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COUNTY, NORTH CAROLINA
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SUBMITTED TO
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GENERAL
NOTES:
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37.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS
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1.
TOPOGRAPHICAL DATA PERFORMED BY TAYLOR LAND CONSULTANTS. SITE BENCHMARK 1" LOCATED APPROXIMATELY
WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
69' SOUTHWEST OF THE MAIN ENTRANCE NEAR THE SOUTHERN BANK OF POND. ELEVATION = 289.65, COORDINATES
BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE
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LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO
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2.
THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR
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PROCEEDING WITH CONSTRUCTION.
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ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID
38.
THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE
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FACILITIES. THE OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING
DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
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FACILITIES.
39.
THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED /NECESSARY SHEETING,
3.
ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
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SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
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4.
ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
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Novo Nordisk Pharmaceutical Industries, Inc. Taylor Land Consultants The Curry Engineering Group, PLLC
OVERLAY DISTRICTS WATERSHED PROTECTION
OVERLAY (REF. TOC 155.501) 3612 Powhatan Rd. 5448 Apex Peakway, Suite 165 NC License # P -0799
Clayton, NC 27527 Apex, NC 27502 PO Box 2018
919.550.2200 (o) 919.801.1104 (o) 205 S. Fuquay Ave SEAL
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Contact: Jody Burgart 919.337.7998 (m) Fuquay - Varina, NC 27526 •`F CA �,a' °•F z
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jobu @novonordisk.com Contact: Jeremy Taylor, PLS 919.552.0849 (o) y
[e-mail] 919.880.9857 (m) w
Contact: Don Curry, P.E. _ SE !_ z
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JOHNSTON
COUNTY, NORTH CAROLINA
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SUBMITTED TO
NCDENR - DWR MAY 812015 - BUFFER VARIANCE SUBMITTAL
GENERAL
NOTES:
"NOVO
37.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS
1.
TOPOGRAPHICAL DATA PERFORMED BY TAYLOR LAND CONSULTANTS. SITE BENCHMARK 1" LOCATED APPROXIMATELY
WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
69' SOUTHWEST OF THE MAIN ENTRANCE NEAR THE SOUTHERN BANK OF POND. ELEVATION = 289.65, COORDINATES
BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE
N:680,613.599 E: 2,175,658.835
LESS THAN SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO
2.
THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR
PROCEEDING WITH CONSTRUCTION.
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID
38.
THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE
FACILITIES. THE OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING
DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
FACILITIES.
39.
THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED /NECESSARY SHEETING,
3.
ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
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4.
ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. NOVO NORDISK, JOHNSTON
SITE
INDEX
5.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF
COUNTY, TOWN OF CLAYTON & CURRY ENGINEERING GROUP ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL
15
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OFF -SITE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
SAID ITEMS.
6.
THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, AND FIBER OPTIC ON -SITE OR WITHIN CLOSE PROXIMITY.
40.
THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL
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C -00 COVER SHEET
7.
CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE
OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
41.
ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF
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ABOUT THE PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING.
NORTH CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND TOWN OF CLAYTON.
C -01 EXISTING CONDITIONS PLAN
8.
CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
42.
THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
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C NEUSE BUFFER IMPACT PLAN
9.
LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL
CENTER AT LEAST 48 HOURS PRIOR TO DIGGING CAD 1.800.632.4949. TAYLOR LAND CONSULTANTS HAS ONLY LOCATED THE
43.
THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF
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THE WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & TOWN OF
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PON
UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE
APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY
CLAYTON.
BUS
10.
UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
44.
TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING
DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE
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11.
ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND /OR LOCAL STANDARDS IMPOSED BY LOCAL
UTILITY, JOHNSTON COUNTY, AND TOWN OF CLAYTON.
DIRECTLY TO THE CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER. - -THE TESTING SERVICE WILL
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CLASSIFY PROPOSED ON -SITE AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND
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12.
ALL CONSTRUCTION AND MATERIALS SHALL MEET TOWN OF CLAYTON PUBLIC UTILITY SPECIFICATIONS AND STANDARDS,
PERFORM REQUIRED FIELD AND LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE
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. .
LATEST EDITION ALL WORK WITHIN NCDOT RIGHT -OF -WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT
STRUCTURAL DRAWINGS). - -IN PAVED AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE
LL,
13.
ALL CONCRETE PIPE IS TO BE ASTM C -76, CLASS III WITH RAM -NEK.
FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL
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14.
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP #: 3720167800)
TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL
GOVERNING AGENCIES:
UTILITY AGENCIES:
15.
ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE BOUNDARY
INFORMATION.
PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
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PLANNING /ZONING /LANDSCAPE:
WATER /SEWER:
16.
WETLANDS AND PONDS ARE PRESENT ON SITE. SEE SURVEY FOR LOCATION.
REQUIRED COMPACTION. - -IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD
DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO LESS
TOWN OF CLAYTON
TOWN OF CLAYTON
ENGINEERING DEPT.
17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT
RIGHT -OF -WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S
CL
PLANNING DEPT.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.
111 EAST SECOND ST.
111 EAST SECOND ST.
18.
PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND
EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
CLAYTON, NC 27520
CLAYTON, NC 27520
PROOF ROLL THE SUBGRADE. ANY STONE PLACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE
45.
COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT
919 - 553 -1545
919- 553 -1545
CONTRACTOR.
AREAS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND
VICINITY MAP
CONTACT: MS. EMILY BEDDINGFIELD,
AICP CONTACT: MR. JOHN McCULLEN, II, PE
19.
DESIGN /FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND /OR
95% OF MAXIMUM DENSITY FOR LAWNS OR UNPAVED AREAS. FINAL LIFT (8 ") IN PAVEMENT AREAS SHALL BE COMPACTED
TO 100% MAXIMUM DRY DENSITY.
NCDENR -DWQ SEWER:
TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY
STORMWATER /EROSION CONTROL:
NCDENR RALEIGH
BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER /CLIENT IS
. 46
THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
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NOT TO SCALE
JOHNSTON COUNTY
REGIONAL OFFICE
TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES
AROUND THE BUILDING STRUCTURE.
PUBLIC UTILITIES DEPT.
3800 BARRETT DRIVE
TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE
47.
ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER OWNER. THE COUNTY WILL NOT
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309 E. MARKET ST.
RALEIGH, NC 27609
CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED T0, TESTING SUBGRADE AND BASE
ACCEPT RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO
SMITHFIELD, NC 27577
919- 791 -4200
DENSITY, ENGAGING THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF
UNDERGROUND SERVICES, NOR WILL THE COUNTY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE,
919- 938 -4717
PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER
PAVEMENT PATCHING OR DAMAGE TO LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER.
CONTACT: CARLOS BAGLEY
TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE
48.
FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN
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ENGINEERING:
NCDENR- PUBLIC WATER SUPPLY:
INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA
AREAS WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL
TOWN OF CLAYTON
NCDENR
(PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE
BE PROVIDED AND MAINTAINED.
ENGINEERING DEPT.
PUBLIC WATER SUPPLY SECTION
DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN
49.
DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS
EAST SECOND ST.
1634 MAIL SERVICE CENTER
AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF THE OWNER'S /CLIENT'S DESIRE IS TO HAVE THE
REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN
CL 27520
CLAYTON,
RALEIGH, NC 27699
DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED
919 - 553 -1545
1
919- 715 -3226
20.
ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR
AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT
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CONTACT: MR. SIRAJ COHEN, PE
IS RELEASED FROM THE SITE.
CONTACT: MR. JOHN McCULLEN, II,
PE
ELECTRIC
MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
50.
COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY
PROGRESS ENERGY BUSINESS
21.
LIGHTS ARE LEASED AND SUPPLIED BY PROGRESS ENERGY.
LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED
SERVICES
22.
PROPERTY IS TO BE SERVED BY THE TOWN OF CLAYTON.
EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER /SEWER PERMITS, ETC.
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PO BOX 1551
23.
THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT
51.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL JOHNSTON COUNTY, TOWN OF CLAYTON AND NCDENR STANDARDS
FRONTAGES AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO
AND SPECIFICATIONS.
RALEIGH, NC 27602
VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS.
919- 481 -6171
24.
REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
CONTACT: TOM UNDERHILL
MATERIALS.
TELEPHONE
25.
ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF -SITE, UNLESS OTHERWISE DIRECTED BY THE
AT &T
OWNER.
RALEIGH, NC
26.
ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
877 - 253 -0009
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
SITE INFORMATION
NATURAL GAS :
PSNC ENERGY - SCANA
ALL WORK PRIOR TO
C. FINAL LINSPEC�ON WHEN PLACEMENT
PREPARED
FOR
LOCATION: 3612 POWHATAN RD.
PO BOX 100256
27.
28.
THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
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CLAYTON, NC 27527
COLUMBIA, SC 29202
919- 367 -2728
29.
ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER.
BEFORE YOU DIG
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TOWN: CLAYTON ETJ
CONTACT: MIKE KASOPSKY
30.
ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
CALL TOLL FREE
31.
ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
1 800 632 4949
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COUNTY: JOHNSTON
32.
HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE
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PIN: 167804 -41 -9237
FEDERAL REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26,
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TAX ID: 05E99010G
1992. FOR ADDITIONAL INFORMATION, REFER TO THE NC STATE BUILDING CODE VOLUME 1 -C, "MAKING BUILDINGS AND
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FACILITIES ACCESSIBLE TO THE USEABLE BY THE PHYSICALLY HANDICAPPED ", 1991 EDITION. ALL STREET RETURNS TO
DB /PG 03834/0908
HAVE H.C. RAMPS.
ZONING:(EXISTING /PROPOSED) I -1/I -1
33.
CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND /OR
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ACREAGE: 53.08 AC (2,312,174 SF)
OWNER. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND /OR OWNER WILL BE THE RESPONSIBILITY
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OF THE
CCOVERED
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BUILDING SETBACKS:
34.
ALL AREASO NOT BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT
STREET /FRONT 50'
SIDE INTERIOR (ABUTTING RESIDENTIAL) 30'
35.
MATTER AND ROCKS AND GRASSED.
CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND /OR CURB AND GUTTER
novo
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LL
SIDE STREET 30'
IS TO BE REMOVED.
NORTH CAROLINA
36.
THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION
ONE -CALL CENTER
REAR 40'
OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
Novo N ord i sk Pharmaceutical
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BUILDING STANDARDS:
Industries, Inc.
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MAX BUILDING HT 50'
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MAX BUILDING COVERAGE 50%
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MAX IMPERVIOUS SURFACE
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Novo Nordisk Pharmaceutical Industries, Inc. Taylor Land Consultants The Curry Engineering Group, PLLC
OVERLAY DISTRICTS WATERSHED PROTECTION
OVERLAY (REF. TOC 155.501) 3612 Powhatan Rd. 5448 Apex Peakway, Suite 165 NC License # P -0799
Clayton, NC 27527 Apex, NC 27502 PO Box 2018
919.550.2200 (o) 919.801.1104 (o) 205 S. Fuquay Ave SEAL
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Contact: Jody Burgart 919.337.7998 (m) Fuquay - Varina, NC 27526 •`F CA �,a' °•F z
.n Vii, �sia� 2 naafi, d
jobu @novonordisk.com Contact: Jeremy Taylor, PLS 919.552.0849 (o) y
[e-mail] 919.880.9857 (m) w
Contact: Don Curry, P.E. _ SE !_ z
w o O fl2697 y
N don @curryeng.com
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1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
SURVEY NOTES:
SURVEY INFORMATION IS A COMBINATION OF ACTUAL FIELD SURVEY
PERFORMED BY TAYLOR LAND CONSULTANTS, FILES PROVIDED BY NOVO
NORDISK PHAMACEUTICAL INDUSTRIES, INC., AND PREVIOUS DESIGN BY THE
CURRY ENGINEERING GROUP, PLLC. THE EXISTING CONDITIONS ON THIS
SURVEY MAY NOT RESEMBLE ACTUAL FIELD CONDITIONS. SHOULD THE
CONTRACTOR ENCOUNTER ANY ISSUES BETWEEN THIS SURVEY INFORMATION
AND THE ACTUAL FIELD CONDITIONIS, CONTACT CURRY ENGINEERING
IMMEDIATELY.
2. TOPOGRAPHY AND EXISTING STRUCTURES IN THE VICINITY OF THIS PROJECT
PERFORMED BY TAYLOR LAND CONSULTANTS ON SEPTEMBER 10, 2014.
3. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE APPROVAL OF FUTURE
MAINTENANCE BUILDING EXPANSION & ASSOCIATED INFRASTRUCTURE.
LEGEND & NOMENCLATURE
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TAG: 05E9901ON
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BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
SURVEY NOTES:
SURVEY INFORMATION IS A COMBINATION OF ACTUAL FIELD SURVEY
PERFORMED BY TAYLOR LAND CONSULTANTS, FILES PROVIDED BY NOVO
NORDISK PHAMACEUTICAL INDUSTRIES, INC., AND PREVIOUS DESIGN BY THE
CURRY ENGINEERING GROUP, PLLC. THE EXISTING CONDITIONS ON THIS
SURVEY MAY NOT RESEMBLE ACTUAL FIELD CONDITIONS. SHOULD THE
CONTRACTOR ENCOUNTER ANY ISSUES BETWEEN THIS SURVEY INFORMATION
AND THE ACTUAL FIELD CONDITIONIS, CONTACT CURRY ENGINEERING
IMMEDIATELY.
2. TOPOGRAPHY AND EXISTING STRUCTURES IN THE VICINITY OF THIS PROJECT
PERFORMED BY TAYLOR LAND CONSULTANTS ON SEPTEMBER 10, 2014.
3. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE APPROVAL OF FUTURE
MAINTENANCE BUILDING EXPANSION & ASSOCIATED INFRASTRUCTURE.
LEGEND & NOMENCLATURE
Surveying:
Taylor Land Consultants
5448 Apex Peakway, Suite 165
Apex, NC 27502
919.801.1104 (o)
919.337.7998 (m)
Contact: Jeremy Taylor, PLS
[e-mail]
_Z�P__7_'00�
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Surveying:
Taylor Land Consultants
5448 Apex Peakway, Suite 165
Apex, NC 27502
919.801.1104 (o)
919.337.7998 (m)
Contact: Jeremy Taylor, PLS
[e-mail]
_Z�P__7_'00�
-S'
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
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CONTECH PRE -CAST
' BRIDGE STRUCTURE
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STRUCTURE AT B1: BRIDGE I I
` CONSTRUCTED WETLAND i TEMP. PERM.
` I - - ' ZONE 1 2483 3126 SF
� � ZONE 2 2320 2270 SF
TOTAL 4803 5396 SF
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Inv In 5 "): 280.96
QC'o Inv In 15 "): 280.91
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PREPARED FOR
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Novo Nordisk Pharmaceutica
Industries, Inc.
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TEMP. PERM. Inv. Out: 79.9$ 0 ATIpN or
ER 2c)9
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Rim ZONE 1 1313 2396 SF x. C n c re a k
'l� nv :283.68 � _\ as -�
U� ZONE 2 864 1070 SF ap RPJr . t 0%,
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UNDERGROUND ���-
POWER PLOTT TOTAL 2176 3466 SF L Inv: 283. s i SS S S S
h FROM OTHER SOURCES p
(APPROXIMATE LOCATION) - SS 1 4.3'
G' ti° 14.9' SS SS SS 03
Ex. St r
Rim: 286 - - - -
E 112.3
E
8 W x. Storm J8 - - 32.2'
Rim: 286.57 / Ex. Storm J8
W �. 7� / Rim: 287.06 C1 N Ex. Storm JB Ex. Storm Inlet Ex. SSCO
W CL Inv: 270.81 Rim: 291.02 Rim: 288.05
Q \ �� Inv. Out: 284.82CL Inv: 283.05Approx Inv: 288.1
SF` 'SKCP / / / �° Edge of Ex. Concre �� 21 .1 ' Ex. SSMH
/ Ss SS- _ _ �S - - ° SS SS Rim: 290.45
Cn
ExCooling Towers
23.8' Ex. Gene
- - x. Elect.
DRAINAGE LEGEND
Inv In: 280.85 (E)
Inv In: 280.20 (W)
z" . or J Inv Out: 280.00 - 63: FENCE
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PROPOSED 2'x3' INLET
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178
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PROPOSED SPOT
11 117-
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PREPARED FOR
AF O/ AN
novo nordisk
Novo Nordisk Pharmaceutica
Industries, Inc.
'W W
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TEMP. PERM. Inv. Out: 79.9$ 0 ATIpN or
ER 2c)9
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Rim ZONE 1 1313 2396 SF x. C n c re a k
'l� nv :283.68 � _\ as -�
U� ZONE 2 864 1070 SF ap RPJr . t 0%,
2g _j-
UNDERGROUND ���-
POWER PLOTT TOTAL 2176 3466 SF L Inv: 283. s i SS S S S
h FROM OTHER SOURCES p
(APPROXIMATE LOCATION) - SS 1 4.3'
G' ti° 14.9' SS SS SS 03
Ex. St r
Rim: 286 - - - -
E 112.3
E
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Rim: 286.57 / Ex. Storm J8
W �. 7� / Rim: 287.06 C1 N Ex. Storm JB Ex. Storm Inlet Ex. SSCO
W CL Inv: 270.81 Rim: 291.02 Rim: 288.05
Q \ �� Inv. Out: 284.82CL Inv: 283.05Approx Inv: 288.1
SF` 'SKCP / / / �° Edge of Ex. Concre �� 21 .1 ' Ex. SSMH
/ Ss SS- _ _ �S - - ° SS SS Rim: 290.45
Cn
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DRAINAGE LEGEND
Inv In: 280.85 (E)
Inv In: 280.20 (W)
z" . or J Inv Out: 280.00 - 63: FENCE
� I ° Ex St
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DOCK AREA ZONE 1 0 600 SF
Cn
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PROPOSED CURB INLET (CI)
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PROPOSED FLARED END
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EXISTING CONTOUR
178
PROPOSED CONTOUR
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PROPOSED SPOT
ELEVATION
SPILL CURB
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0
1000
SF
38.2'
20'
30'
- 30' PROPOSED 6' CHAIN LINK
- 10' 20' SECURITY FENCING
(NOT IN BID CONTRACT)
L
NRB ZONE 2 NRB ZONE 1
PERM. IMPACT PERM. IMPACT
= 200 SF = 600 SF
PROPER
7Y LINE
NRB ZONE 2
PERM. IMPACT
200 SF
(' 1� BUFFER STREAM IMPACTS
C -02 SCALE: 1 " =30'
\
M
lon -\
oumllmgoh'lh 11101111111111
1. ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR, JOHNSTON COUNTY, AND TOWN OF
CLAYTON STANDARDS AND SPECIFICATIONS.
3. CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL ENGINEER,
AS APPROPRIATE.
4. CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY FOUNDATION DRAIN SYSTEMS.
5. SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB (TOC) ELEVATION. ELEVATIONS ON
STORM DRAINAGE TABULATIONS (SEE DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EOP) ELEVATION.
6. ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE LABELED "NO DUMPING DRAINS TO
STREAM ". SEE TOWN OF CLAYTON STANDARD FOR ACTUAL LANGUAGE.
7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
8. PROPOSED BMP COMPLIES WITH NCDENR AND JOHNSTON COUNTY STORMWATER ORDINANCE.
9. THIS SITE IS ANTICIPATED TO BE A BALANCE EARTHWORK SITE. IN THE EVENT MATERIAL IS TAKEN
OFF -SITE OR RECEIVED FROM AN OFF -SITE SOURCE, NCDENR MUST BE NOTIFIED AND THE MATERIAL
MUST ORIGINATE FROM A PERMITTED FACILITY.
10. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A 2% CROSS SLOPE UNLESS OTHERWISE INDICATED.
SIDEWALKS SHALL SLOPE AWAY FROM BUILDINGS WHERE APPLICABLE.
11. FILL MATERIAL SHALL BE PREDOMINANTLY GRANULAR AND FREE OF ORGANIC MATTER AND DEBRIS. THE
MATERIALS RECOMMENDED FOR USE AS FILL SHALL BE OF LOW TO MODERATE PLASTICITY (PI<25,
LL<50). THE FILL SHALL EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 90 LB /CF PER STANDARD
PROCTOR (ASTM D 698).
12. STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8" LOOSE THICKNESS AND SHOULD BE
COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR MAXIMUM DRY DENSITY. THE FINAL LIFT (8 ")
SHALL BE COMPACTED TO 100% MAX DRY DENSITY (STANDARD PROCTOR).
13. ISOLATED AREAS REQUIRING COMPACTION UTILIZING A HAND TAMPER OR WALK- BEHIND ROLLER SHALL BE
LIMITED TO MAXIMUM LOOSE LIFT THICKNESS OF 4 ".
14. WHILE COMPACTING ADJACENT TO BELOW -GRADE WALLS, HEAVY COMPACTION EQUIPMENT OPERATED
PARALLEL TO THE LONG AXIS OF THE WALL SHOULD MAINTAIN A MINIMUM HORIZONTAL DISTANCE OF 5'
FROM THE WALL WITHIN THE INITIAL 5' OF FILL DEPTH AND AN ADDITIONAL 1:1 ABOVE THIS LEVEL.
SMALLER MANUAL /WALK- BEHIND /REMOTE - CONTROLLED COMPACTION EQUIPMENT SHOULD BE USED FROM
THE WALL FACE TO A DISTANCE OF 5' FROM THE WALL TO REDUCE THE POTENTIAL FOR STRUCTURAL
DAMAGE FROM HEAVIER COMPACTION EQUIPMENT. DURING CONSTRUCTION OF RETAINING WALLS, HEAVIER
CONSTRUCTION EQUIPMENT SHOULD NOT BE OPERATED WITHIN AT LEAST 10' OF THE WALL FOR THE
INITIAL 5' OF FILL DEPTH AND AN ADDITIONAL 1:1 ABOVE THIS LEVEL.
15. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE MEASURES EMINATING FROM THE EXISTING RETAINING
WALL AND EXTEND SUCH MEASURES THROUGH THE NEWLY PLACED FILL FOR THE PROPOSED RETAINING
WALL. THESE DRAINAGE MEASURES SHOULD DAYLIGHT AT THE NEW RETAINING WALL FACE. COORDINATE
WITH RETAINING WALL DESIGNER AS APPROPRIATE.
16. COMPACTION EQUIPMENT IN THE VICINITY OF THE EXISTING RETAINING WALL SHOULD BE LIMITED TO
STATIC MEASURES TO AVOID DAMAGE THAT MAY RESULT FROM VIBRATORY EQUIPMENT.
17. CONTRACTOR SHALL PLAN FOR A 3 WEEK SETTLEMENT PERIOD BEFORE INSTALLING PROPOSED PAVEMENT
ON THE FILL AREAS. SETTLEMENT SHALL BE MONITORED WITH SETTLEMENT PLATES AND COORDINATED
WITH A GEOTECHNICAL ENGINEER.
1. SEE BUFFER IMPACT TABLES ON THIS SHEET FOR PROPOSED PERMANENT AND TEMPORARY NEUSE
BUFFER IMPACTS.
2. TEMPORARY BUFFER IMPACTS WILL BE RE- VEGETATED WITH APPROPRIATE SHRUBS AND TREES AFTER
CONSTRUCTION COMPLETION.
3. PERMANENT BUFFER IMPACTS ASSOCIATED WITH THE TRUCK DOCK EXPANSION (AREA B2) ARE SUBJECT
TO MITIGATION. IMPACTS FOR AREAS B1 AND B3 ARE ALLOWABLE WITHOUT MITIGATION.
4. BUFFER IMPACTS ASSOCIATED WITH THE FENCE CLEARING AND INSTALLATION (AREA B3) ARE NECESSARY
TO MEET PERIMETER SECURITY REQUIREMENTS IMPOSED ON THE FACILITY DUE TO THE HEALTH -CARE
NATURE OF THE PRODUCTS PRODUCED.
5. ADDITIONAL STORMWATER IMPACTS TO THE BUFFER ARE NOT PROPOSED FOR THIS PROJECT. ALL
STORMWATER COLLECTED WILL BE CONVEYED TO THE EXISTING STORMWATER MANAGEMENT DEVICES VIA
THE EXISTING ENCLOSED SYSTEM. AS A RESULT, NO NEW DISCHARGES TO THE BUFFER ARE PROPOSED.
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
SCALE: 1 IN = 30 FT
30' 15' 0 30' 60'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
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