ASR-0082-2019 ISH Delicatessen
10
Transcript of ASR-0082-2019 ISH Delicatessen
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ADMINISTRATIVE
SITE REVIEW
727 W. Hargett Street, Ste. 101
Raleigh, NC 27603 | 919.805.3586
REUSE OF DOCUMENTThis document is the property of SiteCollaborative Inc. The ideas and designincorporated on this document is aninstrument of professional service andshall not be used for any other projectwithout written authorization of SiteCollaborative Inc.
LANDSCAPE ARCHITECTURE
PROJECT NUMBER:
PROJECT PHASE:
DATE:
SHEET TITLE:
SHEET NUMBER:
ISH DELICATESSENADMINISTRATIVE SITE REVIEW
CITY OF RALEIGH CASE # : SITE DATA SUMMARYPROJECT NAME ISH DELICATESSEN
EXISTING STREET ADDRESS 200 W LANE STREET, RALEIGH, NC
LOT AREA .2 ACRES
CURRENT ZONING DX-12-UG
OVERLAY DISTRICT(S) NONE
PARCEL NUMBER 1704602523
REAL ID NUMBER 0010961
DEED BOOK / DEED PAGE BM 10417 / PG 143
EXISTING GROSS BUILDING AREA 1,320 SF
EXISTING BUILDING USE RESTAURANT
PROPOSED GROSS BUILDING AREA 5,633 SF
PROPOSED BUILDINGS USES RESTAURANT
EXISTING IMPERVIOUS AREA 8,485 SF
PROPOSED IMPERVIOUS AREA 8,241 SF
NET CHANGE IN IMPERVIOUS AREA -244 SF
TOTAL AREA DISTURBED 8,927 SF (.2) AC
CONTACT INFORMATION
PROPERTY OWNERDAWSON LANE LLC821 WAKE FOREST RDRALEIGH, NC 27604CONTACT: RUSS JONESPHONE: 919.602.6900EMAIL: [email protected]
ARCHITECTCLEARSCAPES311-200 W MARTIN STREET, RALEIGH, NC 27601CONTACT: JON ZELLWEGERPHONE: 919.821.2775EMAIL: [email protected]
LANDSCAPE ARCHITECTSITE COLLABORATIVE, INC.821 WAKE FOREST RDRALEIGH, NC 27604CONTACT: EMILY ROTHROCKPHONE: 919.805.3586EMAIL: [email protected]
CIVIL ENGINEERWAKE LAND DESIGN, PLLCP.O. BOX 418CLAYTON, NC 27528CONTACT: JASON MEADOWSPHONE: 919.889.2614EMAIL: [email protected]
SHEET INDEXCOV COVER
L100 EXISTING CONDITIONS
L101 DEMOLITION PLAN
L200 LAYOUT & MATERIALS PLAN
L201 SITE DETAILS
L202 SITE DETAILS
L203 SITE DETAILS
L300 GRADING PLAN
L400 PLANTING PLAN
L401 PLANTING NOTES & DETAILS
U100 UTILITY PLAN
A300 BUILDING ELEVATIONS
SOLID WASTE SERVICES:
1. SOLID WASTE ON SITE TO UTILIZE PRIVATE SERVICE.2. ALL ON-SITE AMENITIES RELATED TO GARBAGE DISPOSAL INCLUDING - BUT NOT
LIMITED TO - DUMPSTER ENCLOSURE, PAVEMENT, AND CURB RADII SHALLCOMPLY WITH THE CITY'S SOLID WASTE DESIGN MANUAL. REFER TO SHEET L200FOR MORE DETAILS.
STORMWATER1. THIS PROJECT DOES NOT INCREASE OVERALL IMPERVIOUS SURFACE AREA
FROM EXISTING CONDITIONS AND THEREFORE IS EXEMPT FROM REQUIREDSTORMWATER CONTROLS IN ACCORDANCE WITH CITY OF RALEIGH UDO9.2.2.A.3.C
LIGHTING PLAN1. THIS PROJECT DOES NOT HAVE ANY ADDITIONAL PARKING LOT LIGHTING AT
THIS TIME. LIGHTING FOR THE BUILDING WILL BE PROVIDED AT BUILDINGPERMITS IN ACCORDANCE WITH SEC. 7.4
TREE CONSERVATION1. THE LOT SIZE IS UNDER 2 ACRES AND THEREFORE IS NOT REQUIRED TO
PROVIDE A TREE CONSERVATION PLAN PER SEC. 9.1.2.
ADDITIONAL NOTES1. PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT, A PEDESTRIAN DETOUR
AND TRAFFIC CONTROL PLAN MUST BE APPROVED AND PERMITS ISSUED WHENTHE SIDEWALK AND DRIVEWAY ARE REMOVED.
2. PRIOR TO THE ISSUANCE OF SITE PERMITS, AN NCDOT DRIVEWAY PERMIT MUSTBE APPROVED AND ANY COMMENTS MUST BE INCORPORATED INTO THE SITEDRAWINGS TO THE CITY OF RALEIGH.
VICINITY MAP SCALE: 1" =400'
COVER
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EX. 64' ROW / 41' BOC TO BOC
PROPOSED MAIN STREET & PARALLEL PARKING 73' ROW / 41' BOC TO BOC
20
'-6
"
LANE STREET
31
'-6
5 8
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ADMINISTRATIVE
SITE REVIEW
727 W. Hargett Street, Ste. 101
Raleigh, NC 27603 | 919.805.3586
REUSE OF DOCUMENTThis document is the property of SiteCollaborative Inc. The ideas and designincorporated on this document is aninstrument of professional service andshall not be used for any other projectwithout written authorization of SiteCollaborative Inc.
LANDSCAPE ARCHITECTURE
PROJECT NUMBER:
PROJECT PHASE:
DATE:
SHEET TITLE:
SHEET NUMBER:
EXISTINGCONDITIONS
L100
SUMPTERD
Sticky Note
None set by SUMPTERD
SUMPTERD
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MigrationNone set by SUMPTERD
SUMPTERD
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Unmarked set by SUMPTERD
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EX. 64' ROW / 41' BOC TO BOC
PROPOSED MAIN STREET & PARALLEL PARKING 73' ROW / 41' BOC TO BOC
LANE STREET
16
'-0
"
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5
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18123.01
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ADMINISTRATIVE
SITE REVIEW
727 W. Hargett Street, Ste. 101
Raleigh, NC 27603 | 919.805.3586
REUSE OF DOCUMENTThis document is the property of SiteCollaborative Inc. The ideas and designincorporated on this document is aninstrument of professional service andshall not be used for any other projectwithout written authorization of SiteCollaborative Inc.
LANDSCAPE ARCHITECTURE
PROJECT NUMBER:
PROJECT PHASE:
DATE:
SHEET TITLE:
SHEET NUMBER:
LAYOUT &MATERIALS
PLAN
L200
1. ALL CONSTRUCTION IN RIGHT-OF-WAY PER CITY OF RALEIGH STANDARD.
2. SIDEWALKS ALONG RIGHT-OF-WAY ARE PUBLIC AND MUST BE ACCESSIBLE TOPERSONS WHO ARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITYDISABILITIES. EXISTING PEDESTRIAN ROUTES AND ALTERNATE PEDESTRIANROUTES DURING CONSTRUCTION ARE REQUIRED TO BE COMPLIANT WITH THEPUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADASTANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MUTCD).
3. ALL PAVEMENTS TO SLOPE POSITIVELY AWAY FROM ALL BUILDINGS.PONDINGOF WATER IS PROHIBITED.
4. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS AS SHOWN INPLANS. IF NOT SHOWN ON PLANS - MAX SPACING @ 10'
5. THROUGHOUT PROJECT SITE, ALL DIMENSIONS TO BE FIELD VERIFIED.NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY. ALL DIMENSIONSARE TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ONSTRIPES, AND/OR FACE OF CURB, UNLESS OTHERWISE NOTED.
6. BUILDING AND PUBLIC ROADWAY STAKE OUT SHALL BE PERFORMED BY AREGISTERED LAND SURVEYOR.
7. GUARDRAILS MUST BE INSTALLED ON THE OPEN SIDES OF ELEVATED WALKINGSURFACES THAT EXCEED 30 INCHES IN HEIGHT. ALL GUARDRAILS MUST BE AMINIMUM HEIGHT OF 42 INCHES ABOVE THE LEADING EDGE OF THE TREAD ORWALKING SURFACE. GUARDRAILS SHALL HAVE BALUSTERS SUCH THAT A 4INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO AHEIGHT OF 34 INCHES. FROM 34 INCHES TO 42 INCHES ABOVE THE WALKINGSURFACE, A 8 INCH DIAMETER SPHERE SHALL NOT PASS.
8. THE CONTRACTOR, AT ALL TIMES, MUST KEEP THE PREMISES FREE FROMACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY THECONTRACTOR, THE CONTRACTOR'S EMPLOYEES OR THE CONTRACTOR'SSUBCONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITEON A DAILY BASIS.
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMEDNECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES FROM THECONTRACT DOCUMENTS SHALL BE MADE WITH THE EXPRESS WRITTENPERMISSION OF THE OWNER.
10. LANDSCAPE ARCHITECT AND/OR OWNER DISCLAIM ANY ROLE IN THECONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECTAS SET FORTH IN THESE PLANS.
11. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND ANDABOVE, ARE BASED ON A FIELD DATA PROVIDED TO LANDSCAPE ARCHITECT.THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES, UNDERGROUND LINES,AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR DESTROYINGEXISTING SERVICES.
12. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL ANDEXACT LOCATION, SIZE, AND MATERIAL COMPOSITION OF ANY EXISTINGWATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THISPROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TOCOMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS.
13. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORDANY FIELD CHANGES, ALONG WITH ANY PIPING PRIOR TO CONCEALMENT.DRAWINGS SHALL BE GIVEN TO THE OWNER AT THE END OF THE PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS AS ISSUED,AND ANY AND ALL APPLICABLE STATE, COUNTY AND LOCAL CODES.
15. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTIONSHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION, AND TOTHE SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.
16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, AND/OR ANY OTHER REQUIREMENTS WHICH MUST BE METUNDER CONTRACT.
17. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OFBUILDINGS AND BUILDING DIMENSIONS.
18. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF ALL UNDERGROUNDUTILITIES FOR THIS PROJECT WITH THE OWNER'S REPRESENTATIVE PER ALLAPPLICABLE REGULATIONS.
19. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTOR'S ON SITE ANDUTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTHTRANSITION BETWEEN DISCIPLINES.
20. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BEPERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SETFORTH AND APPROVED BY THE CITY OF RALEIGH. THE CONTRACTOR ISRESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREEPROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION.
21. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT OFWAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NORTHCAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
22. ALL CROSSWALK MARKINGS WITHIN RIGHT-OF-WAY SHALL BE CONSTRUCTEDOF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITHNCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH AMANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAYACCESS POINTS OR PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
23. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
24. ALL SIGNS SHALL USE PRISMATIC SHEETING THAT MEETS MINIMUMRETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THEMUTCD.
GENERAL SITE NOTES
VEHICLE PARKINGUSE
AREA(SF) DESCRIPTION REQUIRED PROVIDED
EXISTING RESTAURANT 1,320 1 space / 150 SF 0 per DX Zoning / UDO
7.1.3.A.1.e
12
PROPOSED RESTAURANT 5,633 1 space /150 SF 0 per DX Zoning / UDO
7.1.3.A.1.e
0
AMENITY AREA REQUIREMENTSZONING LOT AREA (SF) PERCENT
(%)REQUIRED
(SF)PROPOSED
(SF)
DX-12 8,927 10 893 1,111
N
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SCALE:
201005
1"=10'
N
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SCALE:
201005
1"=10'
BICYCLE PARKING (SHORT TERM) BICYCLE PARKING (LONG TERM)**USE DESCRIPTION REQUIRED PROVIDED DESCRIPTION REQUIRED PROVIDED
RESTAURANT 1 space / 50,000 SF (min. 4) 4 4 1 space / 25,000 SF (min. 4) 4 4
TOTAL 4 4 4 4
KEYNOTE LEGEND (FURNISH AND INSTALL)KEY DESCRIPTION DETAIL /
SHEET
1A PLANTING BED - TRIPLE SHREDDED HARDWOOD MULCH - SEE PLANTINGPLAN --
1B LIMITS OF PLANTING BED - 4" DEEP 'V' SPADED EDGE - SEE PLANTING PLAN --
2A30” WIDE CONCRETE CURB & GUTTER PER CITY OF RALEIGH STANDARDS(INSIDE R.O.W ONLY).
T-10.26.1/L202
2B 4" THICK CONCRETE PAVING. SAWCUT EXISTING TO NEAREST CONTROLJOINT. 1/L201
2C 4" THICK CONCRETE SIDEWALK PER CITY OF RALEIGH STANDARDS T-30.01/L203
2D CONCRETE STEPS WITH HANDRAIL - 1' TRED / 6" RISER 8/L201
3A HEAVY DUTY ASPHALT 4/L201
4A ACCESSIBLE ROUTE - 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSSSLOPE --
4B ACCESSIBLE CURB RAMP WITH WARNING DETECTION DEVICE PER CITY OFRALEIGH STANDARD
T-20.01.2/L202
7A DUMPSTER ENCLOSURE TO MATCH ARCHITECTURE - PER CITY OF RALEIGHSTANDARDS. 5,6/L201
7B CONCRETE MODULAR RETAINING WALL - SEE GRADING PLAN 7/L201
7C BUILDING EGRESS RAMP & LANDING WITH HANDRAIL
8A BIKE RACK - ANOVA FURNISHINGS MODEL CIRCLEBRS2. SURFACE MOUNTEDINSTALLED PER MANUFACTURERS SPECIFICATIONS. 5/L203
8B WALL MOUNTED & COVERED BIKE RACK 9/L201
8C FUTURE CISTERN TO BE SELECTED BY OWNER ---
8D STANDARD CITY OF RALEIGH TREE GRATE TPP-06/L203
SUMPTERD
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SUMPTERD
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MigrationNone set by SUMPTERD
SUMPTERD
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UNDERSTORY TREES (KEY) QTY BOTANICAL NAME COMMON NAME HEIGHT CALIPER AT DBH B&B OR CONT. REMARKS
HT 7 Halesia tetraptera Carolina Silverbell 8`-10` HT. 1 1/2"-2" CAL. CONTAINER SINGLE STEM
SPECIMEN
PLANT SCHEDULE
5 - HT
HT - 2
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EX. 64' ROW / 41' BOC TO BOC
PROPOSED MAIN STREET & PARALLEL PARKING 73' ROW / 41' BOC TO BOC
LANE STREET
20'-0"20' TYP.
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ADMINISTRATIVE
SITE REVIEW
727 W. Hargett Street, Ste. 101
Raleigh, NC 27603 | 919.805.3586
REUSE OF DOCUMENTThis document is the property of SiteCollaborative Inc. The ideas and designincorporated on this document is aninstrument of professional service andshall not be used for any other projectwithout written authorization of SiteCollaborative Inc.
LANDSCAPE ARCHITECTURE
PROJECT NUMBER:
PROJECT PHASE:
DATE:
SHEET TITLE:
SHEET NUMBER:
PLANTINGPLAN
L400
LANDSCAPE REQUIREMENTS
STREET TREES
REQUIRED: 1 SHADE TREE PER 40' OF FRONTAGE OR 1 UNDERSTORY TREE PER 20' OF
FRONTAGE DUE TO OVERHEAD UTILITY LINE
MCDOWELL ST FRONTAGE: 117'
LANE ST FRONTAGE: 97.1'
REQUIRED MCDOWELL ST: 117' / 20 (OVERHEAD LINE) = 6 UNDERSTORY TREES
PROVIDED MCDOWELL ST: 5 TREES
REQUIRED LANE ST: 97.1' / 20 (OVERHEAD LINE) = 5 UNDERSTORY TREES
PROVIDED LANE ST: 2 TREES
N
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SCALE:
201005
1"=10'
SUMPTERD
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None set by SUMPTERD
SUMPTERD
Sticky Note
MigrationNone set by SUMPTERD
SUMPTERD
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Unmarked set by SUMPTERD
NEW ROW
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UTILITYPLAN
U100
1. CONTRACTOR SHALL CONFIRM ALL SIZES, MATERIALS, AND LOCATION OF ALLEXISTING UTILITIES.
2. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGHPUBLIC UTILITIES DETAILS AND SPECIFICATIONS.
GENERAL SITE NOTES
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201005
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Drawing Title
Approvals
Revisions
Number Description Date
Date Issued
Project
Client
ISH
DELICATESSEN
LODEN PROPERTIES
200 W. LANE STREET
RALEIGH, NC 27529
ADMINISTRATIVE SITE
REVIEW
10/22/19
WAKE LAND DESIGN, PLLC
CIVIL ENGINEERING
PROJECT MANAGEMENT
LAND PLANNING
RALEIGH ZONING SPECIALISTS
NC LICENSE P-1839
PHONE: 919-889-2614
EMAIL: [email protected]
P.O. BOX 418
CLAYTON , NC 27528
W W W
W W W
SS SS SS
SS SS SS
STANDARD UTILITY NOTES (as applicable):1. All materials & construction methods shall be in accordance with City of Raleigh design standards, details & specifications
(reference: CORPUD Handbook, current edition).2. Utility separation requirements:
a) A distance of 100' shall be maintained between sanitary sewer & any private or public water supply source such as animpounded reservoir used as a source of drinking water. If adequate lateral separation cannot be achieved, ferrous sanitarysewer pipe shall be specified & installed to waterline specifications. However, the minimum separation shall not be lessthan 25' from a private well or 50' from a public well.
b) When installing water &/or sewer mains, the horizontal separation between utilities shall be 10'. If this separation cannotbe maintained due to existing conditions, the variation allowed is the water main in a separate trench with the elevation ofthe water main at least 18” above the top of the sewer & must be approved by the Public Utilities Director. All distancesare measured from outside diameter to outside diameter.
c) Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a watermain, DIP materials orsteel encasement extended 10' on each side of crossing must be specified & installed to waterline specifications.
d) 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer facilities, unless DIP material isspecified for sanitary sewer.
e) Maintain 18” min. vertical separation at all watermain & RCP storm drain crossings; maintain 24” min. vertical separationat all sanitary sewer & RCP storm drain crossings. Where adequate separations cannot be achieved, specify DIP materials& a concrete cradle having 6” min. clearance (per CORPUD details W-41 & S-49).
f) All other underground utilities shall cross water & sewer facilities with 18” min. vertical separation required.3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the City of Raleigh Public
Utilities Department prior to construction.4. Contractor shall maintain continuous water & sewer service to existing residences & businesses throughout construction of
project. Any necessary service interruptions shall be preceded by a 24 hour advance notice to the City of Raleigh PublicUtilities Department.
5. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover is required on all reuse mains.6. It is the developer's responsibility to abandon or remove existing water & sewer services not being used in redevelopment of a
site unless otherwise directed by the City of Raleigh Public Utilities Department. This includes abandoning tap at main &removal of service from ROW or easement per CORPUD Handbook procedure.
7. Install ¾” copper* water services with meters located at ROW or within a 2'x2' Waterline Easement immediatelyadjacent. NOTE: it is the applicant's responsibility to properly size the water service for each connection to provide adequateflow & pressure.
8. Install 4” PVC* sewer services @ 1.0% minimum grade with cleanouts located at ROW or easement line & spacedevery 75 linear feet maximum.
9. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are required on all sanitarysewer services having building drains lower than 1.0' above the next upstream manhole.
10. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or FEMA for any riparianbuffer, wetland &/or floodplain impacts (respectively) prior to construction.
11. NCDOT / Railroad Encroachment Agreements are required for any utility work (including main extensions & service taps)within state or railroad ROW prior to construction.
12. Grease Interceptor / Oil Water Separator sizing calculations & installation specifications shall be approved by the CORPUDFOG Program Coordinator prior to issuance of a Building Permit. Contact Tim Beasley at (919) 996-2334 [email protected] for more information.
13. Cross-connection control protection devices are required based on degree of health hazard involved as listed in Appendix-B ofthe Rules Governing Public Water Systems in North Carolina.These guidelines are the minimum requirements. The devices shall meet American Society of Sanitary Engineering (ASSE)standards or be on the University of Southern California approval list. The devices shall be installed and tested (both initialand periodic testing thereafter) in accordance with the manufacturer's recommendations or the local cross-connectioncontrol program, whichever is more stringent. Contact Joanie Hartley at (919)-996-5923 or [email protected] formore information.
EXISTING WATER MAIN
EXISTING WATER
VALVE
6" TAPPING SLEEVE
AND VALVE
EXISTING FIRE HYDRANT
TO BE RELOCATED TO
BACK OF NEW R/\W
6" DIP FDC SERVICE TO
REMOTE FDC
REMOTE FDC
6" DIP FIRE SERVICE LINE
NEW 2" METER IN METER
VAULT
FIRE/DOMESTIC SPLIT
PER DETAIL W-34
6" DIP SERVICE
2" TYPE 'K' SOFT COPPER
DOMESTIC WATER
SERVICE
2" RPZ BACKFLOW IN
HEATED ENCLOSURE
6" RPZ BACKFLOW IN
HEATED ENCLOSURE
NEW 4" SS SERVICE
EX. 4" PVC SS SERVICE
TIE TO EXISTING
CLEAN OUT
NEW 4" GREASE
SERVICE LINE
NEW SS CLEAN
OUT (TYP)
NEW 1,000 GAL. MIN.
GREASE INTERCEPTOR
NEW 4" GREASE
SERVICE LINE
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WV
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WV
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Seal
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Sheet Number
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Process
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Subconsultants
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LEGEND BM BOOK OF MAPS BOOK OF MAPS DB DEED BOOK DEED BOOK PG PAGE PAGE N/F NOW OR FORMERLY NOW OR FORMERLY R/W RIGHT OF WAY RIGHT OF WAY EIP EXISTING IRON PIPE EXISTING IRON PIPE EMAG EXISTING MAG NAIL EXISTING MAG NAIL EPK EXISTING PK NAIL EXISTING PK NAIL ERRS EXISTING RAILROAD SPIKE EXISTING RAILROAD SPIKE ENAIL EXISTING NAIL FOUND EXISTING NAIL FOUND ERF EXISTING RAIL FOUND EXISTING RAIL FOUND ECM EXISTING CONCRETE MONUMENT EXISTING CONCRETE MONUMENT IPS IRON PIPE SET IRON PIPE SET MAG MAG NAIL SET MAG NAIL SET CP COMPUTED POINT COMPUTED POINT RCP REINFORCED CONCRETE STORM PIPE REINFORCED CONCRETE STORM PIPE PP POWER POLE POWER POLE GUY GUY ANCHORS GUY ANCHORS
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PROPOSED MANHOLE
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EXISTING MANHOLE
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PROPOSED WATER VALVE
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EXISTING WATER VALVE
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PROPOSED FIRE HYDRANT
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EXISTING FIRE HYDRANT
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BOUNDARY LINE RIGHT OF WAY LINE LINES NOT SURVEYED EASEMENT LINES EXISTING WATER LINE PROPOSED WATER LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE
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PROPOSED HOT BOX
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EXISTING HOT BOX
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PROPOSED WATER METER
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EXISTING WATER METER
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S
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EXISTING POWER POLE
FIRST FLOOR325' FFE / 0'-0" AFF
SECOND FLOOR340' FFE / 15'-0" AFF
T.O. ROOF365' FFE / 35'-0" AFF
MECHANICAL SCREENING357' FFE / 32'-0" AFF
B.O. ROOF353' FFE / 28'-0" AFF
37'-0
1/4"
SOUTH ELEVATION1/8"=1'-0"
1A300
EAST ELEVATION1/8"=1'-0"
2A300
WEST ELEVATION1/8"=1'-0"
3A300
NORTH ELEVATION1/8"=1'-0"
4A300
T.O. ROOF365' FFE / 35'-0" AFF
MECHANICAL SCREENING / T.O. ELEV.357' FFE / 32'-0" AFF
REUSE OF DOCUMENTThis document is the property of Site Collaborative Inc. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of Site Collaborative Inc.
LANDSCAPE ARCHITECTURE
FOR REVIEWONLY
311-200 W. Martin StreetRaleigh, NC 27601919.821.2775www.clearscapes.com
FIRST FLOOR325' FFE / 0'-0" AFF
SECOND FLOOR340' FFE / 15'-0" AFF
TOTAL WALL AREA = 1770sf
LARGEST BLANK WALL AREA = 507sf
19'-8"
27'-3"
BLANK WALL CALCULATION1/8"=1'-0"
2AA300
TOTAL WALL AREA = 1494sf
LARGEST BLANK WALL AREA = 160sf
15'-8"
5'-7"
BLANK WALL CALCULATION1/8"=1'-0"
1AA300
FLOOR 01WALL AREA = 638sfFLOOR 01TOTAL TRANSPARENCY AREA = 388sf (60%)
FLOOR 02WALL AREA = 714sfFLOOR 02TOTAL TRANSPARENCY AREA = 426sf (59%)
TRANSPARENCY CALCULATION1/8"=1'-0"
1BA300
FLOOR 01WALL AREA = 720sfFLOOR 01TOTAL TRANSPARENCY AREA = 532sf (72%)
FLOOR 02WALL AREA = 765sfFLOOR 02TOTAL TRANSPARENCY AREA = 208sf (27%)
12'-0"
TRANSPARENCY CALCULATION1/8"=1'-0"
2BA300
(E) AVERAGE GRADE322.98' FFE / -2'-0 1/4" AFF
(E) AVERAGE GRADE322.98' FFE / -2'-0 1/4" AFF
LINE OF WALL, BEYOND
LINE OF RAKED SOFFIT
METAL GUARDRAILING, TYP
SIDING PATTERN #1, CEMENTITIOUS,WOOD OR METAL, TBD
SIDING PATTERN #2, CEMENTITIOUS, WOOD, ASPHALT OR METAL, TBD
ROOFTOP MECHANICAL SCREENING, BEYOND
OUTDOOR AMENTITY AREA, SEEPLAN DRAWINGS
METAL GUARDRAILING, TYP
ALUMINUM STOREFRONT, TYP
ALUMINUM
STOREFRONT, TYP ALUMINUM
STOREFRONT, TYP ALUMINUM
STOREFRONT, TYP
SIDING PATTERN #1, CEMENTITIOUS,WOOD OR METAL, TBD
ROOFTOP MECHANICALSCREENING
SIDING PATTERN #2,CEMENTITIOUS, WOOD, ASPHALT
OR METAL, TBD
METAL GUARDRAILING, TYP
ALUMINUM STOREFRONT, TYP
HOLLOW METAL DOORS AND FRAMES, PAINTED, TYP
HOLLOW METAL DOORS AND FRAMES, PAINTED, TYP
ALUMINUM
STOREFRONT, TYP
SIDING PATTERN #2,CEMENTITIOUS, WOOD, ASPHALT
OR METAL, TBD
ROOFTOP MECHANICALSCREENING
OUTDOOR AMENTITY AREA, SEEPLAN DRAWINGS
METAL GUARDRAILING, TYP
ROLL-UP DOORIN ALUMINUM
STOREFRONT, TYP
ALUMINUM
STOREFRONT,TYP
SIDING PATTERN #1, CEMENTITIOUS,WOOD OR METAL, TBD
SIDING PATTERN #1, CEMENTITIOUS,WOOD OR METAL, TBD
WOOD OR METAL SOFFIT, TBD
ROLL-UP DOORSIN ALUMINUM
STOREFRONT, TYP
WOOD OR METALTRELLIS, TBD
SINGLE-PLY LOW SLOPE ROOFMEMBRANE, TYP
SINGLE-PLY LOW SLOPE ROOFMEMBRANE, TYP
ALUMINUM STOREFRONT DOORSAND SIDELIGHTS, TYP
ALUMINUM
STOREFRONT, TYP
