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FIRE STATION 172
CONCRETE SLAB AND DRIVEWAY REPAIR P90JECT
I
LOCATED AT
9612 SAN BERNARDINO ROAD
00
34' 8" / #5 BAR, 24"1-G., ® 18" O.C. 6"
EXPANSION JOINT: 1/4" FOR INTERIOR
17'-4" / 17'-4" / 2 6" APPLICATIONS, 3/8" FOR EXTERIOR
FIRE EXISTING SIDEWALK APPLICATIONS. FILL WITH POLY FOAM AND � S��MPQ � RA HO
/ 3" SEAL WITH JOINT SEALANT, PER DETAIL F /
Izr—r
STATION -100 PCC i �„ Cuc ONGA
EXISTING SLAB - ° EXISTING -
172 � _ .rs1Ln 1W
WITH EPDXY COATED J 10" PCC
a ° e EXISTING coNc.
/ e NC — — WALL
SURFACE) CONCRETE EXISTING
EXISTING CONCRETE °
WALLS 4" CAB — — SLAB ° °
d ' �e CHURCH ST.
N
�p II I NOTE: WHEN REMOVING THE EXISTING 4" CAg <
s I SAWCUT EXISTING II NOTE: DRIVEWAY USE CARE TO NOT DAMAGE
II JOINT BEFORE II CONCRETE TOE FROM SIDEWALK 1/2- EXPANSION JOINT FILLER
REMOVALS TO 1. THE THICKNESS OF THE
II PREVENT CRACKING II EXISTING CONCRETE SLABS w w WTAL V f0°'H"` BLVD' 66
11 THE REMAINING A < CRY WILL
I V ARE / <
TO BE REMOVED E <
SLAB EXISTING SIDEWALK EXPANSION JOINT TO EXISTING WALLS -
I UNKNOWN. THEY ARE
STEP JOINT TO EX STI G
cn I I �.
I
v (EX. JOINT _ " SCALE: 1"=1'-0 Dd"
EXPECTED TO BE 6 8
I ) AND SLABS
a _
I a ° I THICK CONCRETE AND MAY SCALE: 1"-1'-0
� II II BE REINFORCED WITH #3
OR 4 BAR 18 O.C. / JERSEY AvE
# AP AW R U PRE
II e 5 3/s G SAWED 0 USE
° A 1 MOLDED REMOVABLE STRIP. SEAL PROD Ct LO T10N
II a a' ` ° ° WITH JOINT SEALANT PER DETAIL "E" 3/8" GAP, SAWED OR USE -in STKU
-4 PROTECT IN
a a PRE MOLDED REMOVABLE
N c ° ° c L,� da II PLACE " " STRIP. SEAL WITH JOINT
I e 4 a // 5 TIE BAR, 30 LG., ® 42 O.C. VICINITY MAP
/��� /. SEALANT PER DETAIL "E"
TYPICAL _. (E EC. CONDUIT) 1/8" x 3-1/2" 1 D" PCC 1/O" x 3-1/2" 1 0" PCC NUT 'CALF
cp UNLESS 4 I ° -2 87 JH UNKNOWN a I SAWCUT " SAWCUT
a OTHERWISE
NOTED ° °�, 7 2" YELLOW ° 5 ° a GENERAL NOTES:
FLOAT
' FINISH STRIP
I / ° °a° ° °° ° ° 1. All work shall conform to the City of Rancho Cucamo Standard Drawings and the Standard
° ° IU In G • Specifications for Public Works Construction, (Green Book , 1994 Edition and 95 supplement.
a a °40 2' I I / / ° a G a ° d ° ° ° ° ° ° 2. Public and Private u0ties and substructures shown hereon are from available records. The
/ L a a 1 _ a d < ° Contractor shall be responsible for protecting all utilities and substructures as shown within the
° - " " construction limits of this project nd shall be responsible for any damage as a result of the
v ° 4 CAB 4 CAB construction operations.
L _ _ J a L _
The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities
DErAII w^w ' DETAIL wDw two working days prior to construction or regarding any problems.
N C AI California 9091 _
4. c ° ° TIEBAR CO ON JOINT COV I ION MINT Southern Califia GaEdison
oCo�� 909 335-7762
YELLOW 1 2 p 6 I SCALE: 1"=1'-0 SCALE: 1"=1'-0 General Telephone Co. 909 469-6334
STRIP m n c 4,. Cucamonga County Water District 1909 483-7440
x WOOD °
FLOAT ° ' $ . tV 4. For inn of this project, the Contractor shall contact the Public *oft Section at 477-2740
C- FINI Q VARIES ext. 2 41 two working days prior to the required date.
SCALE: 1 1 0 " �/4" OR
(EX. JOINT) z ° ° C a ° TOOLED CONCAVE 3/8 TOOLED CONCAVE 3/8 5. A permit shaft be obtained from the City of Rancho Cucamonga prior to any construction or
° / w " encroachment within an Ci of Rancho Cucamonga easement or rights-of
� �1 v °. � � � 1/16 EXISTING 1/16 Y dY 9 n9 way.
1 0' 9"° ° 3 _ CONCRETE SLAB 6. The Contractor shah have a "Clem A7 or "C-8" Contractors License.
-- — — ° aQ ° a - •b 1/2" JOINT sEALANT 1/2" 7. Contractor shah verlf�r aM conditions and dknenstona shown on the plans at the sloe prbr y commencement
-- — 8. ° JOINT SEALANT a + of any work. All discrepancies shall be reported for direction immediately to the city.
SIDEWALK140' RAW S. The Contractor shah familiarize himself with all underground utilities, pipes and structures, and
shall take sole responsibility for the repair/replacement, at no cost to the City, for
BACKER ROD 9 SHALL POLY FOAM OR EQUAL�� _ any damage of said underground utilities, pipes and structures.
5 - - BE 125% > CHANNEL
WIDTH
\ 1/8" SAWCUT
- - - - - - - - - - - - - - - - - - oMB DETAIL OV DETAIL Or
SEALANT DETAIL SEALANT DETAIL
SCALE: NONE SCALE: NONE
CONSTRUCTION NOTES
L N DESCRIPTION OF REVISION DATE `�
11 --REMOVE EXISTING PORTLAND CEMENT CONCRETE R
3� 2a-CONSTRUCT 10" THICK PCC DRIVEWAY, OVER 4" CAB R�l�IO FM� ZO�
—CONSTRUCT STEP JOINT PER DETAIL "A" C.A.B.
44 CONSTRUCT JOINT TO EXISTING WALLS AND SLAB PER DETAIL "B"
5(--CONSTRUCT TIE BAR CONTRACTION JOINT PER DETAIL "C" EPDXY COAT
�—PSTRIPES°moSI D
� AIW ( oT ) TOMATCH EXISTING LAYOUT FIRE STATION 172
(8>-APPLY EPDXY COAT
CONCRETE SLAB AND DRIVEWAY REPAIR PROJECT
LOCATED AT
9612 SAN BERNARDINO ROAD
QaoFEssi APPROVED BY: DATE:
CITY ENGINEER C RCE: 24953
C-7 oEssK,w PUW PREPARED BY: RECOMMv+oED
o No. 24953 zCSB CITY OF RANCHO CUCAMONGA �K
a Exp. 12-31-97 10500 CHIC CENTER DRIVE
* * DRAWN RANCHO CUCAMONGA. CA 91730 SHM
clV1\- �! CSB 1 of 1
OF CX0 CIS RC.E No 3037 DRAWING No.
HM DATE 3-26-97 F11.E No 97-01 1601