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NORTHWESTERN NATIONAL
LIFE INSURANCE COMPANY
GRAPHIC SCALE
4! 4x 50
PROPOSED 8TOR4 SEWER
GAS MAN
INDERIsROMND ELECTRIC LINE
WATER LINE
SMITARY MANHOLE
EXISTING ST OR1 SELLER
FIRE HYDRANT
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I ASPHALT
I I PAVEMENT
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� ASPHALT PAVEMENT
ELEVATION
WHEELCHAIR RAMP DETAIL
NOT TO SCALE e�
CONCRETE WALK DETAIL
NOT TO SCALE BPt
SANITARY SEWER NOTES
1. Sanitary Sewer construction sholl conform to Clay Tw Waste sewer
specifications and shall prevail as to materials and methods of
construction.
2. Sanitary swere laterals shown e7e desig(�ed with PVC pipe tin
accordance with ASTM D -3034 `SDR 3S) and slope o minimum of 2
feet /100 feet.
3. All PVC joints shall be premolded. manufactured and installed in
accordance with ASTM C -425 -6 OT.
4. Where water lines and sanitary sewer lines run parallel with one
another, a minimum of 10 feet horizontal seperabon shall be maintained.
5. No roof drains, footing drains and /or surface drains may be connected
to the sanitary sewer system including temporary connections during
construction.
6. Building shall be serviced by o 6' m 'mum sanitary sewer lateral. The
ends shall be plugged and sealed with water tigght plastic disc. Wyss
are to be tithed up 45 degrees from horzontol, with suitable
fittings for all changes in direction.
7. Cleanouts Detail 9 / Sheet SP -5 shall be provided every 100 linear feet
of lateral and at each bend greater than 45 degrees.
eCPH i T PA M NT P IFI ATION�
The paving contractor shall be responsible for the following:
1. The areq to be paved sholl ¢e Gle0red of II rock debris, roots nd
grawtntsofweeds approve sod s[enlant shall be utilized to prevent the
2. All soft, ieldinGG or other n$yitable m terials encountered during an
phpse o subQOr1�de construclian shall ee removed grid eplaced tl�
toyle qte /sal. The locement material shall fill the n table area
tsar the petire depth of llte compacted subgr de and meet tL s bgrade
a dp� grprade as uirem�ent .the plo ubgrade shall be shaped to the true ,Ines
3. The AlditiTO Method T- §gmpocted to 959. laboratory density as determined
4. The subarade arnQ shall be tested by op oGDroved test'na
comport for form smoothness, density Ohd ar de o} ereo lac tiong near
phere sown On thir plan. The contractor short Rave the project engineer
resent or this tee sng.
5. Slope pavement 0.75% minimum to Dinsurrde proper surface drainage. qa
6. T[,n one lift tosrhelt equ$edmebmpacted thi knessy as shown prepared plorfeode
7. The hot mix asphalt b se sholl55 bey laceeodv, in onp lift to the struDenlliin and
gom{eroscted to on tempeh otPren Detw ee LSOat' �1 Lt1�re)shond b300°F a 149MC).
8. The DpoqvinCq mixture shall be transported to the job (Sate in clean well- covered
trualp wRh sm oth dymp beds. The base n� surface t r qre to be
rlaced with gontamed, power propelled pavers capable .t placing the mx
o the requued dimensions as shown on the plans.
9. Ashpalt rode ;hall b4 determined p its abilittyv vinto sotifactoril coat the
asqq egtlse, resist r�/ttin� anyd reroaiX stiff durir high tempe %lures and
anttcputedn eaff?ei, tthhmizing cprocess onld ocunng rate onsideratlons of
10. See detail Sheet SP -5 for pavement cross - sections .
SITE NOTES
1. Site information was taken from Keeler -Webb Ass., dated February 13, 1995,
and December 18, 1996. It is the contractor's responsibility to verify existing
site conditions prior to starting work.
2. Th contractor shall be responsble ,f or obtain in or erif ing that
alt
per onA ag ovalsg are obpgionedo from Me respective city,
county, antl or s ate a encies g construction.
3. The Plumb's ccontractor shall con It with the L cal Water C mpsany
0 avid. Ob twatenols and labor. . owner shall pay all, costs of borne by
the Local Water Company to provide any new water service. p v
4. The Plumbing contractor shall consult with the Lacs.la Ga. Cost8anbf borne by
rrovide II that ale and labor. , e owner shall
ho Loca� Gas €Many to provide any new gas erYiice. CC Y
5. ThovIdectri, actpnolsctandslsabore Lie owtne:hshaQcpa Elegt costamPt nDOrne by
the Local Electric Company to provide any new underground service.
6. The Electrical contractor shall consylt with the L cal Ph ne Comaany
avid. II motes Is and lab or. the owner shall o all oils of (�orne by
the Loca� Phone �ompany to provide any new underground service.
7. Underground water servide shall be ASTM -D2241 PVC.
8. ofe incoming water service shall be installed with c minimum of 547 r.
9. All lility service lines shall be canstructpd in ocgqoordo, cg with all the
latest applicable codes and to each utility's and or
citys standards.
10. Uand cans. cetys granular till when utility lines are placed under walks
it. Slsil bnsea9onh an assum do sonrfbearing pressures of 1500a p.s 9nl design
12. Provide sleeves for mechanical work as required.
13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete.
14. Arfos between curbing, sidewalks, paving and building shall be filled with
4 of topsoil suitable for landscaping.
15. See sheet SP -2 for exterior concrete specifications.
16. See Sheet SP -1 for sanitary sewer lateral specifications and requirements.
17. All edge of pavement radii are 5 feet unless otherwise noted.
18. The Owner shall provide a Knox Box on the building and coordinate the location
with the fire deportment.
19. Site data.
Zoned M -3
Lot area 2.000 Ac. +/-
Lot coverage 56.9%
Office area 9,000 sq. ft.
Whorehouse ore. 20,398 Sq. ft.
Total Building area 29,398 s ft.
Building Height 27 -7 1�4' O Rear elevation
Customer and 34
Employee Parking
(9' x 20' spaces)
Hondicopped parking 2
Proposed parking 36
Minimum Front Yard Setback 28.5'
Minimum Rear Yard Setback 83.5'
Minimum Side Yard Setback 15'
Front Landppapina Yard 15'
Rear Transition Yard 60'
"`O�,/�
PRO.I. ND 911112-007
DRAWN BY' COD
CHBCKEDIM ALD
DATE FOR
VjW96 PRELIMINARY REVIEW
0123 a TAC. RWEW
12794N0 TAC.REWSON
Mill TAC REVISION
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MacDougall
Pierce
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NC.
WW Ford DrFy
Fishers. Vide
(firs E9•-5371
Fax /9� SII6 -•661
KEELER -WEBB
ASSOCIATES
Consulting Engineers
Planners
Suurveyors
466 CRADLE DRIVE
CARMEL. INDIANA 46032
TELEPHONE (317) 574 -0140
TGS ARCFITECTSN o.
NDnEtME RANI•
Stl H10AD TP'LE AVE
PHONE OU125511,1711i
�SHEET NO. \
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