HomeMy WebLinkAboutC1.0.Overall Site PlanTOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER A
TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: B36081) PREPARED BY MILLER
SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF
ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON
THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION.
+754.13' +753.96'
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
BUILDING NOTE
F
TO ARCHITECTURAL &
ATION PLANS FOR ALL
G DIMENSIONS.
------------------- GRASS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ^MLo
y�� M
+754.56 o GRASS �h �^ tip, Lo
STORM INLET #5010 „� ^����Lo
I �� T.C. = 754.15' �h�9' ^� 9L'45L 1(yy5.26
INV. SS 749.34± (�X. 12 RCP - S)Ln
» � fid, X54.31 'SR ''� w �i����Vcn�,�SS•
1 +�54 64 s s! 53.88'
+754.39' +754.41' n �s 4.31' ��°"
+757.76' +754.51' 's +v C RIGHT OF WAY P E R
+754.46' +757, +757.81' �o' �`Ssr o cnv o.
BS u/'� I I 1 7
I +755.65 Blvd.
s82s °' +759., 7' S� `riz'?Sr' P v4 v w '�S• Eq �,,j 5001386
-
+757.38' 2� �, �? SS
I + +754.63' +759.54' - �s °,9 -
Ln +758.82' STORM INLET #5100
1 +757.04' _. x, - ASPHALT sR
+755 18' SB S3' +754.51' SS4 T.C. = 754.21 Sg s o ��
0 to
x,s- xss +755.23' S� SG INV. = 749.3± CEX. 12;; RCP - N�s�, M �o� � PA OT G s" N 86 54 50 E 148.20
W r
+757.35' ? +755.66' gL = `"p �n a M y o S�. `O � 5-32'
+757.93' s ��� �y�1,�JV�� 749.2± (EX. 15 RCP -�8 s � h S3 L6
1 +756.93' IZ'gc l v v IyD • G .L9'£SL 753.88' n t-
41
��, 's °� -4 e� �� GRASS , , �-
4111511. +754.75' a r, v �k' S p ,qy �' 55.18' GRASS _
0000 rn v \ 1 ,<��5'tiS�L o ��+ sg 9j, f�75443' GRASS 00 CON �s �� ti��� �' 755.07°s"
+754.40' 4,w `�Lit
GRASS ,� r1yn,5 0 ,sa'*sem 15y g3"GRASs s - - a L'
DEPENDING ON THE CONSTRUCTION SEASON,
MOISTURE CONTENT AND PROPERTIES OF THE
SOILS ON SITE, CHEMICAL MODIFICATIONS
AND/OR LIME STABILIZATION MAY BE REQUIRED.
SEE SHEET C9.0 FOR SPECIFICATIONS.
TBM #5048
BRASS PLUG FOUND
kk ELEV. = 754.86'
BRASS PLUG FD
"S&A FIRM"
I +754.46' op,s6.t%j ly°6 ; g�. 15 S, r- � y r_ +755.4
h° Z9 -9L bt'. �s 9� sa.5 . 0 s48 , CONC.
o SSS
^ 755.44', off' 54.4 754.67' ,s 10+754.86 y`'� CON C. 's sss, s° GRASS
N 9000'00" E 214.95' ks V 5.46' �� 754.54' 99•ys/544.74'R-�S 'sg g)3" GRASS SA3" +755.46'
ON p6yc,l 754.43' v04' £05 s g B8 U' +755.56' , R A S S
v +755.14'55.47'x �Sg ^hv' ,9S'ti9� ASS X5461' +755. 6
8?" GRASS
+754.56' +754.06' 9
54.69' +7 h N. 6 ^ 1�
+754.34'
+754.30' a Ss oM C NC. 754.91'
B ICK WALL
+754.20' +753.76' Ci 4� oa h'
0 ^ham �� v� 5503 ---- 754.91'
+753.99' Y 4,9, yv u
75 8[t ^ rn cn ?
CONC.
GRASS
STORM INLET #535 s5�9L s �s�sRss �a 9%. 00 rn
Irl
+ cp. E 755.28' i 6
T.C. = 753.83''s" ; C
INV. = 749.2± (EX. 15" RCP - E) �,, GRASSY EXISTING SCHOOL " O
INV. = 749.1± (EX. 12" RCP - N) >054.16'�� 75.85' C a� ; C CI
INV. = 749.1± (EX. 18" RCP - S) ,y� s BUILDING -�
753.21'
s s
+753.81' rn
+753.90' Ateoa rituu LOCATED CONC.Ii Z O
+�� 754.2r 1 (7-20-15) o G) 0 D
\� 06 ; CD
+753.68'yN �(7 V 0 rn
-VL'
754.68' THE PLAY SCHOOL AT LEGACY, INC ; � z -11
y 754.53' (n 0
9z•��� 754.61' INSTRUMENT No. 2014022494 GR 03
oZ W '�
zz•ti9L o _ ) m
_ O
��0 AC RES+ . L- z ���
754.54' ; yg ^ 0 0
�J J �
m�� I ^�h z m
Cn __q n
N0 m
O GRASS I -n 0
LO ' W D T
+y} 754.04'
y
+753.46' �w ti`s y s STORM INLET #5198 �, m z
o T.C. = 755.09' ; (%) 0
�Oz -INV. = 752.5± (6" PVC) STORM INLET #5197 L7 •
o +753.26'
T.C. = 755.07'
C:) ASPHALT INV. = 752.5± (6" PVC
z PARKING +755.27' M ,21'
LOTul
01r, -- 5.40'
a' I Q
x o
,96'£9LL� 4.54' :
IsS� •r
+753.15' o�gci1 S4'Sg���61 755.39' SSS X,SS? " +755.31' ' `4 .:-•
755.04' j 8 ,. 0 151 +
+753.,1' 753.27' 00.19L 75 01 CONC. F.F.E. = 755.70 : ''�.:i 7 4- •
ST
CnO
c+JCilST,°" S6•£SL 75 93' ) sT ? , N W �' `;.. '..! 753.85'
CA w Ssr +754. 4 - SO 9 G• w • • + 'i
a o S0, <t W
754.24' N C. +755.37' ` d' �•
'
+754.31' (�755.04I ::: 755.50' o0
.. �'4:•: �� ::: , 5 7p• +754.90'
A, 08,
SS
+752.83' GRASS ca '�' I
�k755.00' O �...
G Ass o� S., JEW BUILBING
CONSTRUCTION LIMITS = 0.24± ACRES '+ � • ?�: 1 753.79'
x y 0 7' 11'.0; .
ADDITION
DETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE C x, � �^ ^� �x ,S sR .,;: �:; .
100 -YEAR BASE FLOOD ELEVATION = 751.57 NAVD 88 DATUM ^� 752.76' 75 p' s'�s�, g X,S ^h° h� /'sss°3"' 2,500± G.S.F. W
( ) 7s2.s2' 752.91' x's g96X,s-� °°" F.F.E. +755.70 N I
100 -YEAR BASE FLOOD ELEVATION = 752.00 (NGVD 29 DATUM) + 54.60' RBj, RS9 ; (NAVD 88 DATUM) 60
F753.07'
s-
+754.22' REFER TO I
CONC. STOR INLET #5186 GRASS +75. ARCHITECTURAL PLANS 15
9 T.C. = 753 �54� FOR BLDG. DIMENSIONS I
STORM INLET #5335
+752.46' T.C. = 752.47 �. s `Cs Iq1� _%48.65± (EX. 12" PVC - NE)
GUT = 752.0± N 1° 00 0, 0 � +7 3.73'
h nh '? 53.37' INV. = 748.5± (EX. 1�754,RCP - W) +753.88' +753.92'
INV. = 748.0± (EX. 15„ RCP - N) �� J y1 �,,� 2� ,s�'s� "'
+753.28' 22.
INV. = 748.1± (EX. 12 RCP - E) �9ti N VSs ?10 , 'I + 53.88' I I
INV. = 748.0± (EX. 18" RCP - S) ti�� s s S �A" +753.42'
\6 �' v 39.25'
+752.46' GRANS s. ��� . GRASS I ,� � 6
+ ,165. +753.---------te_----- ac ac + 53.77'
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BRICK WALL 755.85' +753.18' x +753.22' xx x x ------ x 783 I
ss "�s? 94' 11.5' s 56. I BRASS PLUG FD.
1 1 "S&A FIRM"
+752.84' N 90000'00" W 376.00'_wv 510 A14 1
U.
' UE UE UE +UfUE
yy W- +75297 +752.91' s3.29'
53.03'
^C52.30'�S�52.38' ®752.20'
v
^�ti hN N N ^� �^
+ _ i _ _ _ _
----------- ---------------- `---------------752_---------------------------------------^yry 753.50'
- -750 - - - - - - - - --_ - - - - - - - - -___-' F-\-+ 753.h9'
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � \
---------------------------------- --- L---------------- ------------- ------ _\\\"'\�
- - - - - - - - - - - - - - - - - - -
----------------------------------------------746--------------------------------------746----=__ __1\`1�
EXISTING STORM WATER 40" RCP 11 IT
SWALE / DETENTION INV. = 745.06'
-------------------- ----746-----------------_----------- ------746-
----------------- --------------------- ------ ��-------------- �/�
--------------- _-- - - - _______----_--_--_-_-- _---------- _____
--- ------750___-=--- _--- __--_----_,�'���
- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ \ I
------------------ 7F_:F_:------------------------------------------- I
I
TBM#5295
BR SS PLUG FOUND
ET 753.11'
CONTRACTOR TO REPAIR & I
RESTORE EXISTING CURB,
PERVIOUS PAVERS,
jLANDSCAPING, ETC. AS NEEDED
I
NORTH
20 0 10 20
( IN FEET )
1 inch = 20 ft.
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PROPOSED CONCRETE SIDEWALK PAVEMENT
REMOVE/REPLACE EXISTING PLAYGROUND SURFACE
DEVELOPMENT SUMMARY
PROPOSED BUILDING ADDITION = 2,500 G.S.F.±
TOTAL SITE AREA = 2.0 AC+/ -
CURRENT ZONING = PUD
GREENSPACE AREA = 59% (51,555 / 87,345)
TOTAL DISTURBED AREA = 10,590 SF ± = 0.24 Ac +/-
ANTICIPATED CONSTRUCTION START/COMPLETION DATE
MAY, 2018 / JUNE, 2019
TOTAL PARKING SPACES = 60 (INCLUDES STREET SPACES)
TOTAL PARKING SPACES REQ'D = 59
(1 SPACE/EMPLOYEE + 1 SPACE/6 STUDENTS)
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING
UTILITIES ON AND/OR SURROUNDING THE SUBJECT
SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO
LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION. CIVIL
SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE
IF THE PROPOSED IMPROVEMENTS INTERFERE WITH
ANY EXISTING UTILITY INFORMATION NOT SHOWN ON
THESE PLANS.
SITE LAYOUT NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE
NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS.
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK,
RADII TO BACK OF CURB, WHERE APPLICABLE.
4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS
FOR ACTUAL BUILDING DIMENSIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE
FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE
ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY.
6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS
AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING
PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE
DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW
ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH
GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS
SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1 " FROM
PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE
GRASS SEED HAS BEEN PLANTED.
8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE
DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING
CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY
BACKFILLED WITH GRANULAR BACKFILL.
10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS.
11. ALL PARKING SPACE DIMENSIONS ARE TO BE 9' WIDE BY 18' DEEP UNLESS
OTHERWISE SPECIFIED.
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DATE: 02/16/2018
DWN BY: KPB
CHKD. BY: BSC
SCALE: 1 " = 20'
DATE: 02 1 6 18
PROJECT NUMBER
TPS.005
DRAWING NUMBER
C1 00
SHEET 2 OF 10
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STATE OF
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111
AVS
DATE: 02/16/2018
DWN BY: KPB
CHKD. BY: BSC
SCALE: 1 " = 20'
DATE: 02 1 6 18
PROJECT NUMBER
TPS.005
DRAWING NUMBER
C1 00
SHEET 2 OF 10