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` HOT TAP EXISTING 8" WATER
' \ MAIN WITH 1 TAPPING SLEEVE
' AND VALVE PER LOCAL UTILITY
COMPANY REQUIREMENTS
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3' X 17' \ LANDSCAPED PROVIDE 3/4" WATER LINE
I AREA FOR IRRIGATION, COORDINATE
EXACT LOCATION WITH
LANDSCAPE CONTRACTOR
INSTALL 6' HIGH WOOD \
PRIVACY FENCE ALONG
PROPERTY LINE
CONDENSER 1 \
/HVAC PAD SIDEWALK
CONCRETE 3 -
C620 SIDEWALK _
SINGLE CART •' v°
PROPOSED FAMILY
3 5' CONCRETE WIDTH CART
C620 EGRESS SIDEWALK CORRAL 8't ITYPE G FAMILY DOLLAR
DOLLAR BUILDING LONG) : °. _ v _ ILLUMINATED PYLON
v SIGNAGE
REAR EXIT 8,320 SQ.FT.
DOOR (#2) 104' X 80'
F.F.=296.00'� v
�I ENTRY DOOR
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DELIVERY DOOR _ : 9 O
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WITH CANOPY C620 HANDICAP RAMP
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PROVIDE 3/4" DOMESTIC WATER ' �. p=2��)" '00`\�
v- LINE TO WITHIN 5' OF THE
b PROPOSED BUILDING FOR TIE
IN, SEE SITE CONNECTION NOTE CONCRETE FLUME 2 /
(TYPICAL) C640
2 DUMPSTER, ti INSTALL TWO � � � P' •' ' � 0
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DUMPSTER PAD WAY CLEAN OUT v
SEE ARCHITECTURAL ° O
FOR DETAILS ° -° PAVED''' HANDICAP ACCESS'� Q
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- - ° LIGHTED v AISLE AND SYMBOL C620 /� (O
d LOADING ° : ° v ',q °_ - °� - _ INSTALL NEW SIDEWALK "
AREA v AS REQUIRED TO TIE
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TO EXISTING SIDEWALK
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AREA C v °
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AREA IN TALL - ° •✓:
° 8' TRANSITION FROM 2" HIGH
o PROVIDE 4" SANITARY SEWER �7 �3 ° v CLEAN OUT /
v ° MODIFIED CURB TO EXISTING
u - LINE TO WITHIN 5' OF THE v S v ° a r� ,� ° ROADWAY CURB, TYPICAL BOTH
o PROPOSED BUILDING FOR TIE ° v SIDES OF DRIVEWAY
U ' ::IN, SEE SITE CONNECTION NOTE
//1 LINE.
ZONE ° .�
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L I BOLLARD TYPICAL C620 v �%° 2" HIGH MODIFIED CURB PER
' OF 4 .::::.:;.• v Ix �4 ARKANSAS DEPARTMENT OF
TRANSPORTATION STANDARD
2 CONCRETE FLUME DRIVEWAY CONNECTION, TYPICAL
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v C640 (TYPICAL)•:•::' - BOTH SIDES OF DRIVEWAY
TIE-IN TO
SEWER MANHOLEING
4: �� INV. ADJUST
AND RAISE - - 6' WIDE CONCRETE APRCN,
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MANHOLE TOP TO
ELEV.=295.03 - AROANSAS DEPARTMENTE7F
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TRANSPORTATION STANDARD
DRAWING DR-1
N INSTALL NEW SIDEWALK
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3 AS REQUIRED TO TIE
° APPROXIMATE LOCATION OF 100 YEAR FLOOD ZONE (ZONE AE; To EXISTING SIDEWALK
.L., (6A5EPLOODfaVATLOM234.5I WITH ADA ACCESSIBILITY
300
300
HORIZONTAL SCALE: i" = 40'
VERTICAL S(.A_� - 1" = 4'
0+00 1+00
SANITARY
SEWER SERVICE
PROFILE
295
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DESIGN GRADE
EXISTING GRADE
EXISTING SEWER MANOLE
ADJUST TOP TO ELEV.=295.03
INV. NE=280.46 8" PVC
INV. SW=280.46 8" PVC
INV. W=290.00 6" PVC
295
290
285
280
275
INV.=292.8
' O 2-6�% S_OPE
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285
280
275
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0' 10' 20' 40'
GRAPHIC SCALE
1" = 20'
ARKANSAS ONE CALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING UNDERGROUND UTILITIES
PRIOR TO ANY CONSTRUCTION
(INCLUDING BUT NOT LIMITED TO: WATER
LINES, SEWER LINES, ELECTRICAL AND
TELECOMMUNICATION LINES, AND
FIBER OPTIC CABLES.)
ARKANSAS ONE CALL SYSTEM
SERVICE AT:
1-800-482-8998
OR
www.arkonecall.com
AT LEAST 3 DAYS BEFORE ANY CONSTRUCTION
PAVEMENT LEGEND
DENOTES HEAVY DUTY CONCRETE PAVEMENT (SEE
° CONCRETE PAVEMENT DETAIL)- DOES NOT INCLUDE
DUMPSTER PAD AREA
DENOTES HEAVY DUTY CONCRETE PAVEMENT FOR
DUMPSTER PAD (SEE CONCRETE PAVEMENT DETAIL)
DENOTES LIGHT DUTY CONCRETE PAVEMENT FOR PARKING
AREA (SEE CONCRETE PAVEMENT DETAIL)
\\\\\ \ \\\\\DENOTES HEAVY OR
DRIVEWAY APRON DWI HINUTY OTHE CITY NCRETE POFELITTLE MENT FROCK
\ \ RIGHT-OF-WAY (SEE CONCRETE PAVEMENT DETAIL)
SITE NOTES
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1.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR THIS PROJECT PRIOR TO
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COMMENCEMENT OF ANY CONSTRUCTION OR DEMOLITION.
2.
CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO PREVENT DAMAGE TO ALL TREE ROOTS
DURING ENTRENCHING AND ANY OTHER CONSTRUCTION THAT MAY ENDANGER THE HEALTH OF THE
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TREES ACCORDING TO THE LOCAL MUNICIPALITIES REQUIREMENTS.
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3.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ANY AND ALL UTILITY COMPANIES IN
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REGARDS TO UTILITIES THAT MAY NEED TO BE RELOCATED AS PART OF THIS WORK.
4.
CONTRACTOR SHALL PROVIDE PROPER TRAFFIC CONTROL WARNING SIGNS THROUGH THE DURATION
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OF THE PROJECT. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.
■ E L E C T R I
C A L
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■ M E C H A N I
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5.
CONTRACTOR SHALL NOTIFY ALL AGENCIES AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE OF
$ U R V E Y
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ANY ROAD CLOSINGS. HIS NOTIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, POLICE, FIRE
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AND SCHOOL ALONG WITH ALL REGULATORY AND GOVERNMENTAL AGENCIES.
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1641 Popps Ferry Rd., Suite A-4
Biloxi, Mississippi
39532
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC NOTICE OF EACH ROAD CLOSING. CONTRACTOR
SHALL FOLLOW ALL GUIDELINES FOR PUBLIC NOTICE AS ESTABLISHED BY CITY, COUNTY AND/OR
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Office 228.388.19501 Fax 228.388.1971.
STATE OFFICIALS. ANY DELAY IN CONSTRUCTION DUE TO CONTRACTOR NOT NOTIFYING THE PROPER
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AUTHORITIES OR NOT FOLLOWING THE REGULATORY AGENCY REQUIREMENTS SHALL BE THE
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CONTRACTOR'S RESPONSIBILITY.
7.
IF TRAFFIC INTERRUPTIONS ARE REQUIRED, THEY SHALL BE KEPT TO A MINIMUM AND THE
SCALE:
SHOWN
CONTRACTOR SHALL BE SUBJECT TO LOCAL LAWS IN REGARDS TO TRAFFIC INTERRUPTIONS.
PROJECT
NO.: 0171.14.004
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TREES SHOWN TO REMAIN.
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DRAWN
BY: RCP
CONTRACTOR SHALL PROTECT TREES AS REQUIRED BY THE LOCAL MUNICIPALITIES TREE ORDINANCE
AND/OR LAND DEVELOPMENT CODE
CHECKED
BY: GWK
FILE:
PRODUCTION
9.
ALL PERVIOUS AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE NEW SOD OR SHALL BE
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SEEDED OR MULCHED. MINIMUM, AFTER COMPLERON AND APPROVAL OF WORK IN THAT AREA,
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10.
CONTRACTOR SHALL INSTALL HANDICAP PARKING, SYMBOLS AND RAMPS PER A.D.A. REQUIREMENTS.
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11.
CONTRACTOR SHALL STRIPE ALL HANDICAP PARKING SPACES BLUE. ALL OTHER STRIPING SHALL BE
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WHITE.
12.
CONTRACTOR SHALL INSTALL CONCRETE CONTRACTION JOINTS ON 10'-0" CENTERS, EXCEPT
SIDEWALKS CONTRACTION JOINTS WHICH SHALL BE 5'-0" ON CENTER.
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13.
CONTRACTOR SHALL INSTALL 1/2" THICK EXPANSION FIBER BOARD BETWEEN THE SIDEWALKS AND
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OTHER CONCRETE STRUCTURES.
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14.
ANY EXISTING SITE DEBRIS AND/OR EXISTING STRUCTURES SHALL BE COMPLETELY REMOVED PRIOR
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TO CONSTRUCTION AS PER DEMOLITION PLAN.
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UTILITY NOTES
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1.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL PROJECT RELATED UTILITIES,
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BURIED AND ABOVE GROUND, REGARDLESS OF INCLUSION ON THESE PLANS. THE LOCATIONS OF
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ANY EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE
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FOR DETERMINING THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.Uj
ALL CONTRACTOR DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
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2.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OTHER TRADES FOR TIE IN LOCATION
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AND SIZE/FLOW REQUIREMENTS FOR WATER AND SEWER TIE IN. TIE IN LOCATIONS AND SIZES ARE
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SUBJECT TO CHANGE BASED ON ARCHITECTURAL AND PLUMBING PLANS.
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3.
CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY AT LEAST 48 HOURS PRIOR TO COMMENCING
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CONSTRUCTION HAVING POTENTIAL IMPACT TO THE UTILITY'S STRUCTURE.
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4.
WATER SERVICE SHALL BE MAINTAINED TO ALL EXISTING CUSTOMERS; IF ANY SERVICE MUST BE
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INTERRUPTED, THE AFFECTED CUSTOMERS SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE BY
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THE CONTRACTOR.
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5.
CONTRACTOR SHALL PROVIDE A MINIMUM COVER OF 36", MINIMUM, ON ALL WATER MAINS.
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6.
NEW WATER MAIN SHALL MAINTAIN 18 VERTICAL SEPARATION BETWEEN WATER MAIN AND STORM
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DRAIN PIPES, WHERE CROSSINGS OCCUR. WATER MAIN SHALL BE ROUTED OVER STORM PIPE
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WHEREVER POSSIBLE.
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7.
ALL WATER LINE FITTINGS 4 INCHES IN DIAMETER AND LESS SHALL BE OF THE SAME MATERIAL AS
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THE PIPE (i.e„ PVC) AND SHALL BE CONSISTENT THEREWITH IN STRENGTH, DIMENSIONS AND
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FUNCTION.
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8.
CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL BENDS AND FITTINGS (SEE DETAIL SHEET).
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9.
CONTRACTOR SHALL INSTALL LOCATOR WIRE AROUND ALL NEW INSTALLED PIPE AND FITTINGS.
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10.
ALL PROPOSED POTABLE WATER LINE FIRINGS, FIRE HYDRANTS AND ALL OTHER
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WATER LINE PIPING
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MATERIALS AND FITTINGS FOR THIS PROJECT SHALL BE AWWA APPROVED.
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11.
CONTRACTOR SHALL INSTALL ALL WATER LINES AND FITTINGS AS PER MANUFACTURER'S INSTALLATION
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RECOMMENDATIONS.
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12.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH BUILDING CONTRACTOR FOR LOCATION
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OF ALL UTILITY ENTRANCES AND CONNECTIONS.
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13.
CONTRACTOR SHALL PROVIDE WATER AND SEWER SERVICE TO WITHIN FIVE (5) FEET OF THE BUILDING
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AT THE REQUIRED LOCATION AS DIRECTED BY THE BUILDING CONTRACTOR.
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14.
EXISTING WATER AND SANITARY SERVICE LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY.
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CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THESE LINES LOCATED AND COORDINATE TIE IN
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LOCATIONS WITH HE BUILDING CONTRACTOR.
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15.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTING BUILDING SANITARY SEWER PIPE
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ELEVATION AND DETERMINE THE ELEVATION REQUIRED TO CONNECT TO THE EXISTING SEWER LINES.
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16.
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL SEWER LINES TO INSURE POSITIVE FLOW
OF SEWER LINES.
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17.
THESE PLANS ARE SUBJECT TO APPROVAL BY THE LOCAL GOVERNING MUNICIPALITY AND ANY OTHER
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GOVERNING AUTHORITY.
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18.
ENGINEER HAS ATTEMPTED TO UTILIZE APPARENT EXISTING UTILITIES ON THE SITE, HOWEVER THE
FUNCTION OR FEASIBILITY OF UTILIZING THESE APPARENT UTILITIES HAS NOT BEEN FIELD VERIFIED.
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THE ENGINEER DOES �I WARRANT TO THE OWNER OR THE CONTRACTOR THAT THESE UTILITIES CAN
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BE USED. THIS SHOULD BE FIELD VERIFIED BY THE CONTRACTOR AND BE ACCOUNTED FOR
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APPROPRIATELY IN THE COSTING OF THE PROJECT.
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UNDERGROUND UTILITIES NOTE
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CONTRACTOR SHALL VERIFY LOCATIONS OF ALL PROJECT RELATED UTILITIES, BURIED AND ABOVE GROUND,
REGARDLESS OF INCLUSION ON THESE PLANS. THE LOCATIONS OF ANY EXISTING UTILITIES SHOWN ARE
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APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION
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OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ALL CONTRACTOR DAMAGED UTILITIES SHALL BE
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REPAIRED AT THE CONTRACTOR'S EXPENSE.
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SITE CONNECTION NOT
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SITE
CONTRACTOR SHALL BE RESPONSIBLE FOR STUB OUT OF ALL UTILITIES TO WITHIN 5' OF THE
PROFESSIONAL SEAL
BUILDING. SITE CONTRACTOR SHALL COORDINATE LOCATION AND STUB OUT REQUIREMENTS PER
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ARCHITECTURAL/PLUMBING/ELECTRICAL, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. TIE IN
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LOCATIONS WERE SHOWN AS PER SURVEY OR LOCATED/PROVIDED BY LOCAL UTILITY AUTHORITY AND
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EXACT LOCATIONS HAVE NOT BEEN VERIFIED. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
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LOCAL UTILITY DEPARTMENT TO VERIFY LOCATION OF SEWER AND WATER CONNECTIONS.
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ESTIMATED QUANTITIES
5' THICK CONCRETE PAVING (LIGHT DUTY)
5,068t SQ.FT.
78t C.Y.
6" THICK CONCRETE PAVEMENT (HEAVY DUTY)
11,267t SQ.FT.
209t C.Y.
7" THICK CONCRETE PAVEMENT (HEAVY DUTY
DUMPSTER PAD AREA)
694t SOFT.
15t C.Y.
MISCELLANEOUS CONCRETE PAVEMENT
(SIDEWALK, MECHANICAL PADS, FLUMES, ETC.)
1,567t SQ.FT.
N/A
6" CONCRETE VERTICAL CURB
663t LN.FT.
N/A
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DRAWING NO.:
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SHEET 6 OF 14
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VERIFY SCALES
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BAR IS ONE INCH ON ORIGINAL DRAWING
i.. IF NOT ONE INCH ON THIS SHEET, ADJUST