HomeMy WebLinkAboutFile Documents.630 W Hopkins Ave.0052-2020-BRES (27) ... EXISTING CONTOUR
*N PROPOSED CONTOUR
WOODY CREEK
®.. PIPE ENGINEERING
GRAVEL DRAIN
WOODY CREEK ENGINEERING,LLC
P.O.BOX 575
WOODY CREEK,COLORADO 81656
GIGAS METER (P).970-429-8297
WOODYCREEKENGINEERI NG.COM
SNOWMELTED PERVIOUS
REMOVE EXISTING PAVERS
ELECTRIC SEE C501 E ELECTRIC METER
REROUTE SANITARY SEWER
AROUND DRYWELL ELECTRIC
TRENCHING.
SEE ELECTRIC
C500
TOPRENCH
LAYER PROPERTY LINE
TOP LA
\c -+ SHALL BE 4" O
R
c MIN DEPTH OF
+— �c "GRAVEL IN
MATCH EX 7933.29 CT,/ _r _x_ue LIEU OF u
, ,
'esas/ ! �� / \c ABANDON EXISTING SEWER SERVICE ASPHALT. CONNECT TO EXISTING UTILITIES
--,�\ .cyv p TRANSFORMER „ E—EI ECTRIC
a a a P � c v REROUTE GAS SERVICE AT 605 W MAINIt
`� L lJ r\
/ T a AROUND DRVWELL UTILIZE
EXISTING GAS METER UG=UNDERGROUND GAS
/� M �` LOCATION SS—SANITARY SEWER
# �' K 7, RELOCATED PEDESTALS HEATED----s
»,a T' / w W=WATER
N7 f / �; �y CABLE AND PHONE DRIVEWA �s
.ate �� PEDESTALS SEE C500Y \s / _
�` �E E LINE ..0 ..... cF-
8,..„,...
Tel PHONE LINE
Ile, ' - - ------01"',,- ''' r :'
a Cable—CABL ° "s`
i
\�`'dG�� 1 a887FT � PROPOSED UTILITIES 427: •
' 9,` "‘� . 3'MIN FROM GAS TO ELECTRIC PER CHAPTER3 EX E—ELECTRIC __ •. �
/ r - ° TABLE 2,ENGR DESIGN STANDARDS .SS/ONA�r'
r UG=UNDERGROUND GAS
® *°°/ ° — SS=SANITARY SEWER
FFE+oa-0a ,Y,/ iit'
ilo�` 2'MIN FROMFT STORM TABLE GAS SS
//r_- 1 a • PROVIDE2'MIN SEPERATION , _ PER CHAPTER3 2, W=WATER
/ , < FROM STORM V )i// �1 ENGR DESIGN STANDARDS w —
/ ■ TO SANITARY .0 0
PER CHAPTER &"', , T Tel=PHONE LINE
n 3TABLE 3, Allb �
/ ENGR DESIGN H,/ C'° Cable=CABLE LINE J
/ STANDARDS ii/
�., ._ & PROVIDE
NOTES: W 1'MIN SEPERATION FROM GAS TO ELECTRIC
/ PER CHAPTER 3 TABLE 3,ENGR DESIGN STANDARDS Q
� � WATER SERVICE
/�.. - ;- PROVIDE 2'MIN TABLE3,SEPERATIONE FROME STORMN N ELECTRIC 1.ABANDON IN PLACE THE EXISTING WATER O
PER CHAPTER 3 TABLE ENGR DESIGN STANDARDS
SERVICE FROM THE SOUTHERN DITCH EXTENT
NEW RETAINING WALL BETWEEN /� ilk
pig PROVIDE 2 MIN SEPERATION FROM GAS TO STORM PER NORTH.REMOVE EXISTING WATER SERVICE FROM
EXISTING RETAINING WALLS I CHAPTER 3 TABLE 3,ENGR DESIGN STANDARDS
SEE STRUCTURAL i
r �. THE SOUTHERN DITCH EXTENT SOUTH TO THE 5
r WATER MAIN PER COA WATER DEPARTMENT L
STANDARDS. Ill
I
2.INSTALL 2"TYPE K WATER SERVICE OUTSIDE W � z
u - TREE DRIPLINES A MINIMUM OF 18"FROM THE12 Z
0
/ EXISTING TAP LOCATION PER COA WATER
DEPARTMENT STANDARDS. 3
/� m
_� Aftlir- � Po '4` ,' SEWER SERVICE 0_
o _ 4 - •
1.ABANDON EXISTING SEWER SERVICE PER ASPEN m
/ Table 2—Minimum horizontal separation for parallel utilities(feet)* SANITARY DISTRICT STANDARDS. 0 Y
- > 2.INSTALL NEW SEWER SERVICE PER ASPEN I 0
MATH EX:7933.88 �' a /Vatitis„.--raiV . ..._ Communications Electric Gas Storm Water** Sanitary SANITARY DISTRICT STANDARDS. 7 0
c L
Communications 1 1 3 2 2 2 �I
n ELECTRIC W
, Electric 1 1 1 1 Depth of Depth of o
.� water line sanitary 1.ABANDON AND REPLACE ELECTRIC SERVICE.
^^
L.L
CD
wATE iir minus 4' water line
SERVICE HUOtitEP Q o
4, minus 4' GAS o
��itt 1.ABANDON AND REPLACE GAS SERVICE. Ci) <
� \ _. I, t Gas 2 3 - 2 2 2 w
_ Storm 2 2 2 - 10 D'
\ / 111
r O - CABLE AND PHONE 3/15/2021 DATE OF PUBLICATION 0
1 �- i Water «** *** 2 10 10 10 1.REMOVE EXISTING CATV AND PHONE 5n enozo PERMIT w
/ ����,` Sanitary *** *** *** 2 10 - PEDESTALS.RELOCATE PEDESTALS TO PROPERTY 10/15/2020 COA REV 1 w
*These depths are based on 2018 Utility Standards. Please confirm depths with utility provider for any updates. PER PLAN. 12/16/2020 COA REV 2 U
s **Includes,but not limited to,potable,raw water,pressurized raw water and re-use water. 03/15/2021 WATER SERVICE o
***Horizontal separation is not applicable,because vertical separation is achieved. For example,a shallow communications o
' WATERDITCH
AND
"*� ;,�,:- Ilne can be located above a water line as long as vertical separation is achieved
SERVICEDISTURBANCE
Table 3—Minimum vertical separation at utility crossings(feet)* z
\4, AREA
w
munication. ...- Water** Sanitary w
Communications 1 1 1 2 2 above 2 i o
ABANDON EXISTING WATER \w Reviewed by Engineering Electric 1 1 1 2 2 above 2 0
0
SERVICE IN PLACE PER COA 0 3/15/2 021 1:08:03 PM 0
WATER DEPARTMENT w "It should be known that this review shall not Gas 1 1 1 2 2 above 2
STANDARDS PROVIDE NEW 2" \ relieve the applicant of their responsibility to X
TYPE K COPPER WATER w\ comply with the requirements of the City of Storm 2 2 2 2 2 above 2 0
SERVICE MINIMUM 18"FROM Aspen.The review and approval by the City Is m
o
w\ offered only to assist the applicant's 0
OLD TAP understanding of the applicable Engineering Water 2 below 2 below 2 below 2 below 2 2 above
UTILITIES
NEW ALINGMNET SHALL 4, on
The issuance ofa permit based o
\ construction documents and other data shall
AVOID DRIPLINE not prevent the City of Aspen from requiring the Sanitary 2 2 2 2 below 2 2 s
correction of errors in the construction N 0
documents and other data. *The table is intended to be read by first selecting a row and then a column. For example:Water is required to be placed two /� i
(2)feet below communications,two(2)feet away from other water lines,and two(2)feet above sanitary. �, / "G 0 0 N
0 5 10 20 40 �� lV•V cc
All depths are based on 2018 Utility Standards. Please confirm depths with utility provider for any updates. w
Scale:1"=10' m
Be Includes,but not limited to,potable,raw water,pressurized raw water and re-use water i
U