HomeMy WebLinkAboutLot Certifications - 11/18/1999 (3)STEWART&ASSOCIATES
Consulting Engineers and Surveyors
November 12, 1999
Mr. Jay Barber
Stormwater Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522-0580
Dear Jay,
STORMWATER
RECEIVED
NOV 12to
re: 1902 Langshire Drive - Lot 53 Fairbrooke Hts. P.U.D. P°`"' a i9z92�
re: 1908 Langshire Drive - Lot 54 Fairbrooke Hts. P.U.D.
We have surveyed the as -built elevations of the grading, and floor elevations on the two
residences constructed by Pitner Homes, Ltd., (Rick Pitner).
The lot grading is in substantial compliance with the grading shown on the approved plan
and the floor grades are above the minimum elevations indicated on the approved plan.
The apparent high water line of the detention pond behind the lots is at elevation 5111, so
the lowest floors are several feet above the highest water.
I have attached site plans of each lot which show the surveyed grades, and also attached is
a copy of the approved grading plan.
Please call if you have any questions.
Sincerely,
4
6�+4�u
�►� 4�502
Phillip I. Robinson, P.E. & L.S.
PIRJmeh 1
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
AS f3UI LT GF?/---) f--�?/N GT r�7LAN
190Z LANG-5 -qI z7 LEDR1VE
LOT 53 F,� 1RF3I?00,'�C /-1E/G1-17'-5 P. U.D.
OUICEPER- FITNElZ HOnaES (:TD
RIcK prTNEX - 910- 6'86 - 8755
SCALE ;. /
z6S iz6.z9' i
16.7
N
GAR, pLOOQ
\j, 27. 6 6.. 19.7
-7-1 I a
� x 13SM j, ...FLOOR
te
27.1 x 16,¢
\ 109, lq-'
1
rn -
AS G UtLT Gfz/a DES .SUKUEyED.
_. /// 8/97
-5TEi✓/4,?T &�— 145SOGATES
-------- ----- - .. . .... ... - ------ ---
I>A J v
i - 3 - o -
1
NI
Z7.1
\�JAUKO V-T-
- MT.--FL'00/,Z--
-AA-644) —FLOOrV
zolo?
— — —�Je
7 /01 • ¢5• ZO, 4-
A5,901LT (:54;z1`?t7E5
///(5 /99
5UT-7 VE YEP -
15.5;
-5TEEWI�f77 4-
- By
ell �—•r�.,.�.'�� .+Ssj`+6 +�.. v"p"',ISt•$
t ti 1\�vEy ArQI
.�
Opit
21;
M
L.' a {L`.—I.. / ,a. Nil
___ ,: _ A�...•s�
I
N
J
—
�
f
J
O
r
W
I
TRo Revisions 8 Dots
1 gWMI@RV' W W. SPOT DMTIONS * MDM Len la» a a-EO
I!Y
se
x RaNa Im wDKc. Lan xy u.v n
ec
---
- --- -
rcETMu DE PMELIc AMC RETUNED WUENEKN .DSS ALE
OIPOSIM a S TO EAOSbN BY OUNOI OR OTURBNKE OF KCETATON
SPELL K Lurm r0 ME ,REA RECWm FOR 1WIEDATE 0ON5o UC110N
OPEP1rfNi AND FOR THE tPORTIEST NVCNUL PERIm 0E DIME.
x, m OAK mll➢ATNc OBRmW GRWN: ANY O6TIRBm AREAS MT W RAI H
RiWS MALL REQUIRE TEMPORARY W1TIUKW IN ME YEAH OF CROP GRASS.
S MS. THE PROPERTY SMALL K MAINTAINED Mq Arz /OR WREO TO
MRENT WNO-CHASE➢ EAGLON. uP11wORN CRRArpMS WILL Of DISCONTINUED
NNER FNEME pKr S MIREANTLr NPACTI3 AOYGENT PRWERIES, a EMfMNMN
Is (oMPUVTE KA D6LCIONUm AND MAST rW THE MECONTINUES TO CREATE•^ TbKSMS THE LYKa/oEKLCPER yF41 IMMEDIATELY WSDNn IGTM
ME SYRES NO CORRECT DAMAGE Tc ACYCENT PROPERTIES.
oWl(a/pET(LCSa SSTALLIM ANY'ATT w L PRAD NONAL DUST ABENN0
ER THE XI EOMPoL MEAAURES CLEARED NEESSAarOFF THE CM MCNEER. SHOULD
0WOHIK KCESSOME MLM.
S. AL RECOMUCMATILWS OF ME FwL GIMP AND 111010KM COMETq PWI AND
SEUM ra Ta6 Ofl4MA2NT MML X COMPMm nM.
6. 4L TAWOVRF MO PERMANENT EFOSOw NO wE w CONTROL PRACTICES
s ul K MWa o MD KPAWID BT WE QHp1 OURwO M comMuc TCM
PHASE a NEEDED TO ASSURE CONFINED PERTORWK[ M ME INTENDED
FUwKf ON.
7. ALL TEYPCMRF ER3CH AND SEDIMENT CONTROL MEASURES SMALL BE RM040
AM DISPOSED M WNNN b PETS Y R YHA_ WE STA&UZATKM IS K.WMD, M
PEER ME TEMPORARY NASUKS AM NO LONGER NEEMO, WHANEVLR OCCURS
ENTRY I.
TYPICAL LOT GRADING -
dame \ !
almommom; IJ� iou. rM M
f' INS
m _7711
r/
fE RD.M
p _- MOO MINIMUM lOP NI fO LEVATRN ELEVATION
g NyA.• ` \ 1 E CIVIL. �I - -ate \ \` MOO. MINIMUM OPCNAAIG CLEVAN(N
1 JIL
--
' a ;PIdL n _
.tea mv- ) ) 1�
• r a 35 1 r36r 37 ---- Bi"
A K
I tin h1
NPnd_
S F •inn 'I !. / ) / � '/ I Ty• /. �/{ -` //OVERLOT OAA13M NOTES
I. Al UP5 SKIA sTcn4 K w rR.O . rANAru , Nas nN L OM FMn ° MAY+1r 0
n.TMO vu1T r0 IDIOM EMKWIT W NE FORMATION
• •• / / AN. RIAU K A THE ARm AMINA MICYHF DE LOKR EW OF I QVH3 ON 01n PREUT NAY IN
•/ % w mM.007111 lT� L°'N'0 mL RIMTEEWE MA7n M Lwc 4AW
61K ERYM TRADITION riKLRE NINE DE AHED VNS 9KL K B.
_ a &IOF4rwnMTRPW K�w .
I'm EXAN M run K IT P TwGm TNW K Lv4AclIn w apo. I
_ RATR SWnII �.
L N. _ _____ i - _ gN=bXA�. a s ALK PTTwn.R„ MNMW ar.PE E n m ME
M 1 _ _ _ RUNT mNMn �T0
sK HOUNA n .mNUD AT Im M M ro^w.` s,. cENmL..
W°,Po`NIX m PrEla.rM
FOUOL uN ARAN AK BASED ON A !;cAIO
N "ONDED
mew MKXKMr
/ nw1O.M rMWO.aAI FIT
w m AR_ / / ww�IN G Fn IuuAP MIAMI TILT r MR r fw1 s ," " nn CREI
—^) V ar� I/ arsrm .w �i+ CNL LITERN' NOIIHGTWN
cU"U" OF 001. m
PLEA3ANf VALLEY d LAIC
�y 7 8�0iJ0� 9Q2�2/-�/1�887
Mcv:P •. � /II.I _ M �-VI00 DMIER
LM[ \ \ �� GMT. N W'O CAP REF�MEE YOU MG. GRUI OR duW.TE
rVrPa M •tilHI Ru\ir rU \ Q-' FOR THE ANTI ,G E UNDERGROUND
MINOR URrl I
NORTHERN ENGINEERING SERVICESI PEa)ect 9537.00 Pri nl Dale:
420 SOUTH H011FS S'QEPE 202, Pf. COLA n CO)DRADO 80521 ) .SCALE: YWSD•
DESIGNER ICHECKED
• (970) 221-4159 DRAFTSMA:ACADR73 PREPARFD:04-02
PBMArlR+T Vl AT VIPVI .ATSEKJ6
RELYIuuENUEO SEm .M. U .AND r.\STJHE Im
APPUCAPON PUT
rpux/ ORASS OUL 0_150/AC
BRDADCK m wl/AD
PKcullne PLANTING DATE' OCT A MAY 15
r C0�1'e�s'TRUO�TIaIIN L�O�F'ar
YYNAYM ---
Ins m M r°.r NATMt K
I v.nMnmNlMa:. - -_
LEGEND _
�.......•• EXASEING STORM SEWER
PROPOSED STORM SEWER
EXISTING STORM DRNNAGE INLET
o-® PROPOSED STORM DRAINAGE INLET
PROPOSED CONTOUR
N EX5TENG CONTOUR
PROPERTY 90UNDNEY
{ ORIPAAP OUTLET PROTECTION
(SEE DETAIL SHEET 13)
-♦ ®GRAVEL INLET INTER
(SEE OLT)t SHEET 13)
O. (SEE DETAIL BSIHEET PROTECTION
$F 13)
(SCE DEEA1L SHEET 13)
COVER CROP W/ MULCH
C (ENTIRE sm Nor IN ROUGH co
ROADS. EXCLUDING POND a P/hL)
i
DEN(ITES WALK -OUT flASEMEM
%j
rJ(JFR�
C RAPMC SCALE
6O D so IM 15
N FEET)
m R.
NOTc FOR US,GS. DOWN ADD 51M To NL smT aBvrMNs
PRO.EOT BE JCFMARIC:
PRQKCT BENCHMARK Is THE NORMGtt PoNNET BMT ON ME
ME TIMPANI LOCATED AT WE SOUTHKST CORKEN OF BEST
PROSPECT POINT AND CELMRWOOD DRIVE EIN..]ry.01
CT6 APPROVAL BLOCK:
15)1"ill"
PPA m:
CKCKm M
MA
— MAE
ERCNm M
dii7ME � �
qn�-
CHOOKmM
rrllWus�
o-N
Sheet
FAfftBROOKE HEIGHTS P.U.D. 8
FINAL GRADING AND
EROSION CONTROL PLAN Sheets