEG'q
12" PVC MAIN SPECIAL NOTE:
� CxURC11 DRIVE
z
/* SEE PRECISE GRADING PLAN FOR P . M . NO . 15349 r s x w
C . U . P . 99 - 61 FOR GRADES AND STORM DRAIN �' x
a
TRAIL ILLUMINATION TO BE WALL MOUNTED BUILDING
BOULEVARD FOOTHILL BOULEVARD
LIGHTS - SEE ELECTRICAL DRAWINGS SHEET E- 1
DRAIN DETAIL �FOiP iPEFE�PE/YCE OrfiLYJ � TION NOTE
DURA—DRAIN P8 C/TY /5 OX Y /f 24 FOS IV141/VTE/l/19/I/CE
N.T.S. 5/AOGfll 4Z Ir TO F,-CILRUBLACT1f,41L 254,52lfNTCONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN
1 IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT
VICINITY MAP
MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE CITY ENGINEER. THE CONTRACTOR SHALL ASSUME N.T.S
CONSTFMTM NOTED FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH
NOTIFICATION.
CONSTRUCT 6'-0" WIDE 4" THICK CONCRETE CURVILINEAR PEDESTRIAN SIDEWALK WITH MEDIUM WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE
BROOM FINISH AND DEEP SCORE JOINTS AT ±10'–Ow ON CENTER. PER CITY STD. PLAN NO. 114. 2
1 2TICK FULL DEPTH POLYFOAM EXPANSION JOINT WITH THIOKOL BEAD, TO BE PLACED AT CONDITIONS. STAKINF FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY
V ® " H
/ " ON CENTER AND AT LOCATIONS SHOWN ON PLAN. SEE DETAIL HEREON. THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.
t20 –0
Q 6'-0" HIGH DECORATIVE TUBULAR STEEL VIEW FENCE, PER CITY STD. PLAN NO. 608. 3 ALL FORMS AND ALIGNMENT OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING
® INSTALL 12" S.D.R. 35 P.V.C. DRAIN 0 0.807.. 6--ORiPEF25eFMCEONLYJ ��` AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO
POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).
Q PEF
INSTALL DURA–DRAIN MODEL P8 AREA DRAIN (OR EQUAL APPROVED) (FO�P� Ei ,41C,E ONLYJ '
4 FOR SITE GRADING SEE CIVIL ENGINEERS PRECISE GRADING PLAN.
W - 5 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL
UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE
RESPONSIBILTY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID
ROOFDRAINS UTILITIES.
N'LY 6 CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
15' NOTE: REQUIRED, REFER TO LANDSCAPE ARCHITECTS IRRIGATION PLANS. DESCRIPTION 0 F REVISION DATE APPROVED
TRAIL EASMT. ROOF DRAINS SHALL NOT
71-pv Cffy PROPETUY N. 6' MIN. DRAIN TO TRAIL EASMT. 7 CONTRACTOR SUUBCONTRACTORSLL BE AS REQUIRED RESPONSIBLE
ACCOMPLISH COORDINATION WITH CCONSTR CONSTRUCTION OF OTHR
THEEPROJECT. CITY OF RCUCAMONGA
PROPOSED ** ** STORAGE 8 PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE
SP.PZCUT SCORE J0:N7
DAYLIGHT W.I. FENCE 1.5' BUI�(�i A2 SUBGRADE AND PROVIDE SUBSURFACE PREPARATIONS PER SPECIFICATIONS. P.M. NO."EG7-ND; LINE EXIST. GR. 1.5' MIN.
_\ 99-61
9 CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE
:. C011CR-77 PAV711C. 1- BLDG. F.F.DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. TRAIL PLAN
1 1
3. WA-- PRO _ FFALA:'. C017 MAT :1 PAV'NG. * * ,q 10 ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A
'01L0. SAN.?I:'S PRIOR _S I';S� L 1101;. �–� CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND
4. 1' " POLY F AN EXPASSI05 JO"XT W"' A3-AWAY 5:1 MAX. / 2.0% MIN. APPROVED BY THE PUBLIC WORKS INSPECTOR, A MINIMUM OF 48 HOURS PRIOR TO
0?, S S. QS. DURA–DRAIN MODEL P8 OR **MEANDER SIDEWALK PER OFFSET BEGINING THAT PHASE OF WORK. �fc9 141rfoVED BY% MITE
5. CO? ?ACTED SUP-GRADE PER SOILS REPORT. FL EARTH SWALE 1% MIN MEANDERING DIMENSIONS SHOWN HERON G; � �� C�T�EN�J�NEE/�� Iq ( A�ff
�FO�P/PEFE/f'ENCE ONIr� 11 IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR - - - -
SIDEWALK No. 14814 rn
12" PVC S.D. ** 6' MAX. ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. DESIGN MADOLE AND ASSOCIATES, INC. R ENDED
0 0.50 MIN. Exp: 3-31-05 * M.N.S. OF THE INLAND EMPIRE ��V
�FO�P�PEFfiPE/YCf OiYLY� 12 ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB OR PROPERTY LINE 10601 CHURCH STREET STE. 107
(TYPICAL). �9� Oc I j\, DRAWN RANCHO CUCAMONGA, CA 91730 SII T
CONCRETE SAW/ D . S . JOINTSHONE (909) 948-1311 SOF 1
TRAIL SECTION M.N.S.M.N.s.
N.T.S. CHECKED RCE No� DRAWING N0.
M.L.B. DA $ 1 FILE No 173
01 J. 126-1351',g7ding'Ntrail.dwg, 081'07 2001 10:25:50 AM. F;