HomeMy WebLinkAboutPOUDRE TRAIL UNDERPASS AT STERLINGS TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-22g� ..t.r
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GENERAL NOTES
I
1. ALL WOK AMU BE DONE TO TS SiA� SPECIFIGTIC#D P0R
r IM AND Ot TERDIVISION OP 11100MAYS.
\ . \ STATE OF COLORADO. 1906 wrrion.
', y `• \ 1. CCEICRlfE CLEAR COVER SMALL BE 2" UMiSS OTHERWISE
00
.� • DESIORTID.
_ �• �' . 35 �- I 3. ALL WavelD CONCRETE ROM OWL RAVE 3/4" CHANFIR.
♦. ALL EXPOSED CONCRETE SURFACES TO ROMM REPOSED AOGEMQATE
! ?' FINISH (BASE DID) OR ltl m FINISH (ALT. A). SEE NM 2.
p +! SNQT 4. ALL &RAID CONCRETL SURFACES SNAIL RHIDZIYE A CLASS
t i
4 • \ I FDREE.
w�y
� *� is - I s, � , ' ��� � • �
` 9 5. ALL 21MINOWTIONE RF THE GEOLOGY "REPORT OF A CHOTECHNICAL
'� �� w ► +•p- - W13TIGATION FOR POUDRH TRAIL UDWASE AT STEHLINGf_'-PORT
comm GOLORADO" BY EMPIRE LABORATORIES. PROJECT MO 6660-
v " r f�� �• �, 17, SMALL BE COMPLIED WITH.
k\ ` ', \ '�-' �.cs . i'• -;, 6. THE TYPE. SIZE, LOCATION AND NUMBER OF AFL KNOBE UNDERGROUND
l UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT
i..` :- • i�i SHALL HE1THERESPOIISIBILITY OF THE CONTRACTOR TO VERIFY THE
.
r EXISTOICE AND LOCATION OF ALL UDOGRO UTILITEES At
THE ROM OF THE WORK. ENGIIRR HAS A LISTING OF KNOW AF-
t'r J FBCTED UTILITIES. BEFORE COMMENCING NEW CONSTRUCTION, THE
V
CONTRACTOR S"L.L DE RESPONSIBLE FOR UNKNOWN UNDERGROUND
tTILITIES.
7. PRIOR TO THE CO9NBNCN®M! Of ANY SIG N Ts CONTRACTOR
.R .; . i .,: •r \ i _ •_ M AU CONTACT ALL UTILITIES TO COMMON SCHKiRiS. Ate THE
CITY FORESTER TO SCNEWLE A SITE INSPICIL OF ANY TRHE
,•. •� r " „ - - (� REMOVAL REQUIRING A PBRNQT.
( f �.
2 t. DISTUR&ED AREAS AND 30' WIDE ROADWAY SIDE !LOPES TO HE TOP
w ` SOILED TO A DEPTH OF 6 INCHES. TOPSOIL TO It SUPPLIED NY
STERLING SAND AND GRAVEL AND HAULED AND PLACED BY CONTRACTOR
FROM SITE APPROXIMATELY OR -QUARTER MILE MOM OF PROJECT
u]1n SITE. HYDROSEID)ING AND HYDROFERTILIZINC WILL DE REQUIRED FOR
9- APIHOOIIMATELY 0.5 ACRES USING FOLLOWING TYPES AND RATES:
NfD-ISEtmm IENDU081'-TO.EEAIT TU P MIX:
` OOIBRFE NAME LBR/AOBE ZRIL TY IUGED IVAnC E
1. Fairway Created Wheat 12.0 (lOf) K.0 17
91r�rNe n. 2. Kentucky Bluegrass Gammon 8.4 (72) 93.3 67
3. Lincoln Smooth &rose 32.0 USE) 96.5 M
c 1 4. Streambook Whastgreas 32.0 USE) 99.5 94
S. Western Whestgress 25.0 (M) 93.3 as
6 A 6. Wildflowers 15.6 (13E) 83.3 90
alfalfa (39)
a M ti after (a)
clever (2t)
A • 1 ;� ereun+stck (22)
��• � D blue flan (2X)
Lupiaaa (2E)
h`
123 lbs/acre total application
M ULCNING MATIRIAL: I TON PER ACRR OP NVERANUCALJ.Y APPLIED NATM
OMANR HAY MNRAM CONTAINING A NON -TONIC, ORGANIC TAC[IFM. TACK -
Pa EVDRANH.IC MUUH TO K INCI,IRNm IN TK COST Of THE WOK.
COMMINCIAL FERTILIZER 03-16-24) UVAILAMIi X1A/A1M
urnow 13 . bs
3` r .1 '. PHOSPHORUS 16 Bo
F , 1 " ! i PIrTASsiuN 24 120
9. THE CITY OF FORT COLLINS, PARES A RECREATION WILL PROVIDE
THE ALUMINIUM STRUCTURAL PLATE U DQTASS
.} .- 0") An WILL DELIVER TO THE SITE FOl CONTRACTOR TO ERECT
WHEN &CODING PREPARATION IS COMPLETE. PROVIDE ONE WEEK'S
ie-ter NOTICE TO CITY ON SCHEDULED DELIVERY. CWTINCTOR TO FURNISE
LABOR AND sQUIPMET TO CIMAAD PIPE. PIPE SHALL. NOT K
ERECTED UTIL SEEDING HAS BEEN APPROVED BY ENGINEER.
10. STERLING COMPANIES WILL PROVIDE THE POIA MING MATERIALS ARID
;- SERVICES (CONTACT MR. MIKE REFER, MGR. AT 482-7854):
- Removal of treas and stump indicated on *beat 2.
- Site for disposal of removed existing trail as
phalt (haul 1.0 mile directly want of Taft Hill
Road Trail Parking)
Additional top aoil required for roadway _side
slopes and site reclamation.
All roadway fill notarial and any special under
peas baekfill material that may be required.
i
I1. ALL ITDffi LISTED AS To R�iAtit
?aPOWN&Y OF CITY of TIOM of
STERLING COMPANIES ISH.RSS 61"NorLRF sum.
77
I
.�, + ''' >.��+. � ... �: YMa, .-� { d.'. lx�p, ,+. -,N� p�.i, :,� 1 .�u;a-".•k ..I`- .; • '� .x F . }�+
Is
/QS g11,1d rh
SUMMARY OF Q UANTMES
Mtww_ oaCOW"
201 CLEARING AND GRUBBING
202 REMOVAL OF TREE AND STUMP
202 REMOVAL OF ASPHALT MAT
*202 RAMAL Of FIDlCE
203 MGL*JMNMENI' MATERIAL (MAUL AND COMPACTION)
(IN PLACE C.Y.)
203 UNCLASSIFIED EXCAVATION
207 STOCKPILE TOPSOIL (RAUL)
207 TOPSOIL (HAUL AND�PLACE)
(IN PLACE C.Y.)
210 RESET PENCE
210 MODIFY MANHOLE
212 SEEDING (NATIVE)
212 FERTILIZER
213 MULCHING
304 AGGREGATE BASE COURSE (CLASS 5)(HAUL AND PLACE)
(IN PLACE TONS)
403 NOT BITUMINOUS PAVEMENT (GRADING EX)
510 STRUCTURAL PLATE ARCH PIPE (12'-1"XIII-0")
(INSTALL ONLY)
601 CONCRETE CLASS A (WALL) (SPECIAL)
602 REINFORCING STEEL
603 20 INCH CORRUGATED STEEL PIPE (WITR.BAND)
606 GUARD RAIL (TYPE 3)
**607 PENCE WOOD (SPECIAL)
607 40 FOOT GATE DOUBLE (CHAIN LINE)
614 SICNiS (COMPLETE IN PLACE)
626 MOBILIZATION
627 PAVEMENT MAKING
* INCLUDRS EXISTING GATE
** INCLUDES NEW GATES
Nis Above estimated quantities are and may
reflect actual project caMitiems. Contractor is responsible for
providing documentation for eatoal in place quantities to support
monthly payment applications.
QTY.
YMa
I
L.S.
I
U.
178
S.Y.
226
L.P.
7607
C.T.
129
C.Y.
634
C.Y.
C.Y.
113
I
EA.
63
Lt.
130
I.B.
.5
2010
794
TON
78
TCHI
1
EA.
s0
C.Y.
4150
M
20
L.P.
420
L.P.
95
L.P.
6
*L
MWX
SHT, NOW DESCRIPTION
1 WE DEVELOPMENT PLAN
2 GRADWO AND DRAINAGE PLAN
3 ROADWAY PLAN AND PROFILE
4 MISCELLANEOUS DETAILS
fiy:,Y
sort
\ /
» / —� \ /~v x N seIMCE (to 0
ASAW00HOP)
oso"I50 O
vvw i =20.
1PAWL *1
--� —
/ / Frgkcrz is USED As / -- -- - <CENTEK N
A GOIJTRoL. L.IW YELLIOW �\ \ 12 - I w It'- o So Rorie. AwmiNUm
/ OtA1C111[I, S 8704H' 14"W x STLiPE 0WPElEPA LL. CO" 314. 6)CULAR
E I'.t% FOMCE ALIC MVW'T
i
• �� � WESTCFt•i -�
\ I • Ty. Z_ _AIL CATO
! ` u*5MIN 2-[AIL :ENCE » Ij ( / �\
..../INsecr mNc. BArCELs To
/ RANSE gyAST. EccEwIrIC coNE
TO =06 PEE MY Of P(
( scustiomcs. rol Et.=r
I \ Evi-A. run EL.-9R
N FrcNCE
i �� i E FEsF n
GPIo coocotNaTEs
N 1• •I►. MY N 5Ot0.5'13 / 40 DCUSLE �— _� v. • 150.00 •' C-C
E 50 1'I.035 / �_ /�) GA?E // (1. OICD= 30.00 / / / 1 CIA. Mll
Its
no. ed
\ *• T1111:1.,v �..../ / i /� �—I I , TAN.• t5.0 1 � 11•
/71
"A-WEL I \,-,e t, ) � ( 6.
1AO �- ti� / I�. i> r► ' `� AL�IG �!P!T �. FE \ �_ / / i
NiMw !i' lwno postsi I I
J l
� �/
� j+ / !/ �j�OPIU5 • ISO. cd TYPICAL MIL SECTION
cmp. 35.00, mot FvM.r
A. ISO Z'S' se" All lumber, Mo fir= $ha11 be treated with cca (chrearted copper srsmtej
E-MAIL » WEYft[tJ L.EN6TH• 35.06' ? 1a CMAaap with AIRA Stallard C-2. A minimal of 0.40 P Per cY. it.
/ FEfltO EESE'r TO 1� L--RAIL CIIfE
6)(IS( FENCE +j \ 1ANGENT'i 1.6Z' �r� of preservative shad beretNaed afar tre+taent•
,.r `�f•/ / \ f t� AAv'9 s" OIA. MIL
/ Jam✓'% '�= iwA A -�J MCI. 51.LG'
�f
l / tl•IGTN• 32. I I � <....-- ter.- -..}-+--- � r: t— � a"O°ir t
ENT~ 16.48' \ ,»:,R,•N...»
TYPICAL Dh0► Iwo �iKMNILY `tNii11 S1bEMIL
Concrete
I FGNCI"s IS LISSD AS \�'/ '/� / '•� ---- — --�-- e e Typical C+te
A CONTROL, UWE / �� \ /
wr ~�
(�» DGAICMJC = S'SC • 06' Z7'E � / � _�_ T �w � • MS. 11�M/1 Is
Gale aad out is to be lot RIN
t is eete. Koo IRIS
_►.- _---. �I�l , — _i / wlll{asr 30 concrete around Past. GLVANIM W40W
I
� NYTS/M�S
N N \ 40' DOUBLE GATE WESTERN 2 RAIL FENCE E �'3AT�
+ TEAS 'rKEE ? STUrtIP \
J1 N.1.5.
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+�
M
met
[LN do utpe SHE T
'RAW`N OfSI3NEO CHECKED
•� fits-1•ss� �Y � � COLLINS
µ, ICelts" MAP 01VOian tYEiMET P1A
Fort! CnC*000" •SCowes"VON. �
APPROVED DATE PROJECT NO. s� )O • •s • LIN3 �3
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ac �EmoV I
5,(rczUW. PA111"
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Oveadra}3 to be tom) r-Naa per COM Standard M-606-1.
00
II /
Timber pert and blocking to be 6"a#1" standard number 1 wast eemrt
doeglae fir and larch. met cosat hemlock or southern pima. N
/ \ dismission perpendicular to roadway.
Alternate guardrail to replace r-beam with 4 :14 somiaal treated
(mo. 1 select) tiuber railing belted similar to detail above but
vithout 601id" blocking.
I � /
hits •rm e i SUMP \
To " 0F110%WD 1
.at COMMA
MM
WKE FM TO NAVE 1 % CRO44-OADM
NAAIMX ' ccrr
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0-1c ee TO 6E camovEG
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DRAWN DESIGNED CHECKED
AVWOVED DATE PROJECT No.
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