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Underground
Service Alert
FIRE STATIONS 171 AND 172 Call: TOLL FREE
(*D
j 1 -800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CONCRETE DRIVE APPROACH AND DRIVEWAY REPAIR PROJECT
3/8" EXPANSION JOINT, FILL WITH
LJ I HELSIDE1 8D—
POLY FOAM AND SEAL WITH JOINT ILSON AVE
#5 BAR, 12" LG., @ 12" O.C.-� 6" SEALANT, PER DETAIL "C" PRO= S
1 1 '
12" MIN FROM CONTRACTION B YAN ST
JOINT AND SIDES 2' 4..t TOOLED CONCAVE
+ _ 3/8 1/16^
o 1 EXISTING FIGHID AVENUE r
0 0
END RED PAIN ON CURB Un (1) 1" SCH 40 PVC IRRIGATION LINE IN 2" GALV. —
CONCRETE 19TH = ' Z
STEEL SLEEVE, RELOCATE BOTH 6" BELOW NEW
po CONCRETE DRIVEWAY a E XI 1 I IG CONCRE 1 L Si A-3 E xISTING CONCR�IE Sl AB m ST r VICTORIA
JOINT SEALANT 1/2" r D m
No10" PCC a a a a i I OR ° ° a 10" D z PA LN
4LII WAI1 4 ° /i/! f Z BASELINE D
a 3 ` A
10 BARS 4" CAB 4" CAB POLY FOAM OR EQUAL /�/i _
CHU H ST RA I m
FIR STA I
2 3 4 ° d a STA 3183 N » • w F THIL BI /p p 961 SAN NA
° DETAIL A DETAIL 6 DETAIL C 6 6
D 2' 4 v e v PED EXPANSION JOINT EXPANSION JOINT EXPANSION JOINT Z �.
° SCALE: 1 =1 —0 FULL SCALE m r=*1 ARROW
� SCALE: 1'=1'-0 � � D
M ( 8 2 3 5 m
1
W — EXISTING RISER/SUMP CAN AND COVER
-� NOTE: THE INITIAL 3-1 /2" SAWCUT SHALL BE m
22 11 24 RESET TO FINISHED GRADE
#5 TIEBAR, 30" LG. INSTALL ON 31 "� PERFORMED 4-24 HOURS AFTER PLACEMENT OF
Wi 4 T 4' 12' 12', (R 1" CENTERS, 19" MIN. FROM WEAKEND THE CONCRETE. HOT WEATHER WILL REQUIRE THE 3/8" EXPANSION JOINT, FILL
� PLANE JOINTS AND SIDES SHORTER TIME AND COLDER WEATHER, THE WITH POLY FOAM AND SEAL WITH LOCATION MAP11
LONGER TIME. Z3/8" SAWCUT 1/81, R JOINT SEALANT, PER DETAIL "C" Noy 70 sME
M C e
° 16 BARS ON CENTER 01 -1/2" SMOOTH DOWEL BAR INDD:
SEALED JOINT PER DETAIL "E" TOOLED CONCAVE "A" BAR 18" LG. DRILL EXISTING SLAB SHEET DESCRIPTION
• < 1 1 TITLE SHEET AND PLAN
STA 3+31 /16" AND INSTALL WITH PDXY PER
6 ° - - CL ° MANUFACTURES SP CIFICATIONS.
e A
ll1 a �2
+ 5
O e V
O ° e
<4 ° a ° JOINT SEALANT °° 1/2
6' TYP. ° ° G ° 7/8"t
17 BARS I . COAT WITH GREASE AND INSTALL
a 4 a ° 10" PCC 3-1/2" EXCEPT WITH EXPANSION CAP THIS END ONLY
BACKER ROD 0 SHALL BE • •° a WHERE NOTED VARIES FILL IN AREAS OF SETTLEMENT WITH
OTTHERWISE
125% > CHANNEL WIDTH v C.A.B. AND COMPACT TOP 6" TO 959
BEGIN RED PAINT ON CURB 4" CAB
EXISTING DOUBLE WALL FIBER GLASS FUEL
(NO PAINT ON D IVE APPROA HI \ \. 1 /8" SAWCUT ON CENTER LINES, PROTECT IN PLACE G NOTES:
WINGS OR DEPRESSION) 11 ' O:DO5 (SEE NOTE ABOVE) All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
l,+ DETAIL "D" DETAIL "E" DETAIL 1. Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995
8 supplement.
PIP 1/2" AND (1) 3/4"TE SCH EV PVC IRRIGATION L DINAL CO JOINT SEALED WEAKENED PLANE JOINT DOWEI.I.ED JOINT TO EXIST SLAB
PIPING IN 2� GALV. STEEL SLEEVE, RELOCATE ALL 2. Public and Private utilities and substructures shown hereon are from available records. The
III 6" BELOW NEW CONCRETE DRNEWAY SCALE: 1"=1'-0 FULL SCALE SCALE: 1"=2'—O Contractor shall be responsible for protecting all utilities and substructures as shown within the
construction limits of this project and shall be responsible for any damage as a result of the
construction operations.
0+00 AMETHYST STREET 3. The Contractor shall notify Under round Service Alert 1-800-422-4133 and the following utilities
two working days prior to construction or regarding any problems.
NINETEENTH STREET Southern CaliforniaEdison909 989-5861
Ga
Southern California Gas Co.C909 335-7712
INSTALL TIEBARS FOR 25' WIDE DRIVE ° DRI WAY a ° a 1/8" SAWCUT 1-1/2- DEPTH STAFFORD STREET SOUTH R W General Telephone Co. 800 422-4132
ONLY, PER DETAIL "D" TYP. 1 � Cucamonga County Water District 1909 483-7440
°
4. For in tan of this project, the Contractor shall contact the Public Works Section at (909) 477-2740
ext. 2> 41 two working days prior to the required date.
4 A 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or
encroachment within any City of Rancho Cucamonga easement or rights—of—way.
EXISTING 4 a i EXISTING 6. The Contractor shall have a "Class A" or "C-12" Contractors License.
DRIVE APPROACH AND DRIVEWAY REPAIRS SIDFWALK 14,40�*
� ° 4SIDEWALK 7. Contin shall verify all conditions and dimensions shown on the plans at the site prior to commencement
FIRE STATION 171 1 20A � of any work. 1 discrepancies shall be reported for direction immediately to the city.
�p ° 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and
LOCATED AT 6627 AMETHYST S 1 BEET � a Q A shalldtake sole a to saispunsibilround rutilie epair'reapldOa nt,at no cost to the City, for
Y 9 9 pipe� a° 14'
°
° a LxIST+Ns ewe —
° AND GUTTER
3' #5 DEFORMED BAR SEE
M. M. aIH FtJt rlN) CONSTRUCT CURB AND GUTTER MONOLITHIC DETAIL "H", INSTALL IN
WITH DRIVE APPROACH, NO COLD JOINT THE MIDDLE 1/3 OF F51
SEPARATION SLAB THICKNESS 19
INSTALL SMOOTH DOWEL BARS ON
EXISTING F 12" CENTERS, (26 PLCS) PER
SIDEWALK
N DETAIL "F•
LEGEND: 4. SECTION A-A 1 � 9.3 RFS — — —9 ,
AT 1M
(� Ill 4" Wl FOC 10' W1.
NEW ASPHALT CONCRETE TO REPLACE EXISTING PAVEMENT PM� 4- �■�, ' ! srRacHT
L� CONCRETE
DETAIL G 2' \� THIS AREA DESCRIPTION OF REVISION DATE �R011
DRIVE APPROACH DETAIL
C.A.B. SCALE: 1"=6' C r
' — r 7 4 PLCS.
RAN=CUCAM0MAF=fx �
—
9.21 FS 9.10 FS
5.50' AT RIM N AT RI 8.90 FS O��' ��
i 5.5°. PLANS AND DETAILS FOR
CONSTRUCTM NOTES (9.12(9.12 FS) FIRE STATIONS 171 AND 172
11 SAWCUT 2' LAP 5' ISOLATION JOINT PER DETAIL�- "F"
N
22 REMOVE EXISTING CONCRETE / 11 TMP CONCRETE DRIVE APPROACH AND DRIVEWAY
r REMOVE EXISTING 12" PCC TO EXISTING ISOLATION 2
3 CONSTRUCT 4 C.A.B. 5 JOINT. FILL IN AREAS OF SETTLEMENT OF THE EXISTING REPAIR PROJECT
"A" /5 DEFORMED BAR
r r BASE, APPROX. 0.10' DEPTH, WITH C.A.B. COMPACT TOP
4 CONSTRUCT PCC DRIVE APPROACH AND SIDEWALK PER CITY STD. 101 AND DETAIL G TYP 2 BARS 6" TO 95X AND CONSTRUCT 12" PCC SLAB/DRIVEWAY. 5
�— CONSTRUCT P.C.C. DRIVEWAY PER DETAILS SHOWN ON THIS PLAN 0 3S/ APPROVED BY: DATE:
7 66 REMOVE EXISTING ASPHALT AND CONSTRUCT 5" AC PAVEMENT OVER EXISTING C.A.B. a,� 1.s4. �p P AIA J. l CITY ENGINEER / RCE: 2110963
ADJUST TOv� ti
PAINT C RBGRR DE O• �• H �\ �� nP4110N PLAN PREPARED BY. RECOMMENDED
" FIRE STATION 172 DRIVEWAY REPAIRS No. 24953 CSB CITY OF RANCHO CUCAMONGA
LOCATED AT 9612 SAN BERNARDINO ROAD �
Exp. 12-31 -01 V 10500 CIT CENTER DRIVE
DIN RANCHO CUCAMONGA, CA 91730 SFT
5. DETAIL "H" IN THE REAR PARKING LOT ,,� civic- �! cse 1 1
DEFORMED BAR LAYOUT ��� CHECM .. DRAIIIIIIIIIIING No.
SCALE: 1"=4' RGE N0 337
HM DME 1/7/98 FLE NO 97--04 1632