action: approval: _____ approval w/ condition: _____ denial: _____ tabled: _____ vote: _____ tulsa...
TRANSCRIPT
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ACTION: APPROVAL: _____ APPROVAL W/ CONDITION: _____ DENIAL: _____ TABLED: _____ VOTE: _____
TULSA DEVELOPMENT AUTHORITY BOARD MEETING MEETING OF: May 4, 2017
TO: Chairman and Board Members FROM: Office of the Tulsa Development Authority
SUBJECT: Rupe Helmer Group, Inc. Background: Owner: Tulsa Development Authority
Developer: Rupe Helmer Group, Inc. Architect: N/A
Location: 744 East Pine Street Size of Tract: 0.99 Acres Number of Lots: One (1) Lot Fair Market Value: $90,000.00 (2012) Executive Director: O.C. Walker
On January 5, 2017, the TDA Board of Commissioners reviewed and approved Resolution No. 6303 to enter into a Redevelopment Agreement with Rupe Helmer Group, Inc. to purchase and redevelop TDA owned land located at 744 East Pine Street, Tulsa, Oklahoma. This is a request for the TDA Board of Commissioners to review Construction Documents submitted by Rupe Helmer Group, Inc. This request is in accordance with the Redevelopment Agreement dated February 10, 2017, Section 5. Plans, Specification, Mortgage Financing and Equity Capital (b) Document Design Phase (1) The time within which the Purchaser shall submit its “Construction Documents” (as that term is defined by the AIA) for the Project to the Seller for approval by the Seller shall be no later than thirty (30) calendar days from the expiration of the one hundred eighty (180) calendar day due diligence phase. After TDA’s initial review, it was noticed that some items may need to be discussed prior to presenting the proposal to the TDA Board of Commissioners as follows:
• The building set-back is 75’ from the edge of the north property line. TDA requested in the negotiations that the building set-back should be closer to the street to create a rhythm and scale of the existing buildings and that parking be located behind the building.
• Landscaping and streetscaping needs to be addressed • Signage, lighting and buffering • TDA will also request the City of Tulsa’s Planning Department review
the site plan before the May 4, 2017, TDA Board of Commissioners Regular meeting, and they may have additional comments.
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ACTION: APPROVAL: _____ APPROVAL W/ CONDITION: _____ DENIAL: _____ TABLED: _____ VOTE: _____
It is Helmer Group’s intent to develop a commercial retail store on the property and seek all necessary approvals to do so. Rupe Helmer Group will deliver a Preliminary Site Plan to TDA for review and consideration.
Attachments: Construction Documents submitted by Rupe Helmer Group, Inc. Letter dated April 25, 2017 from the City of Tulsa, Planning and Development Department Recommendation: Staff recommends this request be approved on the condition that the site plan be
revised to address TDA concerns. Reviewed by: O.C. Walker II Executive Director
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175 E. 2nd Street Suite 560, Tulsa, OK 74103 Office 918.576.5447 Fax 918.699.3623 www.cityoftulsa.org
MEMORANDUM PLANNING & DEVELOPMENT
DEPARTMENT
DATE: April 25, 2017
TO: Dawn T. Warrick, AICP, Director Planning & Development Department
FROM: Luis Mercado, Urban Design Planner
SUBJECT: Urban Planning Framework Review for a Dollar General Store located on East
Pine Street in North Tulsa.
Tulsa’s comprehensive and small area plans emphasize quality development within the City of
Tulsa. New development should support established planning policies by applying building
block land use recommendations via buildings, landscaping and connectivity to public areas.
There are two plans that guide the vision for this neighborhood; The City of Tulsa
Comprehensive Plan and the Unity Heritage Neighborhoods Plan. The comprehensive plan
identifies the site to be within a Mixed-Use Corridor with the Unity Plan advocating to increase
pedestrian connectivity, sense of place and access to transportation. Engineering Services
indicates that Pine Street is to be selected for a Multi-Modal Level of Service Study in the near
future. The Go Plan, a city-wide bicycle and pedestrian plan identifies Pine Street as a Priority
Shared Lane for vehicular/bicycle traffic.
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175 E. 2nd Street Suite 560, Tulsa, OK 74103 Office 918.576.5447 Fax 918.699.3623 www.cityoftulsa.org
Planning Context:
The site is located on the south side of the street and directly abuts the east side of the Osage
Prairie Bicycle and Pedestrian Trail. Carver Middle School is located just to the west including
Greenwood Avenue, a street that connects this area to the heart of the historic Greenwood
Neighborhood, ONEOK Park, Brady Arts District, and downtown Tulsa. Several lots to the east
is Lansing Avenue, the main entrance to the Lansing Business Park which is a community center
featuring various commercial, social support, medical services buildings and a YMCA. Multiple
commercial, small businesses and churches are located along Pine Street as well as around the
intersection of Pine and Peoria. Access to the Cherokee Expressway is situated just to the south
of this intersection. Residential areas are primarily composed of single family homes with some
multi-family buildings.
City of Tulsa Comprehensive Plan Land Use Building Blocks
The site is located within an area designated by the City of Tulsa Comprehensive Plan as a
Mixed-Use Corridor. Mixed Use Corridors are to feature high capacity transportation facilities,
housing, commercial and employment uses within a compact area that is
pedestrian/transportation oriented. Development should provide a strong relationship to the street
with windows and storefronts fronting the sidewalk and parking to the side or behind.
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175 E. 2nd Street Suite 560, Tulsa, OK 74103 Office 918.576.5447 Fax 918.699.3623 www.cityoftulsa.org
Unity Heritage Neighborhoods Plan
The Unity Heritage Neighborhoods Plan combines the vision of various neighborhood areas in
North Tulsa that share a common history and culture. The plan emphasizes quality of
development in terms of walkability, economic development and increased transportation
mobility.
Bus Rapid Transit
The Bus Rapid Transit system is a streamlined bus service that will run along Peoria Avenue
from 38th Street North to the intersection of Lewis Avenue and 81st Street. Stops are proposed for
the intersection of Peoria Street and Pine Avenue.
Osage Prairie Trail
The Osage Prairie Trail is a converted rail road line extending from the downtown through North
Tulsa serving as both a pedestrian and bicycle trail. The trail abuts the subject property to the
west providing connectivity through different parts of the neighborhood.
Site location
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175 E. 2nd Street Suite 560, Tulsa, OK 74103 Office 918.576.5447 Fax 918.699.3623 www.cityoftulsa.org
Synopsis
The site is centrally located on Pine Street and is an opportunity to apply the community’s vision
through the City of Tulsa Comprehensive and Unity Heritage Neighborhoods Plans. New
development to this area is expected to build on the Mixed-Use building block land-use type and
create a vibrant, attractive place for residents and visitors. The close proximity of residential
areas, schools, trail, churches, commercial areas and future BRT station make this site an ideal
transformative candidate.
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ADDRESS #
85'-0" x 85'-0" 7,512 SQ. FT.PROTOTYPE
RELEASE 12/14/2016
ALL PROTOTYPICAL PLAN INQUIRIES TO BEDIRECTED TO THE DOLLAR GENERALARCHITECTURAL AND ENGINEERING DEPARTMENT
EMAIL TO [email protected]
ALL DEVELOPERS MUST SUBMIT COMPLETESIGNED-AND-SEALED ARCHITECTURAL PLANSPRIOR TO PERMITTING, AND AGAIN PRIOR TOCONSTRUCTION FOR DOLLAR GENERALAPPROVAL. SUBMIT PLANS [email protected] AND IDENTIFYWHETHER THE PLANS ARE BEING SUBMITTED FORPERMITTING RELEASE OR CONSTRUCTIONRELEASE.
THIS PROTOTYPE PACKAGE INCLUDES BOTHLEFT-HAND DELIVERY (LD) AND RIGHT-HANDDELIVERY (RD) OPTIONS. OMIT ALL SHEETS THATDO NOT APPLY TO SITE SPECIFIC PROJECT.
ALL SUBMITTALS MUST INCLUDE THE ARCHITECT'SCERTIFICATION LETTER ITEMIZING ALL DEVIATIONSFROM THIS SET AND EXPLANATIONS.
CIVIL DOCUMENTS WILL ALWAYS BE REQUIREDFOR APPROVAL.
GENERAL NOTES
GENERAL:T01 TITLE SHEET
CIVIL:C01-LD SITE PLAN CRITERIA - LEFT DELIVERYC01-RD SITE PLAN CRITERIA - RIGHT DELIVERYC02-LD GRADING PLAN - LEFT DELIVERYC02-RD GRADING PLAN - RIGHT DELIVERYC03 GENERAL SITE NOTESC04 DETAILSL01-LD LANDSCAPE PLAN - LEFT DELIVERYL01-RD LANDSCAPE PLAN - RIGHT DELIVERY
OWNER:F01 FIXTURE PLAN
ARCHITECTURAL:A01.LD FLOOR PLAN, DETAILS & INTERIOR PARTITIONSA01.RD FLOOR PLAN, DETAILS & INTERIOR PARTITIONSA02 EXTERIOR ELEVATIONSA03.LD SECTIONS & DETAILSA03.RD SECTIONS & DETAILSA04 ROOM FINISH SCHEDULE & SALES FLOOR ELEVATIONSA05 DOOR SCHEDULE & DETAILSA06 TOILET ROOM PLAN & DETAILSA07 SIGN DETAILSA08 SIGN BRACING DETAILSA09.LD REFLECTED CEILING PLANA09.RD REFLECTED CEILING PLAN
STRUCTURAL:S01 ROOF PLAN & METAL BUILDING NOTESS02 CONCRETE SPECS & CONCRETE FINISH SPECSS03 CONCRETE ANALYSIS & MISC NOTES
ELECTRICAL:E1.LD POWER PLANE1.RD POWER PLANE2.LD LIGHTING PLANE2.RD LIGHTING PLANE3 POWER POLE DETAILSE5.1 PANEL SCHEDULES - THREE PHASEE5.2 PANEL SCHEDULES - SINGLE PHASE
EMS1.LD EMS LOW VOLTAGE PLANEMS1.RD EMS LOW VOLTAGE PLANEMS2 EMS PANEL & CONTROLS
ES1 SITE LIGHTING PLAN
MECHANICAL:M1.LD HVAC LAYOUT & SCHEDULEM1.RD HVAC LAYOUT & SCHEDULE
PLUMBING:P1.LD PLUMBING PLANS & SCHEDULESP1.RD PLUMBING PLANS & SCHEDULESP2.LD PLUMBING DETAILS & DIAGRAMSP2.RD PLUMBING DETAILS & DIAGRAMS
DRAWING LIST
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TITLE SHEET
T01
TOTAL SQUARE FOOTAGETOTAL LEASABLE AREA
OVERALL BUILDING DIMENSIONSSALES FLOOR DIMENSIONS
SALES AREARECEIVING AREA
BREAK ROOM & OFFICE AREATOILET ROOMS & HALLWAY AREA
TOTAL NET AREA(BLDG AREA PER CODE)
SQUARE FOOTAGE LEGEND7,512 S.F.7,512 S.F.
85'-0" X 85'-0"83'-0" X 68'-6"
5,956 S.F.888 S.F.154 S.F.193 S.F.
7,191 S.F.
NOTES:1. BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE
AND LOCAL), FIRE, ACCESSIBILITY AND HEALTH DEPARTMENTCODES.
2. NO TAPERED COLUMNS ALLOWED.3. MAINTAIN INTERIOR CLEAR SALES SPACE AS REQUIRED ON
PLANS.
REQUIRED NATIONAL ACCOUNT VENDORSCOMPANY CONTACTS PHONE # REQUIRED ITEMS
SHERWIN WILLIAMS LOCAL SHERWIN WILLIAMS STORE PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER
D&P CUSTOM LIGHTING NATIONAL ACCOUNT SALES 800-251-2200 CUSTOM POWER POLESEMERSON CLIMATETECHNOLOGIES
EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRESSTORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITEWHEN ORDERING.
CARRIER ANDREW BROWNELL [email protected]
HVAC UNITSCT, IA, MA, ME, MI, MN, ND, NE, NH, NJ, NY, PA, RI, SD, VT, WI
EUCLID CHEMICALCOMPANY
PHIL BRANDT [email protected]
CONCRETE POLISHING SYSTEMS
ETI MICHAEL STRINGER
MC CUE CORPORATION PRICING - BRAD ROBINSONORDERING - BRETT JOHNSON
404-293-7758 [email protected] EXT. 268
WEBSITE:http://dollargeneralbid.ectsolutions.net
USER NAME: dollargeneralbidPASSWORD: dollargeneralbid
ELECTRICAL LIGHTING SUPPLIES
RECORD DOOR SYSTEMS
AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO,ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WI
MICHAEL VINNIK [email protected]
YORK [email protected]
HVAC UNITSAR, CO, IL, IN, KY, KS, MO, OH, OK, WV
NATIONAL ACCOUNTS
LSG ELECTRICAL LIGHTING SUPPLIES
AR,AZ,CO,IA,IL,LA,KS,MN,MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI
AL,CA,CT,DE,FL,GA,IN,KY,MA,MD,ME,MI,NC,NH,NJ,NY,OH,PA,RI,SC,TN,VA,VT,WV
GIRTMAN AND ASSOCIATES MIKE MOYNAHAN [email protected]
INTERIOR DOORS AND FRAMESAND RESTROOM ACCESSORIES
NATIONAL ACCOUNT & CONTACT INFORMATION SUBJECT TO CHANGE
REQUIRED NATIONAL ACCOUNTS FOR ENGINEERING AND CONSTRUCTION MATERIAL TESTINGCOMPANY CONTACTS PHONE #
ATC ASSOCIATES, INC. LESLIE GREENWOOD [email protected]
www.atcassociates.com
BUILDING AND EARTHSCIENCES, INC.
MATT ADAMS [email protected]
www.buildingandearth.com
EAS PROFESSIONALS, INC. JERRY MARRONE [email protected]
www.eas-pro.com
PROFESSIONAL SERVICEINDUSTRIES, INC. (PSI)
TERESA HEBNER 770-424-6200 #[email protected]
www.psiusa.com
TERRACON JOHN MEADOW 770-623-0755 #[email protected]
www.terracon.com
NOTE: MATERIAL TESTING IS REQUIRED ON ALL TRIPLE NET LEASES.
STANLEY ACCESSTECHNOLOGIES
DENNIS WEBB [email protected]
MODEL #ESA200
ASD CHRIS RUDNITSKI [email protected]
LOW VOLTAGE & VOICE/DATA
CROSSCOM NATIONAL ANDREA LEMAY [email protected]
LOW VOLTAGE & VOICE/DATA
RETRO-PLATE SYSTEMS CURTIS TURNBULL [email protected]
CONCRETE POLISHING SYSTEMS
TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP
STANLEY CONVERGENTSECURITY SOLUTIONS
DAN GOLDSMITH 740-215-8913 INTERIOR FIRE ALARM PANELS
IN,KY,MD, MODEL #GT1175-02OH, PA,VA,WV
GRAYBAR JEROME BANNISTER 615-743-3202 office, 615-924-2135 [email protected]
CABLE TRAY
ROOF CURB SYSTEMS GREG SMYTH [email protected]
RTU CURB
CURBS PLUS INC. ALLAN THRAILKILL [email protected]
RTU CURB
KCC INTERNATIONAL INC. GREG CONRAD [email protected]
RTU CURB
COOK & BOARDMAN GROUP JOE HARRELL [email protected]
INTERIOR DOORS AND FRAMESAND RESTROOM ACCESSORIES
CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ,NY,OH,PA,RI,VA,VT,WV
AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN,MO,NE,NM,NV,OK,OR,SC,SD,TN,TX,WI
RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS
AL, FL, GA, MS, NC, SC, TNASSA ABLOY ENTRANCESYSTEMS
ROSS MERKLING [email protected]
PROTOTYPE MANAGEMENT TEAMCOMPANY CONTACTS PHONE #
MJM ARCHITECTS GARY CONWAY [email protected]
www.mjmarch.com
ENTECH MITCH SIMPSON [email protected]
LENNOX MICHAEL JOHNSTON [email protected]
HVAC UNITSAL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, NV, OR, SC, TN, TX,VA
MICHAEL STRINGER [email protected]
CED - CONSOLIDATEDELECTRICAL DISTRIBUTORS
ELECTRICAL SWITCH GEARROBERT DECKER [email protected]
AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN,MO,MS,ND,NE,NM,NV,OK,OR,SD,TX,WI
NESCO ELECTRICAL SWITCH GEARCHRIS TRACY
AL,AR,AZ,CA,GA,KY,LA,MS,NC,NM,NV,OK,OR,SC,TN,TX,VA
CO,CT,DE,FL,IA,IL,IN,KS,MA,MD,ME,MI,MN,MO,ND,NE,NH,NJ,NY,OH,PA,RI,SD,VT,WI,WV
AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ,NY,OH,PA,RI,SC,TN,VA,VT,WV
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LIGHTED PYLON SIGN WITH UNDERGROUNDELECTRICAL TO BE BOLLARD PROTECTED IFPLACED WITHIN PAVEMENT. LOCATED SIGNWITH OPTIMIZED VISIBILITY.
HEAVY DUTY PAVEMENT(SHOWN SHADED)
25' R MIN.
TYPICAL
MAIN ROAD - 24' PAVED - 60' ROW
BOLLARDS(TYP.)
PROPERTY, RIGHT OF WAYAND/OR LEASE LINE
204'
-10"
PR
OP
ER
TY A
ND
/OR
LE
AS
E L
INE
PROPOSEDDOLLAR GENERAL
BUILDING85' x 85'
PROVIDE PARKING STOPSOR CURBING AT PERIMETEROF PAVEMENT
SETBACK AS REQUIRED BYCODE/ORDINANCE (10'MINIMUM FRONT SETBACK)
STANDARD DUTYPAVEMENT WITHYELLOW STRIPING
SETBACK ASREQUIRED BYCODE/ORDINANCE
12 SPACES
SITE LIGHT POLE W/ CONCRETEBASE UNDERGROUND ELECTRICALVERIFY SHIELD REQUIREMENTS.CKT. A-8,10
DRIVEWAY CONSTRUCTIONWITHIN ROAD RIGHT-OF-WAYSHALL MEET JURISDICTIONALREQUIREMENTS. AT A MINIMUMDRIVEWAY TURNOUTCONSTRUCTION SHALL MEETDOLLAR GENERAL'S HEAVY DUTYPAVEMENT REQUIREMENTS
PAINTED PAVEMENT MARKINGS INACCORDANCE WITHJURISDICTIONAL REQUIREMENTS.
NOTE: SOME JURISDICTIONALREQUIREMENTS PROHIBITDRIVEWAY RADIUS TURNOUTSTO GO BEYOND THE OWNER'SPROJECTED PROPERTY LINEAS SHOWN ON THIS DRAWING.THIS POTENTIAL REQUIREMENTSHALL BE CONSIDERED DURINGPROPERTY DEVELOPMENTSTAGE OF PROJECT
STRIPING PREFERREDFOR CLEAR TRUCKACCESS
10'-0" 5'-0"
20'-0
" TY
P.
3'-6" MIN
SETBACK AS REQUIRED BYCODE/ORDINANCE
11'-0
"36
'-0" M
INIM
UM
9'-0"MIN.
36'-0"
20'-0
" TY
P.
1C04
5' R
MIN.
TYPI
CAL
DIMENSIONS SHOWN ALONG PROPERTY,RIGHT-OF-WAY AND/OR LEASE LINES AREPRELIMINARY AND SHOWN FORINFORMATIONAL PURPOSES ONLY.
NOTE: FOR SITE LIGHTING REQUIREMENTSSEE ES1
IF AN UNOBSTRUCTED VIEW EXISTS OF ARESIDENTIAL BUILDING BETWEEN TENANTPARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACYFENCE IN ACCORDANCE WITH THETENANT'S PROTOTYPE CRITERIA SET PLANSAND ANY APPLICABLE GOVERNMENTALAGENCIES.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR VERIFYING POSTALDELIVERY METHOD WITH THE LOCALJURISDICTION. IF A PHYSICAL MAILBOX ISREQUIRED, GC IS RESPONSIBLE FOR THEPURCHASE, LOCATION PLACEMENT ANDINSTALLATION.
HOLD INTERIOR MINIMUMDIMENSIONS AS NOTED ONSHEET A1
SANITARY LINE FROM BUILDINGTO EXIT BUILDING NEAR MOP SINKLOCATION. CLEANOUT NOT TO BELOCATED IN SIDEWALK. PROVIDEHIGH-TRAFFIC CLEANOUT IFLOCATED IN DRIVE AREA.
10 SPACES
8 S
PA
CE
S
6"TY
PYELLOWSTRIPING1:12 MAXIMUMSLOPE
YELLOWCURBINGAND BOLLARDS-PARKING LOT
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY ANDMETAL SURFACES FREE OF HEAVY RUST 2COATS SHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETY YELLOWB55Y300
STRIPING -PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT YELLOW TM5495
HANDICAPSTRIPING -PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT "H.C." BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITYCONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) ASWELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED BYUTILITY COMPANY
184'-0"PROPERTY AND/OR LEASELINE
16'x16' (MIN.) CONCRETEDELIVERY PAD
18'x18' (MIN.) CONCRETEDUMPSTER PAD (PROVIDE 18'x12'DUMPSTER ENCLOSURE IFREQUIRED) AREA FOR (2) STD.DUMPSTERS
RAMP DOWN TO PAVEMENT.SETBACK AS REQUIRED BYCODE/ORDINANCE (5' MINIMUMREAR SETBACK)
15'-0
" 5'x5' CONCRETE PAD ATEXIT DOOR50'-0"
18'-0
"
30 PARKING SPACES
IF PAVEMENT ISCONCRETE, ADD 4"WIDE SAFETY YELLOWSTRIPE AT EDGE OFALL SIDEWALKBORDERINGPAVEMENT
5'-0"MIN.
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SCALE: 1/16"=1'-0"
SITE PLAN-LEFT DELIVERY1C01-LD
DESIGNER NOTE:IF A PRIVACY FENCE IS UTILIZED, ALLOW AMINIMUM OF 15'-0" BETWEEN THE BUILDING ANDTHE PROPERTY/LEASE LINE.
PLAN NORTH C01-LD
-
6"TY
PYELLOWSTRIPING1:12 MAXIMUMSLOPE
YELLOWCURBINGAND BOLLARDS-PARKING LOT
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY ANDMETAL SURFACES FREE OF HEAVY RUST 2COATS SHERWIN WILLIAMS - KEM 4000ACRYLIC ALKYD ENAMEL SAFETY YELLOWB55Y300
STRIPING -PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT YELLOW TM5495
HANDICAPSTRIPING -PARKING LOT
SURFACES SHOULD BE CLEAN, DRY. TOPCOAT SHERWIN WILLIAMS - PROMARTRAFFIC MARKING PAINT "H.C." BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITYCONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) ASWELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED BYUTILITY COMPANY
SITE LIGHT POLE W/ CONCRETEBASE UNDERGROUNDELECTRICAL VERIFY SHIELDREQUIREMENTS. CKT. A-8,10
DIMENSIONS SHOWN ALONG PROPERTY,RIGHT-OF-WAY AND/OR LEASE LINES AREPRELIMINARY AND SHOWN FORINFORMATIONAL PURPOSES ONLY.
NOTE: FOR SITE LIGHTING REQUIREMENTSSEE ES1
IF AN UNOBSTRUCTED VIEW EXISTS OF ARESIDENTIAL BUILDING BETWEEN TENANTPARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACYFENCE IN ACCORDANCE WITH THETENANT'S PROTOTYPE CRITERIA SET PLANSAND ANY APPLICABLE GOVERNMENTALAGENCIES.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR VERIFYING POSTALDELIVERY METHOD WITH THE LOCALJURISDICTION. IF A PHYSICAL MAILBOX ISREQUIRED, GC IS RESPONSIBLE FOR THEPURCHASE, LOCATION PLACEMENT ANDINSTALLATION.
LIGHTED PYLON SIGN WITH UNDERGROUNDELECTRICAL TO BE BOLLARD PROTECTED IFPLACED WITHIN PAVEMENT. LOCATED SIGNWITH OPTIMIZED VISIBILITY.
HEAVY DUTY PAVEMENT(SHOWN SHADED)
184'-0"PROPERTY AND/OR LEASELINE
25' R
MIN
.
TYPI
CAL
MAIN ROAD - 24' PAVED - 60' ROW
BOLLARDS(TYP.)
PROPERTY, RIGHT OF WAYAND/OR LEASE LINE
204'
-10"
PR
OP
ER
TY A
ND
/OR
LE
AS
E L
INE
PROPOSEDDOLLAR GENERAL
BUILDING85' x 85'
PROVIDE PARKING STOPSOR CURBING AT PERIMETEROF PAVEMENT
SETBACK AS REQUIRED BYCODE/ORDINANCE (10'MINIMUM FRONT SETBACK)
STANDARD DUTYPAVEMENT WITHYELLOW STRIPING
SETBACK ASREQUIRED BYCODE/ORDINANCE
12 SPACES
DRIVEWAY CONSTRUCTIONWITHIN ROAD RIGHT-OF-WAYSHALL MEET JURISDICTIONALREQUIREMENTS. AT A MINIMUMDRIVEWAY TURNOUTCONSTRUCTION SHALL MEETDOLLAR GENERAL'S HEAVY DUTYPAVEMENT REQUIREMENTS
PAINTED PAVEMENT MARKINGS INACCORDANCE WITHJURISDICTIONAL REQUIREMENTS.
NOTE: SOME JURISDICTIONALREQUIREMENTS PROHIBITDRIVEWAY RADIUS TURNOUTSTO GO BEYOND THE OWNER'SPROJECTED PROPERTY LINEAS SHOWN ON THIS DRAWING.THIS POTENTIAL REQUIREMENTSHALL BE CONSIDERED DURINGPROPERTY DEVELOPMENTSTAGE OF PROJECT
STRIPING PREFERREDFOR CLEAR TRUCKACCESS
10'-0"5'-0"
SETBACK AS REQUIRED BYCODE/ORDINANCE
16'x16' (MIN.) CONCRETEDELIVERY PAD
18'x18' (MIN.) CONCRETEDUMPSTER PAD (PROVIDE 18'x12'DUMPSTER ENCLOSURE IFREQUIRED) AREA FOR (2) STD.DUMPSTERS
RAMP DOWN TO PAVEMENT.SETBACK AS REQUIRED BYCODE/ORDINANCE (5' MINIMUMREAR SETBACK)
15'-0
"
36'-0"
5'x5' CONCRETE PADAT EXIT DOOR
1C04
5' R MIN.
TYPICAL
HOLD INTERIOR MINIMUMDIMENSIONS AS NOTED ONSHEET A1
SANITARY LINE FROM BUILDINGTO EXIT BUILDING NEAR MOP SINKLOCATION. CLEANOUT NOT TO BELOCATED IN SIDEWALK. PROVIDEHIGH-TRAFFIC CLEANOUT IFLOCATED IN DRIVE AREA.
10 SPACES
8 S
PA
CE
S
20'-0
" TY
P.
3'-6" MIN
11'-0
"36
'-0" M
INIM
UM
9'-0"MIN.
50'-0"
20'-0
" TY
P.
18'-0
"
30 PARKING SPACES
IF PAVEMENT IS CONCRETE, ADD4" WIDE SAFETY YELLOW STRIPEAT EDGE OF ALL SIDEWALKBORDERING PAVEMENT
5'-0"MIN.
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SCALE: 1/16"=1'-0"
SITE PLAN-RIGHT DELIVERY1C01-RD
DESIGNER NOTE:IF A PRIVACY FENCE IS UTILIZED, ALLOW AMINIMUM OF 15'-0" BETWEEN THE BUILDING ANDTHE PROPERTY/LEASE LINE.
PLAN NORTH C1-RD
-
PR
OP
ER
TY A
ND
/OR
LE
AS
E L
INE
PROPERTY, RIGHT-OF-WAY AND/OR LEASE LINE
RAMP/TRANSITIONPAVEMENT ASREQUIRED
MIN. 6" HIGHINTEGRAL CURB,TYPICAL
5
7
88
7
8
1
7
4
9
2
6
(OR)
PROPERTY AND/OR LEASE LINE
10
SLO
PE
SLO
PE
SLO
PE
SLOPE
SLO
PE
SLOPE
3
3
3
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKING LOT IS
LOWER THAN ADJACENT ROADWAY)
1% +/-
R/W
+8.5% MAX.
5' VARIES
-5% MAX.
1% +/-
R/W
PARKING LOT
-8.5% MAX.VERTICALCURVE REQ'D.
ROADWAY
VERTICALCURVE REQ'D.
PARKING LOT
ROADWAY
VARIES
VERTICALCURVE REQ'D.
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKING LOT
IS HIGHER THAN ADJACENT ROADWAY)
DRIVEWAY DETAIL NOTES:
1. DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS AND DOLLARGENERAL REQUIREMENTS SHOWN HEREIN. DRIVEWAY GRADES SHOWN HEREIN ARE DOLLAR GENERAL'SPREFERRED MAXIMUM AND MINIMUM GRADES. IT IS UNDERSTOOD THAT EXCEPTIONS TO THESE REQUIREMENTSMAY BE REQUIRED AT SOME SITES BASED ON ACCEPTABLE GRADING REQUIREMENTS AT DIFFERENTGEOGRAPHIC REGIONS THROUGHOUT THE USA. HOWEVER, ANY EXCEPTIONS SHALL BE SUBMITTED TO DOLLARGENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT FOR PRIOR APPROVAL. SUBMITTAL SHALL INCLUDEDATA INDICATING THAT PROPOSED DESIGN IS IN ACCORDANCE WITH JURISDICTIONAL (CITY, COUNTY, STATE,ETC.) ACCEPTABLE STANDARDS. DATA SHALL INCLUDE DRAWING DETAILS, LOCAL JURISDICTIONAL APPROVALS(LETTERS, PERMITS, COPIES OF LOCAL DESIGN GUIDELINES, ETC.), AND ENGINEERING DATA THAT ILLUSTRATESTHAT A TYPICAL DOLLAR GENERAL TRACTOR TRAILER DELIVERY TRUCK CAN ACCESS THE SITE WITHIN NORMALOR REASONABLE MANEUVERING TOLERANCES. SUBMITTAL SHALL INCLUDE A SIGNED AND PROFESSIONALYSEALED LETTER FROM A LICENSED CIVIL ENGINEER CERTIFYING THAT THE DESIGN IS IN ACCORDANCE WITHAPPLICABLE GOVERNING AGENCY(IES) REQUIREMENTS. DOLLAR GENERAL DELIVERY TRUCK INGRESS ANDEGRESS REQUIREMENTS SHOULD BE VERIFIED THROUGH DOLLAR GENERAL ARCHITECTURAL AND ENGINEERINGDEPARTMENT. DEVELOPER SHALL CONTACT DOLLAR GENERAL ARCHITECTURAL AND ENGINEERINGDEPARTMENT TO DETERMINE WHICH TYPE OF DELIVERY TRUCK THE DESIGN SHALL BE BASED UPON.
2. VERIFY JURISDICTIONAL REQUIREMENTS WILL ALLOW THE PAVEMENT TO SLOPE DIRECTLY TO THE ROAD ASSHOWN ON THE DETAIL WHERE THE PARKING LOT IS HIGHER THAN THE ROAD ELEVATION. MAINTAIN POSITIVESLOPE AWAY FROM THE BUILDING TO PREVENT FLOODING.
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1 DELIVERY TRUCK UNLOADING ZONE/DUMPSTER AREA:
PREFERRED SLOPE = 0.50%
MINIMUM SLOPE = 0.50%
MAXIMUM SLOPE = 1.00%2 DELIVERY TRUCK PARKING AREA:
PREFERRED SLOPE = 1.25%
MINIMUM SLOPE = 1.25%
MAXIMUM SLOPE = 2.50%
3 CUSTOMER PARKING AREAS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 3.50%NOTE: ANY SLOPE ABOVE 3.50% MUST HAVE PRIORWRITTEN APPROVAL BY DOLLAR GENERAL STORECONSTRUCTION DEPT.
4 HANDICAP PARKING AREAS:
PREFERRED SLOPE = 1.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
NOTE: SLOPE SHALL NOT EXCEED 2.00% IN ANYDIRECTION AT ACCESSIBLE PARKING STALLS, ACCESSAISLES AND ROUTE TO BLDG.
5 SIDEWALKS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
6 ENTRY DRIVE/DRIVEWAY:
NOTES:1. SEE DRIVEWAY DETAILS BELOW.2. GRADES WITH HIGHWAYS/STREET
RIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.
3. THE "LEAST" PERCENT GRADE REQUIREMENTSIN NOTES 1 & 2 ABOVE SHALL GOVERN.
7 ON-SITE UNIMPROVED (NON-PAVED) AREAS (WITHIN 6'OF BUILDING & PAVED AREAS):
PREFERRED SLOPE 5.00%
MINIMUM SLOPE = 2.00%
MAXIMUM SLOPE = 12.50%
NOTES:1. THE FFE OF BUILDING SHALL BE 6" ABOVE
FINISHED GRADE AT EXTERIOR PERIMETER OFBUILDING.
2. TRANSITION GRADES TO CONCRETE DOORSTOOPS AS REQUIRED.
8 ON-SITE UNIMPROVED (NON-PAVED) AREAS (BEYOND6' OF BUILDING & PAVED AREAS):
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 0.50%
MAXIMUM SLOPE = 25.00% (4:1)
9 OFF-SITE UNIMPROVED AREAS:
NOTE: GRADES WITHIN HIGHWAY/STREETRIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.
10 OFF-SITE DRAINAGE CONDUITS AND DITCHES:
NOTE: OFF-SITE DRAINAGE CONDUIT SHALL BE SIZED,AND OFF-SITE DITCHES SHALL BE GRADED IN ACCORDWITH JURISDICTIONAL REQUIREMENTS.
GRADING REQUIREMENTS1. PREFERRED GRADING PLAN SHOWN HEREIN IS PROVIDED
FOR INFORMATIONAL AND PRELIMINARY PURPOSES ONLY.DEVELOPER SHALL SUBMIT DESIGN GRADING PLAN TODOLLAR GENERAL FOR PRIOR APPROVAL. PRELIMINARYGRADING PLAN SHOWN HEREIN DOES NOT INCLUDE ANYPROVISIONS FOR STORM WATER DETENTION OR OTHERPOTENTIAL JURISDICTIONAL REQUIREMENTS.
2. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)SHALL BE COMPLETED FOR THIS PROJECT INACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
3. SIDEWALKS ADJOINING THE BUILDING MUST HAVE A 6"HIGH INTEGRAL CURB.
4. PLAN SHOWN HEREIN DOES NOT ASSUME ANY LEDGES ATBUILDING EXTERIOR FOR BRICK VENEER OF METALBUILDING WALLS PANELS.
5. PLAN SHOWN HEREIN IS BASED ON PAVEMENT WITHOUTCURBS AND/OR GUTTERS. PLAN IS BASED ON SHEETFLOW TO EARTHEN DITCHES BEYOND THE EDGES OF THEPAVEMENT.
6. SLOPE CONCRETE SIDEWALKS AWAY FROM BUILDING ATA SLOPE OF 1/8" PER FOOT. INCLUDING RECESSED ENTRY.
7. FINISHED GRADE AT EXTERIOR WALLS SHALL BE AMINIMUM OF 6" BELOW FINISHED FLOOR AT ALLNON-PAVED AREAS.
8. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100YEAR FLOOD PLAIN.
GRADING GENERAL NOTES
C02-LDSCALE: 1/16"=1'-0"
TYPICAL GRADING PLAN - LEFT DELIVERY1C02-LD SCALE: NTS
TYPICAL DRIVEWAY DETAILS2C02-LD
PLAN NORTH
-
PR
OP
ER
TY A
ND
/OR
LE
AS
E L
INE
PROPERTY, RIGHT-OF-WAY AND/OR LEASE LINE
RAMP/TRANSITIONPAVEMENT ASREQUIRED
MIN. 6" HIGHINTEGRAL CURB,TYPICAL
5
7
88
7
8
1
7
4
9
2
6
(OR)
PROPERTY AND/OR LEASE LINE
10
SLO
PE
SLO
PE
SLO
PE
SLOPE
SLO
PE
SLOPE
3
3
3
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKING LOT IS
LOWER THAN ADJACENT ROADWAY)
1% +/-
R/W
+8.5% MAX.
5' VARIES
-5% MAX.
1% +/-
R/W
PARKING LOT
-8.5% MAX.VERTICALCURVE REQ'D.
ROADWAY
VERTICALCURVE REQ'D.
PARKING LOT
ROADWAY
VARIES
VERTICALCURVE REQ'D.
TYPICAL DRIVEWAY(WHERE ELEVATION OF PARKING LOT
IS HIGHER THAN ADJACENT ROADWAY)
DRIVEWAY DETAIL NOTES:
1. DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS AND DOLLARGENERAL REQUIREMENTS SHOWN HEREIN. DRIVEWAY GRADES SHOWN HEREIN ARE DOLLAR GENERAL'SPREFERRED MAXIMUM AND MINIMUM GRADES. IT IS UNDERSTOOD THAT EXCEPTIONS TO THESE REQUIREMENTSMAY BE REQUIRED AT SOME SITES BASED ON ACCEPTABLE GRADING REQUIREMENTS AT DIFFERENTGEOGRAPHIC REGIONS THROUGHOUT THE USA. HOWEVER, ANY EXCEPTIONS SHALL BE SUBMITTED TO DOLLARGENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT FOR PRIOR APPROVAL. SUBMITTAL SHALL INCLUDEDATA INDICATING THAT PROPOSED DESIGN IS IN ACCORDANCE WITH JURISDICTIONAL (CITY, COUNTY, STATE,ETC.) ACCEPTABLE STANDARDS. DATA SHALL INCLUDE DRAWING DETAILS, LOCAL JURISDICTIONAL APPROVALS(LETTERS, PERMITS, COPIES OF LOCAL DESIGN GUIDELINES, ETC.), AND ENGINEERING DATA THAT ILLUSTRATESTHAT A TYPICAL DOLLAR GENERAL TRACTOR TRAILER DELIVERY TRUCK CAN ACCESS THE SITE WITHIN NORMALOR REASONABLE MANEUVERING TOLERANCES. SUBMITTAL SHALL INCLUDE A SIGNED AND PROFESSIONALYSEALED LETTER FROM A LICENSED CIVIL ENGINEER CERTIFYING THAT THE DESIGN IS IN ACCORDANCE WITHAPPLICABLE GOVERNING AGENCY(IES) REQUIREMENTS. DOLLAR GENERAL DELIVERY TRUCK INGRESS ANDEGRESS REQUIREMENTS SHOULD BE VERIFIED THROUGH DOLLAR GENERAL ARCHITECTURAL AND ENGINEERINGDEPARTMENT. DEVELOPER SHALL CONTACT DOLLAR GENERAL ARCHITECTURAL AND ENGINEERINGDEPARTMENT TO DETERMINE WHICH TYPE OF DELIVERY TRUCK THE DESIGN SHALL BE BASED UPON.
2. VERIFY JURISDICTIONAL REQUIREMENTS WILL ALLOW THE PAVEMENT TO SLOPE DIRECTLY TO THE ROAD ASSHOWN ON THE DETAIL WHERE THE PARKING LOT IS HIGHER THAN THE ROAD ELEVATION. MAINTAIN POSITIVESLOPE AWAY FROM THE BUILDING TO PREVENT FLOODING.
THES
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IES
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1 DELIVERY TRUCK UNLOADING ZONE/DUMPSTER AREA:
PREFERRED SLOPE = 0.50%
MINIMUM SLOPE = 0.50%
MAXIMUM SLOPE = 1.00%2 DELIVERY TRUCK PARKING AREA:
PREFERRED SLOPE = 1.25%
MINIMUM SLOPE = 1.25%
MAXIMUM SLOPE = 2.50%
3 CUSTOMER PARKING AREAS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 3.50%NOTE: ANY SLOPE ABOVE 3.50% MUST HAVE PRIORWRITTEN APPROVAL BY DOLLAR GENERAL STORECONSTRUCTION DEPT.
4 HANDICAP PARKING AREAS:
PREFERRED SLOPE = 1.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
NOTE: SLOPE SHALL NOT EXCEED 2.00% IN ANYDIRECTION AT ACCESSIBLE PARKING STALLS, ACCESSAISLES AND ROUTE TO BLDG.
5 SIDEWALKS:
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 1.00%
MAXIMUM SLOPE = 2.00%
6 ENTRY DRIVE/DRIVEWAY:
NOTES:1. SEE DRIVEWAY DETAILS BELOW.2. GRADES WITH HIGHWAYS/STREET
RIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.
3. THE "LEAST" PERCENT GRADE REQUIREMENTSIN NOTES 1 & 2 ABOVE SHALL GOVERN.
7 ON-SITE UNIMPROVED (NON-PAVED) AREAS (WITHIN 6'OF BUILDING & PAVED AREAS):
PREFERRED SLOPE 5.00%
MINIMUM SLOPE = 2.00%
MAXIMUM SLOPE = 12.50%
NOTES:1. THE FFE OF BUILDING SHALL BE 6" ABOVE
FINISHED GRADE AT EXTERIOR PERIMETER OFBUILDING.
2. TRANSITION GRADES TO CONCRETE DOORSTOOPS AS REQUIRED.
8 ON-SITE UNIMPROVED (NON-PAVED) AREAS (BEYOND6' OF BUILDING & PAVED AREAS):
PREFERRED SLOPE = 2.00%
MINIMUM SLOPE = 0.50%
MAXIMUM SLOPE = 25.00% (4:1)
9 OFF-SITE UNIMPROVED AREAS:
NOTE: GRADES WITHIN HIGHWAY/STREETRIGHT-OF-WAYS SHALL MEET JURISDICTIONALREQUIREMENTS.
10 OFF-SITE DRAINAGE CONDUITS AND DITCHES:
NOTE: OFF-SITE DRAINAGE CONDUIT SHALL BE SIZED,AND OFF-SITE DITCHES SHALL BE GRADED IN ACCORDWITH JURISDICTIONAL REQUIREMENTS.
GRADING REQUIREMENTS1. PREFERRED GRADING PLAN SHOWN HEREIN IS PROVIDED
FOR INFORMATIONAL AND PRELIMINARY PURPOSES ONLY.DEVELOPER SHALL SUBMIT DESIGN GRADING PLAN TODOLLAR GENERAL FOR PRIOR APPROVAL. PRELIMINARYGRADING PLAN SHOWN HEREIN DOES NOT INCLUDE ANYPROVISIONS FOR STORM WATER DETENTION OR OTHERPOTENTIAL JURISDICTIONAL REQUIREMENTS.
2. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)SHALL BE COMPLETED FOR THIS PROJECT INACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
3. SIDEWALKS ADJOINING THE BUILDING MUST HAVE A 6"HIGH INTEGRAL CURB.
4. PLAN SHOWN HEREIN DOES NOT ASSUME ANY LEDGES ATBUILDING EXTERIOR FOR BRICK VENEER OF METALBUILDING WALLS PANELS.
5. PLAN SHOWN HEREIN IS BASED ON PAVEMENT WITHOUTCURBS AND/OR GUTTERS. PLAN IS BASED ON SHEETFLOW TO EARTHEN DITCHES BEYOND THE EDGES OF THEPAVEMENT.
6. SLOPE CONCRETE SIDEWALKS AWAY FROM BUILDING ATA SLOPE OF 1/8" PER FOOT. INCLUDING RECESSED ENTRY.
7. FINISHED GRADE AT EXTERIOR WALLS SHALL BE AMINIMUM OF 6" BELOW FINISHED FLOOR AT ALLNON-PAVED AREAS.
8. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100YEAR FLOOD PLAIN.
GRADING GENERAL NOTES
C02-RDSCALE: 1/16"=1'-0"
TYPICAL GRADING PLAN - RIGHT DELIVERY1C02-RD SCALE: NTS
TYPICAL DRIVEWAY DETAILS2C02-RD
PLAN NORTH
-
THES
E D
OC
UM
ENTS
AR
E P
RO
VID
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S A
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GENERAL SITE NOTES
C03
A. GENERAL CIVIL SITEWORK NOTES:1. THE CIVIL SITEWORK DRAWINGS IN THIS PACKAGE ARE PROVIDED TO INDICATE MINIMUM STANDARDS
FOR DOLLAR GENERAL NEW STORE DEVELOPMENTS. IT IS NOT INTENDED, NOR WILL BE ACCEPTABLEBY DOLLAR GENERAL, AS FINAL CIVIL SITEWORK DRAWINGS AND/OR SPECIFICATIONS FOR NEWSTORE SITE DEVELOPMENTS. COORDINATE SITE SPECIFIC PLANS WITH ALL DISCIPLINES.
2. PRIOR TO CONSTRUCTION DEVELOPER SHALL PROVIDE DOLLAR GENERAL ARCHITECTURAL ANDENGINEERING DEPARTMENT A COMPLETE SET OF CIVIL SITEWORK DRAWINGS STAMPED BY A CIVILENGINEER LICENSED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED. DOLLAR GENERALSHALL APPROVE ENGINEERED DRAWINGS PRIOR TO DEVELOPER STARTING CONSTRUCTION. ANYMAJOR MODIFICATIONS OF THE DRAWINGS, AFTER INITIAL APPROVAL, SHALL BE RESUBMITTED TODOLLAR GENERAL FOR PRIOR APPROVAL. ANY CHANGES MADE THAT ARE NOT APPROVED BYDOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT, MAY NOT BE ACCEPTABLE, ANDMAY REQUIRE RECONSTRUCTION.
3. A BOUNDARY AND TOPOGRAPHIC SURVEY SHALL BE INCLUDED IN THE CIVIL SITEWORK DRAWINGSSUBMITTED TO DOLLAR GENERAL. THE DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL LICENSEDSURVEYOR REGISTERED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED. TOPOGRAPHICSURVEY SHALL SHOW UTILITIES (ABOVE AND UNDERGROUND) AND EXISTING GRADE CONTOURS ATONE FOOT (1') INTERVALS. TOPOGRAPHIC SURVEY SHALL EXTEND BEYOND THE PROPERTY BOUNDARYAS REQUIRED TO SHOW LOCAL STREETS, NEARBY INTERSECTIONS, ADJACENT DITCHES, ETC. AS ITEMSPERTAIN TO NEW DEVELOPMENT.
4. A UTILITY PLAN SHALL BE INCLUDED IN THE CIVIL SITEWORK DRAWINGS. THE PLAN SHALL INCLUDEUTILITIES REQUIRED FOR BUILDING SERVICES AND ANY UTILITY MAIN IMPROVEMENTS THAT MAY BEREQUIRED. UTILITY DETAILS SHALL BE INCLUDED IN THE DRAWINGS. UTILITIES SHALL BE DESIGNEDAND INSTALLED IN ACCORDANCE WITH ALL JURISDICTIONAL REQUIREMENTS.
5. DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR ANY NATIONAL, STATE AND/OR LOCAL STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS. EROSION CONTROL MEASURESSHALL BE INSTALLED AS REQUIRED TO INSURE THAT NO SEDIMENT IS CONVEYED OFF THE SITE TOADJACENT PROPERTIES. AT A MINIMUM, CONTRACTOR/DEVELOPER SHALL SEED, FERTILIZE ANDMULCH ALL DISTURBED AREAS. A SUITABLE STAND OF GRASS SHALL BE OBTAINED AT ALLUNIMPROVED AND NON-LANDSCAPED AREAS.
6. PROVISIONS FOR LOCAL AND/OR REGIONAL LANDSCAPING REQUIREMENTS, INCLUDING LANDSCAPINGIRRIGATION, ARE NOT SHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDE LANDSCAPING INACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
7. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENTSHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY,INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.
8. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL, THE SITE SHALL BE CLEAN OF ALLDEBRIS AND TRASH.
9. DEVELOPER SHALL OBTAIN ALL JURISDICTIONAL APPROVALS AND PERMITS REQUIRED FOR THEDEVELOPMENT.
10. WHERE OFFSITE WORK IS REQUIRED FOR THE DEVELOPMENT, SUCH AS DOT STREET IMPROVEMENTS,UTILITY IMPROVEMENTS, ETC., DEVELOPER SHALL INCORPORATE THE IMPROVEMENTS AND/OROFFSITE DESIGN DRAWINGS INTO THE DOLLAR GENERAL SITEWORK DRAWINGS.
11. DOLLAR GENERAL MINIMUM PAVEMENT RECOMMENDATIONS MUST BE MET. DEVIATIONS WILL REQUIREA GEOTECHNICAL INVESTIGATION INCLUDING DESIGN RECOMMENDATIONS AND APPROVAL BY DOLLARGENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT.
C. SITE PLAN GENERAL NOTES:1. THE SITE PLAN IS BASED ON MINIMUM REQUIREMENTS FOR SITE ACCESS, PARKING AND FREIGHT
DELIVERY. DEVIATIONS FROM THIS PLAN SHALL INSURE PROPER SITE ACCESS FOR DOLLAR GENERAL'SFREIGHT TRUCKS DURING NORMAL BUSINESS (OPERATING) HOURS. ON-SITE DELIVERY TRUCKMANEUVERING PATHS SHALL BE DESIGNED UTILIZING DOLLAR GENERAL'S 73-FOOT LONG FREIGHT TRUCK.PATHS SHALL BE UNOBSTRUCTED AND FREE OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES, BOLLARDS,ETC. HEAVY DUTY PAVEMENT IS REQUIRED ALONG THE ENTIRE DELIVERY TRUCK (MANEUVERING) PATH.
2. A MINIMUM OF 30 PARKING SPACES, WHICH INCLUDE 2 HANDICAP ACCESSIBLE SPACES, ARE REQUIREDFOR THIS DEVELOPMENT. THE NUMBER OF PARKING SPACES SHALL BE INCREASED AS REQUIRED BYJURISDICTIONAL REQUIREMENTS. IF ADDITIONAL PARKING SPACES ARE REQUIRED OR PROVIDED, THETOTAL NUMBER OF H.C. SPACES SHALL BE INCREASED IN ACCORDANCE WITH ADA REQUIREMENTS.
3. STANDARD PARKING SPACES SHALL HAVE MINIMUM SIZE OF 9'X 20' UNLESS LOCAL JURISDICTION REQUIRELARGER SPACES. PARKING SPACE STRIPING SHALL BE STANDARD 90 DEGREE STYLE. MINIMUM SIZE OFH.C. PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS.
4. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALTPAVEMENT AND CONCRETE PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE PARKING SPACE STRIPES,ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OF THEAUTHORITY HAVING JURSIDICTION. BOLLARDS SHALL BE PAINTED YELLOW. PAINT SHALL BE REFLECTIVETYPE.
5. PAINTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JURISDICTIONALREQUIREMENTS.
6. CONCRETE PARKING STOPS SHALL BE USED AT PARKING SPACES ALONG THE OUTER PERIMETER OFPARKING LOT WHEN CONCRETE CURBS ARE NOT USED.
7. CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING OR ALONG THEPERIMETER (ADJACENT) TO THE BUILDING.
8. THE SIDEWALK AT THE FRONT OF THE BUILDING SHALL BE A MINIMUM OF 9-FEET WIDE. THE SIDEWALKSHALL INCLUDE A 10-FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAIN ENTRANCE.SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM 3'-6" WIDE. SIDEWALKS ADJACENT TOBUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR ORPAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH.
9. PORTLAND CEMENT SIDEWALKS SHALL BE MINIMUM 4" THICK WITH A 6" HIGH CURB AT ALL PAVEMENTTRANSITIONS, USE WELDED WIRE FABRIC REINFORCING.
10. THE PREFERRED WIDTH OF SITE CURB CUTS IS 36' WITH ONE ENTRANCE LANE AND TWO (RIGHT TURN ANDLEFT TURN) EXIT LANES.
11. DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT-OF-WAYS, INCLUDES RADIUS SIZES, PAVEMENTMARKINGS, DRIVEWAY WIDTHS, ETC., SHALL BE IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
12. A 25' MINIMUM RADIUS SHALL BE USED FOR DRIVEWAY TURNOUTS AS SHOWN ON PLAN.
13. SITE PLANS SHALL UTILIZE DOLLAR GENERAL'S PROTOTYPICAL BUILDING DESIGN WITH 70'-0" BY 130'-0"DIMENSIONS. SHOULD SITE CONSTRAINTS NOT ALLOW THE PROTOTYPICAL BUILDING DESIGN,DEVELOPER SHALL CONTACT DOLLAR GENERAL SITE COMPLIANCE COORDINATORS FOR OPTIONS ANDAPPROVAL. GROW BUILDING OUTWARD IF NECESSARY TO MAINTAIN CLEAR SALES FLOOR AREA ASSHOWN ON SHEET A1.
14. THE BUILDING MAIN ENTRANCE SHALL BE ORIENTED ON THE SITE TO FACE THE MAIN ACCESS ROAD.PARKING SHOULD BE CONCENTRATED AT THE FRONT OF THE STORE.
15. THE ACTUAL LOCATION FOR THE PYLON SIGN SHALL BE SITUATED FOR OPTIMUM VISIBILITY ALONG THEMAIN FRONT TRAFFIC CORRIDOR.
16. THE LANE OR DRIVE BETWEEN PARKING SPACES SHALL HAVE A MINIMUM WIDTH OF 36' WHEN LANE ISHEAVY DUTY PAVEMENT AND USED FOR FREIGHT TRUCK MANEUVERING. THE LANE SHALL HAVE AMINIMUM WIDTH OF 24' WHEN THE LANE IS CONSTRUCTED OF STANDARD DUTY PAVEMENT AND NOT USEDFOR FREIGHT TRUCK MANEUVERING.
17. BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTECTED. ABOVE GROUNDUTILITY APPURTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS, ETC.SHALL BE BOLLARD PROTECTED.
18. DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. SEE DETAIL ON 2/C1.
19. DUMPSTER AND DELIVERY PADS SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED ON THEDRAWINGS. AN ENCLOSURE SHALL BE PROVIDED ON THE DUMPSTER PAD IF REQUIRED BYJURISDICTIONAL REQUIREMENTS, OR IF VISIBLE BY CUSTOMER TRAFFIC OR ABUTTING RESIDENTIAL.SANITARY SEWER AND DOMESTIC HOT WATER SHALL BE PROVIDED AT DUMPSTER AREA IF REQUIRED BYJURISDICTIONAL REQUIREMENTS.
20. PUBLIC SANITARY SEWER CONNECTION REQUIRED.
21. SEPTIC SYSTEM NOT ALLOWED UNLESS WRITTEN APPROVAL IS OBTAINED FROM DOLLAR GENERAL
22. HOLDING TANK SYSTEMS ARE NOT ALLOWED.
23. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERAL APPROVAL.
24. EXTERIOR WALLS AND FOUNDATION SHALL HAVE WATERPROOFING.
25. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALLNON-PAVED AREAS.
26. ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIMUM FIVE FOOTPERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 12 INCH X 24 INCH CONCRETE SPLASH BLOCK.
27. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100 YEAR FLOOD PLAIN.
28. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN TENANT PARCEL ANDADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACC0RDANCE WITH TENANT'SPROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL AGENCIES.
B. SITE ELECTRICAL AND SIGNAGE GENERAL NOTES:1. UNDERGROUND ELECTRICAL SERVICE IS PREFERRED FOR DOLLAR GENERAL DEVELOPMENTS.
TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY ELECTRICAL UTILITY PROVIDER AND SHALL BEBOLLARD PROTECTED WHEN LOCATED IN A HAZARDOUS AREA.
2. SITE LIGHTING SHALL BE DESIGNED TO PROVIDE A MINIMUM OF 1.5 FOOT-CANDLES AT THE PARKINGLOT AREAS, BUILDING ENTRANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTERPERIMETER OF THE BUILDING SHALL BE LIGHTED FOR SECURITY. SITE LIGHTING SHALL BE INSTALLEDALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT ASNECESSARY.
3. REQUIRED POLE MOUNTED LIGHTING: 24' HEIGHT POLES WITH LED HEADS. CONFIRM WITH ELECTRICALDRAWINGS AND PHOTOMETRICS.
4. REQUIRED WALL MOUNTED LIGHTING: 400 WATT METAL HALIDE WALL PACKS. CONFIRM WITHELECTRICAL DRAWINGS AND PHOTOMETRICS.
5. LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGNBASE. BURY CONDUIT TO PYLON. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITHGROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL. A TEMPORARY 3' TALL WIRING STAKE SHALLBE PROVIDED AT THE PYLON SIGN LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED.
6. LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGNCANOPY. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP2-POLE BREAKER AT THE PANEL. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THEDOLLAR GENERAL SIGN. SIGN WEIGHT UP TO 1,400 LBS.
NOTE: IF THE LEASE SPECIFIES A 5'-0" X 40'-0" BUILDING SIGN OR 24" (OR LARGER) LETTER SET,WITH TWO - 10/2 WIRE WITH GROUND AND TWO 20 AMP FUSES THE BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN
7. UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES.
8. THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY.
9. DOLLAR GENERAL VENDOR PRICING FOR LIGHTING WALL PACKS AND POLE LIGHT FIXTURES AREAVAILABLE FROM:
LED LLC, DISTRIBUTOR FOR ETI AND LSG. REFER TO VENDOR LIST.IF STANDARD DG LIGHTING DOES NOT MEET JURISDICTIONAL REQUIREMENTS, CONTACTLED LLC FOR ALTERNATIVE SITE SPECIFIC PHOTOMETRIC CALCULATIONS.
D. SITE PARKING LOT:1. USE PAVING SPECIFICATIONS NOTED ON SHEET C4 UNLESS A CERTIFIED GEOTECH REPORT
SPECIFIES AN ALTERNATE REQUIREMENT (SEE PAGE C4 FOR DETAILS) AND IS APPROVED BYDOLLAR GENERAL.
2. PROVIDE PARKING LOT IN GOOD CONDITION, PROPERLY STRIPED PER SHEET C1 WITH YELLOWPAINT. MINIMUM OF 30 PARKING SPACES REQUIRED, INCLUDING A MINIMUM OF 2 HANDICAPACCESSIBLE SPACES (PROPERLY MARKED, SIGNED, AND ADA COMPLIANT).
3. PROPER ACCESS FOR DOLLAR GENERAL'S FREIGHT TRUCKS (FREIGHT TRUCKS AREAPPROXIMATELY 73'-0" IN TOTAL LENGTH) ARE REQUIRED DURING NORMAL BUSINESS HOURS. THISINCLUDES A TRUCK PATH THAT IS FREE OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES, AND OTHERBARRIERS WHILE MAINTAINING WIDE RADIUS CURVES ON ALL ENTRANCES AND EXITS. HEAVY DUTYPAVING (SEE PAGE C4 FOR SPECIFICATIONS) REQUIRED FOR TRUCK PATHS.
4. PROVIDE PROTECTION (BOLLARDS, GUARD RAILS, OR EQUIVALENT) FOR ELECTRIC, GAS, HVAC, ANDWATER METERS THAT ARE IN POTENTIALLY HAZARDOUS LOCATIONS.
5. CONTRACTOR WILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING, PAVING,RETENTION, AND REMOVAL OF DEBRIS.
6. ROUTE DOWNSPOUTS UNDER SIDEWALKS AS DETAILED IN 2/C1 AT ALL SIDEWALK LOCATIONS.
7. PLEASE NOTE THAT THERE SHOULD NOT BE ANY PARKING STOPS LOCATED DIRECTLY IN FRONT OFOR DIRECTLY ADJACENT TO THE BUILDING.
8. EROSION CONTROL AROUND PROPERTY IS REQUIRED BY CONTRACTOR.
9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONAL APPROPRIATELANDSCAPING. ALL LOCAL LANDSCAPE REQUIREMENTS MUST BE MET.
10. THE GRADE FOR THE PAVED TRUCK RECEIVING LANE IS NOT TO EXCEED 2.5%. IF THIS CONDITIONCANNOT BE MET, NOTIFY DOLLAR GENERAL IN WRITING WITH PROPOSED GRADING PLAN FORAPPROVAL.
11. THE GRADE FOR THE PAVED PARKING AREA IS NOT TO EXCEED 3.5%. IF THIS CONDITION CANNOT BEMET, NOTIFY THE DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT IN WRITINGWITH PROPOSED GRADING PLAN FOR APPROVAL.
12. THE CONCRETE DELIVERY TRUCK RECEIVING PAD MUST BE A MINIMUM OF 16'X16'. THE CONCRETEPAD MUST SLOPE AWAY FROM THE BUILDING AT 1/8" PER FOOT.
13. THE CONCRETE DUMPSTER PAD MUST BE A MINIMUM OF 18' X 18'.
14. IF REQUIRED, THE DUMPSTER ENCLOSURE MUST BE 18' WIDE BY 12' DEEP AND HAVE WOOD FENCEON SIDES AND REAR WITH CHAIN LINK GATES AND PRIVACY SLATS AS A MINIMUM BASIS OF DESIGN.
15. CURBING OR CONCRETE PARKING STOPS SHOULD BE LOCATED AT PERIMETER PARKING ZONESONLY.
16. LANDSCAPING AND SITE WORK SHALL BE FREE OF DEBRIS AND IN LIKE NEW CONDITION.
E. HVAC SECURITY FENCING:(**ONLY TO BE USED IF HVAC UNITS ARE ON THE GROUND)
PROVIDE THE FOLLOWING WHEN THE STORE IS DEFINED AS BOTH SELECT AND UTILIZING NNN LEASE.
1. PROVIDE 69 LINEAL FEET x 8'-0" HIGH 6 GAUGE CHAIN LINK FENCING.
2. SCHEDULE 40 GALVANIZED PIPE.
3. PROVIDE POLYETHYLENE THERMOPLASTIC PRIVACY SLATS, COLOR TO MATCH BUILDING WITH UVINHIBITORS. USE WHEN UNITS ARE FACING STREET OR RESIDENTIAL.
4. PROVIDE (2) 30" GATES WITH COMMERCIAL GRADE HEAVY DUTY HINGES AND LOCKS, FRAMES TO BESAME AS TOP RAIL.
5. MAINTAIN A MINIMUM OF 4'-0" IN-BETWEEN UNITS AND FENCING. FENCING IS TO BE 6" INSIDE OF THEEDGE OF CONCRETE PAD. ADJUST PAD AND FENCING DIMENSIONS ACCORDINGLY.
6. PROVIDE RAZOR COIL FULL LENGTH OF FENCING, 18" DIAMETER, GALVANIZED.
7. CONFIRM NUMBER OF UNITS AND SIZE OF UNITS AND ADJUST PAD AND FENCING ACCORDINGLY.
-
ACCESS AISLE
STANDARD PARKINGSPACE STRIPING
BOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN
1:10 MAXSLOPE
BOLLARDPAINTEDYELLOW
1:10 MAXSLOPE
BOLLARD,PAINTED YELLOW,WITH ACCESSIBLEPARKING SIGN
SLOPE CONCRETEAWAY FROM BUILDING1/8" PER FOOT
BOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.
STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINT COLORTO BE PER THE AUTHORITYHAVING JURISDICTION.
4" STRIPES @ 24" O.C. AT 45DEGREES. PAINT COLOR TOBE PER THE AUTHORITYHAVING JURISDICTION.
1:10 MAX. SLOPE PAINTED YELLOW
COLORED TOOLED/SERRATEDSLIP RESISTANT SURFACINGAND/OR TACTILE WARNINGDEVICE AS REQUIRED BYAMERICANS WITH DISABILITIESACT ACCESSIBILITY GUIDELINESAND CODE REQUIREMENTS
NOTE:ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALLCODES AND ADAAG REGULATIONS.
4" PARKING SPACE STRIPE.PAINT COLOR TO BE PERTHE AUTHORITY HAVINGJURISDICTION.
BOLLARDPAINTEDYELLOW
SIDEWALKRAMP
SLOPE1:12 MAXACCESSIBLE/
SHOPPINGCART RAMP TOBE CENTEREDABOUT THEFRONT DOOR.
BOLLARD WITH ACCESSIBLEPARKING SIGN, AS REQUIRED.
8'-0
"10
'-0"
8'-0
"
5'-0
"5'
-0"
5'-0
"
6'-0"
11'-0" MINIMUM
6'-0
"
STANDARD ACCESSIBLEPARKING SYMBOL PAINTEDON PAVEMENT. PAINT COLORTO BE PER THE AUTHORITYHAVING JURISDICTION.
1:10 MAX. SLOPEPAINTED YELLOW
20'-0"
5'-0" MIN
FRONT VIEW
NOTE:1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
REAR VIEW
TOP VIEW
8'-0" MAX. POST SPACING
1X6
6"-7
"
4x4
2x4
6'-0
"
4x4
1X62X4
2"-4"SPACING
FRONT
10"
3'-0
"
1"-2
"S
PA
CE
4" MAXSPACING
2"-3
" DIR
TB
AC
KFI
LL
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDINGBETWEEN TENANT PARCEL AND ADJACENT PARCEL, THENLESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCEWITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANYAPPLICABLE GOVERNMENTAL REQUIREMENTS.
1X6
4x4
2x44x4
STANDARD STATEAPPROVED ACCESSIBLESIGNAGE INSTALLED ONA METAL COLUMN ATTHE PROPER HEIGHTREQUIRED.
PROVIDE ADDITIONALSIGNAGE BELOW THEACCESSIBLE SIGN ASREQUIRED PERREGULATIONS.
BOLT SIGNS TOGALVANIZED METAL PIPECOLUMN
CONCRETE SURROUNDAROUND PIPE COLUMN
6" DIAMETER CONCRETEFILLED STEEL PIPEBOLLARD, PAINTEDYELLOW
4'-0
"
7'-0
" (M
INIM
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)
2'-0
"
1'-6"MINIMUM
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SITE DETAILS
C04ACCESSIBLE PARKING,
SCALE: 1/4"=1'-0"
ACCESSIBLE PARKING DETAIL1C04 SCALE: 1/2"=1'-0"
PRIVACY FENCE DETAIL2C04
SCALE: NTS
ACCESS RAMP AND ACCESS AISLE DETAILS3C04 SCALE: 3/4"=1'-0"
ACCESSIBLE PARKING SIGN4C04
5" 3,000 PSI CONCRETE4" COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE
6" 3,000 PSIREINFORCED CONC6" COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS ANDMAY INCREASE OR DECREASE WITH VARIOUS SOIL CONDITIONS. AGEOTECHNICAL INVESTIGATION WITH PAVEMENT DESIGNRECOMMENDATIONS SHALL BE COMPLETED FOR EACHDEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLARGENERAL PAVEMENT REQUIREMENTS. INCREASEDRECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/ORSCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASEMATERIAL. WHERE EXISTING SUBGRADE MATERIALS AREUNSUITABLE, THEY SHALL BE REMOVED AND REPLACED WITHCOMPACTED SELECT MATERIAL IN ACCORDANCE WITHGEOTECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTYCONCRETE PAVEMENT (AS RECOMMENDED BY THE GEOTECHNICALREPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEELREINFORCED. REINFORCEMENT TYPE SHALL BE PRIOR APPROVEDBY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLARGENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST BE SEALEDWITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BEUSED AT JOINTS. REFER TO ACI 330R (GUIDE FOR DESIGN ANDCONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGNAND LAYOUT.
COMPACTED SUBGRADE
2" ASPHALTWEARING COURSE2" ASPHALTBINDER COURSE
6" COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE
1 1/2" ASPHALTBINDER COURSE
8" COMPACTEDAGGREGATE BASE
REINFORCING ASRECOMMENDEDBY GEOTECHNICALCONSULTANT(RE: NOTE 3 ABOVE)
REINFORCING ASRECOMMENDEDBY GEOTECHNICALCONSULTANT(RE: NOTE 3 ABOVE)
CO
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PAVEMENT DETAILS
STANDARD DUTY ASPHALT DETAILSCALE: NOT TO SCALE
HEAVY DUTY ASPHALT DETAIL
STANDARD DUTY CONCRETE DETAIL
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
2" ASPHALTWEARING COURSE
-
PROPOSEDDOLLAR GENERAL
BUILDING85'-0" X 85'-0"
SE
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PR
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204
'-10"
PROPERTY AND/OR LEASE LINE 184'-0"
REFER TO NOTES IN SECTIONSA-C ON THIS SHEET FOR ALLSHADED AREAS
DEVELOPER IS RESPONSIBLE FORCLEANING/ CLEARING/ IMPROVINGLANDSCAPING IN R.O.W.
30'-0
" M
INIM
UM
WHEN PLANTINGS AREREQUIRED. LOCATEIRRIGATION SPRINKLERHEADS FOR MINIMUMCOVERAGE.
SE
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SCALE: 1/16"=1'-0"
LANDSCAPE PLAN - LEFT DELIVERY1L01-LD
PLAN NORTH
A. GRADING NOTES:
1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLAN, INCLUDINGROW.
2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS,STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS. PROVIDEEROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILESDURING CONSTRUCTION.
3. TILL SOIL TO A DEPTH OF 4" MINIMUM.
4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGESTDIRECTION.
5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROMBUILDING.
6. ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
7. REFER TO SHEET C2 FOR MAXIMUM SLOPES.
B. LAWN SEEDING AND SODDING NOTES:
1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERETHERE IS PARKING OR A STREET ARE REQUIRED TO BE FULLYSODDED. ALL OTHER LANDSCAPE AREAS TO RECEIVE SEED.
2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS ANDFREE OF WEEDS.
3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONALSPECIFIC BLEND. 14 TO 13 OF THE SEED MIXTURE TO BE ANNUAL RYETO AIDE IN LIMITING EROSION OF PERENNIAL SEED DURINGGERMINATION.
4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY,OR RYE. SPREAD AT A RATE OF 2 1/2 TONS PER ACRE. STRAW,NETTING, AND OTHER ANTI-EROSION MATERIALS TO BE REMOVEDAFTER ESTABLISHED LAWN.
5. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER SEEDING. WATERREGULARLY TO KEEP LAWN AREAS MOIST TO MAXIMIZE GERMINATIONAND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE ANACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STOREPOSSESSION DATE, FREE OF ERODED OR BARE AREAS.
C. LANDSCAPE NOTES:
1. PROVISIONS FOR LOCAL AND/OR REGIONAL REQUIREMENTS ARE NOTSHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDELANDSCAPING IN ACCORDANCE WITH JURISDICTION REQUIREMENTS.
2. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLYAPPROPRIATE SOILS.
3. ALL PLANTING BEDS SHALL HAVE A MINIMUM 3" DEPTH OF MULCH, WITHEDGING AS REQUIRED.
4. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING AROUNDTHEM WITH EDGING.
5. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THELANDSCAPE CONTRACTOR AT THE TIME OF THE PLANTINGS.
6. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL, THESITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH, AND MEET ALLREQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.
7. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBEDGRADES GREATER THAN 8:1 SHALL BE STABILIZED BY SODDING.SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
8. VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OFSTORE.
9. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALLLEAFED, NON DENSE SPECIES THAT WILL NOT INTERFERE WITH THEVISIBILITY OF STORE. THE SPACING SHALL CREATE VISUALCORRIDORS TO STORE AND PYLON OR MONUMENT SIGN.
D. IRRIGATION NOTES:
1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREASAND/OR STREETS ARE TO BE FULLY IRRIGATED.
2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES ANDCONTROLLERS.
3. A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
4. LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT / CURB.
5. LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TOELECTRICAL PANELS.
LANDSCAPING NOTES
L01-LD
-
PROPOSEDDOLLAR GENERAL
BUILDING85'-0" X 85'-0"
SE
ED
SO
D
MAIN ROAD
PR
OP
ER
TY A
ND
/OR
LE
AS
E L
INE
204
'-10"
PROPERTY AND/OR LEASE LINE 184'-0"
REFER TO NOTES IN SECTIONSA-C ON THIS SHEET FOR ALLSHADED AREAS
DEVELOPER IS RESPONSIBLE FORCLEANING/ CLEARING/ IMPROVINGLANDSCAPING IN R.O.W.
30'-0
" M
INIM
UM
WHEN PLANTINGS AREREQUIRED. LOCATEIRRIGATION SPRINKLERHEADS FOR MINIMUMCOVERAGE.
SE
ED
SO
D
MAINTAIN SIGN VISIBILITY INPROPOSED LANDSCAPE PLAN.
THES
E D
OC
UM
ENTS
AR
E P
RO
VID
ED A
S A
CO
NST
RU
CTI
ON
DO
CU
MEN
T TE
MP
LATE
FO
R T
HIS
BU
ILD
ING
TY
PE.
TH
ESE
DR
AW
ING
S M
UST
BE
REV
IEW
ED A
ND
AD
AP
TED
BY
A L
ICEN
SED
AR
CH
ITEC
T A
ND
EN
GIN
EER
TO
CO
MP
LY W
ITH
THE
REQ
UIR
EMEN
TS O
F A
LL F
EDER
AL,
STA
TE A
ND
LOC
AL
AU
THO
RIT
IES
FOR
SIT
E SP
ECIF
IC P
RO
JEC
TS.
ALL
PR
OJE
CTS
MU
ST B
E A
PP
RO
VED
BY
DO
LLA
RG
ENER
AL
PR
IOR
TO
STA
RT
OF
CO
NST
RU
CTI
ON
.A
RC
HIT
EC
TUR
AL
AN
D E
NG
INE
ER
ING
DE
PA
RTM
EN
T (6
15) 8
55-4
753
BTS
PLA
NS
@D
OLL
AR
GE
NE
RA
L.C
OM
SCALE: 1/16"=1'-0"
LANDSCAPE PLAN - RIGHT DELIVERY1L01-RD
PLAN NORTH
A. GRADING NOTES:
1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLAN, INCLUDINGROW.
2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS,STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS. PROVIDEEROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILESDURING CONSTRUCTION.
3. TILL SOIL TO A DEPTH OF 4" MINIMUM.
4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGESTDIRECTION.
5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROMBUILDING.
6. ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
7. REFER TO SHEET C2 FOR MAXIMUM SLOPES.
B. LAWN SEEDING AND SODDING NOTES:
1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERETHERE IS PARKING OR A STREET ARE REQUIRED TO BE FULLYSODDED. ALL OTHER LANDSCAPE AREAS TO RECEIVE SEED.
2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS ANDFREE OF WEEDS.
3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONALSPECIFIC BLEND. 14 TO 13 OF THE SEED MIXTURE TO BE ANNUAL RYETO AIDE IN LIMITING EROSION OF PERENNIAL SEED DURINGGERMINATION.
4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY,OR RYE. SPREAD AT A RATE OF 2 1/2 TONS PER ACRE. STRAW,NETTING, AND OTHER ANTI-EROSION MATERIALS TO BE REMOVEDAFTER ESTABLISHED LAWN.
5. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER SEEDING. WATERREGULARLY TO KEEP LAWN AREAS MOIST TO MAXIMIZE GERMINATIONAND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE ANACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STOREPOSSESSION DATE, FREE OF ERODED OR BARE AREAS.
C. LANDSCAPE NOTES:
1. PROVISIONS FOR LOCAL AND/OR REGIONAL REQUIREMENTS ARE NOTSHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDELANDSCAPING IN ACCORDANCE WITH JURISDICTION REQUIREMENTS.
2. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLYAPPROPRIATE SOILS.
3. ALL PLANTING BEDS SHALL HAVE A MINIMUM 3" DEPTH OF MULCH, WITHEDGING AS REQUIRED.
4. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING AROUNDTHEM WITH EDGING.
5. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THELANDSCAPE CONTRACTOR AT THE TIME OF THE PLANTINGS.
6. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL, THESITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH, AND MEET ALLREQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.
7. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBEDGRADES GREATER THAN 8:1 SHALL BE STABILIZED BY SODDING.SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
8. VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OFSTORE.
9. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALLLEAFED, NON DENSE SPECIES THAT WILL NOT INTERFERE WITH THEVISIBILITY OF STORE. THE SPACING SHALL CREATE VISUALCORRIDORS TO STORE AND PYLON OR MONUMENT SIGN.
D. IRRIGATION NOTES:
1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREASAND/OR STREETS ARE TO BE FULLY IRRIGATED.
2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES ANDCONTROLLERS.
3. A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
4. LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT / CURB.
5. LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TOELECTRICAL PANELS.
LANDSCAPING NOTES
L01-RD
-
44' L x 26" W x 78" H ( 11 SECTIONS )
ATTACHED TO ANCHOR BOARDS
24' x 30" x 78" (12 SECTIONS)
68' L x 26" W x 78" H ( 17 SECTIONS )
56' L x 20" W x 78" H ( 14 SECTIONS )
8' L x 20" W x 78" H ( 2 SECTIONS )
5'-0"
24' x 30" x 78" (12 SECTIONS)
4'-6"
4' L x 20" W x 78" H ( 1 SECTIONS )
24' x 30" x 78" (12 SECTIONS)
4'-6"
24' x 30" x 78" (12 SECTIONS)
4'-6"
24' x 48" x 78" (12 SECTIONS)
5'-0"
24' x 48" x 78" (12 SECTIONS)
5'-0"
24' x 30" x 78" (12 SECTIONS)
5'-0"
24' x 30" x 78" (12 SECTIONS)
5'-5" 5'-5 1/2"
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
8'-0
"
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
4'-6
"4'
-10
1/2"
4'-6
"4'
-6"
4'-6
"4'
-6"
5'-8
"
5'-6 1/2"
5'-6
"
5'-6
"4'
-9 1
/2"
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)SC 6 LEFT NO BELT
FRITORACK-EC
4321
A
B
C
-
-
ICE
CR
EA
MFR
EE
ZER
SO
DA
CO
OLE
RS
OD
AC
OO
LER
4321
A
B
C
-
-
56' L x 20" W x 78" H ( 14 SECTIONS )
44' L x 26" W x 78" H ( 11 SECTIONS )
ATTACHED TO ANCHOR BOARDS
68' L x 26" W x 78" H ( 17 SECTIONS )
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 48" x 78" (12 SECTIONS)
24' x 48" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
8' L x 20" W x 78" H ( 2 SECTIONS )
4' L x 20" W x 78" H ( 1 SECTIONS )
5'-5 1/2" 5'-5" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 4'-6" 5'-0"
5'-8
"4'
-6"
4'-6
"4'
-6"
4'-6
"4'
-6"
4'-1
0 1/
2"
5'-6
"
5'-6
"4'
-9 1
/2"
8'-0
"
5'-6 1/2"
5'-6"
4'-9 1/2"
7'-1 1/2"
8'-5
"
RGDM-10
COKEGDM-10PEPSI
SAFE
2
1
CHECKOUT GENMERCH &
CANDY ISLANDW 6 PKT MAGS
SC
SC 6 LEFT NO BELT
RUGDOCTOR
3'-3
1/2
" 4'-9"
6'-2"
24' x 30" x 78" (12 SECTIONS)
24' x 30" x 78" (12 SECTIONS)
FRIT
ORA
CK-E
C
9'-4
1/2
"22
'-10
1/2"2
9'-7
1/2
"
32'-4"
32'-4"
32'-4 1/2"
9'-4
1/2
"22
'-10
1/2" 2
9'-7
1/2
"
32'-4"
32'-4"
32'-4"
TRANSACTIONCOUNTER
BF01
CF01
A - SERVICE COUNTER PLAN
B - ELEVATION
C - ELEVATION
NOTE: FRONT CHECKOUT COUNTER TO BE PROVIDED BYDOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'SDIRECTION. COUNTERS SHALL INCLUDE A PORTION OF AT LEAST36" IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISHFLOOR. COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE.
CHECK WRITING SURFACE
THES
E D
OC
UM
ENTS
AR
E P
RO
VID
ED A
S A
CO
NST
RU
CTI
ON
DO
CU
MEN
T TE
MP
LATE
FO
R T
HIS
BU
ILD
ING
TY
PE.
TH
ESE
DR
AW
ING
S M
UST
BE
REV
IEW
ED A
ND
AD
AP
TED
BY
A L
ICEN
SED
AR
CH
ITEC
T A
ND
EN
GIN
EER
TO
CO
MP
LY W
ITH
THE
REQ
UIR
EMEN
TS O
F A
LL F
EDER
AL,
STA
TE A
ND
LOC
AL
AU
THO
RIT
IES
FOR
SIT
E SP
ECIF
IC P
RO
JEC
TS.
ALL
PR
OJE
CTS
MU
ST B
E A
PP
RO
VED
BY
DO
LLA
RG
ENER
AL
PR
IOR
TO
STA
RT
OF
CO
NST
RU
CTI
ON
.A
RC
HIT
EC
TUR
AL
AN
D E
NG
INE
ER
ING
DE
PA
RTM
EN
T (6
15) 8
55-4
753
BTS
PLA
NS
@D
OLL
AR
GE
NE
RA
L.C
OM
FIXTURE PLAN
F01SCALE: 1/8"=1'-0"
FIXTURE PLAN (LEFT SIDE DELIVERY)1-LDF01
PLAN NORTH SCALE: 1/8"=1'-0"
FIXTURE PLAN (RIGHT SIDE DELIVERY)1-RDF01
PLAN NORTH
SCALE: 1/4"=1'-0"
SERVICE COUNTER DETAILS2F01
-
4321
A
B
C
2
1
-
-
ICE
CR
EA
MFR
EE
ZER
SO
DA
CO
OLE
RS
OD
AC
OO
LER
6'-0
"D
OO
R
5
28'-4" 28'-4"
103B
103A102
3A02
9B
2BA03
1A02
2AA03
4A01
2A02
1A03
RECEIVING AREA103
SALES AREA102
BREAKROOM100
OFFICE101
MEN104
WOMEN105
19
4A02
100
101
104
9B
6A/6BA01
DIMENSION FROMINTERIOR FACEOF COLUMN.
7A01
@ OFFICE &BREAKROOMWALLS
44'-0
" BE
VE
RA
GE
AN
CH
OR
BO
AR
D, R
EFE
R T
O 2
/A01
CO
NFI
RM
LO
CA
TIO
NS
AN
D L
EN
GTH
S W
ITH
FIN
AL
DG
FIX
TUR
E P
LAN
1211
3'-1
"
7
7
42'-6
"42
'-6"
85'-6
" (O
UTS
IDE
OF
MA
SO
NR
Y T
O O
UTS
IDE
OF
STE
EL)
5'-0
"
4
105
2
3
1
20
16
21
13
6AA01
@ TOILETROOM WALLS
4A03
9B
7'-6
" HO
LD
6
28'-4"85'-0" (OUTSIDE OF STEEL TO OUTSIDE OF STEEL)
15'-8 1/2"
58'-4
1/2
"5'
-0"
10
24
6A/6BA01
29'-5
"FR
OM
FIN
ISH
ED
FAC
E
3A01
24'-9
1/2
"
3A03
SALES AREA MINIMUM DIMENSIONS TOBE MAINTAINED
METAL BUILDING COLUMNS SHALL BESTRAIGHT. MAINTAIN INTERIORCLEARANCE OF 83'-0" BETWEEN FACEOF COLUMNS ON SALES FLOOR.
IF A UNIQUE WALL ASSEMBLY ISUTILIZED PER LOCAL GOVERNMENTREQUIREMENTS THE BUILDINGFOOTPRINT SHALL GROW OUTWARD TOMAINTAIN THE MINIMUM SALES AREADIMENSIONS.
SEE DESIGN CRITERIA ON SHEET M1INDICATING MINIMUM BUILDINGENVELOPE U-FACTORS
SIM.
SIM.
DIMS FROM FACEOF COLUMN.
1A06
83'-0
" (M
IN S
TEE
L TO
STE
EL
CLE
AR
DIM
EN
SIO
N M
US
T B
E M
AIN
TAIN
ED
)10
'-6 1
/2"
2'-6
"H
OLD
22 22
68'-6" (MINIMUM CLEAR DIMENSION TO BE MAINTAINED)
12
23
3A03
3A03
18
213'-3"
23
SIM
SIM
26
14 15
30'-2" 27'-6 1/2"27'-6 1/2"
17
5AA01
106A
7'-4
"
16
14'-0"
4'-7" 21'-0" 4'-7"
EQUALEQUAL
106B
5BA01
VESTIBULE106
INTERIOR COLUMNS TO BE ROUND PIPECOLUMNS, SQUARE COLUMNS NOTALLOWED.
14 15
9A
6'-1
0"
9'-9
1/2
"13
'-1"
23
27
2811'-1"
23
6"FA
CE
OF
MA
SO
NR
Y
6"
139A
13
13
9A
13
3'-0
"
21 29
2921
21 29
4A
4'-0"
1'-0
"6'-8
"
3'-2
"
30
9'-3 1/2"
9'-4
1/2
"22
'-10
1/2"29
'-7 1
/2"
32'-4 1/2"
FACE OFMASONRY
FACE OFMASONRY
INSULATION WITHVAPOR BARRIER
METAL LINER PANELS (BYPEMB) INSTALLED DIRECTLYTO METAL BUILDING GIRTS
GYPSUM BOARD
METAL BUILDING COLUMNS SHALLBE STRAIGHT. TAPERED COLUMNSREQUIRE WRITTEN APPROVAL.MAINTAIN INTERIOR CLEARANCE OF83'-0" BETWEEN FACE OF COLUMNSON SALES FLOOR.
PRE-FINISHED METALWALL PANELS (BY PEMB)
MOP SINK
3'-0" OF 48" HIGHFRP
WATER HEATER"EWH-2" ON SHELFABOVE MOP SINK
5'-0" OF 48" HIGH FRP
MOP HOLDER
FAUCET THIS WALL
LOCATION OFBACKFLOW PREVENTERIF REQUIRED
BI-PART DOOR WITHTRANSOM AND GLASS.COLOR: BRONZE FINISH.
SHIM AND ANCHOR PERMANUFACTURER.PROVIDE CONT SEALANTAND BACKER ROD ONBOTH SIDES (TYP.)
GYPSUM BOARD TO 10'-0" AFF
POST: (2) 400S162-16 WITH(2) 400T125-16 FULL HEIGHT
BI-PART DOOR WITHTRANSOM AND GLASS.COLOR: BRONZE FINISH.
SHIM AND ANCHOR PERMANUFACTURERSRECOMMENDATIONS.PROVIDE CONTINUOUSSEALANT AND BACKER RODON BOTH SIDES (TYP.)
EXTERIOR WALLCONSTRUCTION, REFERTO WALL SECTIONS
STEEL FRAMING (BYPEMB)
GYPSUM BOARD OVERMETAL STUD FRAMING
METAL PANELS OVER 3 5/8" (20 GA.)METAL STUD FRAMING, BOTH TODECK ABOVE
2X WOOD BLOCKING
GYPSUM BOARD TO 6"ABOVE CEILING
TOP OF FIXTURE TO BE AFFIXEDTO DRIED PINE NAILER BYDOLLAR GENERALMERCHANDISING DEPT
DRINK FIXTURE WALL MOUNTING SUPPORTNOTES:
1. PROVIDE AND INSTALL 2X6 WHITE PINE -GRADE 2 OR BETTER.
2. PROVIDE AND INSTALL 2X4 WHITE PINE -GRADE 2 OR BETTER.
3. FASTEN THE 2X6 TO THE WALL WITH THETOP EDGE OF THE BOARD AT 78" A.F.F.,REFER TO FINAL DG FIXTURE PLAN FORLENGTH AND LOCATION OF BOARD.
4. FASTEN THE 2X4 TO THE WALL WITH THETOP EDGE OF THE BOARD AT 12" A.F.F.,REFER TO FINAL DG FIXTURE PLAN FORLENGTH AND LOCATION OF BOARD.
5. PRE-DRILL PILOT HOLES IN ALL BOARDSPRIOR TO INSTALLATION TO PREVENTWOOD SPLITS.
6. SECURE THE 2X6 WITH TWO SELF-TAPPINGSCREWS. MINIMUM SCREW SIZE IS 4"x 1/4".
7. FASTEN THE 2X4 WITH WITH SELF-TAPPINGSCREW PER WALL STUD. MINIMUM SCREWSIZE IS 4"x 1/4".
8. CAULK THE EDGES OF THE 2X6 AT THE TOPAND BOTTOM WHERE IT MEETS THE WALLPRIOR TO PAINTING.
9. PRIME AND PAINT BOTH BOARDS TO MATCHWALL COLOR.FINISHED FLOOR
12"
78"
5 1/
2"
CONTRACTOR TOPROVIDE AND INSTALL2x6 WHITE PINE GRADE2 OR BETTER
FIXTURE SUPPLIED & INSTALLEDBY DOLLAR GENERALMERCHANDISING DEPT
FIXTURE SUPPLIEDAND INSTALLEDBY DOLLAR GENERALMERCHANDISINGDEPARTMENT
LINE OF FREEZERCOOLERS BEYOND
ANCHOR BOARD: CONTRACTORTO PROVIDE AND INSTALL 2x6WHITE PINE GRADE 2 OR BETTER,FURR OUT A REQ'D TO BE FLUSHWITH FACE OF STL FRAMES
ANCHOR BOARD: CONTRACTORTO PROVIDE AND INSTALL 2x4WHITE PINE GRADE 2 OR BETTER,FURR OUT AS REQ'D TO BE FLUSHWITH STEEL FRAMES
CONTRACTOR TOPROVIDE ANDINSTALL 2x4 WHITEPINE GRADE 2 ORBETTER
INTERIOR FACE OF PEMBFRAMING BEYOND
MTL LINER PANELS
CONTRACTOR TOFURR OUT ANCHORBOARDS ASREQUIRED TO BEFLUSH WITH STEELFRAMES
BOLLARD
3'-0" 4'-0"
1-HOUR FIRE-RATING:UL#U419, 465, HD-D-0489 or WP-1081
1 HR. = 1 LAYER GYP BD EACH SIDE
- FIRE RATED GYP BD TO BE:U.S. GYPSUM CO. - TYPE SCX, SHX,WRX, IP-X1, AR, C, WRC OR IP-X2.
- FIRE TAPE GYP BD IN LIEU OFSTANDARD TAPING & SANDING.
10'-0
"
RE
FER
TO
RE
FLE
CTE
D C
EIL
ING
PLA
NFO
R C
EIL
ING
HE
IGH
T
6"
8"
FOR FIRE RATING:COMPLETELY FILL VOIDS AT TOP
OF WALLS, AROUND ALLPENETRATIONS PER U.L. #WL-1017
MIN. 5/8" THICKNESS OFFILL MATERIAL INSTALLED ON EACH
SIDE OF WALL BETWEEN TOP OFWALLBOARD AND ALL SURFACES OFTHE STEEL DECK, FLUSH WITH EACH
SURFACE OF WALLBOARD
FIRE CAULK, TYP(BOTH SIDES)
GALVANIZED DEFLECTIONTRACK WITH OFFSET LEGS TOACCOMMODATE GYP. BOARDON METAL RUNNER, FASTENTO TRACK @ 24" O.C.
CONTINUOUSDEFLECTION RUNNER
PEMB INSULATION,COMPRESSION TO A DENSITYOF 4pcf, 50% IN THICKNESS
CRIPPLE STUD ATTACHEDTO DEFLECTION TRACK
PEMB ROOFPANELS
5/8" MINIMUM TYPE 'X'GYPSUM BOARD TODECK ABOVE (BOTHSIDES) ON 3-5/8", 20GA.METAL STUDS @ 16" O.C.
FINISHED FLOOR
FIRE CAULK(BOTH SIDES)
FINISHEDFLOOR
SEALANT(BOTH SIDES)
BASE TRACK, FASTEN TO
HOLELESS WASHER
1/2" MIN. GYPSUMBOARD ON 3-5/8", 20GA.METAL STUDS @ 16" O.C.
ALUMINU