HomeMy WebLinkAbout0866.95.4SIDEWALK ` a
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2 ' CHAIRBACK
CURB :S �` bN ' STORY
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(SEE TREE PRESERVATION PLAN SHEET 1-101)...
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454.48 S
60' BUILDING SETBACK
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DON'T 7IoLESEgOLEY CAS
`,..� LOCATIONS OF ALL EXISTING, UNDERGROUND UTILITIES
DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE wo GROUND wo „,o Icun BLIND manholes, � s, volves, and rn>tksa made � upon
`````"OUriiISelUiga� /�i�i
.. i . , ,�w LEGEND NATURE. ground by
ALSO BE OTHER EXITS NGIN ,
- ---- � +�+� UNDERGROUND UTILITIES FOR WHICH THERE IS NO #
w s� r �rlr rr >rr ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOV�
�vP sT ERFO'Qy''�b,
'� CONCRETE PAVEMENT 1-800-382-55"
ROUND EVIDENCE WAS OBSERVED. THE EXACT
ss 00 rr w' _ �hr CALL TOLL .'FREE LOCATIONS OF SAID EXISTING UNDERGROUND
r
No. y + ' "'"` "�"' �"` _ _ __ "�► ��c 1- 800—'428 -5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
i 93AT03 ` nmr► 00 ,rw w' � '�M1 -F, i► '' ASPHALT PAVEMENT PRIOR TO ANY AND ALL CONSTRUCTION,
Wawa FOR CALLS OUTSIDE OF INDIANA
SHURGARD STORAGE FACILITY
AL
n1huffid 11% s
GATE: DRAWING TIME: DWG. TYPE FILE NUMBER SHEET:
CERTIFIED BY: REVISIONS REVISIONS PAUL I. CRIPE, INC. ♦ LAND SURIVEYiNGG TECH SERVICES cHBC2C: PLAN
8.4 -9s SITE DEVELOPMENT
7172 GRAHAM ROAD ARCHITECTURE -� SCALE: JOB NUMBER C201
INDIANAPOLIS, INDIANA 46250
GATE 17 42-6777 ♦ LAND PLANNING DA -- — j� 1"'40� `1
'
,
DATE: x,08-03-1995 ?:VE,; 11: 16 9I E: `. '9Sjt6 iG�oG
CAU tx YS�bb4` {
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
A. LOCATION & ELEVATIONS OF 'FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS
-
ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER
TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAD (F.E.M.A.) TO DETERMME
FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT/PRGJECT CONSTRUCTION.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING,
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY,
COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
C. 17 SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
BUILDING #1
'•�
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION.
r ��- 825
7' HIGH WROUGHT IRON FENCING
FOOTPRINT =
30,325
S.F.
�- __
D. IT SHALL BE T HALL OCONS
BUILDING #2
COORQ NATION OF RUOC7 ONEWITOHN RIEISP CTIVE UTILITY COMPANIES.
THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO
FOOTPRINT =
29,500
S.F.
��� ^ �` __
A` O
N
E. IT SHALL BE
MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY
l _
"'
RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS
RECOMMtNDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB
't
O V
CONSTRUCTION.
SITE AT ALL T I MES DURING C
S 31
TRASH SH ENCLOSURE
F. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS
229 SPACES
REQUIRED
_ \
(SEE ARCH. D E T A I L )
PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE
TO CERTIFY TO CERTAIN PORTIONS OF THIS
.
4 0 U L
. -
ENGINEER WILL BE REQUIRED
PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL
2 HANDICAP
SPACES
PROVIDED
AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE
'
NTH THESE PLANS AND SPECIFICATIONS.
G. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK
SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR
•-
H. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR
., � �
�� -_
_.� CURB
EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL
UU \
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH,
I. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
•
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a.
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�- . DING SETBACK
7.5' WIDE
SIDEWALK ` a
„ CONTACT REOUft UTILITY \ i' � • � -a C.rY
CO. To vEa1Fr SthocAT1oN 4r�
2 ' CHAIRBACK
CURB :S �` bN ' STORY
oo ` `.X OF
CE
i ARM LS F4 DE T
\ ,
LOADINGDOC1c Da�EN51 f PAVEMENT
STRIPING
1Z
3
RkNN
825 4v
�45 9�' , 345.93
N tl0''
CSEE E1.E.P. 4PLANS F IN �
WAT1*
RNING
511E UGH NG AND SI"GE
Ln BUILDING #2 N { I _ _ _ 1 I TWO tour nm,
$� 0) AGE' MASONRY PIER
i
cD so
q 40
LDING #2
I
` V
,r
• 1 1 -.
3J0.00'
1 1
81p ,
7
HIGH WROUGHT IRON FENCING
EXISTING TREES TO
(SEE TREE PRESERVATION PLAN SHEET 1-101)...
l "" '
454.48 S
60' BUILDING SETBACK
.. _ _ __ __ - .__ .• - . _. _ `'�.___ __ .�. __ ° -..`' 845 _`� .. _..^.�. - -- _ .�.� i 1'`; ;I J` � � f
COOL CREEK
`I
4' ,tRi;l X11 t a. All ;i i` t; �, . t�•. •
O
6
DON'T 7IoLESEgOLEY CAS
`,..� LOCATIONS OF ALL EXISTING, UNDERGROUND UTILITIES
DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE wo GROUND wo „,o Icun BLIND manholes, � s, volves, and rn>tksa made � upon
`````"OUriiISelUiga� /�i�i
.. i . , ,�w LEGEND NATURE. ground by
ALSO BE OTHER EXITS NGIN ,
- ---- � +�+� UNDERGROUND UTILITIES FOR WHICH THERE IS NO #
w s� r �rlr rr >rr ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOV�
�vP sT ERFO'Qy''�b,
'� CONCRETE PAVEMENT 1-800-382-55"
ROUND EVIDENCE WAS OBSERVED. THE EXACT
ss 00 rr w' _ �hr CALL TOLL .'FREE LOCATIONS OF SAID EXISTING UNDERGROUND
r
No. y + ' "'"` "�"' �"` _ _ __ "�► ��c 1- 800—'428 -5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
i 93AT03 ` nmr► 00 ,rw w' � '�M1 -F, i► '' ASPHALT PAVEMENT PRIOR TO ANY AND ALL CONSTRUCTION,
Wawa FOR CALLS OUTSIDE OF INDIANA
SHURGARD STORAGE FACILITY
AL
n1huffid 11% s
GATE: DRAWING TIME: DWG. TYPE FILE NUMBER SHEET:
CERTIFIED BY: REVISIONS REVISIONS PAUL I. CRIPE, INC. ♦ LAND SURIVEYiNGG TECH SERVICES cHBC2C: PLAN
8.4 -9s SITE DEVELOPMENT
7172 GRAHAM ROAD ARCHITECTURE -� SCALE: JOB NUMBER C201
INDIANAPOLIS, INDIANA 46250
GATE 17 42-6777 ♦ LAND PLANNING DA -- — j� 1"'40� `1