HomeMy WebLinkAbout2435-2IJ
CONSTRUCTION NOTES SITE WORK:
QUANTITIES:
CONSTRUCT 6' HIGH SLUMP STONE
PERIMETER WALL. SEE LANDSCAPE +,.---' �.. �,--„'----------”
ARCHITECT PLANS FOR CONSTRUCTION DETAILS
1 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA 0.1
STANDARD DETAIL N0. 101. _----- _---------- --._-_ 418 LFA
STEEL RESERVOIR
2 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STANDARD
DETAIL NO. 101. ---------------------- ------ 135 LF LOT "C. �.•.----_-- .
C�7 CONSTRUCT 3' WIDE CONCRETE "V -GUTTER" PER DETAIL ON SHEET 1. - - - - - 127 LF 10' MIN. � '---'--�, LOT 47 1787.25
4 CONSTRUCT CONCRETE DRAIN ADJACENT TO THE RETAINING WALL ���� TOP OF FTG.
- PER DETAIL ON SHEET 1. OUTLET OVER TOP OF CURB. _ - - - - - - - - .- - _ 135 LF
,w•� CRUSHED ROCK, SEE STRUCTUR.
cJ CONSTRUCT 4" THICK AC OVER COMPACTED NATIVE PER CITY OF Qw VA,RIES, ; <'::: DETAILS FOR THICKNI=S...._........
�_,..w_--I
; �.:.....:.
FONTANA SPECIFICATIONS. _----------------------_ e245 SF
" PAD ELEVATION -- �-'
6 CONSTRUCT 2 THICK AC (TEMPORARY PAVING) OVER COMPACTED NATIVE 2
PER CITY OF FONTANA SPECIFICATIONS. PAVING TO CONTINUE EAST PAD ELEVATION 1 5 RESERVOIR F00T1NG
6" MIN. .,.. . ,; • :. �
ON FOXBOROUGH DRIVE. _----------------------_ 10984 SF `' " •:
DEEPENED FOOTING
% CONSTRUCT COMMERCIAL DRIVEWAY (6" THICK), W=16' PER CITY OF FONTANA "
STANDARD DETAIL NO. 102-A. EXTEND CONCRETE TO WALL. - - - - - - - - - 260 SF 6 MIN. r, ---
+ AMOUNT OF
$ CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD - - _ 500 sF SECTION;, A—A DEEPENED FOOTING��
DETAIL NO. 105-A. _-----------------------
9 SEE LANDSCAPE ARCHITECT PLANS FOR GATE DETAIL. - - - - - - -. - - _ - - NOT TO SCALE,,. -'`
0 1 pLd.
•�4�-�+�- L.S.
A, 11
CON C R ET E FAV IN G U 3'+ CONSTRUCT 6' HIGH SLUMP STONE
12
" < PERIMETER WALL. SEE LANDSCAPE INSTALL 3 SCH 40 DRAIN PIPE. _-------------------_ 27 LF
ARCHITECT PLANS FOR CONSTRUCTION DETAILS
CONSTRUCTION NOTES -- WATER: QUANTITIES', t
EXISTING SLOPE `
A
INSTALL 16 INLET/OUTLET WATER LINE WITH 16 BUTTERFLY VALVE
PER DETAIL SHEET M-5 OF CITY DRAWING NO. 2325. - - - - - - - - - - - -
L.S.
B
CONSTRUCT 120' DIA. TWO MILLION GALLON TANK WITH APPURTENANCES
AS DETAILED ON SHEET M-5 OF CITY DRAWING NO. 2325. LOCATIONS OF
24" DIA. FLANGED ROOF HATCH, SHELL MANHOLES (TWO), EXTERIOR LADDER,
INTERIOR TANK LADDER, ROOF ACCESS - 36" X 42", 24" do 48" ROOF VENTS,
AND A LIQUID LEVEL INDICATOR BOARD TYPE BY VAREC ARE TO BE FIELD
LOCATED. -------------------------------
L.S..
C
INSTALL 16" X 16" X 12" TEE. _--------------------_
1 EA.
INSTALL 12" BUTTERFLY VALVE. ---------------------
1 EA.
E
INSTALL 12" STL. PIPE, CML&C, 10 GAUGE MIN. PER CITY OF FONTANA
SPECIFICATIONS.
L.S.
F
INSTALL 12" OVERFLOW LINE PER DETAIL SHEET M-5 OF CITY DRAWING NO. 2325.
L.S.
G
INSTALL 8" DRAIN LINE PER DETAIL SHEET M-5 OF CITY DRAWING NO. 2325.---
L.S.
Fi
CONSTRUCT OVERFLOW ENERGY DISSIPATOR PER DETAIL SHEET M=5 OF CITY
DRAWING NO. 2325.--------------------------
L.S.
j
INSTALL 2" TOP OUTLET. ------------------------
2 EA.
J
INSTALL 12" X 12" X 4" TEE. ----------------------
1 EA.
EXISTING SLOPE
EXISTING SLOr"`
LOT "C"
SECTION E -E
NOT TO SCALE
-STEEL RESERVOIR
10' MIN.
H
1787.25
EXISTING RETAINING WALL H �J TOP OF FTG.
PROTECT IN PLACE
Q
PAD ELEVATION
_. RESERVOIR FOOTING
6" MIN.
SECTION F -F
NOT TO SCALE
LOT "C"
EXISTING BROW DITCH •- "'
PROTECT IN PLACE
•? '• '.. y :tom''
SECTION 13-13
EXISTING SLOPE
NOT TO SCALE
�- 3 CONSTRUCT 4' HIGH WROUGHT IRON
ATOP 2' SLUMP STONE VIEW WALL
SEE LANDSCAPE ARCHITECT PLANS
~ FOR CONSTRUCTION DETAILS
8z
wo
LOT "C"
EXISTING mow oira+J
PROTECT IN PLACE
VAS
NOT TO SCALE
i
---� 0.17'
EXISTING SLOPE
».......,,,•, VIC` A�
*NGN PE NRCN
IN PLACE
co
.... _ -w - - -..w_ -- X• Pti moiG
87.25 TR
7 8)
86.75 FSO
I."
2 to
6• co R�
x 3
17(1 6.2 5
rr rr
5
x P=788.0
1786.4.
. 87.25 ` 0. r /.
P 7 8 1
r,116.75 Fp • 1 //
Lo
' 6 / ..- 0. o' of �h
FUTURE SCE
TRANSFORMER PAD
. G
IR
87 • 2
5 FS \ 6.25 ?• ���p • F �� G -----
5.sx 86.7FS
f - 0.0 DF X\ 0.5 DFL 0011�
•! P $5 95
87.25
F
dL
�5 �- ,� G OWN :. 3� - . ..'�,. •. '._�� • • 8�
' 1 c C
/ '•••.',.•n''.".:. ... y �'• ter'"/ 'f" r',,✓ O .+'"„ „•r°
0 tV r.
EX. BROW DITCH
PROTECT IN PLACE .--_�' Le • --'` r-' „,
445
r •
LEGEND OF SYMBOLS:4,
w
LOT 46
PAD ELEVATION
L
CONSTRUCT 6' HIGH SLUMP STONE
t '"• ' PERIMETER WALL. SEE LANDSCAPE
2 ARCHITECT PLANS FOR CONSTRUCTION DETAILS
SECTION D -D
NOT TO SCALE
RECOMMENDED FOR APPROVAL - WATER ONLY
KRIEGER & STEWART, INC.
"RECORD DRA\NING"
R.C.E. 2Z4o2o DATE REVISIONS
IVIZ
DATE
IVY lR LUKtl tLt VA I I Vry
X
17 �' Z• 2 --
FS FINISHED SURFACE ELEVATION
FL FLOW LINE ELEVATION
FG FINISH GROUND ELEVATION
8 � ' P. DRAINAGE SWA TO P=1553.5 PAD ELEVATION
DESILTING BASIN TO HP HIGH POINT ELEVATION
CONSTRUCTED BY OiHE I I TR TOP OF RINGWALL
TM/ TOP OF WALL
EXISTING 20' WMDt-STORM BRAIN
EASEMENT PER TRACT 13750-,-•,
The Consulting Group
e ma suf. foo
#vfts6 Ca famb 92618
m4)sv--3012 PAX (714)4T2-311'
PREPARED ND THE SUPERVISION OF:
DATE THOMAS A. PETERSEN R.C.E. 35275
1F TOP OF FOOTING
GD GRADE BREAK
1 o DF DEEPENED FOOTING
+ �
'7T' i:, SLOPE
� f-- DRAINAGE SWALE
� GRAPHIC SCALE
Dr rEET
i inch - zo ft.
I
14698 RESERVOIR ROAD
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN � TWO MILLION GALLON RESERVOIR Ste`
DESIGNED BY
SES PRECISE GRADING PLAN
HORIZ.: ,-_��
CHECKED BY HUNTER'S RIDGE DATE: 8 -23 -se
TAP
JOB N0.��J .t`�' G��'�'�`ht y' ��•ec DR. N0. SHT. N0.
DATE:
PPR
CITY ENGINEER R.C.E.zsiu 2435 20F 2