20150702 Ver 1_More Info Received_20150720 (2)

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TOWN OF CLAYTON 1 0 L,
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED TO THE TOWN OF CLAYTON ON JULY 1, 2015
GENERAL NOTES: 0
1. TOPOGRAPHICAL DATA PERFORMED BY TAYLOR LAND CONSULTANTS. SITE BENCHMARK "NOVO 1 " LOCATED APPROXIMATELY 37. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS z
INDEX 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. '/�
C -00 COVER SHEET FACILITIES. IES. THE OWNER BEFORE
SHALL PAYSALLRBCOSTS IN CONNECTION WITH ALTERATION ADJUSTING
RELOCATONCONNECTING
ANYTOEX EXISTING 38 DETERMINES SHALL
RED INCLUDE
TO IPERFORM CONTRACT
PRICE THE
REMOVAL AND EXCESS TOPSOIL HE �/
C -01 EX /STING CONDITIONS PLAN 3. ALL EXICAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 39. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED /NECESSARY SHEETING, O
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
SITE C -02 CONSTRUCT /ON ACCESS PLAN 5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF REGULATIONS PURSUANT THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. NOVO K, JOHNSTON cc
4 OFF -SITE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL. COUNTY, TOWN OF CLAYTOO N &CURRY ENGINEERING GROUP ACCEPT NO RESPONSIBILITY FOR THE DEESIGN SIGN TO INSTALL
s�� C -03 DEMOL /TON PLAN 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
CONTRACTORS SHALL DIG WITH EXTREME CAUTION. OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
C -04 MASTER PLAN 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE 41. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF
ABOUT THE PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING. NORTH CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND TOWN OF CLAYTON. Uj
C -05 SITE / UTILITY 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.
9. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL 43. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF
RM R° C -06 GRADING /DRAINA GE PLAN CENTER AT LEAST 48 HOURS PRIOR TO DIGGING ® 1.800.632.4949. TAYLOR LAND CONSULTANTS HAS ONLY LOCATED THE THE WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & TOWN OF Uj
FP UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE CLAYTON.
QON APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY 44. TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
C -07 EROS /ON CONTROL PHASE / �
70 UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
Bus 10. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. (APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING p C -08 EROSION CONTROL PHASE /I 11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND /OR LOCAL STANDARDS IMPOSED BY LOCAL DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE co �/J
DIRECTLY TO THE CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER. - -THE TESTING SERVICE WILL
A P `"�� C -09 S TORMWA TER WETLAND I 12. ALLI CONSOTRUCONSTRUCT ION AOND MATERIALS SHALOLF
MEET TOWN OF CLAYTON PUBLIC UTILITY SPECIFICATIONS AND STANDARDS, CLASSIFY PROPOSED ON -SITE AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND
P BEST LATEST EDITION. ALL WORK WITHIN NCDOT RIGHT -OF -WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT. TO PERFORM REQUIRED FIELD AND LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE ca ct
� DR D -01 SITE DETAILS / 13. ALL CONCRETE PIPE IS TO WI ASTM C -76, CLASS III WITH RAM -NEE. STRUCTURAL DRAWINGS). - -IN PAVED AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE W
p� FIELD DENSITY TEST FOR EACH 2 14. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP #: 3720167800J C SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. A TEST SHOULD FAIL
T
G� D -02 RETAINING WALL PLAN & PROF /LE 15. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE BOUNDARY TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL O
PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
D -03 RETAINING WALL DETAILS 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 -
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH LESS Q
D -04 DRAINAGE DETAILS I RIGHT -OF -WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE THAN TWO TESTS ALONG A WALL FACE. A TEST SHOULD FAIL MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. RE- COMPACT THAT LAYER. THE SOIL TESTING NG SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S
D -05 DRAINAGE DETAILS II 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.
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 O
D -06 EROS /ON CONTROL DETAILS / CONTRACTOR. AREAS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND
VICINITY MAP 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
D -07 EROS /ON CONTROL DETAILS /I TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY TO 100% MAXIMUM DRY DENSITY.
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
NOT TO SCALE TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES AROUND THE BUILDING STRUCTURE.
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 O
CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE ACCEPT RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO
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,
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.
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 O
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
(PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE BE PROVIDED AND MAINTAINED.
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
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
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
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
MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. IS RELEASED FROM THE SITE.
21. LIGHTS ARE LEASED AND SUPPLIED BY PROGRESS ENERGY. 50. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY
SITE INFORMAT ION 22. PROPERTY IS TO BE SERVED BY THE TOWN OF CLAYTON. LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER /SEWER PERMITS, ETC.
LOCATION: 3612 POWHATAN RD. GOVERNING AGENCIES: UTILITY AGENCIES: FRONTAGES AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL JOHNSTON COUNTY, TOWN OF CLAYTON AND NCDENR STANDARDS
CLAYTON, NC 27527 PLANNING /ZONING /LANDSCAPE: WATER /SEWER: VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS. AND SPECIFICATIONS.
TOWN: CLAYTON ETJ TOWN OF CLAYTON TOWN OF CLAYTON 24. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
COUNTY- JOHNSTON PLANNING DEPT. ENGINEERING DEPT. MATERIALS.
111 EAST SECOND ST. 111 EAST SECOND ST. 25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF -SITE, UNLESS OTHERWISE DIRECTED BY THE
PIN: 167804 -41 -9237 CLAYTON, NC 27520 CLAYTON, NC 27520 OWNER.
TAX ID: 05E9901OG 919 - 553 -1545 919- 553 -1545 26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
CONTACT: MS. EMILY BEDDINGFIELD, AICP CONTACT: MR. JOHN McCULLEN, II, PE A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
DB /PG 03834/0908 B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
NCDENR -DWQ SEWER: C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE. R R R
ZONING:(EXISTING /PROPOSED) I -1/I -1 STORMWATER /EROSION CONTROL: PEPAED 1 l 1 l FO
N
ACREAGE: 53.08 AC (2,312,174 SF) JOHNSTON COUNTY NCDENR RALEIGH 27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
PUBLIC UTILITIES DEPT. REGIONAL OFFICE 28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH. A \ N
BUILDING SETBACKS: 3800 BARRETT DRIVE 29. ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER. BEFORE YOU DIG a O
309 E. MARKET ST. RALEIGH, NC 27609
STREET /FRONT 50' SMITHFIELD, NC 27577 30. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED. CALL TOLL FREE
919- 791 -4200 31. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
SIDE INTERIOR (ABUTTING RESIDENTIAL) 30' 919- 938 -4717 1 800 632 4949
CONTACT: MR. BARRY HERZBERG
SIDE STREET 30' CONTACT: CARLOS BAGLEY 32. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE
NCDENR- PUBLIC WATER SUPPLY: FEDERAL REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, Co
REAR 40' ENGINEERING: NCDENR 1992. FOR ADDITIONAL INFORMATION, REFER TO THE NC STATE BUILDING CODE VOLUME 1 -C, "MAKING BUILDINGS AND o o
TOWN OF CLAYTON PUBLIC WATER SUPPLY SECTION FACILITIES ACCESSIBLE TO THE USEABLE BY THE PHYSICALLY HANDICAPPED ", 1991 EDITION. ALL STREET RETURNS TO u V
BUILDING STANDARDS: ENGINEERING DEPT. 1634 MAIL SERVICE CENTER HAVE H.C. RAMPS.
MAX BUILDING HT 50' 111 EAST SECOND ST. RALEIGH, NC 27699 33. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND /OR Co o
CLAYTON, NC 27520 919- 715 -3226 ° N
MAX BUILDING COVERArF 50% OWNER. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND /OR OWNER WILL BE THE RESPONSIBILITY
919 - 553 -1545 CONTACT: MR. SIRAJ COHEN, PE OF THE CONTRACTOR. Lo Lo
MAX IMPERVIOUS SURFACE CONTACT: MR. JOHN McCULLEN, II, PE "' Lo
WATERSHED OVERLAY 70% ELECTRIC 34. ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4 MINIMUM OF TOPSOIL, FREE OF ROOT
PROGRESS ENERGY BUSINESS MATTER AND ROCKS AND GRASSED. n 0VO nordisk V
SERVICES 35. CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND /OR CURB AND GUTTER
PO BOX 1551 IS TO BE REMOVED. NORTH CAROLINA
LOT STANDARDS: RALEIGH, NC 27602 36. THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION ONE -CALL CENTER
0 919- 481 -6171 OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED. Novo Nordisk Pharmaceutical S ° b
MIN. LOT AREA 20,000 SF CONTACT: TOM UNDERHILL
C? MIN. LOT WIDTH 100' TELEPHONE Industries, Inc.
w RALEIGH, NC s _
OVERLAY DISTRICTS WATERSHED PROTECTION AT &T w �' o
OVERLAY (REF. TOC 155.501) 877-253-0009 LEIGH, C y�
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z NATURAL GAS z
PARKING REQUIREMENTS
PSNC ENERGY - SCANA
w PO BOX 100256 Owner: Surveying: Civil Engineering:
EXISTING BUILDING (INCLUDING FP EXPANSION): COLUMBIA, SC 29202
Q MANUFACTURING / WAREHOUSE = 349,910 SF © 1/1000 SF GFA 919 - 367 -2728
350 REQUIRED CONTACT: MIKE KASOPSKY
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OFFICE = 135,464 SF @ 1/300 SF GFA Novo Nordisk Pharmaceutical Industries, Inc. Taylor Land Consultants The Curry Engineering Group, PLLC
m = 452 REQUIRED IMPERVIOUS AREAS
MECHANICAL = 30,725 SF => NO PARKING REQUIREMENT 3612 Powhatan Rd. 5448 Apex Peakway, Suite 165 NC License # P -0799
EXIST. BUILDINr 308,754 SF (7.09 AC)
o
Z TOTAL REQUIRED = 802 SPACES EXIST. PAVEMENT /SIDEWALK 450,866 SF (10.35 AC) Clayton, NC 27527 Apex, NC 27502 PO Box 2018
o EXISTING TOTAL PARKING SPACES ACROSS ENTIRE SITE - 539 EXIST. NATURAL /LANDSCAPED AREAS-- 1,552,554 SF (35.64 AC) 919.550.2200 (0) 919.801.1104 (o) 205 S. Fuquay Ave SEAL
z - EXIST. % IMPERVIOUS 32.9% Contact: Jody 19.337.7998 m Fuq Vari NC 27526
o Y Bur g art ( ) q ua y na f l,1�'� +,�4l9eAp)!Ir z
PROP. PAVEMENT /SIDEWALK 49,161 SF (1.13 AC) jobu @novonordisk.com Contact: Jeremy Taylor, PL$ 919.552.0849 (o) ��€�
TOTAL BUILDING 308,754 SF (7.09 AC) (13.4 %) [e-mail] 919.880.9857 (m)pF ' z
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Contact: Don Curry, P.E.
co � TOTAL PVMT /SIDEWALK 500,027 SF (11.48 AC) (21.6 %) C3
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N TOTAL NATURAL /LANDSCAPED AREAS 1,503,393 SF (34.51 AC) don @curryeng.com �� 02G97 = z
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"' PROPOSED TOTAL % IMPERVIOUS 35.0%
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13RIDGE CROSSING LO to
"1 04
LO
Li
TOWN OF CLAYTON 1 0 L,
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED TO THE TOWN OF CLAYTON ON JULY 1, 2015
GENERAL NOTES: 0
1. TOPOGRAPHICAL DATA PERFORMED BY TAYLOR LAND CONSULTANTS. SITE BENCHMARK "NOVO 1 " LOCATED APPROXIMATELY 37. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS z
INDEX 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. '/�
C -00 COVER SHEET FACILITIES. IES. THE OWNER BEFORE
SHALL PAYSALLRBCOSTS IN CONNECTION WITH ALTERATION ADJUSTING
RELOCATONCONNECTING
ANYTOEX EXISTING 38 DETERMINES SHALL
RED INCLUDE
TO IPERFORM CONTRACT
PRICE THE
REMOVAL AND EXCESS TOPSOIL HE �/
C -01 EX /STING CONDITIONS PLAN 3. ALL EXICAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 39. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED /NECESSARY SHEETING, O
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
SITE C -02 CONSTRUCT /ON ACCESS PLAN 5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF REGULATIONS PURSUANT THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. NOVO K, JOHNSTON cc
4 OFF -SITE BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL. COUNTY, TOWN OF CLAYTOO N &CURRY ENGINEERING GROUP ACCEPT NO RESPONSIBILITY FOR THE DEESIGN SIGN TO INSTALL
s�� C -03 DEMOL /TON PLAN 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
CONTRACTORS SHALL DIG WITH EXTREME CAUTION. OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
C -04 MASTER PLAN 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE 41. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF
ABOUT THE PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING. NORTH CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND TOWN OF CLAYTON. Uj
C -05 SITE / UTILITY 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.
9. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL 43. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF
RM R° C -06 GRADING /DRAINA GE PLAN CENTER AT LEAST 48 HOURS PRIOR TO DIGGING ® 1.800.632.4949. TAYLOR LAND CONSULTANTS HAS ONLY LOCATED THE THE WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & TOWN OF Uj
FP UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE CLAYTON.
QON APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY 44. TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
C -07 EROS /ON CONTROL PHASE / �
70 UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
Bus 10. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. (APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING p C -08 EROSION CONTROL PHASE /I 11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND /OR LOCAL STANDARDS IMPOSED BY LOCAL DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE co �/J
DIRECTLY TO THE CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER. - -THE TESTING SERVICE WILL
A P `"�� C -09 S TORMWA TER WETLAND I 12. ALLI CONSOTRUCONSTRUCT ION AOND MATERIALS SHALOLF
MEET TOWN OF CLAYTON PUBLIC UTILITY SPECIFICATIONS AND STANDARDS, CLASSIFY PROPOSED ON -SITE AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND
P BEST LATEST EDITION. ALL WORK WITHIN NCDOT RIGHT -OF -WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT. TO PERFORM REQUIRED FIELD AND LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE ca ct
� DR D -01 SITE DETAILS / 13. ALL CONCRETE PIPE IS TO WI ASTM C -76, CLASS III WITH RAM -NEE. STRUCTURAL DRAWINGS). - -IN PAVED AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE W
p� FIELD DENSITY TEST FOR EACH 2 14. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAP. FEMA COMMUNITY MAP #: 3720167800J C SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. A TEST SHOULD FAIL
T
G� D -02 RETAINING WALL PLAN & PROF /LE 15. ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY FOR ACTUAL SITE BOUNDARY TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE- COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL O
PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE
D -03 RETAINING WALL DETAILS 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 -
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH LESS Q
D -04 DRAINAGE DETAILS I RIGHT -OF -WAY. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE THAN TWO TESTS ALONG A WALL FACE. A TEST SHOULD FAIL MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. RE- COMPACT THAT LAYER. THE SOIL TESTING NG SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S
D -05 DRAINAGE DETAILS II 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.
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 O
D -06 EROS /ON CONTROL DETAILS / CONTRACTOR. AREAS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND
VICINITY MAP 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
D -07 EROS /ON CONTROL DETAILS /I TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY TO 100% MAXIMUM DRY DENSITY.
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
NOT TO SCALE TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES AROUND THE BUILDING STRUCTURE.
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 O
CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE ACCEPT RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO
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,
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.
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 O
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
(PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE BE PROVIDED AND MAINTAINED.
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
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
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
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
MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. IS RELEASED FROM THE SITE.
21. LIGHTS ARE LEASED AND SUPPLIED BY PROGRESS ENERGY. 50. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY
SITE INFORMAT ION 22. PROPERTY IS TO BE SERVED BY THE TOWN OF CLAYTON. LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER /SEWER PERMITS, ETC.
LOCATION: 3612 POWHATAN RD. GOVERNING AGENCIES: UTILITY AGENCIES: FRONTAGES AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL JOHNSTON COUNTY, TOWN OF CLAYTON AND NCDENR STANDARDS
CLAYTON, NC 27527 PLANNING /ZONING /LANDSCAPE: WATER /SEWER: VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS. AND SPECIFICATIONS.
TOWN: CLAYTON ETJ TOWN OF CLAYTON TOWN OF CLAYTON 24. REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
COUNTY- JOHNSTON PLANNING DEPT. ENGINEERING DEPT. MATERIALS.
111 EAST SECOND ST. 111 EAST SECOND ST. 25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF -SITE, UNLESS OTHERWISE DIRECTED BY THE
PIN: 167804 -41 -9237 CLAYTON, NC 27520 CLAYTON, NC 27520 OWNER.
TAX ID: 05E9901OG 919 - 553 -1545 919- 553 -1545 26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
CONTACT: MS. EMILY BEDDINGFIELD, AICP CONTACT: MR. JOHN McCULLEN, II, PE A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
DB /PG 03834/0908 B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
NCDENR -DWQ SEWER: C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE. R R R
ZONING:(EXISTING /PROPOSED) I -1/I -1 STORMWATER /EROSION CONTROL: PEPAED 1 l 1 l FO
N
ACREAGE: 53.08 AC (2,312,174 SF) JOHNSTON COUNTY NCDENR RALEIGH 27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
PUBLIC UTILITIES DEPT. REGIONAL OFFICE 28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH. A \ N
BUILDING SETBACKS: 3800 BARRETT DRIVE 29. ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER. BEFORE YOU DIG a O
309 E. MARKET ST. RALEIGH, NC 27609
STREET /FRONT 50' SMITHFIELD, NC 27577 30. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED. CALL TOLL FREE
919- 791 -4200 31. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
SIDE INTERIOR (ABUTTING RESIDENTIAL) 30' 919- 938 -4717 1 800 632 4949
CONTACT: MR. BARRY HERZBERG
SIDE STREET 30' CONTACT: CARLOS BAGLEY 32. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE
NCDENR- PUBLIC WATER SUPPLY: FEDERAL REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, Co
REAR 40' ENGINEERING: NCDENR 1992. FOR ADDITIONAL INFORMATION, REFER TO THE NC STATE BUILDING CODE VOLUME 1 -C, "MAKING BUILDINGS AND o o
TOWN OF CLAYTON PUBLIC WATER SUPPLY SECTION FACILITIES ACCESSIBLE TO THE USEABLE BY THE PHYSICALLY HANDICAPPED ", 1991 EDITION. ALL STREET RETURNS TO u V
BUILDING STANDARDS: ENGINEERING DEPT. 1634 MAIL SERVICE CENTER HAVE H.C. RAMPS.
MAX BUILDING HT 50' 111 EAST SECOND ST. RALEIGH, NC 27699 33. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND /OR Co o
CLAYTON, NC 27520 919- 715 -3226 ° N
MAX BUILDING COVERArF 50% OWNER. ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND /OR OWNER WILL BE THE RESPONSIBILITY
919 - 553 -1545 CONTACT: MR. SIRAJ COHEN, PE OF THE CONTRACTOR. Lo Lo
MAX IMPERVIOUS SURFACE CONTACT: MR. JOHN McCULLEN, II, PE "' Lo
WATERSHED OVERLAY 70% ELECTRIC 34. ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4 MINIMUM OF TOPSOIL, FREE OF ROOT
PROGRESS ENERGY BUSINESS MATTER AND ROCKS AND GRASSED. n 0VO nordisk V
SERVICES 35. CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND /OR CURB AND GUTTER
PO BOX 1551 IS TO BE REMOVED. NORTH CAROLINA
LOT STANDARDS: RALEIGH, NC 27602 36. THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION ONE -CALL CENTER
0 919- 481 -6171 OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED. Novo Nordisk Pharmaceutical S ° b
MIN. LOT AREA 20,000 SF CONTACT: TOM UNDERHILL
C? MIN. LOT WIDTH 100' TELEPHONE Industries, Inc.
w RALEIGH, NC s _
OVERLAY DISTRICTS WATERSHED PROTECTION AT &T w �' o
OVERLAY (REF. TOC 155.501) 877-253-0009 LEIGH, C y�
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z NATURAL GAS z
PARKING REQUIREMENTS
PSNC ENERGY - SCANA
w PO BOX 100256 Owner: Surveying: Civil Engineering:
EXISTING BUILDING (INCLUDING FP EXPANSION): COLUMBIA, SC 29202
Q MANUFACTURING / WAREHOUSE = 349,910 SF © 1/1000 SF GFA 919 - 367 -2728
350 REQUIRED CONTACT: MIKE KASOPSKY
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OFFICE = 135,464 SF @ 1/300 SF GFA Novo Nordisk Pharmaceutical Industries, Inc. Taylor Land Consultants The Curry Engineering Group, PLLC
m = 452 REQUIRED IMPERVIOUS AREAS
MECHANICAL = 30,725 SF => NO PARKING REQUIREMENT 3612 Powhatan Rd. 5448 Apex Peakway, Suite 165 NC License # P -0799
EXIST. BUILDINr 308,754 SF (7.09 AC)
o
Z TOTAL REQUIRED = 802 SPACES EXIST. PAVEMENT /SIDEWALK 450,866 SF (10.35 AC) Clayton, NC 27527 Apex, NC 27502 PO Box 2018
o EXISTING TOTAL PARKING SPACES ACROSS ENTIRE SITE - 539 EXIST. NATURAL /LANDSCAPED AREAS-- 1,552,554 SF (35.64 AC) 919.550.2200 (0) 919.801.1104 (o) 205 S. Fuquay Ave SEAL
z - EXIST. % IMPERVIOUS 32.9% Contact: Jody 19.337.7998 m Fuq Vari NC 27526
o Y Bur g art ( ) q ua y na f l,1�'� +,�4l9eAp)!Ir z
PROP. PAVEMENT /SIDEWALK 49,161 SF (1.13 AC) jobu @novonordisk.com Contact: Jeremy Taylor, PL$ 919.552.0849 (o) ��€�
TOTAL BUILDING 308,754 SF (7.09 AC) (13.4 %) [e-mail] 919.880.9857 (m)pF ' z
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Contact: Don Curry, P.E.
co � TOTAL PVMT /SIDEWALK 500,027 SF (11.48 AC) (21.6 %) C3
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N TOTAL NATURAL /LANDSCAPED AREAS 1,503,393 SF (34.51 AC) don @curryeng.com �� 02G97 = z
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novo nor disk °
Novo Nordisk Pharmaceutica
Industries, Inc.
EXISTING BUILDING
NOVO NORDISK
FP EXPANSION
92,344 SF
FFE= 293.09
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
r /
DEMOLITION NOTES
1. ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION
THAT MAY BE OF INTEREST OR VALUE TO THE OWNER SHALL REMAIN
THE OWNER'S PROPERTY. COORDINATE PROCEDURE FOR REMOVAL AND
SALVAGE WITH OWNER.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE - DEMOLITION
PHOTOGRAPHS AND /OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF
ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TO ANY
DEMOLITION WORK.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH GOVERNING
EPA REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF
LOCAL JURISDICTION, INCLUDING OBTAINING ALL REQUIRED PERMITS.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT
UN- ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED.
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND
REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS
MATERIALS.
5. CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING,
DISCONNECTING, AND SEALING OR CAPPING UTILITIES SERVING
BUILDINGS AND STRUCTURES TO BE DEMOLISHED.
6. UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL INCLUDE
REMOVAL OF EXISTING OBJECTS OR IMPROVEMENTS (WITH THE
EXCEPTION OF TREES) THAT WOULD INTERFERE WITH PROGRESS OR
COMPLETION OF PROPOSED WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL DURING
DEMOLITION.
8. CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO
COMMENCEMENT OF DEMOLITION ACTIVITIES.
9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE
THAT UTILITY SERVICES OF ADJOINING PROPERTIES ARE NOT DISTURBED
DURING SITE DEMOLITION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL OFFSITE
IMPROVEMENTS DURING DEMOLITION AND COORDINATING RELOCATION OF
ANY UTILITY SERVICES DISRUPTED BY DEMOLITION ACTIVITIES.
11. PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED BASE
COURSE AND CURBING.
12. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE COMMENCING
DEMOLITION ACTIVITIES.
13. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY
DISCREPANCIES OR CONFLICTS ARISE.
14. REMOVE ALL EXISTING STRUCTURES INCLUDING FOUNDATIONS.
15. REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED
FOR INSTALLATION OF NEW WORK.
16. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION
AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
17. CONTRACTOR SHALL CONTACT NEW CONNECTIONS PRIOR TO ANY
DEMOLITION TO INSURE EXISTING WATER AND SANITARY SEWER
DISCONNECTS ARE HANDLED ACCORDING TO HARNE17 COUNTY
GUIDELINES.
18. SEE SITE /UTILITY PLAN & GRADING /DRAINAGE PLAN FOR PROPOSED
MODIFICATIONS TO UTILITIES & DRAINAGE STRUCTURES.
19. THE PROPER PROCEDURE FOR COMPACTED SOIL REMEDIATION IS AS
FOLLOWS (REQUIRED IN FORMER PVMT /BLDG AREAS TO RECEIVE
LANDSCAPING):
A. REMOVE ALL IMPERVIOUS SURFACES FROM THE SUBJECT AREA.
B. TILL THE AREA TO A DEPTH OF 12" BELOW THE TOP OF
COMPACTED SUBGRADE.
C. SUITABLE RATES AND TYPES OF SOIL AMENDMENTS SHOULD BE
DETERMINED THROUGH SOIL TESTS. LIMESTONE AND FERTILIZER
SHOULD BE APPLIED UNIFORMLY DURING SEEDBED PREPARATION AND
MIXED WELL WITH THE TOP 4 TO 6 INCHES OF SOIL.
20. CAP BOTH ENDS OF ABANDONDED PIPE WITH A 1' CONCRETE
PLUG. SEE SHEET D -05 FOR DETAIL.
21. CONTACT ELECTRIC UTILITY PROVIDER FOR LIGHT RELOCATION.
22. OPEN BURNING IS NOT PERMITTED WITHIN TOWN LIMITS.
23. PORTION OF SEGMENTAL RETAINING WALL TO BE REMOVED IS LIMITED
TO THE CAPPING STONE ON THE TOP OF THE WALL. THE REMAINDER
OF THE WALL MAY REMAIN IN PLACE AND INTACT WITH FILL INSTALLED
AGAINST THE WALL FACE.
24. CONTRACTOR SHALL TAKE EXTRA CARE DURING CLEARING AND
GRUBBING OPERATIONS TO AVOID DAMAGING EXISTING RETAINING WALL
DURING TREE AND ROOT REMOVAL.
DEMOLITION NOTES:
1. DEMOLITION OF PAVEMENT INCLUDES REMOVAL OF PAVEMENTS & BASE
COURSE BENEATH & CURB.
2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE COMMENCING
DEMOLITION ACTIVITIES.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY
DISCREPANCIES OR CONFLICTS ARISE.
4. COORDINATE LIGHT POLE REMOVAL WITH DUKE ENERGY PROGRESS.
DEMOLITION LEGEND
INDICATES PAVEMENT TO BE
REMOVED
SCALE: 1 IN = 30 FT
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MASTER PLAN NOTES:
1. 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. I
3. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE APPROVAL THE FUTURE ;
MAINTENANCE BUILDING EXPANSION & ASSOCIATED INFRASTRUCTURE. I
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CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
r /
SITE / UTILITY NOTES:
1. ALL PROPOSED SITE LIGHTING SHALL COMPLY WITH TOWN OF CLAYTON
LIGHTING ORDINANCE. PROPOSED LIGHTING IS LEASED AND PROVIDED BY
DUKE ENERGY PROGRESS.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY
PERMITS AND /OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.
3. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH TOWN OF
CLAYTON, JOHNSTON COUNTY, AND NCDENR STANDARDS, AS APPLICABLE.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING
BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID.
6. ALL U/G ELECTRICAL CONDUITS ARE TO HAVE MINIMUM 24" COVER. GAS,
TELEPHONE AND CABLE LINES SHALL HAVE MINIMUM COVER AS DETERMINED
BY SERVICE COMPANY.
7. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO BEGINNING CONSTRUCTION. EXISTING CONDITIONS SHOWN ARE
BASED UPON FIELD SURVEY.
8. ALL ASPHALT EDGES SHALL BE SAWCUT TO PROVIDE A GOOD LONGITUDINAL
JOINT. MILL 1.5 FEET AT 1.5" MINIMUM DEPTH TO PROVIDE A LONGITUDINAL
LAP JOINT FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A
PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE
PAVED /RESURFACED.
9. APRE- CONSTRUCTION MEETING WITH THE TOWN OF CLAYTON IS REQUIRED
PRIOR TO CONSTRUCTION.
SITE / UTILITY LEGEND
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NOVO NORDISK
FP EXPANSION
92,344 SF
FFE= 293.09
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
r /
SITE / UTILITY NOTES:
1. ALL PROPOSED SITE LIGHTING SHALL COMPLY WITH TOWN OF CLAYTON
LIGHTING ORDINANCE. PROPOSED LIGHTING IS LEASED AND PROVIDED BY
DUKE ENERGY PROGRESS.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY
PERMITS AND /OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.
3. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH TOWN OF
CLAYTON, JOHNSTON COUNTY, AND NCDENR STANDARDS, AS APPLICABLE.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING
BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID.
6. ALL U/G ELECTRICAL CONDUITS ARE TO HAVE MINIMUM 24" COVER. GAS,
TELEPHONE AND CABLE LINES SHALL HAVE MINIMUM COVER AS DETERMINED
BY SERVICE COMPANY.
7. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO BEGINNING CONSTRUCTION. EXISTING CONDITIONS SHOWN ARE
BASED UPON FIELD SURVEY.
8. ALL ASPHALT EDGES SHALL BE SAWCUT TO PROVIDE A GOOD LONGITUDINAL
JOINT. MILL 1.5 FEET AT 1.5" MINIMUM DEPTH TO PROVIDE A LONGITUDINAL
LAP JOINT FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A
PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE
PAVED /RESURFACED.
9. APRE- CONSTRUCTION MEETING WITH THE TOWN OF CLAYTON IS REQUIRED
PRIOR TO CONSTRUCTION.
SITE / UTILITY LEGEND
SCALE: 1 IN = 30 FT
30' 15' 0 30' 60'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
SEAL
p�y'2.6 9 T C
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STORMWATER LINE
HEAVY -DUTY PAVEMENT
- r
SPILL LIP
,,,
❑®,,,,,
CURB INLET
�-
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MEMEL �c / // / / /// /� , WETLAND #1
STORMWATER �\ Ex. Treelin / 1) I \ Ex.
\ WETLAND #2 \ '�
�� �
III :zz� _� _ ��;- �;�� ��` �\ \ \IIII II / l i I �/ / / \_- _ _�•
Edge of av�me MSE RETAINING WALL. 2go �-
g INSTALL DOGHOUSE CB \ -
\ ON EXISTING 18 RCP I SEE DETAILS
\ \ ��� \ \\ \ 14 _I - " RCP I \/X .
Qw: \ \ \ \\ 300 LF 18° RCP ®0.40% v- 27 .4�j -
�\ REMAIN - - - -
- � � s i i . r
, , X , r X, �1 X- -'X ; X I X / , X \X _ _
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\ - - 11 :,
\ / Ex. Curb 1 let \
5 \ \ \ \\ \ / / T /C: 287 36
1 1 \ \ \ \ \ �` Inv In s"): 278.86 0 \
'\ �/ EX -1 Inv In �5 "): 280.96 N , 6'
Inv In i5"): 280.91
/ \ - < 1 \ \ \ I 1 1 ` \ \ \ \ \ \\ / 1 / l / ( / / ' \ 0 t 36 ",)• 7.9 76 l l
RCP ®8.00%
/ / \
\/ l
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/ r-c - - -- \ W4'\ \ 0 111 I I l 0 ��
\ / \ W3 \\ \ \2 8. 7 VIII I I I I I / N N TW= /285.56
>\ \ \ \� �\ VIII I I I I l N / Bw 281.3
A,�� ' � i\ V v v� IIII �
\ \ CONVERT EXISTING DROP INLET G6� \ \
TO MAHNOLE �, \I I I E1 I \ \\ \ \
/ X l NEW -TOP TION = 283.13 1 \ \ \
UP ° o - TW= 284.00
1 1 \ BW= 276.00
C CONVERT EXISTING DROP INLET
W TOP ELEVATION TO MAHNOLE
\ NE ELEV O 0 N 283.61 1
e� 100 LF 18" RCP 3114 ry'< \ `� I I I I \\ ` \ \-� J
- w X i \ \ 1 I 1 I I 11\ ✓> �%� I I
W \ - 128 .2 4NSTA 36� THINK
�w / = 8 . 1 1 /ll I
N1 W W �wI ) / NCDOT CL. II RIP-RAP
W . Generator OVER MIRAFI 1 ON LINER /j
I i J ,
-I , 25'Lx13.5'W / �� 87.80 Pad
W _ / / / \ I / TW= 278.21 / �// / / BW= 287.05
W / ; i� \ \
BW= 27s.7o / / / / / C 6 n t r� I I /
i' I \ \ \ \ j I /j' R P INS% OW = / S ti n Structures
9.0
ij P o _ Triple 4
� �� �
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-
VEW 4' DIA MH N � -_ - - - � -
EXISTING 18" R P ' �`7� ` - \ -
LEVATION = 284 1 �• / ,y
/ 111 / Q -- - - S ^ESC
ITAL JURISDICTIONAL i
/ 1/ / � �'� ��- � �t rm J B W � W �-- W W W � �
STREAM IMPACT: a \ \/ // o %IIN / / UU U �+ =� U e W
i FL PIPE + 25 LF / I l i l / U
)i ur ur ur II P-� �r JJ JJee u uf
J + 7 WORK AREA ; � \ \ � � � P Inv. IrT: A. N pL �P UP UP Uf
77 LF TOTAL - G (1/� I 9 / / F Y l \ `�/ O MATE 10�. EO FR I . 2 8 9. /
/ Inv. Out: 79.9 AVON "T E
45 LF 54" RCP ® 2.00% \ `� V, ) n �h R c F 1i - - -
\ S Ex. Storm JB
Rim: 287. _ fix. C�ncre _ aIk
CL In 3.1 D
sN t _V5 as
�t7�177P Q�j l x. 24" RCP Rte. .05 C��- D� -SDI<
\. \ L Inv: 283. 2 �� y
INSTALL 10' MH AT 54" �u S1 -UNDERGROUND POWER PLOTT S S S S � Sc i SS "Js �s Il nil ° I c
I ❑ JUNCTION h° FROM OTHER SOURCES Q % - T �
TOP ELEV = 285.70 (APPROXIMATE LOCATION) ��, - -� / 1 1 4.3' S' s s` Ent r r I .
C INV ELEV = 269.95 a -SS SS SS J SS J o0 t-Jj Ex. St r ��, ti 14.9 ) I 9 i i+�J2
Rim: 286 E / - _ _ `�o 1 12.3' 32.2' 38.2' lol
6 W Ex. Stui rr Ex. Storm JB -
�'� _ Rim: 286.57 / Rim: 287.06 \ �`�' Ex. Storm JB Ex. Storm Inlet \
W \ 7 cv Ex. SSCO
� � W CL Inv: 270.81 � � Rim: 291.02 Rim: 288.05
Inv. Out: 284.82CL Inv: 283.05
t Approx Inv: 288.1
2 \ S�CP Edge of Ex. Concret �� I 21.1' Ex. SSMH
f - - Ss SS /
>' SS SS - - �S Rim: 290.45 - - �5-- I
1° `'>o Inv In: 280.85 (E)
Inv In: 280.20 (W)
Ex. Cooling Towers I o � T,'� Ex. Stor JR � Inv Out: 280.00
c, Ex. Cenera, r PTT Ex. DOIlards js0 --Rim: 287.��3 N
23.8' o
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1-1 2 TIuIIJ. I / ® SDI I 0
PREPARED FOR
t so AN
novo nordisk
Novo Nordisk Pharmaceutica
Industries, Inc.
DRAINAGE
LEGEND
PROPOSED STORM DRAIN LINE
0
PROPOSED CURB INLET (CI)
FEW
PROPOSED 2'x3' INLET
PROPOSED FLARED END
SECTION (FES)
EXISTING CONTOUR
178
PROPOSED CONTOUR
za.so
PROPOSED SPOT
ELEVATION
SPILL CURB
20'
- 30' PROPOSED 6' CHAIN LINK
20' SECURITY FENCING
(NOT IN BID CONTRACT)
_ _ X
-' PROPER.
- - - X LINE
NRB ZONE 2 NRB ZONE 1
PERM. IMPACT PERM. IMPACT -
= 200 SF = 600 SF NRB ZONE 2
/ PERM. IMPACT
= 200 SF
2 BUFFER /STREAM IMPACTS
C -06 SCALE: 1 " =30'
GRADING /STORM DRAINAGE NOTES:
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.
\ \ I I I I 50' NEUSE y 50' NEUSE CONTECH PRE -CAST
\ \ \III II RIVER BUFFER RIVER BUFFER BRIDGE STRUCTURE
\ \ I II I I B1: BRIDGE
\ 1
\ ZONE TEMP. PERM.
I I I I 1 2483 3126
VAVA > I I AI I' 2 2320 2270
VA TOTAL: 4803 5396 SF
-
Jill
\ \
\ I POI TEMPORARY J
yyORK I AREA I
\\ \ I \ \ TEMPORARY IMPACT I I 1
LICK DOCK
a
B2: T D
R
ZONE l EMP.
' i
1 1313
2 64
TOTAL: 9176
/ p -j
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JURISDICTIONAL STREAM
IMPACT = 77'
i
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
V4
q
1 BUFFER /STREAM IMPACTS
C -06 SCALE: 1 " =40'
SCALE: 1 IN = 30 FT
30' 15' 0 30' 60'
SCALE IN FEET
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NOT FOR CONSTRUCTION
SEAL
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INSTALL 10" THICK 24' WIDE
/ CABC SURFACE FOR
CONSTRUCTION TRAFFIC. SEE
SHEET C -02.
/ SILT FENCE
(TYP.)
r
287
288 / CONTRACTOR TO MONITOR
28528283 ,/ /
28 CONST. TRAFFIC IMPACT TO.,
27 28 ' / / STORMWATER WETLAND
%LT ENCE OUTLET N
�,�78 2227 EMBANKMENT &
/ x) Rip
7
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2 REPAIR/
RESTORE I I I I
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/ INSTALL 3 X 15" RCP UNDER 0$
ACCESS ROAD ACROSS
/ SPILLWAY. REMOVE AT END OF
CONSTRUCTION & REPAIR
/ SPILLWAY Ex. Riser I I I I I I I I I I I I
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SILT FENCE OUTLET ti / _ I I I II II III i
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#1 I I I I I 11 III
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(TYP.)
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LIMITS OF
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\ l I 1 \ I I / / / R T /C: 287 36
INSTIL DOUBLE 0 0p / / l , Inv In s "): 27a.as rn CIO
TYP TO / / / �x S' Inv In �5 °): 280.96 N T.,
\ \ I I I \ \ PROTECT SW L D RIf�G PE / / / / / / Ex. Curb Inlet �J Inv In s°):. 97R
/ / e T /C: 287.09 v O t 3 "• \
BL C IR \\ \ INSTAL 10 //� / I / / / / Inv out: 2
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PLACE THROUGHOUT \ v \ \ \` I I \
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x. ncre a - -
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BARRIER ALONG TOP OF r Ex. RC S _�
WALL. TO REMAIN fti 29
UNDERGROUND POWER PLOTT ;L Inv: 283. -
FROM OTHER SOURCES THROUGHOUT CONSTRUCTION. SS SS 3
�} (APPROXIMATE LOCATION) (D- - -� 14.3' fs 291 al
� 14.9' S � oo • 9 J2
Ex. St r +V O0 r \
Rim: 286 E Ex. Storm JB - - 1 12.3' 32.2' 38.2'
l W Rim: 286.57 / Ex. Storm 6 p Ex. Storm JB Ex. Storm Inlet \
7i81,g7 Rim: 287.06
P O CL Inv: 270.81 - N Rim: 291.02 Rim: 288.05 Ex. SSCO
C Inv. Out: 284.82CL Inv: 283.05Approx Inv: 288.1
EX s> RC / Edge of Ex. oncre 21 .1' Ex. SSMH N
\
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PREPARED FOR
49 as as
novo n&disk
Novo Nordisk Pharmaceutica
Industries, Inc.
TEMP. SEDIMENT BASIN SCHEDULE
BASIN # TYPE DRAIN AREA MIN. L'xW'xD' WEIR LENGTH
1 SKIMMER BASIN 1.30 AC 19'x38'x3.5' 8'
2 SKIMMER BASIN 0.63 AC 14'x44'x3.5' 4'
a
C
O
F In
TEMPORARY
DIVERSION DITCH
(TYP.)
Z[61111112
X
04
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INSTALL TEMPORARY
� � 18" RCP UNDER Q a w
III, Noun CONST. ENTRANC ENTRANCE TION z U) w
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INSTALL A 1.5" FAIRCLOTH SKIMMER
WITH A 1" ORIFICE FOR DRAWDOWN
& 3 BAFFLES.
DEWATER TIME: 2.48 DAYS
INSTALL A 1.5" FAIRCLOTH SKIMMER
WITH A 1" ORIFICE FOR DRAWDOWN
& 3 BAFFLES.
DEWATER TIME: 3.09 DAYS
292
�t
�t
t
1 1 I I
1 II+I II
24" RC
S! \ C OUTLET
TEMPORARY
DIVERSION DITCH
STRAW WATTLE (TYP.)
/ 9
29,___�
1
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Inv:
EROSION CONTROL NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATIONS OF
THE ACTUAL EROSION CONTROL MEASURES THAT WILL BE INSTALLED UNDER
THIS PROJECT. DO TO THE SCALE OF THIS DRAWING, THESE MEASURES
ARE GRAPHICALLY DEPICTED BEYOND WHERE THEY WILL ACTUALLY BE
INSTALLED IN THE FIELD.
2. DIST AREA = 5.00 AC
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A
VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE & IS SUBJECT TO
A FINE.
4. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE & IS
SUBJECT TO A FINE.
5. ALL AREAS MUST BE SEEDED & MULCHED WITHIN 7 OR 14 CALENDAR DAYS.
REFER TO EROSION CONTROL DETAILS AND EROSION CONTROL ORDINANCE
FOR ADDITIONAL REQUIREMENTS.
6. CONCRETE TRUCK WASH -OUT SHALL BE PERFORMED OFF -SITE.
\ MAINTENANCE NOTES:
1. DO NOT LET ANY AREA REMAINED EXPOSED FOR MORE THAN 14
CALENDAR DAYS WITHOUT APPLYING TEMPORARY SEEDING.
2. MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED
AREAS AS NEEDED.
3. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH
RAINFALL EVENT. REPAIR AS NEEDED.
4. AT THE END OF EACH DAY'S STORM DRAINAGE OPERATION, CONSTRUCT A
TEMPORARY PIPE INLET PROTECTION DEVICE UNTIL THE NEXT DAY'S
\ \yy OPERATION CONTINUES.
5. SEDIMENT REMOVED FROM BASINS SHALL BE PERFORMED WITH TRACK HOE
FROM TOP OF EMBANKMENT. DO NOT PLACE EQUIPMENT AT BOTTOM OF
SLOPE AND DO NOT ENCROACH UPON WETLAND OR BUFFER AREAS.
EROSION
CONTROL LEGEND
LIMITS OF DISTURBED AREA
CONSTRUCTION ENTRANCE
TEMP. SED. TRAP /SKIMMER
■ ■--��
SILT FENCE
TDDTDD
TEMP. DIVERSION DITCH
j-j
BLOCK & GRAVEL
INLET PROTECTION
SILT FENCE OUTLET
STRAW WATTLE
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
+ ONE -CALL CENTER
of
r
k JJl
`I
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
SEAL
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Inv In- 980.85 (F)
PREPARED FOR
Ap •i A
novo nordisk
Novo Nordisk Pharmaceutica
Industries, Inc.
- .. ... ._ ..
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BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
ONE -CALL CENTER
r /
EROSION CONTROL NOTES:
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATIONS OF
THE ACTUAL EROSION CONTROL MEASURES THAT WILL BE INSTALLED UNDER
THIS PROJECT. DO TO THE SCALE OF THIS DRAWING, THESE MEASURES
ARE GRAPHICALLY DEPICTED BEYOND WHERE THEY WILL ACTUALLY BE
INSTALLED IN THE FIELD.
2. DIST AREA = 5.00 AC
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A
VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE & IS SUBJECT TO
A FINE.
4. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE & IS
SUBJECT TO A FINE.
5. ALL AREAS MUST BE SEEDED & MULCHED WITHIN 7 OR 14 CALENDAR DAYS.
REFER TO EROSION CONTROL DETAILS AND EROSION CONTROL ORDINANCE
FOR ADDITIONAL REQUIREMENTS.
6. CONCRETE TRUCK WASH -OUT SHALL BE PERFORMED OFF -SITE.
MAINTENANCE NOTES:
1. DO NOT LET ANY AREA REMAINED EXPOSED FOR MORE THAN 14
CALENDAR DAYS WITHOUT APPLYING TEMPORARY SEEDING.
2. MAINTAIN ALL EROSION CONTROL MEASURES DAILY AND RESEED DISTURBED
AREAS AS NEEDED.
3. INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH
RAINFALL EVENT. REPAIR AS NEEDED.
4. AT THE END OF EACH DAY'S STORM DRAINAGE OPERATION, CONSTRUCT A
TEMPORARY PIPE INLET PROTECTION DEVICE UNTIL THE NEXT DAY'S
OPERATION CONTINUES.
5. SEDIMENT REMOVED FROM BASINS SHALL BE PERFORMED WITH TRACK HOE
FROM TOP OF EMBANKMENT. DO NOT PLACE EQUIPMENT AT BOTTOM OF
SLOPE AND DO NOT ENCROACH UPON WETLAND OR BUFFER AREAS.
EROSION CONTROL LEGEND
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
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T/C: 287.09
Inv Out: 28 3 ® l
PREPARED FOR
novo isk °
Novo Nordisk Pharmaceutica
Industries, Inc.
1 PROPOSED POND PLAN - FOREBAY & POND
C -09 SCALE: 1 " =30'
284.00'
EXISTING GRADE
EL. 274.00
FOREBAYI
Cu
o
301-
299-
THERE ARE NO PROPOSED CHANGES TO THE
EXISTING RISER. THIS INFORMATION IS SHOWN FOR
REFERENCE ONLY.
ELEVATIONS SHOWN REFLECT THE PERFORMANCE OF
THE WETLAND BASED ON THE ENCLOSED PROPOSED
DEVELOPMENT.
RISER W/ TRASH RACK
TOP = 281.00
6" ORIFICE (x4) INV.= 278.00
3" ORIFICE INV. = 277.00
MAIN BASINI o 100 -YR ELEV.= 281.99
25 -YR
ELEV.= 281.31
0
Proposed
10 -YR
ELEV.= 280.91
1 -YR
ELEV.= 278.97
17
2.40
TEMP.
POOL ELEV.= 278.00
Drainage area
587,116 sf
PERM.
POOL ELEV.= 277.00
Total Drainage
(10.99 ac)
BOTTOM OF POND= 276.00
2 PROPOSED POND PROFILE - FOREBAY & POND
C -09 SCALE: N.T.S
EL. 284.00
-71
0000
o
'*\_30" RCP
OUTLET PIPE
BMP NOTES:
WET POND DESIGN MEETS THE FOLLOWING REQUIREMENTS:
* 85% TSS REMOVAL
* 1 -YR, PEAK ATTENUATION (PRE VS. POST) z
O
2. MAINTENANCE ACCESS TO THE FACILITY HAS BEEN PROVIDED.
3. NO CHANGES TO THE EXISTING FACILITY ARE PROPOSED.
STORMWATER DESIGN NARRATIVE:
1. STORMWATER WETLAND #1 IS AN EXISTING STORMWATER BMP AND WAS OVER DESIGNED IN ANTICIPATION OF
FUTURE EXPANSION TO THE FACILITY (REFERENCE PREVIOUS STORMWATER DESIGN CALCULATIONS BY S &EC
DATED OCTOBER 27, 2004). USING THE ORIGINAL DESIGN METHODS THIS WETLAND IS ADEQUATELY SIZED TO
ACCOMMODATE THE PROPOSED EXPANSION WITH THE PROPOSED MODIFICATIONS TO THE RISER AND EMERGENCY
SPILLWAY AS SHOWN ON CURRY ENGINEERING, APPROVED SITE PLANS DATED 10/01/2013. THESE
MODIFICATIONS ALLOWED FOR 431,458 SF OF IMPERVIOUS HOWEVER, FIELD REVISIONS HAVE DECREASED THE
IMPERVIOUS AREA TO 392,022 SF (SEE MASTER SITE PLAN, SHEET C -04).
2. IN THE 2013 ANALYSIS PERFORMED BY CURRY ENGINEERING A WEIGHTED CURVE NUMBER WAS CALCULATED ON
A SOIL WEIGHTED BASIS. THE ENTIRE DRAINAGE AREA FOR STORMWATER WETLAND #1 WAS ASSUMED TO BE
COMPOSED ENTIRELY OF HYDROLOGIC GROUP C SOILS. AFTER FURTHER RESEARCH IT WAS DISCOVERED THAT
THE DRAINAGE AREA IS COMPOSED OF HYDROLOGIC GROUP B & C SOILS. SEE STORM WATER CALCULATIONS
FOR ADDITIONAL INFORMATION AND SOILS MAP. THIS RESULTED IN A SMALLER POST - DEVELOPMENT CURVE
NUMBER.
3. THE COMBINATION OF REDUCING THE IMPERVIOUS AREA DRAINING TO THE WETLAND AND A LOWER, MORE
ACCURATE CURVE NUMBER RESULT IN POST - DEVELOPMENT FLOW RATES THAT ARE LOWER THAN
PRE - DEVELOPMENT FLOW RATES. SEE TABLES BELOW AND CURRY ENGINEERING STORMWATER DESIGN
CALCULATIONS DATED 07/01/2015.
4. REFERENCES:
STORMWATER DESIGN CALCULATIONS BY S &EC DATED OCTOBER 27, 2004
CURRY ENGINEERING STORMWATER DESIGN CALCULATIONS DATED 08/28/2013
CURRY ENGNINEERING STORMWATER DESIGN CALCULATIONS DATED 07/01/2015.
i
WETLAND #1 SURFACE AREA CALCULATIONS
WETLAND #1 DRAINAGE AREA CALCULATIONS
Original Design
Existing
Proposed
% Impervious
60%
46%
70%
SA /DA Ratio
2.40
n/a
2.93
Drainage area
587,116 sf
478,543 sf
605,921 sf
Total Drainage
(10.99 ac)
(13.46 ac)
(13.91 ac)
Surface area
14,500 sf
n/a
17,753 sf
required
46%
60%
70%
Surface area
30,000 sf
24,500 sf
24,500 sf
provided
8 min
5 min
8 min
WETLAND #1 DRAINAGE AREA CALCULATIONS
FLOW (cfs)
Q1
Q10
Q25
Q100
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
PEAK RUNOFF CALCULATIONS
Pre - Development
Original Design
Proposed Design
Impervious
220,108 sf
299,670 sf
423,510 sf
area
(with controls)
32.14
48.99
Pervious area
258,435 sf
286,625 sf
182,411 sf
Total Drainage
478,543 sf
586,295 sf
605,921 sf
area
(10.99 ac)
(13.46 ac)
(13.91 ac)
% Impervious
46%
60%
70%
Curve number
85
88
90
Time of
8 min
5 min
8 min
Concentration
FLOW (cfs)
Q1
Q10
Q25
Q100
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
PEAK RUNOFF CALCULATIONS
Pre - Development
Post- Development
Pre - Development
Post- Development
(no controls)
(no controls)
(prior to FP exp. mods)
(with controls)
32.14
48.99
3.80
3.52
72.67
100.41
36.54
6.63
86.77
118.02
40.60
14.51
113.28
151.05
44.97
46.58
NORTH CAROLINA
ONE -CALL CENTER
r /
SCALE: 1 IN = 30 FT
30' 15' 0 30' 60'
SCALE IN FEET
HORIZONTAL
NOT FOR CONSTRUCTION
SEAL
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