HomeMy WebLinkAboutProposed Site Plan pg2�4
4 \
1
\ \ RARE 1 IYD NOT NT ATE
\ FpIlEBT O ON WATER MAIN
�o
L l
ra STR 537
o ® INLEt
Os �g T.O.G. = 840.41
NE INV. =83131
3 W INV.-835.05
��--
//� STIR, 536
INLET
T.O.C.= 840.54
NE INV. =83633
STIR. 535 95' pfi Ig'� \ t��� �a� \ W INV. =83614
�I1 �Q\ END SECTI = �
4 \ 4p• S .415
INV. =832.15 #`� \ s� MJ4.
0 N INV.= 821114
SE INV_ =828.98
/ �•( \ \ NW INV.-62S.02
228' - 4' GONG. WALK FROM
PROPOSED R/W WEST TO IE
SEE DETAIL 3 /CI
X&x
CIONTR
VALVE
1/8' ALUMINUM PANEL
SCREEN PRINT SYMBOL
COLORS SELECTED BY LAND.ARCH.
HANDICAPPED SYMBOL
2' Sa ALUMINUM F10$
FINISH AS PER SPECIFICATION!
FINISH GRA
1 =ARTi-
CONCRETE FOOTIN(
TYPICAL FOOTPRINT
® r
°j 21,71 sq.ft.
PROVIDE SIAMESE CONNECTION
FOR FIRE DEPARTMENT IN
LANDSCAPI ISLAND AS SNOUN
(2) STORY \ NG:
I ®+ PROFESSIONAL � y r� NX
10'x 2,O' TRASH \ OFFICE SUITES \ \ e� \ STR 414
RECEPTICAL W/ 6' 6' SANITARI \ \ \ SAN. MW.
PRIVACY FENCE s \ 43,43rasq.ft. �\
\ GATE SEE DTL. 3/C5 J SEWER LATERAL \ @� \ yo TO.C.= 84358
°� \ N INV. =82698
8' } SE INV.-826.6B
83
/\ SANITARY LATERAL i A 1 !!�• 2 S E541
5LOC io \ 8
CLEAN-OUT SEE v vE \ s �� \ R1L !NV =$ «6.99 TR
DETAIL 9/G5 , ?i. \ �\ 3 \ ST. M.H.
131 ,4C_ +/- \ .r/ DUAL 11 METER PIT
ZONE ID t1-3 PROPOSED 4' FIRE i
2' DOMESTIC WATER + 3 \3 s \ \
i
\ y+OsA
% � O
T.O.C. =840.14
5 INV. -831.43
N INV. =831.49
STR 540
INLET
T.O.C.= 840.10
N INV. =836.55
y \ 5 INY. =836.45
LEGEND
- - -UE - - -
UNDERGROUND ELECTRIC SERVICE LINE
W INV.-821,83 / /
WATER LATERAL
o
EX15TING SANITARY SEWER
/
EXISTING STORM SEWER
965.00'
FIRE 1- 4YDRANT 4 WATER VALVE
D
ELECTRIC TRANSFORMER
k24'
CONCRETE CURB
�y
CONCRETE PAVEMENT
INLET
44EAVY -DUTY
38.39'
A5P4ALT PAVEMENT
CURVE #3
6' WOOD PRIVACY FENCE
640.00'
HANDICAPED PARKING SPACE
117.46'
LIGHT-DUTY
L�J
ASPHALT
STORM SEWER INLET
F0
EXISTING FIBER OPTIC LINE
V
EXISTING WATER MAIN
?con
EXIST. UNDERGROUND TELECOMMUNICATIONS
GAS
40.00'
�- BACK of CURB
b' -O.
1 4` - V MIN.
PROPERTY LINE
GRADED LA
4' TOP 501L
PREPARED SUDGRADE
BACKFILL
TYPIC,4L
511)r=W,4LK SECTION
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERAIL TO
THE REQUIRED ELEVATION
AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK AND DRIVE SHALL BE COMPACTED IN ACCORDANCE
WITH COMPACTION SPECIFICATIONS
4 �li ( // � �' -O' 9£IUEEN ?RA SVEP9E JOMT9 / �v
111 \ }x + 1165 CARI" EEL DRIVE / / \ � _ 48' -0' BETWEEN EXPANSION JOINTS (MAXJ
4ii`il Y� \
\ y
\ / PROPOSED ELECT.
VERIFY LOCATION 4
SIZE Wit UTILITY
loll
Y"y�
ELECT. SERVICE
(2) STORY \
PROFESSIONAL /
\ OFFICE SUITES..' SANITAM 9-
�, j 43 430 su_ft. SEWER LATERAL
` S 154' (LONG)
SANITA v /d
4 �\ RY LATERAL
CLEAN -OUT SEE -PI VS
DETAIL WC5
`yf \ p DUAL I' METER PITS
PROPOSED 4' FIRE <
v �} 111 2' DOMESTIC UTATER +
+ SERVICE
s
.Ve,
ST 539 ,'�• \ 44
280 ° \ 755 C4RMEL DRIVE
\ \ A/C UNIT (TYP)
C24DENSORS
Im' x 20' TRASH
CEPTICAL Uu 6' '
Sr GA H ICA PAWING SIGN � ; \ \ s
NOT TO SCALP
1194EELCHAIR RAMP \
\ 's
3' -0' MIN. 110' 51-0" \ S
+0'
�
�0 Q
PARKING LOT
4 ��.
NOT TO SCALE
TOP OF CURB +61, \ \
+0' \
STR 565 i
+0„ CONCRETE RAMP Q APRONS
RIBBED TEXTURE ON SLOPE
OF RAMP
6' STRIPES
COLOR AS PER SPECS.
ET'AlL 2
CI
I
\ CONCRE'M UJ,ALK OE'TAIL
NOT TO SCALE Gl
PROVIDE SIAMESE CONNECTION
\ FOR FIRE DEPARTMENT IN
LANDSCAPINCs ISLAND AS 844OWN r 6x6 -10n(D ww�.
ASHPAL? PAVEMENT -\
PROVIDE SIAMESE CONNECTION 4" CONC. SLAB WITH
\ADJACENT TO WATER METER PIT BROOM FINISH I to i
FOR SPRINKLER CONNECTION 3,4' R
N y
\s °°
\� 4' GRANULAR FILL
STR 413 yo \ \ .H. CONCR�T,E WALK OETA IL 4
4 BAN. M
r �\ \ T.O.C.-84256 Nat r0 scALE Cl
\ NE INV.-926.08
S \ SW MV. =82613
NW INV.■ 826.10
4
� 1
,tJ?'
, / \
----
END SECTION
INV. =832.13
STR 444 / • C�: /
SAN. M.H. STR 556
T.O.G. ■841.18 END BEGTION ' /e• / dr• tc °� F° STR 443
NE INV.-821W INV_= 833.18 6z
1
SAN. M.H.
T.O.C. =842.11
W INV.-821,83 / /
X�pv
o
NE INV.-821,00
/
s
965.00'
S INV.-629,B1
STR 445 /�
233.43'
SE INV. ■828.'19
STR 551
SAN. M.H. f i /�
T.O C 84214 0
�y
/
INLET
T.O_C.= 840.40
f N 5E INV. =836.98
W.=828.10 sco /
X1010 8' RG.P. NW INY. = 836.94
T _�� STR 5585_
,�i..�� >•' �cnH �� INLET
p .5
T.O.G. =8400
i •o J \ \r� SW INV =831 .00
CURVE
OR LINE
STR 55SA
n '
T.O.G.= 840.50
NE INV. =836.94
SE INY.= 836.32
i
NW INV. =836.19
CURVE
OR LINE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD
BEARING
CURVE #1
12'57'00"
965.00'
233.93'
117.46'
233.43'
N 36. 18'10" W
CURVE #2
02'59'34"
735.00'
38.39'
19.20'
38.39'
N 44'16'27" W
CURVE #3
33'39'29"
640.00'
375.97'
117.46'
193.58'
N 58'19'45" E
LINE #1
47.54'
S 41'30'00" W
LINE #2
40.00'
N 14'50'29" W
SANITARY SEWER NOTES
1. Sanitary. Sewer construction shall conform to City of Carmel sewer
specifications and shall prevail as to materials and methods of
construction.
2. Sanitary sewer laterals shown w re des' ned with PVC pipe in
accordance with ASTM D -3034 (SDR 35 and slope a 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 separation 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. Buildinqq shall be serviced by a 6" minimum sanitary sewer lateral. The
ends shall be plugged and sealed with water tight plastic disc. Wyes
are to be titled up 45 degrees from horizontal, witri suitable
fittings for all changes in direction.
7. Cleanouts Detail 7 / Sheet 04 shall be provided every 100 lineal feet
of lateral and at each bend greater than 45 degrees.
ASPHALT PAVEMENT SPECIFICATIONS
The paving contractor shall be responsible for the following:
1. The area to be paved shall be cleared of all rock, debris, roots and
vegetation. An approved soil sterilant shall be utilized to prevent the
growth of weeds.
2. All soft, yielding or other unsuitable materials encountered during any
phase of subccl1rode construction shall be removed and replaced with
suitable mate(iol. The replacement material shall fill the unstable area
for the entire depth of the compacted subgrade and meet the subgrade
compaction requirements. The subgrade shall be shaped to the true lines
and grade as shown on the plans.
3. The subq�rode shall be compacted to 95% laboratory density as determined
by AASH IL Method 1-90.
4. The subgrade and finish paving shall be tested by an approved testing
company for uniform smoothness, density and rade at area locations near
where sown on this plan. The contractor shah have the project engineer
present for this testing.
5. Slope pavement 0.75% minimum to insure proper surface drainage.
6. The hot mix asphalt base may be placed, directly on the prepared subgrade
in one lift to the required compacted thickness as shown on the plans.
7. The hot mix asphalt base shall be placed in one lift to the true line and
grades as shown on the plans. The pa vin rrixture shall be ioce and
compacted at a temperature between 250° t 121° C) and 308° F. 149 °C.)
8. The paving mixture shall be trans -ported to the job site in clean well- covered
trucks with smooth dump beds. The base and surface mixtures are to be
pp laced with self contained, power propelled pavers capable of placing the mix
to the required dimensions as shown on the plans.
9. Asphalt grade shall be determined by its ability to satisfactorily coat the
asc7regate, resist ruttina and remain stiff during high temperatures and
and sustain freeze /thaw cycles in addition to the considerations of
anticipated weather, mixing process and curing rate.
10. See detail sheet C4 for pavement cross - sections .
SITE NOTES
1. Site Information was taken from Keeler -Webb & Associates, dated
January 24, 1998. It is the contrctors responsibility to verify existing
site conditions prior to commencing work.
2. The contractor shall be responsible for obtaining or verifying that
all permits and approvals are obtained from the respective city,
county, and /or state agencies prior to starting construction..
3. The Plumbing contractor shall consult with the Local Water Company,
provide all materials and labor and pay all costs not borne by the
Local Water Company to provide any new water service.
4. The Plumbing contractor shall consult with the Local Gas Company,
provide all materials and labor, and pay all costs not borne by the
Local Gas Company to provide any new gas service.
5. The Electrical Contractor shall consult with the Local Power Company,
provide all materials and labor , and pay all costs and fees not borne
by the Local Power Company to provide any new underground electrical
service.
6. The Electrical Contractor shall consult with the Local Telephone Company,
and shall provide all labor and materials required which are not borne
by the Telephone Company to provide any new telephone service.
7. Underground water main service shall be ASTM -D2241 PVC.
8. The incoming water service shall be installed with a minimum of 54"
OT cover.
9. All utility service lines shall be constructed in a- cordonce with all the
latest applicable codes and to each utility s and /or city s standards.
10, Use compacted granular fill when utility lines are placed under walks
and driveways.
11. Soil borings have not been performed at this time. Pavement design
is based on an assumed soil bearing pressure of 1500 p.s.i.
12. Provide sleeves for mechanical work as required.
13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete.
14. areas between curbing sidewalks, paving and building shall be filled with
4 of topsoil suitable for landscaping.
15. See architectural sheets for exterior concrete specifications.
16. See this sheet for sanitary sewer lateral specifications and requirements.
17. All edge of pavement radii are 5 feet unless otherwise noted.
18. This structure shall comply with the A.D.A. 1991.
19. Developer shall install 'Knox -Box' at location approved by fire department.
20. Site data:
Zoned M -3
PHASE 1 (755 Carmel Drive):
Lot area 3.54 Ac. +/-
Drainage Easement area 1.21 Ac. +/-
PHASE 11 (765 Carmel Drive):
Lot area 3.77 Ac. +/-
Drainage Easement area 1.61 Ac. +/-
Total Lot area 7.31 Ac. +/-
Total Building area 86,860 Sq. ft.
Total Lot Coverage 77% (OF BUILDABLE AREA)
Customer parking 283
( 9' x 20 spaces)
Handicapped Parking 7
Total parking 290
Required parking 290
Front Yard Setback 20'
Side Yard Setback 10'
Landscaping Front Yard 15'
Landscaping Side Yard 10'
Required Front Landscaping 5,995 sq. ft.
Front Landscaping Yard 7,178 sq. ft.
Required Loading Spaces 4
Loading Spaces 4
Maximum Building Height 50'
Proposed Building Height 38' -4"
GRAPHIC SCALE
0 SO 46 60 90 150
IN Feer j
7 inch = 50 R
PROFF'OSED SITE FLAN rt
SCALE: 1 " = 50'
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DRAWN BY: ALD
CHECKED BY: ALD
PROJECT No. n
SHEET No.
C1