cornwallis rd. engineers and surveyors

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HWY 55 FAYETTEVILLE ST. SITE SOUTHERN BOUNDARIES PARK NC CENTRAL UNIVERSITY CORNWALLIS RD. WG PEARSON ELEMENTARY Sheet Number Sheet Title: Revisions Date Checked Drawn Project: Job Number: 1504 111 West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com July 13, 2016 - BID SET WLR, JSA WLR, MTC, JSA Beechwood Cemetery Improvements NC BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LIC # C-1209 NC BOARD OF LANDSCAPE ARCHITECTS LIC # C-104 - ANYTIME THE FRONT ENTRY IS CLOSED FOR CONSTRUCTION, A FLAGGER MUST BE DESIGNATED AT THE ENTRANCE. -TOPOGRAPHIC INFORMATION BASED ON SURVEY BY COULTER JEWELL THAMES, P.A. DATED MARCH 2015 AND CITY OF DURHAM GIS FLOODPLAIN PROTECTION: NO FLOOD PLAIN AS PER FEMA MAP NUMBER 3720082000K (AUGUST 2, 2007) STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPES ON THIS SITE. WETLANDS PROTECTION: THERE ARE NO WETLANDS ON THIS SITE. STREAM BUFFERS: THERE ARE NO STREAMS ON THIS SITE. PUBLIC WORKS CONDITIONS: GENERAL NOTES: BOUNDARY SURVEY DATA FROM CITY OF DURHAM GIS. TOPOGRAPHIC SURVEY DATA WITHIN PROJECT AREA BASED ON SURVEY BY COULTER JEWELL THAMES, P.A. DATED APRIL 2015. TOPOGRAPHIC DATA AND BUILT IMPROVEMENTS BEYOND PROJECT AREA ARE FROM CITY OF DURHAM GIS FILES AND AERIAL PHOTOGRAPHY. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM PANEL 37200086100J AS ADOPTED MAY 2, 2006. THIS SITE HAS STREAMS THAT ARE SHOWN ON USGS, USDA SOILS SURVEY, OR NC RESOURCE CONSERVATION SERVICE MAPS. THESE STREAMS ARE INDICATED ON THE PLANS. GENERAL CONDITIONS OF APPROVAL: 1. THIS PROJECT FULLY COMPLIES WITH THE PROVISIONS OF THE UNIFIED DEVELOPMENT ORDINANCE, EFFECTIVE JANUARY 1, 2006. 2. PROTECTION OF EXISTING VEGETATION (UDO SEC. 8.3.2D) : AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. 3. UDO SITE LIGHTING NOTE (UDO SEC. 7.4): MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS: A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES. B. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES. C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT CANDLES. D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7.4.3A WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA. E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE GRADE (MEASURED TO THE TOP OF THE FIXTURE). F. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 15 FEET ABOVE GRADE (MEASURED TO THE TOP OF THE FIXTURE). G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT. 4. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT DURHAM CITY COUNTY PLANNING DEPARTMENT SITE INSPECTION STAFF FOR INSPECTION. 5. LANDSCAPE RE-INSPECTION FEE: EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTION FEE, STARTING AT $100 + 4% TECHNOLOGY SURCHARGE. EACH SUBSEQUENT RE-INSPECTION WILL INCREASE BY $100 +4% (EXAMPLE 1ST-$104, 2ND-$208, 3RD-$312, ETC). PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO RE-INSPECTION. 6. TREE PROTECTION NOTE (UDO SEC. 8.3.2E): TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR ,668$1&( 2) $ *5$',1* 3(50,7 $1' 6+$// ,1&/8'( :$51,1* 6,*16 3267(' ,1 %27+ (1*/,6+ $1' 63$1,6+ $6 )2//2:6 ³12 75(63$66,1*75(( 3527(&7,21 $5($352+,%,'2 (175$5=21$ 3527(&725$ 3$5$ /26 È5%2/(6´ 7. ROOT PROTECTION ZONE (UDO SEC. 8.3.2): EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS. SPECIAL CONDITIONS OF APPROVAL: SITE WORK PERMITTED AS LEVEL 2 SITE PLAN CITY CASE #: D1500259 EROSION CONTROL NOTES: BASE BID SHALL GENERALLY INCLUDE: - ALL CLEARING AND GRADING - GATED / SCREENED GRAVEL SERVICE YARD FOR DUMPSTER AND SOIL / MULCH STORAGE AREA IN NW CORNER OF SITE - CITY COMPLIANT DUMPSTER PAD AND SCREEN WALL - AUTOMATED ENTRY GATE - ORNAMENTAL ENTRY FENCE - FORMAL ASPHALT PARKING AT OFFICE - PATIO AT MAIN OFFICE AREA - SIDEWALK TO CONNECTION STREET, NEW PARKING , NEW PATIO, AND EXISTING OFFICE - LANDSCAPE PLANT MATERIAL, UNLESS OTHERWISE NOTED. - STONE COLUMNS ARE NOT INCLUDED IN THIS CONTRACT, BUT WILL BE CONSTRUCTED AT THE SAME TIME, REQUIRING COORDINATION OF TRADES. THE TECHNICAL SPECIFICATIONS FOR THE WORK OF THIS PROJECT ARE: &,7< 2) '85+$0 38%/,& :25.6 ³5()(5(1&( *8,'( )25 '(9(/230(17´ /$7(67 5(9,6,21 &,7< 2) '85+$0 ³675((7 &216758&7,21 63(&,),&$7,216´ /$7(67 5(9,6,216 &,7< 2) '85+$0 ³:$7(5 6(:(5 63(&,),&$7,216´ /$7(67 5(9,6,216 7+( ³5()(5(1&( *8,'( )25 '(9(/230(17´ ,6 $9$,/$%/( 21/,1( $7 HTTP://DURHAMNC.GOV/ICH/OP/PWD/PAGES/HANDBOOK.ASPX . THE STREET AND WATER/SEWER SPECIFICATIONS ARE AVAILABLE THROUGH THE PUBLIC WKS. DEPT. RECEPTIONIST @ 919.560.4326. UNLESS OTHERWISE STIPULATED ON THE APPROVED CONSTRUCTION DOCUMENTS, THE ABOVE REFERENCED SPECIFICATIONS SHALL BE REGARDED AS THE MINIMUM CONTRACT SPECIFICATION STANDARDS FOR THE CONSTRUCTION OF THIS PROJECT, AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR(S) TO OBTAIN COPIES OF THESE DOCUMENTS AND EMPLOY THE MEANS AND METHODS NECESSARY TO COMPLY WITH THESE DOCUMENTS. CLARIFICATION OF INTENT SHOULD BE FIRST DIRECTED TO ENGINEERING INSPECTIONS AT 919.560.4326, BUILDING INSPECTIONS AT 919.560.4146 OR THE CJTPA PROJECT ENGINEER OF RECORD AT 919.682.0368. Construction drawings are not required. Provide two (2) sets of approved Site Plan documents to Engineering Inspections, 3rd Floor, 101 City Hall Plaza, Durham NC 27701 at least 5 days prior to beginning construction and contact Engineering Inspections at 919-560-4326 at least 48 hours prior to beginning construction. 1. FOR PARKING LOTS , AND WHEN NO BUILDING PERMIT IS REQUIRED: OWNER / DEVELOPER SHALL NOTIFY THE DURHAM CITY COUNTY PLANNING DEPARTMENT SITE COMPLIANCE STAFF AT THE COMPLETION OF CONSTRUCTION AND LANDSCAPING TO REQUEST AN INSPECTION PRIOR TO USE OF THE FACILITY. 2. AN NC DOT PERMIT IS REQUIRED TO WORK IN THE FAYETTEVILLE STREET RIGHT OF WAY INCLUDING ANY SIDEWALK INSTALLATION AND ANY CHANGE TO THE DRIVEWAY RADII. 8. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 117.1-2009 AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT THE SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.. THIS COMMENT ONLY ADDRESSES THE SCOPE OF THE WORK ACTUALLY TAKING PLACE IN THIS PROJECT. 1. THIS PROJECT IS BEING FINANCED BY THE CITY OF DURHAM AND AS SUCH THE EROSION CONTROL AND LAND DISTURBANCE IS REGULATED BY THE STATE OFFICE. NO EROSION CONTROL PERMIT IS REQUIRED FOR LAND DISTURBANCE UNDER 1 ACRE. CURRENT SCOPE OF WORK IS DESIGNED TO 19,925 SF OF LAND DISTURBANCE. IF THE AMOUNT OF LAND DISTURBANCE INCREASES TO AN AREA MORE THAN 1 ACRE IN SIZE, CONTRACTOR IS TO STOP WORK UNTIL NC DEQ REVIEW IS COMPLETE AND PERMIT ISSUED. ADD ALTERNATE #1 - SOIL STORAGE COVER, STORAGE BINS AND ASSOCIATED CONCRETE PAD RE: A004, A401 & SI INSTALLATION IF SOIL STORAGE COVER, STORAGE BINS AND ASSOCIATED CONCRETE PAD (BASE BID WOULD INCLUDE GRAVEL PAVEMENT IN LIEU OF) ADD ALTERNATE #2 - FENCE REPLACEMENT FOR ENTIRE CEMETERY RE: C210 DEMO AND REPLACE PORTIONS OF EXISTING PERIMETER CHAINLINK FENCE WITH 6' BLACK VINYL COATED CHAINLINK FENCE: x 1253 LF OF CHAINLINK FABRIC REPLACEMENT ONLY x 420 LF OF CHAINLINK FABRIC AND POST REPLACEMENT (BASE BID WOULD BE TO LEAVE EXISTING FENCE AS IS, UNLESS NOTED WITHIN THE SMALLER PROJECT LIMITS) ADD ALTERNATE #3 - ADDITIONAL LANDSCAPING RE: C700 INSTALL ADDITIONAL PLANT MATERIAL AS OUTLINED ON C700. (BASE BID WOULD INCLUDE MUCH BED OR LAWN IN LIEU OF)

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Page 1: CORNWALLIS RD. ENGINEERS AND SURVEYORS

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SITE

SOUTHERN

BOUNDARIES

PARK

NC CENTRAL

UNIVERSITY

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WG PEARSON

ELEMENTARY

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

- ANYTIME THE FRONT ENTRY IS CLOSED FOR CONSTRUCTION, A FLAGGER MUST BE DESIGNATED AT THE ENTRANCE.

-TOPOGRAPHIC INFORMATION BASED ON SURVEY BY COULTER JEWELL THAMES, P.A. DATED MARCH 2015 AND CITY OF DURHAM GIS

FLOODPLAIN PROTECTION: NO FLOOD PLAIN AS PER FEMA MAP NUMBER 3720082000K (AUGUST 2, 2007)

STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPES ON THIS SITE.

WETLANDS PROTECTION: THERE ARE NO WETLANDS ON THIS SITE.

STREAM BUFFERS: THERE ARE NO STREAMS ON THIS SITE.

PUBLIC WORKS CONDITIONS:

GENERAL NOTES:

BOUNDARY SURVEY DATA FROM CITY OF DURHAM GIS.

TOPOGRAPHIC SURVEY DATA WITHIN PROJECT AREA BASED ON SURVEY BY COULTER JEWELL THAMES, P.A. DATED APRIL 2015. TOPOGRAPHIC DATA AND BUILTIMPROVEMENTS BEYOND PROJECT AREA ARE FROM CITY OF DURHAM GIS FILES AND AERIAL PHOTOGRAPHY.

THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS SHOWN ON FIRM PANEL 37200086100J AS ADOPTEDMAY 2, 2006.

THIS SITE HAS STREAMS THAT ARE SHOWN ON USGS, USDA SOILS SURVEY, OR NC RESOURCE CONSERVATION SERVICE MAPS. THESE STREAMS ARE INDICATEDON THE PLANS.

GENERAL CONDITIONS OF APPROVAL:

1. THIS PROJECT FULLY COMPLIES WITH THE PROVISIONS OF THE UNIFIED DEVELOPMENT ORDINANCE, EFFECTIVE JANUARY 1, 2006.

2. PROTECTION OF EXISTING VEGETATION (UDO SEC. 8.3.2D) : AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREEOR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILTFENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHESTAWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS,FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.

3. UDO SITE LIGHTING NOTE (UDO SEC. 7.4): MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARETOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECTLIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS:A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES.B. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES.C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT CANDLES.D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7.4.3A WITHMINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA.E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTED ABOVE AHORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE GRADE (MEASURED TO THE TOP OF THE FIXTURE).F. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE AHORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 15 FEET ABOVE GRADE (MEASURED TO THE TOP OF THE FIXTURE).G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED. ALLOF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT.

4. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT DURHAMCITY COUNTY PLANNING DEPARTMENT SITE INSPECTION STAFF FOR INSPECTION.

5. LANDSCAPE RE-INSPECTION FEE: EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE-INSPECTION FEE,STARTING AT $100 + 4% TECHNOLOGY SURCHARGE. EACH SUBSEQUENT RE-INSPECTION WILL INCREASE BY $100 +4% (EXAMPLE 1ST-$104, 2ND-$208, 3RD-$312,ETC). PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO RE-INSPECTION.

6. TREE PROTECTION NOTE (UDO SEC. 8.3.2E): TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, ORISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: “NO TRESPASSING/TREEPROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ÁRBOLES.”

7. ROOT PROTECTION ZONE (UDO SEC. 8.3.2): EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS,WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNINGSIGNS.

SPECIAL CONDITIONS OF APPROVAL:

SITE WORK PERMITTED AS LEVEL 2 SITE PLAN CITY CASE #: D1500259

EROSION CONTROL NOTES:

BASE BID SHALL GENERALLY INCLUDE:- ALL CLEARING AND GRADING- GATED / SCREENED GRAVEL SERVICE YARD FOR DUMPSTER AND SOIL / MULCH STORAGE AREA IN NW CORNER OF SITE- CITY COMPLIANT DUMPSTER PAD AND SCREEN WALL- AUTOMATED ENTRY GATE- ORNAMENTAL ENTRY FENCE- FORMAL ASPHALT PARKING AT OFFICE- PATIO AT MAIN OFFICE AREA- SIDEWALK TO CONNECTION STREET, NEW PARKING , NEW PATIO, AND EXISTING OFFICE- LANDSCAPE PLANT MATERIAL, UNLESS OTHERWISE NOTED.- STONE COLUMNS ARE NOT INCLUDED IN THIS CONTRACT, BUT WILL BE CONSTRUCTED AT THE SAME TIME, REQUIRING COORDINATION OF TRADES.

THE TECHNICAL SPECIFICATIONS FOR THE WORK OF THIS PROJECT ARE:

1. CITY OF DURHAM PUBLIC WORKS, “REFERENCE GUIDE FOR DEVELOPMENT”, LATEST REVISION.2. CITY OF DURHAM, “STREET CONSTRUCTION SPECIFICATIONS”, LATEST REVISIONS.3. CITY OF DURHAM, “WATER & SEWER SPECIFICATIONS”, LATEST REVISIONS.

THE “REFERENCE GUIDE FOR DEVELOPMENT” IS AVAILABLE ON-LINE ATHTTP://DURHAMNC.GOV/ICH/OP/PWD/PAGES/HANDBOOK.ASPX .

THE STREET AND WATER/SEWER SPECIFICATIONS ARE AVAILABLE THROUGH THE PUBLIC WKS. DEPT.RECEPTIONIST @ 919.560.4326.

UNLESS OTHERWISE STIPULATED ON THE APPROVED CONSTRUCTION DOCUMENTS, THE ABOVE REFERENCEDSPECIFICATIONS SHALL BE REGARDED AS THE MINIMUM CONTRACT SPECIFICATION STANDARDS FOR THECONSTRUCTION OF THIS PROJECT, AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR(S) TO OBTAIN COPIESOF THESE DOCUMENTSAND EMPLOY THE MEANS AND METHODS NECESSARY TO COMPLY WITH THESE DOCUMENTS. CLARIFICATION OFINTENT SHOULD BE FIRST DIRECTED TO ENGINEERING INSPECTIONS AT 919.560.4326, BUILDING INSPECTIONS AT919.560.4146 OR THE CJTPA PROJECT ENGINEER OF RECORD AT 919.682.0368.

Construction drawings are not required.Provide two (2) sets of approved Site Plan documents to Engineering Inspections, 3rd Floor, 101 City Hall Plaza, Durham NC 27701 at least 5 days priorto beginning construction and contact Engineering Inspections at 919-560-4326 at least 48 hours prior to beginning construction.

1. FOR PARKING LOTS , AND WHEN NO BUILDING PERMIT IS REQUIRED: OWNER / DEVELOPER SHALL NOTIFY THE DURHAM CITY COUNTY PLANNINGDEPARTMENT SITE COMPLIANCE STAFF AT THE COMPLETION OF CONSTRUCTION AND LANDSCAPING TO REQUEST AN INSPECTION PRIOR TO USE OF THEFACILITY.

2. AN NC DOT PERMIT IS REQUIRED TO WORK IN THE FAYETTEVILLE STREET RIGHT OF WAY INCLUDING ANY SIDEWALK INSTALLATION AND ANY CHANGE TO THEDRIVEWAY RADII.

8. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 117.1-2009 AND CHAPTER 11 OF THE NCBC) UNLESS ANDEXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT THE SITE CONDITIONS EXIST WHERETHE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE..THIS COMMENT ONLY ADDRESSES THE SCOPE OF THE WORK ACTUALLY TAKING PLACE IN THIS PROJECT.

1. THIS PROJECT IS BEING FINANCED BY THE CITY OF DURHAM AND AS SUCH THE EROSION CONTROL AND LAND DISTURBANCE IS REGULATED BY THE STATEOFFICE. NO EROSION CONTROL PERMIT IS REQUIRED FOR LAND DISTURBANCE UNDER 1 ACRE. CURRENT SCOPE OF WORK IS DESIGNED TO 19,925 SF OFLAND DISTURBANCE. IF THE AMOUNT OF LAND DISTURBANCE INCREASES TO AN AREA MORE THAN 1 ACRE IN SIZE, CONTRACTOR IS TO STOP WORK UNTIL NCDEQ REVIEW IS COMPLETE AND PERMIT ISSUED.

ADD ALTERNATE #1 - SOIL STORAGE COVER, STORAGE BINS AND ASSOCIATED CONCRETE PADRE: A004, A401 & SIINSTALLATION IF SOIL STORAGE COVER, STORAGE BINS AND ASSOCIATED CONCRETE PAD(BASE BID WOULD INCLUDE GRAVEL PAVEMENT IN LIEU OF)

ADD ALTERNATE #2 - FENCE REPLACEMENT FOR ENTIRE CEMETERYRE: C210DEMO AND REPLACE PORTIONS OF EXISTING PERIMETER CHAINLINK FENCE WITH 6' BLACK VINYL COATED CHAINLINK FENCE: 1253 LF OF CHAINLINK FABRIC REPLACEMENT ONLY 420 LF OF CHAINLINK FABRIC AND POST REPLACEMENT

(BASE BID WOULD BE TO LEAVE EXISTING FENCE AS IS, UNLESS NOTED WITHIN THESMALLER PROJECT LIMITS)

ADD ALTERNATE #3 - ADDITIONAL LANDSCAPINGRE: C700INSTALL ADDITIONAL PLANT MATERIAL AS OUTLINED ON C700.(BASE BID WOULD INCLUDE MUCH BED OR LAWN IN LIEU OF)

Page 2: CORNWALLIS RD. ENGINEERS AND SURVEYORS

SECTION X/Y

SECTION G

BEECHWOOD

CEMETERY

SECTION D

SECTION E

SECTION C

SECTION B

SECTION A

SECTION W.W.V.P.

SECTION A

SECTION W.W.W.P.

SECTION F

SECTION Y

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 3: CORNWALLIS RD. ENGINEERS AND SURVEYORS

SECTION X/Y

SECTION G

BEECHWOOD

CEMETERY

SECTION D

SECTION E

SECTION C

SECTION B

SECTION A

SECTION W.W.V.P.

SECTION A

SECTION W.W.W.P.

SECTION F

SECTION Y

SECONDARY

ENTRY DRIVE

MAIN

ENTRY

DRIVE

WHITE ROCK CHURCH

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

OWNER RESPONSIBILITIES

CONDITIONS PRIOR TO ANY LAND DISTURBING ACTIVITIES

CONDITIONS DURING CONSTRUCTION

CONDITIONS RELATED TO WORK IN RIGHT OF WAY

POST CONSTRUCTION SITE COMPLIANCE

HANDICAP ACCESSIBILITY

CONSTRUCTION PARKING

Page 4: CORNWALLIS RD. ENGINEERS AND SURVEYORS

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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

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X

X

X

X

X

X

X

X

X

X

X

X

X

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

CO

UE UE

UT UT

GAS

W W

OU OU

PK

IPS

LP

S S

SS SS

PKS

GV

XXXXXXXX

Page 5: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 6: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 7: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 8: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

6"

Page 9: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 10: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 11: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

30" CURB AND GUTTER IN ROW24" CURB AND GUTTER INSIDE SITE

NOTES:

1. ALL VEHICULAR CONCRETE 4000 PSI, REINFORCED

ENCLOSURE PAD

WOOD SCREEN WALL

GS 20-37.6

$250

CONCRETE PAD WITH TURN DOWN EDGE

Page 12: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 13: CORNWALLIS RD. ENGINEERS AND SURVEYORS

TALL COLUMN

(NIC)

SWING GATE MOTOR

SWING GATE

MOTOR

KEYPAD

OVERRIDE

(FIELD

LOCATED)

SHORT COLUMN

(NIC)

TALL COLUMN

(NIC)

DISCONNECT

PANEL ON

SCREEN PANEL

RE: 3/C801

EXIT SENSOR LOOP

IN PAVEMENT

(LOCATION TO BE

DETERMINED IN THE FIELD)

IDENTIFICATION

SIGN RE: 1/C803

AUTOMATED

SWING GATES

CONNECT NEW DECORATIVE

FENCE TO EXISTING CHAIN

LINK FENCE

CONNECT NEW

DECORATIVE

FENCE TO

NEW CHAIN

LINK FENCE

PEDESTRIAN GATE WITH

TIMED MAGNETIC LOCK

AND PANIC EXIT BAR

SHORT COLUMN

(NIC)

COORDINATE GATE POST

AND COLUMN FOOTINGS

(EACH SIDE)

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

REQUIRED CONTRACTOR SHOP DRAWINGS / SUBMITTALS:

PRIOR TO GATE AND COLUMN INSTALLATION THE FOLLOWINGSUBMITTALS ARE REQUIRED FOR APPROVAL BY OWNER:- VEHICULAR GATE- DECORATIVE FENCING- PEDESTRIAN GATE- CHAIN LINK FENCE- SIGN ON DECORATIVE FENCE- MORTAR COLOR (NIC)- COLUMN STONE SAMPLE AND MOCK UP (NIC)- PRECAST COLUMN CAPS (NIC)

PRE-INSTALLATION MEETING WITH GENERALCONTRACTOR, FENCE INSTALLER, STONE COLUMNCONTRACTOR, ARCHITECT, AND OWNER REQUIREDPRIOR TO BEGINNING THE COLUMN INSTALLATION.

Page 14: CORNWALLIS RD. ENGINEERS AND SURVEYORS

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016 - BID SET

WLR, JSA

WLR, MTC, JSA

Beechwood

Cemetery

Improvements

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

Page 15: CORNWALLIS RD. ENGINEERS AND SURVEYORS

+

COVERED STORAGE

45' -

0"

25' - 0"

7835

NO

RT H

C A R O LI

NA

D

UR H A M ,

N

C

RE

GI

S

TE R E D A R CH

IT

EC

TCH

AR

LE

SJOHN N I CKE

LS

ON

CERT. NO.400

RN

DA

RC H IT ECT

S,

PA

NO R T H C A R O L I N A

RE

GIS

TE

RE

DA

R C H I T E C T U R A L

CO

RP

OR

AT

ION

DU R HA M , N .C

.

a r c h i t e c t s

Professional Seals

Project Number:

Drawn:

Checked:

Date:

Sheet Number

These drawings and specifications are instruments of service and as

such remain the property of the architect. Their use is restricted to

the original site for which they were prepared and publication

there-of is expressly limited to such use. Re-use, reproduction, or

publication by any method, in whole or in part, is prohibited.

Original drawing is 24" x 36". Do not scale contents of this drawing.

© RND Architects, PA.

3608 University Drive

Suite 204

Durham, NC 27707

T 919.490.1266

www.RNDpa.com

CONSTRUCTION DRAWINGS

NC BOARD OF EXAMINERS FORENGINEERS AND SURVEYORSLIC # C-1209NC BOARD OF LANDSCAPEARCHITECTS LIC # C-104

Revisions

111 West MainStreetDurham, N.C. 27701p 919.682.0368f 919.688.5646www.cjtpa.com

PIN:

0820-15-54-7074

EN

GIN

EE

RIN

G . P

LA

NN

IN

G . LA

ND

SC

AP

E A

RC

HIT

EC

TU

RE

3300 Fayetteville St.

Durham, NC 27707

BeechwoodCemeteryImprovements

5/5/2016 5:16:06 PM

NO

T F

OR

CO

NSTR

UC

TIO

N

5-5-16

BUILDING CODE SUMMARY AND

LIFE SAFETY PLAN- SOIL STORAGE

STRUCTURE - BEECHWOOD

A004

2015

CO

NST

RU

CT

ION

DR

AW

ING

S-

OW

NE

R R

EV

IEW

1/16" = 1'-0"A004

LIFE SAFETY PLAN - SOIL STORAGE STRUCTURE1

Page 16: CORNWALLIS RD. ENGINEERS AND SURVEYORS

A4012

25' - 0"

9

A401

1.0

2.0

3.0

4.0

15' -

0"

15' -

0"

15' -

0"

A.1 B.1C.1

EQ EQ

SAWCUT 2"CONCRETECONTROLJOINT TYP

45' -

0"

25' - 0"

1' -

0"

1' -

0"

2' - 0"

1' -

0"

1' -

0"

SOIL STORAGEBIN AREA

FOOTING, TYP;SEE STRUCTURALSHEET

CONC. SLAB,TYP

FOUNDATION- TYP,SEE STRUCTURALDRAWINGS

SOIL STORAGEBIN AREA

A4016

DOWNSPOUT& SPLASHBLOCK TYP

METAL CHANNELBOLTED TO COLUMNFOUNDATION, SEESTRUCTURAL

18" O.D. FOOTING TYP,SEE STRUCTURAL

7' - 0" 7' - 0" 7' - 0 1/2"

7' - 0" 7' - 0" 7' - 0"

7' - 0" 7' - 0" 7' - 0"

7' - 0" 7' - 0" 7' - 0"

6' -

0"

6' -

0"

DOWNSPOUT& SPLASHBLOCK TYP

DOWNSPOUT& SPLASHBLOCK TYPDOWNSPOUT

& SPLASHBLOCK TYP

14' -

0"

9

A401

1.0 2.0 3.0 4.0

2' -

6"

8' -

0"

25' - 0"

A.1 B.1 C.1

GUTTER ANDDOWNSPOUT

METAL CHANNEL BOLTED TOBUILDING COLUMN FOOTING

A.1 B.1 C.1

2' -

0"

A4015

212

PLAN LEGEND

Note Keyed to Plan

Section Mark

Door Tag - See Door/FrameSchedule on A2XX

Room Tag

Dwg No.

Sheet No.

Interior ElevationSheet No.

Dwg No.

Not in Contract NIC

General Contractor GC

101

Room name

101

CMU Infill/partition

1

A101

A1011

AWindow Tag - See Window Scheduleon A2XX

Wall Tag - See Wall Types on A2XX

Abbreviations:

C.1

100'

2' -

6"

GUTTER

97'-6'"

TOP OF FOOTING

114'-6'" EAVE

FIN. SLAB

112'-0" FRONT PANEL

108'-0" SIDE ANDBACK PANEL

CONCRETEPOSITIVELYSLOPED AWAYFROM STEEL

TIMBER

PILE (W10X33)

CONC. SLAB

3"

PILE FOOTING

4' -

2"

2' -

6"SEE

STRUCTRUALDRAWING FORADDTIONALDETAILS

1"

2.0

7"X9" X 8'-5" PTRAILROAD TIE, TYP

18" DIAMETER CONCRETEFOUNDATION, TYP - SEESTRUCTURAL DRAWING

2" SAW CUT SLABCONTROL JOINT

7835

NO

RT H

C A R O LI

NA

D

UR H A M ,

N

C

RE

GI

S

TE R E D A R CH

IT

EC

TCH

AR

LE

SJOHN N I CKE

LS

ON

CERT. NO.400

RN

DA

RC H IT ECT

S,

PA

NO R T H C A R O L I N A

RE

GIS

TE

RE

DA

RC H I T E C T U R A L

CO

RP

OR

AT

ION

DU R HA M , N .C

.

a r c h i t e c t s

Professional Seals

Project Number:

Drawn:

Checked:

Date:

Sheet Number

These drawings and specifications are instruments of service and as

such remain the property of the architect. Their use is restricted to

the original site for which they were prepared and publication

there-of is expressly limited to such use. Re-use, reproduction, or

publication by any method, in whole or in part, is prohibited.

Original drawing is 24" x 36". Do not scale contents of this drawing.

© RND Architects, PA.

3608 University Drive

Suite 204

Durham, NC 27707

T 919.490.1266

www.RNDpa.com

CONSTRUCTION DRAWINGS

NC BOARD OF EXAMINERS FORENGINEERS AND SURVEYORSLIC # C-1209NC BOARD OF LANDSCAPEARCHITECTS LIC # C-104

Revisions

111 West MainStreetDurham, N.C. 27701p 919.682.0368f 919.688.5646www.cjtpa.com

PIN:

0820-15-54-7074

EN

GIN

EE

RIN

G . P

LA

NN

IN

G . LA

ND

SC

AP

E A

RC

HIT

EC

TU

RE

3300 Fayetteville St.

Durham, NC 27707

BeechwoodCemeteryImprovements

7/12/2016 5:29:11 PM

7-13-16

BEECHWOOD COVERED STORAGE

SHED

A401

2016

1/4" = 1'-0"A401

BEECHWOOD STORAGE PLAN1

1/8" = 1'-0"A401

BEECHWOOD STORAGE ELEVATION FRONT VIEW2

1/8" = 1'-0"A401

SHED SIDE ELEVATION3

1/4" = 1'-0"A401

BUILDING SECTION9

N

3/4" = 1'-0"A401

COLUMN SECTION5

3/4" = 1'-0"A401

SECTION AT BIN SUPPORT4

3/4" = 1'-0"A401

PLAN DETAIL AT BIN SUPPORT6

Jeremy
Text Box
ALL WORK ON THIS PLAN SHEET, INCLUDING CONCRETE PAD, REFERS TO ADD ALTERNATE #2
Jeremy
Text Box
ADD ALT #2
Page 17: CORNWALLIS RD. ENGINEERS AND SURVEYORS

1920

Hw

y. 5

4, S

uite

700

, Dur

ham

, NC

277

13P

h. 9

19-5

44-1

936

· Fax

919

-544

-254

0 · L

icen

se: C

-181

3

Sheet Number

Sheet Title:

Revisions

Date

Checked

Drawn

Project:

Job Number: 1504

111 West Main Street

Durham, N.C. 27701

p 919.682.0368

f 919.688.5646

www.cjtpa.com

July 13, 2016

EN

GIN

EE

RIN

G . P

LA

NN

IN

G . LA

ND

SC

AP

E A

RC

HIT

EC

TU

RE

Beechwood

Cemetery

Improvements

CONSTRUCTION DRAWINGS

BID SET

NC BOARD OF EXAMINERS FOR

ENGINEERS AND SURVEYORS

LIC # C-1209

NC BOARD OF LANDSCAPE

ARCHITECTS LIC # C-104

ES1.0

Electrical Site PlanBeechwood Cemetery

KFFJDH

1ES1.0

Site Electrical Plan - Beechwood Cemetery

I NA

AROLTH

ON

R

C

SE

YAH

SINNED

NH

OJ

Key Plan

Project Area View

1/ES1.0

NORTH

4ES1.0 Swing Gate

Electrical Riser Diagram

2

ES1.0

Trench Detail Section

2ES1.0

Underground Conduit Rise To Above Grade/Floor3

ES1.0

AutoCAD SHX Text
P:\PROJECTS\15-096 CITY OF DURHAM CEMETERIES\3.0 CAD\3.20 ELECTRICAL\ES1.0-BW.DWG Plotted By: BRUCE NEWMAN - 7/14/2016 1:14 PM
AutoCAD SHX Text
PIN: 0820-15-54-7074
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3300 Fayetteville St. Durham, NC 27707
AutoCAD SHX Text
SCALE:
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1/16" = 1'-0"
AutoCAD SHX Text
S
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N
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I
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O
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L
AutoCAD SHX Text
A
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O
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E
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F
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P
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R
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028869
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SEAL
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S
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N
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E
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E
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G
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E
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N
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I
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R
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No Scale
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NEW HOMERUN TO PANEL 'A', CIRCUIT 15
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UNDERGROUND CONDUIT
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NEW POWER OR LIGHTING CIRCUITRY
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DUPLEX RECEPTACLE
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DISTRIBUTION PANEL AS SPECIFIED
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ELECTRICAL SYMBOLS
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A-15
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NOTE: 1. ITEMS IN BOLD INDICATE NEW WORK. THIN LINE WEIGHT ITEMS ITEMS IN BOLD INDICATE NEW WORK. THIN LINE WEIGHT ITEMS INDICATE EXISTING CONDITIONS. 2. NOT ALL DEVICES ARE IDENTIFIED IN THE LIST ABOVE. REFER NOT ALL DEVICES ARE IDENTIFIED IN THE LIST ABOVE. REFER TO DRAWINGS FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text
POST MOUNTED KEYPAD
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KP
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RELOCATE EXISTING DEVICE
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EXISTING DEVICE RELOCATED
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RE
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ER
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DISCONNECT SWITCH FUSE AS SPECIFIED WITH TOOL DEFEATABLE DOOR INTERLOCK
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GROUND FAULT CIRCUIT INTERRUPTER
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GFI
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HEAVY DUTY WHILE IN USE WET LOCATION COVER
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WP
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SCALE:
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Not To Scale
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ELECTRICAL KEYNOTES: (2) 1" CONDUITS: (1) FOR FOR POWER TO MOTOR, (1) FOR MOTOR CONTROL WIRING. 1" CONDUIT FROM GATE CONTROLLER TO KEYPAD. PROVIDE HEAVY DUTY CAST ALUMINUM WHILE IN USE COVER ON A RECESSED BACKBOX. PROVIDE HEAVY DUTY CAST ALUMINUM WHILE IN USE COVER ON A SURFACE MOUNTED BACKBOX.
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1
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2
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3
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4
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7-13-2016
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RW
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RETAINING WALL
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RW
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12' SIDE SETBACK
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25' STREET SETBACK
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12' SIDE SETBACK
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25' STREET SETBACK
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50' STREAM BUFFER
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10' NO-BUILD SETBACK
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TEL
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W
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RETAINING WALL
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THIRD FORK CREEK
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RETAINING WALL
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LP
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333.6
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+
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SECTION F
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LP
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W
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RAMP
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GRAVE LINE
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CONC.
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GRAVEL
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328
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330
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335
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337
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339
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337
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FAYETTEVILLE STREET - SR 1118 60' PUBLIC R/W
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ZONE: RU-5
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ZONE: RS-8
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ASPHALT
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14" CEDAR
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18" CEDAR
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LP
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+
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+
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+
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336
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338
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340
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334
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333
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332
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333.6
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+
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GFI WP
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240V, 60A 2P FU D.S. NEMA 3R
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GFI WP
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KP
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GATE MOTOR
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GATE CONTROLLER AND MOTOR
AutoCAD SHX Text
EXISTING 240V, 200A 1-PHASE LOAD CENTER NEMA 3R
AutoCAD SHX Text
1. PROVIDE A NEW TRENCH FOR CONDUITS AS SHOWN IN PLAN. PROVIDE 30 INCHES OF COVER (MINIMUM). PROVIDE A NEW TRENCH FOR CONDUITS AS SHOWN IN PLAN. PROVIDE 30 INCHES OF COVER (MINIMUM). SPARE CONDUITS SHALL BE STUBBED UP IN HAND HOLES OR TELECOM ROOMS AND SEALED. CONDUIT SEALS SHALL HAVE A PULL CORD ATTACHMENT. PROVIDE PULL CORD FOR ALL CONDUITS. 2. BACKFILL AND COMPACT THE TRENCH WITH THE REMOVED MATERIAL. BACKFILL AND COMPACT THE TRENCH WITH THE REMOVED MATERIAL. 3. PROVIDE MARKING TAPE ONE FOOT BELOW GRADE LEVEL TO WARN OF THE ELECTRIC OR TELECOM PROVIDE MARKING TAPE ONE FOOT BELOW GRADE LEVEL TO WARN OF THE ELECTRIC OR TELECOM UTILITIES BELOW AS REQUIRED.
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GRADE LEVEL
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NOTES:
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SCALE:
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NONE
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PVC SCHEDULE 40 CONDUIT AS SHOWN ON PLAN.
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COMPACTED BACKFILL MATERIAL
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MARKING TAPE
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BEND AND CONDUIT RISE TO ABOVE GRADE/FLOOR SHALL BE RIGID METAL CONDUIT-COAT WITH ASPHALTUM AS SPECIFIED TO 6" ABOVE GRADE OR FLUSH AT FLOOR
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FINISH GRADE/FLOOR
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SCALE:
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NONE
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PVC OR RIGID METAL CONDUIT AS SPECIFIED - SEE SPECIFICATIONS AND/OR DRAWINGS
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TO DISCONNECT SWITCH
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GFI WP
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NEW
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DISCONNECT
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SWITCH
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TO GATE CONTROLLER
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TO BUILDING
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SEE CIVIL DRAWINGS FOR SUPPORT RACK DETAILS AND EXACT LOCATION.
Page 18: CORNWALLIS RD. ENGINEERS AND SURVEYORS
Jeremy
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ALL WORK ON THIS PLAN SHEET REFERS TO ADD ALTERNATE #2
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ADD ALT #2