HomeMy WebLinkAboutNorex Bldg Plans 02-0835 ents
Plan Review comm
Norex guildingodLn•
5505 Cottonw
Prior Lake
ranch lines to insure pr°Per
uned for alarm systems . ain and b
It req contractor to flush all m
Separate pew .filer system
the responsibility °f the sp
Itis uses
fictione "'Clapproved for intended
' se levels in an apProped
aterials shall be tested systems ient "O'
se
m re alarm sys the amb
Separate pelt required for fl cu ants at 15 disables above
Sep s to notify oc P
pro,' ADA approved alarm
p roved manors
locations all be off site monitored in app
pp
Fire Sprinkler systems shall
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LAP56APE GALLILtTiONS:
A S S O C I A
MINNW LAI,D5APE
P-ERI.EMR R.N•1TAJ0
1 05 TRM/ 40 Lr LP LOT FERWrF \ ARCHITECTS
R87 LF/ 40 = 44675 a 45 TREES
INTERIOR DESIGNERS
PARKl LOT ftnMR YARD B " !9REff W/•*n' rf5 WIG£) \
LANWY RBRVm S x V4.$6 LFFPaF;rACe/ loo = D LANOPI'
L6DER5rl REQV- 16 100 x%wl LP FRoNrAl = b W Sr.PAuH
OFIU5S READ- x'6196• 2A LF malt f£/ too = 8 %Fws \ 1255 ENERGYPARKDNis
VE
P (651) 642F,9200
DWEER YARD F1 . ANih•Yo5 FAx (651) 642-1101
ZONE rr5 TO AWAleeNtT zaE L-5
No Wl7RR YARD RP4(l ` / \ t lGRTHERIN OAK
TREE RFA.Ar.Ftt^rar
(PM ��y �LF qjft�ym) \ \ \ 4 OREi NSF t_ WM
(2) IV MARE
(o Ir MARE
N t9" OAS WOOD \ 3 AtlRJvtN tLiAtJGE SERVIGEl�ERRY NYJfES
(I) T Ael
IF
70 LAUDFR WAes TOTAL (0 LAL' ReAgllED) �6l - LAt APE CLNrRALTCR STALL VOWY ALL ITILF VMM MAY EPTELT t95 WORK GALL
:•. :` • :,
6GPtIHt Sill OW LAl 0 (800) 252.-IM FOR LOLAT$"
9ey,1 / ' \ •'- �: " ` .: ,. 4 GRAN 7.Oi .
GOASTER - LANPS6APE C441'RALTat 51IN1_ 64a2DWATE His WMe WITI 0IM5 AT SITE AND
ALLOWAq.E RFh10VAL , M1Oe 1 - ��-•9: CGAf•I.ETE MS WaM FM OwhERS 6Ct1PUE
70 Ui:- 25% (SimG£Ve.LR,FM, lRLffES, Cltt�. PAD) tf' �• ct' 4 \ +_ 4$• . : - 4" DEPnt SHED BARK Mt1Lt1 W RO.1Y. D- LAW56APe CONTRALTCR 6WM VERFY TOPrSOL DEPTH AND NOTFY OM.6t OF ANY
7d' x .25= p5 GAL 14GNE5 NPr 0� FLW# FPl6 CENSTALL. FIX" DIA)Vl FLYv 14ep t�ICEtY.Y. TLP SOL "I De CLEANFR
, S LF STONES, YvE®5 M D On ER U DESH2ACL E
t� k. /, . : ..: PURiS.
PROVIDED LNZ%APE c6� ry6 / A � . \ IF R.RJr MATERW.S `vU_ lc aiAl NQrEED ow (o roil YM LPLN TOTAL Lanzrm AAD
62 04RISURY TRIS (IY,LlDI4g 5 OVERSLZPD) ` / \ � 947 �' DARTS RED SPIREA AP R�Te I ROMIR AE XoT 6F APE ONNEA WLL PRPAL£ ONE Tl.IE Rg'IX,D.£P6' AT
20i ClOWEROLISA - LRD56AFE call Lrat K REs'adStCLE PLR Sam&/ 5EEVO ALL 0511RIX-D AREAS
Dill IFM
6RAV& lLH 9/4"t. et&L CF WASE® PT RNM ROCK INSTALL A" C I Mill
27 II•DERSrORY (<)55 OVSZST
IY' / • A \ i �� 301 15IW75 NEST SF?LVZ APPRO�D WE® BARRER I'll
� EOL7• rX' CATTA/CS .
/ � 94 ` T- IF StVtL CE (LLTtRP� WITH PREDLMi4ATELY Kf]JTF d_I.FERA55 SEED OF RELENT
�5 7
/ • V4EA5E RES161l WFR0PWTI9F1S. NO 6UWA4TEF ON SCD MIEFT ANY SCD Wr
/ \ 3 I Atl111v1N PRiLLIANGE SERVIGE6ERRY s4rI�AGrazY AT TIME a° CcfiPT ETICtt W�PLrwN srv+J ee PRa F11Y to f1JtCm PRIOR TO NOW t
f CA.FLET116N OF JSB. STAKE SLD ON SIRES '� AND H2PJTFR
/ / / +•�• , 'J?a4 - DARK MIMOtAL.L CE "W PEP WRDtVOL9. INSTALL 4" GEPFIt N 9 FILTER PADR16 at
t '� � • /� � \ 9QS / / / °•7&+ J 3 CaREENSPIRE LIhR�EN f7 r" ARAM All. TREES LOLATI;D Ot1TSVe PLA ITIND DO*
/ / h - (,GNTRALTat 15 RESPa451WP Pat OAtNER APPROvED IZRI6ATION C£5KA'1 AND WTAU.ATION.
IR wTILN CLNrfWTLR SHALL W&WI NTE HSTA .Ll a' ALL WaSSARY U•LER-PAVEMENT
PVL S_EEVES CEFORE PAVDRNr5 ARE PIF.
M J J
— t705rI•Y> TRSS S'tOA4J GN ihi5 RJV•1 ARE TO REMAIN. STAKE 4' Itr" H" VISIBtJ1Y PCi.Y
SNETY Fl PW LINE Cr IDUSTl IF TO ReMR VERIFY IFIMPIl OF WWrArM
EX)SFI� 7RFFATLI•E. TRM ANY CRastTs/ 15WIJCI'FF�. AM PRLPE POR tEAll
a6
6FERMIAL 61`04K "M EAFZl..Y
' 9 // // / ' J / .• `. '•. ` SPW)•Y� RAPIFIY� (CEFORE APRMD Gf.RIJb U R.Ndt'Nr� AFTF32155 SEPFEt.1C£R}
F i AgWe 6a4TRAGT REPAIR t TIRF IN STATE XV CITY ROW PAMAl BY
61" IY.TWN TO at aNu OR CETTl3i 60wrrim
` ; /5 / / GRASS SEED SPECIFACTIONS:/ � \ Y 2 OR PIN OAK Areas to be seeded shotI be per MMOr section 3870,
FIN. II/ \ mixture {(000. Mulch per NWOr section 3882, type I mulch.
/ � y \ \\ \ w'k y Prepare all areas to be seeded by disc/ t i I 1 Ing to a min. of
� Q / °�t; 3" depth. Restore all areas to finished grade. Apply seed
O AUSTRIAN Plt� 0' tif. � � / v s � � ) \ with a t3r111 ion seeder, evenly @ 401 b per acre, passing
areas to be seeded two ways, providing I/2 the total
spplication each pass. Apply approved erosion control
' t m / seeding blanket on slopes 3:1 and greater . Instal l per
r - -
lei mfgs. specifications.
THORtlSSfiAWfWJRN / / /� I i5 /Wv DATES: Apri 1 15 — May 15
\
Z THWOOD RED MAPLE August 15 — September I5
f ' 4 NGRTHERN PIN OAK (Contractor to provide erosion control measures prior
h / to seeding)
5 NORWAY PINE 7 Hr. ° - - 49 Cyt 4 ! AUSTRIAN PINE
- -
. �` PLANT MATERIAL
soD I I 1 0
/ tir ' l�1Swr1tY SIZE . TPWT YPE �l RA&E.1=
m` 1 I i
- - - - - •- Hr. NORWAY PINE
/ , 6 (A5 NOW) WD Pinus rasinosa
_
3 NORWAY PltE 8 HT. S�WIl tAN ILLIANGE RVIGECERRY t% (n hbTF r 00 Ptn BAreeP nolo
NALSTPIAN POE
} I 1 I / L� W d "T' Pinus nigra
o ' L 3 VORTHERN PIN OAK 35 GAL, 1> 95• CAL Wo NlatmeRN PW OAK
NORWAY PINE 0' Hr. &I • ! � 1 i I F 6 D Quercus etItpsoldalis
1 t I // ' WlZnlERN PW 0K`F ( I 1 t t / 7 25" LPl_ 1 Quercus at i ipsoidol is
SWAMP Miff OAK
' m i i I I ; / / • 9 25" GN.. Quercus bicolor
CRASS 1 I 1 I
co9
/ / 2 5" GAL REP ON(Quarcus rubra
I I 1 i I
1 I I I t I n � • 6 2.5" LAI.. EsT.B Acceerr rubr = Northwood ��
1 1 I m MOOP REP MAPLE
6RElT n LPLt:S)
A" EEE 6WF BAWL A41L11 AT 1 r ( t 7 25" CAL Cd9 RMRM
os nal No�r�th
BASE CP SLRPEN. 8 DEPM J J L - - J I_ � Ti I to cordata 5reenspire
TYP EDSE TREE DRF LI >h 25" LPL WHtrF•SPM W ZHY 1 P P V i s o o * t h M l o b *o o i S $ 447
TYRGN_
1 Detulo lot h Iso 0 onico Whites ire
tttLANDSCAPE PLAN
11 15" LPL ALK"o h i er 4LF SERV RRY
O I .L - _I � • V Nllopik hier x grondiLlora Auturm •BrSlliance
r0 1 � , r - - ,, r ! r 5 I5" CPL Lrh ootoegus eruussgaa Ni l Tnermis
AMR M. ME MAPLE Rnisias
aLIMP ASA Acer ginnola Fmeio5/1`;10% PER OWNER REVS' W
DWS NEST SPRtkE 5120102 PER OMER REVIEW
HYDRO-E)F M MIX . I I t I gpt 630 2k" `•�• P� Picea obies Nidiformis 5131/OZ FOR FPW.
•i; I FUnFE DYAN5YR1 SPACE ( I I ( I ( ' "� DART'S RED S°REA
1 a t I l I , IT 20" hr. Por
1 0) Spiraea x bumaido 'Port's Red
1 t I CRANCERRY earaeASTPR
0 i I I I ) 14 (8" ISM PQr Lotoneaster apicutotus
` — i'-• I ( ( Aaa:. SLD, tT;'6RY7, ft.,WrI46 SOL eRA%B. MLLK Ill PKWY.
1a,
3 NORWAY PINE lir. f I a - - - - - - s o D - - - - J 3
N 94 ay 1*
1 hereby certify that this plan,
SWAMP WHITE OAK specificotlon, or report was
All ' 1 : MAPI E P R4ypN1 .1y LAT 46 9T9 ti ' }r prepared by me or under my
N TR EYI _ —. — —.. ( V1 I 30 0 30 60 RU xwa7es cY V•
wwraxuwtrAm direct supervision, and that i an
aoAaescoko o duly licensed Landscape
� _ We State at under Minnesota.
94,
of the
2 WRTHW06P RFD MAFLE SCALE IN FEET WMAN WA" N= raa
f JI — 949 _ _ �A7RDftJAE � IRE t _►
I _ _ Will" �,� rt icMV AV uw �rArn Date 5 Re No.
— — — =GRADES�Y_�.DDC E1Jr?i ERl .1 ert aea _
e r nsu Robert
t Mu or
1x �►� 5 DATA
of~ a evne f
Aa
89'482 W 2 48 Tl IF AREA = ZIP SQ. Fr.
Mehil OILY t4n1151m Rt.
N89ear varR� a °mr au. Dslm h1 SJL"'49y6 F£R PLAIT QESC ) 1' r «we cane w°e
wN epi E LCL r MM UL , a6kei 6)
<, 6RtN SAGE AREA = 129y76 SCI. Fr. ([59 ) 04/22/02
2 SWAMP WHITE OAK N �rn Dote
Wp TOTAL MPERVOW = 57155 SQ. Fr. (
2 RED OAK 3.5" GAL. ye ''vo ti MOW
C(A.F AREA = 19,9%5 SQ. Fr. (IISvas. evx n>nur. ,Ji
PAVD�E.ttr AREA 10.6 SQ. tT. (?�) 'r' :-,•. -. . " .
FOX
PdAg! 2 LIMRP t�6JM15I0N umiaru au
_ 6REEN SAGE AREA = 86:368 SQ. PT. (48%) ,era atcua SH Wr
TOTAL I.IPERVI0115 a 94609 Sq- Fr. (529.) [+1360708 SQ.
FT.] Li RIFF y� = 40.51b SQ. Fr. (2255;} [+2095. s4.
FT.] NOr TO SCAE
PAVB,E2df AREA = 59,785 SQ. Fr. (295 [+15755
5Q• FTl OF
GENERAL NOTES
BENCHMARKS: 1 . Reference In these Plans to "UNDOT Standard Specifications' shall mean the Standard A S S O C ! ATE S
(Per the City of Prior Lake Engineering Dept,) the Minnesoto Department of Trans ortation dated September 5, 2000 and o6 subsequent Specifications pion oto
f
Da P eq apply
to the prior of
1 .) Top of top nut of fire hydrant at the NE comer of the dote of the Advertisement for Bids; provided that the provisions for measurement and payment do not apply to the work of
Cottonwood Lane & Adelman Drive ills contract. ARCHITECTS
Elevation R 946.38 feet 2• Existing boundary, location, topogmphlo, and ubitly Information shown on this plan Is from a field survey by Sonde Land Surveying, INTERIOR DESIGNERS
\ 2.) Tap of top nut of fire hydrant on the south side of LIC. dated 04/12/02,
° Cottonwood Lane 1000 feet* east of Fish Point Road, 3. Refer to the sitepton for the most current site layout and dimensions.
rim CONSTUCTION TEMPORARY ROCK Elevation . 948.03 feet 7255 ENERGY PARKDwvE
mST.PAUL MN ssios-si 16 .ENTRANCE 4, Perform dl utility work in accordance with State and City requirements.
9i,a"o•iVA ua, PH. (651) 642.9200
t > .
Ine,4a9ar :s ' � alt 5• Connect to existing sanitary sewer MH's by caredrRgng. Connell to existing storm sewer MH's by either sawcutting or eoredrig(ng. FAX (651) 642-1101
Poor - Use saws or drills that provide water to the blade, Meet all City standards and specifications for the the connection.
Ili \ SILT FENCE Reconstruct Invents after Installation. Use water atop gaskets In order to provide watertight seals when penetrating o structure wall
with a pipe. Take measurements before beginning construction to ensure that service connections do not cut Into maintenance
a� a11 b� ♦ LOWER WATERMAIN TO access structure joints or pipe barrel Joints
S
a \ e oo c CLEARANCE MIN.
6. Testing and Inspection; Ali plumbing installations, including water and sower services, must be tested and inspected in accordance
+bre SEWER AND , with the requirements of the Minnesota Plumbing Code (Minnesota Rules Chapter 4715). Coordinate testing end inspection with the
vsz Aa .c p _ 1-888.258-0608 State Health Deportment and the City Public Works Deportment. No drainage or plumbing work may be covered prior to
+
srowan owapa. ova. �' q \ 1 ` AT CROWING. completing the required tests and inspectio ,
of
coulto2. a ,avr%m � �, Tao �1 \ / ',r r \ 7, Perform trench excavation for all utilities in accordance with the requirements of O,S,HA 29 CFR, Part 1926, Subpart P.
• 6). Aaxc � u % � y � go •-••.pbg d,' EXt5fIN0 FlRE NATIONWDENA13M 888.258.9806 'Excavations and Trenches"' (www.osho.gov) i
erne s caw, ro +sso t1 ,, s
,. recrAmxx4rA IoM ��M 'i .a i CALL BEFORE YOU D)3 8, Coordinate bulging utility connection locations at 5 N, out from the proposed buRding with the with the Interior plumbing -
we aces,° s43sux oa sc4vm
ELMlet �• �tyt ;° \ contractor prior to construction. Verify rater and sewer service locations and elevations VO the Mechanical Engineer prior to
a. "SII 1 " YwrtNa nTslex REPLACE CURB BOX II construction.
atwACDOi:onmIII a./w4sAensaes CAST= ON EXISITNG co 9. Contact utility companies for locations of oil public and private utirdies within the work area prior to beginning construction:
OP�M1 "' / / •Z�i+' ,p` WITH NEW NEENAH 329D-A Contact GOPHER STATE ONE CALL. at {657 -454-0002 In the metro area, or /1 -800-252-1166 toll free for exact locations of
° 1 T5 ' 2" CURB STOP CASTING, (FIELD VERIFY), existing utilities at least 48 working houre before beginning any construction in accordance with Minnesota Statute 216D. Obtain
CATCH ASW M W P�CMN 00 Vim' �Cf �� ( r . ' .' AND VALVE BOX ticket number and meet with representatives of the various utilities at the alts, Provide the Owner with the ticket number
,o1pQQ ') \ / � ` ♦ irdorm rti n. Gopher State One Coll is a free service that locates municipal and utility company Ones, but does not locate private
6v , � _sQ ^ � ; ,: -. utility tines. Use an independent locator service or other meant in order to obtain locations of private utility lines Including, but
•':,: ' CONNECT TO EXISTING 18e RCP not Omiled to, underground electric cables, telephone, TV, and town sprinkler lines.
J q� / f0�i""i. : s - 7 ST: S. SNB %" NEW MH {1 .
' : ,31/vi .•• , .. SQ. oda FIELD VERIFY LACAMN AND 10, Pothole to verify the position of existing underground facilities at a sufficient number of location In order to assure that no
�, � yTr • ° INVERT ELEVATION, conflict with the proposed work exists and that sufficient clearance to available,
?� ,� . \• . . sn6 / 'do c1` y+ it . . Where existing gas, electric, cable, or telephone uUnties conflict with the Work, coordinate the abandonment, relocation, offset, or
EOOf ot• ca7T,vtS �B i -346' '. support of the existing utilities with the appropriate local Mildly companies. Coordinate new gas motor and gas fine installation,
/ ,,. CONNECT TO EXISTING electric meter and electric service installation, cable service, and telephone service instoila(ion with the local utility companies. NO"
a � � 9m$ { •N \ pjj� r 4y , 8" SNB WITH NEV 2'
6 W \. sva 7 c CAPPER WATER, FIELD 12• Mange for and secure suitable disposal area$ off-site. Otspose of all excess soil. waste material, debris, and oil materials not
VERIFY LOCATION. designated for salvage. Waste material and debris Includes trees, stumps, pipe, concrete, asphaltic concrete. cans, or other waste
3 SG S, CB +� a' ^ \ � / / / �° °vtp i`F•U A•y . ' eE, material from the constiuctton operations.
TOP 944.50 �� / '� ` � / / X18 a,° o'4'•t° CONNECT TO EXf$RNG 13• Straight lin saw-cut existing bituminous or concrete surfacing at the perimeter of pavement removal areas, Use saws that
INV. ar 539.50 4j f� ��•"[RCp ° r 9 nes 8" SNB WITH NEW provide water to the blade. Tack and match oil collections to existing bituminous pavement
'raj / \ 9,a 1Z! / / / �"""`•.-- a ? •a \ 8" DBP WATER• FIELD 14, Relocate overhead power, telephon, and cable Ones as required. Abandon and report existing on-site wells and septic systems In
8" TEE d s / / / / �\ c VERIFY LOCATION• accordance with Minnento Deportment of Health (ADH) requirements. '
414• / / ° 7 15. All materials required for this work shag be new material conforming to the requirements for class, kind• grade, size, quality, and
FLATUTILITY A DRAINAGE EASEMENT P e y / / other details specified herein or as shown ,on the Pians. Do not use recycled or salvaged aggregate, as haltta
PLAT OF WATERFRONT PASSAGE AGO. ^' �� :� '� / / �i fj` �/ , � � -^t3 � CONNECT TO Extsr, Pec+ 9re P pavement. crushed
8" �•M,AL� \� / / ry / / ' •+_>,2 SAN, S, SNB, FIFlD concrete, or scrap shingles. Unties otherwise Indicated. the Contractor shall fumtah all required materials.
VERIFY LOCATION AND 16, Reconstruct driveway° and patch street to match existing pavement section and grade. Sod right-of-way The work area shown
� � / / • °�,� . ISELEV. Is general and - may need to be adjusted in the fleld,
T
SNB AN PLUG � ' / • r• 9u7 w2 �
8" DIP W T �•• ,L •� r / / Q Q' 1 o al. ,,s0 W \ 17. Provide traffic control In accordonce with local authorities and the Eltnnesola Manual on Uniform Traffic Control Devices (MMUTCD),
ng Ot dated January 2001 .
/ X >a inCludi the Field Manua* for Tempora Traffic Control Zone Lavovts
V Y / / ` /` go / 9449 / � 9ro 10 \ g cyst piece CONSULTING CIVIL ENGINEERS
� : 16: Provide and maintain temporary drainage throughout. concretion until the
c,r ,C\ 9a2s 7 ♦`y-• \ Po ry 9 9 permanent ry drainage o I and structures ore to
9$x9 CeT • 1 � � s r 4c I as r '� and operational. Install temporary ditches, piPin9, pumps, or other neons w necessary in order to insure proper drainage at all
9,a,1 V9 / 47'9 �` -'j -� a ' ♦ `c A960 "• cls times. Provide low points at building pods or roadways with positive outfalls. 4200 tVESTOtD SHAKOPEE f�A01SUfiE230 1
*p Tc 41+ �� ` \ i ♦ ' ( , 'Q�, / 9 o �v "co \ µKP 19. Protect sub codes from da surface water runoff.
BLOOMINGTON,(9S2888lw3�MiNN TA SSW i
9a1T 9a7. j •tai' g mage by I
/ 9n.7 DIP i �^r. /, / /,'a sc :..♦ (052) 811.1013 FAX
69.I.V. a � �/, ^ 4+ \ / y �: '>�@ �� \ 20. Comply with the work safety practices specified by the Occupational Safety and Health Administration (OSHA). Comply with all `caw •°u dedY¢°a
FW - e s� ad r a `\ applicable local, state, and federal safety regulations Construction safety is witty the responoibgty of the Contractor, who is also
HYDRAIRT So s solely responsible for the means, methods, and sequencing of the construction operations-
_ - - LOGTION ? a s ' 9IA G ♦ ` . 2 ST. S CB
- .- ` - -- - - _ -.-._ r,. i �t� a,ae � � � $♦ °r> 21 , When sowing or drilling concrete or masonry, use save that provide water to the blade ..
ry q2 ,�'
]] \ 943.50
47.to \ra% 1 • 4Z25 z - _- 7l. - / / -' 9} \ INV. 939.50 22• Adjust
all curb stops• vale boxes, maintenance hole costings, cetchbastq costings, cleanout covers, oM similar Items to. finished
a 1�-- / i / V, l 97as •'° grade. i
P .. . . -_ . . _
Ito
4 ST, S. Cil ° e,e.T "- < ---✓ 1 47.65 `c / : ^ , 23. 2% maximum slope in oil directions l.0 handicapped oocesslble parking areas.
UTILITY fi DRAINAGE A£EL/ENT PER ♦ J! 1 SL S.
TOP w 946.30 c to 9�So PLAT OF WATERFRON a7 AGE ADO, n• 1 \ 47.55 qP cf � ( ? �E N��
INV 939.97 Tc 7 ^a $- tis ,T �, ,/ / Opp �aO to R-3290-A TYPE 24. Install oil pipe with the ASTM identification numbers on the top for Inspectan. Commence pipe toying at the lowest point In the
b 9+a 7 �9a / s, / / v ,:• ( 946.40 P Fq CASTING proposed sewer One. Loy the pipe with the bell end or receiving 'groove and of the pipe painting upgrade. When connecting to
47,10 'I• '' '' ' xs /� 1 FN, � 838.8* an existing pipe, uncover the existing pipe In order to allow any adjustments in the proposed line and grade before Wrig any
SEWER CLF1(NOIfT � l 1 =" 4 'q p' e
IFN. a 941.26 °LE
SEWER CLEIVROIli 25. Obtain and for all mi required Y 4 i project.
4 9,So ae :;: ;. ;; ; ; ;� ,; .;. 1 •;e g; .r , ,. :° i •< . : .'.• c : r INV. 0 g37,gp inspect work>n accordance With oildt a ate codes, ordinances, or
over 1M1e Execute and
To = " _ = : y i - 9 pertaining to the particular type of
h ? .9 9,$e 9ae.T lis v a0 8" ^' ` : r4 ,• 47 a 47.90 ,• .,; �s I `,Lb / work Involved. 1
.a goo 00,11
STUB AND PLUG g%Lr TEE. Ir HYDRANT
60 PVC S y °i m ; / _ _ \ /� / / e 26• Measure pipe lengths from center-o ,, structure to canter-of-structure, or to the end of aprons. i
IFN. 942.16 a « ' °'' / 0 ANMD FIRE �FtYDRANi 27. Obtain permission from the City for work n the pubgo right-of-way.
�10 also „ / t �� / / �A7 �e
28. Existing utittUes shown an this plan are locaW as accurately as possible. However, the Engineer does not guarantee that all
LOWER WATERIMN TO 1 1 a px ( SEWER CLEAMOUT utilities are shown, or H shown are In the exact locations indicated on the plan. It is the Contractors ce
responsibility to asrtain
MAINTAIN 18" MIN. / 948'9 1 n 'j SD / �•�� ' IFN 938 50 the final vertical and horizontal location of on existing ut pities (Including municipal water and serer linea and appurtenances) and
CLEARANCE BETWEENSite T / 1 48,50 ' 4) / to notify the owners of the utilities a minimum of 49 working hours before starting construction In a given area, requesting
SEWER AND WATER p 1 9 6Tr J 941.1 q A location in the field, as exact as possible, of all utilities which may be affected by the construction-
/4P L2R0551N8 z et c 9117 b I 1 \ �5� / aT AT BLNLDG.�i 9t842 S0
tY X _N NORIA 7t N 1
U.N£ OF for 2. BLn. 2 v 94 S/?0 / / 2" LANESITC
5 ST C uNa EASEMENT / ' $ 1Q 1 � ST cSe ( I / WATER SERVICE
`E9 . 433055 ,�, w6.7 0 ( ( 48.75 48.75 I / _1j• ,a1
caAss ,T9� '� 's f' � j' / G 16" FIRE SITE GRADING NOTES :
S83'r3'�Bf rat52 PROTECTION
e Trio yt0 + r \ . a �9'h /• ; / ) SERVICE 1 . All proposed grades shown are finished grades• Finished grades at points between spot elevations or contours are determined by
me �za ! 1 97�v L_ ' uniform slopes between the givengrcdea. All proposed spot elevations at curblinea aro shown are to bottom of curb (gutierilna)
( MIT union otherwise indicated-
9,is
• car �RE I 5O UTIUT k OR NAGE ``�..1tL,�PER cnr At locations where now work connects to existing work, field verify existing elevations and grades for to beginning the new work. M V1V4
8 ENG 1 48.50 PLAT WaTFROki ASSAGE"t'f1. 2. 9 Y 9 9 Pr eqi x'9
STUB AND PLUG I Match existing grades at construction Omits. Y
I 12" PUC SL S. 9 C FA = 949 9 . 49.00 5 , �� E:J
INV. 941.20 ° / • ' P PQSE� �UILDIN6 �` 1 , 40'' ( 7 ST' S• CS 3• Remove all unsuitable material (organic soft, uncontrolled fill, debris, and natural or artinclal obstructions) in the zone from t m
' 947.6 FE, sa 49.00 ! 1 TOP w 947.75 (3.28 feet) below the finished subgrade to finished subgrode in the proposed pavement areas. \ITI'�f11-
12" PVC ST, S 9 I sD f • 1 9,1 , \ 9n.e IFN. 941 .25 CONTROL
flet 1- 1�11I1/
L - 1 r 1 j OAT 4. Compact bockfitl in all utility trenches to 95X Standard Proctor maximum dry density (AStM 0698-78 or AASHTO T-99) from the
�s pipe zone to within 1 m (3.28 feet) below the finished subgrade, and 100% Standard Proctor maximum dry density to the final 1
.ry^ V
In (3.28 feet). Provide density tests in bockf ils and fills placed beneath footings, aloha, and pavements, At least one
C BERM LOCATION. rc s4 I 49,00 s r� ` caro 8 ST S. CB compo Urin test is required for every 100 feet of trench at vertical intervals not exceeding one foot. Rtrisirol
MAINTAIN DRAINAGE 9 s (- J ' - ` \ � ui ! TOP 947.75 5. Compact on fel toted in
SWALE ALONG EAST I 94e.e t8•50 `n �" 943 \ CAT IFN D pavement areas in accordance with MNDOT Standard Specification 2105.3F1 (Specified Density Method). 05/10/02+ ILMILHES; GRADES
PROPERTY LANE. / �I 947.6 M A „�, \ a 941 .40 Compact all fill placed under buildings in accordance with the recommendations of the Geotechnical Engineer, nt �4�M. �•rr._•a� ��4, .,p�r��p.
M .�' 918. 1 \ \9119 10 m ` 0513/02 QIEPU V GRADES;
a a 9 4 „ 6. Campy IYitlm the requirements of 0.S.HA 29 CFR, Part 1926, Subpart P. 'Excovotlan and Trenches.' (www.osha.gov)
N S O 91C l O 1 12 }' Y 46.50 ( nl ` y \ 91t� RFT.n1�
1 ` \, \ 7. Construct oil proposed sidestep" with grades not exceeding 3:1 (3 horizontal to 1 vertical), union otherwise indicated.
932.6 O6
4 s 48.50 `t 8. Test roll the budding and pavement areas In the presence of the Geotechnlcol Engineer. Perform base preparation and test rolling 117102• NEW WATER
1 9 ST. S. Cil 9 placing 9 /9 plant mixed SERYICE LOCATION
3>�1 \ , \ prior to curb and utter toratruelion, tact of ravel base, sand rove) sub-base• bituminous stobl'llzed base, or
v "• t 9 l.4`} \ TOP a 947,50 bituminous base on all street and pavement areas. Test roll the area between 300 mm (12 inches) outside of the back of the
got6s:.a , 949.1 40 94j ''' m cufba on other side of the paved areas. Use a he neumoUc-Dred roller, towed suitable tractive
c f 9� se INV. a 941 .70 sty P by equipment, with two 07/01/02 PR 41
P Cb 1s,, wheels spaced not loss than 1,800 mm (71 inches) apart (transversely center to center), tire size equal to 18x24 or 18x25 (18'
SNB AND PLUG \ J 9 / V•- o4<.s n I-1 n\ N I •7- I wide) inflated to o pressure of 650 kPa (94 psi)• and o gross mass of the roller not less than 13.5 metric tons (14,9 tons) and 0812/02 PR t4i BERM LOCATION
12 _ _ /-1 /1 / not more than 13.7 metric tons (15.1 tons). Test roil the above specified ores in o manner such that each port of the area x/18102+ R GRAS
/ i /-� \/ wue � / U / V comes in contact with one of the Was at bast once. Operate the heavy roller at a speed of not fess than 4 km/h (2.5 mph)
5 e q" z• ( \ and not more than 8 km/h (5 mph). The subgrode shag be considered unstable if. at the time that the heavy roller posses AT FEW PARKM AREA
1 9� over the , subgrode• the surface shows yielding or rutting of more than 50 mm (2 Inches), measured from the original surface to
Ott! ,#, J 1t
12 JOINT a / 1 - t- 1 a ( I SILT the bottom of the rt Cored arty soft spots or . displacements which appear during the test rolOng by scarifying, aerating or
y / / h watering, and recompacting as required to obtain stob101y or by excovaling to solid material and bockfilOng with material suitable I HEREBY CMFY THATTHS PLAN,
TE for base construction. Remove material such as vegetation, rubbish, large stones• pact and wet clay. Retest the area after SPECIFICATION, OR REPORT WAS PREPARED
correction. BY TAE OR UNDER MY DIRECT SUPERVISION
m
TOP m 847,50 -rj+a • 9<9.a -•� p ` xj 9. Perform soli correction procedures and compaction In accordance with the sobAND THAT IAMAOVLYLICENSED
Solis report. PROFESSIONAL ENGINEER UNDER THE LAWS
O INV. 4" 941.00 r4jaTx ( 4 9.so \ \ g.
v OF Tiff STATE OF AUNNESO'TA
'iso+ 10A9 9$4,4 9UA 10. Coordinate Inspection and approval of all On material prior to placemen( within the building and pavement areas with the
7 c 5 94 yr \ \ � Ceoteehnkai Engineer. Use pity uncontaminated tOl material. googo:
93sS9 31 t urYYw9;, ^��y. �_A \ 1t. Conduct all grading operation In a manner that minimizes the potential for site erosion. NAME
Ogg goggg� A.. S- 94S I 12. Grade the age to the finished elevations shown on the plan. Import embankment material, or remove and dispose of excess DATE OSIP18 2 REG• NO•: 8734
y o t N 9/p• to
AV s_ A L AINACC SEMENT PER 1,11 $ �o IO excavation material as required. Provide waste areas or disposal altos for excess materiol Including, but not limited to, excavated
�+ q 946
/. •-^ J+• 9sl.o /9s+.o -PL WA RFRONT PTr56AAC apo. n••on. ��rz' O r ES r material or broken concrete that is not desirable (o be incorporated Into the work Involved on this proJeeL
.z _
X131.9 4 ,Y- �'_ _ 1tA7I13$Ial lb. 'PfY,/,r'VLW/
--.y,� / 9s+. 94x9 -••-. •- •--` \ � 28778 •-'k'•-• " 13, in areae where flit is placed on sbpea stepper than 5:1 , horizontally bench the elopes in order to Increase the bond between the
\gSLY/kI UN£" OFZoll 4' 3Ld� I - 9589 • g3ay /YZ<9 48 :28 "{Y ._',_,_ ..•" •r` �..y \a58 cep slope and the proposed embankment.
"IN \\ AU •Gil- --9♦,T-- _ .., �`.%,.• 9 T� 14era 67 MAO
ggIJ- 9 _-sT9� " �9s96 OSTIA PER�LAT k ESC.f� raro u9 y 9t° ° \
' M3 •\ ./ \ \ \ . 9.7.s Nov arrxe4mr N e^ - - 9.sa (&*ltd IT Bi•M
30.1\ �•_. __3{g.. __ .�. N IseDait 04/28/02
951.? SPIV Irk
919.1 \
949.° 9
s4o+ i
1 Y7.1 \ 143.7 30 0 30 60r
P(23E
SCALE IN FEET SEE ADDITIONAL NOTES AND
DETAILS ON SHEET C2 C
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CIS
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