1999-04-06_MINNEWASHTA_CLASSROOM_ADDITIONF71
F
6171 PLAN
r . 4V-V
kdSwkn
M =
CT
OMr, M
a"Bt g
$a m
:;; Id4 W
'Sp4
►aoiis
111Sh1100
IAonh
One"
NO=
O-oft
Oi
04 /O6 /"
Oooa 6�
OMNI
Blur! Bro
cmim71 m 086
BY oft
h\ 800�O81 \cl�coy\ r100.dR
Or 0X
YPB
Oltlol
1s
IL/
A
A *dlb
MINNEWASHTA
ADDITION
9"lb
SITE PLAN
adr.r.
R100
BASEBALL MELD
'-EXISTING 12' RCP
STORM SEWER
PLAYGROUND /OVERFLOW PARKING
KEYED NOTES
KEYED NOTES ARE DENOTED BY 1❑ ON THE PUN
a CORE DRILL INTO EXISTING SANITARY SEWER MH AT
INV -963.8 SEAL OPENING WITH WATER TIGHT BOOT.
Q ENO 6' PVC 0 INV -965.4 5' FROM BUILDING. INSTALL
6' PLUG. VERIFY EXACT LOCATION AND ELEVATION WITH
MECHANICAL PRIOR TO CONSTRUCTION.
3Q CUT EXISTING STORM SEWER 5 FEET FROM PROPOSED
BUILDING. REMOVE PIPE UNDER PROPOSED BUILDING.
REPLACE WITH 60 LF - 12' DIP UNDER NEW BUILDING
ADDITION. COORDINATE WORK WITH MECHANICAL
CONTRACTOR AND FOOTING CONTRACTOR. MATCH
EXISTING SLOPE.
® INSTALL NEW MH OVER EXISTING PIPE - TOP 1112.0.
MATCH EXISTING INVERT 865.59. CONNECT DIP PIPE
THAT GOES NORTH. PROVIDE OPENING FOR CONNECTION
OF ROOF LEADERS. COORDINATE LOCATION AND WERT
WITH MECF4WICAL.
50 THE MAXIMUM LONGITUDINAL SLOPE ON SIDEWALK
SHALL BE 5.05 TO ACCOMMODATE THE DISABLED.
UTILITY NOTES
1) WATER SERVICE TO MODULAR CLASSROOM ADDITION
SHALL BE CONSTRUCTED INTERNALLY. SEE MECHANICAL.
GEOMETRIC GENERAL NOTES:
1. REFER TO ARCHITECTURAL PUNS FOR BUILDING
LAYOUT.
2. CONTRACTOR IS TO COORDINATE ALL WORK WITH
UTILITY AND GRADING CONTRACTORS.
3. ALL SIDEWALKS SHALL HAVE CROSS PITCH AWAY
FROM THE BUILDING. THE FONUMUM PITCH SHALL BE
1.0% AND THE MAXIMUM SHALL BE 205.
6M
1116
SCALE 1' - 20'
0 10 20 10 60
LEGEND
................... EMITNG EDGE OF 9BUYMDUS
PROPOSED CONCRETE STOOP
PROPOSED. BIIVMMOUS SIDEWNX
....... ..... EASTNG BDIMMOUS SCCMNX TO FEMQM
PROPERTY UlE
ENSTMG SANRARY SERER
PROPOSED SA -1AR/ SEWER
BURDMG SETBACK
•.. DaStM STORM SEWER
—�
PROPOSED STORM SEYIER
• PROPOSED STORM SEWER M.--LE
r .
Y IW' .f mCKrt ¢Cfb
4
v
I .. � ''� •A6.a ra4.cn ..a
�-D @GKrE 4-t PMIL R wAW wOw. K W.Mro4 gTYFt
Mf 91N1 Mlr. W Vh'G1. v4Y. M m16eR iWr LIMA ..GL
27' CATCH ]ASM
A1W1[6w
I.t.n.r 0.6p
RWWM?
Cono.¢6- S—
III
Culliv In G-9
Henn..
Dinar. PA
201 Mon SL SE
SMt. 325
a w
$5414
Togs. -c
612 - 379 -310)
F.. k
612 - 379-4400
YMr��
.O.in1Aa..w.
61) INr 9t -'2�1E
ENGMEERR.G �-
coaPOaAnoN MIT; MI.4py re
waM.�s riv+o � - u
IROmRR D-@ .I[9 M
I
DM. 4/06/99
CM NL C6C 990Y1
m
D.Be t Pb— ED
rk P...
PK /AD
Proj.d tits.
MINNEWASHTA
CLASSROOM
ADDITION
OL Co '-- - - - - --
R-- 911.90 :••
RN -%RL" (11131) YFAFf)
- N
is
1
I
wfI N MA L, -a
.ma W.
-..
� I zrrra wiuz'r -�aiP. 10
InID STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOUS14WG BUILDINGS. CALL
(651) 454 -0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES
M •.eo Mu. - vmb s r�¢r Lr snuenRC UTILITY OWNED LINES BUT NOT PRIVATE LINES.)
THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND
PVC PIPE TEDGO�G HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE
DETERMINED BEFORE COMMENCING WORK.
WATERSHED
CIT UMPAT
DIMENSION/
UTILITY PLAN
SN..t Number
1
4.79. s1r0 -.-wMr M.M
MR.
..ovua PYAL - mP.er- m Ar vnsr m
i- w -w 1° AmA. s vnw a
A CTLE WGN PIPE DEMM
A
SCALE` I" = 20
D _ I��
1
MINNEWASHTA ELEMENTARY
FIRST FLOOR ELEVATION 973.75
RNG PLAY EQUIPMENT AREA
(
I
11
LEGEND
•......•....•...... EXISTING EDGE OF BITUMINOUS
PROPOSED CONCRETE STOOP
PROPOSED BITUMINOUS SOCNA X
..•..••... •..•..•.. DOS=ING BRIAWAOUS SIOLWMR
...................
.. •.... _.:::- ..... -_. EXISTING CONTOUR
9T1 PROPOSED CONTOUR
M PROPOSED SPOT ELEVATION
PROPERTY !NE
.........•.., .. ENSTIM FENCE
SILT FENCE
_ - -____ SAWCUT
S 6011111E MMOaim Race POST
YFPeaLrn ODD E1ITim FASNG
i�fD *10 PO FT
1AY FABRIC = Apax
cq CIAO[
A
FABNC C OM TT ME SOIL P• e• :S
"ORS
1 POST SP1tlNG 5144E NOT OU= A TEE,
2 =TEXnU: FANBC SRNTL Y YYUFI'
TYPE OR APPP0IED EouN
1 IRAN PML BE A MA OF ! N0i6
DEEP ar E .iocs rAx
SILT FENCE CONSTRUCTION
KEYED NOTES
KEYED NOTES ARE DENOTED BY Q ON THE PLAN
Q CONSTRUCT SIDEWALK WITH MAXIMUM 55 LONGITUDINAL
SLOPE AND MAXIMUM 2% CROSS SLOPE.
a REMOVE AND DISPOSE EXISTING SIDEWALK.
J❑ MATCH EXISTING BITUMINOUS SURFACE.
❑A SAWCUT EXISTING 8TTUL9NOUS SURFACE.
NOTES
1) TOPOGRAPHIC INFORMATION FURNISHED
BY OTTO & ASSOCIATES 6/1/93
2) PONDING OF WATER AT JOINTS BETWEEN
EXISTING WORK AND NEW WORK WILL NOT
BE PERMETED. PROVIDE SMOOTH TRANSITION,
rf namMq COLOR ullaoC P.W
> �PNK i peI iRN T11N
xom YBe Lcieesc oce.NR Tow - }INN'
COMMM PAAMW FOR WM.K
aASS S Aomewt (IDES QN01, ND1.
BEYNNO oou14 PER mwoo, 2D1, PER N N/w 0Im D0IPAGTm TO AT
TYR NA ItAF Imi SOIiwVw PIwCNR ONwTY.
7
miivAena nUL
8RUTAMIOUS PATH
STATE LAW 40 IROURS BEFORE EXCAVATING OR DEMOLISHING BU.DINGS, CALL
651) OWN �NES B NO CATION F UNDERGROUND UNDROUND UTIU7Y LINES. (THIS SERVICE LOCATES
THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND
HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXALT LOCATION OF ALL UTILITIES MUST BE
DETERMINED BEFORE COMMENCING WORK.
Nod.t-
kA.w a11yi
11wEInq
(bA1eRCa1, sTIIa1.
UI
QA.,
Outw, PA
201 Mon SL SE
Sure 325
mm.v04 MI
55111
?a*—
612-379-3400
FGC*A e ,
512- 379 -4400
Men1t
Consultant
91 MM 0Y wM
ENQNG�R M'�"jy o1m
w K
um . mmrN:s
fPSNie
*Iw w I1eAO N,e
PR
Revisions
a
Ne
Re DEM 0NR0w
Otte
1/06/90
0— N1-
CIC 90029
O d Ph
so
FTP P11c
PO/AIC
MINNEWASHTA
CLASSROOM
ADDITION
WATERSHED '
SUBMITTAL
Sma Title
GRADING, DRAINAGE,
& EROSION CONTROL
PLAN
Sliest Number
2
W. —y NMPw NY1P RwR PA
oldp
C
ambo-�w
W
Oir. M
=rrs.t
9i ]�
Ww+a w
rams
rr re
Gomm
radiAr
w at I
ors oUa /w
as OL
kmmd Ar= Cnxnmoxu. UN
rt ftft
4�9 W�Df 1�d�aaV�U00.dR
tw ws
on" b IRs
NC/AA2 A
Awl
MINNEWASHTA
ADDITION
ews
FLOOR PLAN
ftdblbw
A100
I `* -
4
J
W
T
9
I
Q
W
W
a �
o�
w
Q
T
u
W
Q
9
I
Q
W
W
a �
o�
w
Q
T