HomeMy WebLinkAbout1816 TR�..�T 13316
IM OV M NT AN
FOR
9988 ALIS OND STF9EET
GRADING NOTES
LEGEND
1a- OVERLAY AC PAVEMENT PER PRECISE ELEVATIONS
AND GRIND PER CITY INSPECTOR, 0.10' MIN. OVERLAY xx PROPOSED ELEVATION
22— NOT USED 01 EXISTING ELEVATION
1 1 l -� t -= - -f + - ,� O3 - PROTECT CURB & GUTTER IN PLACE
-. __ i i t } I a. .. -J-- ' } J �PYC PIP SEE DETAIL ~
_ _ � AC OVERLAY
- G)_
PROTECT EXISTING PCC DRIVEWAY IN PLACE
j a.
A' M N[: T T - - 1— S = .097
t -
E AC
-. i -1-._
P�R 0$- L NIS } BERM. CONCRETE PAVING
� tSIJR�nC'.
' o s J J `— 10 7 5 INSTALL 6" PVC DRAINAGE PIPE PER
4 -- 4
ADVANCED DRAINAGE SYSTEMS, 6 MIN. COVER NEW AC PAVING
1 .
+ - _, - J a } oJ, qp DRAiD REP LACONSCRBERM N
- a - - -
t ; _ I +-- : �' , ��� j� / 6 INSTALL CURB DRAIN OUTLET PER CITY OF RANCHO
- • I
os CUCAMONGA STD. DWG. 107A
- } - -- a -J - -t-J-
4 - L--}
00
4"X14"
1
J --1
INSTALL RECTANGULAR CAST IRON PIPE
9ss - PER ALHAMBRA FOUNDRY Co. Ex. PCC
+ } c a -- — (S O - l -}- –
1. + _ - - --
f F t ,S }-- 8�- INSTALL 4"X14" ADAPTOR PIPE FROM 8" PIPE PER PROPOSED AC OVERLAY
i t
CURB OPENING DETAIL
�_?SI�It�IG S R � } �o
$s - - -- - }Q -i -}-- ALHAMBRA FOUNDRY Co.
T 1
UP
�
l -- J
-- � — SCALE: 1 " = 5' a,
INSTALL 8 90' PRE-FABRICATED BEND PER ADS
1 r-
1 --a PART No. 0899-AN
EX. AC ORtVEWAY
a - } --; J- i •' + -- - - - �- f { { AC PAVEMENTMITSAC GIRIND Ll
a— INSTALL X6 REDUCER PER ADS PART No.
L
-- _ _ IN 8.,
1-
46-0
---+ _
I
I 0871 AN
1_ ATED COVER 11 CONSTRUCT 3" AC OVER 4" CAB SECTION A—A
13+00.00 14+00.00 2 SEF DETAIL)
4.0' h 6' MIN. COVER 12 CONSTRUCT 6" WIDE AC DIKE N.T.S.
HORZ: 1" =20' EXISTING ha
5" AC DIKE 12
VERT: 1" =5'
Fl_ONtINE - . �4\v --
k�X §'WIbE ALS E(ER1
1 Pvc�� COVER
PROFILE � ALMOND ST. --
/ S'DIAM. PVC CLEANOUT
SCALE: 1 = 20
DRAIN PIPE INLET DETAIL — —
SCALE: 1 " = 5' NOTE_ a" 40, am
PRIOR TO CONSTRUCTION DEVELOPER SHALL ARRANGE FOR
i CONSTRUCTION SURVEY STAKING, AND A MEETING WITH CITY
AND PROPERTY OWNER TO EXPLAIN PROPOSED IMPROVEMENTS t,
TO PROPERTY OWNER.
8 CLEAN OUT
A�T
SEF Df'Aii_)� 1 / � , � �'I
N.T.S.
-0" PVC MPLS
"DRAIN PIPE INLET-DET 11�' ___-__-�
STiNC�_BERM TO REMAIN
QEF _DRIVE APPROACH DETAI ' / ,( �
A C_GRIND LIMIT$ _T_ / /, ^` '.0'
/� --,' �" i / T ; 6' PVC GRATED COVER
IiNG� ( /� j �.� �j - RESAR
AX. #4 REB AR
h� ' W��_AC SRM /I /� / i' k , E v>"C'M7H Ac AwN
ntK i i /; STING TO SEURE IN-PLACE
5 K n� B /� �/ A 6" CU ' 4C KF
� �� �� �� �Rl
A� } j i SLG DETAIL"
6' DIAM. PVC CLEANOUT
TM _
IS SHEET i .
ALMOND ST.
_ZZ 11L
DRIVE APPROACH DETAIL
EX. LIP SCALE. 1 5
Y.
wa- , -- _ -.-- / -.. � � INLET 6' PVC PIPE
i
AC-GRIND LIMITS 3
3
A GRATED COVER 6" CLEAN OUT
183 N.T.S. N.T.S.
ALMOND ST.
a PROJECT >
- _
Q
m o DESCRIPTION OF REVISION DATE APP 0 E_D
PLAN VIEWOf
w I QRpFESSroNgl
.. _ Q HILLSIDE RD. _ ��� ��cf CITY OF RANCHO C U CA M O N GA
ALE. 1
Phnlp M, Douglas
---- --
No, 23814 A IMPROVEMENT PLAN
VICINITY MAP Exp,_12-31.-er for
N.T.S.
�' CIVI
9988 ALMOND STREET
REV, REVISION DESCRIPTION DATE ENGR. CITY DATE APPROVE[) BY I . - RCE No.:
- Q
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DATE �—
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Associated- Engineers- DESIGN RECJMM ED
_ BDW
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
r 3311 EAST. SHELBY STREET • ONTARIO, CALIFORNIA 91764
DIAL 'TWO WORKING , HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DRAWN SHE
BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND TEL.: (909) 980-1982 • FAX: (909) 941-0891 BDW
DO
1 of 1
YOU DIG
TOLL FREE - 800-227-2600 STANDARDS IN EFFECT. CHECKED DRAWING No.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PMD