HomeMy WebLinkAboutSite Certifications - 12/31/2003HUITTZOLLARS
HUITHOLLARS, INC. - 4582 South Ulster St. I Suite 1303 Denver, CO 80237-2639 303.740.7325 phone 303.224.9997 Fax huitt-zollors.corn '
Tuesday -December 30, 2003
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1111181111111111111111111111111111111111111111I111111111111111 Re:
CITY OF FORT-COLLINS
Engineering Department
281 N. College Avenue r3
Fort Collins, CO 80522-0580
Attention: Inspection Department
Dear Sir or Madam:
Letter of Construction Compliance
MCDONALD'S RESTAURANT
1250 W. Elizabeth Street
City of Fort Collins, CO
HZI JN: 16-0217-01
1
As required by the CITY OF FORT COLLINS, the following shall serve as our "Letter of Construction Compliance"
for the installation of the SITE PAVING AND DRAINAGE for the above noted project.
This "Letter of Construction Compliance" is simply our professional opinion, based on our observation of the
conditions, knowledge, information and beliefs of the work performed on this project. It should be expressly
understood that this letter relieves no other party of any responsibility or obligation that he or she may have
accepted by contract or custom. Our visual observation of the construction performed at the above noted project
was to permit us to render our professional opinion as to whether such work was completed in general compliance
with the approved plans, specifications, applicable laws, codes and ordinances only.
Accordingly, we offer the following°comments:
I
SITE PAVING AND DRAINAGE
1. To the best of our knowledge, information and belief, the SITE PAVING AND DRAINAGE was constructed
within acceptable construction tolerances and in general compliance with the approved plans and specifications
and is, in our professional opinion, in compliance with applicable laws, codes and ordinances.
If you have questions, or would like to discuss the information provided above in greater detail, please feel free to
call. Thanks!
Sincerely,
.E. (CO, IL, PA, WY)
blic: Colorado)
Be
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file: i.I rojll602l7ldocsVoccl22903.doc
2. AIL EXISTING TDFIXiIAPHIc INFORMATION WAS TAMEx FROM A
TCPpfrAPHIC SURVEY DATED 02.2o DI
SUM[ 3. ME CONTRACTOR SHALL M1 ME COMPLETE RESPONSIBILITY FOR
:B CONTROLLING ALL 9LTAVON AND ERYRGN GF ME Rt0.ECt ARE0. USE
JPm[ WHATEKR MEANS NECESSARY INCLUDING. BUT NOT MARY TO,, STARTED
.W STRAW RARE AND)/M SET FENCES. CONTROL MALL COMMENCE AM
\ GRATING AND BE MANINNED THROUGHOUT THE PROJECT UNTL ACCEPTANCE
_ _ _ _ - BAR- _ mM4 BY ME OWNER OR CITY OF FONT COFFEE. THE CONTRACTOR'S _ _ _ _ -
LEGEND RESIONSBILITES INCLUDE AL DESIGN AND IMPLEMENTATION NS REMAINED TO
,4/ I PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER AND/LR CITY
_ OF R. COLLINS MAY, AT THEIR 00 OPTION, DIRECT ME CONTRACTOR W
/ 1 �N.R R AM THEY METHODS ANY DEPGEJflNG OF SILT OR MUD ON NEW ON FASTING
n $ ( yyW TI I — - - — PRLPDRT LINE FAVORITE, STORM MWERS OR $WALES SHALL BE REMOVED AFTER EACH APT PAT AYRs[w tts PEN
/ T I RAIN AND AFFECTED AREAS CLEARD TO THE SATSACTON OF ME OWNER CM nAss/wT['mmnrµr
1 1 WITH Ott OF EMT CgLNS AT ME EXPENSE OF THE CONTRACTOR Hl1�Tf LIARS
`1\ / 'n A All CURB AIOI D LER ELEVATORS ARE RTED OWUNE UNLESS NO
ORIGINALLY PRCIPMED 51 OTHERWY. FINISHED WI AND CURB DEVIATORS SHALL BE fit ABBK
/ MWN-Lbr� Ye. WYrrIR / YtlieM
\ GRADE: PAVFMENM (FILWLINE) FINISH PAVEMENT UNLESS NOIEU OTHERWISE. PROPOSED AREAS
SHALL
ARE
ROOM TO FINISHED TO ' BELOW
OR Of WA S ANDLANDEXCAPE N2A5 SHALL DI 1562 SOUTH UCOLOR 9.DO SUITE 1103
jB �\ I BY THE
AIDEDD i0 6' BROW TOP O WN%5 IRO QIIRS FINISH CflAONC IS C(NVFR, COLORADO BMA]
/ ORIGINALLY PRM05fD SPOT BY THE GENERAL CONTRACTOR. . (io) > >.Us
/ GRAD: PAVEMENT S COACHER PAVEMENT, SMEWALK, CURB A BUTTER M BE REMOVED ALONG /F11/ SII-999>
/ EMOTING PAV ENT TO BE SAWCUM 3OiLW e
/ ALI LINE. NEW PAVEMEM AL
� ORIGINLY RtRtlSED SPJT PUBLIC RIGHTS -OF -WAY (IF APPLICABLE) SHALL BE SINGLE CONTRACTOR [unm: . en,.eA-:ormrs.com
m� TO MATW IX TING PAVEMENT GRAD' S DEWALK SHALL REMOVE TO NEWT JONT IF SAWIDT R WMIx 5 FEET OF A JOINT.
6, ALL FILL AREAS SH 1 BE SCARED EIGHT -INCHES AND RECOMPACTED -
1 - _ _ _.iq_ _ --- AS BUILT SURJETED GORE" TO 95% OF STANDARD PROCTOR DENSITY WIN A MOISTURE CONTENT 12% W A 8
.0 FROM OPTIMUM, UNLESS OTHERWISE DIRECTED BY ME LEOIECHNOAL
ENGINEER. ME LOOK THICKNESS O EACH LAYER M DLL MAMMAL M
m a / ♦Bo.a AB WILT BIANN'ErEo sPgr GRADE
NOT EMCEED BOLT -INCHES. AREAS t0 BE PAVED SNA1L BE EXCATIFED AID
I CONTENT TED TO 95% T STANDARD PROCTOR DENSITY WITH A NgSRRE
GORxt 22S FROM W TMOM UNLESS SME E OMERNY R ME VV`�
/ I YOTEOINICAL ENGNEEft. CONTRACTOR $HALL EMROY THE RE CO1
/ I ALONGGEXISTING PAVRIEHT TO BE SARNT L1TH EEO CAL ENGINEER i0 TEST ALL EMTHNOIM i0 ENSURE COMPIANQ x[rcAV A. Ab rc Real/
ALONG PRWERT LONE. NEW PAVEMENM MM YOSMNICAL REPORT. Fm An aaMWr �i wn-ltY[ARS Ae
WAS* J / I — — _ TO MTN IXsnxG PAVEMENT. AS BUILT TOPOGRAPHIC INFORMATION TAKEN FROM DRAINAGE ], All. MATERIALS AND WORKMMSHIP SHALL BE SUBJECT TO INSFMCnCN BY
LSURVEY PREPARED BY ENGINEERING SERVICE COMPANY, INC. ON THE Ott OF FORT COLLINS MURDERING BERG . ME CITY RESERVES ME �®
\YM4 DECEgBER 24 2ODi TERM TO ACCEPT ON REJECT ANY SUCH MATERIALS AND XC RAMSEUR
I MAT DOES HOT CONFORM TO ITS STANDARDS AID SPECIFICATIONS
I /-SIP WIw I NOTE:B. THE CONTRACTOR SHALL xATMI THE Ott OF EMT COLLINSOENGINEERINGACTIN
/ m 1 ADD 5000 FEET TO RITE CONTOURS AND SPOT ELEVATIONS SHOWN ONSTR CONSTRUCTION.
nM YcnM A MINIMUM a A6 HOURS PRIOR TO STARTING
mBn _ xNP ,A casmucnM.
1 HEREON TO ARRIVE AT DATUM ELEVATION.
Ar+1.. I I
I 9. IT IS ME CONTRACTOR'S RESPM4BOC i0 NOTIFY ME DINNER/OWNER'S 1-1
/ BENCHMARK: FLUXES FOR
EL MEN PROBLEM(S) T IN CONFERRING r0 TS APPROVED
I 1 i / CITY OF FORT COLLINS BMWIR-%, DESCRIBED AS: STANDARD CITY IMST FDR ANY fIEY[Ni O' ME PROPOSES IMPROVEMENTS PRIOR TO ITS Is Q
,- I �� 1 OF FORT COLLINS BRASS CAP AT THE BE CORNER OF WEST CMSiMAC11M.
p S cron )AMEX, } I JNAN, / ELIZABETH AND SHIELDS STREET, ON A CONCRETE TRAFFIC SIGNAL 10 UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS C
WE ,M AW, I / 1 -- BABE. PUBLISWED ELEVATION . 5M.% FEET NGVD IRON DATUM. NECESSARY FOR ME SAFETY M ME WORMED AND THE PROTECTION CF Ai
ma, I / I OTHER LEFTS IN COMPLIANCE PATH APPLICABLE STATE AND ROOM �3
REQUIREMENTS. O P
- Il. PANAIENT, CURB AND QITTER TO Y REMOVED) SHALL B: SAW MT AS O Y
I 1 ® NOTED M SHOW M THEY PUNS
L I SURVEY INFORMATION
\ TI / ISURMEY PREPARED ENGINEERING RM2ES�COMPANY //l1
AxrsrM:sma �Ffm I 1 SITE DATA: v
e IT rAn ro RYME I tl I SURVEY GATE: 022g2M1
rWmxr arexc I I I BASIS OF BEARING'
F.F.. 5090.10 j mmiAlET SCUMS FOOTAGE OF LOT (ALTER DEDIDRIOj R,3AW OF BEMNGS USED M THIS SURVEY ARE BASED M THE ASSUMPnM
1 / MAT ME EAST LINE OF ME SUBJECT PROPERTY SEARS SIDEED E
AR SQUARE DOME GE NEW SRUCNRES I.BBB S
r / BOUNDED
NDE BY THE
BY THE AS S OLIDEDSHOWN LEGAL
MBL DESCRIPTION AND YS
9}AE FOOTAGE O NEW LANDSCAPE. M.6]] K g BgINIIED BY ME MONUMENTS SHOW MEflEM.
H q ; I sMARE FOOTAGE a xfw vAVfuENT/SIEw91WSA+AO@ n,aRw Y AIlE BENCHLARK:
PROPOSED UK: MA -IN RESTAURANT iCOPY OF
IYnH \ F
MEMBER OFNM-RESD TIM STRUCTURES 1 Ott OF EMT COLLINS AT BRASS CAP ME aS BAN! 19-97 OCTONR FWSTANDARD ESTAs
1 ` \ STIKGA,�vgW+�BEF TO BE SENCUT if ELIZABETH AND STORIES SIT., ON CONCRETE TRAFFIC SIGNAL BAY.
1 \ate \ FRWfRTT LINE. BOB PAVEMEM EVENING Id2KS %IAAHED EIFVAMRN - 502ZW FEET NGVD 1929 DATUM.
1 i 3C I 1 TOM IXI�TING PAVEMENT. d�/AEZ RT/Mr YroorY 6[OE.. ISIf)F
NAMI \ / I Ott M EMT COLLINS BY/ 20-97 DESCRIBED AS STANDARD
EMPIREsraw s�,w, / ARMSI II 3EAM/B lLD]AFS Or[ffi'II.G t1M.C1IMS 4w F Ott M EMT COLLINS MASS CAP AT THE SW CORNER M OUST
enre+roRRMu Ar wA/am / I V 3p'MK fW]AEi OEkt1IH"(AtE6C40.:' IgB.iF EU2AYTH AND CONSTITUTION Al£. M A CONCRETE TRAFMC SUMAC L3
BAY. PU8119E0 ELEVATION - 506.9] FEET NGVO ION DATW.
AIVTlLr[YAMN ;A ,REL1ff iWlAF(,X (BS]AG PAIDEYL' JRTo > N
Y G Cltt OF FORT COLLINS. COLORADO z RA R4
wig '+_ _ A'L mralro�mRAw'.I vt�_ UTILITY PLAN APPROVAL
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1�, I THE WATER ANT OTHER MIIY m!
W/pMAMA
n sWW<m a .Wi\ \ aQ___ / fA{O TO 0 10 10 CHECKED BE. t'
_ �♦ ��/ .� I A pP- _ Tx! nawATu wun wrt
n e'mAe WTI 1\ _ PUN SCALE: 1' = 20' eHEaFn BY, TRADW rove 1'=20' MeP WI- Be
iN��4TT: METE IT INLET 1 / �'W H•xwz f wMIR[R IMrt p4 12/29/ZW1 Am OE Ire
INN' OUT. OEM —_--- ---- PLAN SCALE: 1" = 20' [[HOMER n' ESC
MHM'I1WM STREET ADDRESS AYR[f/ .y�AARAyy9// � 7250 WEST ELIZABETH STREET
MaL N` Est qP01
� ym GMEWM SWw+M.Y parAm H'�µ Cltt STATE ��
meRm CARE a FT. COLONS COLORADO AS-BU I LT
COUNTY GRADING PLAN
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