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` , BRAND DIVISION 40 SO,fT. PRICE/LOGO SIGN
IREFERENCE DRAWING •5080-R3 FOR DETAILS!
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- . BRAND DIV151�
' IREFERENCE D�
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SECTION A-A A �'
scr.�t� �'�" _ ''-�' FRONT ELEVAT I ON
. .SCALE� �'�. ` I'-0
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' BUILDING. . . . . . . . . . . . ....0. 12 ACRES = 11.5% (
' CANOPY. . ......... . . . . .. .0. 12 ACRES = 20. 0%
PARK I NG. . . . . . . . ........ . 0. I 4 ACRES = I 2. 8%
DR I VE SURFACE. . . . . , . . . . .0. 50 ACRES = 47. 2'/. •
. LANDSCAPE. . . . ........ . . . 0. 09 ACRES = 8. 5%
.
SHOPPES" RETAIL CENTER 8���� 71 � �
G4 I
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99' _ — —
.EXISTING USE� "IAARATNON SERVi E STA710N" PROPOSED 8' EASEMENT �"
• - - - - - - t- I E4C N5� �� CiTy - - -� - - �
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- ��� I COIN OPERATOR `�' EXIS1iNG St�+o I I I
TO BE REIIOVEO,n ZI
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INTERCEPTOR Rour,D °�'
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6. CONIkACIOH 10 IN5IALL GA5 HVA� UNII YtK tlUILUiN� unHnin�� �uninH��v� �v
INSTALL WOOD SCREENING BOXES AROUND ALL EXPOSED ROOFTOP UNITS. SEE DETAIL
S PLAN ON DRAWING �1911-5.
. • 7. CONTRACTOR TO INSTALL GAS WATER HEATER PER BUILOING DRawiNG.
8. CONTRACTOR TO CONSTRUCT BUILDING FOOTERS 4'-0" WIDE wITH A CDNCRETE STE� WALL
PER DETAIL ON THIS PLOT PLAN.
� F, PAVING
I. CONSTRUCT 5' THICK, NORMAL STRENGTH CONCRETE ISLAND SLAB PER DRAWING
"5050, DWG.� �12 AND STANDARD SPECIFICATIONS.
2, INSTALL NORMAL STRENGTH ASPHALT PAVEMENT PER DETAILS ON DWG. si2 AND
STANDARD SPECIFICATIONS. CONTRACTOR SHALL LIST IN THE PROPOSAL WHICH
ALTERNATE ( FULL DEPTH ASPHdLT CONCRETE OR ASPHALT CONCRETE WITH AN
' AGGREGATE BASE) IS INCLUDED IN THE BID. ALSO INCLUDE IN THE BID A PRICE
FOR CHANGING TO THE OTHEA ALTERNATE.
3. CONSTRUCT CAST-IN-PLACE CONCRETE CURBING INSIDE PROPERTY LINES PER
DETAIL ON DRAWING � 12.
4. CONTRACTOR TO PROVIDE CONCRETE CONSTRUCTION, CONTROL, AND EXPANSION
JOINTS AS REOUIRED IN AND PER STANDARD SPECIFICA710NS. CONTROL JOINTS
SHALL LIMIT CONTINUOUS CONCRETE SLAB AREAS TO APPROXI�ATELY 12' X 12'
� S�UARES. LOCATION OF CONTRO� JOINTS SHALL BE APPROVED BY OWNEfl' S
, REPRESENTATIVE PRIOR TO PLACEMENT.
G. YARD AREA
• I. ALL YARD AREA PAINIING REOUIREMENTS TO BE AS NOTED ON DRAWING
�5235-R8 ANO STANDARD SPECIFICATIONS.
� ,{�'' - _ 2, LAN6SCAPE 51 TE AS SHOWN ON "LANDSCAPE PLAN' DRAWI NG "7917-4,
3. PAINT INOICATED HANDICAPPED SPACES AND INSTALL SIGNAGE PER APPLICABLE
CODES. PAINT ALL OTHER PARKING STRIPES WHITE.
4. CONTRACTOR TO CLEAR FLOW LINE OF ORAINAGE DITCH ALONG EdST PROPERTY LINE.
SEE DRAwiNG s7917-2.
N. �I I SCELLANEOUS
I. INSTALL GUARD POST PER DRAWING � 12, REOUIRED TWENTY ( 20) PLACES.
2. I NSTALL A I R SERV I CE PER DETA I L "C' ON DWG. #I 2.
3. INSTALL VACUUM WHERE SHOWN ON PLOT PLAN PER MANUFACTURER' S INSTRUCTIONS.
4. CONSTRUCT TRASH COLLECTION PA M LS PER DRAWING x5217.
5. CONSTRUCT CONCRETE BASES FOR �ROUND-I�OUNt SIGR. SIGN WILL BE INSTALLED
BY CONTRACTOR. CONTRdCTOR TO �.
' SIGN POLE AND ANCHOR BOLTS PER DRAWING �50B0-R -SIGN._SHALL BE.__,�._„_�____.
I NSTALLED W I TH I N F I RST 30 DAYS OF CONSTRUCT I 0 . �I�N��I S 4' -I 0' X B' -2' I 39.6 SF `
6. CONSTRUCT SEVEN t �) L I GHT POLE BASES 2' -0' N I GH
DRAWING • 12. INSTALL LIGHT POLES AND WIRE FIXTURES. CONTRACTOR
RESPONSIBLE FQR TOUCH-UP PAINTING ON POLES, ANCHOR BOLTS. ETC.
7. CONTRACTOR TO INSTALL I�ISCELLANEOUS SIGNAGE: 15EE DRAWING �"5238-RB)
f_ _ _.,
A. CANOPY SHROUD SIGN, RE�UIREO 51X ( 6> LOCATIONS, 28" X 44", 54 SF TOTAL.'"
- urrn _ �i r�i�r f1rAl11C]f� r'� T/�T�I
8. INSTALL CONDUITS, WIRING, PHONE CABLE AND FOUNDATIONS REOUIRED FOR ONE II)
' ♦
WALK-UP TELEPHONE PER DRAWING •12A.
i 9. INSTALL COIN OPERATER PER MANFACTURER'S INSTRUCTIONS.
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' I HEREBY CERTIFY THAT THESE DRAWINGS
PDCPARF� RY ��Ap/1TN(��I P�71](11 CIII,A ('(1. �
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,SIGN COPY: 1� -9�'��/,�.� � SIGN ADDRESS: /70 8 � ��(v�
� CARNIELCLAY TOWNSHIP.HAIVIILTON COUN'I'Y,INDIANA �C�C_-]�
CT� � _� SIGN PERMIT APPLICATION
_ _--- s � -
DATE RECEIVED: � S Q PERMIT NUMBER:
NAME OF BUSINESS: �n�/¢�{/f� PHONE:
ADDRESS: I�ID� � ���D_�f ����✓�'s'��✓'� CITY: G��//�L STATE:�ZIP: �
PROPERTYOWNER: ��/iP/�i�/T,THO� ��''�,Qd�/,yr Q PHONE:oc�.�`?Sl�J
ADDRESS: �Ie�/ �j�F'!�'"�S �Q a/ CITY: /•��� STATE:I�ZIP: ���/
ZONING DISTRICT: ��..3 OVERLAY ZONE: 31 431 421 OLD TOWN: YES NO�
REQUIRED APPROVALS: Plan Commission Docket# BZA cket#S(,� 'r DOCD Only
IS AN IMPROVEMENT LOCATION PERMIT REQUIRED FOR THIS BUILDI
-9D y�s
IF, YES STATE PERMIT NUMBER ISSUED I�oDS4�
SIGN TYPE-circle one: WALL GROUND ROOF PROJECTING SUSPENDED PORCH WINDOW OTHER
� � � -- �,-- .
I�O: C}F'S�DES �� S1'GN-STATUS-CPrc�e�a�ipropriate response(syr'�NEW-?E�IS�'ING '1''fi1Z�I�INENT TEMPORARY
�__,-- �
OV HEIGHT FROM GROUND: , `��FT. OVERALL SIGN.pIMENSIOI�YS: ��_FT.X-'� !U � F
_�/CT/�/ .�r � � . .
T A: Requ sted- �}� . C� Q.FT. Permissible- SQ. FT. COLORS: ���!� -� l.✓i/iT�
�„>���
G�• '- �
BUILDING OR TENANT SPACE FRONTAGE DIMENSION: %�7�'�qS FT. BUILDING TYPE: �Si^%G�F -��
SETBACK OF SIGN FROM NEAREST RIGHT-OF-WAY: /f � �'•
�/1K��INC�.. Gr�.�N'/�`�l
LOGO DIMENSIONS: ,LOGO IS PERCENT OF ALLOWABLE SIGN AREA
ARE THERE ANY EXISTING SIGNS ON THIS SITE? IF YES,EXPLAIN JU(,i ,, rv�K.i S"TAi�e'�-'�
SHO G CENTER OR COMPLEX NAME:
I CERTIFY THAT A PICTURB OF THIS SIGN W1LL BE SUBMITTED TO THE DEPARTMENT OF
COMMUNITY DEVELOPMENT WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN.
-OR-
I WOULD PREFER AN ADDED $35.00 INSPECTION FEE TO BE ADDED TO THE COST OF THIS PERMIT
TO COVER THE COST OF THE STAFF OF THE DEPARTMENT OF COMMUNITY DEVELOPMENT TO
TAKE THIS PICTURE.
TWO COPIES OF THE FOLLOWING DOCUMENTATION IS REQUIRED FOR THE REVIEW OF THIS SIGN PERMIT:
* -COMPLETED APPLICATION
* -THE SITE PLAN (depicting all dimensions,setbacks and proposed sign location)
* -SIGN ELEVATIONS(depicting all dimensions,copy and colors)
* -BUILDING OR TENANT SPACE ELEVATION (depicting frontage dimensions and proposed sign location)
* -LANDSCAPE PLAN, Required for ground signs(depicting the plantings,and mature heights and caliper)
* See Samples Attached
SIGN PERMIT FEES:
-PERMIT APPLICATION....$25.00
-SIGN ERECTION.........�20.00 PER SIGN FACE PLUS$ 1.00 PER SQUARE FOOT OVER 32 SQUARE FEET.
-REPLACEMENT OF SIGN FACE IN AN EXISTING CABINET...$25.00 PLUS � 1.00 PER SQUARE FOOT OVER 32
SQUARE FEET.
(Continued On Page 2)
Page2of2 ;��' � ' ".. " ,., ,
;
Carmel/Clay Sign .
Permit Application
«.:,�.
T��JND�RS�G�I�'�I�ERTIfIES THAT THE FOREGOING SIGNATURES,STAT�MENTS AND ANSWERS HEREi`N
CQNTAINED�D'�.H$�IN,�,Q,�MATION HEREWITH SUBMI'Cl'ED ARE 1N AI;L- R�SPECTS TRUE AND CORRECT,
AND THIS SIGN W1Li, BE ERECTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE �
STATE OF INDIANA,AND THE°ZONING ORDINANCE OF CARMEL/CLAY TQ�VN�H�P;INDIANA AND ALL AC'fS
AMENDATORY THERETO,AND SHALL BE EREC'I'ED WITHIN S1X,(6) MONTHS OF THE DATE OF ISSUANCE OR
THtS PERMITIS�.NULL AND VO1D; � � ' , ,. • ' '' '
� �; , , „ ,• , :`a� � . .. . ' �' ..
Fi�J R�HER ,TI�-IE UNDERSIGNED CERTIFI�Q BY SIGNING.THIS,A�PLICATIOiV TIy�T,/�,�;,,REPRESENTATIONS BY
'�'HE DEI�A�2TMENT OF COMMUNITY DEVELOP�E`NT AI2E'ADV'1SORY.' " '
. . ,� , , ,, �; . � ' .� • '
� ' � . _. '?.. . ��� zti , . '".� �., a � '.
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��_� i�r- --�---� —�%'"�-� / �� � ,
PR TY OWNER'S SI . _�t���� BUSI ESS OWN R'S SIGNATURE
., •t ,.,. ,
, ..`,,. 1'• . Y \
��
;S/�f G✓�/ /�l �YG/� •;�,..r. , ,L��/ln./ �/7LD
PROPERTY OWNER'S NAME (PLEAS� P12I1VT) BUSINESS OWNER'S NAME (PLEASE PRINT)
SIGN COMPANY: /�E�r OL�G- CONTACT PERSON: �V'� LD�✓� PHONE: O '✓��
ADDRESS: � Q6T��{ CITY: l��y STATE: �� ZIP:
�''`�'�'FOLLOWING ITEMS ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE ADHERED TO AS
A COND1T10N OFTHE ISSUANCE OFTHIS PERMIT (PLEASE 1NITIAL EACH INDIVIDUAL ITEM):
1)x
2)x
3)x
4)x
5)x
SIGN PERMIT APPLICATION $ �S• �
SIGN ERECTION- Improvement Permit $ � � . �
INSPEC'TION FEE (Required if photography not provided) � ��c..�,.,h�t,�
TOTAL FEE � �3 , —�°
PERMITISSUED BY: � ��l FEE RECEIVED BY:
RELEASE(] FOR CONSTRUCTICD�t
RELEASED ST�rBj�ect to carnpliance with al! R�gulatddea P�D STAMP:
�f State��c��rtp, aa�t� G�ial �a�l�s p A '� �E� 7 1990
O� Cn�v;;,�'_!':;'�ry' DE�'EL��'PJBEN�
��i�Y vF= GAR�:�;�
Revised 7/17/90--m:\sibn\per�N3,�t���j � ?,?��
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I - . CI�'Y OF CARMEL 0 0 017 9 2 -90
DEPARTMENT OF COMMUNITY DEVELOPMENT
C3rme1 , IN 12/07/90 General Fund
Received from Marathon Petroleum Co . Total $ 73 . 00
The SUM of Seventy—three------------------------DO /100 Dollara
On Acco " rathon" sign
Address 1 . 116th Street
Payment Type : CHECK permit $ 73 . OU
Permit No .S 18b . 90 $ O . OU
$ 0 . 00
Authorized $ 0 . 00
Signature ' $ 0 . 00
dep TQTAL $ ?3 . 00
APPROVED BY SIATE BOARD OP ACCOUNTS FOR TNE CRY OF CARMEL-1989
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(REFERENCE DRAWING #5080-R3 FOR DETAILS)
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-- ---------- -- -� � NOTE� TOTAL LENGTH OF STRUCTURAL STEEL S I GN SUPPORTS ( TUB I NG W I TH BA�E AN�
�� �. ;� -2 ' � I' -0' I � Tna p'_QTES eTT�V�;��, T� a` �- . ,
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SCALE: 3" = f' -0"
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/( 4) JB" D I A. HOLES FOR
�'q" D I A. BOL75
� I" D1A. THREADED HOLE FOR
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BASE PLATE LAYOUT
SCALE: 3" � I' -G"
( 41 I�/4" D I A. HDLES FOR
I�/e" D I A. BOLTS
4" X 4" STRUCTURAL STEEL TUBING
\` !" PLATE MATERIAL
NOTES�
ENTIRE SIGN TO BE INTERNALLY ILLUMINATED, FURNISHED BY OWNER, AND INSTALLED BY
CONTRACTOk,
�__ �'��ti ���� G�A�- ;,� `0 3� ��K��N�� �N �ER CAMtRA R�n�`� ART PRO'd�uED BY EI�RC.
COLORS TO �IATCH:
RED: P. M. S. I 99C RcC
GRAY: P. M. 5, q3�C O�RAY
WHI?E
BLACK
MARATNON PETROLEUM CO3 TO GRANT FINAL APPROVAL OF PROTOTYPE SIGN PRIOR TO PRODUCTIOPl.
DESIGN ASSUMPTIONS:
W I ND LOAD 1 NG = PER STATE AND LOCAL CODES ( 30 P. S, F. �1 I ti. )
SO 1 L BEAR I NG = 2500 G. �. ".
SOUTH FLORIDA CODE-
W I ND LDAD I NG = 50 P. S. F.
SD I L BEAR I NG = 2500 P. 5. F.
ALL STRUCTURAL STEEL TUB I NG TO BE A. S. T. M. A500 GRAQE �
ALL OTHER STRUCTURAL STEEL TO BE ASTM A36.
ALL WELDS TO UTItIZE EZOXX ELECTRODES.
RE I NFORC I NG BAR Y I ELD STRESS = 60, 000 P. S. I,
CON�n��_ �n DAt ;,OMrnt�S;v� ��r���� = 400u r.�.,.
ANCHOR BOLTS TO BE ASTA� A325.
TOTAL AREA OF S i GN = 40. 0 SQe FT.
G
� 1990 1�ARATHON PETROLEUI� COIi+iPANY
ASA3:[50,7015080R3DI.DGN
i1f��rath�n
Petroleur� Cor� an
NIAR�THON � y Flndlay. Ohlo 45840
PRELIMINARY APP. DATE FINAL APP. DATE
��a ��
No. DATf DR' F' Ai REV I S I ONS
BRAND DIVISION
40 S�, FTo S I GN °
GROUND LEVEL (BLOCK BASE)
DETAILS
SCALE a5 SHOwh DATE 7- i i-90
DRAWN BY T, SA I NE F 1 LE N0. DwG. N0.
rRacE� gY
CHECKED BY 5080-R3-01
:
$2 4 eii { � * �,i"` _� ' 'F'l{.�
g. . . _ � � � �E�
NOTE� 4" RAISED SLAB
SHALL BE POURED ON
TOP OF STRUCTURAL SLA6.�
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�/2" PREFORI�ED
CONTROL JOINT
� FINISHED CONCRETE FLOOR CONTINUOUS
. . . . , . , ,.. ACROSS BLD' G.
#4 REBARS CONTINUOUS AROUND
STEM WALL
tt 4 Q I 6" 0. C.
TOTAL LENGTH OF FOOTER
13,1 6„ I- 6�-�,-6=-1 b��.l. e--I. e�-I� '�'-{ �- s 4 REBARS CONT I NUOUS
� T a� - a�� ,l
BOTTOM OF FOOTER IS TO BE A MINIMUN OF
I'-0" BELOW FROST LINE OR AS REQUIRED BY CODE
�.. : '
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, �
SITE COVERAGE
PHASE I: DEMOLITION
BU I LD I NG . . . . . . . . . . . . . . . . 0. 04 ACRES = 4. I %
CANOPY. . . . . . . . . , . , . . . 0. 04 ACRES = 4. I%
PARK I NG. . . . . . . . .'. . . . . . . . 0. 07 ACRES = 6. 3%
DR I VE SURFACE. ...... .... 0. 43 ACRES = 40. GY.
LANDSCAPE/UNDEVELOPED. .. 0. 48 ACRES = 44, 9%
PNASE II; RECONSTRUCTION
BU I LD I NG . . . . . . . . . . . . . . . . 0. I 2 ACRES = I I . 5%
CANOPY ..................0. 12 ACRES = 20.0%
PARK I NG . . . . . . . . . . . . . . . . . 0. I 4 ACRES = I 2. 8%
DR I VE SURFACE. . . . . . . . . . . 0. 50 ACRES = 47. 2%
LANDSCAPE ...............0.09 ACRES = 8.5%
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F O O T E R S E C T I O N ZONED B-8/ EXISTING USE� "1Y00DLAWN SHOPPES" AETAIL CENTER B��C� 71���� V
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SCALE� I" = O' -6'� BUILDING SETBACK � i I
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A. 51TE PREPARATION
I. CLEAR SITE PER SPECIFICATIONS UNLESS OTHERWiSE SPECIFIED ON THE PLOT
PLAN OR BY THE OWNER'S ENGINEER. SEE SURVEY FOR EXISTING STRUCTURES.
2. ALL PAVEMENT REMOVED FOR CONSTRUCTION TO BE SAW CUT TO PRC'fIDE A NEAT
AND PROFESSIONAL APPEARANCE WHEN NEW PAVEMENT IS PLACED.
3. NOT USED.
4. REMOVE AND D I SPOSE OF ONE ( I) 8, 000 GALLON, TWO ( 2) 6, OOOGALLON, AND TWO
(2? 550 GALLON STEEL TANKS ACCORDING TO MARATHON PETROLEUM'S "SCOPE OF
WORK - UNDERGROUND STORAGE 1ANK REMOVAL'.
5. ALL EXISTING PRODUCT PIPING SHALL BE REMOVED IF REOUIRED BY STATE OR
LOCAL ORDINANCES, OTHERWISE PURGE, CUT, CAP, AND ABANDON Pr�ODUCT LINES
IN PLACE.
6. THE CONTRACTOR'SHALL BE RESPONSIBLE FOR LAYOUT OF THE ENiIRE SITE. THE
PROPERTY CORNERS SHALL BE MARKED BY OWNER. IF CORNER PINS ARE REMOVED
OR DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL REM,4RK PROPERIY
CORNERS.
7. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO LOCATE ALL
UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATION.
S, CONTRACTOR TO ABANDON EXISTING WATER WELL PER STATE AND LOCAL REGULATIONS.
9. A REPORT OF SUBSURFACE INVESTIGATION IS MADE AVAILABLE TO CONTRACTOR AT
; TIME OF BIDDING. THEREFORE, THE BASE BID SHALL INCLUDE TH� FOLLOWING�
� A. CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE ANY OVERSIZ�NG OF
EXCAVATIONS AND PROVIDE CORRESPONDING BACKFILL OVER AND ABOVE THE
' SPECIFIED MINIMUMS.
10. CONTRACTOR SHALL DETERMINE THE NEED FOR AND PROVIDE ANY DEWATERING
NECESSARY. lANY DEWATERING DEEMED NECESSARY SHALL BE BIQ �1S AN
ALTERNATE. )
B. TANKAGE & PIPING
I. SEE PIPING AND UNDERGROUND UTILITY PLAN DRAWING �7917-3.
DRAWING LIST
SITE SPECIFIC
�i917-I PLOT PLAN
tt7917-2 GRADING PLAN
#791i SURVEY
#791i-3 PIPING PLAN & UNDERGROUND UTILITIES 'LAN
#7917-4 LANDSCAPE PLAN
tti917-5 LIGHTING AND PARKING PLAN
tt7917-6 CANOPY LIGHTING PLAN
1990 BUILDING x90-LS-3-CS
STRUCTURAL
S-I FOUNDATION PLAN
S-ICS FOUNDATION PLAN
S-2 STRUCTURAL DETAILS
��"� � S-3 ROOF FRAMING PLAN
S-3CS ROOF FRAMING PLAN
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+ , ARCHII�CTURA�_
��' � A FLOOR PLAN
A-ICS FLOOR PLAN
� A-2 REFLECTED CEILING PLAN
� A-3 ROOF PLAN
A-3CS ROOF PLAN
A � EXTERIOR ELEVATIONS
�, A QA EXTERIOR ELEVATIONS
A 4;,� EXTERIOR ELEVATIONS
A-5 BUILDING SECTIONS
A-5CS BUILDING SECTIONS
I A-6 EXTERIOR WALL SECTIONS
A-6CS EXTERIOR WALL SECTIONS
� A-7 INTERIOR ELEVATIONS
A-8 FLOQR FINISH PLAN
A-9 SCHEDULES
A-9CS SCHEDULES
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EQUIPMENT
EO-I DEII EQLIIPMENT PLAN
EG-2 SHELVING PLAN
EO-2CS SHELVING PLAh
CABINETS
C-I CABINET DRAWINGS
C-2 CABINET DRAWINGS `
C-3 CABINET DRAWINGS t''
PLUMBING �
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P-I PLUMBING PLAN ��
P-ICS PLUMBING PLAN ��,
P-2 RISER DIAGRAMS
MECHANICAL
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M- I HVAC PLAN ��� '
M-ICS HVAC PLAN
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NOTE� FIRE HYDHAN'
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CORNER NEAR
EDGE OF CURB.
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ELECTRICAL
E-I ELECTRICAL PLAN, 3-PHASE
a'� E-ICS ELECTRICAL PLAN, 3-PHASE
E-2 ELECTRICAL DETAILS, 3-PHASE
E-3 LIGHTING PLAN
E-3CS LIGHTING PLAN
` E-4 120/208V-3PH PANEL SCHEDULES
SPECIFICATIONS
SP-I SPECIFICATIONS
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SUPPORT
xMA-PR-0300-I CANOPY DRAWIN��
#MA-PR-0300-2 CANOPY DRAWING
�12 YARD EOUIPMENT INSTALLATION AND PAVING DETA'LS
•12A PAY PHONE INSTALLATION DETAILS
ttS15A PRODUCT TANK INSTALLATION DETAILS
�S15B PUMP � PipING DETAILS
tt I 5C USED 01 L, FUEL 01 L, SUCT I ON, & MI SC. DETA t LS
�S15E AUTOMATIC TANK GAUGE
"S15G PPM 4000 WIRING DIAGRAM
�4547 TANK ANCHORING lCONCRETE BEAMS)
�4813-3 LANDSCAPE TREATMEN?S
tt4997-18 WIRING DIAGRAM-TOKHEIM TCS (INCLLIDING SUCT!ON)
tt5011-10 CANOPY � AREA LIGHTING & INTERCOM DETAILS
tt5050 TYPICAL ISLAND & SLAB
tt5050-ZA FOUNDATION PLANS FOR TOKHEIM DISPENSERS
tt5080-R3D-i GROUND-MOUNT SIGN
*5235-RII GRAPHICS CONTROL DRAWING
�52i7 TRASH COLLEC?ION PAD�
�5224 STANDARD CANOPY BASE DETA!L
tt5270-2 RE?AIL CANOPY GRAPHIC:, _
tt527a DRAINAGE DETaILS & SPECIFICATIONS cl oF 3,
tt5278-A DRAINAGE DETAILS & SPECIFICATIONS (2 OF 3;
#5278-8 DRAINAGE DETAILS & SPECIFICATIONS (3 OF 31
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C. CANOPY
I. CONSTRUCT FOUNDATIONS FOR CANOPY PER VENDOR'S DRAWING #MA-PR-0300
t9 REQUIRED?.
2. INSTALL ONE fl) i' UNDERGROUND CONDUIT FOR CANOPY LIGHTING FROM THIS
CANOPY COLUMN TO ELECTRICAL PANELS, (TYPICAL TWO (2) PLACES}. CANOPY
VENDOR TO INSTALL CANOPY LIGHTS. CONTRACTOR TO WIRE LIGHTS. SEE
DRAWINGS �5011-10 AND tt7917-5.
3. NEW 95' -0" X 96' -0' CANOPY W I TH SQUARE COLUMNS AND FASC I A W I LL BE
INSTALLED BY QTHERS.
4. INTERNALLY ILLUMINATEQ CANOPY FASCIA WILL BE INSTALLED BY OTHERS.
GRAPHICS TO BE AS INDICATED ON PLOT PLAN. CONTRACTOR SHALL PROVIDE
ELECTRICAL SERVICE TO FASCIA AND WIRE FASCIA. SEE GRAPHICS CDNTROL
DRAWING z5270-2.
D, DISPENSER & INTERCOM
I. INSTALL SIX (6) TOKHEIM TCS 426 HIGH HOSE DISPENSERS ON ISLANDS PER
STANDARD DETAILS. INSTALL CONSOLE, INTERCOM, AND INTERFACE EQUIPMENT.
INSTALL TWO (2) 3/4" CONDUITS TO EACH DISPENSER. ONE CONDUIT ORIGINATES
AT WIREWAY AND ONE CONDUIT FOR INTERCOM ORIGINATES AT ATTENDANT COUNTER.
INSTALL SPEAKER KITS IN DISPENSERS. SOME DISPENSER ASSEMBLY REflUIRED.
WIRE PER DRAWING #4997-18.
E. BUILDING *
I. CONSTRLJCT C-STORE/SERVICE BAY BUILDING #90-LS-3-CS (WI1H OPTIONAL FOURTH
BAY AND CAR WASH BAYI, WiTH CANOPY COLUMNS IN BUILDING WALL PER DRAWINGS
LISTED. SPLIT-FACE BLOCK BUILDING IS TO HAVE SQUARE CORNERS. BUILDING
SHALL HAVE A SPLIT FACE BLOCK EXTERIOR FINISH. INSTALL FRAMING FOR
UNLIGHTED FASCIA.
2. CONSTRUCT 4'-0' SIDEWALK. SEE DETAIL ON DRAWING #12.
3. INSTALL SOFFIT LIGHTS ON ALL SIDES OF BUILDING.
4. BUILDING FASCIA GRAPHICS TO BE INSTALLED BY OTHERS IN ACCORDANCE WITH
DRAWING �5235-RII.
A. "f00D CENTER", 15" X 12'-0", 15 SF. - CENTEREQ OVER ENTRANCE DOORS
B. "SERVICE CENTER", 15" X 13', 16 SF. - CENTERED OVER FOUR (4) SERVICE BAY DOORS
C. "CAR WASH - ENTRANCE", 15" X 8'-6", 12 SF. - CENTERED OVER CAR WASH ENTRANCE DOOR
D, "CAR WASH - EXIT', 15" X 8'-6", II SF. - CENTERED OVER CAR WASH EXIT DOOR
5. NOT USEu.
6. CONTRACTOR TO INSTALL GAS HVAC UNIT PER BUILDING DRAWINGS. CONTRACTOR TO
INSTALL WOOD SCREENING BOXES AROUND ALL EXPOSEQ ROOFTOP UNITS. SEE DETAIL
ON DRAwING �79I7-5.
7. CONTRACTOR TO INSTALL GAS WATER HEATER PER BUILDING DRAW�NG.
8. CONTRACTOR TO CONSTRUCT BUILDING FOOTERS 4'-0" WIDE WITH A CONCRETE STEM WALL
PER DETAIL ON THIS PLOT PLAN.
F. PAV I NG
I. CONSTRUCT 5° THICK, NORMAL STRENGTH CONCRETE ISLAND SLAB PER DRAWING
�5050, DWG. #12 AND STANDARD SPECIFICATIONS.
2. INSTALL NORMAL STRENGTH ASPHALT PAVEMENT PER DETAILS ON DWG. xl2 AND
STANDARD SPECIFICATIONS. C�NTRACTOR SHALL LIST IN THE PROPOSAL WHICH
ALTERNATE lFULL DEPTH ASPHAL_T CONCRETE OR ASPHALT CONCRETE WITH AN
AGGREGATE BASE1 IS INCLUDED IN THE BID. ALSO INCLUDE IN THE BID A PRICE
FOR CHANGING TO THE OTHER ALTERNATE.
3. CONSTRUCT CAST-IN-PLACE CONCRETE CURBING INSIQE PROPERTY LINES PER
DETAIL ON DRAWING tt12.
4. CONTRACTOR TD PROVIDE CONCRETE CONSTRUCTION, CONTROL, AND EXPANSION
JOINTS AS REQUIRED IN AND PER STANQARD SPECIFICA710NS. CONTROL JOINTS
SHALL LIMIT CONTINUOUS CONCf�ETE SLAB AREAS TO APPROXIMATELY 12' X 12'
SOUARES. LOCATION OF CONTR(�L JOINTS SHALL BE'APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO PLACEMENT.
G. YARD AREA
I. ALL Y A RD A R E A P A I N T I N G R E � U I REME N TS TO BE �S N O T E D O N D R A W I N G
tt5235-RS AND STANDARD SPECIFICATIONS.
2. LANDSCAPE SITE AS SHOWN ON "LANDSCAPE PLAN' DRAWING a7917-4,
3. PAINT INDICATED HANDICAPPED SPACES AND INSTALL SIGNAGE PER APPLICABLE
CODES. PAINT ALL OTHER PARKING STRIPES WHITE.
4. CONTRACTOR TO CLEAR FLOW LINE OF DRAINAGE DITCH ALONG EAST PROPERTY LINE.
SEE DRAWiNG �7917-2.
H. MISCELLANEOUS
I. INSTALL GUARD POST PER DRAWING �12, REQUIRED TWENTY (20) PLACES.
2. I NSTALL A I R SERV I CE PER DETA i L" C' ON DWG. # I 2.
3. INSTALL VACUUI� WHERE SHOWN bN PLOT PLAN PER MANUFACTURER'S iNSTRUCTIONS.
4. CONSTRUCT TRASH COLLECTION f'AD WITH MASONRY WALLS PER DRAWING �5217.
5. CONSTRUCT CONCRETE BASES FOR �?OUND-MOUNT SIGN. SIGN WILL BE INSTALLED
BY CONTRACTOR. CON?RACTOR TO PROVI�E ELECTRICAL SERVICE TO SIGN AND PAINT
SIGN POLE AND ANCHOR BOLTS PER DRAWING tt5080-R3D-I. SIGN SNALL BE
I NSTALLED W I TH I N F I RST 30 DAYS OF CONSTRUCT I ON. S I GN I S 4' - I 0" X B' -2' ! 39. 6 SF 1. �
6. CONSTRUCT SEVEN l7) LIGHT POLE BASES 2'-0' HIGH PER DETAILS ON
DRAWING #12. INSTALL LIGHT POLES AND WIRE FIXTURES. CONTRACTOR
RESPONSIBLE FOR TOUCH-UP PAINTING ON POLES, ANCHOR BOLTS, ETC.
7. CONTRACTOR TO INSTA��� MISCELLANEOUS SIGNAGE: iSEE DRAWING *5238-RB)
A. CANOPY SHROUD S I GN, REOU I RED S I X( 6) LOCAT I ONS, 28" X 44", 54 SF TOTAL.'k
8. INSTALL CONDUITS, WIRING, PHONE CABLE AND FOUNDATIONS REQUIRED FOR ONE SI)
WALK-UP TELEPHONE PER DRAWING *12A.
9. INSTALL COIN OPERATER PER MANFACTURER'S INSTRUCTIONS.
I HEREBY CERTIFY THAT THESE DRAWINGS
PREPARED BY MARATHON PETROLEUM CO3
UNDER I�Y SUPERVISION SATISFY, TO THE
BEST OF MY KNOWLEDGE, THE REQUIREMENTS
OF APPLICABLE CODES AND GOOD ENGINEERING
PRACTICE. �`
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DATE:
CQ 1990 MARATHON PETROLEUtiI COMPANY
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