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Cl-i I Y OP R ANt' ..�i0 CUCAMO.,N,,,-
1/r
DA 1999 /2000 CCESS RAMP ND DRIVE PPROACH IMPROVEMENTS
AT VARIOUS LOCATIONS ALONG HERMOSA AVE., HAVEN AVE., 6TH ST. AND ARROW ROUTE
GENERAL NOTES
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and
1995 supplement.
DOWELS 2. Public and private utilities and substructures shown hereon are from available records. , OL*'E "NTBARSa�LONC)
The contractor shall be responsible for protecting all utilities and substructures as RANCHO CUCAMON
shown within the construction limits of this project and shall be responsible for any = _ _ _ — MANSION JOINT
damage as a result of the construction operations. EXPANSION JOW
. .
°
°
3. The contractor shall notify Underground Service Alert 1-800-227-2600 and the following JOINT ° • . ° • �+
I
utilities two working days prior to construction or regarding any problems, L� HILLSIDE o i '• _
Project
ILSO AVE4TH T I I ° ° .°
Southern California Edison Co. (909) 357-6240 N Site , CONSTRUCTION NOTES:
Southern California Gas Co. (909) 335-7572 ` BANYAN STJ a ' SUMMIT AQ f ° ° wEAKE1yD SANE JOWT
General Telephone C o. (8 0 0) 469-6343
• ° 1�---CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 OR AS MODIFIED PER PLAN
Cucamonga County Water District (909) 987-2591 Q i HIGH ,D AV~ 30 a V�l
\ \' ° a 2a--CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
PROPOSED LOWER THAN�A�" SHALL 3a--CONSTRUCT 4" THICK P.C.C. SIDEWALK UNLESS NOTED OTHERWISE PER CITY STD. 103
3 0 —1 m Z n AS INDICATED oN PLAN
ELEVATION \\ • ' '
a
4. For inspection of this project, the Contractor shall Contact the Public Works Section <Q (D.—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
CJ Y VICTORI PARK N EXPAN" JOIWWI I S�--ADJUST TO GRADE
at 477-2740 Ext. 4076 two working days prior to the required date. BASE LIN RD IUI I I� (D—SAWCUT
w I!
5, A permit shall be obtained from the City of Rancho Cucamonga prior to any construction ; HUR
ST RR ;;� F NOTE: ACCESSRAMP AND SPANDRELL —MATCH EXISTING
SHALL BE POURED SEPARATELY (D-
o--CONSTRUCT
COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
Of encroachment within any City of Rancho easement or right-of-Way. FO I HILL BLVD FIF� 11��� j� o--CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
11 6610 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
6. Contractor shall have a "Class A" Contractor License or "C8" Concrete Contractorsn 10500 C C NTE DR. TYPICAL ACCESS RAMP ,1 REMOVE
Specialty License. �L----- RR IN
of 12 NTS CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
W
4444
� I a � +44 o Q BNSF RR I � 13 RELOCATE
7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior Q 1 T- _ -•.-.. I ' 4' ,1' ,4 PROTECT IN PUCE
to commencement of any work. All discrepancies shall be reported for direction immediately Z `:� a 6TH ST ( — qz-EXIST. PCC SLOPE 15 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 1 EA (DRIVEWAY 2)
to the city.
i o �-
-- — - - - PROPOSED RAMP SLOPE
PROPOSED ELEVATION SHALL BE
VICINITY YAP AS LOWER ON TME ELEVATION
SECTION D—D LEGEND:
EXISTING SURVEY MONUMENTATION NOT Tc scALF
All existing survey monuments that will be disturbed by this project shall be referenced and NTS
reset by the City's Construction Surveyor in accordance with Section 8771 of the California UP NEW P.C.C. PAVEMENT
Surveyors Act. Found monuments are shown on the plans and described as follows: ��,� MORTAR MT SIDE ID
y P COBBLESTONE SIDEWALK
2x REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
❑ Nail and washer (CCWD) located on top of the curb at the south side of driveway 2. �� ri J �f 8 MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
See sheet 3. °
2 Nail and washer (CCWD) located on top of the curb at the south of the curb return of A❑ CONSTRUCT ROCKSCAPE Hermosa Ave. and Hamilton St. intersection (Ramp 12). See sheet 4. 1 " 1/2' R 1/2' R 3' MINMLIM
2 R
7 6- EXISTING
6 / CONCRETE BED UNDERNEATH COBBLESTONE GRADE EXISTING DIRT TO MATCH NEW CONCRETE
1
GROUND
a
• • '� .� ' . a • � � 4� 1. ROCK SIZE d: SHAPE, UNLESS OTHERWISE SPECIFIED. SWH.I BE: N & W NAIL do WASHER
i • COBBLESTONES: MAX. 12" - MIN. 6', W/1 FLAT SIDE FH FIRE HYDRANT
° ; ICV IRRIGATION WATER VALVE
— — — " — 2. COBBLES SHALL HAVE 2/3 EMBEDMENT yyW, WATER METER
° `EXISTING PAVEMENT _ _
e • 3. ALL SPACES BETWEEN STONES SHALL � FILLED WITH CLASS •D'
— — — — — • • • a ' • : • - — - - — -- - - • PORTLAND PART CEMENT TO CEMENT CONCRETE. ?DRY-PACK DIS /LLLOWED) PP POWER MAILBOX PSI MB
to
_ — 10MORTARPOLE
_ � � ` 4. A SAMPLE AREA, MIN. 20 50. FT., SHALL BE APPROVED BY
2� THE ROCK CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING GTE TELEPHONE BOX
CAN CABLE TV
S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE WPJ WEAKENED PLANE JOINT
A CITY INSPECTOR.
6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE
SHEET INDEXDETAIL A DISFIGURATIONS AND EXCESSIVE IRON CONTENT.
CURB ENDING SECTION A—A
NTS NTS DETAIL B
1. TITLE SHEET
COBBLESTONE ROCKSCAPE
2. LOCATION MAP
3. - 6. PLAN 12' R EXCEPT WHERE IT A
ABUT AGAINST THE WALL
1/2" R
PROPOSED ELEV, SHALL BELER THAN
4 AASS"INNDICAATED EXISTING0#4 PLAN DESCRIPTION DESCRIPTION OF REVISION DATE
N
N CITY OF RANCHO CUCAMONGA
8 - - - - - - - - - - -
. . .. a EXIST. GROUND q WPJ I Ia r WPJ
,� �l a� I a � TITLE SHEET
A ••.d .4.•
d.
. .
• '� a i 4 < i ADA 1999/2000 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS
•. a I I ° I
Underground
Id
a
..} °D
Service A I e 1 l '. : •: AS INDICATED ON PLAN AT VARl0l1S LMTIONS ALONG HERMOSA AVE,, WEN AVE., 115TH ST. AND MM RWTE
Call: TOLL FREE � � ' � 9 -
1 -800-227-2600 v Qa°r�as'O Cmr APPROVED
c NEER RCE s 3
SECTION C—C �_ 8" _� TYPICAL DRIVE APPROACH ��' �` ti� �^
TWO WORKING DAYS BEFORE YOU DIG SPLASH CURB ENDING NTS
NTS h 3 Z� oEs1cN = ��E=uR: a
No. 24953 Z PK CITY OF RANCHO CUCAMONGA Zl/F f
A SPECIAL PROVISIONS: W I �
A"hi h earl strength concrete" shall be used in the replacement of the existing Exp. 12-31-01 DRAWN 10500 CIVIC CENTER DRIVE SHEET
g y 9 P 9 * * RANCHO CUCAMONGA, CA 91730
drive approach and PCC sidewalk constructed behind existing drive approaches.
SPLASH CURB High early strength concrete shall be Class 660-C-3750 with not more than 3 01- CIVI �! PK 1 of 6
DETAIL C pts. calcium chloride per cubic yard or on approved alternate. OF CA,`%F @
N.c.E. No DRAWING
NTS JD DAM TE PILE No x-08
NO. ITEM LOCATION
1 DRIVEWAY HERMOSA AVE. WEST SIDE) - 1ST NORTH OF BASELINE RD. (APARTMENT CONDO)
2 DRIVEWAY HERMOSA AVE. (WEST SIDE) - 2ND NORTH OF BASELINE RD. (APARTMENT/CONDO)
3 RAMP HERMOSA AVE. AND LOMITA ST. (SOUTHWEST CORNER)
4 RAMP HERMOSA AVE. AND CIEUTO ST. (SOUTHWEST CORNER)
5 RAMP HERMOSA AVE. AND MONTE VISTA ST. (SOUTHWEST CORNER)
3 6 RAMP HERMOSA AVE. AND MONTE VISTA ST. SOUTHEAST CORNER)
2 �Y 7 RAMP HERMOSA AVE. AND MONTE VISTA ST. (NORTHEAST CORNER)
8 RAMP HERMOSA AVE. AND VICTORIA ST. (SOUTHWEST CORNER)
3 C1 9 RAMP HERMOSA AVE. AND VICTORIA ST. SOUTHEAST CORNER)
�n x 236± 3 4 �n 5 8 1 1 15 2 16 17 19 10 RAMP HERMOSA AVE. AND VICTORIA ST. (NORTHEAST CORNER)
& 3 3 3LJ ` 3 4 4 0� 4 4 5 11 RAMP HERMOSA AVE. AND MIGNONETTE ST. SOUTHWEST CORNER)tn
p 1- to 12 RAMP HERMOSA AVE. (EAST SIDE) — SOUTH OF HAMILTON ST. (RAMP TO HERMOSA PARK)
18't E, a: - 13 RAMP HERMOSA AVE. AND HAMILTON ST. (SOUTHEAST CORNER)
- - - - HERMOSA , AV
rn O> 14 RAMP HERMOSA AVE. AND HAMILTON ST. (NORTHEAST CORNER)
V 608'± S m 1 8 15 RAMP HERMOSA AVE. AND OPEN CHANNEL OUTLET (SOUTHWEST CORNER)
6 7 9 10 12 14
LL CL 16 RAMP HERMOSA AVE. AND OPEN CHANNEL OUTLET (NORTHWEST CORNER)
3 3 3 4 4 13 4 4 17 RAMP HERMOSA AVE. AND BRISTOL ST. (SOUTHWEST CORNER)
4 18 RAMP HERMOSA AVE. AND BANYAN AVE. (SOUTHEAST CORNER)
19 RAMP HERMOSA AVE. AND BANYAN ST. (SOUTHWEST CORNER)
20 RAMP HERMOSA AVE. AND TRADEMARK PKWY. (SOUTHWEST CORNER)
21 DRIVEWAY 6TH ST. NORTH SIDE - 2ND WEST OF HAVEN AVE. INDUSTRIAL CENTER)
22 DRIVEWAY 6TH. ST. (NORTH SIDE) - 1ST WEST OF HAVEN AVE. (INDUSTRIAL CENTER)
23 DRIVEWAY HAVEN AVE. (WEST SIDE) - 1 ST NORTH OF 6TH ST. (VACANT)
24 DRIVEWAY HAVEN AVE. (WEST SIDE) - 1 ST SOUTH OF 7TH ST. (COMMERCIAL)
25 DRIVEWAY HAVEN AVE. (WEST SIDE) - 1ST NORTH OF 7TH ST. (INDUSTRIAL)
26 DRIVEWAY ARROW RTE. NORTH SIDE) - 2ND WEST OF HAVEN AVE. MONTERREY VILLAGE APARTMENT
27 DRIVEWAY ARROW RTE. (NORTH SIDE) - 2ND WEST OF RAIL ROAD SPUR (INDUSTRIAL CENTER)
28 DRIVEWAY ARROW RTE. (NORTH SIDE) - 2ND WEST OF DAY DREEK CHANNEL (NURSERY)
NOT TO SCALE 29 DRIVEWAY ARROW RTE. (SOUTH SIDE) - 1 ST WEST OF DAY CREEK CHANNEL (SAN BERNARDINO F.C.D.)
30 DRIVEWAY ARROW RTE. (NORTH SIDE) - 1ST WEST OF DAY CREEK CHANNEL (SAN BERNARDINO F.C.D.)
31 DRIVEWAY ARROW RTE. SOUTH SIDE) - 1ST EAST OF DAY CREEK CHANNEL (SAN BERNARDINO F.C.D.
32 DRIVEWAY ARROW RTE. (NORTH SIDE) - 1ST EAST OF DAY CREEK CHANNEL (SAN BERNARDINO F.C.D.)
2133 DRIVEWAY ARROW RTE. (NORTH SIDE) - 2ND EAST OF DAY CREEK CHANNEL (VACANT)
T. 26 34 DRIVEWAY HAVEN AVE. (WEST SIDE) - 1ST SOUTH OF DEER CREEK CHANNEL (SAN BERNARDINO F.C.D.)
5 5 35 DRIVEWAY HAVEN AVE. (EAST SIDE) — 1 ST SOUTH OF DEER CREEK CHANNEL (SAN BERNARDINO F.C.D.)
36 DRIVEWAY HAVEN AVE. (EAST SIDE) — 1ST NORTH OF DEER CREEK CHANNEL SAN BERNARDINO F.C.D.)
37 DRIVEWAY HAVEN AVE. (WEST SIDE) — 1 ST SOUTH OF AMBER LANE (HORSE TRAIL)
_, 22
5 40 6
23 24 N 25 37
OD
20 x
* 5 5 5 6
5 30r± 206'± $ CSF 226'±
- - - - - - - - - - - - - - - - -- - - - - - - - - ---HAVEN AVE. -- - -� - - - -- - -_ -
- _ Ix
968'± ppp C,
35
6
36
6
27
5
LEGEND:
0
DRIVEWAY NUMBER
R.R. SPUR SHEET NUMBER
RAMP NUMBER
SHEET NUMBER
MILLIKEN AVE.
ROCHESTER AVE.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
T.
28
6
29 30 DESCRIPTION OF REVISION DATE a>n
A�RoaEa:
6 6
DAY CREEK CHANNEL CITY OF RANCHO CUCAMONGA
31 32 LOCATION MAP
6 T. 6 ADA 1999/2000 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS
33
6
AT VARIOUS LOCATIONS ALONG HOMM AVE., HAVEN AVE.., M St. AND ARROW RTE.
If,- 11 CITY CCIITPY E GINEER iy V RC 953
Ap
DMM �A N �R E°A R E-L E,: ROCOMMFNDM
3 No. 24953 PK CITY OF RANCHO CUCAMONGA ZV H
Exp. 12-31-01 110500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 9t
730
SHEET
CAVI�F `!/ PK 2 of 6
CAL CHECKED R.C.E. NO DRAWING NO.
JD
DATE IRE NO IN-90
1717
7
tl 7 I: I
I I 6 ;I
EXISTi l ' 7 CIELITO ST.- ;! I I
.
MONTE NTE VI STA ST.
0'
EXIST. WALL
6 7 I I #s BAR 012' O.C. 6 7 21.8' ! I #6 BAR 012" O.C.
� ! I
i I
21.5 6
7
4 'o, BCR 22
•� EXIST. WALL- - I - - - - - - - •
O C4 a WPJ - 1' #6 BAR 012 O.C.
I 0 - -
_ _ _ — -- - d _ - - - - _ - - - -
/ _ cj c,o
-- - WPJ
1 - G
a GG . O - - - _ ��
PROPOSED ELEV. SHALL ° 1 � 1 ° x• 2 lb
BE 2' LOWERTHAN G 2
a WPJ a �� 2
a
°
EXISTING ELEV.
° W PROPOSED ELEV. SHALL WPJ W �
BE 3' LOWER THAN X 6 7
Lr. � W
F_:
. a
�!. W
4 ° Q 3
. Q d a > >4 u)- N
S' 12.4' a a Q e Q
Q WPJ WPJ Q e 04
7' d 1 2.5' O \ WPJ
N d 0 EXIST. WALL-
� ° EXIST. WALL
°
WPJ ° d O 0
Jr., Jr.,\
4, ° N d
Of ° WPJ Q°° EX;ST. WALL e
6 7 de W 6 7 WPJ W \ W
Q d = dd d = PROP. ELEVATION SHALL BE 2' ° W PROP. ELEVATION SHALL BE 2" r' _ W
PROP. ELEVATION SHALL BE 2
d LOWER THAN EXIST. ELEVATION PJ = LOWER THAN EXIST. ELEVATION \ - �'� _
a ° r� d ° LOWER THAN EXIST. ELEVATION 1 \
WPJ 1 c., a p \a in d WPJ 7
a PROPOSED ELEV. SHALL ° " ��V I ° i o
e ° BE 3" LOWER THAN a WPJ a WPJ d it
EXISTING ELEV. EXIST 8" SPLASH CURB �`
d �; r- ' ��-� CY'C'T F" CP AS4 ���IRS`
;,� N do W (CCWD) WPJ
PROPOSED ELEV. SWILL \ -� N I I 11
BE 2" LOWER THAN \ °f 8 WPJ
a d !
l I
EXISTING ELEV.
EXIST. WALL- c EXIST. WALL-
,! II
C !
I I ( 6 7 EXIST. JOINT-
I i
f d
! I! ! EXIST. UNDERSIDE'vVALK
DRAIN- 41<1EXIST. 11 1 6 7 j I 3
IIf ST !
s 7 ! i
g' S/W I I 3 .
I 'I � I 8 li 6 7
!( ! 11 19 6 , I IIEXis, l I 8
! ! I[ EXIST. i 5' 9 114 2' S W 9
EXIST 6' I I I-- -- - 6-t I
L5/ - -'I ( 4.8' S/W -1
APARTMENT/CONDO COMPLEX 1 APARTMENT/CONDO COMPLEX 2 3 4 5
N 1ST D/W NORTH OF BASELINE ROAD 3 N 2ND D/W NORTH OF BASELINE ROAD 3 N SWC HERMOSA AVE. AND LOMITA ST. 3 N SWC HERMOSA AVE. AND CIELITO ST. 3 N SWC OF HERMOSA AVE. AND MONTE VISTA ST. 3
SCALE 1"=10' SCALE 1"-10' SCALE 1"=10' SCALE 1"=10' SCALE 1"=10'
MONTE VISTA ST.
VICTORIA AVE.
I I CONSTRUCTION NOTES:
#6 BAR 012- D.C. I ! 21,6' VICTORIA AVE. ! I
21.5'
6 7 6 ( ( I WPJ 6 , 1�—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 OR AS MODIFIED PER PLAN
EXISTS 5' 7 21.5' I I #6 BAR 012" O.C. 1 (D—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
--�{1
S/w I I k G� - - - - - - 3a--CONSTRUCT 4" THICK P.C.C. SIDEWALK UNLESS NOTED OTHERWISE PER CITY STD. 103
6 , i! - - - - W 4 CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
tocl\
WPJ G > ° � �` '2 �—a 1� J j I! ` - 0G� a1 d a �b 0' �y� (D--ADJUST TO GRADE
W - \e 6 I! e �r• 2 Q 0 , - - - - - 6D—SAWCUT
a �- ° - - - - `T3 PROP. ELEVATION SHALL BE 2 - - - - (n �' R �
Q ° ° 6 ,�! 7 Ln" ° a d LOWER THAN EXIST. ELEVATION" r+3 a 0 2 4, 6 , -" cn —MATCH EXISTING
7 _ \
cV ° X
Q N a �1 � 6 7 d N _- _-
1 C �+' ° _ �'� � O--CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
,��• a �. IA L N $ 4
w d �' W WPJ 9o---CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
(n WPJ =- - = - 1 ° \ �-EXIST. WALL " - - -
p �, - ;, �, � ' ,. WPJ Q W �'
d 10 CONSTRUCT NEW CURB PER CRY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
a 1 � �` \ k 1 J i
� a / �, Q ° / �- -EXIST. WALL_ 11 REMOVE
W e a ° / k W �0. WPJ a _ -�3 E.X'c, WI.'t' ! _�rv1Y' ' �, •, � e ° ° 6 7 0 5 12 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
PROP. ELEVATION SHALL BE 2' Q e X t n " d d WPJ �-RELOCATE
c LOWER THAN EXIST. ELEVATION N ° w PROP. ELEVATION SHALL BE 2 \ a 6
6 , '" /� PJ \ Q 2 ° - - - -�' LOWER THAN EXIST. ELEVATION \ •G =>+I11� 7 EXPANSION JOINT 14 PROTECT IN PUKE
' 9Ljj
r Y,. ,. o• Sty cN �;> i- j ° \ (� �, J 8
! PP - EXIST. WALL 7 � d � Z FILL IN AREA
1 i 0 v I j WITH ROCKSCAPE !' \V 15 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 1 EA (DRIVEWAY 2)
e 8
11 'as d Z',c` - - I! ! !I I N EXIST. SPLASH CURB
�^ ! _ - - IIr67
I N #6 BAR 012" O.C. 21.2' !! `.. ^� EXIST.
l i d `` � r:_::-- I I T' E P... � � _ I I
I -,___a �I ST 8' r nc� `.�,pc 5' S/W
! i W% g i I (r- 1, ! ! I 8 I
11
I
� a II I II I 1 9
i d I EXIST
115' S/W i
MONTE VISTA ST. I I i III EXIST- 12` TREE
-
- - - - - -
i d
9 I; 3
I
6 7
EXIS'7J 11
5'
S'/vv
CITY
N SEC OF HERMOSA AVE. AND MONTE VISTA ST. 6 N NEC OF HERMOSA AVE. AND MONTE VISTA ST. 3 N SWC OF HERMOSA AVE. AND VICTORIA ST. $ N SEC OF HERMOSA AVE. AND VICTORIA ST. 3 DESCRIPTION OF REVISION DATE.
3
SCALE 1"=10' SCALE 1"-10' SCALE 1"=10' SCALE 1'=10'
CITY OF RANCHO CUCAMONGA
LEGEND:
olkANTRY p A'
NEW P.C.C. PAVEMENT DESCRIPTION UNIT D/W 1 D/W 2 RAMP 3 RAMP 4 RAMP 5 RAMP 6 RAMP 7 RAMP 8 RAMP 6 PLAN
CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 4 9 1 1 1 1 1 1 1 ADA 1999/2000 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A REMOVE TREE EA 1 1
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
ADJUST IRRIGATION CONTROL VALVE BOX TO GRADE EA 1 1
® ROCKSCAPE ADJUST CATV BOX TO GRADE EA 1
AT VARIOUS LOCATIONS ALONG FORMOSA AVE.. HAVEN AVE.. 6TH 5f. AND ARRONii RITE.
GRADE EXISTING DIRT TO MATCH NEW CONCRETE
CONSTRUCT 8" PCC DRIVE APPROACH INCLUDING REMOVAL OF EXISTING SF RpFESS/ APPROVED BY: DATE
460 343 .-.J '1�
Q /! �//�/ .
CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 149 175 137 173 139 221 'gyp a � CITY ENGINEERy ]�y� RCE: 24953
N do W NAIL do WASHER CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 309 318 313 334 350 353 295 DESIGN RECOMMENDED
FH FIRE HYDRANT h '3
ICV IRRIGATION CONTROL VALVE CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 164 167 169 166 163 164 164 NO. 24953 717 CITY OF RANCHO CUCAMONGA
WM WATER METER CONSTRUCT PCC SPLASH CURB INCLUDING REMOVAL OF EXISTING LF 14 14 15 14 7 Exp. 12-31-01 10500 CIVIC CENTER DRIVE
MB MAILBOX
DRAWN RANCHO CUCAMONGA, CA 91730 SHAT
PP POWER POLE CONSTRUCT ROCKSCAPE SF 82 82 89 83 147 ,�� CIVIC- PK 3 of 6
GTE TELEPHONE BOX
WPJ WEAKENED PLANE JOINT OF �'�` R.C.E. NO '
�D DTE FIE NO 9
HAMILTON ST.
I
EXIST.
II / ( //
I I I 1 6 7 1 1 Ex;sT, WALL I /%/ % I I I I I I I
HAMILTON ST.
6 7 I I °` / PROP. ELEVATION SHALL BE 2` MIGNONETTE ST. / 31.4' I 11 11
LOWER THAN EXIST. ELEVATION I i / I `'
EXIST I. WALL
19' 4' 21' I / 25 5' — — — — - Lv 6 7
Q %.
WPJ - _ — _ — — -- - — I �� W I 410 ' � Q I � a WPJ
Q N a 6 7 ✓ 1' �! �� I LiJ 0 m i
Ot3� ° ° ° ° 1 I N 6 7 :" ° R DOWN w3n-11;w ° '• \\\\ I > 6 7 'lC`� '�!. F
0 2 �. J 4 -- — — -- - --�" WP 6 �\ I Q ! BCR Q .G ° RETAINING CURB I / RETAINING CURB
LnLLJ
W �1 ° OG� ° O RETAINING CURB 4b 0 \ 7 \\\\ I 2 g, yp WPJ
_ `� 13• C _ _ _ _ _ \\ i N 0 N do W (CCwD) — — — — — —
_ — — — — — _ _ REMOVE INTERFERING PORTION �\ \� I w I e,M WPJ _
OF EXIST. BLOCK WALL AND \\ ( = 1 �+
6 7 RECONSTRUCT TO MATCH / \ `` I W I ° d WPJ
\ a
} I d ?• ° "CF 1 a
21.s \ 1 I
#6 BAR 012' O.C. EXIST. 8" HIGH WALL—/ S _ I
I ,
1 aD RETAINING CURB I1 6 7 /. ( '7 _
0.33 , ° I 1/ �-
- - — - - - - - -- - - - 6 7 — 1 = —
I I \1 I I LLJ /` I
i I I I > L' 1 J / EXIST. WALL I - 31
Q 1 1
VICTORIA AVE.
I
V zwPJ 9' HAMILTON ST.
0
In
06
W 67 b
- -EXIST WALL
16
�I
I' II
EXIST.
N NEC HERMOSA AVE. AND VICTORIA ST. -10-\ N SWC HERMOSA AVE. AND MIGNONETTE AVE. 1 N RAMP TO HERMOSA PARK 2 N SEC OF HERMOSA AVE. AND HAMILTON ST. 3 N NEC OF HERMOSA AVE. AND HAMILTON ST. 4
4 4 SOUTH OF HAMILTON ST. 4 4 4
SCALE 1"=10SCALE 1"=10' SCALE 1"=10' SCALE 1--10'I SCALE 1'=10'
BRISTOL ST. BANYAN AVE.
CONSTRUCTION NOTES:
I I
6 7 I p 1 1 ( I a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CRY STD. 102 OR AS MODIFIED PER PLAN
OPEN CHANNEL OUTLET 6 7 21.6' I #6 BAR 012" O.C. I I 22.2'0 6.3' 2&—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
� _ 6- (D—CONSTRUCT 4" THICK P.C.C. SIDEWALK UNLESS NOTED OTHERWISE PER CITY STD. 103
1
67 .CF D.33 � = WPJ �, j ° _ _ -- _ _ CONSTRUCT 8` THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
0 yy RETAINING CURBI Q j 2 w (D—ADJUST TO GRADE
'3 •GF a i Q —:3- - - - ° ° ° > I a 10�d - - - -- (D—SAWCUT
°0 1 V) + 6 7 I b \ '6 7 --MATCH EXISTING
(D xa� t-, y
WPJ I 4, ° ° a _ N I ° 7 + n a--CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
4' CALTRANS 10� I — — WPJ 4�a 0 I WPB ° —� _ -- — �—CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
7 - MATCH NEW ° 6 6 , N-EXIST. WALL 10 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
^T RETAINING CURB �` = k °
II
WITH EXISTING �
7 7 11 REMOVE
/
CURB-
EXIST. ° = i a / 12
�1 nj a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
EXIST. WALLI -C�`✓`o- �� a 13
> ;� �—RELOCATE
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i 6 7 \ ICV, WPJ a 14 PROTECT IN PLACE
(� (I OPEN CHANNEL OUTLET \ 5 I Q o ° I 15 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 1 EA (DRIVEWAY 2)
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illIl• I II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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NWC OF HERMOSA AVE. AND OPEN CHAN. OUTLET14 N WC OF HERMOSA AVE. AND OPEN CHAN. OUTLET14 N SWC OF HERMOSA AVE. AND BRISTOL ST. �4 N SEC OF HERMOSA AVE. AND BANYAN AVE. 4 DESCRIPTION OF REVISION DATE APS.
LE
SCA1 10' SCALE 1"=10' SCALE 1"=10' SCALE 1`=10'
CITY OF RANCHO CUCAMONGA
LEGEND:
QUANTRY PLAN
NEW P.C.C. PAVEMENT DESCRIPTION UNIT RAMP 10 RAMP 11 RAMP 12 RAMP 13 RAMP 14 RAMP 15 RAMP 16 RAMP 17 RAMP 18 2000 ACCESS RAMP AND DRIVE .APPROACH II�PROVEIuIENT'S
CONSTRUCT AC PAVEMNET INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 1 ADA 1999/2000
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER ADJUST IRRIGATION CONTROL VALVE BOX TO GRADE EA 1
CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 119
ROCKSCAPE CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 362 213 311 303 207 151 49 322 341 AT VARIOUS LOCATIONS ALONG FOIIIIOSA AVE., HAVEN AVE, 6TH ST. AND ARFtOtiY WE
;
CONSTRUCT PC SPANDREL INCLUDING M I FESS _ r"
C D EL CLOD NG RE OVAL OF EXISTING SF 164 164 � QRO i APPROVED 8Y: DATE.
GRADE EXISTING DIRT TO MATCH NEW CONCRETE p � CITY ENGINEER RCE: 24953
CONSTRUCT PCC SPLASH CURB INCLUDING REMOVAL OF EXISTING LF 4 17
� V ti �
N do W NAIL do WASHER tiDESIGN � AN OREDAREE B•:
ADJUST WATER METER BOX TO GRADE � RECOARA�ENDEO
EA 1 r _
FH FIRE HYDRANT y '3
CONSTRUCT ROCKSCAPE SF
No. 24953 =
s5 100 n m PK
CITY OF RANCHO AM
ICV IRRIGATION CONTROL VALVE C O CUC ONGA �/� �.
W �
Exp. 12-31-01
i WM WATER METER
C
DRAWN 10500 CIVIC CENTER DRIVEA SHEET
RANCHO CUCA410NGA A 917
C 30
MB MAILBOX
r
PP POWER POLE \.�� CIVI � PK 4 of 6
GTE TELEPHONE BOX OE CAL\F �
DRAWING NO.
WPJ WEAKENED PLANE JOINT R.C.E. NO
J0 1717
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k
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1
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TRADEMARK PKWY. 6 a
BANYAN AVE. !
I I II -A I t 3 a v
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— — — — — — — - — — (I — EXIST. AC — ` I I IRRIGA ION SYSTEM
6 7 Y — — EXIST. AC WPJ 4 TO— ` PROPOSED ELEV. SHALL ° CH EXISTING
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N SWC HERMOSA AVE. AND BANYAN AVE. 5 N SWC HAVEN AVE. AND TRADEMARK PKWY. 5 N 2ND D/W WEST OF HAVEN AVE. 5 N 1ST D/W WEST OF HAVEN AVE. 5 N 1ST D/W NORTH OF 6TH ST. 5
SCALE 1"=10' SCALE 1"=10' SCALE 1"-10' SCALE 1"=10' SCALE 1"=10'
10 •GQ
EXIST 2ND JOINT--R1 +, 0 6
4 EvST. 7 II I CONSTRUCTION NOTES:
I�XISTJ II
INSTALL SOD AND6 7
r IRRIGATIO SYSTEM S%w 7 6 I I I 1a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 OR AS MODIFIED PER PLAN
a ,p TO MATCH EXISTING q>—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
R�4. 1 �O•'I 3 .G� D —CONSTRUCT 4" THICK P.C.C. SIDEWALK UNLESS NOTED OTHERWISE PER CITY STD. 103
4! ° � 0
�4^
-CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
3 WPJ ° EXIST. ADJUST TO GRADE
I ^
CONSTRUCT 6' PCC CURB s I STAMPED �'
PER CITY STD. NO. 104 ° REMOVE AND FILL WITH �iJ. `f - CONCRETE y
SOD AND IRRIGATION SYSTEM 18.3' 6 SAWCUT
-- - - -✓ -- _ - _ OC 8" THICK STAMPED , r (D—MATCH EXISTING
'0 I /-EXIST. CURBCONCRtX S ��R� 7
I 7 6 ° ° 4 ° v ° a I(f
MATCH EXISTING 7 ~ 6 EXIST. P.C.C.- 4.T
CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
-
EXIST. 6' CURB I 4 ° - - - - r I! 6 I I 5 (D—CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
WPJ 4' I 7 6 4 ® v I I t° 1 6 7 1 i WP ° ° 10 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
'� s ( 4 ° ° ° a PJa 6 7 11 REMOVE
a v 1 v WPJ 12 v ° 3 ° WPJ ° °° OCA, 3 t¢ 6 G G� ° 4 D• - - - CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. ASS CASE C
WP ° e 4 ° Inn 13 RELOCATE
7 6 6 4' ° ° 7 6 p 4 ° ° ° v ° 4 4 4, WpJ 14'Qe• I ° WPJ° a 4 ° I �e�c PROTECT IN PLACE
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a ° Q ° 4e ° = 6 7
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EXIST. 6" CURB- 7 6 ° ° e ARROW ROUTE ARROW ROUTE
4
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EXIST. 6" CURB- 7 WPJ ° 4 SOD AND IRRIGATION SYSTEM -
0•
NOTE:
THIS IS THE ONLY ACCESS DRIVEWAY FOR THE APARTMENTS, THEREFORE THE DRIVE APPROACH
CONSTRUCT 6" PCC CURB .( 3 ° 6 7 SHALL BE POUR IN TWO HALVES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PER CITY STD. NO. 104 4 ° v e•CF
µ1k INSTALL DO AND
IRRIGATIOP I SYSTEM !
3 I� a TO MATC EXISTING ` 7 I
WPJ I I
a ( 6 7
EXIST. 2ND JOINT—, \ Q 6 �F INDUSTRIAL CENTER 25 MONTEREY VILLAGE APARTMENT 26 INDUSTRIAL CENTER 27 CITY° N N N DESCRIPTION OF REVISION DATE
1ST D/W NORTH OF 7TH ST. 5 2ND DRIVEWAY WEST OF HAVEN AVE. 5 2ND D/W WEST OF R.R. SPUR 5 "PP10V`
I SCALE 1"-10' SCALE 1"=10' SCALE 1"=10'
COMMERCIAL CENTER 24 CITY QF RANCHO CUCAMONGA
SCALE N"=10' 1ST D/W SOUTH OF 7TH ST. 5 QUANTITY
PLAN
LEGEND: DESCRIPTION UNIT RAMP 19 RAMP 20 D/W 21 D/W 22 D/W 23 D/W 24 D/W 25 D/W 26 D/W 27
A l A P R PR P
AD 999 2000 ACCESS RAM AND D NEAP OACH IM R `�,
CONSTRUCT AC PAVEMENT INCLUDING SAWCUTTING AND REMOVAL OF EXISTING TON 1 3 4 3 4 3 3 2 / 011EIulENTS
NEW P.C.C. PAVEMENT
CONSTRUCT 6" PCC CURB INCLUDING REMOVAL C G AL OF EXISTING LF 4 44
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A CONSTRUCT 8" PCC DRIVE APPROACH INCLUDING REMOVAL OF EXISTING SF 621 622 1123 1298 667 863 644
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER
CONSTRUCT PCC SIDEWALK INCLUDING REMOVAL OF EXISTING SF 119 34 14 237 1 248 115 32 39 AT VARIOUS LOCATIONS ALONG HERfw M AVE. HAVEN AVE, 6TH ST. AND ARROW RTE.
ROCKSCAPE CONSTRUCT 8" THICK STAMPED CONCRETE SF 60 QROFESS/ APPROVED BY: DATE. t
CONSTRUCT PCC WHEEL CHAIR RAMP INCLUDING REMOVAL OF EXISTING SF 324 573A,p \� ( CITY ENGINEER RCE: 24953
GRADE EXISTING DIRT TO MATCH NEW CONCRETE w '�� �^
CONSTRUCT PCC SPANDREL INCLUDING REMOVAL OF EXISTING SF 166 J,4 DESIGNnn ARE ARS[ E RECOMMENDED
N do W NAIL do WASHER CONSTRUCT PCC SPLASH CURB INCLUDING REMOVAL OF EXISTING LF 16 m No. 24953 m PK CITY OF RANCHO CUCAMONGA
FHI FIRE HYDRANT IRRIGATION VALVE CONSTRUCT ROCKSCAPE SF 98 * Exp. 12-31-01 * DRAWN RANCHO UAVONCA, CA
ICV CIVIC
SHEFT
WM WATER METER CIV% PK 5 of 6
MB MAILBOX OF
7
PP POWER POLE CI►�1� CHECKED R.C.E. NO DRAWING NO.
GTETELEPHONE BOX
Jo DAT,E ME NO �-� 1717
WPJ WEAKED PLANE JOINT
ARROW ROUTE
CONSTRUCT 8" THICK PCC z CONSTRUCT 8" THICK PCC ` �- EX'S`. AC BERM
Z ARROW ROUTE Q s
5.8 19.4 5.8
GRADE TO MATCH NEW PCC a
EXIST. AC BERFr1 , ` ' �_ 5.7' 24.1' 5.4'
7 t
7 i_X.S?. AC ;( �I -EXIST. AC' 1
CONSTRUCT 8 THICK PCC -DiRT I Y W
Y
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_ .7 A3 ,�• WP k 4NPJ
16
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c� _ -
- - - - - - - - - - - - - -
f 5.5' 20.2' 4.8'
5.3' 19.6' 6' y I I 5' 19.T 5.9' - - - EXIST. AC BERM-/ 6 -EXIST. ACJ
( �^ BERM
EX.'S' AC REarr 6 EXIST. AC' I! c WING WING 7 EXIST.
8" THICK PCC
7 CONSTRUCT 8" THICK PCC
ARROW ROUTE ARROW ROUTE
ARROW ROUTE
NURSERY 28 ARROW ROUTE 29N ARROW ROUTE 30 ARROW ROUTE 31 ARROW ROUTE 32
N 2ND DRIVEWAY WEST OF DAY CREEK CHANNEL 6 N 1ST DRIVEWAY WEST OF DAY CREEK CHANNEL 6 1ST DRIVEWAY WEST OF DAY CREEK CHANNEL 6 N 1ST DRIVEWAY EAST OF DAY CREEK CHANNEL 6 N 1ST DRIVEWAY EAST OF DAY CREEK CHANNEL 6
SCALE 1"=10SCALE 1"=10' SCALE 1"=10' SCALE 1"=10' SCALE 1"=10'
5 �
II -_
s CONSTRUCTION NOTES:
_
EXi T? ; I WPJ 7
I
aI 1a--CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 OR AS MODIFIED PER PLAN
' S/Al i Q ( I I - EXIST. AC
(D-CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
RELOCATE INTERFERING 4.5' 4� 5
°CR`ON 0� Ex!S, CCK Y. ( \ / W ( 7 CONSTRUCT 8" THICK PCC CONSTRUCT 4" THICK P.C.C. SIDEWALK UNLESS NOTED OTHERWISE PER CITY STD. 103
►'� (� � { PJ a-CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
Q �-ADJUST TO GRADE
EDGE OF EXIST. PAVEMENT 3 WpJ I' II ;pj;l
3 =
7- - I Ia-SAWCUT
CONSTRUCT 8 THICK PCC /
;� 6 + 7a--MATCH EXISTING
Q--CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL 8 SHEET 1
CONSTRUCT 8" THICK PCC ,DIRTY EXIS?. GATE WPJ i I I i°GRADE TO MATCH NEW PCC - " Li > 3 (�-CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
- I! I I I I I�XIS?. 10 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
77 1.6 �, --1.s' I I Q Q I I I CONSTRUCT 8 THICK PCC , .
4.5' 4' a S 'aJ
7' k 3 TO MATCH � � f � 11 REMOVE
3 "• I I Z � - cx.�ST. AC -
yypJ ° 7' :v:WpJ-:�'- ° a z W i HAVEN AVE. 36 12 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. ASS CASE C
_ I �--OVERLAY NEW AC-� 4° e' i I w ] N 1ST DRIVEWAY NORTH OF DEER CREEK CHANNEL 6 13 RELOCATE
5.6' S.6' 1 -' EXIST. AC - N >Q I I( 7
WPJ
in _ _ - 14 PROTECT IN PLACE
7 �� (j i I I I SCALE 1"=10'
_ 15 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 1 EA (DRIVEWAY 2)
- - - - - - - -- _ -- i EXIST. UNDERSIDEWALK
- - - - - - - - ao WPJ I 'Q -i
A 5
�i
4.6' 22.2' 4.4 / I I ( DRAIN f
ARROW ROUTED-Wpii!X;s-, WPJ , li
Z- EDGE Or tXiST. DAVE " II I LiJ
MEN' 4' S/'� CONSTRUCT 8 THICK PCC e
� ! 4' 8.2' I >
° - Q
EXIST. DIRT- a I b
a I) ( N Z
II GRADE EXIST. DIRTI II I
TO MATCH NEW PCC /wpJ I ( - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I °
I If � I� i Z
I II a i 11
L _ -J - - -
- T -
i
--EYIST. 4' S/W
ARROW ROUTE 33 HAVEN AVE. 34 HAVEN AVE. 35 HAVEN AVE. 37CITY
N 2ND DRIVEWAY EAST OF DAY CREEK CHANNEL 6 N 1ST DRIVEWAY SOUTH OF DEER CREEK CHANNEL 6 N 1ST DRIVEWAY SOUTH OF DEER CREEK CHANNEL 6 N 1ST DRIVEWAY SOUTH OF AMBER LANE 6 DESCRIPTION OF REVISION DATE
SCALE 1"=10' SCALE 1"=10' SCALE 1"=10' SCALE 1"=10'
CITY OF RANCHO CUCAMONGA
LEGEND: QUANTITY
DESCRIPTION UNIT D/W 28 D/W 29 D/W 30 D/W 31 D/W 32 D/W 33 D/W 34 D/W 35 D/W 38 D/W 37 PLAN
NEW P.C.C. PAVEMENT CONSTRUCT AC PAVEMENT INCLUDING REMOVAL OF EXISTING TON 1 1 0.5 0.5 14.5 0.5 2 ADA 1999/2000 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A ADJUST MANHOLE EA 1
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER CONSTRUCT 8" PCC DRIVE APPROACH INCLUDING REMOVAL OF EXISTING SF 78 78 79 96 81 89 98 60 63 80
ROCKSCAPE CONSTRUCT PCC SIDEWALK SF 74 69 67 83 63 65 104 59 56 48 AT VARIOUS LOCATIONS ALONG HEMOSA AVE.. HAVEN AVE, 8TH ST. AND ARIM RTE.
ADJUST WATER METER BOX TO GRADE EA 1 ' _ �. ,
E C
F SS APPROVED BY: DATE:-� �� �-
o i
Qa o
GRADE EXISTING DIRT TO MATCH NEW CONCRETE �p \� �t �� CITY ENGINEER � /y [��� RCE: 24953
DESIGN � ati cR.cr,RE� E BENDED
N do W NAIL do WASHER No
h
FH FIRE HYDRANT m ` . 24953 PK CITY OF RANCHO CUCAMONGA K'
ICV IRRIGATION CONTROL VALVE
WM WATER METER W Exp 12-31-01 � 10500 CIVIC CENTER DRIVE
" RANCHO CUCAMONGA, CA 91?30 SHEET
MB MAILBOX �,� C►V1v PK 6 of 6
PP POWER POLE 0E CA.\F" CHECKED DRAWING NO,
GTE TELEPHONE BOX R.C.E. NO
WPJ WEAKENED PLANE JOINT JD DAW FU NO 99-08_ 1717