Mayport Road 2301 (2) 1
GENERAL
1, The contractor shall examine the work site and equipment prior to submitting a bid.
The submisslon of a bid shall be evidence that this requirement has been met, Failure
to Inspect the site and equipment prior to bidding will not relieve the contractor of the
responsibility of performing all work, written or imptied, In the contract. Notify Hess
U-POLE INSTALLATION representative Immediately of any discrepancies In the drawings and bid documents, MISCELLANEOUS WORKI
2. Materials to be shipped to Contractors supply point prior to project start, Contractor 1, Clean all stainless steel curb forms at completion of project,
1. Remove concrete at ends of dispenser Islands to install U-Pole bumpers, Furnish and to unload, stock materials ccnd deliver to work locatlon as needed for the project. 2, Clean site of all construction debris,
Install staintess steel U-pole bumpers at Island, Bumpers to be set in 4' diameter PVC Contractor to verify that all materials are received prior to the start of the project, �
sleeve and space between bumper and sleeve filled with clean sand, top to be searled with 3, Contractor -to submit, obtain and pay for all State and Local permits required for the Contractor to schedule and perform all necessary Inspections per all state and local
Sika�-flex, See drawing LE--1, 'U-Pole Type Bumper Post Detall' for Installation project, requirements,
details, Replace concrete, 4, p p p g 4. Identify and label all changes to electrical panel box.
All work to be completed per Amerada Hess Corporation <AHC) drawings and ,
specifications, See attached document list for list of project drawings and speciflcatlons. 5, Existing environmental monitoring wells are to be protected from damage, No well Is
Contractor to notify AHG of any missing documents prior to bid due date, to be ak)andoned or destroyed without written the permission of the Hess Environmental
5, See attached materlals list to be furnished by AHC, Contractor to furnish alt materials Department.
270 , 00 ' needed to complete the project not listed as AHC supplied,
DISPENSER REPLACEMENT (Installing New Bravo Fox) I
..... ...,. 1, Remove existing dispensers from Islands, destroy to make Inoperative, take photos and �
scrap cllspensers, Blow product lines back to tank to remove alt product, t
2, Sawcut drive mats and or asphalt to extend doubtewalt discharge lines and Phase II
Lines to new dispenser Iocatlons as needed, Putt new wire from control panels to
dispensers as needed. NO SPLICES TO BE MADE, '
3. Sawcut dispenser Islands as needed and Install new Bravo dispenser containment
boxes for new dispensers, Bravo boxes are to be bolted Into Island concrete using six
concretcr expansion bolts per box. Bolts to be Installed 3' from top of concrete Island
level, Repipe product lines, secondary containment lines and Phase II tines to Bravo
ELECTRONIC MONITORING boxes, Extend conduit to Bravo box as needed.
4. SawcLI-t concrete and asphalt and Install two additional 1' condults to each dispenser.
1. Install electronic monitoring as shown on standard drawings, Cable For electronic_ Run conduits to dispenser control box Location, Conduits to be used for wiring for new
monitor system to be run in existing conduits, dispensers, i
2, Install Red .Jacket ST-1401 electronic monitoring system for all For, tank gauging, 5. Reptac.v, concrete at [stands and drive vats, see drawing CAS-1 for details. i
Interstitial space monitoring and sump monitoring, Contractor "to Furnish and Install Red 6. Precls>lon test discharge lines, secondary containment lines, perform pressure blockage
Jacket cable Model 4 RE400--324 as needed, install all probes and wire as needed, test and decay tests on Phase II lines. Testing Is to be completed after all concrete
Contact authorizer Red Jacket service representative for start up and Station personnel work is complete. Contractor may test lines prior to concrete work, at his desecration. '
training, 7. Instal. Gllbarco Advantage dispensers. Dispensers to have CRINDS (gasoline dispensers
3, See Alternates for Instattation of condults IF additional conduits are required. only), speakers, unlit canopies, vapor ready. Putt wires as needed for the installation.
Install hoses, breakaways, whip hoses and nozzles, Connect speakers to the existing 4 4
RESTROOM UPGRADE Intercom system, Remove any column speakers and patch holes In canopy columns. �}
8, Remove all existing dispenser control boxes. Install distribution box and relay boxes in
L Remove (2> existingstaintess steel mirrors In ladles and mens restroom, Including the
back roor�, and wire as needed.
g '9. Allied ,1NDI control box Is existing, verify, Remove existing dispenser control cards +
paper towel and soap dispenser In the units.
2, Supply and Install (2) new 36' x 18' surface mounted staintess steel mirrors, Field sand Install Gllbarco dispenser control cards (Hess Supplied), Install Gllbarco 'Dual Board'
measure the existing mirror prior -to purchasing new mirror to ensure proper fit, Hess supplied) for non--crind diesel dispenser. Install dual board cable from distribution f
box to A'Uted ANDI box and connect,
tO, Contact Gllbarco to arrange equipment startup, Assist In startup as needed,
CLEAN AND PAINT CANOPY DECK
L Underside of canopy deck Including exterior gutters to be painted, Power wash, scrape
a,nd tightly sand entire surface prior to painting,
2.. Surface to be primed with one coat Conlux Epoton Mastic #36 White,
3, Finish coat to be one coat Conlux Acrolon II 2200 Services High Gloss White, Paint to
DETENTION POND AREA be applied by roller only, no spraying allowed,
., ., 4,, Proper roller to be used to avoid roller material adhering to surface.
5, Conlux paint specifications are attached,
01 0 6, Paint steel angle edge of canopy with Conlux Snow-White #235 enamel paint,
0 7, Scrape and properly prepare all areas prior to painting. i
8. All Island equipment and concrete surfaces to be covered,
_ `, Open and clean all canopy deck lights after canopy deck has been painted,
Q 0 10, Paint canopy cotumns of ter deck has been painted, color to match existing. Canopy f
column paint to be supplied by station,
C) 11, All other paints to be furnished by the contractor.
L12, Contractor to be responsible for paint spillage or drlpage on customer autos.
! 13, Contractor to furnish all paints, finishes, thinners, Materials specified are to be used
with no substitutes, 1
CONCRETE CURB-- - 14, Station to remain opening during painting.
15., Inspect canopy for leaks, Report to Hess engineer on findings. All canopy leak repairs
are to be done on a time and material basis. Do not Include canopy repairs in base
price, Sui.onl c rate sheet with bid.
ALTERNATESt
L_._,Z-_ Asphalt
Repair EXISTING C(1NL7PY 1, Crate and ship dispenser to a location specified by AHC. Actual cost of shipping to i
EXISTING DISPENSER 4' Typical be paid for by AHC,
ISLANDS. "�� __. Asphalt 2. Excavato, furnish, and install one 11
diameter conduit. Cost to Include removal and
Ex Jvint �_ __-__�___..__ replacement of any asphalt, concrete, sod, etc, as needed, Cost to be per linear foot of I
Typical Repair conduit Installed,
3. Furnish and install additional V conduits in excavated (open) trench. Cost to be per
linear fool: per conduit,
4, Remove asphalt and repair subase. See 'Asphalt Resurface' section of this scope,
5. Contractor to furnish explosion proof water pump to pump excavation dry and keep
Asphalt / excess water from excavation. Hess wilt provide trailer to pump water onto, Hess to
Repair - arrange and pay for disposal transportation and disposal. Contractor to give Hess 72
_ - hours notice when and if a disposal truck, or trucks are needed
/ MESS 6, Provide labor and equipment to load contaminated soil onto Hess provided trucks for
Exp, Joint- "- 0 CJ E❑o disposal, Cost to be per ton basis.
4' Typical - - MART TYp cal _---
xa 0EHEU
�o
El..
TEST SUMPS
Replace I.D. sign L Hydrostatic test all sumps by fitting sumps to three Inches over the highest penetration `
In the sump. Mark water height and allow to set for twenty-four hours, level should not
EXISTING (4) 10,000 GAL, --- (By Others) change. If level does change, locate area that water Is leaking and repair, If water is
DOUBLE WALL, FIBERGLASS currently In sump, and existing water table Is above the top of tank elevation, clean out
manhole area and pump water out of sump, Inspect twenty four hours tater for any
/;� � D o water entering the sump. Locate where water enters the sump and repair, Retest as
L;,.� D needed, Base bid price Is not to include repairs to sumps, since extent of repairs Is not
--- na 97 known, Rep.aIrs to be done on a time and material basis,
i
CONCRETE_ CURB _ Atlantic Beach Fire Marshal
2 70 00
RECEIVEI�--
AN 12 1997 GRAPHIC SCALE,
City of Atlantic Beach ASPHALT --
Building and ZoningMAYPORT ROAD
1, See site plan for area of statlon to be Sawcut and patched, Remove existing asphalt 0 20' 40' 60' 80'
and install asphalt per site plan and CAS-1. Kv. DAtt BY DOMMIRM
cHdc �`u
2, Seat coat asphalt lot, two coats. See attached drawing CAS-1 for specifications, Lot APPROVALS DRAFTING DESIGN PROJECT ENG. FINAL APPROYA1.�
SIGNAGE REPLACEMENT to be done one half at a time to allow station to remain open and operational, Seal Q AND CHECK APPROVAL APPROVAL
coating of asphalt tot is not included In the Penalty / Bonus clause, S �P � / cHecKs
3, ALTERNATE PRICE #A--41 Remove existingasphalt and excavate as needed to allow o� a `' ' ''Y
1, Remove two HESS MART canopyfacade modules and one six Foot stripe canopy Facade p
p and
placement of asphalt base, Compact and stabilize subase, Install six (6) Inches gravel [" [�module gns(adjtent to HESS MART) on canopy and replace with ane 'HE' module and one base and compact, Install 4' thick compacted asphalt base course <binder) at elevation �e F� �� ►�� AMLRADA HESS C
'SS`. Signs to be Furnished by Hess, Existing signs to be destroyed and properly �� '
disposed to allow and 1 1/2 thick compacted asphalt surface course. Cost to be per square ��Q��c>t
yard, See attached Concrete and Asphalt Specifications, drawing number CAS-1 for ,
details. �/. HESS PLAZA WOODBRIDGE N J
'� .
/�
REPLACE DRIVE MAT JOINT SEALER -
PROJECT N0. A,F.E. N0.
1, Remove all Slka-Flex in expansion joints In tank pad, Island pads and around {stands, 09377
Clean ,Joint of all debris by blowing clean with a compressor, then Installing Ethafoam 'SB' NOTE' SCALE DRAWN BY DATE
Hacker rod and Installing Sika--Flex 2-C sealant, Pads to be completed as not to 1 "= 20' Y.DiTarante► 10MQreh 97 ;
Interfere with station operation or deliveries, One-half of drive mats or tank Contractor to perform all work as Shawn on the attached drawing, specifications and
P pad to be contained In the Scope of Work within 8 calendar days from start of project, See bonus DISPENSER REPLACEMENT LOCATION
completed at a time. ATLANTIC BEACH FLORIDA
penalty clause, DRAWING NO. REV.
-- DR
--- 1
II
i
GENERAL
1, The contractor shall examine the work site and equipment prior to submitting a bid,
The submission of a bid shall be evidence that this requirement has been met. Failure
to Inspect the site and equipment prior to bidding will not relieve the contractor of the
(�`, responsibility of performing all work, written or Implied, In the contract, Notify Hess
U-POLE INSTALLATI❑N
�� representative Immediately of any discrepancies In the drawings and bid documents. MISCELLANEOUS WORKI
2. Materials to be shipped to contractors supply point prior to project start. Contractor 1. Clean all stainless steel curb forms at completion of project,
1, Remove concrete at ends of dispenser Islands to Install U-Pole bumpers, Furnish and to unload, stock materials and deliver to work location as needed for the project, 2, Clean site of all construction debris.
Install stainless steel U-pole bumpers at Island, Bumpers to be set in 4' diameter PVC Contractor to verify that all materials are received prior to the start of the project, 3, Colntractor to schedule and perform all necessary Inspections per all state and local
sleeve and space between bumper and sleeve filled with clean sand, top to be sealed with 3, Contractor to submit, obtain and pay for all State and Local permits required for the requiirements,
Sika--flex, See drawing LE-1, 'U-Pole Type Bumper Post Detail' for Installation project, 4, IdEentify and label all changes to electrical panel box,
details. Replace concrete, 4. All work to be completed per Amerada Hess Corporation (AHC) drawings and 5, Exllsting environmental monitoring wells are to be protected from damage. No well Is
specifications, See attached document list for list of project drawings and specifications, to b(e abandoned or destroyed without written the permission of the Hess Environmental
Contractor to notlPy AHC of any missing documents prior to bid due date, Deparrtment
5. See attached materials list to be furnished by AHC, Contractor to furnish all materials
270 . 00 ' needed to complete the project not listed as AHC supplied,
DISPIENSER REPLACEMENT (Installing New Bravo Box)
'moo-" - 1, Remove existing dispensers from Islands, destroy to make Inoperative, take photos and
scrap dispensers, Blow product lines back to tank to remove all product,
2, Smwcut drive mats and or asphalt to extend doublewall discharge lines and Phase II
lines to new dispenser locations as needed, Pull new wire from control panels to
dlspensers as needed, NO SPLICES TO BE MADE,
3. Sawcut dispenser Islands as needed and Install new Bravo dispenser containment
boxes for new dispensers, Bravo boxes are to be bolted Into Island concrete using six
concrete expansion bolts per box, Bolts to be Installed 3' from top of concrete Island
level„ Repipe product lines, secondary containment lines and Phase II lines to Bravo
ELECTR❑NIC MONIT❑RINGboxes. Extend conduit to Bravo box as needed,
r 4. Scxwcut concrete and asphalt and install two additional 1' conduits to each dispenser,
1, Install electronic monitoring as shown on standard drawings, Cable for electronic Run conduits to dispenser control box location. Conduits to be used for wiring for new
monitor system to be run In existing conduits, dispensers,
2, Install Red Jacket ST-1401 electronic monitoring system for all For, tank gauging, 5, Replace concrete at Islands and drive mats, see drawing CAS-1 for details,
Interstitial space monitoring and sump monitoring, Contractor to furnish and Install Red 6. Precislon test discharge lines, secondary containment lines, perform pressure blockage
Jacket cable Model E400-324 as needed, Install all probes and wire as needed, test; and decay tests on Phase II lines, Testing is to be completed after all concrete
Contact authorizer Red Jacketservice representative for start up and Station personnel work; Is complete, Contractor may test lines prior to concrete work, at his desecration,
training, 7, Install Gllbarco Advantage dispensers. Dispensers to have CRINDS (gasoline dispensers
3. See Alternates for Installation of conduits If additional conduits are required, only, speakers, unlit canopies, vapor ready, Pull wires as needed for the installation,
Install hoses, breakaways, whip hoses and nozzles, Connect speakers to the existing
RESTROOM UPGRADEIntercom system, Remove any column speakers and patch holes in canopy columns,
L[ o 8, Remove all existing dispenser control boxes. Install dlstrlbutlon box and relay boxes In
back; room and wire as needed,
1, Remove (2) existing stainless steel mirrors In ladies and mens restroom, Including -the 9, Alllled 'ANDI' control box Is existing, verify, Remove existing dispenser control cards
paper towel and soap dispenser In the units,
2, S� u��PPI.YY � and Install (2) new 36' x 18' surface mounted stainless steel mirrors, Field and Install Gllbarco dispenser control cards (Hess Supplied), Install Gllbarco 'Dual Board'
measure the existing mirror prior to purchasing new mirror to ensure proper fit, (Hess supplied) for non-cried diesel dispenser, Install dual board cable from distribution
box to Allied 'ANDI' box and connect,
10, Contact Gllbarco to arrange equipment startup. Assist In startup as needed,
CLEAIN AND PAINT CANOPY DECK tC
_ 1, Underside of canopy deck Including exterior gutters to be painted, Power wash, scrape
and 0.lghtly sand entire surface prior to painting,
2, Sulrface to be primed with one coat Conlux Epolon Mastic #36 White.
3, Finish coat to be one coat Conlux Acrolon II 2200 Services High Gloss White, Paint to
DETENTION POND AREA be applied by roller only, no spraying allowed.
4. Proper roller to be used to avoid roller material adhering to surface,
5. Conlux paint specifications are attached,
0 0 6. Paint steel angle edge of canopy with Contux Snow-White #235 enamel paint.
� 7. Scrape and properly prepare all areas prior to painting,
Q 8, At( Island equipment and concrete surfaces to be covered,
9. Open and clean all canopy deck lights after canopy deck has been painted,
Q10, Paint canopy columns after deck has been painted, color to match existing. Canopy
column paint to be supplied by station,
Q UTILITY 1 Q IL All other paints to be furnished by the contractor,
I P1012, Contractor to be responsible for paint spillage or dripage on customer autos,
F13, Contractor to furnish all paints, flnishes, thinners, Materials specified are to be used
�.. -- - _ with no substitutes.
CONCRETE CURD 14. S-tation -to remain opening during painting,
15, Inspect ca,c iopy for leaks, Report to Hess engineer on findings. All canopy leak repairs
a;^e to be done on a time and material balls, Do not Include canopy repairs In base
price, Submit rate sheet with bid,
ALTERNATESI
Asphalt
Repair EXISTING CANOPY 1, Crcate and ship dispenser to a location specified by AHC, Actual cost of shipping to
4' Typical be paid for by AHC,
EXISTING DISPENSER yp 2, Excavate, furnish, and Install one 1' diameter conduit. Cost to Include removal and
ISLANDS, -- Exp. Joint Asphalt
replacement of any asphalt, concrete, sod, etc. as needed. Cost to be per linear foot of
Typical p conduit Installed,
.. ., 3, Furnish and Install additional V conduits In excavated (open) trench, Cost to be per
linear foot per conduit,
4, Remove asphalt and repair subase, See 'Asphalt Resurface' section of this scope,
. - 5, Contractor to furnish explosion proof water pump to pump excavation dry and keep
Asphalt p excess water from excavation. Hess wit( provide trailer to pump water onto, Hess to
Repair V arrange and pay for disposal -transportation and disposal, Contractor to give Hess 72
- -- ,p P
HESS C1-iy ,OF
ATLANTIC BEACH hours notice when and If a disposal truck, or -trucks are needed,
Exp. Ja(nt ° ° e1�,,�plNo oFrF'cE 6, Provide labor and equipment to load contaminated soli onto Hess provided trucks for
disposal. Cost to be per ton basis,
' 7ypicai = �- MART Typ Cal
JUN 1 d X991
TEST SUMPS f
- Replace I.D. sign 1, Hydrostatic test all .sumps by filling sumps -to three Inches over the highest penetration
(eOthers) In the sump, Mark water height and allow to set for twenty-four hours, level should not
EXISTING (4) 10,000 GAL, y change, If level does change, locate area that water is leaking and repair, If water is
DOUBLE WALL_, FIBERGL..ASS currently in sump, and existing water table Is above the top of tank elevation, clean out
manhole area and pump water out of sump, Inspect twenty four hours later for any
water, entering -the sump, Locate where water enters the sump and repair, Retest as
needed, Base bid price Is not to Include repairs to sumps, since extent of repairs Is not
---, known, Repairs to be done on a time and material basis,
CONCRETE CURB
R'E C E 9V ' 270 00 ' -
GRAPHIC SCALE:
JUN 1 2 1997
ASPHALT � I,
City of Atlantic Beach MAYPORT ROAD 1, See site plan for area oC station to be sawcut and patched. Remove existing asphalt 0 20' 40' 60' 80'
BUiiding and Zoning and Instal( asphalt per site plan and CAS-1, REV. DATE 6v amoral C=K AWn
2. Seal coat asphalt lot, two coats, See attached drawing CAS--1 for specifications. Lot JAPPROVAL_ _�APPROVALS DRAFTING DESIGN ROJECT ENG. FINAL APPROVAL
-to bedone one half at a time to allow station to remain open and operational, Seat AND CHECK APPROVAL
SIGNAGE REPLACEMENT �� coatin of as halt lot Is not Included In the Penal( / Bonus clause, CHECKSg p y _--
1, Remove two HESS MART canopy facade modules and one six foot stripe canopy facade 3, ALTERNATE PRICE 4A-41 Remove existing asphalt and excavate as needed to allow -� '_.-,_.._.
placement of asphalt base. Compact and stabl(Ize subase, Install six (6) Inches gravel M I... R A A HESS CORPORATION
module (adjacent to HESS MART) on canopy and replace with one 'HE' module and one base and compact, Install 4' -thick compacted asphalt base course Cbinder) at elevation
'SS', Signs to be furnished by Hess, Existing signs to be destroyed and properly to allow and 1 1/2' thick compacted asphalt surface course, Cost to be per square
disposed , yard, See attached Concrete and Asphalt Specifications, drawing number GAS-1 for HESS PLANA IIIIOODBRI®G� N.J.
details. > >
REPLACE DRIVE MAT JOINT SEALER �.`�� - PROJECT N0. -------
�
L Remove all Slka-F�(ex In expanslon jolntTf�1.E 5 In tank pad, Island pads and around Islands. 09377 A.F.E. N0.
DATC
Clean ,Joint of all debris by blowing clean with a compressor, g NATE' SCALE DRAWN a OM
then Installing E�thafoam 'SB' ,> >
Backer rod and Installing Sika-Flex 2-C sealant, Pads to be completed as not to Contractor to perform all work as sh w on the attached drawing, specifications and I o 20 V.DiTaranto 1UMarah 97
Interfere with station operation or deliveries. One-half of drive mats or tank ad to be 9 p LOCATION
P p contained In the Scope of Work within 8 ,calendar days from start of project. See bonus DISPENSER REPLACEMENT ATLANTIC BEACH, FLORIDA
completed at a time, / �/penalty clause. DRAWING N0. REV.
DR
�- 1
I
V-10"
3 1/4" 1'— 3 1/2" 3 1/4"
(4) 2 1/4"0 HOLES FOR 1 3/4"0
ANCHOR BOLTS AT EACH COLUMN,
CONTRACTOR SHALL FURNISH AND
INSTALL (4) 1 3/4"0 ANCHOR BOLTS,
47" LONG WITH 39" EMBEDMENT.
PROVIDE 5%5%3/8" THICK PLATE AT
SIGN BOX BOTTOM OF EACH BOLT.
SECURE WITH (2) NUTS OR 1/4"
FILLET WELD ALL AROUND BASE.
GROUND LUG 1/2"-13x1/2" L.G.,
4' a BY SIGN FABRICATOR
.I 3/4" RIGID CONDUIT FOR WIRING
TO SIGN, BY CONTRACTOR
Q CUT OUT 12 1/4" x 8 1/4",
N BY SIGN FABRICATOR
4 1 1/4" THICK BASE PLATE,
"HESS" PANEL (FURNISHED BY SIGN NOTE: BY SIGN FABRICATOR
r�
SIGN MANUFACTURER SHALL STEEL COLUMN: TS 12"x8"x1/2",
FABRICATOR, INSTALLED BY CONTRACTOR); FABRICATE METAL SIGN BOX
00
080 WHITE FINISHED ALUM. CASING "901-101 FURNISHED BY SIGN FABRICATOR,
IH E C;s W/ HINGED FACE; 3/16" THK. PLEX, FACE PAINTED 11 DEEP INSTALLED BY CONTRACTOR.
Lo ON SECOND SURFACE; WHITE BACKGROUND #406;
GREEN COPY AND STRIPE #AS-4352. PAINT SILVER GRAY
SIGN SHALL BE CAPABLE OF WITHSTANDING
MINIMUM 50 PSF LOAD.
N
•
REGULAk". O's
+ d
' '0,0
1
"PRICE" PANEL (FURNISHED BY SIGN SIGN ILLUMINATED W/ (5) F108 T12/D/HO
FABRICATOR, INSTALLED BY CONTRACTOR); FLUORESCENT LAMPS ® 11 1/2" O.C. AND
• 080 WHITE FINISHED ALUM. CASING "901--101 POWERED BY 120 V BALLAST
00 S W/ HINGED FACE; 3/16" THK. PLEX. FACE PAINTED
ON SECOND SURFACE; GREEN BACKGROUND
00 O'
#LU S"
AS--4352; WHITE COPY AND STRIPE #406; 7/16
WHIT CHANGEABLE NUMERALS W GREEN 7/16""
E G G E /
BACKGROUND IN CLEAR "Z" TRACK.
• SIGN SHALL BE CAPABLE OF WITHSTANDING
® ® MINIMUM 50 PSF LOAD.
BASE PLATE
SCALE: 1"=V-0"
1 STEEL COLUMN TS 12"x8"x1/2" STEEL COLUMN TS 12"x8"x1/2"
°cv° FURNISHED BY SIGN FABRICATOR, FURNISHED BY SIGN FABRICATOR,
INSTALLED BY CONTRACTOR. INSTALLED BY CONTRACTOR.
PAINT SILVER GRAY PAINT SILVER GRAY
c7
i
�n
r
EXPLOSION—PROOF SEALING FITTING, 6"xB" HANDHOLE COVER PLATE,
BY CONTRACTOR BY SIGN FABRICATOR
CONC. FOOTING, BY CONTRACTOR
CONCRETE COLUMN (3,000 P.S.I. CONC. MIN.)
ENCASEMENT, I II a 2'-4°
BY CONTR. 2'-4,. BYNON—SHRINK GROUT, RECEIVELY BY CONTR. FIN ISH GRADE
L7
LEVELING NUTS, J� I =
BY CONTR. ANCHOR BOLTS,
BY CONTR. I� iv o AUG 4 1997
N
Lill
v. v 1'
City of Atlantic Beach
V. 1
o — 1 1� I " I I i Building and Zoning
-- °- r-__._.__ ---_._._._- - L__-_.._-___-.__-, 1
. ��•—�?� .d�����-',�iL�I ��� � 7��. V�"7rt',�`����_��.�.�.�v;�f—�,`�.������— t
REV. DATE BY DESCRIPTION CHECK APP'D.
i I I I . . , CHICKS DRAFTING
1..1 ° tal v , ° el i q Ll .v
COMPACTED BACKFILL, BY CONTRACTOR I I AND CHECK DBSKiNJROVAL NQ. FML APPROVAL
..— p - v - 0. - •0 _ VI1• 11 v 4. I I APPROVALS APPROVAL
- o v 1I II q v• o v d LI !! b v
q v. •, v.' ' cy . I I: v '� I q v v v c v .11
I �c v IIq II v v v . � tr.. • a.PI ° •II v .v I I
3/4" RIGID CONDUIT FOR WIRING TO AMERADA HESS CORPORATION
� � - a. •• v v. .. v° `9 v q � ..v v ' . °, �° .• . �a o v d• v, `�
SIGN, BY CONTRACTOR i
r q a q V. q 4 • �o q I 1 D HESS PLAZA WOODBRIDGE N.J.
v 41-
L— .--._.......__---- —__...f._..__�.---.—�...___--»—_...._�.__J
�� / FINAL TITLE PROJECT NO. A.F.E. N0.
X� \\ \ \ \� �. �\ \ �l \ #7 BARS 0 6" D.C. TYP. EACH WAY, APPROVAL A ���O�w
TOP & BOTTOM, BY CONTRACTOR g'—p" A moi'
SR.VP. 28'�-2" HIGH IDENTIFICATION SIGN
SCALE DRAWN BY DATE
/ UNDISTURBED EARTH OR APPROVED CONTROLLED DATE: �� 3 PRODUCT PRICE PANEL AS NOTED JG 3�22/97
FILL MIN. 6" BELOW FROST LINE, VERIFY MIN.
1,500 P.S.F. BEARING CAPACITY, BY CONTR. DRAWING NO. -- REG.
NOTE:
DATE: WIND SPEED: 110 MPH ID-1
REINFORCEMENT TO CONFORM TO
ASTM A 615 GRADE 60
FRONT ELEVATION/SECTION SIDE ELEVATION METSKY — ZUCKERMAN MONROEh TSKY
a
DATE:
SCALE: 1/2"=1'-0" DAVID ZUCKERMAN
SCALE: 1/2"=1'-0" ARCHITECTS AND PLANNERS
60 POMPTON AVE VERONA, NEW JERSEY