HomeMy WebLinkAbout2.0 Site PlanN:\PROJECTS\2018\18021-170 Mel Rey Road\dwg\18021-C-Topo.dwg 11/14/2018 1:49 PM
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923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
SITE
PLASTIC
CO
BENCH MARK FOUND REBAR & 14' YELLOW SINGLE FAMILY
CAP LS38215 ELEVATION: 5730.37
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13. THE CONTRACTOR SHALL TAKE APPROPRIATE
1. SURVEY INFORMATION PROVIDED BY TRUE NORTH COLORADO PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL
LLC. POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE
FUELING, STORAGE OF FERTILIZERS OR CHEMICALS,ETC. THE
2. SITE HAND AND GUARD RAILING BY OTHERS. CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR
HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL
3. SEE ARCHITECTURAL, LANDSCAPING AND AND STRUCTURAL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY
ENGINEERING PLANS FOR ADDITIONAL BUILDING AND ACTIVITIES AT THE PROJECT SITE.
LANDSCAPE INFORMATION.
14. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR
4. SEE ADDITIONAL NOTES ON REMAINING PLAN SHEETS. CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR
DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICALTo
5. ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE
THE CURRENT CONSTRUCTION AND DESIGN STANDARDS PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE
ESTABLISHED BY THE COUNTY AND BE SUBJECT TO WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS•
OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. OWN RISK.
6. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO 15. DISPOSAL OF TRASH ASPHALT, CONCRETE AND
EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY
PRIOR TO ANY EXCAVATION CONTRACTOR SHALL CONTA ALL AND SHALL BE CONSIDERED PART OF THE WORK.
CT
APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS.
CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY 16. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE
POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR
THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A REVIEWING AND COMPLYING WITH THE MANUFACTURERS
OF AN EXISTING UTILITY. THE CONTRACTOR SHALL RECOMMENDATIONS AND SPECIFICATIONS FOR THE
PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO
CONSTRUCTION. THE CONTRACTOR, AT NO EXPENSE TO THE PROPER SEALING OF MATING SURFACES. THE CONTRACTOR
OWNER OR PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY
DISCREPANCIESARE FOND BETWEEN THE DELIVERED
UTILITIES. U
U S
PRODUCTS AND THOSE SHOWN ON THIS PLAN.
7. ALL EXCAVATIONS FOR UTILITY LINES,RETAINING WALLS,
ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND 17. FOUNDATION DESIGNS TO BE OBTAINED FROM THE PROJECT
STRUCTURAL ENGINEER.
REQUIREMENTS OF THTRENCHES, ALONG ITH E OCCURK IN GENERAL, SHALL MEET PATIONAL IIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA), COLORADO INDUSTRIAL 18. THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER
COMMISSION, OR THE COLORADO DIVISION OF MINES, WHICH THE RECOMMENDATION OF THE STRUCTURAL AND
EVER APPLIES. SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. GEOTECHNICAL ENGINEERS.
NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR
ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE 19. ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1%
PARTY WITH ANY REGULATIONS RELATING HERETO. MINIMUM SLOPE TO THE OUTFALL POINTS. HEAT TAPE SHALL
BE INSTALLED IN ALL EXTERIOR ROOF GUTTERS, DRAIN PIPES,
8. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS AREA DRAINS, TRENCH DRAINS AND GRATED STRUCTURES.
SUBMITTED TO THE OWNER AND THE PROJECT ENGINEER PRIOR
TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED 20. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS
COUNTY REGULATIONS. THE MINIMUM COMPACTION AREA TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE
STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS BUILDING IS MAINTAINED.
OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER.
21. ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT
9. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION CONNECTIONS.
ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY
AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER. 22. SEE ELEVATION VIEWS PROVIDED BY KURTZ & ASSOCIATES.
THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA
WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER 23. OWNER TO WATER AND MAINTAIN LAWNS.
INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE
CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE LEGAL DESCRIPTION:
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Client Information:
EDNA MONTANEZ
170 MEL RAY ROAD
x PROPERTYx S88° 33' 30"E 141.41'
970.274.3059
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Call before you dig.
GLENWOOD SPRINGS, COLORADO
170 Mel Ray Road
Site Grading, Drainage, Erosion Control & Landscape Plan
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EASEMENT
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PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE LOT 2, BLOCK 2 MEL RAY SUBDIVISION. SECTION 6, TOWNSHIP 6
RESPONSIBILITY OF THE CONTRACTOR. SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD,
STATE OF COLORADO
10. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL
STRUCTURES IN ALL DIRECTIONS. ACCORDING TO MEL -RAY SUBDIVISION RECORDED OCTOBER 29, 1949
AS RECEPTION NO. 170138 AND AN IMPROVEMENT SURVEY PLAT
11. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED JUNE 10,
OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE 2016.
TO THELT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED
TO OWNER AND THE ENGINEER UPON COMPLETION OF THE
WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE
AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL
FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE
LINES.
12. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE
COUNTY OR THE PROJECT ENGINEER OF CONSTRUCTION WORK
IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR
WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE
COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES.
WS -WS WS- WS- EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
-SL SL SL SL SL- EXISTING/PROPOSED SEWER SERVICE/CLEANOUT
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\ #300
572812'
AREA 120 SF
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SNOW STORAGEA
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> GENERAL DIRECTION OF FLOW
DS PROPOSED DOWNSPOUT/RAIN CHAIN & SPLASH PAN
1� GRADE AROUND THE PERIMETER OF BUILDING AS
NECESSARY AT 2.5°k FOR 10 FEET MINIMUM IN PAVED
AREAS AND 5% FOR 10 FEET MINIMUM OR 10% FOR
5 -FEET MINIMUM IN UNPAVED AREA TO ENSURE
PROPER DRAINAGE AWAY FROM THE FOUNDATION.
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REPLACE ASPHALT &5728.05'
5727.30'IM
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141.41' -= x W
=
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ROAD BASE
#319
5727.28' #101
I
EX LILAC (7'0)
TO BE REMOVED
EX ELM TREE (5"0)
TO BE REMOVED
FOUND REBAR & 14' YELLOW
PLASTIC CAP LS38215
EX BUILDING
INSTALL TEMP
EX FENCE TO REMAIN ALONG LOWER
(4) EX LOCUST TREES
(12"0) TO BE REMOVED
MULTI -FAMILY MOBILE HOME
PROPERTY LINE
EROSION CONTROL FENCE
LIMITS OF DISTURBANCE EX SPRUCE TREE (8"0) INSTALL EROSION PROTECTION
TO BE REMOVED ON THE TWO STORMWATER
DRYWELLS, TYP.
PARK
ANCHORED
FIRMLY
FENCE FABRIC
IN TRENCH AND
ATTACHED SILT
TO POST
LAND USE SUMMARY:
101.
AX 1
* : *
'I * - *
POST
7
241' (2" X 2" NOMINAL)
ASPHALT
PAVEMENT
3'
ZONE DISTRICT: COMMERCIAL LIMITED
PARCEL AREA: 14,140 fie±
2
EXISTING BUILDING: 2,070 ft2+
2+
EXISTING DRIVEWAY &PARKING: 1,485 ft _
EXISTING SHEDS: f 2±
S G S S 350 t
ADDED BUILDING: 1,000112±
2
ADDED DRIVEWAY & PARKING: 3,700 ft
SNOW STORAGE REO'D: 93 ft2±
SNOW STORAGE PROVIDED: 500 f12±
" 1 1'4 "
1.5'
SILT FABRIC STAPLED
TO POSTS ` 1 1 11 ::
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MIN.
�
24"
6"x6"TRENCH
MATCH
EX
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MATCH EX
MATCH
MATCH
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MIN.
FLOW
COMPACTED CLASS 6
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AGGREGATE BASE
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SILT
ANCHORED
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FIRMLY
- II, l
' 111-1111-_
=
FENCE FABRIC
IN 6"x6"
AND ATTACHED
TO POST
Temporary
-III-'
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Sediment Control Fence
�I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 (3) #4 REBAR DOWELED=111=111=111=111=1
I-III-III-III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 INTO Ex. CONC.@ 12' o.c. =1 =1 =1 =1 1=
= =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III IIIIIII 1I 1 11
11-III=111=111-I 11-I 11=1 =1 =1 =1 1 1 1 1 =111-I 11-I 11=111=1 I=1 =1 =1 I� III-IIIIII-IIIIII=1 I I=1 I I=1 I I=11 I=
_11 III III -III -III -11 -I 1 I-III-IIIH 1HII III 1 I 1-1 I HI -1 I I -I 1 I -I 1 III III l III L
Valley Pan
100
PC LS38215
5730.37'
46390.06
8558.69
316
FL -FG
5727.77'
46298.12
8687.10
101
PC LS38215
5727.32'
46290.08
8555.36
317
FL -FG
5728.22
46320.44
8687.83
300
EX -FG @ PVMT
5728.12'
46317.46
8553.74
318
FL -FG
5729.01'
46352.09
8688.86
301
PVMT-FG
5727.56'
46312.14
8563.60
319
EX -FG @ PVMT
5727.28'
46290.47
8553.00
302
GRAVEL -FG
5728.18'
46311.05
8597.07
320
PVMT-FG
5727.30'
46292.15
8563.05
Scale: N.T.S.
Scale: N.T.S.
0
303
GRAVEL -FG
5728.56'
46310.37
8618.07
321
GRAVEL -FG
5728.05'
46291.06
8596.48
304
GRAVEL -FG
5728.56'
46309.33
8649.95
322
GRAVEL -FG
5728.51'
46290.38
8617.42
NOTES: Sheer Step Detail
NOTES:
1. PRECAST MANHOLE SECTIONS SHALL MEET ASTM C-478 AND BE
H-20 LOAD RATED.
2. THE EDGE OF THE DRYWELL (AT FILTER FABRIC) SHALL BE
305
GRAVEL -FG
5728.81'
46317.53
8650.21
323
GRAVEL -FG
5727.80'
46288.61
8671.78
306
GRAVEL -FG
5728.89'
46321.65
8650.35
324
GRAVEL -FG
5727.91'
46287.82
8696.27
e.
T
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12
�.
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4
/ 4
FILTER FABRIC
n
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•� „
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%. *:req. Kr
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0
INSTALLED AT LEAST 20 -FEET AWAY FROM ANY FOUNDATION
WALL.
3. BACKFILL EXCAVATION AROUND THE STRUCTURE WITH
COMPACTED 3/4" CRUSHED WASHED SCREENED STONE TO 18"
BELOW FINISH GRADE. COMPACT BACKFILL To 95% STANDARD
PROCTOR.
4. PERFORATED SECTION TO BE INSTALLED 4 FT. MINIMUM INTO
PERVIOUS ALLUVIUM. ENGINEER TO BE CONTACTED IMMEDIATELY
IF GROUNDWATER OR BEDROCK IS ENCOUNTERED.
WQCV DRYWELL: 5. INLET AND OUTLET PIPES SHOULD ENTER DRYWELL AWAY FROM
EXTEND THE HEAT THE DRYWELL STEPS.
TAPE THROUGH THE
OVERFLOW PIPE
24"0 DUCTILE IRON FRAME AND SOLID LID (H-20),
SHIM TO MATCH THE SURFACE GRADE
RIM: PER PLAN @ CENTER OF MANHOLE.
SHIM THE FRAME TO MATCH THE SLOPE IF LOCATED
IN THE DRIVEWAY OR A HARDSCAPE AREA.
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z
5" ASPHALT
ASPHALT TO
IN 3" LIFTS,
1. ASPHALT SHALL BE HMA SX75 PG 64-22. THE MIX DESIGN FOR THE ASPHALT MUST BE
SUBMITTED TO THE ENGINEER AND GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT FOR Case A - Existing edge line or lane
APPROVAL AT LEAST 30 DAYS BEFORE THE ANTICIPATED INSTALLATION DATE. line that will remain.
BE PLACED Center of existing
2. WHERE THE EXISTING PAVEMENT IS A SEAL COAT OR ROAD MIX ASPHALTIC SURFACE, A PREMIXED
MAXIMUM COLD APPLIED ASPHALTIC CONCRETE MAYBE USED. 1
14 6" ->
line to remain: Mill to 6" offset
edge or lane line (to remain)
Sawcut
F 12" min.
short of the center of the edge or lane
307
GRAVEL -FG
5728.59'
46320.93
8672.83
325
GRAVEL -FG
5728.07'
46301.81
8696.73
308
GRAVEL -FG
5728.54'
46324.31
8676.45
326
GRAVEL -FG
5728.12'
46304.91
8693.82-`
309
GRAVEL -FG
5728.89'
46338.39
8676.90
327
GRAVEL -FG
5728.35'
46320.23
8694.32
310
GRAVEL FG
5729.24'
46352.47
8677.36
328
GRAVEL FG
5729.14'
46351.88
8695.35
�■���
3. WHERE THE EXISTING PAVEMENT IS A MACHINE PLACED HOT MIXED ASPHALTIC PAVEMENT, A
PREMIXED HOT APPLIED ASPHALTIC CONCRETE WILL BE USED. Existing Asphalt
Sheer Step (milling)
Full depth Asphalt
10" CLASS 6 ABC
311
EX -FG @ PVMT
5727.68
46302.35
8553.33
329
EX -FG
5728.00
46313.08
8587.84
::.::.:;.:;.:;
COMPACTED TO 95%
STANDARD PROCTOR
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4. ALL REPLACEMENT MATERIAL SHALL BE COMPACTED TO A DENSITY OF 95% OPTIMUM DENSITY.
5. TEMPORARY REPAIR TO BE PLACED THE SAME DAY AS COMPLETION OF BACKFILL. CONTRACTOR
WILL MAINTAIN THE TEMPORARY REPAIR UNTIL THE PERMANENT REPAIR HAS BEEN COMPLETED.
W ,
/
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Plan View - Case A
/
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j
312
FL -FG
15727.23'
46301.74
8575.75
330
EX -FG
5728.60'
46312.20
8618.13•
INFLOW
PLANOVERFLOW
PLAN VIEW z'PRECAST
,.1
�
'�
u_
313
FL FG
5727.80'
46301.06
8596.77
331
EX FG
5728.30'
46312.64
8602.98
CONE SECTION
4"0 SCH.40 PVC
OVERFLOW PIPE
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'.".7r71.�'oj•
-
4"0 SCH.40 PVC
ROOF DOWNSPOUT
-0-"
is.1a•i:•of
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,_
co
TACK COAT VERTICAL
------------- Existing 8" Stripe ---------, -}- ---------- Existin 4" Stri e -------------
/ g p
314
FL FG
5728.36'
46300.38
8617.74
COMPACTED
ASPHALT ROAD EDGE PRIOR TO PAVING
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SUBGRADE
SECTION
;;:.;:.;:;:.::.::.::.::.:::;:.;:;:.;:.>:.>:.>::.:::;::.:;:: Milling area
:r:::r:::;.;;.;;.;;.::;:::r:;:r>:>:>:>::;.,,;;:;.. .,....:......r::
� �•� ��••� �• �• � •�• � �
315
FL -FG
5727.55'
46298.61
8672.11
-)7,6:1:1.0 0
oo`E
8'0 STEEL RISER WITH �•o
L ---�
4'g
.,�P•
,, S- _ e _ 20' MIN. �
FLANGE END
BMP BIO -SKIRT B1020
SECURE ABOVE THE
FLANGE WITH STAINLESS
STEEL WIRE. REPLACE 'Milk
PRECAST CONCRETE or ��p
1/2"0 AIR RELEASE SECTION(S) .P 141. Pr
HOLE /.'....1.'?/ '
8"THICK PRECAST CONCRETE LID ./ •1&1
6000
WITH RUST RESISTANT ACCESS (i o ' : :
•Ip.� n
HATCH WITH LIFTING HANDLES. i ,oP ,.b
1 '
L_,1Op
��
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, ,
'•�N •os. 44
•boe•,.. ,00•
II 01 �� , 1- SKIMMER PIPE
''�*=•.-i Po(SEE DETAIL)
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1�y11�018
, ,•,., ,o
•� • •„�
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EXISTING ASPHALTIC
6" CLASS 6 ABC SURFACE COURSE
Case B - Edge of milling at the center of the lane.
2" MILL DEPTHSECTION
Center of lane
NEW PREMIXED 1 Sawcut
THE SKIRT t1•�IILti11'
,foo„•
`
o
11''rrSI' l' ••
COMPACTED TO 95%
• `�� • �`
ASPHALT
Existing Asphalt
g p
12" min.
Sheer Ste(milling)Full de th As halt
pp p
DRILL (4)1/2"0 PLACE MIRAFI FILTERWEAVE 500 (OR P.�,
!,o• ooe••P ry. r?
0.
.A`lip
EQUAL FILTER FABRIC AROUND, UNDER
HOLES AT ) �1 1 i 8 >1
OVER CRUSHED STONE 40:0
THE BASE PRECAST PERFORATED
11•x.11
ORATED RISER SECTION
w/ 1 0 PERCOLATION HOLES ����
FILTER
FABRIC, PIN
GRAVELINTS`���
L, 0"
• 1'
�•Po�
QOM'
yo
STANDARD PROCTOR\
�� �i 4
'..'., . • . '.WEEP
�M�-�
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.�... .•�
��-�- j
�OO��O%����/!i////i
.(4c2
\ VA
- 7 /\ /� /\ /\
2'
:: .......:::::::
TACK COAT VERTICAL
WRAP THE BASE
1
Aoo
ACCESS LID
1
WITH A ROCK 1
3/4'CRUSAROUND
-+r
4Po
COMPACTED
�±
GRAVEL ROAD
EDGE PRIOR TO PAVING
SOCKONE
ST HEPEREETER
=
�,
AND 1' BELOW THE DRYWELL kAPLAN
SUBGRADE EXISTING BASE
SECTION
SEAM/SHEER STEP
s"�
SKIMMER PIPE
,.ASPHALT
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Asphalt/Gravel Replacement
SECTION VIEW UNDISTURBED SOIL
Stormwater Dr well
Scale: N.T.S.
Scale: N.T.S.
/Bo Civil Engineering
sP Surveying
0i
& Beyond
g,
11,
e4 Inc•
923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
�P0 Lei'
OHO --.ON•wgl?��`1�1
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11/01/18 </`.
371 I;pe
SiONA\ =�
Client Information:
EDNA MONTANEZ
170 MEL RAY ROAD
GLENWOOD SPRINGS, CO 81601
970.274.3059
t&
v.
NORTH
0 10' 20'
-
-"=10'
0
, ,
8101
Know what's below.
Call before you dig.
GLENWOOD SPRINGS, COLORADO
170 Mel Ray Road
Site Grading, Drainage, Erosion Control & Landscape Plan
By
Revision
Date
z
T
N
M
V
L.6
•
(D
ti
c0
C
PROJECT NO.
Sheet
18021
FILE NAME:
18021-c topo.dwg
DJW-Herr
Cm
Drafter:
Date:
11/01/19
N:\PROJECTS\2018\18021-170 Mel Rey Road\dwg\18021-C-Topo.dwg 11/14/2018 1:49 PM
0
MEL RAY ROAD
i
N
\J
EX WATER SERVICE
TO REMAIN
x
w w
EX SEWER SERVICE TO
REMAIN IF NOT IN CONFLICT
(LOCATION UNKNOWN)
CONNECT TO SEWER
I MAIN (SEE DETAIL)
EX GAS SERVICE
TO REMAIN
PROPERTY LINE
x -
w
X5130
SETBACK
x
w
x
�w X
x
EX. ELECTRIC &
TELEPHONE TO REMAIN
UE7-. U�,��UE
170 MEL RAY ROAD
EX. 1 STORY
SINGLE FAMILY
RESIDENCE
2070 FT2
150 LF 4"0 SDR35 PVC SEWER
SERVICE (SEE DETAIL). THE
LOCATION OF THE EX. SERVICE IS
UNKNOWN. IF ENCOUNTERED,
CONNECT TO THIS SERVICE LINE
EX GAS METER
N
N
N
N
E
x
UES--��UE
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