HomeMy WebLinkAboutRIGDEN FARM, 8TH FILING, LOT 5, GREASE MONKEY/CARWASH - PDP - 56-98AI - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTOndlnB and Erlulnn Control Notes
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EROSION CONTROL
PLAN
SYMBOLS
SYMBOL
KEY
TITLE
SILT FENCE
INLET PROTECTION
OE
CONSTRUCTION ENTRANCE
SHOPS AT RIGDEN FARM
PROJECT DEVELOPMENT PLAN
PAD B, LOT 5 OF RIGDEN FARM, STH FILING
CITY OF FORT COLLINS, STATE OF COLORADO
49J0.22
49J0.92
0.70 0.89 0 0 0 --
6.08 = \
In
—_-_-- ------ - -. __-. _. .a
>� I C E
4931.29
26
1.40 0.89
111
l I,
11
I I
I P
i
49J1.
o
O
❑a
I 4930.00
IMP Ile d
Off
CUSTER DRIVE
42 AREA (ACRE)
RUNOFF COEFFICIENT (C)
o.Bo 2B° RAINFALL INTENSITY (100 YR. IN/HR)
RUNOFF (CFS)
CRY OF FORT COLLINS, COIORADO
VRLRY PLAN APPROVAL
APPROVED:
vlYarvml
DATE
CHECKED BY'
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DATE
CHECKED BY:
e,mrwdlwvlEnr
DATE
CHECKED BY:
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DATE
CHECKED BY:
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DATE
CHECKED BY:
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DATE
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BUSY
GENERAL NOTES
1.UnuneS 9HALLCOMPUIPAYN THBcmaFLw0N10 -
BTANDAROS AND SPEC FICATONS IANNUAL.
2. cwRRAcrD4 91ULL FlmoveRl"ALL unury LxAnopa
AND eLEVAnoMe PRwR m cawt9ucnON.
STORM SEWER NOTES
1.ALL RCP STORM SEWER BIULL BE CtASB III UNLESS
DESIGNATED OTHERWISE ON n E PLANS.
L ROOF MAIN PIPE SHALL BE PVC SDRJB
L CONTRACTOR SHALL NON" OMEN AND ENGINEER
IMMEDIATELY IF SUBSURFACE WATER IB ENCOUFIBBED
OURPQ MY AND ALL PHASES OF CONSTRUCTION
°. CONTRACTOR OPKL NCT" DINNER AND ENOINEEN
IMMEDIATELY IF EXAYNO SUBSURFACE DRAW TILES OF
OB ER CO NEYANCE SYSTEMS ARE ENCOUNTERED
DURING CGNS RUCTION
5. NORTPNG AND EASING MR CURB INLETS 18 MOOSE OF
INLET FLOWUNE, CATCH XKEB 18 MIDDLE OF INLET.
SANITARY SEWER NOTES
1. SANITARY SEWER MAIN 8M BE PVC WR45
2. ALL PVC PIPE FOR THE SANITARY SEWER SERVICE
SMALL SE OOB 21.
L ALL SANITARY WOMEN MANM]LE COVERS SHALL BE
ADEQUATE FOR HLM LdNINOS.
4. MINIMUM SLOPE FOR SANITARY SERVICES SWILL BE Y49FT.
E. C801NO SANITARY SM" SERJICE SITE SHALL BE FIELD
LOCATED AND INVERT SMALL BE FIELD MEASURED.
0. CMITCTOR SHALL FIELD LOCATEAND VERIFY ELEVATION OF
DESTAB 4' SANITARY SEWER SERVICE ENS. UPON VEMBwTON
T OF LCAON AND EUEV M OF SERVICE, CONTRACTOR SHALL
CONTACT ENDORSER OF RECORD IINSITE ENGINEERING
AT n
AII wNICH TIME MANHOLE INVP.Ifi ELEVATON99NALL BE
EN DMTHDEO,
AOD IDED BY
PUN AND DETAIL ON RHNOB SHALL BE
CI
AT S.DM INWRE ENG TERNAL NOTOTHE RUCURES(ONE EACH
Cltt
ATBIX]I TARE. 1WO INTERNAL DROP STRUCTURES (ONE FACX
BR ICC)
BIMLL BE SUPPLIED BY THE CDMMCTDB AT THE SANITARY
SERVICE
CMNECTg10 TO THE MPNMOLE
WATER NOTES
1.ALL UTUtt PIPES SW.L BE OF ADEQUATE S FULNGTH TO SUPPORT
THE TRENCH AND AUNBV N40 HIGRANAY LOADNDS.
2. ALL WATER NAUN8 SNALL MAINTAIN A ASMMUM OF F& OF DONE
1 ALL WATER LINES 9W BE CEDE, DRIB, PVC PIPE MITI A MINIMUM
U GAGE
IN9UNTE .CNPFR&
4. MAINTAIN 19OF HMWWTAL SEPoMTNIN AN01B VERTICAL
SEPARATION
SETMESN ALL SSWLR AND WATER UMEW.
S. ALL DOMESTIC SSMCES TO BUILDINGS SHALL BE TYPE N COPPER
CITY OF FORT COWNS, COLORADO
LlTl IY PLAN APPROVAL
APPROVED
CRY ENOB4®1
DATE
CHECKED BY:
WAId EWABRV/AlO1 VIMY
DATE
CHECKED BY:
9,gNN/AII .
DATE
CHECKED BY:
PuwaREnaAncN
DATE
CHECKED BY:
TRAa40a10a@P
DATE
CHECKED BY:
DHYEF9®4
DATE
SHOPS AT RIGDEN FARM
PROJECT DEVELOPMENT PLAN
PAD B, LOT 5 OF RIGDEN FARM, 8TH FILING
CITY OF FORT, COLLINS, STATE OF COLORADO
s
GHT BASE TO 8 _
RELOCATED
W 4V \
W
Q 3
EXTEND E - �_ ° d
WATERLINE AND _ - - - - - _ _
RELOCATE EX FH, j
s.00'
�ROP. / S - 3 1 11.00'
PROP ELECTRICAL DROP, SUBMETERED
TRANSFORLOCATION METE W W WATER SERVICE
EX. INLET TO BE
REMOVED AND CARWASH
REPLACED WITH PROP. 3 4"
PIPE. OIL LUBE DOMESTIC
FACILITY WATER SERVICE
_I
4" DIN SERVICE 3.00 3.00'
I
I �
I
1.50'
I I O
O
PROP 4" SAN
I
I /
G G
1
CUSTER DRIVE
G
G
N
C A
PROP. CURB INLE'
H=4'
FL. = 4930.06
INV. S = 4926.06
N. = 5016.3559
E = 5421.2193
PROP
-1 'SERVICE
W/ METER
W W
- W -=ABANDONED
W
a °
FIRE LINE
d°
° EX. 4° SAN
° d ° SERVICE
d
a
SANITARY MANHOLE
RIM=4929.7
INV NORTH L WER=4 3. 5.
d ° INN NORTH UPPER=49 5.71
NV SOUTH=4913.41
- r-
INV. = 4925.69 STORM INLET
INV. N = 4925.79 FLOWLINE-5928.85
N. = 5003.1101 BOTTOM BOX=5925.2
E. = 5421.2193
k
SANITARY MANHOLE
RIM=4929.16
-
INV NORTH=4912.96
INV WEST=4913.00
INV EAST=4912.76
U)
Q
Q
U
Y
0
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r. COLLLINE
COLORADO
PER
SSEA
FMPF"
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Cv
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< �d
§
s
LEGEND _
1. PROPDY9 DARK 4930.21
-CUM. - REPOP➢INRNNLWR COPBSR
-4=:- PREFTED MNA CENTER
asw EDNrow
0.. NW PEST
I.P. LOS PEST
OE CRME BREAM
X... MISUSED 9DT WAMN
FORM. eAsmvvnr(LEYAMYI 49J0.92
GRADING 6 DRAINAGE NOTES;
I, ALL SPOT ELEVATIONS ARE FLOWUNE OF CURB AND BUTTER
OR MP OF MNIW90 GRACE UNLESS OTHERWISE LAMED.
]. ALL PROPOSED CONTOUR ELEVATIONS ME M TOP OF FINISHED
PAVMO. CONCRETE OR TM OF FINISHED GRACE UNLESS
01HIM SENOTED.
3, REFER TO THE FINAL OEOTECHNIGL REPoRT (BY OTHERS) FOR
MCCPMENDATIONS A GAREINO ExuVAVUL COMPACTION,
EMBANKMENT, TOPSOIL RBMWAL AND REPUCMENT.
A. CONTRACTOR TO ENSURE POBITNE DRAINAGE IN CONSTRUCTION
OF FINAL GRADE. ALL CONCRETE WAUf9 SHALL SLOPE AWAY
FROM FR AUSND9 AT A MINIMUM OF ]%.
X4931.29
B, FMISTINGSECT BLEVATIONSARE BMFD UPON THE PROPOBBD
OP.LOl9MIN RIOOW fARM OTLPWN0, iH69HOP9AT -
NOUN FARM,
MPROJED IO-ITW"1
0. EXIST NO CONTOURS ARE BABEO UPON SURVEY INFORMATION
PROVIDED BY FRONTIER 9URVE BRO, MARCH TM, 2006 ME
REPRESENT ONOOND CO)O TRUCTON NOT NEOUTSAflILY
AA ILTORMES.
BENCHMARK INFORMATION:
SUCRMARN: THE BENCHMARK USED FOR THIS BUTD EY IS CITY OF
FORT COLLINS NO.17.99. A ITEMS CAP BET IN THE TOP OF M
IRRIGATION STRUCTURE 300 FEET SOUTH OF THE SDUTHHEST
CORNER OF FAST DRNLE ROAD
ELEV. •PUTS SS
CRY OF FORT COLLINS, COLORSOC
LTRLTFY PLAN APPROVAL
APPROVEO:
rnY BNBMIBFA
CATE
CHECKED BY:
-
WAI6ACWKIEWAIBRVINTY
DATE
CHECKED BY;
sIaIMWAim UiNM1
GATE
CHECKED BY:
PARIB BpNEATOI
DATE
CHECKED BY:
TR.PFCPFvasR
DATE
CHECKED BY:
BEVWoo®I
DATE
SHOPS AT RIGDEN FARM
PROJECT DEVELOPMENT PLAN
PAD B, LOT 5 OF RIGDEN FARM, 8TH FILING
CITY OF FORT COLLINS, STATE OF COLORADO
4930.48
r' 439, �A\(\
156%O 4930.85
4930.63
4930,91
4930.92
4931.14
1.00% w
4930.978 4931.13
4930.92.92
\
°v A
4 O�
4931.42
4931.51
4
❑JI
9 �\
i
4
a N 1
\
31.30 9
y 4
X 4
4
aA a I
° 4930.00
' 493q.87 - 7 4931.16
12 4931.42 4931.42 931.424931._ co oo
l,�4931.42 4930.38 4�3/0.92
4930.37 4930.33
0.86% L.P. .37%
4 30
m
4930.06
��. X4931.29 4
� _ 4930.55 �
S 1.65%
UT
0
G.B. X4931,02
o 1.32%
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/ 497jSo
2-n,-�
T
O
r 'mn
C �
c
- m �
N
IUD
W
IUD
1
RE
FFE = 4931.51
CARWASH
2.38% 4931.51 4931.51
4931.23 �r-� 4930,68
4930.79 49 .61 930.35
4931.21 4930.3 C,
4930.31 , q
4930.46
/ - - 4 _
CUSTER DRIVE
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r. COLLIN.'
A
COLORADO
ENGINEER OF RECC
3
GAMIUr 6 ORAINIGE
3337 East 138th Avenue
Thornton, Colorado 80602
June 28, 2005
Mr. Glen D. Schlueter
700 Wood St.
P.O. Box 580
Fort Collins, CO 80522-0580
RE Grease Monkey and Carwash, , Lot 5, Rigden Farm, a Filing Stonnwater
Compilance
Dear Mr. Schlueter:
Please review the attached documentation for compliance regarding the proposed Grease Monkey &
Carwash development in The Shops at Rigden Farm, Lot,b. The Final Drainage Report For The Shops
at Rigden Farm, Ft. Collins, Colorado, Kimley-Horn and Associates, Inc., Approved March 11th, 2004,
was used as the guideline for design of this site. The grading and drainage plan submitted is in general
compliance with this report.
The propose site has been graded with slopes ranging from 1 - 2-1/2% on average. Two drainage
basins were developed to serve the approximate Northwest and Central/Southeast portions of the site.
The Central/Southeast basin drains to a proposed 4' curb inlet with a 100 yr flow of 1.40 cfs. The
Northwest basin drains to an existing curb inlet (A-4, Kimley-Horn) with a 100 yr flow from the site of
.70 cfs. The proposed system uses the existing system installed for The Shops at Rigden Farm.
Proposed non -point offsite flows consisting of grass, sidewalk, and landscaped areas amount to 0.28
cfs. An existing area inlet (A-3, Kimley-Horn) will be removed and the existing drainage will be split
between the proposed curb inlet and the existing inlet A-4.
All proposed pipe is Class III, 18" RCP.
Calculations were performed using Urban Drainage guidelines. A copy of Sheets 3 (Grading Plan), 4
(Utility Plan), and 5 (Erosion and Drainage Plan) of the proposed site plan are provided as exhibits for
your convenience.
Sincerely,
Kurt Kowar, P.E.
Principal
Insite Engineering
phone: 720.339.3759 fax: 720.528.7867 • email: kkowar@insiteeng.com • _ www.insiteeng.com