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SW8051220_APPROVED PLANS_20060308
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT �D APPROVED PLANS C❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2x)(OU5oi'S YYYYMMDD U.S. Hvy. 17 1,C GpjD PZz% -. SITE DATA NUMBER OF LOTS - 1 NUMBER OF EXISTING BUILDINGS w N/A EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION) SITE ZONING m 0&I TOTAL ACREAGE - 60,972.65 S.F (1.40 AC.) MINIMUM LOT SIZE N/A AVERAGE LOT SIZE = N/A OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER DEED BOOK AND PAGE NUMBER - DB.2450, PG.146 TAX MAP AND PARCEL NUMBER = 346F-46 N.i2IES; 1. THERE ARE NOT AREAS OF ENVIROMENTAL CONCERN 07HER THAN THOSE SHOWN. 2. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. 3. TRAFFIC FLOW ARROWS ARE TO BE PAINTED ON SITE PER THE APPROVED PLAINS. 4. DITCHES TO BE CLEANED DURING AND AFTER CONSTRUCTION TU ENSURE PROPER DRAINAGE. CURVE TABLE CURVE CHORD BRG CHORD DELTA ADIUS +-21A3-29 ARC TANGENT C1 S36'51'12"E 296.66 68'34'43" 315.14 179.53 UWE TAKE LINE BEARING LENGTH L1 S02`3358"E 22.00 SANDY RUN MISSIONARY BAPTIST CHURCH APARTMENTS I, INC D. B. 396, P.586 ZONE - RM-6 t20' C/L DITCH - - A& 4.Z � + 61 - 43 ■- ADO F.E.S INV-31.6 36. 3 -t3fr�35 ` - - 6.83 0' CHAIN LINK FENCE TOP• 36.51 � rrr11�*** (PUMP STATION) 2. /3. 6' CHAIN LINK FENCE I +3s.18 L !! a MUTHER, BALLENGER & JREISAT GENERAL PARTNERSHIP D.6.1118, P.914 ZONE = Odd 10r SEI1IEIt + 35.86 +1f78 + 6.21 � + I � 6.33 +36.38 +36.10 36.35 E/#NT � (PUlLLC) 34. I \ 3696 C9 35.91+ � O + 37 �! 36.21 4f f 36 N 7.033 .6 EXISTING r E-STORY + 36.35 MEDI OFFICE + 36.13 �a p f ! AREA +36.15 +3 . 3 ! r 60, 972.65 sq. ft. 36.98+ z 97 3 .4� 1.40 acres , 3 .38 ONSLOW COUNTY MEMORIAL HOSPITAL j� I 36.29 + 7.19 D.6.390, P.625 r +36.13 +36.29 ZONE = Odc# I I F135. 4 VACANT 36.86 1*7.16 ' +37.55 ! 7 + 118 + 1 r 36.91� { .6 36.51 J> ! I ! + f APPROX. LOCATION 36.18OF + 36.27 7.08 a WATER �I + f , �� 37.12 R � �s � - � 7.08 .1 +36.71 1rSSW 36.6 / 37.30 5.83 " 36.7 ^p �B`,� TOP-36.76 36.77 �I +3 60 / 3 R 1W Ct' '�_ -� INN-29.62 8.71 36.62 • SPRINT } + i ' SIS 36.9 36.76 5 EASEMENT ECM 72 36.73 ��. 36 DRY cj�J� 36.34 M.B.38 P.24 11 '�� + jAt -ss. 4, 9 6.62 © 6.95 SL. K- 251 37.0 7.237.23� 36.6 ME REF ; lJ, •8 �0 37.43 37.44 EB .98 To+ .19 / � 36 37. � .63 - 37.28 36.5�, 7.04 / . 8 + 6 1++ 7 ECM '"�` 67 Hn (NOi ON MS1r 0 IrCD ONSLOW COUNTY MEMORIAL HOSPITAL D.B.390, P.625 ZONE = 0&1 VACANT �Ewoe �rA+N 3 N.C.G.S. MON. "COLLEGE" LAS N=376,249.979 f / E=2,4$4,126.882 NAD 83 NcJ• C.F. =0.9999110 cr / w c M�MErt1AL CT. oo VICINITY MAP NUT TO SCALE vt;S�E: EIS EXISTING IRON STAKE ECM EXISTING CONCRETE MONUMENT EIP = EXISTING IRON PIPE SIS SET IRON STAKE EPK = EXISTING P.K. NAIL P.P = POWER POLE M.H. = MANHOLE R/W = RIGHT OF WAY HYD - FIRE HYDRANT W77 ��h� ti AMMED ONSLOW COUNTY HOSPITAL AUTHORITY , N +� Q� D.B.1461, P.884 MISSION EIS N,t .i� �� DA4= Q"WM GLOM ./ EPK o �'i• 36.57 pqq 36�69 (f /-� 36.81 6.79 Q, I 3 h� 36.84 EP �1 6.69 , � q7t� MAR Jib mUr 36.65 > � C4 ABE ADESSOMORIAL LL OSUNKOYA L� 9 DRIVE N.C.G.S. MON. "MALL" J CKSONV�� NC. 28540 0 7 N=373,648.134 EXISTING W+37.16 4B E=2.485,532.526 0uo� ^ CONDITIONS �1 1ZMELOP0, INDIVIDUAL LOT ON MEMORIAL DRIVE a' PREPARED FOR APFRM L=TM OF DR. AD ESOLA AWOM OLO & HUSBAND, MAIK NEEDS �°mm w'F P 1 ABAYOMI OSUNKOYA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC [EIS PREPARED BY JOHN L. PIERCE & ASS4CIATES. A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: NOV. 22, 2005 SCALE: 1"- 40' F.B. 759,(720) PG. 3(70-71) JOB #255990 FILE NAME: AWOMOLO MEMORIAL CDURT - 60' REVISIONS: JAM. 2006 (TRC) GRAPHIC SCALE 40 0 20 40 w H00 6. 37.03 / / f + 36.45 3 .63 r� 37.65 36.34 6.28 .20 �3. 1' 6.23 �„ (REFS k.B. 14, PC, 53) K' v 3 1 W �- I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPER � �,�jEFERENCES SHOWN HEREON); THAT THE '9kJJtVEYED ARE CLEARLY INDICATED: 'I�tECISION As cALcuuT1=D is ORIGIN SIGMA! 7 E NU1 SEAL THIS DAY 2Q Q . L.2596 O: JOHN L PIER P.L:. 0'' ., (� • ���'''%,,NIL . • P� ...,��•'�: FARRIOR do SONS INC. P.O. BOX 127 9571 HWY. 284 ALT. YYESt FARMVILLE, NC. 27628 232-753-2005 REF: D.B.2450, P.146 (INF') 1 inch - 40 tt. SHEET -1OF �. • L..,;.i: y r .i•. 112•...._.. _ :i.1.. Y I_ v14 _�.i1.. �. ..a .�.1. -. �_-.i ri.' _P• .i. i!. .. 2 EXACT LOCATION AND SIZE/MATERIAL OF EXISTING FORCEMAIN IS UNKNOWN AND CONTRACTOR SHALL FIELD VERIFY THE LOCATION PRIOR TO COMMENCING ANY EXCAVATION ON THE SITE. DEPENDING UPON ACTUAL LOCATION, IT MAY BE NECESSARY TO SHIFT LOCATION OF PROPOSED STORM DRAINAGE PIPING (PIPE A) OR RELOCATE A PORTION OF EXISTING FORCEMAIN (APPROXIMATELY 350 LF NEW C-900 PVC FORCEMAIN) UPON COMPLETION OF CONSTRUCTION, OWNER WILL DEDICATE TO CITY OF JACKSONVILLE A DRAINAGE AND UTILITY EASEMENT OVER THE PUMP STATION, GRAVITY SEWER AND "AS -BUILT" FORCEMAIN LOCATION. QMSTRUP,3398 NOTES: 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SERVICES. 3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR. 3.a. THE DETENTION POND WILL BE CONSTRUCTED BEFORE INSTALLING THE STORM PIPES AND DITCHES. 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS. 5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. 6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. 7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. 8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. 9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE 20' x 50' x 8" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO LEAVING SITE. (SEE DETAIL) 10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION. CONTRACTOR TO COORDINATE WITH POWER COMPANY AND CITY OF JACKSONVILLE PRIOR TO RELOCATE 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 16. DEVELOPER TO COMPLY WITH MUTCD STANDARDS FOR ALL STOP SIGNS. (SIGNS TO BE R1-1. 30" INSTALLED) 17. HANDICAP PARKING SIGN IS TO 13E ABOVE GROUND AND BE EITHER R-7 OR 12-8 SIGN. 18. NO NATURAL GAS ON SITE. 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). 20. ALL CLEAN -OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS. 21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILL.E'S SPECIFICATIONS. 22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.k MAP 3720438700J, PANEL 4387 EFFECTIVE DATE NOVEMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS, 23. ALL WATER SERVICES TO BE 3/4"PVC. 24. ALL SEWER SERVICES TO BE 4"PVC. 25, 15'UTILITY EASEMENT OVER THE CENTER OF THE WATER AND SEWER LINES AND THROUGH EACH WATER METER AND SEWER CLEANOUT WAS PREVIOUSLY RESERVED FOR THE NOW EXISTING UTILITY LINES. 26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. 27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 31. ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT PROPERTY OWNERS. 32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE REMEOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE. 33. ANY SIGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE. SITE DATA NUMBER OF LOTS - 1 NUMBER OF EXISTING BUILDINGS - N/A EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION) PROPOSED USE(S) - OFFICE/MEDICAL NUMBER OF UNITS (COMMERCIAL) - 1 NUMBER OF STORIES - 1 SQUARE FOOTAGE OF PROPOSED BUILDING - 8,488 S.F. TOTAL SQUARE FOOTAGE OF BUILDING b: CANOPY - 8,840 S.F. SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A SITE ZONING - 0& TOTAL. ACREAGE - 60,984 S.F (1.40 AC.) ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 60,984 S.F (1.40 ACRES) ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - N/A NUMBER OF LOTS - 1 MINIMUM LOT SIZE - N/A AVERAGE LOT SIZE - N/A NUMBER OF UNITS (DWELLING, COMMERCIAL): N/A OWNERSHIP STATUS (RENTAL, CONDOMINIUM'S, ETC.): OWNER TYPE OF UNITS - OFFICE/MEDICAL DENSITY - N/A NUMBER OF PARKING SPACES REQUIRED (W/IrORMULA PER SECTION 102) 33 (1 PER 250 S.F.) NUMBER OF PARKING SPACES EXISTING • 0 NUMBER OF PARKING SPACES PROVIDED 41 (INCLUDING 2 HC) NUMBER OF COMPACT SPACES ALLOWED (UP TO 25% FOR LOTS WITH 10 OR MORE SPACES) - 11 NUMBER OF COMPACT SPACES PROPOSED - 0 DEED BOOK AND PAGE NUMBER - DB.2450. PG.146 TAX MAP AND PARCEL NUMBER - 346F-46 MAP BOOK AND PAGE NUMBER - NOT ONE ON RECORD CALCULATION OF REQUIRED LANDSCAPED AREA - Z750 S.F. CALCULATION OF VEHICULAR SURFACE AREA EXISTING - N/A CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 22.922 S.F. IMPERVIOUS SURFACE AREA EXISTING - 0 IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) 26.895 S.F. IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) = 35,735 S.F. REQUIRED LANDSCAPING: REQUIRED INTERIOR LANDSCAPING - 1,375 S.F. PROVIDED INTERIOR LANDSCAPING - 1,440 S.F. REQUIRED EXTERIOR LANDSCAPING - 1,375 S.F. PROVIDED EXTERIOR LANDSCAPING - 1,375+ S.F. TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - 60,984 S.F. (1.40 ACRES) IMPERVIOUS SURFACE RATIO = 0.58 (MODERATE) f OF TREES REQUIRED - 4 f OF TREES PROVIDED - 4 # OF SHRUBS REQUIRED - 19 # OF SHRUBS PROVIDED - 19 POND LANDSCAPING REO (AREMENTS: LINEAR FEET AROUND POND - 262.00 L.F TREES REQ. PER 50 FEET - 5.24 TREES SHRUBS REQ. (MUST COVER 50% MATURITY) - 10.48 SHRUBS I REF: D.B.2450, P.146 PRESUMED LOCATION EXISTING FORCEMAIN (SEE SPECIAL NOTE) EIS ADD F.E.; INV-31.6 3! s' 04AIN LW FENS (PUMP STATION) - REFUSE COUEC CONC. PAD PLAQUE WOOD 1 FENCE AND SATES(SE DE'TAL) / + 35.86 2W SSE+NC ER) E�IENT-,- (Kau 35.91 + PROPOSED 20 D&UE (ACTUAL LOCATION DEPENDENT UPON 'AS -BUILT" LOCATION --, OF FORCEMAIN) - SEE SPECIAL NOTE . 36.98+ ONSLOW COUNTY MEMORIAL HOSPITAL D.B.390, P.625 ZONE = 0&1 VACANT 36. 200SF. + 3 36.6 SPRINT 36.77+ EASEMENT ECM M.B.38, P.24, SL. K-251 e 7.0 7.237�23 .98 f PRESUMED LOCATION EXISTING 3 E f FORCEMAIN (SEE SPECIAL NOTE) SL SANDY RUN MISSIONARY BAPTIST CHURCH APARTMENTS I, INC D.B.396, P.586 ZONE - RM-6 2W TYPE "A" NATURAL BUFFER _ (SEE NOTE) *20' CA DITCH 353�5.43+ BE PAVED6.83 .2 y f 36 � f � oato , +36.61 INTERIOR + 36 60 r tv 9,�, Q 1-f RAix°R X�--�_ p 112 �J +�nx iNo ur eat f i 1 p)!;R �S•36. PROPOSED POND � / 6 CHAIN LINK FENCE p•C. CRUD SITE ® I ® 36.18 w ^� MUTHER, BALLENGER & JREISAT GENERAL PARTNERSHIP D.B,1118, SL P.914 VICINITY MAP ZONE = F. +36.35 0&1 NOT TO SCALE .33 6.38 36.10 (� + EB 42.7' 4. El �� tM �- 36 96 LEGEND +37 M G� Aft N37.033 6 EXISTING thN EIS = EXISTING IRON STAKE LrX +36.35 ON ST ED 3f3' aoe• MEDI E-STORY OFFI ECM- EXISTING CONCRETE MONUMENT WOOD Y EIP - EXISTING IRON PIPE MEDICAL +3615 P) \ SIS = SET IRON STAKE OFFCE F�' = 37 5 +3 . 3 NOTE: REQUIRED LIGHTING BY JONES ONSLOW ELECTRIC COMPANY IN THE PLACES NOTED WITH EPK p.p = EXISTING P.K. NAIL = POWER POLE LIGHT POLE SYMBOL *12--250 WATT SODIUM VAPOR SHOE BOX STYLE FIXTURE. DARK BRONZE ALUMINUM POLE. M.H. = MANHOLE cMv 6.3# 3 38 DIRECT BURRIED.• R/W = RIGHT OF WAY > ~ , 64.2' 719 NO OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER HYD = FIRE HYDRANT � .29 M�NLSA•NDSCAPNG ,•4 �1 LIGHT POLE 36.E !_ O.a0'd ASPH� 4 36.1 + 6 •• ECM INV- .67 (INOT ON LINE o 6. N / EB / g�,n v 37.03 Q�` 3 .63 m +36.45 N 3 � / 3 3 XJ.I6 "6 36.34 37.65 � � `� 6.28 o � � 6.20 ONSLOW COUNTY MEMORIAL HOSPITAL z / D.B.390, P.625 d ZONE - 0&1 6. VACANT =3�A I'B�FL :33.�4 1 1 3626 IN TYPE . e BUFFER NOTE EXISTING WOODED AREA TO REMAIN A MINIMUM OF 20' MADE AND TO BE EVALUATED BY THE CITY OF JACKSONVILLE FOR USE AS A TYPE "A" BUFFER. Minimum Planting Per 100 if: Large Trees -- *4= 7 (Min. 8' high & 1 caliper O planting, typical height at maturity. 25'+) Small Trees - &6- 10.3 (Min. 4'-B' high & 1"caliper O planting, typical height at maturity. 10'-20') Large Shrubs- &25-42.75 (Min. 24"high planting, typical height at maturity: 1'- W) Screen shall consist of a screen that In opaque from ground level to a height of at least 6 feet. CURVE TABLE CURVE I CHORD BRG I CHORD DELTA RADIUS I ARC ITANGENT C1 I S36'51'12"E I 296.66 68'34'43" 263.29 1 315.14 1 179.53 LINE TABLE LINE T BEARING LENGTH L1 I S02'33'58"E 22.00 I t 7.16 ' +37.55 7 36.27 1�E µ+� APPROX. LOCATION OF 7.08 r 8" WATER MAIN 37.12 SUSINE 7.08 .1 SSMH 4. �3®�A-m TOP=38.1d / RIS 36.62 , R'W CPS- INV=29.d2 SI 60 36. 36.7�61` �3� 35.34 cuRg zo r 0))Ft1AL 0-3V6�.-91 � 36.62416 95 37.44 RE �.737.43 0 .83 R /* EXISI N SEVIER MAIN NcT v~ v 6.23 36.3 3 77 ONSLOW COUNTY HOSPITAL AUTHORITY fell EIS 36.7 �► D.B.1461, P.884 �, 41 N1 59 6.9 EPK 36.57 j 36.69 j 36.81 6.79 a :1 %% fn � EP4 ! 16-691 6.7$ Lj n SPECIAL NOTE CONCERNING FLOW & AS THIS PROJECT DOES NOT INVOLVE INSTALLATION OF NEW COLLECTOR SEWERS, THE CITY OF JACKSONVILLE HAS DETERMINED THAT THIS PROJECT IS NOT SUBJECT TO THE PROVISIONS OF THE CITYS FLOW ALLOCATION POLICY (I.E., PROJECT HAS BEEN CLASSIFIED AS "IN -FILL"). HOWEVER, FOR THE PURPOSES OF TRACKING AVAILABLE SEWER CAPACITY, SEWAGE FLOW ASSOCIATED WITH THIS PROJECT IS ESTIMATED AT 250 GPD (10 EMPLOYEES AT 25 GPD/EMPLOYEE). 36.65 3 OMIVER: q raq ABAYOMI & ADESOLO OSUNKOYA 200 MEMORIAL DRIVE _ 36.9�v N.C.G.S. MON. "MALL" 910 JACKSONVILLE 3 NC. 28540 d 7 � N=373,648.134 +37.1s 48 E-2,485,532.526 �f w EIS --�� MF�dRdA CL QUR �, �-- R£I.1 ALB• 14, PG, 53) R/W ---� �y R/W "�-- 1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISI.ON,, 4Q ED REFERENCES SHOWN HEREON); THAT THE �9i�LNpAgI 'IW SURVEYED ARE CLEARLY INDICA. •.THE, f PRECISION AS CALCULATED l 0 / Y ORIGIN SIGNR AN SEAL THIS- �+ DbhAL AB 0�4 . 6 JOHN L PIERCE 0, -2 UR • G DEZLQEEEL FARRIOR & SONS INC. P.O. BOX 127 9571 HWY. 264 ALT. WEST FARMVILL.E. NC. 27828 252-753-2005 ZN C.G.S. MON. "COLLEGE" N=376,249.979 / E=2,484,126.882 N AD 83 C.F•=0.9999110 SITE, LANDSCAPING, & WATER, SEWER PLAN SHOWING INDIVIDUAL LOT ON MEMORIAL DRIVE PREPARED FOR DR. ADESOLA AWOMOLO & HUSBAND, ABAYOMI OSUNKOYA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN PIERPIERQE & A 0 IA P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: NOV. 22, 2005 SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71) JOB #255990 FILE NAME: AWOMOLO(loyout 3) REVISIONS: JAN. 2006 (TRC)I f7M, 7,7, Z0Biv (4m) GRAPHIC SCALE 40 a 20 40 so Teo (UfFEM) I torch - 40 & o jects\AWOMOLO ADES0L0\dwg\AW11M0L0 ADESOLO,dwg (PRELIMINARY LAYOUT-3) SHEET __2_OF a- - �.-• f n S -T TTy •• -r rT- T r �1 _ 1 `[Y_.-; !Y-IT-.!7T-4 f f �� � �r i�IF it rrr � �� 1� `}_, �, • � ,{ � 1 g�� -��• r fe! ii'� I�(.� ., -. ,:�'�� .�, �:. ..'. . � t��' � ,. e. �.'t, ��� -�,1L� 1 �. 1 �; I r• I { `Iwa%�Iti, :f_�S 3k.%,.'��. CONSTRUCTION NOTES! 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION, 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SERVICES. 3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR. 3.o. THE DETENTION POND WILL BE CONSTRUCTED BEFORE INSTALLING THE STORM PIPES AND DITCHES. 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET WITH THE CITY OF JACKSONVILL.E'S SPECIFICATIONS. 5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. S. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. 7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. e. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. 9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE/EXIT AND SHALL BE 20' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO LEAVING SITE. (SEE DETAIL) 10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED CONSTRUCTION. CONTRACTOR TO COORDINATE WITH POWER COMPANY AND CITY OF JACKSONVILLE PRIOR TO RELOCATE 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. 16. DEVELOPER TO COMPLY WITH MUTCD STANDARDS FOR ALL STOP SIGNS. 17. HANDICAP PARKING SIGN' IS TOA 8 DABOVE GROUND AND BE EITHER R-7 OR 12-8 SM. 18. NO NATURAL GAS ON SITE. 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR NTH SURFACE DRAINAGE (AS SHOWN). 20. ALL CLEAN --OUTS TO BE HOUSED IN CAST IRON VALVE BOXES MATH PLAIN TOPS. 21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILLE'S SPECIFICATIONS. 22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.AA MAP 3720438700J, PANEL 4387 EFFECTIVE DATE NOVEMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS 23. ALL WATER SERVICES TO BE 3/4'PVC. 24. ALL SEVER SERVICES TO BE 4"PVC. 25. 15'U1ILITY EASEMENT OVER THE CENTER OF THE WATER AND SEWER LINES AND THROUGH EACH WATER METER AND SEWER CLEANOUT WAS PREVIOUSLY RESERVED FOR THE NOW EXISTING UTILITY LINES. 26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. 27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 31. ANY EXTERIOR LIGHTING SHALL NOT ADVERSELY AFFECT ANY TRAFFIC OR ADJACENT PROPERTY OWNERS. 32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS OR ANY OTHER OBSTRUCTIONS SHALL BE REMEOVED AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE. 33. ANY SIGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE. SITE DATA NUMBER OF LOTS - 1 NUMBER OF EXISTING BUILDINGS - N/A EXISTING USE(S) - GOVERNMENTAL USE (PUMP STATION) PROPOSED USE(S) - OFFICE/MEDICAL NUMBER OF UNITS (COMMERCIAL) - 1 NUMBER OF STORIES - 1 SQUARE FOOTAGE OF PROPOSED BUILDING - 8.488 S.F. TOTAL SQUARE FOOTAGE OF BUILDING & CANOPY - 8,840 S.F. SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A SITE ZONING - Odd TOTAL ACREAGE = 60,984 S.F (1.40 AC.) ACREAGE OF LAND TO BE DISTURBED AND EXPOSED - 60,984 S.F (1.40 ACRES) ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - N/A NUMBER OF LOTS - 1 MINIMUM LOT SIZE - N/A AVERAGE LOT SIZE - N/A NUMBER OF UNITS (DWELLING. COMMERCIAL): N/A OWNERSHIP STATUS (RENTAL. CONDOMINIUM'S, ETC.): OWNER TYPE OF UNITS - OFFICE/MEDICAL DENSITY - N/A NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) - 33 (1 PER 250 S.F.) NUMBER OF PARKING SPACES EXISTING - 0 NUMBER OF PARKING SPACES PROVIDED = 41 (INCLUDING 2 HC) NUMBER OF COMPACT SPACES ALLOWED (UP TO 25% FOR LOTS WITH 10 OR MORE SPACES) - I NUMBER OF COMPACT SPACES PROPOSED - 0 DEED BOOK AND PAGE NUMBER - DB.2450, PG.146 TAX MAP AND PARCEL NUMBER - 346F-46 MAP BOOK AND PAGE NUMBER - NOT ONE ON RECORD CALCULATION OF REQUIRED LANDSCAPED AREA - Z750 S.F. CALCULATION OF VEHICULAR SURFACE AREA EXISTING = N/A CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 22,922 S.F. IMPERVIOUS SURFACE AREA EXISTING - 0 IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) - 26,895 S.F. IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) 35,735 S.F. REQUIRED LANDSCAPING: REQUIRED INTERIOR LANDSCAPING - 1.375 S.F. PROVIDED INTERIOR LANDSCAPING = 1,440 S.F. REQUIRED EXTERIOR LANDSCAPING - 1,375 S.F. PROVIDED EXTERIOR LANDSCAPING - 1.375+ S.F. TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - 60,984 S.F. (1.40 ACRES) IMPERVIOUS SURFACE RATIO - 0.58 (MODERATE) # OF TREES REQUIRED - 4 # OF TREES PROVIDED - 4 Ill OF SHRUBS REQUIRED - 19 # OF SHRUBS PROVIDED = 19 POND LANDSCAPING REOUISEM0 5: LINEAR FEET AROUND POND - 262.00 LF TREES REQ. PER 50 FEET - 5.24 TREES SHRUBS REQ. (MUST COVER 50% MATURITY) - 10.48 SHRUBS SANDY RUN MISSIONARY BAPTIST CHURCH APARTMENTS I, INC D.B.396, P.586 ZONE - RM-6 ADD F.E. INV-31.6( 3E V CHAIN UNK FENCE (PUMP STATION)COLIACTION - COW- PAD WOOD FENCE AND GATE!(SEE DETAIL) ONSLOW COUNTY MEMORIAL HOSPITAL D.B.390, P.625 ZONE = 0&1 VACANT SPRINT EASEMENT M.B.38, P.24, SL. K-2511 ONSLOW COUNTY MEMORIAL HOSPITAL D.B.390, P.625 ZONE = 0&1 VACANT TYPES BUFFER NOTE EXISTING WOODED AREA TO REMAIN A MINIMUM OF 20' WIDE AND TO BE EVALUATED BY THE CITY OF JACKSONVILLE FOR USE AS A TYPE me BUFFER. Minimum Planting Per 100 IF Large Trees - *. 4= 7 (Min. 8' high dt caliper O planting, typical height at maturity. 25'+) Small Tracts - W6- 10.3 (Min. 4'-6' high & 1"caliper O planting. typical height at maturity. 10'-20') Large Shrubs- Qx25-42.75 (Min. 24'high planting, typical height at maturity. V- 6') Screen shall consist of a screen that is opaque from ground level to a height of at least 6 feet. CURVE TABLE CURVE I CHORD BRG I CHORD I DELTA I RADIUS I ARC TANGENT C1 I S36*51'12"E 1 296.66 1 68`34'43" 1 263.29 1 315.14 179.53 LINE TABLE LINE BEARING LENGTH L1 S02`33'58"E 1 22.00 37 '36 -".1' 36.34 _b. t 6 5 � � 6.69 N r� W 36.65 A a$ 'Cr Q " W+37.16 Fi w EIS --�� 1� I MF�IQRI4L COURT Cf rf" III$. 14, PG, 0, R � 3 a= 3 R W ~� �t20' CA DITCH �-6' CHAIN LINK FENCE 36.18 MUTHER, BALLENGER & JREISAT GENERAL PARTNERSHIP D.B.1118, P.914 ZONE = 0&1 DRAINAGE PIPE CHART AREA Q10 DIAMETER GRADE LENGTH VELOCITY PIPE (acres) (cfs) (inches) (d) (if) f��! "A" 0.46 2.8 12" 0.65 163 0.96 5.9 15" 0.50 44 4.0 1.40 5.2 15" 2.00 30 8.5 Q=CiA RCP Reintozced Conciete Pipe tc=5 min. LF Linear Feet i1C=7.17 is/hr. FP_ Feet per Second C-C.P5 N0•:E! 1. Contractor shail use RCP or DIP for all pipes .inderneath asphalt or concrete traffic areas. Contractor may use P=F, GIP, PVC or H'0PE (2 Ka13) in all other areas RIP RAP SCOUR PAD SCHEDULE Sized using NYDOT Dissipater Charts. VELOCITY I.ETIGTH WIDTH TYPE RRSP # (fps) ZONE {feet) (fee:,) STONE 1 4.0 8 5 C1"B., 2 8.5 2 8 5 C1"B" NOTE: REQUIRED LIGHTING BY JONES ONSLOW ELECTRIC COMPANY IN THE PLACES NOTED MATH LIGHT POLE SYMBOL *12-250 WATT SODIUM VAPOR SHOE BOX STYLE FIXTURE. DARK BRONZE ALUMINUM POLE. DIRECT BURRIED.* NO LANDSCAPNG OTHER THAN GRASS WTHIN EASEMENT'S OR OVER WATER AND SEWER MAINS. 31 6.9'1� r AWIAL�+ APPROX. LOCATION OF 7.08 8" WATER MAIN 37.12 NE 7.08 .1 � SSMH 6. 36.7 Pn $,.� NV=29.62 ' 36.76 _ ro l 36,34 �p,L �rF-36. 4 G. S31 36� 6.95 MC) ME 7 44 �0 �- 37.43 ONSLOW COUNTY HOSPITAL AUTHORITY D.B.1461, P.884 N.C.G.S. MON. "MALL" N=373,648.134 E-2, 485,532.526 1. T19S S11E CONTAINS NO SFrMM 404 X LANDS. 2. ALL STWA'IER IDMATING FIRM Mi1PERM S SURFACES (INC AMM ROOF) SHALL BE DIRECTED TO THE STMWA7ER POND. I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE PARIES NOT SURVEYED ARE CLEARLY INDICAT6,tii`� "114E,�tAT10 OF PRECISION AS CALCULATOF` 1 2 MY ORIGINAAL� SIE BER AND�5EAL THIS..L�l l 20rQsq =� w= JOHN L PIHt Pi S. L-2 �',, '�qND SJ•' Q� ABBAAYEOMI do ADESOLO OSUNKOYA 200 MEMORIAL DRIVE JACKSONVILLE, NC. 28540 910-455-551 FARRIOR do SONS INC. P.O. BOX 127 9571 HWY. 264 ALT. WEST FARh1VILLE, NC. 27828 252-753-2005 N.C.G.S. MON. "COLLEGE" N=376.249.979 / E=2,484,12fi.8$2 NAD 83 C.F.=0.9999110 $.a GRfl STORMWATER DESIGN BY VICINITY MAP NOT TO SCALE LEGEND EIS = EXISTING IRON STAKE ECM = EXISTING CONCRETE MONUMENT EIP EXISTING IRON PIPE SIS SET IRON STAKE EPK = EXISTING P.K. NAIL P.P = POWER POLE M.H. = MANHOLE R/W = RIGHT OF WAY HYD = FIRE HYDRANT * - LIGHT POLE Le4end TEMPORARY GRAVEL CONSTRUCTION ENT/EXT SING o MULCHING NO RPRAP-LINED CHANNEL TEMP DIV. DITCH LEVEL SPREADER OUTLET STA81LiZATION STRUCTURE EXCAVATED DROP INLET PROTECTION (7 MP) 113 FABRIC DROP INLET PROTECTION UW) �! BLOCK R GRAVEL INLET PROTECTION (TEMP) TEMPORARY SEDUE'NT TRAP SILT FENCE -sf- ROCK DAM D CHECK DAM - PROPOSED FINISH GRADE /® PROPOSED TOP OF CURB MOE PPE LABEL „A n Crystal Coast Engineering, P.A. +Civil and Environmental Consulting Engineers David K. Newsom, PE 3817-3 FREEDOM WAY, HUBERT, N.C. 20M PHONE: (910) 325-0006 - FAX: (910) 325-0050 GRADING, DRAINAGE & STORMWATER PLAN SHOWING INDIVIDUAL LOT ON MEMORIAL DRIVE PREPARED FOR DR. ADESOLA AWOM OLO & HUSBAND, ABAYOMI OSUNKOYA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC . PREPARED BY JOHN L....PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: NOV. 22, 2005 SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71) JOB #255990 FILE NAME: AWOMOLO(layout 3) REVISIONS: JAN. 2006 (TRC) GRAPHIC SCALE ,o (INIM) i inch - 40 tL P!\:�-0jects\AW0M❑L0 ADES0L❑\dw9\AW❑M0L❑ ADESOL❑.dwg (PRELIMINARY LAYOUT-3) REF: D.B.2450, P.146 SHEET -!-OF 5 OY *GUN T- -10P O'IE10! r AND Ir FIRM fTA1N1ED salrAOF Pair. Tipp zldawp POI arr 1EOUIREMO s uDleR raSF�D COWDRATM COCK �-- car_ 1110 L UDIR CORP. coat FOR 1IE!'ORT HOM: -VMTM MIN 1 AIER ALL NEST ALL APP'L10M CM OF IEOEIIIfLE?!T3OF �>� "WT 7D Opp#tA11aN fN CNrf OF CARRY fED10 61E EpEE11 PaEAc aEfe►IGIs oEAAR1LOIT. AID AROUND PIPE TO PROTECT 3) rER11 fEl WAIL NAYS A YERRCAL OUT. CORPORATNN COW Typical Water Service NO SCALE /RAIL PLUS •RN MAIN rldlm N NER LOSTMX TO am Pseellm tEApE Norm& I. T1[ 1 IEROM OF 7!E SIDIVICE OfTCN sou COIIPACTm tN r FWI LAVM WITH HECMNICK TAMP. L SOLVOR COW FW PVC FNfi AND fTTTIIOS TO ! AWN 0-35" 3. PVC SWU ADO !ID LIMEY K �OEa N 11101=111Alfa 101=11IO DF S� In MUST OOIMk'I MAIN pd1 so r w CLASS a IMMEI01111 (SM .rm I I MAfL Fig OWNRT NMR.) ,vw 1In I� sa son $Now r TYP. PVC SEWER LATERAL WITH IN --LINE WYE EXISTING ROAD R/W►I \ 1 l I/ R/W 50' 401. LENGTH CONSTRUCTION ENTRANCE � II PROFILE 1f'Z H'1 (SEE NM 'EO-FABRIC PLAN VIEW 1. Stone oil* - Use MSHA Size No. 2 (2-1/2' to 1') or AASIHTO designation e she No. 2 ( 2-1/r to 1-1/2'). Uee de 2. LengM - As of octh^ but not lase fllan 50 lwL 3. 7Mcla see - Not Was that dL (6) Indnaa. 4. WMdtA - Hat lace fines *A wldlh of all paints of Ingram or ape MMlnrmrm of tr. * Waehing - when naewsorX, diode ahal be dawned to rwnwva Ndmant prior to anboinco onto public Mkt-oH- waEp When waNldq Is required, M stied be dame an an area atablMred *M cru*W eta ns whNCf1 drarne into an appm wansnt trap or "Emit bosK AN ssftwd steal be Wwwonted torn antaring any Storm Oral►, dtcK or watercourse uwouo %w of sa►dbayu, gravel. boards or other apprmmethods. * Maintenance - The ant once steal be maintained in a candMon w" will pow. Ns ooM or Rowing of om*nent onto public nighbr-af-way. TMs may require parlode top droning wMh a l Wo sbarn+ w awdlum- denwW and rwpalr and ar c$owa t of any meaurw used to trap sldkwot AN soclknowt, spilled, dropped. wwhed or trailed onto public 01010-af-10" nest Da rwmaved IrrMnadatdlc STABILIZED CONSTRUCTION ENTRANCE 12--5 NOT TO SCALE CONSTRUCTION SEQUENCE OF EACH SECTION 10 an CROSS SECTION DESIGN SETTLED \ � \ 21MIN 5 ft 1.5 MAX, ft FILL FILTER (WEIR) 4 ft MIN 1-1/3 /3—A 1 /6 W W .. J H W F-- 0 6"SLITS SPACED 60APART ® 6"ABOVE GRADE. 5 ft MAX FILTER FABRIC �- 6" BELOW SETTLED TOP OVERFILL 6" tFOR SETTLEMENT TEMPORARY SEDIMENT TRAP (D-8) SPREAD 4' TOPSOIL OVER AREAS 70 BE SEEDED AND ESTABLISH UNIFORM GRADE P" TO SEElDla APPLY LIME AND FFRM12ER AND WORK MTO ,a SEED BED. DIS1RIBl17E SEED UNIFORMLY AND DOWER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECUINLY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND NTH ASPHALT TACK W1E7RE SLOPES EXCEED 4X MATERIAL APPIRA710N RATE SUPERPHOSPHATELIME W ACRE APIM - .OILY 3F BE ( ULLEU) 10 POl1lDSrACRE MWARY - MARCH 502D BERMUDAKY-3(U*lUI.ED) P S/ mm (GRAM) 25 POUNDS/ACRE SOMEMBER - NOVE111111 t FESCUE, KY-31 50 POUNDS/ACRE MULCH 3 TONS/ACID ASPHALT TACK 300 GALLONS/ACRE NONE:• OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTt UNDER NO CROAMANCES MAY 'WEEPING LOVE GRASS' BE USED. SEEDBED PREPARATION N07M I. SURFACE WATER CONTROL MEA5URE5 71D BE INSTALLED ACCORDING TO PLMI. 2. AREAS TO BE SEEDED SHALL BE RPPED MID SPREAD MATH AVAILABLE TOPSOIL S' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALT BE C--r DEEP. 3 LOOSE ROCKS. ROOTS AND OlHW OBS1RWRONS SHALL BE REMOVED FROM THE SURFACE SO INAT 7FEY WILL NOT IMERFERE 11117H THE ESTABLISHMENT AND MAMIETIANCE OF VEGETA710L SURFACE FOR FINAL S®BED PREPARATION. AT FWSH GRADES SHOWY, SHALL BE REASONABLY SM007H AND UNIFORM. 44 OF NO SON. 7EST IS TAKEN, FERTILIZER AND LIME 70 BE ACCORDING TO SEEDING SPEWICA71ONS ABOVE IN ADDITION, PROMM 15 LBS/1000 S.F. OF SUPER PHOSPHATE W SOIL 7EST IS TANKER. PFldVI1E LIME AND FERTHLlmt ACCORDING TO SDI. TEST REPORT. d. LIE AM FER71l12ER SHALL BE APPLIED UNIFORMLY AND MrAED NTH THE SOIL DURING SEEDBED PREPARATION. 1. OBTAIN PLAN APPROVAL 2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCES. GRAVEL, & INSTALL SILT FENCE. 3. BEGIN STRIPPING SITE & EARTHWORK. 4. DETENTION POND WILL BE INSTALLED PRIOR TO INSTALLATION OF PIPES AND DITCHES. 5. INSTALL CULVERT AND RIP —RAP APRON. 6. MAINTAIN STRUCTURES DURING CONSTRUCTION. 7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. 8. REMOVE TEMPORARY MEASURES. 9. PERMANENT GROUND COVER TO BE ESTABUSHED "THIN 15 WORKING DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. r BCSC TYPE 1-2 ASPHALT t'B. ABC S70NE >1y >r 5" rrrfw ply Pr r r r r PAVING DETAIL 40T TO SC -MY EMERGENCY BY—PASS 6" BELOW SETTLED TOP OF DAM NATURAL GROUND PLAN YIEW INSTALL 8' OPAQUE SEVrM 'A' - 'A' DUMPSTER PAD DETAIL NOT TD SCALE 1/2' R elm-if—R 1/S' R 01 1 3 R G d 12' 6' 1 d -.+ CURB & GUTTER DETAIL NO SCALE 8' N N Il LVf\VV .\I• •\/\. 4' 15' THICK RIP —RAP APRON OUTLET PROTECTION (NOT TO SCALE) a C O 5' )08 GEO-FABRIC TO BE INSTALLED UNDER RIP -RAP 12 OAIW 4 W OR rW 1E1DED NNE MOOTED ONTO PRUCHM 17 CHANNELS ON METAL POSTS OR FAS'1E M 70 CEDAR OR WOW POSTS IM NM O STAPLES. 11OMW TYPE N5ULATE1i ERCLOSIIRE (OUTSIDE MTALL ATwN GPILY) INTEGRAL BALL VALVES OR EQUAL (VALVE M751\ BE US+C APPROVER) \ zusON POOL ONLY r FLOOR DRAIN (INSIDE IMSTALA71001 (PLY) MN/30' MAX CONC. SLAB (OU1510E INSTALLATION) CONIC. FLOOR (MODE IMS'TALLAT10N) PVC GALY. OR DIP GALV. oR DIP PVC UNDER GONG. UNM CONIC. RPZ Backflow Preventer NOT TO SCALE wx Talk >/r ALAe■RII NIM�MPEI 'IMq*+ 131101 R7_6 ON R7-" SOLT TO THIL TUNE VITN 3W CAMA PL.ATEI IOLM N m Ale VASHM Pasar PwsL ELY 1Rr-Aunt a Kelm VIK HM' ALUDeer ZM RT-a raxreel new 'NAXI MWTY SIMI%s. IMMS743) NI sew rk r 9mm TLM onus INTO POW eV . H10vaE MELM 1N PAW WHIM PAW Pear am I r at m S"ZL PIP[ rxLa VAN ' V/106-fir' lim REFINES EACH VAT i}EU rw L-C l K Cs101111 E IAK 33 11. N71Er IIAIIffiIM n PARKM lair SHALL Cae'!>>r VR111 CEAMEMf STATE. LOCAL Own * A" wou"r m HANDICAPPED PARKING SINAGE NOT TO SQALE HANDICAP SIGN REPRESENTATION. CITY ISSUED ULTRAVIOLET RESISTANTMlF7 GREEN CHANEL POST IS ACCEPTABLE AS LONG FAMW TO WE YRIrM METAAL CLIPS Olt R WONT AT If' OFF AS SIGN HEIGHT/SIGNAGE STANDARDS ARE MET. Cow MAMU M SIT SWAM LEYFL RE7MM "4WT WIIEN TNeS L.M IS REACHED ((song OR AS DIRE= BY CONSIDIWIION INSPECML A -- it DETAIL SHEET _ SHOWING INDIVIDUAL LOT ON NATURAL GRADE MEMORIAL DRIVE CARRY APPROXIMAIMY Ir OF FAMC INTO TFIM4. PREPARED FOR CMIER WITH SOL AID TAMP SAOC IL. DR. AD ESO LA A WOM OLO & HUSBAND, CM" Ir OF WW INTDTRICI'f. ABAYOMI OSUNKOYA METAL. BAR Olt4'na• "LEA'® WOOD Posts AT W JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC OFF CE]IlE7R MAI4RIY. ciDAR meWOOD Pam sT1o1rLD K 3• cup wpm". PREPARED BY JOHN _ L. PIERCE & AMCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346--9800 DATE: NOV. 22, 2005 SCALE: 1 "= 40' F.B. 759,(720) PG. 3(70-71) JOB #255990 FILE NAME: AWOMOLO REVISIONS: JAN. 2006 (TRC) MARCH 3, 200 SHEET 4 OF 5 • ��.�� -- ---.- ..- �-- - ------- �_�'is-ai._ _........__.... ...�—_-.,..:-_� ...'�.. ,.. __... .. .�. ... ��.- ���+. .- _. .�..—_ _�-._.-�.Li1-.... ..:tip._.. ���.1 C GRID tAloRSH N \IV VVIUAR%P, ELECTRICAL SYSTEM Treatment Pond - Plan Scale: in = 20' CONSTANT POND SURFACE AREA 2,941 S.F. 9 EL= 32.00 1' DESIGN SURFACE AREA - 3,698 S.F. a EL= 32.92 APPROX. TOTAL POND VOLUME = 4,922 CF ACTUAL FOREBAY VOLUME - 980 CF (19.9% OF TOTAL VOLUME) NC• 76.94' fie, 1 63.63' 3' MAIN POND N0i + NORMAL POND (ELEV. 32.00) • 62.82' 78.40' 'Pe, Pond Dimensions &_Layout_ Scale: i" = 20' SCEmwr SCnsns rr - PLANTING SCHEDULE SEEDBED PREPARATION NOTES NOTEr ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDBA VEGETATIVE SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE �PLANTIHG SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATEDSHELF I. SURFACE WATER CONTR13L MEASURES TO BE INSTALLED ACCORDING TO PLAN. VEGETATION. I!. AREAS TOO SEEDED SHALL BE RD�PED AND SPREAD WITH AVAILABLE SPREAD 41 TOPSOIL OVER AREAS TO BE H+l.AN1ED BLISHI tNGOtNMI GRADE AND ESTA TOPSOIL 3' DEEP. TOTAL SEEDBED PREPANIONS DEPTH SHALL BE DEEP. SAD 41 TOPSOIL OVER AREAS TO E SEEDED AND ESTABLISH UNIFORM PRaBt TO PLANTING PLANT ANY TWO M) flF THE FOLLOWING SPECIES vITHIN 3. LOOSE ROCKS. RATS AND OTHER OBSTERFEREiS SHALL BE FROM FROM THE QUA PRIOR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO THE LDUTS 13F THE DESIGNAYED VEGETATED SHELF AT A DEM M MOT LESS THAN SURFACE SO THAT THEY WILL NOT ESTABLISHMENT AND WITH THE ESTAILEPR SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER L GHTLY, ONE PLANTING PER SQUARE YARDI OF VEGETATES SURFACE FIR FINAL SEEDBED PREPARATION, SURFACE ATI APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY AT FINISH G AT FINISH GRADES SHOWN, SHHAL,L. BE REASONABLY SMOOTH AND UNWORN. WITH STRAIGHT BLADE DISC D'i FLAT AREAS AND WITH ASPHALT TACK trP4ReT 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING WHERE SLOPES EXCEED 4X. ra ABOVE. IN ADDITION, PROVIDE LD LBS/1000 S.F. OF SUER Sappltarla l�olia Arroshrnd/Duck Potato PHOSSPECPHATE. MATERIAL MATERIAL APPLICATION RATE Andr opWo^ v* dcux 00mm� S IF SOIL TEST IS TAKEN, PROVIDE LIE AND FERTILIZER ACCORDING TO SOIL TEST A^ & apsop"p^, plorlera`tus f► �°'' '°� S. LIME AND fERTILIZER SHHALL BE APPLIED IRNiFORIR.Y AND MIXED WiTFH THE SOIL LINE TONS/ACRE = SUPERPHOSPHATE600 PONDS/ACRE Cwatop►ryl M DWQereu" CoontaR DURING SEEDBED PREPARATION. FERTLI2ER(10-10-10) 1000 PODS/ACRE S luckvired� �" APRIL - JULY Saururus oeMAS Lhmrd T&K FESCUE, KY-31 SO POUNDS/ACRE BERMEl41A GALLED) 10 POUNDS/ACRE Hersh cep dc*fttus P� Pond Weed -MARCH Leersla orytoldes Rice Cutpram .NAMUARY FESCUE, KY-31 SO POUNDS/ACRE Ca -ex SdMus Stem BuRrush BERMUDA (INHULLED) BO PO1HmS/AQtE RYE (GRAIN) 25 POUNDVACRE vvaUdus =iffrs�us Soft Ruch SEPTEMOER - NOVEMO3ER Naphar luieum Spatterdoek FESCUE, KY-31 50 POUNDS/ACRE Acon � verDnM SNtehprass Atorus calonus Se�eet Flap MULCH R TOWACRE lode Ea a nadee Waterteed vslsrark awercena Wild Celery ASPHALT TACK 30O GALLONS/ACRE Zbw a aquatic . WUd RMce MM OOVER MAY VARY SEEDING TO CONFORM T'O LANDSCAPING REQUIREMENTS, HIQWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND T13 THE GRADE AND C13NTOM INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'DVER-EXCAVATE' THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED. Outlet Structure (See Detall) No 5 Bar 'U' Strap (Coat w/ Bitumastic) • r 3' Veq. l 10, v ' (10 yr storm,) Shetf ___Elev, `C' (I'Design EIevJ v Eiev. 'B' � -. .-" Permanent Pond 1 1 /8 HP FLOATING FOUNTAIN 1 TETHER CHAIN — ANCHOR — ' - Elev. 'A-11 om f orebay L Main Pond n \ 12' No. 57 Stone Draw Down Orifice (See Detail) Treatment Pond - Section Scale: None (Vertically Exaggerated) 5' BRICK OR PRECAST BROS• INC. 24' X 360 INLET CH-ON-2 CONC. GROUT RILL BRIM OR PRECAST F007MRG � � . � 4 • 2300� coNc. . 4 • � a . �a . * � • SIS s Sw ro" Won 4'O` Drop Inlet Detail NO SCALE Embankment shall be constructed of uniform native material (free of excess silt, rock or gravel, debris or vegetative matter) compacted to 95% of maximum dry density In accordance with ASTM B1557 (8'-12' Lifts) Outlet Pipe (Site and Material per Drainage Plan) Anti -Float Block (60 CF Concrete) Emergency Splllway (100 yr. Flood Elev.) Anti -Seep Collar (See Detall) ELEVATIONS LOrA= 'Al' SCHEDULE EFSERIPT113N MAIN POND BOTTOM ELEVATION 27.00 'A2' FORESAY BOTTOM 29.00 'B' PERMANENT POND 32.00 'C' TEMP. STORAGE 32.92 'D' 10 YEAR FLOOD 33.40 'E' 100 YEAR FLOOD 33.46 \—Outlet Protection (See Eroslon/Sed. Plan) STORMWATER DESIGN BY: BROS. MAC. 24' X 315' INLET CH-BM-2 W Li Z .Z —. Li la.l ry- z TRASH RACK w U /(SEE DETAIL) U ALUM BAR " ! 4-3' ALUM @ 2' O.C. r- 6' ANGLES j TOP .;,.u... ELEV 'E' PRIMARY WEIR ELEV 'C' ALUMINUM TRASH RACK �� ; k I ' 2k! DIA, C❑RREGATED ALUM, RISER C❑NC ; �LI..�_ ! OUTLET PIPE INV, FILL ; �'; ELEV 'B' RISER ,,•='" BOTTOM (SEE DETAIL) 1, ELEV 'B' 2.00 Z zl v Lr) Riser �, 54' MINIMUM Anti -Seep Collar Crystal Coast Engineering,P.A. Civil and Environmental Consulting Engineers David K. Newsom, PE 3817-3 FREEDOM WAY, HUBERT. N.C. 28539 PHONE: (910) 325-0006 N FAX: (910) 325-0060 Trash Rack PLATE HICK STEEL 6' DIAL C❑RR, i (SEE DETAIL) ALUM, PIPE i OUTLET \ INVERT DRILL 2/' HOLE \ - IN END CAP - TACK 12, WELD HARDWARE CLOTH__ ; SCREEN OVER ❑RIFICE 18 MI- 6' DIA, END CAP Draw Down Orifice Outlet Structure Details No Scale POND DETAIL SHEET SHOWNG INDIVIDUAL LOT ON MEMORIAL DRIVE PREPARED FOR DR. ADESOLA AWOM OLO & HUSBAND, _ ABAYOMI OSUNKOYA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L._PIERCE & ASSQ0AIES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910--346-9800 DATE: NOV. 22, 2005 SCALE: 1"- 40` F.B. 759,(720) PG. 3(70-71) Q� = JOB #255990 FILE NAME: AWOMOLO SEAL I = I3i18 - K. y r \ Mot SHEET 5 OF 5