HomeMy WebLinkAboutSite Certifications - 10/24/1996STEWART&ASSOCIATES
Consulting Engineers and Surveyors
October 7, 1996
Mr. Glen Schlueter
Storm Water Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522
Dear Glen,
STORMWATER
RECEIVED
OCT 0 8 1996
This is regarding Evergreen-Park=Second=Filing,_Phase_I-Development. On behalf of the
contractor, Classic Custom Builders, Inc., I am requesting the release of escrow money that was
required May 7, 1993. Jean Pakech has researched this matter and determined the escrow has
not been released.
The enclosed copy of the letter dated May 3, 1993 which listed the items needing escrowed
was agreed to by Classic Custom Builders and by you.
The following is an explanation of each item and they are shown on the enclosed copy of the
Phase One Grading Plan.
Item one is a two foot wide concrete pan required along the rear property line between Lots
14 thru 22 and Lots 23 thru 31, Block 4, and between Lots 12 and 13 facing Foxtail Street and
Lot 13 facing Sugarpine Street. The length of pan was to be 795 lineal feet and the estimated
cost was $4,925 and the escrow amount was $7,387.50. 345 lineal feet of pan was constructed
and certified on the enclosed certification plan dated December 14, 1994. The grading plan for
Lots 27 thru 30, Block 4 was revised to have the storm water from Lots 15 thru 19 drain along
the side lot lines of Lots 27 thru 30 to Brewer Drive. The revised drainage plan was also certified
on the enclosed plat dated December 14, 1994. Lots 14 and 31, Block 4 were graded to drain to
the rear yard swale between Lots 1 thru 12 and Lots 31 thru. 39, Block 4. That swale was
certified August 6, 1996 and Lot 31 was also certified August 6 1996. Therefore the $7,387.50
should be released at this time.
Item two is for a percolation/infiltration drain that was required along the rear of Lots 10 and
11, Block 1. The "French Drain". was required along with a retaining wall because these two lots
had been built on and graded by a previous contractor and their rear yards were lower than the
pan to be constructed on Lots 7 and 8, Block 1. The estimated cost was $1,562.50 and the
escrow amount was $2,343.75. The "French Drain" and the retaining wall and the drain pan were
constructed in 1993. The rear yards of Lots 10 and 11, Block 1 do not have any evidence of
ponding and the lawn is in good shape. Therefore the $2,343.75 should be released at this time.
James H. Stewart
and Associates,. Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
970/482-9331
Fax 970/482-9382
Item three was grading on Lot 9, Block 1 in order to have the rear yard meet the existing pan.
The grading was done and the existing lawn is in good shape. There was no escrow for this
grading.
All of the drainage facilities that were guaranteed through escrow money are existing and look
to have been maintained properly. They have been existing for approximately three years and
there are no apparent drainage problems.
Thank you for your assistance in this matter by releasing the escrow as soon as possible. If
you have any questions, please call.
Sincerely,
@ ��p 01 KC
Chi., G�' <
Richard A. Rutherford P.E. & L. S.L/ ®2 8
President . A g,
ITC
enclosures
cc: Classic Custom Builders, Inc.
AUG- 6-96 TUE 14:08 P.02
t7
e.9 Veyel
a
`CLASSIC CUSTOM
e.,
L �` UI� y,t ,f{ ` . BUILDERS,7.
Iric.
City of Fort Collins ay~5,,1993
Storm Water Department �.
Attn: Glen Schlueter
re: Evergreen•Park Second Filing Phase I Development
Dear Glen,
Please .note the following punch list items-.ClassicCustom Builders
agrees -to accept responsibility -to. compete/correct':
1) 795 linear.feet of drain pan south border of. Phase One,
west of.Sugarpine street.. This is_to be -completed in conjunction
with Phase Two.. -
cost: $4,925.00, please find escrow check fq.r 7367.50.'
2) Percolation, drain at east border of development.- This is
scheduled to be completed the week'of 5/10/93 - 5/14/
cost-: '$1,562.50, please find escrow -check for 343.75.
3) Correct, grade west side, of 1401 5hortleaf street,,lot 9, to
meet grade of drain. pan-installed'at east border of development.
Than 'You;
Gregcott,,Const.
Class c Custom'Builder
i
T- a' rot
. -;s.,
'Y 1 WATERLINE CASEMEENT-ti•e'�.-b-�.. y c•e CITY OE MEUT %ryT I 13' EASCYCM I S •' V V \ •,%y 1
COR RIPRAP OEEAIL } /WAIERUNE YN Jf I bye. b y4 ALL\ r 6 ^j(b'y ` W ir ` 0 ,
SEE SUMMARY THIS SHEET -
i LIMIT of EXST. •e - Ir' - T'" BLOCTK FOUR F _ Y /-
CURB. CURER _ r:_ -� _ _ i �. _ IT
{`•' • 54' R.O.V. I EL 6{RO 0 I I '- - ;z Wxf / y f TI
m' e' I __ - �< /' CURB CNASE e_ RRRAIgN MC O CgICBR[ /6]D-V e1 ��J / / 5 . _l-I R °' q••_
���y.�� n♦12
n a °A 13 SNT. DETAIL r �RCYOV P (J Y[NW - �y5 /qbj /kl66']" L R �� �65.1 \
1 CIMRI CLx[Y �/��) I RY[ P
a,PIN
DEPTH I ACCESS ROAD 'ELOWUNC EL - 6{.16 1 rY• ..`! 1 E L] 2 E -L � / 'l _
TRANSITION CON[. PAN - OSLC •�� / Y /+//'/�\ i .J
A. I INTO SAKI CURB. CUTTER y . °.. _ 1' ;x. , •% '\. I ;Or=68. \ _ `` r `S 1 pr by
BY BREAKING OUT BACK I DeL IY UTILITY k PUBLIC!
u SI6[SLOP[S It GYP ' OF CURB SECTION AND 4 1 I` ACCESS EASEMENT L[
PETER SLOPE O.SX rry WATCHING THE CLOWONC I I'• rJ /� ipE=6]. / b!' "4{
, OF PAN TO THAT OF THE I : I I ! U _ I p �$ / / 7
GUTTER. USE SIDEWALK LE
I i E 1 I CHASE DETAIL FOR
- 1 R CONSTRUCTION. SEC BM
i \ g CE MAY BALL RMRYMM TO
DETAIL SHECI { ON /
/r t E CONSTRUCTIOF THE VALLEY PAR y y ' I .FT1 0 5 �B -�
F P4[[ AIM GRAVEL FILTER AFTER `
d I[C IMMET" Or VALLEY PAN. REMOVE 6 h� 1,A 1 L 65
Y. M CC ROa+TIOH IS COMPLETE AND uStuEwf"- \y /1 ; \\ \ i%�y �♦�
SECTION B S[ELOEtAIL 1 F 5 D[MTAINIM IS NO m"GER K CONCERN. y/
H.w
T.
2 r h t o// M1r
i9-:Gr"YAr/
.�a�
11 SLOPE OF CKSI CURB. fi IA P I a.wC 6EASEMENT r �~ E ,.^• /P a $� y/ `q}/ / / /\y\� b
CUTTER = 0.3% TO A I ��] ] A•` / M // TOF=6). '/_7 + - ee[sse _ ...
INLETS IN CONIFER I -
STREET.
rECt
O
..m. - o,r: �-�(•x rWC ..m... 1 i 29 // %/ ���'` y / i�'•1/ q7V / IOF=66. / N
"'�•""�•'•'�" 'YC 141, I I ITT. I'EXST. CURB = 63.35 K4c WILL BE GRA CD SO / IAIAC % 64 q� IN THIS PHASE /�
y l:nlleRAMOFA I 1 1 I' 1 HALF Or TN BLOCK WILL /y. y`}
I I \ 'K4 DRAIN TO T E TANS 2 ® I c / ,/ Q
=•-I s I I,I f PROVIDED. / O.uC ✓ /
111 Fly, 26 \• ../
r."'.:�� I' C I 'MALL x •4(vy,�
\ / \ `
to AT, u.Ln. 'ti I .I .'I ! IL CKSI. CURB = 65.06 �� e[[y` °I/) 25
boo'"k FL
1 / VALLEY PAN' V UTEDY 2, • • •/ E•
•". V.. G•'c b.•-..fN wL•• / ° I I SEE 0[TAII I E.LSENEM
PABjo
EXST. CURB = 62.80 THIS SHY. NEIGHBORS TRO [( I[- / 23
/ ' G5-ADJAC6
.�....W F-. • /]r/,Y ( // 3x YARD b 2'1 p= EL CHANGE FROM PAH FLOWLIHE
m.; `-4• Iwn. aL.A /i / 1 Y/ 1 • $COIL MIN. r' TO EXIST. EL. IN ADJACCNT YARD. \�- \ ` CURB CNAS
"•�i-' _.I J•t.:.»,.J rr /F ] ,..-/ DETAIL SIFT
.�.....• p CONNECT WALL 10 VALLEY_ PAH MMM O WALL BEWW GRAIN /
If 1 W/03 REBAR, 6. ONE TO 3 TO K IS `\
!LC%Si. CURB = 62.60 PENETRATION INTO EACH STRUCTURE CONSTRUCT PERCOLANONJINFILTRATION
DRAIN. USING 3/4• TO I WASHED /
ROCK. EXCAVATE BOTTOM OF DRAIN
BEYOND LIMITS OF DENSE SAND. INTO RACE MAY MIE Bell POOR 10 /
NATURAL PIT RUN MATE L 1NE CONSIIIVCIMM OF THE VALLEY PAN.
W, KINSALE WIN COUNSEL FILTER AFTER
/COMPLETIONM M
EEREVSIT VALLEY PAN. COMPLETE
AN
0(PTN YAR[511I OI[ ONE[ R[Y[OCIAIN)M K COYPI[1( MO SVYW
EASEMENT \ PROP. UN[
THIS LDr WILL BE
RM[D Ixro ru¢r rM.
-� ''•AKI flu111IXMG MALL
/ /VAYAY YCIIon.
I
EVERGREEN PARK
i 2nd FILM
EXISTING HOMES
o JUE
O. `LC�
6' EASEMENT
Y
END ON TRAM WON TO V 'I PAN
(p - -AN IN TRANSITION ro r
rr%rH[n.
INSTALL WALK
/[tie CHaS[ SEC DETAIL SHY. {
THIS Or PAUL B[ BRA[
iS . AIUT PAN.
t ] CONSTRUCT RADIUS TO
COMPLETE ISLAND.
ZIP. or
`BE
FFRbNE `
LIMIT OF C%ST. STREET. «NL
PLACE MY SAL[ BMRI(R PRIOR IO
T AU ix 4v Ea♦Firy '14r ( vq
TE
ALL. 14A of DWce..Le• /Ctf
E°OSIM PROTECTION
SU Y
1-4e4M8Vl/M' V[x. we•e.
PCLCASC I1
Y ECU
V
La
YFscA+.Aff.(�..tcM1 �-.r
E
E A'
R a
15•
1
C
E r'
IB 0•
16 6•
SEDIMENTATION "IS -MO i0N6W -A COX[[ - rIONS MlL [MILL
{I v LN[ MCVXIUSLY IIAiI[ •I � •I.
/ RO.W. MO EASEMENT'
/ SECTION a Nem(D; PBDWo[ nY. k'iiUYp/ 65
/ R E%SL CURB = 6330 A P,^ MTCN all COxNCR SIRE :
VALLEY PAN Nf
/ / / N.T.S. I 1v[LNx [oiowtY �I 2^`c','••yia'ar@{FpL
[UPS. WIICR / i' YARD SLOP[ (OR TIRE MC[55. B[IN I
nx. zx Bu%i reoY rIW unrs �� ,+: 5028 1;3
V ILL' VWD sr c CONCRETE naCJl/ r-P 1--dr V4'^ PAN RIPRA
Or wcAMO[ aR[R I
I DETAIL
MTEI 51% By BY. OF AIIRM MIXTURE SMALL BE ,•' •a-E"
_ I - S0. THE XCDIM SIZE SSTORY•r„ �.u.0 uu'•`'•,
�// i r`:•i°r°, C!ty D! Forl Collins, CclDnd `} SMTOIED A .0 SIC[ SMA BEE 1.5 HIES syp•IB'
Q� I USE CITY M rMT COLLINS STANDARDS
uE sc EN l ill R:CKST. CURB = BL]6 - ii1'I LI'Tl' PLAN APPROtl•\L
vFOR wwn6N M PIAZZAS.
MA
+
vE' HE
FOBV
{'
_
AP:•pOVE'Jid�N}NY')e.
G-u
I IIII1
t TYPICAL CONCRETE VALLEY PAN
'"
GIA TILT
I I
I
1
t1 N.i.S.
f 0 = 0.5 do. DEPTH = S, PAN PLOWING PULL
I 0 = {J CIS. DEPTH = 5.5- PAN PLOWING PULL W/3.5' TOPPING D 35 w 75
CHECKED BY.
n.... ww.•m Yw. ,/0•
L
IC PoFC K
4 L
Ri
massIxor
TOTAL 0.
1 STEPS: SIZE
THE GIVIEN SIZE
05
35
to
APPRGX La i MAX. SPREAD FROM PAN = ID'3 Scale I = 50'
WASHED ROCK L;N,I OF WAVES i I ' nau. w.�uyuuvr ` M K091W REQUIREMENT$ U3C U!' OF TYPE 11 BEDDING COCA CL. A
• I SECTION 701.09 PER CITY OF I'T. COLLINS STANDARDS W GCD FABRIC,
0. E%SL CURB = 61.30 • rW ALTERNATE SCE VKHREER
VALLEY PAN/CURB AND GUTTER i II
`-� GRAVEL FILTER I'
N.T.S. I"
I
I I
OVERFLOW [Rry RIR.ar I j I iySul I I l
VAlCR40
'I L 33
V VALLEY rW OR f
P.i err• wGD cWe. (BITTER
SIUO. - [% STOR4 OpAIN INLET
WERE SCREEN .I, FL L. _ 58.23
SECTION j --- - --- N.T.S.
CONIFER STREET
EKSTj STORY DRAIN INLET
R. [C - 57J8
i POND LET
INV. EI = 55.56 TRACT •A•
ii
j ( f-CITY DETENTION POND
T
0. A REVISIONS By
�
DRAWN JL DESICHED SHIP DATE AUG 93
CNECRRD'
Vf SCATA i =50' APPROSTA JB) PRO!. 140.93-037
I.FEGEND
CHECKED By W1
-
iI
fIL-LVIIIIIIIII
rLowuNE
...
1R1R-
1>e1l
x ow"Nowly table I
Efvl�3
EXISTING SPOT ELEVATION
I J
NEW SPOT ELEVATION
• ♦ •
;
n 1 hva 1 B.nr/f I➢wr of Ills of 1 3
n I.rf 1100 Y..f berleerr 1
W. 1 CeeIL
I100-Ye Ru,rif 1 PYnafl IPa4t 1
---
[LOW ARROWS
1
1 I Iz-rry PLOD-rraPl I IGeltnetlnn I
R1-v a,
1
1 (ft.) I ILnIn> linen) 1 Icq) 1 ICM11 1 I
i01r66.2
TOP OF FOOTING ELEVATION
I
A I o.x 1 Les 1 e.l 1 a.z 1 R.1 1 9.3 1 I
CONCRETE VALLEY PAN
I
B 1 ]rr I[»uNIP t 2-I 1 1 I I I
13
LOT NUMBER
C _0 x > 1• 17 1 1 0.2 10.73 1[I
_12.5 •_
[1
0 1 1.21 I 9.63 1 I4.3 I 34.1 11 0 I
BASIN BOUNDARY LIRE
•
- . • -•- • --- •_ --- •
J
[ I---- I lfB 1 Ir.[ I Ir 1 O.L 1--- 1 1
BASIN DCSIDNAIION
�
f 1 0.43 1 0.i I to 1 94 1 0.25 1 0.00 1 f I
e.SA[
BASIN AREA
°___ . 1.1t LJ I °______
.
-I1.3
__
l
a H-1 1 I.BI 1 0.]1 1 O.1 1 I2.0 1 0.60 1 2.5 I N I
I 1
a 1-1 1 o.el I 0.a 1 u.1 I m.e I 0.41 1 1.51 1 1
A
BASIN CONCENTRATION POINT
• -♦ • • •
I
J 1---- I 1.6 1 J 1
I •
B-1 I Ltl I 9.23 I 17.1 1 I4.6 I---- 1--- 1 e 1
HAY BAIL BAflfll[RS
10. N.111-LH-u
]. r3 1 1.39 1 17.4 1 16.8 1 3.1 1 20.4 1 S 1
•
•----
1 1
-6 C 1L1 1 If 6 1 B 1
2---
u a A
1. [ I D.n 1 0.a 1 I{.. I II 1 Lz 1 e.5 1 [ 1
TYPICAL MOUSE. CONCRETE DRIVEWAY
PHM♦e .n R-IDa
EET
The Engineering Company EVERGREEN PARK SECOND FILL SHEETS 10 R5H
g $ P Y PHASE ONE GRADING PLAN 4 2
FORT COLLINS, COLOKADO CITY OF FORT COLLINS