HomeMy WebLinkAboutSite Certifications - 07/07/1995r>.
STa�ed.
TDINC.
Engineering Consultants
209 S. Meldrum
Fort Collins, Colorado 80521
303/482-5922
FAX:303/482-6368
June 13, 1995
Mr. Glen Schlueter
City of Fort Collins
Utility Services Stormwater
235 Mathews
Fort Collins, Colorado 80522
C
RE: Drainage Certification at St�on_eridgn_DetentionPond; RBD Job No. 503-004
Dear Mr. Schlueter:
The Stoneridge detention pond and following appurtenances appear to be in conformance with
the design intent of the Utility Plans. The detention pond has adequate volume and freeboard.
Invert elevations are consistent with design performance of the outlet structures.
The following items are not in conformance with the Utility Plans, No erosion control straw
bale check dams have been installed. The ground around the detention pond is bare and no
landscaping has been installed. No steps were installed inside the overflow spillway box.
This certification is signed and stamped. By signing this letter, I attest that to the best of my
knowledge the as -built conditions of the drainage facilities are as described above and on the
redlined plans enclosed. Failure to properly disclose all known information could result in the
rejection of this certification and prevent the release of any Stormwater Utility holds on Building
Permits and/or Certificates of Occupancy.
Thanks you for your time and consideration of this certification.
Respectfully,
RBD Inc. Engineering Consultants
�2rrirL
Kevin W. Gingery, P.E.
Water Resource Project Manager
Denver303/458-5526
e0T;"5TvI&
0
DRAKE RD.
w
OVERALL SITE
DE714110N PWD
HORSETOOTH RD.
a
STONERIDCE P.D.O.
r
W
IT
a
MIT
O
HARMONY RD.
VICINITY MAP
SCALE: 1"=2000'
LEGEND
— - - —
MAI MUTT-W-WAY MY PRGP LIE
'D Li
EwsnxG OVEMTEAD ELECTRIC (W/ME)
— �--
ffCTON ME NM SIRLEY PONT
L 1.
ERSBNG CABLE TELEVISION
�'S025�
COODUR
--
EXISTING GAS
a PRGpC/;D SAITARY SINEY ONE (WINNABLE) I
LIMITS O CALL -COT
—X X—
FENCE ME
RENAME OF CURB AND CARTER
� W 0
EXI WATER (WNALL£ AND ME HYDRANT)
P
POWER ROLE
- SAL—
EXISTING SANITARY S"KR (W/MAWTOE)
0
TEMPHME PERESiAL
-SPA—
EDSTNG IRWIN SUMER (WANT
a
ETECTBC VAULT
—E—
FASTING UNDERGROUND ELECTRIC
O
SEA ENDING HOM LOCATION ANO NUMBER
-..,T
ENSTNG UNDERGROUND RE PINNE (A/VAULT)
B
TEMPORARY BENCH ARK (TIM)
0
MOBTXONG MIL
UTILITY PLANS FOR
FORT COLLINS, COLORADO
Stone Ridge
V I L L A G E
THE
K A P L A N COMPANY
INCORPORATED
I. ALL STORM YMW MO STOW DRAMA¢ WMSTR CMu SMALL CCAFORM
TD M CRY OF FOR COONS STANDARDS AND SPECIFICATIONS
OMNENT TO BATE OF NwOIAC OF WERE PLAN. ANY MNSTROC CN
OLfWpNF MAI YEAS Alq ME APPROVAL OF M4 PANS SMALL
REQUIRE TE-EYALRMMM 6 ME MA'S BY M Ott STOW WATER
UIRRY. INC MAY IEQEE BUT PREY BE MORE TO REAGAN N
STAIUFLSS ASK) 9E4 IGTIPNS COMMENT AT MAT ME.
3. V16 ME AMOXNAW AS STOW M ME DRAWING ROROM UT GINALL
BE THE IRE OF M COITRACIIF TO VERIFY WE T
ERSTFNCE AND LBCAMNT OF ALL UNDERGROUND UMIMs AGING M
RNh OF WE MORN. OEOE MMMFTNMTC NEW 0.MSTITTAI ME
CONDUCTION SOUL BE TEIDQRBIL FOR LOCATING MARGIN
umKKDIw UTILITIES
3. NON HAS PIESAMO BEAAN SE MUMS. BY CZECI OI
ME
OXNBEI , IEIEN. IXES T9TEOr A TNA YSpI W TO M OTY AS
A�OFBAN ExF S MDR. FOR AN E ROTES MR)ORS9MS O TANEB R BEY PLANS. MET APPROVAL O M PLANS
By GTE an, WALL NOT NCUIEE M ENOEIR Ww NAs PREPARE)
MY q Or AL STAR R4MSB
FP M ME CAMENON T OF MY [MSIRIICnw. WE CONTRACTOR
IL CONTACT ALL BRUTES as M w SOEO AN
NTACT ME CITY FORMER M SOEOITE A SEE KPECBM FM
ANY WINE NM MOIXIxG A MUTANT
S. TWE COMMENCEMENT OF ANY OKTMICTMN. M
W SLOY ME CITY STONWATER UTILITY QPMIYKT MENTY-FOUR
(34) BOOKS ADVANCE MOTU.
6 FRYA xTM CONTRACTOR �MAI M' MITI
THE
FRANK S� S O MY OTYR.Wlrn M
COLLINS THE A AT AM . ONTO NBL roROTAmr
GOP`
. I TIRE M SSH AT S WHE T ro ll ONTRACNL
CONTRACTOR
IF MAC1M`ACONTRACTOR TMLEs TIE TMiRG Sd US AND. IIE
CORM NT T ML BE MARNRn FOR M UBGR. wTWALS AND
EQwNNENr ro RIxsTAu M BON A NEEIEO
]. BRGYWS
NW CIRAO BHBA` AND MMOT MAT) - SORIN W E xK RO E
FTEV. - NNYUN Alp I MCI M SOE BY FIXE.
SE EN BY HORYhOM ARM CABY.N DRIVE - Y- N BE
MEET IT -�49m"
MAY 1994
GENERAL NOTES
[. ALL 4CCWR9ATKAS BE M OVERALL. Sh DETENTION FORM STUDY
RR SIGMEWINED. RP.09WL. (STARTED CMMEN.
RPAIESM D W Am p®R (RIOM SCT mmaca SO]-OUA)T
R. NL KC AMAS OF M SLOE ImZ P.U.B. MENTION POND
LNREER COUNTY RDAs S REPONF BY EMPIRE LABORATORIES (PROJECT
30935334) STA. BE COPED WM
FOR
N0 0TY SMALL NOT FEE DRAINAGE SALUTES WE C 2MSI S ARONN ON WERE
RNCS. AS M O\kiCgN Na RE YS'ON'BE M Ott ML.
TOT MANTAA RW WTgI SyLES/O1OE5
II. REY FIAS MALL CO roM OR CP FORT COLLINS
REOE n FOR 4F61CATX86 AND OBTPMA
T'[. WEN KWG Is US➢ TO OYPSh TES: YPp\Oxyls, A STATE
KY IS
GIR�EOC TOOSOVIM.L ONTO A SIMMITswm. OIANDISCHMAKE MEL�, AnON
OTOI. W WY BABBITT OF M OATD STATES
13 ALL OR4 MM A MMw WENT CONY WM STAR O CLJONADO
NEWTINC PROCESS ION' N ATN OSCHMOS MSNATD NM
W6OIICTNW ACTION' FOR KORUTIM, PLEASE CONTACT
MMI OPABTMExT BE MERCER, NARK wALITY CwMu ORISON.
%KXOF-FE BY. AYO OETSY COCOA( NM mw ROW, M.. C
B0333-ISSB ATTENTION POYO AND KFONO T SECTION. KR NE:
(AB) M-n
I SFECTMWS AND ACCEPTANCE BY ME CRY
OROh.AON O M pYUO FAOTES. BY A A COST ME RE S9BMBB W AE4RMSD By ANR
LIT.
15 RVIOVAL OF B Foes H IVM M TIrS(ML E Ma OR
EXTRI FLL A) PIT Y(k6 AND N AL. AREAS WM PRCPoSED
ML. SEER ERICm ¢STOOP ErBNeY sMS
Ie IN CUPSE
PAL«BCwo a mw s VARY KGM Mes
ABHUTAN ON BANMKrs CAN S. CONTRACTOR S"I VICINITY To PROVENMACE
En�ing Consultants
INDEX TO DRAWINGS
SHEET NO.
DESCRIPTION
COVER SHEET
2 OVERALL SITE DETENTION POND GRADING/
SITE PLAN
3 GENERAL DRAINAGE DETAILS
I
ABBREVIATIONS
APPROXIMATE
APPROX.
LINEAR MET
U
CARTE Y
CY
MAXIMUM
MAI
CANCER UK
C
III
mx
Cuss
a
NORM
N
CONCRETE
aNL
NOT TO SCALE
Am
CUBIC YARD
Cr
NUMBER
x0
CURB B WTEA
C w G
OVIEF EAO ELECTRICAL
W
DIAMETER
IRA
PprtMYMNE PIPE
PE
NWSTREIY
TIES
PavMMY� CHLORIDE PNE
PUT
MAI MOM REE
OR
PROPOSED
PROP
DART
EA
REINFORaD COMPETE PIPE
RCP
ELEVATION
EL
RIpRO-WAY
ROW
EXISTING
EX
SHEET
SHI
MED END SECTOR
HIS
CH
STA
FIRE PRAM Y ASYVBLY
EPA
STEEL
SR
RONINE
R
TEMPORARY BENCHMARK
TIN
GAVAAEED
My
THRUST $0.1t
IB
GAS ME
0
TYPICAL
TW
OUTS VALA
Ory
UNDERGROUND ELECTRICAL
E
GRADE BREAK
AM
UNDERGROUND TELEPHONE
T
HORIZONTAL CUPTCAL
xERd
UPSTREAM
U/S
KINFOALED FERRIE
P PIPE
GAME BOX
IN
HAR AUBC CADS FINE
WE
VERTICAL
LENT
INC,
IN
WATER
w
AVERT
NV
NM
W/
City of Fort Collins,
Colorado
UTRJTY PLAN APPROVAL
CAL4
UTILITY NOTIFICATION
CEPTER
OF COLORADO
APPROVED:
mTeetoT a �BP.LmB
D.Le
1-8
0-922-1987
CHECKED BY
TIME R wastewater
BWM1
Due
OR 534-6700
NOE�N o
CHECKED BY:
9MrmlraGr Ot tr
peM
CALL
BUSINESS DAYS IN ADVANCE
BEFORFj
YOU DIG. GRADE. OR EXCAVATE
CHECKED BY:
FOR
ME MARKING OF UNDERGROUND
PR EI ROCRINUDY
Due
MEMBER UTILITIES.
CHECKED BY:
Date
CHECKED BY:
RAM
FILL IOU OF 1 XG➢TUG
LMBANKML NI
EX, 8" PVC UNDERDRAIN OU 1117
TO E.IEVAIION 4N90.50 MNOIIp IOUI
E%_ INV, 4898.02 I a HAYM
IT AN N
EX _ MEASURING MIR 10 BE
RELOCATED BY UIM HS
°ANIEfItI�
OREBAY
Y NBDE
RIP -RAP N DAWN
AREA
-
N D D
__4E _Wc _____________
_
w Pi / 90.fx
•YA8 rL
H'9
946
__
r
96aK HI IxINSI
B
{ I K
EI
84356z
IAIE END--- AND GRAVEL
I BE FELL)
\S
STONE RIDGE POND
NFASELA: 4885.00
PILL TOP OF EAS➢NG
EMBANKMENT
BOTTO
BOTTOM At OBIVER
L
TO ELEVARON 4890.50 THROUGHOUT
DRAIN INHERE 48T9.50
2 W
2 YEAR OUSEL 48AN&F
L
j 100 TEAR OUSEL aISSUE
POND TOP ELEV. 469°.50 11' Iwp Mess a Nlr-RI
-
W E
POND OVERFLOW ELEv. 4889.50
CLAIM.a
6 A
urtRW
PHCWEHTY LINE
BEnmNc
STATION 0+6I.5
CENTERLINE OF POND
OUTLET STRUCTU(iIT
SEE DETAIL ON SEEi. J
_L___
_ ___ _
PILL TOP OF EXISTING EMBANKMENT
TO ELEVARON 4890.50 THROUGHOUT
655 LE OF IB ROD i0 BE
NOTE: BURY RIPRAP
WITH 6' OF EN SOIL
INTO E%ISPNG Ifi1 RCP
i
Rp-RAP RUN
8-6
GOWN SECTION B-B
qe.5
7RS]L 9asf�
x
rATION CAERE)
96.fX
GNNECT INTO E%. 18' RCP
IMCA EX. TIRE
EXISTING
CORRAL
i
Y46XMw-2
-
EX, 19 RCP
_
y
u/5 Mv. 48)).24
XWE0AIRIPP0.cliewl
--�.�_ •
-
rest
CONSTRUCT BOApSI pITCIT TO
be
AufF �{e
I THE FOSSIL CREE RESERVOIR
IEIe�E?'lai
_
INLET DITCH SE SECTON A
_t•^
M
Flr
°-� (MATCHES EXWD MOVVE 4 D aml
- / e (LENGTH = 10 FTJ _ d.
/. OPP"ANIMATE LIMITS
OF SAND AND GRAVEL I PRDNOE 15' NG BT 5' WIDE RIPRAP
LAVER i0 RECEIVE CLAY 94/ `� RUNDOWN IN DITCH. USE 12* CUP, ROADSIDE UITT
ab)b / 0 �° LAYER ORE LIMITS TO CUSS 6 R RAP ON 8' MEN CLASS A
4E]6 1 /n �\ BE FIELD
RAL NOTEVERIFIED, SEE • `, ' BEDDING TL BURY RIPRAP ' UC
J /GENERAL NOTE p. 1 6' CITH
E RMEN SOIL LgJSiRUGr n� OjnS.h.yL>ia,�
48)EA ADJA ITT TO EXISTING HEADWALL.
WAR
PERMANENT POND ����j� _ �� �� E. Jb' FOSSEast. DAYLIGHTS R AT RESERVOIR
IN HEADWALL
i��(` --ROCK CAIRN � / I Mf FOSSIL CREEK flESEFVgR INLET DITCH
���.. NWSEL-4885.00 CAL TERRY COLMATION
bap CENTER TFell AJAAW
j R BURIED MH 1-800-922-1987
LI
W ✓✓ OGMERGED 534-6700 "
° 'I j 9aSx Jb'RCP VAN MAMPONT
NPO
E'Do gF.63 BOOK CAIRN / / I FX. 15' RCP t0 BE REMOVED. CONSTRUCT
�' NEW ROADSIDE DITCH i0 MATCH SWALE
SECTION A -A AS SHORN, TO THE FOSSIL
V1 - N A CREED RESERVOIR INLET DITCH
EY PORARY 18 �W
PCP
(Ri BNMOVEO) Am
Ex TEMPpRARY DEiEN POND s w \ SUBMERGED LUG / iaS jl Ex. EC III U/S MERE RISER
(t0 BE REMOVED) \ \ I _ I GIVE INV LBLL74 d
S.H \ '/ / _I Ex ROADSIDE DITCH ES INV RISER
44
1 } µSSE C RISER dBd.P
FROST ti�'I"� \ H C1 \ N L' �i ,. (i0 BE REMOVED)
'C , RLL TOP OF EXISTING EMBANKMENT
IMpPC ItN 11 1 *0"ELEVATION
a890.80 iHRWCHOVi
\� �\ (BBCR • EX. COUNTY ROAD 9
-I All
a ..
n.^,.. r o¢a �� V A
Roe Bm=ID PNr r.L..nv. \ ' VW WEIR A,
7 . v �� _ • r �0_ J8'NWOE "ED
V - N`a A ` �( PRAP EMBANKMENT SCALE 1 -30'
O I
Prw roa.. RAW WE A SAW Q( I 1 RROIICSIHE SEE _
WO:,a ��e ow AIR XT±BI JE TAIL SHE Er xL s
eMNY IOWA IT PI
woo_ p
H W I CONCRETE O EE qIx
rM s _ µFIR OVERFLOW Q."OD flEC/yM
(I) SWEems.. ION. z. Nw.IRa. oe.st, v, m�„ XaL✓.XOP
IsEDorrIHF /ems;sWw etya TP
�f 24766SH
Me (d)NNPLAY
AM,ALAN �TU,�M.MIII ALI IMN _ IP/� I ��
Ow
(e) N. d®* a4. PPAV,". ^•vice.. �p � tm.at
hL WAR AIL �PvcLSUN 55 I meMLrarEe _ INS ALL/SUB uw `
^ u v I PIPE (LEVEL)
(0 va WN w,.e. A TAX rv1a Gi^^r^r• >\�\ � Be�. I 1 ,. ALL TIMES .. L EAST AND KYM EMB.WWNT or KPINMN PEM T, SD9MENcr➢ AREA CMIM AND LOGS SHILL R RACE➢ OX Me PONE
6. 9uLL BE R D, iN INK RMR NW OR EMBAWMENT W] AT SEVERAL LOCATIONS TO MNNCE HASTAT VARIEEr.
R[STO D A TIE W PM WO SHALL ALSO HE ISWKD.
]. u •vn nP v •••a, , \\\ � L I B. EDUCAT a( RIEUE NEAR ME RESPECT
T TO 6E ROUGED EOi M
I w. a e^* r.^Pw.R=+ 1 \ _ ►0 �i 1 FOREBAY Ixf E.Ismw 'SCAN LOCATED a 1Art BEST soE or m vErtN munElDrl a REvoENrs ON RrsPECT ro WATER a.urr sslEs.
Ut.w G^r.W ��\��4�"' M LAY[ E TO PLENTY q a SHIP HE MAJOLME AM ONE
wro ARzssW" a E\ 3 W I AREA i EEmmnK Na CATCH umA To Duct TOM 10 Fo L a OVERALL h rnrnL OIL BOT Nc USED .As wR�ECA"rEo a M
DTI, K�NAL VERSUS CAA E zs✓ MmREIrR.
LY yf PA�•/, PH v/ct EXABLE1 A N ME nN AD SOL LAnRS MCLENMMO BELOW THE MAXIMUM Poor
°Ey(�. 1'N•11 iAy ELEVATOR O • 5) SHWL R OVER E.UVAIEO TO A OEPM ,O. ME TORE THE FUTURE MEMIN PM ARE CONNECTED N ME PoHN.
wr P Wm 3p "� ({ TREE R AND REPLACm VIM C ACh O-AT ME UPPER P RAP RWHW'YX$ CALL BE xECESSWY TO PANTI ME PPL
We DI X r' t PROPERTY IGN ¢AY 5 5 AWFO M 9TE'4 BE SU TARE FDA MS 4BAWMENT AM IXor AVER WORE T E EMSES ME
aB', N0 x•• W A, Am° n } I LINE NMP04.TIY LAY 9HWI➢!E cpVACRO SKFIDR" NTFTS NET FOEB�ABAMEAS. rvnK xrtOW5M9HA11 BE RUN MROUCN
v, Ta He W \ °B EE ME Gen WARNED bN T. 191E T ROLLER .EYE ALL 55iArt
EXISTMG SANITARY `\\ \ R, WUNA T TO Ev AM COMP.EM MSTRU AND REUOLI NG OF qWs
TO
rw• T R•<e^mRew 6Pa'W and AWKNot Rn1•, of PPAAXSW PY L ow SM UAT CaM. C4seaa SEWER EASEMENT \ \�- I I R•G W R TF T B PNXP MS TSIX SHALL Be THE GALMADWATIN UR VELIENUSPTANALLY ENTERS MEN THESE
HEERD T"RWS PUMPING
.9W g RMU E A RHATEREB PRp MS ENOMG SRtlAL ZIW CLET ME ON CII ON E DAMPING POOL A OF A L«'• V aE / IN 4ORwm NPNEEMNS WATERIII
NOW m.AREAS. AILL BE KFAIRE�EAM EVIL BL W
Spada, aY ,ee Pd e'ESIAW", W M,ww • I \° PR VED AN MAINTAINED 01 ME WxIFACTON.
STIRS D/B NO to I Ll OP \ -�°s .•� i A In MUVAdET ST oHM FDFDR"RGAATER USE .s I. THANU,Avwuln I ET BE PUTrtD AIM T
zSMY NM,AN SOPI GRANULAR DRAINAGE LAYER \ O
HE
x.^a el.WO.e VoLe".,� 10.+ ? SEE GENERA( NOTE ° ND OF DRAINAGE LA MATERIAL
M5 DRUIWE urw SMALL x PLACED rwRM nunc rc rIe STORE RlDrl u0. W
S. 1,,P Hat BESOP HAPPY, N4, AND SECTOR � L \ 'VO° S GRAVEL LAYER u Mgv1[ss LfR ALOIIA� scumSRN AM NN 13 THE OWNER
iwHIEAIE cm[n REEwttr AREAS m m5 sTcnE xmH PaHO
PILLOW" oe.• vd B • C-C ON DETAIL PMWMR O' R E POW S 9YJII1OW E OVERALL AM W RIDGE PHD. E
LOCAlE0 I PaxS wwn IE PLAN. T6 AMR 9KVI➢ EITEIU R
ever
We LP.INVOW 3.0 I SD 5m Hot," .. MHO T s \\ °SOW ELEVATOR • N TSVAI NW A CEAaIRE FILTER FABRIC
x T( Ta6OL AND ME GRA VULAR R
SANDY PAY POW, PAY LON MY SPLTY V AY IOU �s (1/4 4 3/4B6H Y4, IA Lw L \ 1 I RTd.BEi.DRILA DONE POLL NWW r® m BE WEETAMO o PREVENT
Ma�uss I. ��1 W ALL ONE RE M. M ME g PLANS TO SDJN MISN S TENDz o USE TXE uLNALI SITE DE
Via, �y.d•.•• A,rkw, s..ea a i �A THEN a Is ADEOUATE r MYEAER HE EVANS TO SU THE City of Fort Collins, Colorado
BY I RAL AND e' OF Tro WOOL Be NEEDED. UTILITY PLAN APPROVAL
d, ~aHtm Ne4 (HOSI BALE 5. N ME FOE O M U"H P "0" OR TIPS APPROVED'.
s•VtlY I I AIM \ 'i I =01 BACK rAnex 9Wi x PUREED ME ralowNG Dueclor D1 ElylveeriDg Date
w.^ ^.n .,, SpAwUV PAY. w o0 o c.-r 1 PAY n w.<H, N.e .. BpYON f.ONIROI 1 " it w NuxmD
"np /1 {ylLq{ \ -FUTURE MFLOW P SEOEs ARE LED r CHECKED BY.
(FAY UALS (I/1 na to ,/I oa)••• ye +• o or w HAS rt SEE NOTE. (y DfPRL— ^APO IRmTATuw mrrrrW fe4r h Iu4Re4r Illitit9 Date
Rlnn. I•VV VAd W R AREAS TIN 4RR &Y SAEya \ I TO 6 NCHE SFpi. sWOTNWAA RUTTO W
IAV,W 'a HA east mH w Tf' O TIER 6 r0 12 EA mMMp1 EWE[-swwE, S Mr CHECKED BY:
PLAY,< • VAR A yY w SONAR HAM,YLED, vuu RiL oR \! I BXAUSH. UZMD'S TAX, WR PorxTO d mmaer UIEURY Ce4
4,4 ycaa m Opt W 4FO AT A RAM�w q / A, ONE Srp1pRE W®>I PRIME IVEN SUP BE
L' WOinotat
u d .M MAY MLao SHALL BE HGimT.' 6�MCI XIBTIW CHECKED BY:
a;'e .<d ^ Gaol B5 NHA, M.V Mom, a O WON) x a NA TIE 2 I aRix MW WHOEUM [Rovox ROrtcnaN FIRM h ROLNE PD note
1 a , NLIVANY- P iz <^ N•, AXAWPEre BE Rr Y AK \s, AT THE MAN eTON r a ELEVATION IN TIE POPE � n
}zI Scat opoclow. ome uuwd VNn Hm Ia Vim. 41 > it eu NYumM t. rwerml rm. a ..•d eI A H It MIq...0 WE *Mead H. ea.e . P o DN51wGrtD mcn "A \4A, rF PUSS P DONE 115 PAR EASTE RN ME or ONE Ppq CAS IITTRIS WWN4Y AILL CHECKED BY: MI Date
ANY oI SHIP HIT A L Nvm+I SAW, .MIT N OP w e raw
SAW two 7, W.I°n.H"K � at" epNa ...d M N W aM.a HLM N. a. \ RI'paP VEYYWO4 ewim LN na2a NeA,
}:) Val•• ^ndA Pv ql }ILW I �wWOf Ed'I ru w/. jpti CHECKED By
en mat sI,WWIne sw.}l,-b HHe. Dale
MPM AYF KWG -..'c IILI
.'I Engineering Consultants STONE RIDGE P.U.D. OVERALL SITE DETENTION
MAT 131,14 ape-ooA OVERALL SITE POND GRADING/SITE PLAN 3 2
NO. BY DATE RENSON DESCRIPTION -
SFOTE.TLE FABRIC «RDON N-130. NABOB 10-N
BY DMIp Nal Acp T EX
DR ENAGE FABRIC AS AD
4900 _. i- 490o
4895
of
F' ` X:X
4885 _
4883
El[STNO -
91AIE
4880
P
a
RAt
4875�4'P -
SECTION C-C
SECTION THROUGH SOUTH NEST
POND EMBANKMENT SHOWING
DESIGN OF GRANULAR DRAINAGE MATERIAL
AN-7, by-AD;
W UT
9Y. Lo--ELEV.=aBBPiB-� 4.
4
_TOP IEV- _NEIfl 2-/5 BARS
ELEY-48JAI
TO.LP
BBOTTOM
ty. W. MINIMUM THICKNESS /5 5
(SEE NOTE)
MI NOW:
p/Y cen5tn.cb 0 l TRENCH FOR WEIR OUTLET SMUCTURE USING
NATIVE GROUND AS FORM WORK. CONSTRUCT
RUNS_ _ WEIR B• MINIMUM THICKNESS. UPON COMPLETION
WA1 DCs - OF TRENCHING, PLACE TEMPERATURE STEEL AND low -P/AW 0III YJ
%
CONCRETE IMMEDIATELY. FORM TOP 4".
-- -,-- gy SECTION D-D
1.2
CONCRETE WEIR OUTLET STRUCTURE ELEVATION
55 w. Be
No Scale 4i— —
�.
-�3'n;�yL�YSI
an
"SA Elfv.
MTWGO
b
OVERFLOW SPILLWAY PLAN - e /E0'D.. z EACH C5'-s' AN _
W/ 3/4" GALVANIZED ANCHOR
SCALE: 3/8"=1'_0 ANNANNA L. nC_N_p1 WIDTH _ _ BOLT EMBEDDED 6' ION I 4'-0• ION -
ANNI1 r OPENING I
DENSELY COMPACTED C O 1
DESIGN DEPTH SACKFUL
IOD YR, STORM I IF_
EL. 4859.SO .. 14" V3/4 CON➢ UOUS O OR A E N- ,� u
ROD/ MIN. SPACING TV. 'f' b .it In
10' 4'-0 10"
TRASHRACK a -
EL.
'
EL B 0 sPACTED C o
2 - T - COMPACTED LRANUUR
_ N
,20• `Y J. LL 15'05' ALUMMIUM SLIDE 1/B BY MATERIAL f AN
- I- GATE ON SELF SUPPORTING 0 MIN._ _ lr 4•_IO•
�i / 2 #5 . W�&WRER FRAME AND T'OP MOUNTED 1
//A EA. FAGS IANOWHEEL OPERATOR. FACE
l 05 012' QMC NTEn MM TOP CLOSURE `
SJOE GATE �j (EERPPS PS SCNWEWs FOR GA R.
STORM DRAIN BEDDING
DPW ENG
ts•a15• LCl'AOCN. -
✓ EL. Y9,MIS _ NOTE: USE CLASS B BEDDING. FOR STORM DRAIN PIPE
B
d� 9Y.41 TRENCH WWDN AN B + 24•. FOR STORM NOTES:
18' PIPE TVE''�O DRAIN PIPE, CLASS B BEDDING EXTENDS I. ALL STEEL USED FOR THE CONSTRUCTION OF THE TRASHRACK
LIP TO NE PARE SPRINGLINE ONLY. SHALL BE HOT DIP GALVANIZED AFTER MELDING AND FABRICATION.
S1.' ,nL ' EL 78.00 2. CONTRACTOR SHALL FIELD VERIFY ALL INLET STRUCTURE
Y5.'d Of MEASUREMENTS PRIOR TO CONSTRUCTION OF TRASHRACK.
CUTOFF COLLAR EMBED -bbb"' n u'
12' MIN. INTO EXIST. EARN L_g 3. TRASHRACK TO BE CONSTRUCTED IN TWO SEPARATE SECTIONS.
BOTTOM h SIDES OF FRENCH 05. 1y012' .TYP,
.ALL STEEL IN TRASHRACN i0 BE a-
-—
J6.[%TRLOAsft W 4
6" CtA�S B STEP
05 o Az —;� TRASHRACK PLAN
_ NEOONG MATERIAL O SCALE: 3/8•=1'-0'
OVERFLOW SPILLWAY SECTION - NOT TO TO SCALE A
PROFILE OF OUTLET PIPE AND STRUCTURE
1"=30' HORIZ.
1'AN5' ART. ,•
DLIMY[O NIOWpr1E
WWII A MaW SIYL STO
TYPICAL
STEP INSTULATI"
NO,NNNAAAA FOR BAN STEPS
/ BE N E R AL ND-C_
MANHOLE STEP DETAILS
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
ON 534-6700
CALL 2 BU81NESS DAYS M ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
,,gyp MEMBER UTILITIES.
M't
3
3
€9V�(AI{L
syA A
Awm NA
City of Fort Collins. Colorado
UTMAY PLAN APPROVAL
APPROVED-
01actar of Engumerang Date
CHECKED BY'.
Water h Ivawater UWity Data
CHECKED BY'. -
stPrmWater Lu y Date
CHECKED BY
PvYe h ION creatiop pale
GTECKED BY'.
Date
CHEC/.EO By _
sr..LUS CHIT
OR4WM o[MarcD- olcG�p- Engineering Consultants STONERIDGE P.U.D.
MAY I_NA �T�g4 OVERALL SITE GENERAL DRAINAGE DETAILS 3 3
NO BY I DATE I REVISION DESCRIPTION APPROVED OAT PROJEC, NC.