HomeMy WebLinkAboutZ-3689-I Map 2SIDEWALK /� x ) ... D a34.o' CONTROL
DETAIL B/D2 33 9
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•.. •i. •. { 3.7'
4.1'
UP SEE PLUMBING DRAWING FOR
PER F p' 98.5/ CONNECTION DETAIL & RPZ SETUP
FOR POTABLE WATER LINE 10.01 B• 143
INGRESS/EGRESS
HANDRAIL EASEMENT SEE MECHANICAL DRAWING FOR
DETAIL 3/D4 CONNECTION DETAIL & RPZ SETUP
FOR FIRE LINE /
R6.0,
..� O e.0 ❑ LORF .. ! / 12.8'
�-.�_ • s•'. -. F755 • •/ / � /18.6' A•,.'•13.6' ` \V/�Q/ `�`
15'' l lug l ` EXISTING PARKING
2 ss LF of s^ PVC sa640
..226'\17,
�• s SEWER SERVICE LINE, 3S. r�,a:•�•• .. a.. ,; >K1N. 396SLOPE
/ / / // / 232 Sa ``•
EXISTING PARKING I '. .. '24.1'. \ l :?1 1::S?1 V' }::`®:R3;o'fQ/jj/oRzs.oL/.'l //Z.i 1 /:*� (!i 1 \ \�// 11 /�� I I I11
UTILITY NOTES:
1. ALL MATERIALS AND CONSTRUCTION METHODS FOR WATER ro _ J / 46 -
AND SANITARY SEWER WORK SHALL COMPLY WITH CITY OF / \�
LITTLE ROCK UTILITY STANDARD SPECIFICATIONS, LATEST EDITION.
2. WATER PIPE MATERIAL AND SIZE INDICATED ON THE PLAN. WATER MAINS
SHALL HAVE A MIN. COVER OF 36' W/ A MIN. 1 I HORIZONTAL /O 10 UTI l
VERTICALSEPARATION & MIN. 1 B" SANITARY
SEWER N ACCORDANCE W/ ACKSONVILLE STANDARDS. 1 \ (l � gSiyFNT \ \\ a EXISTING
WITH NEW PAVEMENT
3. WATER SYSTEM IN ACCORDANCE W/ ARKANSAS HEALTH DEPARTMENTm
STANDARD SPECIFICATIONS. BUILDING LI AR ING
4. SANITARY SEWER PIPING SHALL BE 6" SCHEDULE 40 PVC. Y \ NF
SANITARY SEWER SYSTEM IN ACCORDANCE W/ ARKANSAS HEALTH MANHOLE \�
DEPARTMENT STANDARD SPECIFICATIONS. NEW SERVICE LINE
5. CONTRACTOR TO MARK LOCATIONS OF WATER & NWNECTION TO
SEWER SERVICE AT CURB. oDsnNG MANHOLE — \-----------
B 4
6. THRUST BLOCKING TO BE USED AT ALL "TEES", BENDS, FIRE HYDRANTS, DETAIL 5a/DI 17,5' �,- 3.a
WATER LINE EASEME _�� 5.0'
VALVES, CONNECTIONS, ETC... _ — ib' SAN. SEWER EASE _ — — _ NT \' – 6,0
7. ALL WATER SERVICE PIPES CROSSINGS MUST BE IN ENCASEMENT PIPE, _ MENT — NEW ASPHALT, CURBS GUTTER
AnocuRBarr
(HEAVY WALL PVC).
8. AT CROSSINGS WITH WATER LINES WHERE SEWER UNE IS ABOVE THE
WATER LINE, DUCTILE IRON PIPE SHALL BE INSTALLED
10' ON EITHER SIDE OF CROSSING
\ 63.00' \
STAMP
OT Atrp Qom..
a ETC
a �7 ENGINEERS O
INC. x
No. 385�a£
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?111,1 RE TEBE
l PIdO SS10
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No. 12940
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LEGEND
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NATCH TO E%I6TING
LIGHT ASPHALTIC CONCRETE SURFACE
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GRADE AND SLOPE
CRUSHED STONE BASE (CLASS 7)
JROAD
MODERATE ASPHALTIC CONCRETE SURFACE
CRUSHED STONE BASE (CLASS 7)
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CONCRETE DRIVEWAY,
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R10.0' DETAIL 4/D3
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SIDEWALK
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RiD.D'
/ 518
1.T
NEW 6' TAP ON E3TING
/
R30 0 ."''
WATER LINE &M TS®V
-- 6" SS 6' SS
SANITARY SEWER SERVICE LINE
DATE
REVISION
/''
..........20.5'14
LF d 6" DUCi1lE IRON PIPE
FIRE HYDRANTS
185,
6z6 "1 DUCTILE 6MN TEE
•�'t�? t( /
/
::. . R4.0'
1%
85 LF of SDR37 CUSS 250
C..
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:.;—a9 n ': NEW PARKING
'ri'. ....... /7,
�1' POTABLE WATBIUNE
SIDEWALK /� x ) ... D a34.o' CONTROL
DETAIL B/D2 33 9
/ 90 leaA �q
'•, •• s D Rz a a6z o- I r` y�4
Y loru'u^
�.... .•• ..• 57.59i' VD•
•.. •i. •. { 3.7'
4.1'
UP SEE PLUMBING DRAWING FOR
PER F p' 98.5/ CONNECTION DETAIL & RPZ SETUP
FOR POTABLE WATER LINE 10.01 B• 143
INGRESS/EGRESS
HANDRAIL EASEMENT SEE MECHANICAL DRAWING FOR
DETAIL 3/D4 CONNECTION DETAIL & RPZ SETUP
FOR FIRE LINE /
R6.0,
..� O e.0 ❑ LORF .. ! / 12.8'
�-.�_ • s•'. -. F755 • •/ / � /18.6' A•,.'•13.6' ` \V/�Q/ `�`
15'' l lug l ` EXISTING PARKING
2 ss LF of s^ PVC sa640
..226'\17,
�• s SEWER SERVICE LINE, 3S. r�,a:•�•• .. a.. ,; >K1N. 396SLOPE
/ / / // / 232 Sa ``•
EXISTING PARKING I '. .. '24.1'. \ l :?1 1::S?1 V' }::`®:R3;o'fQ/jj/oRzs.oL/.'l //Z.i 1 /:*� (!i 1 \ \�// 11 /�� I I I11
UTILITY NOTES:
1. ALL MATERIALS AND CONSTRUCTION METHODS FOR WATER ro _ J / 46 -
AND SANITARY SEWER WORK SHALL COMPLY WITH CITY OF / \�
LITTLE ROCK UTILITY STANDARD SPECIFICATIONS, LATEST EDITION.
2. WATER PIPE MATERIAL AND SIZE INDICATED ON THE PLAN. WATER MAINS
SHALL HAVE A MIN. COVER OF 36' W/ A MIN. 1 I HORIZONTAL /O 10 UTI l
VERTICALSEPARATION & MIN. 1 B" SANITARY
SEWER N ACCORDANCE W/ ACKSONVILLE STANDARDS. 1 \ (l � gSiyFNT \ \\ a EXISTING
WITH NEW PAVEMENT
3. WATER SYSTEM IN ACCORDANCE W/ ARKANSAS HEALTH DEPARTMENTm
STANDARD SPECIFICATIONS. BUILDING LI AR ING
4. SANITARY SEWER PIPING SHALL BE 6" SCHEDULE 40 PVC. Y \ NF
SANITARY SEWER SYSTEM IN ACCORDANCE W/ ARKANSAS HEALTH MANHOLE \�
DEPARTMENT STANDARD SPECIFICATIONS. NEW SERVICE LINE
5. CONTRACTOR TO MARK LOCATIONS OF WATER & NWNECTION TO
SEWER SERVICE AT CURB. oDsnNG MANHOLE — \-----------
B 4
6. THRUST BLOCKING TO BE USED AT ALL "TEES", BENDS, FIRE HYDRANTS, DETAIL 5a/DI 17,5' �,- 3.a
WATER LINE EASEME _�� 5.0'
VALVES, CONNECTIONS, ETC... _ — ib' SAN. SEWER EASE _ — — _ NT \' – 6,0
7. ALL WATER SERVICE PIPES CROSSINGS MUST BE IN ENCASEMENT PIPE, _ MENT — NEW ASPHALT, CURBS GUTTER
AnocuRBarr
(HEAVY WALL PVC).
8. AT CROSSINGS WITH WATER LINES WHERE SEWER UNE IS ABOVE THE
WATER LINE, DUCTILE IRON PIPE SHALL BE INSTALLED
10' ON EITHER SIDE OF CROSSING
\ 63.00' \
STAMP
OT Atrp Qom..
a ETC
a �7 ENGINEERS O
INC. x
No. 385�a£
yam""////////I/111111111111111111\\r\"`\`�
lu.p.rrw.m;� o
e !f' AR&1,A111SAS
?111,1 RE TEBE
l PIdO SS10
w���
No. 12940
z
z
�O
wQ
0 ID
¢z
QZ)
O
Q LL
U�
I
LEGEND
G�
LIGHT ASPHALTIC CONCRETE SURFACE
O
CRUSHED STONE BASE (CLASS 7)
MODERATE ASPHALTIC CONCRETE SURFACE
CRUSHED STONE BASE (CLASS 7)
Q
Y
U
SIDEWALK
LU
EC
J
O
SANITARY SEWER MANHOLE
-- 6" SS 6' SS
SANITARY SEWER SERVICE LINE
DATE
REVISION
—W—W—V—
WATER SERVICE LINE
FIRE HYDRANTS
CURB AND GUTTER
C..
NEW LIGHT POLES
SURVEY BY:
DESIGN BY: SA
DRAWN BY: CB/DH
CHECKED BY: SA
DATE
30 0 30
January, 2011
SCALE: 1" = 30'-0"
JOB NO: 117201 LISA
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FILENAME: 117201 LISA
SHEET
CL