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SANITARY LATERAL / 4 "`� v r� -e:e: 3s 5 �' _. -- THE 5PA--E f3Et 1),C THE SUR15 5"ALL BE FILLED IIATH SUiTAELE MATERAIL TO
5LO/��/ / \ CLEAN -OUT SEE - °y� ALv'2 S`�•' ET M.++, THE REGWREO ELEVATION ANp GOMF ACTEC M LAYERS NOT TO ExGEED 6' M DEPTH
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}Y DUAL 11 METER Rr"li \, yP /fC� ` C ' r' C - iNY.= 537 3 3UBC%*ADE`. JJDER ALL CLAM, SIDEWALK AK? DRIVE SHALL BE C,0r-WACTED IN ACC ORDNdCE
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LINE
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COLOR AS PER SPECS. : - - _ �- --
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^7 TO
SANITAKt' r W f�_ NOTES
1. Sanitary construction
shalt .:c -nt"rm to City ct Carmri sewer
.`_.ewer
specific jtlons and shah
prevail as tc, mater ;ols and methods of
constru tiOr.
Sanitary sewer laterals
shown were d sianed with PV(. F:ipc in
S5}'
pcco a4nt,e with A,TM
D -3034 (,•CDR and slope ,i minimum of
feet f i & i feet.
3. All PVC t ,,pints shotl be
premoided m•irufactured ono, installed in
accordar<:� with ASTM
C- 425 --6 CST
4 Whgre water lines and
sanitary sewer irnes run p �ral(el with one
another, a minimum of 10 feet norizc,ntai seporoklon shall be maintained.
5 No roof drains, f Dot,n drains and /3( surface drains may be conne,-'eci
lystem
to the sar-t,ary sewer
Including temporary connedions during
construe tion.
-vt
6. Building shots be serviced b a 6" minimum sonitar sewer lateral rile
§eoled tight !astic disc Wy
ends sr ill be plugged
and with water
re to tie titled up 45
degrees from hc,nzonto!, w7! suitable
ittings f..lr oil changes
in dire( tiion
Cleonouts Detail 7 / Sheet C4 shall r.,e provided every 100 lineal feet
of lateral ,tnd at each
bend greater thin 45 degrees
ASPHALT PAV M N1 _ SPECIFICATIQNS M
The paving contractor shall be responsible for the foilc,wing
?. The or,,c t,-, be paved shol!_be cl oied of oil rock, debris, roots and
vegetahJ,- An approved soil sterilont shod be utii�Zed to prevent the
growth of weeds.
All soft, yielding or other unsuitable materials encountered during" any
phase of subgrode onstruct;on shaft be removed e�nd replaced wit~
Suitable mate iai Tche repiacement material shall fft! the unstable area
for the entire depth of the compacted subgrode and meet the subgrade
compoc Lion requirements. The subgrode shall be shooed to the true lines
and grade as shown on the plans.
3 The sift•• rage shall be compacted to ' `% laboratory denssty as determined
by AA.,. D Method T -99.
4- The subgrode and finish paving shall Le tested by an approved testing
compon� for uniform smoothness, dengaty and grade ,+ area locations near
where s, own on this plan. The contras or shalt have the project engineer
present tc,r this testing.
`. Slope c,lvernent 0.75% minimurr) to insure proper s,:rtace drainage
6 The hot mix asphalt base may be pla(-ed direztly on the prepared subgrade
in one rff to the required compacted thickness •a':, shown on the clans
The hclt ~nix asphalt base shall be placed in one lift to the true I,rte and
Krades , . shown on the plans. The povin xture shall be lace i ynd
rnpocjen it a temperature between 250 °F 121° C) and 30 F "9 °� ;
s The paving mixture shall be trons°urted to the job site in clean weli- covered
trucks wah smooth dump beds. the base and surface rni<tures are to be
placed with self contained, power propelled pavers capable of plcc rig the n:'x
o the required dimensions as shown or thi plans
4 As halt grade . shall be determined by Its ability to satisfactorily c., It tr,�
a sFreg.ite, resist rutting and remain stiff 'During high temperatures amid
o sustan; freeze %thaw . cycles in additi•cn to e considera+;ons of
onticlpcted weather, mixing process and curing rate.
10. See d -t,ii sheet r4 for pavement cross- sections
:,iTE - NnT
1. Site i-,torrnatlon was token friam ~reeler- -Webb & Ass,0uotes, dated
Januor\, 24, 1998. it is the contrctors responsibility To verity existing
site cc;nditions prior to commencing work.
2. The -- tractor shall be responsible ff:'r obtoininc or ver!tving thrlt
all p#rr -,ts aV ap rovais are obtained from th respective •_itv,
county. v}nd ;'or slate agencies prior to starting ronstrt.i tir,ri.
3. The contractor shall consult with the Local Water ,`oniC ^n.,
provide oil rriatenals and labor and pay all costs not horne by the
Local Water Company to provide any new water sere ce
4. The p;,.,mbin, conttractor shall ,consul+ with the Loco( ,ompa" �.
provide all rrtgaterials and labor, and pay all costs not t�orne by the
Local I,as Company to provide any new gas service
5. The Electrical Contractor shall, ,_consult with the Loc.i+ Power Cornponv.
provide al; materials and labor and u.a all costs <an� `ens not t,:'
by the Local Power Company f provIA any new under irourid ele t: _c1
serve( f-
6. The Electricoi Contractor shoes :consuit with the Local Telephone C._,mpeanx,
and :•nC !i provide all labor and mater' a!s required which are not borne
by the ie,ephone Company to provide any new t�tephone service
7. Under:�r;Jnd water main service shill be ASTM--D:'.,_'41
g. The it -,c -ring water service shall be installed with a rt'•rimum of 4
,Pe
9. All uta,ty service lines sholl be --onstructed in with all ',rie
latest .appli able odes and to each utility s and,'.,r sit. stnndards.
10. Use C•.,rnpacteJ granular fill when utility lines are pioced under walk -
and ry: i eways.
11. Soil boi ir„gs have not been perrorrned at this time r- ivernent yrr
is b, ii red ,fin an assumed soil Vearing pressure oe 150( 1.)
12. Provec;r sieeves for mechanical work as required
13 Notify Enq,neer at least 1 day ; 24 hours) prior to pta�.n.q ar`v n, ete
14 keg ' Je -tween curbing sidewciiks, paving and b` +!dill~; -.t •;li r>e filled with
4 a *.apsoil suitable for landsc aoirig
15. See arcnitectural -beets for e>terior concrete sr e:if'catior�s
16. See `t,.s sheet fc:r sanitary sewer loterai specificotic,ns Ana requ,r-,erts
17. Al! ed -1e oT pavement radr• ar- feet unless ctherwise :'�vt, d.
18. This - tructure `;hall comply with fhe A -DA. 1991
19. Devel�-tr°r shall install 'k.nox- -Fscx' ct location app-,veer by tiro Jer,cr+ rent
20. Site
Zoned T
RI,ASE I (755 Carmel Drive
t -t ,area 3 54 Ac +
tra :noge Easement iarea 1.21 Ac. '-
F !i (765 Carmel Drive;.
�c area 3 -77 Ac. +i`-
roinaie Easement area ' r,1 Ac +; _
T ',al Lot area 7.31 Ac. + j -
Tc,f I Building area 86,860 sq ft.
Tc t•al Lot Coverage 777. (OF BUILDABLE AREA}
parking 283
spaces)
H ; ^di : apped Parking
parking "a0
F'_,turod parking �90
Fr,,rt ford Setbork 21J
Sc cIrd Setbacx 1 i
Lo- to,'sc aping Front. Yard 1 `'
Lar,iis�� ping Side Yard
P,r iu�red Front Landscap,n,) 5,935 sq ft.
F r ,,r t. Landscaping Yard 7.178 sq ft.
RFg:.j,r-d Leading Spaces }
L Icing Spaces 4
Mc,�„rrnum Building Height 5v'
i "'�N:sed Buildin: Height 38' -4"
GRAPHIC SCALE
u w - • -+q +o im
1 of rM }
1 Imt n 50 tt
SITE PLAN
SCALE:
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