HomeMy WebLinkAboutC1.0.Demolition Plan (V2)TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS/TOPOGRAPHIC SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED
04/11/2017; THEREFORE, 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. THESE DRAWINGS REFLECT ABOVE GROUND
INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
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 Drainage
SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE \ Rim -age
IF THE PROPOSED IMPROVEMENTS INTERFERE WITH = o ti
ANY EXISTING UTILITY INFORMATION NOT SHOWN ON \ Inv(N/S)=8.� �,y?
THESE PLANS. (asphalt) \ \ \ Inv(E)=878. X
PROPERTY CORNER MONUMEIN I ti NOTE Aqua Swirl RAmu883 77 \ ,5 RCPo� (" IR / Curb Inlet
Rim=883.42 \\ �P Rim=882.39
Inv(Bottom)=877.42 Inv(W)=879.45 \ \ \ �' (asphalt) �`� Inv(W)=879.09
2.2' Standing Water Inv(E)=879.5 5 �� Q
Aqua Swirl Inv(S)=879.52 In[, `
Rim=883.48� D ti�'�y Rirr, %21.42
R1�.\QVp.CE Inv(W/S/E)=87.63 D o D e \ ��'ti Inv(L �'8.96 �` 1
1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE EL ON55-55 Inlet /
COMMENCING WITH CONSTRUCTION. LESS C Z 060 �1 ,.off � Rim-883 432. ALL 00�0
BY THE CITY IONSPEOCTORSLPR ORTIO INSTALLATAL NEEDS OBE ION APPROVED e�OcK�MEN~; No N/1y� 'Inv E)=879.68 Aq it
\NS�R Inlet / () Inv(Bottom)-877 5E
PAVEMENT NOTE
ANY EXISTING ON -SITE PAVEMENT REMOVED SHALL BE SAWCUT, FULL DEPTH AND ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT
RESTORED TO MATCH THE EXISTING PAVEMENT CROSS SECTION WITH THE POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER
FOLLOWING CROSS SECTION AS A MINIMUM: SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL):
1-INCHES BITUMINOUS WEARING COURSE -TYPE B 9.5mm • ROADSAVER 221; CRAFCO INC.
3-INCHES BITUMINOUS LEVELING/BINDER COURSE -TYPE B 12.5 mm PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY
6-INCHES #53 COMPACTED AGGREGATE BASE SEALTIGHT HI -SPEC; W.R. MEADOWS, INC.
PLAN NOTES:
EROSION CONTROL NOTES
NORTH
20 0 10 20
( IN FEET )
1 inch = 20 ft.
NOTES
000
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
O
DEMOLISH
&REMOVE
EXISTING
DEBRIS/RUBBLE PILE
O
DEMOLISH
&REMOVE
EXISTING
TREES
R��P PE Rim=883.99 2.1' Standing Wat�a'
Inv(W)=880.27
o / / x /
oi
f
5"
11
CTIVIH
u
Gofre
--��
(asphalt) / �• � � P
saio \ \ � x 6
�0155
\ ®es4.is \ \ <o 60)
REVISION RECORD
REV DATE DESCRIPTION DES BY APP BY
1 09/13/19 REV. PER CARMEL TAC REVIEW COMMENTS KPB BSC
® PROPERTY BOUNDARY
Existing Contour
DEMOLISH &REMOVE EXISTING CURB -SAWCUT WHERE NECESSARY
I I I I I I I I I I I I I I (REMOVAL SHALL BE AT THE NEAREST JOINT PAST THE REQ'D
LIMITS OF REMOVAL &THE JOINT MUST BE SAWCUT)
EXISTING UNDERGROUND ELECTRIC
-GAS EXISTING UNDERGROUND GAS
- - - - - WTR EXISTING UNDERGROUND WATER
- - - - Ul EXISTING UNDERGROUND TELECOM
PROPOSED SILT FENCE -Typical in all areas
SF where sediment could leave the site.
SEE DETAIL 06/C4.1
� SS (8"0 Standard Duty "SILT SOCK" or approved equal)
PROPOSED SILT SOCK -Typical in all paved
areas where sediment could leave the site.
Inlet Protection - "Flexstorm" inlet protection typical for all
paved area inlets AFTER pavement is installed; Silt Fence cage
& "Flexstorm" inlet protection BEFORE pavement is installed.
Doti `� 0 0 0 o PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
� � � o 0 0 0 o SEE DETAIL 03/C4.1
N .CO��<0 �
�0-Q NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION
0
rn `� \ HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
<
y -o �
ti
oo
x
Z y -5A \ O �e° /�o�• �\' �0/ (asphalt)
� x
\ � „ o \ Inlet o°' oe,• / � \NS>j et(l/ �<v��• � 1oh
� \ \ Rim=883.78 4" � X' CP. N
C")\ Inv(N)=880.28 � x A
4„`(grass .� b N
0 6" Curb \ G� N O
o<o v, \ Inv(E)=880.23 l,`�'` <
e Tn 0 ° asphalt) 4.,
�v,� 2�655 j/ � U'� �� y� \\.c
u'���__-----
rn 0
6"Curb � o� w \ \ '' ��,24 o 0 k � � N�c�� < `� <^� �
o, \ <yZ 66 Curb 000 � �+�"� � ���• DRAIANGE EASEMENT
xoe o o � .'N� 6,�i1n� � Z� (Per plat)
C') / \ 61 xo o 0 0 00 0 04 o a o�ir�o� � \r- End Section
� Inv=875.52
Curb Inlet (grass) � \ � /oob p,8"I o 0 0 0 � o -A ��� � 7N •o w �, c7`0 `
Rim=883.15 00�• Z N � %� \ �,• 02 � o 0 0 0 � o � �'' �''� Vic^ c^� � `o• co o ;�
0 2 /
880.39 ���\ hi � � 000
0 0 � Noc^ c^ c^ y;L
Drainage M<{`us\{e'm 0 0 0 �"'., �Z� cam^ �� \ °� lip �
Rim=883.51 / o �\ oo{ \ 0 • o��' `i / �� (grass) X0 h
0 ,��`�a a�
Inv(S)=878.09 1 o v � „ Fteb
D LO � 4Co<r /� / ��a 00 �„�•�' N v w
y� '� �
cP h° � D Drainage MH
o• � �� \0 � _ao{ � � % oo __-- ra e � � o p� � Rim=883.35 ` 00
\S�nitary MH \
" Curb `Rim=884.02
Inv N�870.72 e \
Inv() 870.82
Inv(W �70.870'�� 1
ono � o /
TBM #51
\
tu "X" Set � \
E�ev 883.98 \
N17°34'49"W - \2�66' (M) \
N17°35'41 "W - 5.66' (P) \
\ "Mill �R bar \
F (f� h) I
OWNER:
VALVOLINE INSTANT OIL CHANGE
Attn: RICHARD GALLEGOS, P.M.
100 VALVOLINE WAY
LEXINGTON, KY 40509
(972) 202-6674
ENGINEER:
CIVIL SITE GROUP, INC.
160 WEST CARMEL DRIVE
SUITE 240
CARMEL, INDIANA 46032
(317) 810-1677
2 YI'0�4`�' 5 / �� x-o (asphalt) x� Inv(N)=876.48 `%
lEL-EP ONE-)<A3'EMENT---_____ Inv(E)=876.46 Block E West
N � 0"F2024871--�------___Beehive Inlet CSC TBM # 5/8"° Rebar Fd. ( Carmel Marketplace
�• � ____----�-_--_- ��ti• � Cut Square Found 0.35'S & 0.02'W o Common Area Draina a Esmt. DUKE
Iti o' �• ,�-------------�--- Rim=880. Elev=883.55 0 � ( - 9 )
�o '� QF_,�6° • Calculated Co
- v=877.55 CONSTRUCTION LP (per plat)
� 0
---------------------- --------------- ----------
g---
fix
REPEAT OF NORTH AUGUSTA
SECTION 1, LOTS 1-3 & 00
12" oh WEST CARMEL MARKETPLACE, o P`
1-ete (brush) Doti• PART OF BLOCK H
\ O.
x INST. #2014016689 X
0. a' \ EXISTING FIRE yePLAT CABINET 5, SLIDE 205
Calculated C & 0 9er er � � \ � \ \ x HYDRANTS eRubble & Debris
(con re e) Begin L. Na W \ I \ N \ \ - PARCEL 1 ob App. 12'x25'
6 Curb 0�� \� y \ \ et LOT 1 A X
\\ \ d'���d x 0.979 ACRES± (M) 0.98 ACRES±) ) (grass)
\ ��� ^oNN \CP 42,630.0 SSQUARE FEET h
X h \ \ \oa°o Oar \\ \ N✓ �,��\ \
5. 4b et 1b1b
x
r v� \\ ,�`° \\ �y�NO\ \\ \\ (grass)
Z �00
\ \ \
G \ \ \ \\\ XA\ 0.
"Miller" Rebar�
6"C rb r �� \ V'o\� �or Fd. (flush)
\ �o o� 0% \\ 3 i v- �� \ 0.05'N & 0.16'W of
rg" CL ^, ✓ o�X �03. \\ N\��<yn\ \ Calculated Corner
rn \ \ ti �'\\/� \ y
lb 1b
\ \ 00 e \ \\
101, \ \ - 3
L
COIN
"NO BUILD AREA"
ARCHITECT:
CESO, INC.
Attn: ANDY McLOUD
175 MONTROSE WEST AVE.
SUITE 400
AKRON, OHIO 44321
(937) 401-3824
SURVEYOR:
CENTRAL STATES CONSULTING, LLC.
23-B N. GREEN STREET
BROWNSBURG, INDIANA 46112
(317) 858-8662
Attn: DONALD MOSSON
N80A3'49"E - 11.90� (M) INST. #2008002530 _ DEMOLITION
�0 N89°32'58"E - 11.90'`% (P) Item 22
fRebar Set � ____ _ _______
5' UTILITYT EASEM�T (per plat) 15' ELECTRIC LINE EASEM 1• OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES
fi X ��ti� _ _INST. #2012040973 TO BE DEMOLISHED.
�S20'i9'58"E X- 16.84' (M) 2. ITEMS INDICATED TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE
- - .y` S20° 0'S0"E -_16. 4' P) - - - - - - - - _ REMOVED AS WORK PROGRESSES.
ebar ISet 3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.
REGULATED DRAIANGE EASEMENT
C INE EASEMEN INST. #2013024115 & 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO
0 0974 & 201204 51\ INST. #20 6 PROTECT OWNER'S PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO THE
cJ� a -f2� 8r3+- - I r - - - - - - DEMOLITION AREA.
A 5. 0' 5. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL
DEMOLITION AT NO ADDITIONAL COST TO OWNER.
/�, J\
e ` \ `"!i �`" 6. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO
o o (°' '�C �'� ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT
\ a OCCUPIED OR USED FACILITIES.
24" Curb \ � eotil' ��
\ X C \ 7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED
'i'^, OR USED FACILITIES WITHOUT WRITTEN PERMISSION AND/OR REQUIRED PERMITS FROM LOCAL
/ itis �L JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS
asphalt / r Tti� '1 Q \ I IF REQUIRED BY GOVERNING JURISDICTION.
oti4b o0�ry� / � �nlet 00� >ST >,p �B �OF9S� / 8. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITES, EXCEPT
SF ar Wash / \\ Rim=882.22 �o�����J�B��F� WHEN AUTHORIZED IN WRITING FROM UTILITY COMPANY.
tioA Sign Inv(W/S)=877.32 q ?O� See. ¢ 1� \ 9. USE WATER SPRINKLING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO
�P o
�o�ti� / \2j % x \\ yiJ'yT �\ I \\ LIMIT DUST, DIRT, AND DEBRIS TO LOWEST PRACTICAL LEVELS. COMPLY WITH GOVERNING
REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.
X� 10. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS
0b REPLAT OF NORTH AUGUSTA \ \ \ AS NECESSARY TO COMPLETE DEMOLITION SHOWN ON DRAWINGS.
e o SECTION 1, LOTS 1-3 &
WEST CARMEL MARKETPLACE, \ \ 11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS. CUT CONCRETE
24" Roll Curb
nlet PART OF BLOCK H \ \ AND MASONRY AT JUNCTURES WHERE DEMOLITION ENDS AND NEW CONSTRUCTION
2.64 \ /
Rim= im= /E)-877.59 INST. #2014016689 \\ \ \ �\ ` IMPROVEMENTS BEGIN USING A MASONRY SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS.
X - PLAT CABINET 5, SLIDE 205
i \� \ 12. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION WORK.
S09°16'26"W - 16' (M) bt 2A Inlet \\ \ \ PROVIDE FILL CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND
S09°15'34'W T 23.16' (P) 1.52 ACRES± (P) Rim=882.33 \ \ \ DEBRIS, STONES OVER 6 DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER.
/ 66,346 SQUARE FEET P&M 877.28 \
/ ( ) \ 13. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
o \ OPERATIONS FROM SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS FROM SITE.
GQ ,y1
eo \ 14. IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION OPERATIONS, COMPLY
WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL,
HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION
o C arb Inlet
.y`.' Rim=8 .:,2
t17i \ •� � � \ �m '44'W - 56.50' (M)
Inv((15 R )_ 2 �\ Gym S31 ° 53"W - 56.50' (P)
\ (c Crete Pj �,�•y 01bS \\ o`
\ D x S� � • \
\ Drai ge MH \-Beehive Inlet
\ Rim- 82.94 \ o y? 0 Rim=881.25
Inv(NE)=878.10
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o �
\ ot;ti ��a � C b
5 00, �M> SF
001. 51 0 On 3
e6
x 6"
UTILITY VALVE NOTE
ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE
ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH
FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA.
eo�,ya
� x
' 15' TELEPHONE Ei
3n --MST._#20120�
eo�ry9� (Item #2
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15. BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE.
UTILITY CROSSING NOTE 16. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED
MATERIALS FROM SITE. REMOVE PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS.
CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL
EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING
PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF
EXISTING UTILITIES MAY BE REQUIRED.
CJ
17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND
SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE
DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED.
18. INVESTIGATE BUILDING FOUNDAl10N FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW
GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL ALL BELOW GRADE AREAS WITH SUITABLE
FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557).
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PROJECT NUMBER
VIOC.001
DRAWING NUMBER
C1.0
SHEET 2 OF 16
DWN BY:
CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL
EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING
PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF
EXISTING UTILITIES MAY BE REQUIRED.
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17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND
SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE
DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED.
18. INVESTIGATE BUILDING FOUNDAl10N FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW
GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL ALL BELOW GRADE AREAS WITH SUITABLE
FILL MATERIAL TO 95% STANDARD PROCTOR DENSITY (ASTM D-1557).
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PROJECT NUMBER
VIOC.001
DRAWING NUMBER
C1.0
SHEET 2 OF 16
DWN BY:
KPB
CHKD. BY:
BSC
SCALE:
1 " = 20'
DATE:
07 17 19