2_NAMA_151073_AMENDMENT_8_C1.4_SITE__UTIL_II.pdf
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2 NAMA 151073_AMENDMENT 8_C1.4 SITE UTIL II
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809 HV83003
ST
ST
S T
SMH
ST ?
INV= 37.09
UE ?
UE ?
UE
BURIED
.6
.1 3
1.5
.8
.3
.2
.6
.4
.8
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.6
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.8
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1.8
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7.
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1.6
.9
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.8
.7
7.
7.
SH
SH
TOP=33.23
TOP=33.79
SAN6
"C
IP
S A
N "C
IP
TOP=36.76
INV=25.08
INV=25.01
807 HV10001
TOP=30.95
TOP=32.19
TOP=33.49
TOP=38.45TOP=38.47
TOP=37.59
TOP=38.58
TOP=34.35
TOP=36.36
TOP=36.61
TOP=36.44
TOP=36.38
TOP=37.70
TOP=38.45
TOP=38.37
C O N C R E T E
W A
LK
DARK
GRAY
GRANITE
CHAIN FENCE
METAL POST &
U N
K
UNK??
TOP=37.51
38.59
38.61
38.65 38.62
38.65
38.62
38.60
38.63
38.51
38.39
37.86
37.16
36.47
36.06
35.39
35.36
36.37
35.99
35.28
34.49
33.75
32.96
32.11
31.37
38.57
38.34
37.94
37.27
36.57
36.98
37.36
37.90
38.41
38.59
38.54
38.52
38.22
37.66
37.15
36.37
36.10
35.20
34.21
33.33
32.38
31.48
39.38
.5
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.7
.7
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1.5
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SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH SH
SH
WV
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GRANITE BENCH
GRASS
GRASS
W?
UE
SMH
SH
TOP=35.35
TOP=36.30
CHAIN FENCE
METAL POST &
3.0’H
CHAIN FENCE
METAL POST &
3.0’H
.0 ’H
M
T
A L
P
O S
C H
A
IN
F E
N C E
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T
A L P
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L E
C T
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EXIS
TIN
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EX. S
TORM
SEWER
E
X. UG E
LE
CTRIC
W
E= 789954.20
N= 384695.44
E= 789927.01
N= 384801.99
E= 789920.1794
N= 384729.8132
E= 789930.1794
N= 384712.4928
E= 789910.1795
N= 384712.4928
E= 789890.1796
N= 384712.4928
E= 789850.1797
N= 384712.4928
E= 789870.1796
N= 384712.4928
E= 789900.1795
N= 384729.8132
E= 789880.1796
N= 384729.8133
E= 789860.1797
N= 384729.8132
E= 789880.1796
N= 384749.8132
E= 789900.1795
N= 384749.8132
E= 789920.1794
N= 384749.8132
E= 789928.71
N= 384771.66
E= 789952.6144
N= 384749.8132
E= 789972.6143
N= 384749.8132
E= 789962.47
N= 384695.92
E= 789959.36
N= 384729.64
E= 789992.61
N= 384749.81
E= 789979.36
N= 384729.81
E= 789965.14
N= 384712.49
D4
L F
S T
O R
D
A
IN
P R
O
D
A
IN
CO
S
P R
P V
N
IT
A R
Y
P R
P V
N
IT
A R
Y
TY
P
TYP.
.0
20.00’
MATCHLINE - SEE SHEET C1.3
SCALE OF FEET
2010010 C1.4
UTILITY PLAN
SITE DIMENSION AND
PLAN LEGEND
X
EX. SEWER
EX. ELECTRIC
EX. GAS
EX. WATERGUY WIRE
PARKING METER
WATER METER
TELEPHONE MH
WATER VALVE
FIRE HYDRANT
CLEANOUT
STAND PIPE
SIGN
SEWER CLEANOUT
PEPCO POLE
LIGHT POLE
BACK OF CURB
BUILDING
FLOW LINE
SIDEWALK
EX. CONTOUR (2’)
EX. CONTOUR (10’)
EX. CURB & GUTTER
OC
S
W V
OC
T M
DI
SH SPRINKLER HEAD
DROP INLET
PROP. ELEC.
PROP. TELECOM
SANITARY MANHOLESMH
PR. CHILLER LINE
EX. STORM SEWER ST ST
UE UE
G G
W W
SAN SAN
PR. GEOTHERMAL
EX. ELECTRIC UT UT
SURVEY LEGEND
NAVD 1988 (MEAN SEA LEVEL)
VERTICAL DATUM:
NAD 1927 (MD STATE PLANE COORDINATE SYSTEM)
HORIZONTAL DATUM:
ARE NOT TO BE TAKEN AS EXACT.
COORDINATE INFORMATION PROVIDED AT POINTS OF CONNECTION TO EXISTING UTILITIES ARE APPROXIMATE AND
OFFICER IN WRITING AND AWAIT DIRECTION BEFORE PROCEEDING WITH ANY WORK.
DISCOVERED THAT PREVENT EXECUTION OF THE WORK AS INDICATED, IMMEDIATELY NOTIFY THE CONTRACTING PRECAUTIONS TO AVOID DAMAGE TO UTILITIES/STRUCTURES BELOW GRADE. SHOULD CONDITIONS BE CONSTRUCTION MATERIALS FOR REVIEW OR PERFORMANCE OF ANY WORK. CONTRACTOR SHALL TAKE IN DETAIL OR DIMENSION. CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMISSION OF AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY NOT INDICATE EXISTING CONDITIONS INFORMATION SHOWN ON THIS DRAWING PERTAINING TO EXISTING CONDITIONS HAS BEEN OBTAINED FROM
NOTE
Subtitle VII, Chapter 27, Underground Protection.
compliance with requirements of the District of Columbia Code, Division V, Title 34, companies prior to commencing excavation. The excavator is responsible for in the area of proposed excavation and have those facilities located by the utility The excavator must notify all public utility companies with underground facilities
48 hours prior to the start of work Call DC One Call "DOC" at 1-800-257-7777
X
PROFILES AND DETAILS.
STORM DRAIN STRUCTURES. SEE C1.6 THROUGH C1.9 FOR
PROFILES AND DETAILS.
SANITARY SEWER STRUCTURES. SEE C1.6 THROUGH C1.9 FOR
SEE SHEET C1.10 FOR FENCE DETAILS.
ONCE SIDEWALK HAS BEEN REPAIRED.
REPLACE METAL POLE AND CHAIN FENCE TO EXISTING CONDITIONS
SEE FIGURE 3, SHEET C1.5 FOR DETAIL.
JOINT SPACING TO MATCH SIDEWALK WIDTH.
REPLACE IN KIND WITH EXPOSED AGGREGATE CONCRETE.
LIMITS OF SIDEWALK REMOVAL. SAW CUT AT NEAREST JOINT.
GRANITE PAVER JOINTS.
SAWCUT OF EXISTING CONCRETE BASE SHALL BE OFFSET OF
PAVERS ARE NOT TO BE DISTURBED DURING CONSTRUCTION.
PAVER SECTION. EXISTING GRANITE BENCHES AND ASSOCIATED
OF PROPOSED UTILITIES. SEE DETAIL 1 SHEET C1.5 FOR GRANITE
CONTRACTOR TO ONLY SAWCUT CONCRETE BASE FOR INSTALLATION
FOR CONSTRUCTIBILITY, ADDITIONAL PAVERS SHALL BE REMOVED.
REPLACEMENT. NO PAVERS SHOULD BE SAWCUT. IF NECESSARY
AREA OF EXISTING GRANITE PLAZA PAVER REMOVAL AND
C1.7 FOR DETAILS.
INSTALL PROPOSED CLEANOUT STRUCTURE. SEE SHEET
TO SUBMISSION OF CONSTRUCTION MATERIALS FOR REVIEW.
LOCATE EXISTING UTILITY HORIZONTALLY AND VERTICALLY PRIOR
C1.6 THROUGH C1.9 FOR PROFILES, SECTIONS AND DETAILS.
TO BE VERIFIED IN ADVANCE OF CONSTRUCTION. SEE SHEETS
SEWER LINE. LOCATION OF EXISTING STORM DRAIN SYSTEM
NEW INSIDE DROP (DC STD S-25.04) OVER EXISTING STORM
INSTALL NEW STORM SEWER MANHOLE (DC STD S-20.11) WITH
THROUGH C1.9 FOR PROFILES, SECTIONS AND DETAILS.
VERIFIED IN ADVANCE OF CONSTRUCTION. SEE SHEETS C1.6
LINE. LOCATION OF EXISTING SANITARY SYSTEM TO BE
INSIDE DROP (DC STD S-25.04) OVER EXISTING 6" C.I.P SANITARY
INSTALL NEW SANITARY MANHOLE (DC STD S-20.11) WITH NEW
INFRASTRUCTURE PRIOR TO REMOVAL. SEE DETAILS 3 & 4, SHEET C1.9.
OFFICER OF NONWORKING/DAMAGED IRRIGATION
CONDITION. CONTRACTOR SHALL NOTIFY CONTRACTING
CONTRACTOR SHALL REINSTALL SYSTEM TO PRECONSTRUCTION
ACCOMMODATE INSTALLATION OF GEOTHERMAL SYSTEM.
SPRINKLER HEADS TO BE REMOVED AS NECESSARY TO
GEOTHERMAL SYSTEM. EXISTING IRRIGATION PIPING AND
ADJUST IRRIGATION LINES TO ACCOMMODATE PROPOSED
SYSTEM TO BE DETERMINED PRIOR TO CONSTRUCTION.
FOR DETAILS. LOCATION AND INVERTS OF IRRIGATION
PROPOSED GEOTHERMAL LOOP, SEE MECHANICAL PLANS
SHT. M5.3 FOR DETAILS.
NEW GEOTHERMAL SYSTEM. SEE MECHANICAL PLANS
GROUND HEAT EXCHANGER RETURN LINE FOR
SHT. M5.3 FOR DETAILS.
NEW GEOTHERMAL SYSTEM. SEE MECHANICAL PLANS
PROPOSED GROUND HEAT EXCHANGER SUPPLY LINE FOR
07/12/2017 OF
DRAWING NO.
PMIS/PKG NO.
SHEET
DESIGNED:
TECH REVIEW:
DATE:
TITLE OF SHEETSUB SHEET NO.
WASHINGTON MONUMENT
:1
:1 c w e a v e r
Q
E n g in e e r
D r a w in g s
C
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IT
U
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II
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101713A
NATIONAL MALL AND MEMORIAL PARKS 128
CWW/DN
CWW/DN
JG
151073
NAMA
ldixon Cloud
2017-07-12T11:12:04-0400
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