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DRIVE
ACCESS TO
REMAIN
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GRAVEL DR IVING
SURFACE
EXISTING
Bldg to be
removed after ~---;;C~e::.r · · ate of
Occupancy
• • • •
concrete
to remain
GRAVEL DRIVING
SURFACE TO REMAIN
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3927 County Road 154
G lenwood Springs. CO
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Site Demo + Prep Plan
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LEGEND
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EXISTING ASPHALT PAVING
PROPOSED BU ILDING
EXISTING BUILDING
GRAVEL (TO REMAIN)
CONCRETIE (TO REMAIN)
PROPOSED GRAVEL
PROPOSED ASPHALT
EXISTING 5' MAJOR CONTOUR
EXISTING 1' MINOR CONTOUR
EXISTING 1' CONTOURS (BY LOT 1)
PROPOSED 5' MAJOR CONTOUR
PROPOSED 1' MINOR CONTOUR
PROPOSED SEDIMENT CONTROL FENCE
PROPOSED STORM SEWER-FLOOR DRAINS
PROPOSED DRYWELL
PROPOSED VEHICLE TRACKING CONTROL
SPOT ELEVATION, 00.00 ~ 5900.00'
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PROJECT NO.
2151007.00
GR
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L OT 2 EASTBANK MINOR SUBDIVISION
SCA LE 1"=200'
---------------
OVERALL BOUNDARY MAP
LOCATION OF POTENTIAL
SAND BED OWTS SYSTEt.! IF THE
PROPOSED BU ILD INGS ARE NOT
INCLUDED IN THE ROARING FORK
METRO DISTRICT SANITARY SEWER
SYSTEM (SANO TREATMENT
REQUIRED BASED ON SOIL
GRADATION TESTING OF THE
PROPERTY)
---x----x---x----x . -----X·----
ORYWELL
---------------------------
FU1URE 27 LF
B• D.IP .
t.tPORARY PHONE LINE
BETWEEN THE EXISTIN~
MORTH BU ILDING
CURRENTLY SERVED
FROM THE TELEHONE
PEDESTAL TO THE AT
.__,COUJHY ROAD 154
LOT 2
FU1URE FlRE HYDRANT
AND 6" GUARD VAL VE
(IF REQUIRED BY
THE GLENWOOD SPRINGS
FlRE DEPARTMENT
IN FU1URE BU ILD ING
PERM IT REVIEWS)
FU1URE
8"x B"x6" TEE
(CAP 8" LJNE)
22.5·
HORIZONTAL
BEND
S1UB AND CAP
8"0 WATER LJ NE
4 8"0 SANITARY
SEWER MANHOLE
RIM-5948.52'
INV. OUT-5943.02'
PUMPED SEWER LINE
FROM SEPTIC TANK TO
OWTS FIELD (FU1URE
IF NECESSARY)
INSTALL TEMPORARY 1,500 GALLON
TWO CHAMBER NORWESCO BRUISER
SEPTIC TANK TO BE PUMPED BY
TRUCKS UNTIL THE CONNECTION TO
1.25" WATER
SERVICE TAP AND
CORPORATION STOP
8" GATE VALVE
THE FU1URE SANITARY SEWER MAIN TO -----,
THE SOUTHEAST IS COMPLETED
RIM ELEV.=5943.05'
INV. IN-5940.00'
BOTIOM-5935.42' -------------------
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--
--
4" CLEANOU T
1.5"0 PURE-CORE WATER
SERVICE AND CURB STOP
(ALSO TO B E UTILIZED AS
A TEMPORARY WATER
SERVICE TO THE EQUIN~
HOSPITAL UNTIL THE
WATER SYSTEM IS
CONNECTED TO TH6
METRO DISTRICT
4" SOR 35 PVC
SANITARY
SEWER SERVICE
NOTE:
1) THIS PROJECT IS ON A DI FFE RENT VERTICAL DA1Ut.t
TO THAT OF THE SCHOOL ACCESS ROAD PLANS
PREPARED BY SOPR IS ENGINEER ING. THIS PROJECT IN
ON NAVO 1929 ANO THE SCHOOL JOB IS ON NAVIJ 1988
WHICH IS 4.34' HIGHER.
2) THE UTILITIES SHOl'YN ON LOT 2 TO THE SOUTH OF
THE PRO..ECT ALONG THE SCHOOL ACCESS ROAD ARE
NOT PART OF THE SCOPE OF THIS PROJECT AND ~LL
BE COMPLETED BY THE CONTRACTOR FOR THE SCHOOL
DISTRICT.
~A~~8o"
~-'!'VC CONDUIT FOR
FU1URE IRRIGATION
LJ NE
UTILJTY' SHED FOR'... '-.
TEt.tPORARY RELOCATED
WATER SYSTEM (INSTALLED
BY THE
CONTRACTOR FOR THE
CHOOL DISTRICT)
.J.®W• II ~
f<
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PROPOSED WELL
INSTALLED BY THE
CONTRACTOR FOR THE
SCHOOL DISTRICT)
" CLEANOUT
-..,..,._..:.....__.--,!---1.5" SERVICE TAP AND
CORPORATION STOP
~ ,' :!t~· '
E I TING ATER
ERVICE
CONNECTION (TO
BE ABANDONED)
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I I I I I I I I I
LEGEND
EXISTING ASPHALT PAVING
EXISTING BU ILDING
PROPOSED BUILDING
PROPOSED GRAVEL
CONCRETE (TO REMAIN)
EXISTING GRAVEL (TO REMAIN)
PROPOSED ASPHALT
---EASEt.tE N T
-----o"w -----o•w PROPOSED 6" CLASS 52 DUCTILE IRON PIPE
--o"w----o"w----~--PROPOSED 8" CLASS 52 DUCTILE IRON PIPE
-----12"w----12"w FU1URE 12" CLASS 52 DUCTILE IRON PIPE
---w ----w ---
-------------·---
--FM ---FM ---FM
---·----·----·---
---·---~·----·---
---OC----OE----OE---
---ETC----ETC:----ETC---
---T----T----T---
PROPOSED PURE -CORE WATER SERVICE
PROPOSED 8"0 SDR 35 PVC SEWER t.tAIN
FU1URE FORCE MAIN SANITARY SEWER
PROPOSED 4"0 PVC SEWER SERVICE
PROPOSED GAS SERVICE (SIZING ANQ
t.tA TERI AL PER BLACK Hills ENERGY)
PROPOSED ELECTRIC SERVICE
EXISTING OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC/TELE/CABLE
PROPOSED TELEPHONE SERVICE
48"0 SANITARY SEWER t.tANHOLE
WATER SERVICE CURB STOP
WATER GATE VALVE
PROPOSED STORM SEWER PIPE
PROPOSED DRYWELL
PROPOSED WATER SUPPLY WELL
EXISTING MONITORING WELL
GRAPHIC SCALE
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PROJECT NO .
2151007.00
MU