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o ( ( " CITY
c � I I JI (( / DESCRIPTION OF REVISION DATE APPROVED
a I � LINE D
I 8 /�°� CITY OF RANCHO CUCAMONGA
UNE A LL LINE C A LINE B
No nArrr-rar.�i�D 1�3 czTY NoT MR=-NTAzNCD �Y G'zTY) NOT npmNTAuED QY Cx7Y) ��,� (N ' OF SSIpNq PLAN AND PROFILE
T Y QAc��s , C.
E G E N D. STORM DRAIN CONSTRUCTION NOTES ,� �''"'° �ti : `` ���. STORM DRAIN PLAN
BENCH MAF�K FH = FIRE HYDRANT O c3 wo►sease z` p6
PROPERTY LINE GV = GATE VALVE 30 ----- CONST. TRANS1110N STRUCTURE N0. 3 PER CITY STD. PLAN 336. D:B/30/2oc8 �+ � Q
CITY BENCHMARK NO. 16-B: 1237.586 FT 31 -- CONST. 5" AC OVER 8" C.A.B. (SEE GENERAL NOTES 8 & 9 ON SHEET 1)
OFFSITE PROPERTY LINE 0 s ff. � TRACT 16908 ONSITE IMPROVEMENT PLANS
27 FEET NORTH OF CL FOOTHILL BLVD. AND ON CI. — — 32 ----- CONST. MANHOLE Na 1 PER CITY STD PLAN 318. Ty CM/11
BAKER AVE. PROJECTED NORTH. 200 FEET EAST OF
CL R.R. TRACK OVER FOOTHILL BLVD. ON THE NORTH 33 -- CONNECT TO EXISTING STORM DRAIN PER CITY STD PLAN 8. _ M APPROVED BY DATE: z 1'� o
SIDE, SET DRIVE PIN W/C.S. TAO IN TOP CURB. — STREET CENTER LINE 34 ----- CONST. 24" RCP, D-LOAD PER PLAN. '}
,�> ' :,� 1"' ® CITY ENGINEER: RCE NO.: EXP:
REINFORCED CONCRETE PIPE 35 -- CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 `�
O GRAPHIC SCALE Q DESIGN RECOMMENDED
(STORMDRAIN) 36 ----- CONST. LOCAL DEPRESSION (CASE E) PER CITY STD. PLAF 7 N PINEWAVE
0 20 O ,0 20 � eo �A�RW
4A DESIGN AND ENGINEERING
S PROP. SEWER LINE, SIZE PER PLAN *NOTE. PAVEMENT THICKNESS SHOWN ON THIS PLAN IS BASED ON SOIL REPORT � DRAWN 21017 COMMERCE POINTE DRI. WALNUT CA. 91789 SHEET
F 7t- -7 TFF I T I I
AND MINIMUM CITY'S REQUIREMENT. ACTUAL THICJCN. ESS SHALL BE DETERMINED = (909) 869-5777 • FAX (909) 8611-577/
W PROP. WATER LINE, SIZE PER PLAN BY THE R-VALUE OBTAINED IN THE FIELD TEST``Pl�IOR TO CONSTRUCTION. �Y �W w w w. r 1 N E w A v E . C 0 M 4 OF 4
( IN FEET )
1 inch 20 ft CHECKED /� RCE NO.� DRAWING NUMBER:
8A DATE: 6 FILE NO.: /V "