HomeMy WebLinkAboutSports Complex ADA ramps & pkg lot imp. P
A
TEMPORARY BENCHMARK
CENTER OF CONCOURSE
s
dFAMr
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CITI
OF ELEVATION 100.00
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ON
x SHEET 2
AREA 2
0 C A
c CU AM G
FIELD
IMPROVEMENTS
QUAKE'S
FIELD
SP IRS CO PLEX
AND"111 PARKING LOT
I
AREA 3 AREA 4
E
AN
SHEET 3
SHEET 4
I
GENERAL NOTES
RANCHO CUCAMONGA ADULT SPORTS PARK
1. ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD
DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KEY MAP
CONSTRUCTION, (GREEN BOOK), 1994 EDITION AND 1995 SUPPLEMENT. _UCA
i
2. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM
! AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS
O OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT
OF THE CONSTRUCTION OPERATIONS.
...� 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1 -800-227-2600
Ir AND THE FOLLOWING UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR
REGARDING ANY PROBLEMS.
N SOUTHERN CALIFORNIA EDISON Co. 909 989-5861 FOOTHILL BOULEVARD
f SOUTHERN CALIFORNIA GAS Co. 909 335-7712
GENERAL TELEPHONE Co. 909 469-6334 •
up CUCAMONGA COUNTY WATER DISTRICT 909 483-7440 O
WILTEL BUSINESS NETWORK 19091 947-9441
� 4. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC Q j
WORKS SECTION AT (909) 477-2740 EXT. 2341 TWO WORKING DAYS PRIOR TO SEBASTIAN :Z
THE REQUIRED DATE. WAY
5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO Q
+p ANY CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA
EASEMENT OR RIGHTS—OF—WAY.
6. THECONTRACTOR SHALL HAVE A CLASS A CONTRACTORS LICENSE.
Lv 0
7. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE
(22) LiJ
ow
PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES Q� ~
SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. O 3 4 W
8. ALL WORK SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. Cc STADIU B JACK o
ct
v E OR.
EXISTING SURVEY MONUMENTATION
ALL EXISTING SURVEY MONUMENTS THAT WILL BE DISTURBED BY THIS PROJECT
! SHALL BE REFERENCED AND RESET BY THE CONSTRUCTION SURVEYOR IN ACCORDANCE
r WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT. ARROW ROUTE
SITE MAP
I
R
i
ESTIMATE OF QUANTITIES
BALL FIELD NO. 2 BALL FIELD NO. 3 BALL FIELD NO. 4 TOTAL
ITEM UNIT QUAN77TY /TEM UNIT QUAN77TY /TEM UNIT QUANTITY UNIT QUANTITY
ENGINEER ' S NOTICE TO CONTRACTOR : 4” Portland Concrete Cement S.F. 800 4" Portland Concrete Cement S.F. 590 4" Portland Concrete Cement S.F. 780 S.F. 2,170
2 Dia Sch 80 Pie Hand Rail L.F. 85 2 Dia Sch 80 Pie Hand Rail L.F. 90 2" Dia Sch 80 Pie Hand Rail L.F. 80 L.F. 255
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 1-1/2" Dia Sch 40 Pie Hand Rail L.F. 365 1-1/2" Dia Sch 40 Pie Hand Rail L.F. 240 1-1/2" Dia Sch 40 Pie Hand Rail L.F. 270 L.F. 510
I SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 3'-6" High Decorative Guardrail L.F. 31 3'-6" High Decorative Guardrail L.F. 26 3'-6" High Decorative Guardrail L.F. 30 L.F. 87
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY 8"x4"x16" CMU Retaining Wall 8"x4"x16" CMU Retaining Wall 8%4%16" CMU Retaining Wall
THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN less than 3'-0" in height S.F. 126 less than 3'-0" in height S.F. 220 less than 3'-0" in height S.F. 195 S.F. 541
ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS CITY
` REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES 8"x4"x16" CMU Retaining Wall 8%4%16" CMU Retaining Wall 8"x4%16" CMU Retaining Wall DESCRIPTION OF REVISION
DATE APPROVED
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. more than 3'-0" in hei ht S.F. 73 more than 3'-0" in height S.F. 0 more than 3'-0" in height S.F. 84 S.F. 157
Chain Link Gate Installation EA. 1 Chain Link Gate Installation EA. 1 Chain Link Gate Installation EA. 1 EA. 3 CITY OF RANCHO CUCAMONGA
E C0NTRACTOR S RESPONSIBILITY FOR SAFETY. Irrigation Modifications L.S. 1 Irrigation Modifications L.S. 1 Irrigation Modifications L.S. 1 L.S. 3
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL Bike Rack Relocation EA. 1 Bike Rack Relocation EA. 1 EA. 2
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING Rock Rip—Rap S.F. 4 Rock Rip—Rap S.F. 4 Rock Rip—Rap S.F. 4 S.F. 12
THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL ADULT SPORTS PARK
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR AND PARKING LOT IMPROVEMENTS
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. QROVEMSZ& Nq� APPROVED BY DATE
CITY ENGINEER R.C.E. NO. 24953
w ROBERT R. 0 T DESIGN RECOMMENDED
44120 WJRB Associated Engineers
NO. 3311 E.SHELBY ST.•ONTARIO,CALIFORNIA 91764
Exp. 06-30-05 DRAWN TEL:(909)900-1982*(909)941-0991 SHEET
L: O®ASSOC-ENG.COM
IVIL ��`! WJRB 1 OF 4
CHECKED 44120 DWG. NO.
RRO C.E. No.
FILE NO. FILE N0.
p
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2002 FILE: J:\98121\12-2001\98121COVR.DWG DATE: 07-16-02
I
1
r
TEMPORARY BENCHMARK
I PLEXIGLASS RUNNER PLATE REMOVE AND REPLACE EXIST 4" CENTER OF CONCOURSE
INSTALLED ADJACENT CONCRETE W/MED BROOM FINISH TO MATCH
9 TO HANDRAIL
38.34' ELEVATION 100.00
CONSTRUCT 1-1 2" DIAMETER
SCH 40 PIPE R iL 1.0' 6.0' 31.34'
CONCOURSE
EXIST TREE WELL/TREE NEW BIKE RACK
TO REMAIN (TYP) REMOVE & LOCATION ,
1-1/2 1 RELOCATE I I - EXIST CONC PANEL SUPPORT
CLEAR I BIKE RACKI A I O TREE WELL (TYP) - SEE
I
EXIST BRICK I 1 DETAIL E THIS SHEET
k " M MASONRY RETAINING WALL PAVERS - 1 _1 n-11 T �•ooro bti�
4 THICK PCC RAMP .� 1 +'. J -0.6 .
EXIST CONC bs�
91
-5.47e- ��o F - I r--EXISTING CMU WALL
a6 ® DUGOUT TO REMAIN
TW = 8" ABOVE
�9 I EXIST CONC.
o -off I
OPPOSITE HANDRAIL � 9��° vq � h -5� � 9�0° �" N
9_
N.T.S. X x (te+)
- - -o x= — _— _- - x �—_—=__ — —�
— — X011 �s�
-4 19k. i� g�• l9k' J
�' A
CONCOURSE RIP-RAP
a
EXIST CHAIN-LINK I I 1-1/2" DIA SCH 40 PIPE RAIL W/ EXISTING CONC MOWCURB EXIST TURFEXIST CLAY REMOVE EXISTING FENCING &
FENCE & STEEL I I ELECTROSTATIC COATING PER SPECS DECORATIVE GUARDRAIL AT AND FENCE TO REMAIN CONTRACTOR SHALL REPLACE ALL
PIPE COLUMNS I SEE STANDARD PLAN 606-1 OF TOP ADJACENT CONCOURSE 6.0 32.34 6.0 CABLE AS NECESSARY AND NOTE.
BALL FIELD INSTALL 4'-O"W X 7'-O'H CONCRETE PANELS IN KIND
THE STANDARD PLANS FOR PUBLIC PER DETAIL K, SHEET 4 of 4
BALL FIELD WORKS CONSTRUCTION AND DETAIL L. 2"X2" 19GA GLAV C.L. GATE DISTURBED BY HIS OPERATION
SHEET 4 of 4. SAWCUT & REMOVE EXIST PLAN VIEW
I
CONC AND PROVIDE EXP.PCC VALLEY GUTTER I I NON-SHRINK GROUT EXISTING JT. W/MASTIC - TYP
I SLOPE TO DRAIN - TOP I I TYP O EA. VERTICAL GROUND _
EDGE TO MATCH MOWCURB II $ o CONC TO BLK WALL
RIP-RAP PER I I to P M ~
SECTION 72-4 OF - - - - - - -
CALTRANS STANDARD I I o �•.,, -
I SPECIFICATIONS I I = Z I -
RIP-RAP AT END I I CONSTRUCT MASONRY RETAINING WALL
j (SLOPE TO DRAIN) I PER DETAIL, SEE SHEET 3 of 4. A EXISTING CHAIN
a BLOCK TO MATCH EXISTING DUGOUT LINK FENCE EXIST PRE-CAST CONC TREE
7-1-0
WELL PANEL - PROTECT IN PLACE
EXIST 12" WIDE CONC TYP) �+ Z
MOWCURB AND FTG I I - _ 1 2"MAX NEW 4" PCC W/6X6
I I CONSTRUCT MASONRY RETAINING id, I1ii 10-10 WWF MED BROOM
II
WALL, TYPE B, PER CITY OF " DUGOUT FINISH TO MATCH EXIST
. RANCHO
�.
CUCAMONGA P
G STD LAN 604
" BLOCK TO MATCH EXISTING DUGOUT EXISTING
4 THK. POURED-IN-PLACE _ _
CONCRETE RAMP OVER 959 /---
GROUND
COMPACTED SUBGRADEREMOVE EXISTING FENCING &
PER CITY STD 8"X4"X16" CMU TO MATCH CABLE AS NECESSARY AND
EXISTING BLK 0 DUGOUT INSTALL 4 -0 W X 7 -0 H
... " " EXIST CONC PANEL
c C.L. GATE - MATCH EXISTING SUPPORT W/CONT REBAR
es
CROSS SECTION A-A
N.T.S. ELEVATION NOTE: VERTICAL BARS REQUIRED AT DETAIL E
4 o.c. WHERE DROP BETWEEN N.T.S.
RAMPS IS GREATER THAN 12",
lace expansionints
H =6'-0" at 40'-0'cc max, RAM P N 0 . 2
gs
s s � 2"Cement moRir cap � ~_
1 0,
8S b i A
~ Z
H-3'-4'
Mosonrr consrucl�on
84 Tor z-044 t
S *I r9w J
Ground hr►e
b t"T Mont tat
c c
;� E 6
i I ,� (
#4 rot .? , --- ---- --'-- - -- ---- -- - ---- _ - - - - ----
k
16' 16' 16" 18" 18" 16"
6wimp H=6=0" max. Omit mortar from vortical pint in first course above proposed Extend caulking 8'
2
s b ground kne at 32'Centers Aw weep holes. Fill a#cells with concrete below finishg
ed rade.
rO.cor aweAerp
--- ELEVATION — MASONRY CONSTRUCTION
N�iMe
t Ce r warier fey 11l ( JI H=6'-0' H=4'-8' ,H-3'-4"
Lerewr b" 1j1 ~s IIaI �I IIs
ArrlWeso �reM. 1 Zjl
c
5 ow Aftaeerr eanelhravae Front taw E
I lirtralled ground line
rte" m
•
±304 ILO 12
#s 1.
z04 ® 12
I '�4 rot 1
04 Tor. 2 ELEVATION
04 rot 2
Layout kris
0
1 1
w rV I
H-4'-6"max. u 1`-0"
,TYPE A WALL TYPE B WALL PLAN CI TY
f
FOOTING STEP DETAILS DESCRIPTION OF REVISION DATE APPROVED
E
r - H J-4-' 4"-o" 4'-e" 5,-4 6'-o Tia jovs,pn x 3=4" 1 4'-0" 4'-B" � 4" �o" KSIGN C111TE"I": CITY OF RANCHO CUCAMONGA
I ."asor" 1,� 500 pe, f'
A w 31•?" J'6" 3'-AO" 4=2• t=6" B W ?=s" .!"-o" J" O" 5s, 4'-0" m = 1500 psi 1 = 24,000 psi n = 20
�- pr molded expansion Rant ConC. tc 1300 psi f'c = 3250 psi 1, - 24,000 psi n = 10 AREA 2
A !r4(d/6 4(d r6 B - A - - - _ 4(d K (d r6 D❑ Q joint tiller Earth 120 pCl.
A —_ 04016 05(916 B 4g - e4(8fi aJ(dri
ADULT SPORTS PARK
g
A "4(d/6 *4(d 16 4 509/9i — I #40(RK *4(d Ii 11.1R z Caulking L >•"min 2' Surcharge
*4016 Equivalent fluid pressure = 36 pct/pr determination at toe pressure.
feel% aosc. 2 ! J.? 54 -17 4 0 S >x 4(d x 16 4(d x l8 4(418 t 0 4 5 E C T I O� N A-A 27 pcf for determination of heel pressure, AND PARKING LOT IMPROVEMENTS
Cu. M. /L.f feces cent.
2.1 Unlimited Surcharge. Earth pressure determined from Rankino,s
Cr. fl/L.f. Z.d 2 I 3.0 5,3 5.6 formula 0 - 33°-42'
Feint LN./L.. LJ 1 f S //i /2.1 11.0 Heir/ LIS./L.r. !. / P-6 //.6 /2.9 /?.4 AAinimum allowable sal bearing capacity at loundahon material = 2000 pst
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA QROF4Nq� APPROVED BY DATE
g APPROVED NY, STANDARD PLAN APPROVED vy,
STANDARD PLAIN CITY ENGINEER c t R.C.E. N0. 24953
f MASONRY RETAINING WALL / MASONRY RETAINING WALL ROBERT R. 07E ?, DESIGN RECOMMENDED
6 �9 604 604 r Associated Engineers
No. 44120 WJRB 3311 E.SHELBY ST."ONTARIO,CALIFORNIA 91764
�.
CITY ENGINEER SFIEEt t OF 2 R.C.E. E�2'963 � x - _ � TEL: 909 960-1982. 909 1 1
R.C.E 24953 DATE UK WN STANDARD SPECIInCATKIM FOR PUKX WORKS CONSTRUC M" DATE uK W M STANDARD SpCCli1CAT10Ni FOR PUKX woft CON=TwxjVN SHEET R OP P
E P. 06 30 05 ( ) ( )94 -089
C►VILE a�� DRAWN AIL:ROBOCASSOC-ENG.COM SHEET
i
lF OF C WJ 2 O F 4
CHECKED 44120 DWG. NO.
RRO R.C.E. I Q 4r 2
FILE N0. FILE N0.. (J ✓J
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2002 FILE: J:\98121\12-2001\981211P01.DWG DATE: 07-16-02
TEMPORARY BENCHMARK
PLEXIGLASS RUNNER PLATE CENTER OF CONCOURSE
i INSTALLED ADJACENT
TO HANDRAIL
CONSTRUCT 1-1V2" DIAMETER ELEVATION 100.00
SCH 40 PIPE RL
1-1/2"
CLEAR
MASONRY RETAINING WALL
4" THICK PCC RAMP M
32.34'
1.0' 6.0' 25.34'
OPPOSITE HANDRAIL
CONCOURSE
N.T.S.
EXIST BRICK
1-1/2- DIA SCH 40 PIPE RAIL W/
PAVERS F CONTRACTOR SHALL REPLACE ALL
ELECTROSTATIC COATING PER SPECS NOTE:
�� o CONCRETE PANELS IN KIND
SEE STANDARD PLAN 606-1 OF x
THE STANDARD PLANS FOR PUBLIC CONCOURSE EXIST CONC �s 9 �° DISTURBED BY HIS OPERATION
EXIST CHAINLINK WORKS CONSTRUCTION AND DETAIL L,
FENCE & STEEL I I SHEET 4 of 4. 0 9 4 ^� o '' h
PIPE COLUMNS
_ I DECORATIVE GUARDRAIL AT F 1 `�� F�� ,� —5_6� F��� EXISTING CMU WALL
I I NON-SHRINK GROUT TOP ADJACENT CONCOURSE o e ® DUGOUT TO REMAIN
I I TYP O EA. VERTICAL PER DETAIL K, SHEET 4 of 4 x o S �s TW = 10" ABOVE
BALL FIELD I I SAWCUT & REMOVE EXIST 10' Ln V)(0 6% 9 so 9 s� EXIST CONC.
I I CONC AND PROVIDE EXP. o -0_7�
I I JT. W/MASTIC - TYPO ��y o� o� 5.6� 9Rs. ro� �1
PCC VALLEY GUTTER I I o , ;� CONC TO BLK WALL 9so; o. FIK —� s9 F��• .0 6pl
SLOPE TO DRAIN TOP III x
EDGE TO MATCH MOWCURB I I EXISTING 1- r] P - - - - - - - - - �"k '�'"-� ` X l
RIP-RAP PER I I GROUND - -
- - - - -
SECTION 72-4 OF , - Ci
a CALTRANS STANDARD i i o 5 CONSTRUCT MASONRY RETAINING WALL 9 I a
SPECIFICATIONS = PER DETAIL, THIS SHEET. RIP-RAP • \
RIP-RAP AT END I I BLOCK TO MATCH EXISTING DUGOUT EXISTING CONC MOWCURB `REMOVE EXISTING FENCING &
(SLOPE TO DRAIN) I EXIST TURFEXIST CLAY CABLE AS NECESSARY AND
iN Z AND FENCE TO REMAIN INSTALL 4'-0"W X 7'-0"H
EXIST 12" WIDE CONC I I 1.0% TYP I -6.0'. , 26.34 6.0 2"X2" 19GA GLAV C.L. GATE
BALL FIELD
MOWCURB AND FTG I I •
CONSTRUCT MASONRY RETAINING IF
WALL TYPE B PER CITY OF
F I I RANCHO CUCAMONGA STD PLAN 604 PLAN VIEW
rt BLOCK TO MATCH EXISTING DUGOUT
ry I I I I 4" THK. POURED-IN-PLACE
v . CONCRETE RAMP OVER 95%
COMPACTED SUBGRADE
PER CITY STD
EXISTING CHAIN
e X LINK FENCE
CROSS SECTION F— F
V %0 .._
N.T.S.
DUGOUT
N -
1•-
t Property Line Retaining Wail--Masonry Stem-Soil Not over Footing-Axial=400 tbs.!*. 55.3
4:0 `
r► �"� 8"X4"X16" CMU TO MATCH REMOVE EXISTING FENCING &
EXISTING BLK O DUGOUT CABLE AS NECESSARY AND VERTICAL BARS REQUIRED AT
INSTALL 4'-0"W X 7'-0"H NOTE: „
C.L. GATE - MATCH EXISTING 4 o.c. WHERE DROP BETWEEN
RAMPS IS GREATER THAN 12",
i
ELEVATION
!-t4
`o
• CQ:ro c.c.. ` --a' coJ�(;c. 'o. -� d�►6"a�. - b�t�.
Id
-- — ��- d ----- T RAMP NO ., 3
t~=10'
I- ' •I M
Axial load =400"./ft. Axial bed=400 9m./ft.
E.F.P. -30 p.c.f. E.F.P. =30 p.c.f.
Section 5.3.3 Section 6.3.4
� 4G!6o.c.
CITY
� �54;G;O.C. "-8 COVC. s !.�d ,-�' COt�1C. DESCRIPTION OF REVISION
DATE APPROVED
BLK.
CITY OF RANCHO CUCAMONGA
a AREA 3
ADULT SPORTS PARK
-�' _ AND PARKING LOT IMPROVEMENTS
Axial load =4001bs./ft. Axial load =4001bs./ft.
E.F.P. -30 p c.f. E.F.P =30 p.c.f.
Section 6.3.6 Section 6.3.6 Q�pFESS10NA� APPROVED BY j _ DATE' , �f
o �y CITY ENGINEER ��� � R.C.E. NO. 24953
Z5ROBERT R. OTTE DESIGN RECOMMENDED
L.jL. aa,20 �' WJRB Associated Engineers
287 No. 3311 E.SHELBY ST..ONTARIO,CALIFORNIA 91764
Exp. 06-30-05 DRAWN TEL:(909)980-1982'(909)941-0891 SHEET
AIL:ROSOCASSOC-ENG-COM
WJRB 3 OF 4
RETAINING WALL DETAIL °F "`��
CHECKED 44120 DWG. N0.
R R O R.C.E. I ( [1
FILE N0. FILE NO.. (� J7
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2002 FILE: J:\98121\12-2001\981211P02.DWG DATE: 07-16-02
TEMPORARY BENCHMARK
W x 1�" x 0'-7" STEEL TUBE O TOP 2" x 2" x J" STEEL TUBE TOP CENTER OF CONCOURSE
RAIL SPLICE TACK WELD TO ONE TOP RAIL (Typ)
RAIL, BOLT TO BOTH RAILS W/i" x 1" " " ELEVATION 100.00
GALV. FLAT HEAD COUNTERSUNK LONG SECTIONS OF 2J00 STEEL
MACHINE SCREWS (Typ) 45Typ PIPE (Typ)
W x 1j" x J" x 0'-6" STEEL
TUBES WELD TO TOP RAIL, BOLT
TO VERT TUBES W/J" x 1" GALV.
CIL FLAT HEAD COUNTERSUNK
MACHINE SCREWS (Typ)
J r SQ. SOLID STEEL CROSS BARS
= Q AND MIDRAIL (Typ)
o
LEXIGLASS RUNNER PLATE Q SQ. SOLID STEEL BALUSTERS
IN
ADJACENT (TYP)
TO HANDRAIL
NOTE: CONTRACTOR SHALL REPLACE ALL ONSTRUCT 1-1 �2~ DIAMETER 2T x 2" x J" STEEL VERT TUBES"
CONCRETE PANELS IN KIND SCH 40 PIPE RKIL DEEP - SET x EPDXY GROUT 12
DEEP IN 3�" x 3�" x 4" STEEL
DISTURBED BY HIS OPERATION TUBE SLEEVES (Typ) TOP OF
I
CONCRETE PLATFORM
1-1/2" It II WELD & GRIND SMOOTH, FABRICATE
II II II II
CLEAR o ;; ;; 4" CLR (Typ) ;; ;; BALLUSTRADE AS A UNIT BEFORE
PAINTING - BOLT UNIT TO VERT
MASONRY RETAINING WALL TUBES AND TOP RAIL W/j" x 1�"
EXIST LIGHT STANDARD THICK PCC RAMP LLI ; VIII GALV. FLAT HEAD COUNTERSUNK
TO REMAIN (TYP) 37.67' LL MACHINE SCREWS (Typ)
\ 30.67' 6.0' 1.0' CONCOURSE
4'-2j"t
I�EW BIDE RACK I /-- REMOVE AND REPLACE EXIST
dN I 4" CONCRETE W/MED BROOM
EXIST BRICK OCATII I FINISH TO MATCH ALL STEEL GUARDRAIL MEMBERS TO BE PAINTED; COLOR TO MATCH RANCHO CUCAMONGA
PAVERS - - _ I H I REMOVE & RELOCATE I SPORTS PARK ARCHITECTURE "HARTFORD GREEN". CONTRACTOR TO SUBMIT SAMPLE
EXIST CONICI �o�>� ,� �� T - T� I (BIKE RACK OPPOSITE HANDRAIL I OF PROPOSED FINISH FOR REVIEW & APPROVAL BY CITY PRIOR TO FABRICATION.
��� a ,y ` ,�'°• '. EXIST TREE WELL/TREE DETAIL K
0.6� I� ° �4b TO REMAIN (TYP) N.T.S.
N.T.S.
EXISTING CMU WALL 19��� ���ti� 7y `�9s�` ��s �,y� o
® DUGOUT TO REMAIN I I 1
o TW = 4" ABOVE 9Al, 96s\
EXIST CONC. I I���tih F��ti� —5.77. 6srs � 6
— J 0 _07y O
r
Too 7
19 \
A r, h 5 - s �s ° 1/2- DIAMETER SCH 40 PIPE 7� 96`x\ 9SA\ 1����
W
� — — YIN �JL
-" __ -T' --_ - - - _— -x - 1-1/2" DIAMETER SCH 40 PIPE
M A 7
' tall. g
9k v J 4 SR St 2, o
71
w REMOVE EXISTING FENCING & CONCOURSE
CABLE AS NECESSARY AND 60 H
a INSTALL 4'-0"W X 7'-0"H � 31.67' 6.0' DECORATIVE GUARDRAIL AT 2" DIAMETER SCH 80 PIPE
C.L GATE MATCH EXISTING RIP-RAP TOP ADJACENT CONCOURSE
PER DETAIL K, THIS SHEET I I. EXIST CHAIN-LINK
EXIST CLAY EXIST TURF BALL FIELD 1-1/2" DIA SCH 40 PIPE RAIL W/ I I FENCE & STEEL
ELECTROSTATIC COATING PER SPECS I I PIPE COLUMNS
SAWCUT & REMOVE EXIST SEE STANDARD PLAN 606-1 OF
PLAN VIEW CONIC AND PROVIDE EXP. THE STANDARD PLANS FOR PUBLIC I I PCC VALLEY GUTTER
c,,, JT. W/MASTIC - TYP = ISKSHEET.STRUCTION AND DETAIL L, I I SLOPE TO DRAIN - TOP
CONICTO BLK WALL t o THI I EDGE TO MATCH MOWCURB
NON-SHRINK GROUT I RIP-RAP PER
r+ - - - - - - - P ~ TYP O EA. VERTICAL SECTION 72-4 OF
+� � + • I I CALTRANS STANDARD
1-1/2- DIAMETER
1rr ' CONSTRUCT MASONRY RETAINING - � _ = Z EXISTING I I
SPECIFICATIONS SCH 40 PIPE
WALL PER DETAIL, SEE SHEET 3 of 4. cD g GROUND I RIP-RAP AT END
EXISTING CHAIN I BLOCK TO MATCH EXISTING DUGOUT I I (SLOPE TO DRAIN)
III^ Nr
Lk—j
LINK FENCE H I I
.. I 4" II II
0.c
BALL FIELD - I .
II II
N z _1.090 TYP I o (t yp ) I I I
I II II
II II
CONSTRUCT MASONRY RETAINING EXIST 12" WIDE CONIC
DUGOUT �� q'll ��IIIII WALL, TYPE B, PER CITY OF I I "lam'
MOWCURB AND FTG
�! T111, �I 'I RANCHO CUCAMONGA STD PLAN 604
� BLOCK TO MATCH EXISTING DUGOUT I I NON-SHRINK GROUT 8' o.c.
� _tt- �
4" THK. POURED-IN-PLACE I I I I
TYP O EA. VERTICAL
CONCRETE RAMP OVER 95% Li
REMOVE EXISTING FENCING & COMPACTED SUBGRADE CONSTRUCT MASONRY RETAINING DETAIL L
CABLE AS NECESSARY AND 78"X4mX16" CMU TO MATCH PER CITY STD WALL TYPE B PER CITY OF
INSTALL 4'-0"W X 7'-0"H EXISTING BLK ® DUGOUT RANCHO CUCAMONGA STD PLAN 604 N.T.S.
C.L GATE MATCH EXISTING
BLOCK TO MATCH EXISTING DUGOUT
ELEVATION NOTE: VERTICAL BARS REQUIRED AT CROSS SECTION H - H
4 o.c. WHERE DROP BETWEEN
RAMPS IS GREATER THAN 12 , N.T.S.
RAMP N0 , 4
DESCRIPTION OF REVISION CITY
DATE APPROVED
CITY OF RANCHO CUCAMONGA
AREA 4
ADULT SPORTS PARK
AND PARKING LOT IMPROVEMENTS
Q�ZFE�Nq� APPROVED BY / DATE
CITY ENGINEER R.C.E. N0. 24953
W ROBERT R. OTTEDESIGN RECOMMENDED
4a�2o 7D WJRB Associated Engineers
No. X311 E.SHELBY ST.•ONTARIO,CALIFORNIA 91764
Exp. 06-30-05 DRAWN TEL:(909)980-1982•(909)941-0891 SHEET
J^ E-WAIL)t 06ASSOC-ENG.COM
CIVIL ��` WJRB 4 OF 4
OF C
CHECKED 44120 DWG. NO.
RRO R.C.E. N0. mej
FILE N0. FILE N0. ✓�
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2002 FILE: J:\98121\12-2001\981211P03.DWG DATE: 07-16-02