HomeMy WebLinkAboutLot Certifications - 10/13/20081 1
Utilities
cityof electric. storrnwaterwastewater. water
Fort Cothans Fort Wood
PO Box 580
Fort Collins,,
CO 80522
970.221.6700
970.221.6610 fax • 970.224.6003 TDD
utilities®/cgov.com . fagov.com/utilities
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and '
City Land Use Code § 3.2.2 (e)
Date: /0 " 3 - o S
Permit Application No:��/���
Address: 2 O L4 iM4PI�c S'f.
Lot: Block: �3
Subdivision: pZh n u1 -F'L Acts
(,(Print) Jo✓►xr; a.11 41 svi"Cr , a Colorado registered professional
engineer, have personally inspected the above referenced property in the City of Fort Collins,
Colorado, and verify that the construction of all stormwater facilities and grading there is
complete, and that. the, elevations and drainage patterns shown on the attached drawing(s)
which were developed from a survey performed on (Date): / o - 8 - 0 8 , accurately and
truly depict the elevations and drainage patterns as they existed on the date of the survey.
Based on this information; I certify that (check one):
The elevations and drainage patterns of the lot are in substantial conformance. with the
City approved drainage and grading plan or.revised grading plan for the property
(information attached). SEE NOTE.
o The elevations and drainage patterns of the lot as measured are in general conformance
with the City approved drainage plan or revised grading plan with exceptions
(information'attached). In my professional judgment the elevations and grading.of the lot
as constructed are functionally adequate and will allow for.stormwater drainage
consistent with the approved drainage plan. SEE NOTE. OQ;i.ICEti
5" Sty'
BY:
Ov •'� �•
(signature, PE stamp) 0 .
f.
Sel s� o•�ye
(address of signs g party) ;
l53 w,Movrrfri<�^�.ve. '
-R &A- Co I Ii'o) s, C O
,E,C 1(27'01
PENNY FLATS - PHASE 1.1
DRAINAGE CERTIFICATION FORM
Please fill out all applicable items in this certification
form for single family, multi -family and commercial
properties.
Write "OK" for items checked or actual number checked in
field.
Use "N/An for items that ,are not applicable to the property
that is being certified.
A. Drainage facilities certification
1. Pond Certification - N/A
-volume verification
a.topographic records and volume
b.cross-sections and spot elevations
-positive fall to pan
-side slopes
-invert elevation
-spillway elevation
-placement and size of riprap
-side slopes
_grading
-orifice plate installation and size-
-compaction of berm
-structural integrity of pond
2. Swales - N/A
-location (are they within easement)
-dimensions and cross-section verification
-longitudinal slopes and side slopes
-spot elevations
-permanent erosion control measures (drop structures,
riprap, etc....)
-tie-in to pipes, pans, curbs, etc....
-weir size (elevations, size, opening, etc.)
-available freeboard
-landscaping infringement on swales
3. Pipes - PLEASE' REFER TO AS-BUILTS DATED 3-10-08
-size and type
-slopes (as -built and comparison to minimum 0.4%
slope)
-pipe capacity calculations if slopes are
significantly altered
-invert elevations
-installation and backfill material
-cover
-encasement and clearance from other utility lines
close by
-joints
4. Concrete Pan Channels - N/A
-size
-slope
-super elevation
-cross .section
-thickness
-elevations
5. Inlets - PLEASE REFER TO AS-BUILTS DATED 3-10-08
-size and type
-size of opening (or name of standard used)
-grate elevation
-invert elevation
-box size
6. Cross pans - PLEASE REFER TO AS-BUILTS DATED 3-
10-08
-size
-type
-grade
-elevation
-cross-sectional depth
-tie-in to curb and gutter
7. Culverts - N/A
-size
-type
-invert elevation
-headwalls
8. Underdrains - N/A
.size
-type
-cover
-backfill
geotextiles
-cleanouts
9. Curb cuts - PLEASE REFER TO AS-BUILTS DATED 3-10-
08
-size
-tie in to swale, pipe, etc...
B. Certification of Grade Elevations Adjacent to Drainage
Facilities:
-minimum opening elevations - MIN. OPENING
ELEVATION IS AT THE ENTRANCE TO THE PARKING
GARAGE OFF MAPLE AT 4983.43.
-top of foundation elevations - TOP OF FOUNDATION
ELEVATION HAS BEEN SURVEYED AT 4983.47.
DESIGN ELEVATION WAS 4983.50.
-comparison to 100 year WSEL's (Freeboard
requirements and floodplain issues) THE LOWEST
OF THE TWO ABOVE ELEVATIONS IS THE PARKING
GARAGE ENTRANCE AT 4983.43. THE CALCULATED
100-YR WATER SURFACE ELEVATION AT THE INLET
BANK ON MAPLE, ADJACENT TO THIS ENTRANCE,
IS LISTED AS 4982.30 IN THE APPROVED
DRAINAGE REPORT. THIS PROVIDES 1.13 FEET OF
FREEBOARD.
THE CONSTRUCTION IN MAPLE -STREET DOES CLIP
A SMALL PORTION OF THE OLD TOWN BASIN 100-
YR FLOODWAY/FLOODPLAIN. THE APPROVED
DESIGN DETAILED A NO RISE SENARIO. AS -
BUILT GRADES SHOWN ON THE 3/10/08 RECORD
DRAWINGS ARE WITHIN AN ACCEPTABLE TOLORANCE
OF THE APPROVED DESIGN. THEREFORE ANY
RAISING OR LOWERING OF THE
FLOODPLAIN/FLOODWAY IS CONCIDERED
NEGLIGIBLE.
C. Certification of Erosion Control Measures:
1. Permanent Measures: WITHIN PHASE 1.1 THE SITE HAS
BEEN STABILIZED. OTHER PORTIONS OF PHASE 1
(PHASE 1.2 AND 1.3) ARE STILL UNDER CONSTRUCTION
AT THIS TIME.
J � �
-Permanent vegetation (6" bare spots and weeds under
control)
-riprap
-riprap bedding
-drop sections
-sediment basins/water quality ponds
-netting mats/blankets
-mulching
2. Temporary Measures: SEE RESPONSE FOR "PERMANENT
MEASURES"
-mulching
-inlet filter installation
-check bale dams
-seeding and temporary vegetation
-silt fence
D. Site Cleanup After Construction PHASE 1.1 HAS BEEN
CLEANED UP AND LANDSCAPING HAS BEEN INSTALLED
-construction clean up
-smoothing of ruts
-reseeding
E. Statement of Compliance
This certification is signed and stamped and by signing
this form the engineer(s) attests that they have inspected
the site and to the best of their knowledge the as -built
conditions of the drainage facilities are as described in
the above.form and in 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.
F. Signature and Stamp by a Colorado Registered
Professional Engineer.
•.terAj
Iq
epo,19
�•
JIM SELL DESIGN, INC.
Landscape Architecture, Engineering,
Environmental & Community Planning
153 West Mountain Avenue
Fort Collins, CO 80514
Tele: 970.484.1921
Fax: 970.484-2443
To: Glen Schlueter
LETTER OF TRANSMITTAL
PROJECT NO.: 2396.3
CoMPANY: City of Fort Collins ADDRESS:
FRoM: Jon Sweet DATE: 10/16/08
RE: Penny Flats - March as-builts CoPtEs To: file
We are sending you:
❑ Shop Drawings ® Plans ❑ Samples ❑ Specifications
❑ Documents ❑ Change Order ❑ Computer Disk ❑
# of
Date
Description
—Copies
1
3/10/08
Penny Flats - copy of as-builts submitted in March
1
10/14/08
Certificate of Lot Grading
1
10/14/08
Drainage Cert
zs-y/oFza
These are transmitted as checked below:
❑ For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ _
❑ Resubmit _ copies for Approval ❑ Submit _ copies for Distribution ❑ Return _ Corrected Prints
❑ For Bids Due _ Cl Prints Returned After Loan To Us
Remarks:
Glen - sounds like you may not have gotten a copy of the March as-builts so here they are. I also included the
Drainage Cert info and Cert of Lot Grading. Please let me know if you need additional info. New Phase 1.1 as-
builts should be routed within a week or so. Thanks. Glen.
Received by Client: Date:
Signed:
C:WUST THE SMn ALS1GLEN 1016 W.DCC
f'I
LZ�
RD:CONNECT 4' G/S RO'.24' ROW
L-1,J To ExlmNc To u5 UNE
SA ITARY MH 119 �--rG)
- E--%-E ---E- \
� RIM=4903.43 _ _ --
INV� (4" CLAY)=43J6.J] -- 3 -- 3
INV NEC(4" CLAY)=4976.60 V
��GE--I�_-_BG _i G C G G o
IN W (6" C�A'l =6 ]6 2 r
I XCIEL ISM
;S ---Ss -- z f CHERRY STREET I �M �. � � I IX5T 6- WATER MVN
--G---G E C f-�.f///JJJ C µ* G� E 0 I�G
W—W �.w—N' M M—M—M—M—M—M�JM M
CIW—CN\ / QI
--OIBF ON —ON —CAI CN CN—CN— CTV—R
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,� seWl TD ITAs LNF
I
E%ER SMTfpI CARNET E --] -
1 I I e
UTR3TY AND DRAINAGE EW
/ I / 2O' ROW VACATED AND UIR3TY
ESMT DEgGIED WITH PLAT
I / ✓/ J-SS- SS -SS--95_--S3
— r^ I SANITARY MIA117
/ 1 RI10=49B4.35
INV W (4- STEEL)-4900.86
a O I INV NE (4- STEEL)=498I.35 IXRT BW! CULVERT
I I I
I I
I � I
RR5 LF. GAS 6NB
LD—
D D —C W---W—CN—CTV
NW
NmEs LEGEND
I. EKISTNG TRIUNES REFERENCED FROM WE FORLO'NING SOURCES:
A MIND SURVEYIXRS INC.. DRAWING TITLED Y POGRAPHIC SURVEY BLDCK 33'. ONIED: 05-10-05 PARKING GARAGE INTERIORWALL - - - - CONCAST SORE TRENCH FROM TIE POINT
ENGINEERING, NIIOCAD RLENNJE 'ALL -URIC' , GATED: 03-14-OS---�----
B. PARSONS h ASSOC, ORAWING TAILED 'fFLO'ORART PARKING LOTS DRAINAGE PEAR BLOCK 33-, C TED: W — PROP WATER LINE 0 PROP STORM DRAIN MNIHOIE
C. OB-19-90.
2. EXISONG UTILITIES PRE APPROXIMATE, CONTRACTOR SHALL VERIFY DEPTH AND LOGTON OF USSR G PROP WATER SEINICE 0 PR(P SANITARY SEWER MARHOIE
UOLIIY CONNECDONS N10 CROSSINGS PRMA TO MT CONSTRIKT011. SEE SECTON & NOTE 9 OF EEF
C2 -GENERA NOTES'. PROP FIRE SERWCE • PROP CLEANOUT
3. INSTAL 3 ADDRIONA CURB INLETS (IN SEQUENCE) AT 'WEST END OF FXISPNC INLET BA14K. ON —SS PROP SANITARY SEWER UNE C3 G PROP STORM DUN INLET
EXISTNG INLET BANK, RE1.NOrE CONING COMBO GRAU5. REPLACE WITH FAST JORDON IRONWORKS Or.
f) V-5565 FRNAE AND (CAT. F) V-3665 (RATE. ON ALL 12 DUSTING INLETS. SEE DETAIL SPEED PROP SANITARY SETMCE ® PROP TRANSFORMER
4. REMOVE 2 EASTERNMOST EXISTING GRATES NID PEAKS. REPLACE WITH FAST JORDON IRONYIORM$ -JOINT TRENCH= PROP JOINT TRENCH WITH ELEC., TELE, AND CN O PROP TELEPHONE PEDESTAL
(CAT. Q 7034 Z FRWF AND (CAT. n ]DA M GRATE SEE DETAIL SHEETS.
5, ADIUST AL REMAINING EXIST NANHOIES, COVERS, PEDESTALS. M. TO FINISH GRADER —PE— PROP PRIMARY ELECTRIC UNE PROP CAS/ELEC METER
B. SANITARY SERVICES IN WE PARKING GARAGE WILL BE ATTACHED TO WE WA-1- PROP SECONDARY ELECTRIC UNE ® PROP DISIRIBIRMIN BOX
]. SEE SHEET C3 i ISDNG CONDITIONS AND GEMOIPCN PAN' FOR 1REATMENF OF "BOUND UIINII[5. PROP STORM DRAIN UNE IN PROP CN PEDESTAL
PROFILE ATE B' FIRE SERVICE L1NE5 WITH 2' 1HCK COW $TYROFQVA INSUUTNNN, SEE BOX CULVERTII --TO - PROP GAS SEPTIC ® PROP WATER METER
PROFILE FOR ADDITIONAL INFO.
— TO PROP FIBER OPTIC UFINY ROOM
9, SEE CITY UP FORT COLLARS WATER DETAIL NO. 11 FOR TAPPING INSTRUCOONS,
10. MVNTAN 4' OF CIENMNCE BETWEEN NEVER PITS AND BUILDINGS AND TRASH ENCLOSURES. — CN — PROP CABLE N LINE
11. ADDRESS KIOSK SIWL BE DESIGNED TO ATTACH TO 4- CONCRETE SIOENALI SVR. KIOU TO I€ PROP CABLE TV SERVICE
REMWABLE MD RFPIACEABIE WITHOUT INCURRING DA4AGE 1
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NOT TO SCALE
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RON TYPE R
LATEST PRCqECT INFORMATION AVAILABLE AS OF MARCH 200E
PROVIDED THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
INFORMATION IS BELIEVED TO BE ACCURATE, JIM SELL DESIGP
AND THE C RTIFYING ENGINEER ASSUME NO RESPONSIBILITY
FOR THE CURACY OF INFORMATION PROVIDED BY OTHERS.
RECORD D WING NOTES:
1. "RD" SI NIFIES A RECORD DRAWING NOTE.
CAU. UTILITY NUFICATIDN
CENTER OF COLORADO
1-000-922.1987
or 634-6700
V
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rojecd 1 2396
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OF C34
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NOT TO SCALE
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LATEST PRCqECT INFORMATION AVAILABLE AS OF MARCH 200E
PROVIDED THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
INFORMATION IS BELIEVED TO BE ACCURATE, JIM SELL DESIGP
AND THE C RTIFYING ENGINEER ASSUME NO RESPONSIBILITY
FOR THE CURACY OF INFORMATION PROVIDED BY OTHERS.
RECORD D WING NOTES:
1. "RD" SI NIFIES A RECORD DRAWING NOTE.
CAU. UTILITY NUFICATIDN
CENTER OF COLORADO
1-000-922.1987
or 634-6700
V
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rojecd 1 2396
C&A
OF C34
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BOX CULVERT
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RIM ELEV=4 7 OHO — A —
INV N -4
IIINV 26
'A I J.4 0 �_ 0 I Z 3 R �( 4 —�JIy \ST= M M—M AllL
M--M—M— All M—MTM
sT
ti )ii, ; r srZ-- sr ROSIY 131E 2
z sr s=—ssx„s
' EXIST STO M INLET
/ RIM 4982.55 ST - __ sT __ -_ _
/ I �INVI Oi; RCP)�;4980.83 F 2+su
G G G
FIBER OPTIC _ _ _ -_-- 3 YLiHttt__ 1_RT:F,-- 3 -
IST STORM MH 107
1
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I m RIM-49BO.85
/IW P (36- RCP)=49]0.86
'INN, (36- RCP)-49JO.5J
I INV (15- RCP)-49J5D6
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4
ROJAFA INLET
i;
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Zl=C
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E---E---E---E---E-- Fri-TOE-E --EL-
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I I CRAELE W TE 2.
I I I INVERM175.52JS.Bi O J O O
c 3
—am
�M M—M—M7M�M�-�—
s--s s—s �s s—s is
EXIST STORM YH 1W EXIST STORM INLET
RIY-4982.81
-IFL-481.936
(w)6'H-RCP)=a9]2.8] IHv-I9]5.
NV(E)(,NBT61H-RCP)-4975.1a/-
C 5 I /-
a
CI 2
FIBER. OPTIC_
— — E — — — E — — — E _ — E - - WS1 91PY
I E%IST Sf016I YX 102 I INV S (]6' RC�IPLA)ff 49]
498
RIY=48B2.63�INV 5 115s 11S RCP) 49J
�TNV C (48 L�R�R�P�4975. Rry E (15• RCP)-a9 .15
I INV E (ae'w % 36'H RCP)=49J5.
==FTNLET 4 1 _ --- - -
1+50 1+80 2+10 2+40 2+70 3+00 3+30 0+60 0+90 1+20 1+50 0+60 0+90 1+20 1+50
I
I m
I LUM¢ap btAilrthtt.
D 10 i0• ingiWEST11ffiand , I Planning
INDAin.
.nu
1921
in e
IN I
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in
im
in
CALL UTLITY NOTFlCATMCENTA OF C0.tliADO
I van
mmut
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mw O O
a LL
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0 1.5, S 6' Z
i VER® Q
H Q
PTI(S -1 * 0 IV w w
E 1-BTEf--E— —E— ROW2-1'. 30'
a O�
--5i- -ST-
NOTES
1. ALL STORM SEWERS TO BE INSPECTED BY THE CITE. uj W
2. CRY INSPECTOR TO BE ON SITE WRING CONNECTIONS TO ALL EXISTING /w c
STORK INFRASTRUCTURE.
169 3. ALL STORM PIPE CONNECTIONS TO EXISTING BOX CULVERT AND c
EXISTING INLET BOXES SHALL BE CORE DRILLED AND GROURD.
I NL o
I
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ici
KEY MAP
NOTTOSCALE
THESE DRAWINGS OF RECORD WERE PREPARED
USING THE LATEST PROJECT INFORMATION
AVAILABLE AS OF MARCH 2O08 PROVIDED BY
c� Avte
THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
2196 ENG STM PROFILE
INFORMATION IS BELIEVED TO BE ACCURATE,
oeegNed GIs
JIM SELL DESIGN AND THE CERTIFYING
Checked EMS/SGS
ENGINEER ASSUME NO RESPONSIBILITY FOR THE
gate RD:3-10-Of
ACCURACY OF INFORMATION PROVIDED
ReMbroa 4
BY OTHERS.
/i+Rjeet / 2396
RECORD DRAWING NOTES:
"RD"
/'e2C w
1. SIGNIFIES A RECORD DRAWING NOTE.
�r JOFHC34
3 w
I I I
CTV ZLrICN — CTV — CTV
IIY3� ❑
G
EXISL STORK NH IIB
FIN a3.6J
INV NE (UMINl TO SEE PIFE)=4969.32
INV S-W {NO PIPE SIZE AVNIAOIE)=4969.32
INV SW (12 RCP)=4976.70
INV W (12"RCP)=4974.94
IHV NW (12 RCP)=49".44
— ss--- ss
0
Ulu STERN YN 113
Hw-bJBAS
WV E (]6- RCP)-06H.35
66.90
W (b1
Ey
IN
—M—PA—M c
CTV — CTV CN
NV
O
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—E---E---E---E_
II
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----------------------
`
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Ulu STORM INLET
- G �114-WW9)0 {4
4977. EXIST RIMMal111
RIM=
(PIPES NM ANO
W �- Ulu tt
RIM= JB
-- CTV — CTV — C1 CTV INV M (31
IF— CTV (04
0
OF
LI- Ij'
L---===J
a
\\ I
\9\ I I
\\\ \
IXIST INLET I \\
(tl E IAYIXC ON GROUND)
\\ \
m HE REMOVED
EAST 6' PYC �\\
\ TO BE RMI
EY � i0 BE DVEO it \
ROW TYPE It
HYPEl4 9
1e• IM'(S)-JRMA s
I \ ii IOC
w UA
I \ II
\ E%ITT STORM NH IOB I
RIM-4979.34 II
\ n N (]6• REP)-49J0.3f/- II I
w U( MV 5 (PIPE SIZE UN%HOWN)=49J0.4f/-
IM/ W (PIPE 9S UXNNOV t74.3f/- I
I \ M BO%49)Z0 II
I \ II
VA FAST SM ME II I
\ 1D BE REMOVED I�
II
VII
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41
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SIN ME 9
5
36• WP)
YH 110
INLET
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0 10' 20' NO'
6 2v
E —
CALL UTILITY NOTFICATOH
CENTER OF CXORADO
1-800-929-1967
or 5344700 oaa
&!k'kM I NA MAIM
IF
t4
WLL
2
O
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... 0 1.5' 3' _
Z Q
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N Q
0 IV 30' BO'
N
LL
HDRI®
Q J
mm
QQ.
U�
I BE INSPECTED BY THE CITY,
. ON SITE DURING CONNECiiONS TO ALL E%ISTwc
Ey W
c
ML CO
UTIONS 10 IXISTING BOX CULVERT AND
-
KL BE CORE DRILLED AND GROUTED.
C
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ME.
0
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KEY MAP
NOT TO SCALE
THESE DRAWINGS OF RECORD WERE PREPARED
USING THE LATEST PROJECT INFORMATION
AVAILABLE AS OF MARCH 2O08 PROVIDED BY
c" nre
THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
2396 ENG SIM PROFILE
INFORMATION IS BELIEVED TO BE ACCURATE,
pe<(W.1ed 3FS
JIM SELL DESIGN AND THE CERTIFYING
checked EMS/5G5
ENGINEER ASSUME NO RESPONSIBILITY FOR THE
pate 0.3-I0-08
ACCURACY OF INFORMATION PROVIDED
aeM:,;WN
BY OTHERS.
I
PI-4ecf ( 2396
NG
RECORDI NOTES:
1. SIGNIFIES ADRAWING NOTE.
C26-A
OF C34
0+60 0+90 1+20 1+50
j CHERRY STREET
❑All
�
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DETAIL
THIS SHEET II -
II p
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RD:PEOESIRNN CROSSING STREET - _CROSSING RG:"ONE-WAY
AHFkO SIGN (Wll-2) PIPING
\ \ \ \ \ \ \ \ 1-2
RDPmEESSTRMN CR0651NC \ \ \ \ \ \ \ FACING
SIGN (*1 2)
DUST. PMKING
u
CUSTOM SIGN DETAIL
30"x3O"
T
Lan4vape Anhileebm,
D 13 i(r 80 fny mmy,, t Plunnl g
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x30" 30"x30" AccEsg�E
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rvignvd JTS
leaked SOS
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Ex 6• I I I I - - - `' 4 ' INTENIHOR 11VIUS OF
YNN 20' PUBLIC ACCESS
F m I T AND UTR111' EASEMENT I • M 1 I' I< P�Itl41NG AGE (BLDG d I
RD / :GAE SERVICE 90' BEND,
N 166' NORM -OF MAPLE ROW
BLDG 0 I W `I < I I <
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4, cRD:FlRE MYDPANT O' E�meftro
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NOTES LEGEND THESE D[ERI
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1, DIVING UOUTES REFERENCED FROM THE FOLLOWMG SOURCES: LATEST PRT INFORMATION AVAILABLE AS OF MARCH 2O08
A KING SURhYORS INC.. DRAWING TITLED "TCPGCRMHIC SURVEY BLOCK W. MhD: OS -ID -a _-___--- PARKING GMAGE INTERIOR WAL ... - COMLASi SaE TRENCH FROM TE POINT
ICON Ex6WEERxc, AuracAO FlIENNIE •&L-ImL' . wTEO: o3-I4-as W.
-------- PROVIDEDHE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
B. PMSONS k ASSOC. DRAWING TRIED •TEMMRMV PARKING LOTS DRVNWE flAI BLOCK W . MOM _ W — PROP WATER LINE PROP STORM DUN MAwOLE INFORMATIBELIEVED TO BE ACCURATE, JIM SELL DESIGN
C. OB-19-98.
2. EXISTING UnUTIES ARE APPROXIMATE. CONTW7OR SHAH VERIFY DEPTH AID LOGTON OF EGIO -•-•tee- PROP WATER SERVICE • PROP SANITARY SEWER "HOLE - — -- - - AND THEIFYING ENGINEER ASSUME NO RESPONSIBILITY
nm MNNE Oq ANDLTOSSIWSPRIORTOANYCONSaIKION. SEE sEclox A NGTE 9 a$NEE FOR THERACY OF INFORMATION PROVIDED BY OTHERS.
C2 'GEIIOM NOTi -�-�- PROP FIRE SERNCE • PROP CLEANOUT
J. INSTAL J ADDITIONAL CURB NUM (IN SEQuMCE) AT WEST END OF EXISTING INLET BANK. U — $$ PROP SANITARY SEWER LINE Q C3 PROP STORM DUN INLET p - RECORD DG NOTES:
DIVING INLET BWK. REMOVE IX6TNG COMBO CRATES. REPLACE WTIN FAST JORDON IOxWCRKS CAT � I � 1. eRDe SIS A RECORD DRAWING NOTE.
/) V-5665 TRANE MD (CAT. D V-560 GRATE. ON ALL 12 EXSTNG INWTS. SEE DETNL SEE': -� -1- PROP SANITARY SERVICE ® PROP TRANSFORMER II GO File
4. REMOVE 2 DISTERNMOST DOMING GRATES AND FRAMES. REPACE WTM DIST JORDON IRONWOR6 -JOINT TRENCH- PROP JOINT TRENCH WITH ELEC., 1ELE.. MD CN ❑K PROP TELEPHONE PEDESTA
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5. MJIIST NL REIWNING COST MANHOLES, COVERS. PEDEST&S, ETC. TO TIWSH CHIDES. PE PROP SECONDPRTM� F ELECTCIRIC LINE ® PROM GS/ELEC METER chdwk ed JFS
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5
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PROFlLE FOR ADDITION& INFO. - A' jfct %' 2396
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10. MNNTNN a OF CLEARANCE BETIVEN METER PITS AND BIIILDNGS AND TRASH ENCLOSlR6,
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ABBREVIATIONS
BOW
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CL-
CENTERUNE
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FINISH MOOR
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ALONGTHEN OF SOUTH E RISE' WTHIIN TIE MAPLE STREET MOOOPWN
ALONE TIE NCON EDGE OF THE SITE. PLEASE SEE DRAINAGE
AND EROSION CONTROL PLAN FOR ROOD PLAIN AND WAY
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AND THE CERTI ING ENGINEER ASSUME NO RESPONSIBILITY
FOR THE ACCURPCY OF INFORMATION PROVIDED BY OTHERS.
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AILABLE AS OF MARCH 2O06
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2 EXPANSION JT TO
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3. A CONCRETE STREET
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ADHERE TO THE CITY OF FONT
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JOINTS SW BE SEALED.
LATEST PROJE T INFORMATION AVAILABLE AS OF MARCH 200E
PROVIDED BY THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
INFORMATION I BELIEVED TO BE ACCURATE, JIM SELL DESIGP
AND THE CE IFYING ENGINEER ASSUME NO RESPONSIBILITY
FOR THE ACC RACY OF INFORMATION PROVIDED BY OTHERS.
RECORD DRAWING NOTES:
1. "RD" SIGNIFIES A RECORD DRAWING NOTE
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1. EXPANSION JOINTS SHILL BE USED BETWEEN CUTTER PAN/SPILL GUTTER AND THE
CONCRETE PAVEMENT ECTION.
2. EXPANSION JOINTS S�L BE USED IN THE CONCRETE WHO SECTIONS AT
INTERVALS NOT TO EX D IDD..
3. ALL CONCRETE SIRE PAVEMENT SHALL ADHERE TO THE CRY OF FORT OOLUNS
PAW NC STANMRDS. L JOINTS SH BE SEALED.
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LATEST PR JECT INFORMATION AVAILABLE AS OF MARCH 2O08
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INFORMATIOIIS BELIEVED TO BE ACCURATE. JIM SELL DESIGBELIEVED TO BE ACCURATE, JIM SELL DESIG z3sA srREEr PAP
AND THE ERTIFYING ENGINEER ASSUME NO RESPONSIBILITY
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RECORD WING NOTES: Dare RD:5-10-W
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On I W/T.B. AND G.V.(E, i' > WITH SAXON REDUCER LATEST PROJE T INFORMATION AVAILABLE AS OF MARCH 2O08
/ i I •L RA wRECTLY NORTH I PROVIDED BY THE CONTRACTOR/SURVEYOR. ALTHOUGH THIS
(/ I ^� nNo —nHo 0 E--E INFORMATION I BELIEVED TO BE ACCURATE, JIM SELL DESIGN
E E— E AND THE CE FYING ENGINEER ASSUME NO RESPONSIBILITY 8
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m c T � E E .�._ E —� E — E Rn'1' E - ESExWCE THIS RECORD RAWING SHOWS A REPROFILE OF THE
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W
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p 6 M;1.50 RES . • NOTES
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RUN1 I RpBLDG ISPTO AN GO 6 • • M1.5 R6' SFIMCE `. '•\ • A 00KING
5-10 ORVEY B INC., OMWING TIRED 'fOPOGPOPHIC SURVEY BLOCK 33', DATED; g
FROM FIRE PUMP W
E, I I I i ° R0:1• COMM. �• B. ICON ENGIN ING. AUTOCAD FILENAME "-OC . DATED: 03-14-05 CALL UTIUTY NOTIFICATION
SERWCE • �( C. PMSONS M RRE OC, ~NG D •TEMPORNIY PAPARKING LOTS DRAINAGE PLAN CENTER OF CaONADO
RD:B• F81E LINE FROM VMTERyyN \ BLOCK 33•, TIED: OB-19-98. 1200-872-1887 �
TO FIRE PUMP W BLDG 6 -
_ 1- �. 4 2. IXISTING UnUTIES E gPPRO%IMATE, CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF or 539$700
m almoc
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NAM, aRMR
3. WATERWIN $HALL SE RESIRNNW 41W PIPE AND ILL VALVES AND FITTINGS SHALL BE
RESTINJNED, f1
4, pEPENDINC ON LOCATION OF EXISTING ENCASED ELECTRIC LINE, BENDS AND VI
DEFLECRONS MAY DIFFER THAN THOSE SHOWN.
PEDESTRIAN SPINE WATERLINE PLAN AND PROFILE 5.M INTAW 4' OF CLEARINCE BETWEEN METER PITS N!D BUILDINGS AND TRASH ENCLOSURES W
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