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SW8060704_APPROVED PLANS_20060721
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE .�fXfXpU ZoZ I YYYYMMDD 47,55' 46.00 40' D&U.E 49 9 1 49 5 _ +S 64 4J� S 00.57,SS Q50.59 33 5o.a_ 7 t EIS 1 �N ,94", - ' +49.91 !/ � I ZONE r R-7 J NORTHSIDE AT THE COMMONS 5D.57 4 O SECTION IV 50.23 M.8.35 P.90 SLIDE J -837 `�_ ' I +49.89 +49.92 co O '9 +/ S' _ s2 50.07 49.31 +49.18 9.65 _ +�0.09 / ZONE I ON +49.36 ' G +50.{7 1 sfo I 45,75 `f EIS + 0 +49.87 8. �7. � +a9.26 49 � v � Q' +49.5 V / 49.14 r _5" MH 6*` w + .60 / \ rEx 47 0 Bb / INVr43.90 ` ` 4QCp rf�N �I4�.7� 48.52 + w 49 +50.56 8 Dip rH r46 yy �O 48.86 ` � 49.45 1S' RCP 49.3 49.31 49. 6 49.49 1 / -I it SD.79 ` 49.02 9.49 ' `50.77 To a '_ J , M8L 674 a ` 49.2 R9 49.S V= 49• 4 . 49.D�R9flyT 1DFyIAL �MPito41Z 4 Ofi oc 50 O 9r; R � �0 (9ti �` de 49. ,ryN c49.10 .. SITE DATA: NUMBER OF LOTS = 1 NUMBER OF EXISTING BUILDINGS = 0 EXISTING USE(S) - VACANT/1•iNDEVELOPED PROPOSED USE(S) - APARTMENTS TOTAL SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A NUMBER OF UNITS IN EXISTING BUILDING - N/A SITE ZONING - CU-B1 & 0&1 TOTAL ACREAGE - 314,322.76 S.F (7.22 AC.) MINIMUM LOT SIZE ." N/A AVERAGE LOT SIZE = N/A % OF SITE DEVOTED TO OPEN SPACE = 100% OWNERSHIP STATUS (RENTALS/LEASED): DEVELOPER OWNED MAP BOOK AND PAGE NUMBER = N/A DEED GOOD AND PAGE NUMBER s DB.2429, PG.636 TAX MAP AND PARCEL NUMBER = 345-10.21, 345-25.32 I REF: DB. 2429, PG.638 EIS +47.40 4� a N /F 1ST WILMINGTON PROPERTIES D.B.1590 P.719 ZONE - RS-7 o\ \ :`a 47.42 ~ +4-8.20 EIS / \� \\\ 5.34 ZONE RS-7 / / \\ +47.57 o N \\\ R / \ 1ST WILMINGTON PROPERTIES D.8.1590 P.719 / 7,7z / by 2 + \� 47.67 30' D .E (PUBLIC) 9 / / EIS 47.27 ��- � 4KJ'Z 42" E 1A0.80 4 .23 / / +47.90 S ��ox• r1s.g5 MBL� 48.31 \ 6y 48.0 +4.8.28 (+4s O AO � SMfALE 7.70 44. 3 48.32 4 .27 48.53 i +4 10 / w 48.30 an 0 raj 46.83 � 48.36 8. 1 AREA r 314,322.78 sq.fL 7.22 arns / ZONE r CU-EH +47.99 4 .9 4 .44 48.76 4 6 48.44 47.91 47.85+ 7 4 .3 �x +40.69 48.29 7 J +48.40 a 48.48 ` +49.94 49.11+ 49.03 +48.73 +� +48.68 m 49,01 MANHOLE - 48.67 46.75 48.6� Q 33.7' 48., 4a.45 IN Tr43.�'81 48.65 +49.15 \ +y 48.97 El i An / 47. \� +47.47 - 35' MBL -- - S te_ E)OST 6" W.M. (VERIFY 47 1 + .7 20+t +49.69 LOCATION DEPTH 49.69+ +49 S'RCp e47.62 CHECK VALVE / / r EIS / \ 45.53 \ 47.56 \ `/ 43.76 47.0 �. SF $ �r� \00 \ < N /F \ \ 47.9 AUTUMN RIDGE \ \ / D.B.1742 P.119 +47. \ \ ZONE = CU-B1 \ 47.04 (APARTMENTS) +4 81 \ \ 4708 \ 44. 2 \ +47.8D 47. 3 \ \ \ 47.4 / 1 \ +46.72 \ / 44>,04�� 446. 6` +47.12 \ \ +46 47 \3 4 04 4 . 01 \ T -_ -- 5` MR +46.62 p 45.81 CHECK VALVE ST CVERIF'Y- IN1�44. ~ 46.46 4AMANHOLE - LOCATION & EPTH� _ 15" R ���� VICINITY SKETCH NOT TO SCALE 49.26 1/ 49.74 \ 49.36 \ CURBING TODBE REMOVED �TOPs4 .65 47'88 4t3.[u an.�5 9�as 4i.37 \ 4i.: x _„�� n � INY�41 rs 37.0' 49.1 48.62 48.11 y� + -_-79.22 .42 �cDANIEL IVE - 60'R/W (PUBLI ) n +47.� --8.24 a INY-43.� 7.74 eb 1 4 EASTING SMEWALK 7.80 48.05 NG SM1D_E ALK s., EXIST 8" SAN SEWER 47.97 ., TOP-47;82 48.33 I; SIS - SE IRON STAKE EIS = EXISTING IRON STAKE D.B. - DEED BOOK PG. - PAGE M.B. = MAP BOOK ECM - EXISTING CONCRETE MONUMENT SCM - SET CONCRETE MONUMENT D.& U.E. - DRAINAGE & UTILITY EASEMENT PAINTED STOP BAR - HANDICAP ACCESSIBLE o - PROPOSED STOP SIGN HC - HANDICAP ACCESS 1, 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 BOUNDARIES NOT SURVEYED ARE;, CLEARLY INDICATED; THAT THE RATIO OF PRECISION- ,I�r."%,, AS CALCULATED IS 1:10,000+; WITNESS MY ORIGINAL SIGNATURE, LI}RE NUMBER AND ._� THISL2_ DAY OF _ 2U ��'• y _ SEAL = r L-2596 J0 CE .L.S.r �L-2596 L ill 111II110\0 48.29 48.57 NOTES: 1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS 2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK PLAN 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR THE B-TYPE UNITS. 4, THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS. 5. THE BACK PORTION OF THE PROPERTY IS -WITHIN THE ETJ AND AN ANNEXATION PETITION WILL NEED TO BE FILED. 6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE LOOPED. 7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. 8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF CONDITIONAL AND SPECIAL USE PERMIT APPROVAL AFTER *41CH, THE CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND VOID. 9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL FOR ALL BUILDINGS. 10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE-8 UNITS. LINE TABLE LINE BEARING LENGTH L1 I S88' 1'13"E 1 4-63 it + 46.62 3 el 7 46.88 7 46.70 �CpBp� g� 1NV-44.1763 47.10 I �r46.7T"��}a6.70 46.92 n ' I TQP� 4¢.7 47.16 �I111 44 � =47.41 INV -43.94 CURVE TABLE CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT C1 S18 4'20" 44.33 5'17'53" 479.62 44.35 22.19 C2 50 8'1 "E 1 139.31 17'14'0 " 464.85 1 139.84 1 70-45 OWNER ELOPER: JOHN A. PSILOS & BERRY KRATSA 106 COJACK LANE WILMINGTON, NC. 28409 (910) 262-0558 PROPERTY ADDRESS: MCDANIEL DRIVE EXTENSION JACKSONVILLE, NC. 28546 APPROVED NORTH CARDLINA ENVIRONMENTAL (/ MANAGEMENT CO MMISSIDN i �,J f 4v DIVISION OF WATER QUALITY 1 i��'i- (, 6 20n6 i SSW 8 %070H EXISTING CONDITIONS SHOWING CH ARLESTON PLACE PREPARED FOR JOHN PSILOS & BERRY KRATSA JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE - SURVEYING 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346--9800 DATE: DEC. 4, 2005 JOB # 2551033 F.B. P.G. SCALE: 1 "= 40' FILE: PSILOS, JOHN (BASE 12-20-05) (WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC) REVISIONS: FEB. 10, 2006 (TRC) GRAPHIC SCALE 40 0 20 40 SO 1E0 ( IN FLT'r ) i inch = 40 f S iCT i i -f y , ,, .'...'y.. rl r�'r •j , t,r;. y i ,i t r+ I ,r -rl t, rKr,. ..,.y..-, at n.� d ..l'K rf' r1r1 ry �1=1+t,,�t'.�y't-5y: �4 ,. i'1t :.• ' tl1. ii ie �.' •r F .l'i ... �.. i' .. �.. .i31 - y � � 3`� � ,. .. ti_.. ,�•f L11� k ,ri lam. il1i► .. 1 40' D&U.E _ L 0 , _ EIS -� � Sol a � 1 K � r 9A� ' 1 (0 I 1 ' 2 __ ZONE + R-7 ' NORTHSIDE AT THE COMMONS O SECTION IV ' M.B.38 P.90 SLIDE J-837 �r F� O $ ' LOOR 5 SIDEWj v S.F. 300 S.F. sr Ol • TEE 'A' I IRM PROPOSED EIS ASPHALT y � ' � r� S OI=A w 300 _J TOP-49.05 �X �) 7I • • INV-43.90 \ • � �vcAno T7pN � DE,� �'P1�r N •• � � EIS h s8 EIS Tm •I ZONE = RS-7 N /F t>A 1ST WILMINGTON PROPERTIES D.B.1590 P.719 DUMPSTER PAD - OPAQUE E WOOD 30' D&U.E (PUBLIC) Qu 5 FENCE ON 3 SIDES. 8' OPAQUE WOOD GATE ON FRONT. CONTAINS 2 DUMPSTIIRS ,�, x I (D EIS 5s" E � x C 'J IN .0 �.52'4z• E Igp.8� PROPOSED wo _ rMe •A• IIrRt'LI1 EIS . S CAppR0A, 119.95 POND #1 .�„ W 215 H�LJ I-BLDG. I ALT 4220 2 IBEDROOM 7 3 STORY BUILDING (24 UNI a S.F. PER FLOOR - 9,436 Ln TOTAL S.F. - 2t9,308 Ha + t FF-30.QO WOOD STRUCTURE W/SIDING . 2t SIA`T -L] &I I I I I I I I,' STOP ZONE +Odd ASPHALT 213 S.F. 2p0 - 20 SP ES - 5® • NJC TYP # �t BLDG. � 2 BEDR� 7 TYPE -A I FNtST FLOOR v �� 3 STORY BUILDING (24 UNITS) L- --- --- S.F. PER FLOOR as 9.430 111tapo6Eo > TOTAL S.F. -�� ASPHALT '50 I WOOD STRUCTURE W/51DINJ r_14 \ 24•o• PROPOSED 4 � 1 'oft ASPHALT N - SITE DATA `= NUMBER OF LOTS - 1 NUMBER OF EXISTING BUILDINGS) - 0 EXISTING USE(S) - VACANT PROPOSED USE(S) - APARTMENTS/CLUB HOUSE SPECIAL/CONDITIONAL USE PERMIT SOUGHT - APARTMENTS WHERE THE TOTAL COMBINED SQUARE FOOTAGE EQUALS OR EXCEEDS 25,000 S.F. SQUARE FOOTAGE OF PROPOSED APARTMENT BUILDINGS - 140,994 S.F. SQUARE FOOTAGE OF PROPOSED CLUB HOUSE - 4368 S.F. TOTAL SQUARE FOOTAGE OF PROPOSED BUILDINGS - 143,030 S.F. TOTAL SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A PERCENT OF SITE DEVOTED TO OPEN SPACE - NUMBER OF UNITS IN EXISTING BUILDING - N/A NUMBER OF TOTAL UNITS PROPOSED - 120 NUMBER OF 1-BEDROOM UNITS - 4 UNITSAUOR (12 TOTAL) NUMBER OF 2-BEDROOM UNITS - 8 UNITS/FLOOR (96 TOTAL) NUMBER OF 3-BEDROOM UNITS - 4 UNITS/FLOOR (12 TOTAL) SITE ZONING - CU-61 do Odd TOTAL ACREAGE - 314,322.70 S.F (7.22 AC.) NUMBER OF LOTS - 1 MINIMUM LOT SIZE - N/A AVERAGE LOT SIZE - N/A NUMBER OF UNITS;7 7 OWNERSHIP STATUS (RENTALS/LEASED): DEVELOPER OWNED NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102) (2 SPACES FOR 2 OR MORE BEDROOMS) J240 SPACES X 20% REDUCTION} NUMBER OF PARKING SPACES REQUIRED - 195 (INCLUDING 8 HC) NUMBER OF PARKING SPACES EXISTING - 0 NUMBER OF COMPACT SPACES ALLOWED - 69 NUMBER OF COMPACT PARKING SPACES PROVIDED - 0 NUMBER OF PARKING SPACES PROVIDED - 274 (INCLUDING 9 HC) MAP BOOK AND PAGE NUMBER - NOT ONE RECORDED DEED BOOD AND PAGE NUMBER - D8.2429, PG.638 TAX MAP AND PARCEL NUMBER - 343-10.21, 345-25.32 CALCULATION OF REQUIRED LANDSCAPED AREA - 1,618 S.F. CALCULATION OF VEHICULAR SURFACE AREA EXISTING - 0 CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 113,253.30 S.F. IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) - 115.253 S.F. IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) - 258.613 S.F. REQUIRED LANDSCAPING: REQUIRED INTERIOR LANDSCAPING - 8,795 S.F. PROVIDED INTERIOR LANDSCAPING - 6,863 S.F. REQUIRED EXTERIOR LANDSCAPING - 6,795 S.F. PROVIDED EXTERIOR LANDSCAPING - 6,795+ S.F. TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - 314,503 S.F. (7.22 ACRES) IMPERVIOUS SURFACE RATIO - 0.62 (MODERATELY HIGH) # OF TREES REQUIRED - 25 # OF TREES PROVIDED - 25 # OF SHRUBS REQUIRED - 202 # OF SHRUBS PROVIDED - 2002 POND #1 LINEAR FEET AROUNO POND - 358.00 LF TREES REQ. PER 50 FEET - 7.16 TREES SHRUBS REQ. (MUST COVER 50% MATURITY) - 14.32 SHRUBS POND #2 LINEAR FEET AROUND POND - 359.00 LF. TREES REQ. PER 50 FEET - 7.18 TREES SHRUBS REQ. (MUST COVER WX MATURITY) - 14.35 SHRUBS A `TYPE A BUFFER" IS REQUIRED FOR THIS SITE. IT WILL CONSIST OF A 6' OPAQUE FENCE COVERING ENTIRE LENGTH OF BUFFERYARD. SUCH A SCREEN MAY BE COMPOSED OF VARIOUS COMBINATIONS OF FENCE, PLANTED VEGITATION, AND EXISTING VEGITATION. SEE SECTION 115-3 OF JACKSoNVILIE'S CITY ORDINANCE. 69 SMALL TREES. SHALL MEAN TREES WITH A TYPICAL HEIGHT RANGE OF MATURITY OF BETWEEN 10 AND 25 FEET. 46 LARGE TREES. SHALL MEAN A TREE WITH A TYPICAL HEIGHT OF MATURITY OF 25 FEET OR MORE. *AT INSTALLATION, DIRGE TREES SHALL BE A MINIMUM OF 8 FEET HIGH: SMALL TREES BETWEEN 4 AND 5 FEET HIGH. ALL TREES MUST HAVE A MINIMUM 1-INCH CALIPER WHEN PLANTED. REF: OB. 2429, PG.638 =1,M X / 260 S.F. RECREATION AREA • TYP CI AREA �* q 314,322.70 sft. -'► ,7.22 acres - CU-91 Lf JAS a a r .: 3 m 19 _ \�S =�� • RB �j 2 S A S • 24 SF. \ cU Eq \ r i►t ��' + NV-46 24 WLOCATION � (VERIFY �` �� __ E 0 D "1r - - EIS - - - - - - - - - - r arf_ffr `SIN CHECK VALVE \SfWFR �� MANHOLECe S , �g 53 INV-43 96 \ 33.7' TOP W48.45 CnNS1RE,P_T1nN NnTRC• INV OUT-45.61 I. 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. 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL MEET VATH THE CITY OF JACKSONVILLE'S SPECIFICATIONS. S. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE FILL AS REQUIRED. G. THIS STE IS SUBJECT TO SELECT CLEARING AND No CLEARING WILL 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. R. 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 ENIRANCE/W:XXIT 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 DETALLS. 11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' 13. AS 'MIS 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 PRIOR TO RELOCATE 15. CONTRACTOR TO LOCATE ALL U71UTIES PRIOR TO CONSTRUCTION. 18 DEVELOPER TO INSTALL STOP SIGNS PER MUTCD STAND 37.0' N /F WESTERN BLVD, 1ST WILMINGTON PROPERTIES D.B.1590 P.719 / ZONE RS-7 MOOSEHAVEN ROAD / C�ll 3; on8 1308 EIS / 0 E �Q \ 6 0eo ZG DLMPSTER PAD _ 9' OPAQUE WOOD � 9 FENCE ON 3 SIDES. W OPAQUE WOOD 1 GATE ON FRONT. CONTAINS 2 + DUMPSTERs ,A 1d eurror •1 JACKSONVILLE .... Twe 'A" su"a--p " EIS VICINITY SKETCH PROPOSED NOT TO SCALE you 386 26011F. # POND #2tUCTURE C N/F AUTUMN RIDGE D.B.1742 P.119 • • #)t X X ® \ \ ( ZONE CU-B1 (APARTMENTS) 5' SIDEW TYP / \ -► 5 SIDEWALK lYP Cn BLDG. #2 \ - �13 PA S - • a 2 BEDROOM \ / N 3 STORY BUILDING (24 UNITS) \ \ 252 S F. S.F. PER FLOOR - 9,435 / b f- I TOTAL S.F. - 24,306 \ N � FF-49.00 I TYPE -A -, WOOD STRUCTURE W/SIDING • r., .-.LPA LS 5 SIDEWALK TYP «- • S STOP • - J2 fAC 5 • \ vi ,� 200 �UF Tao SF. b ASPHALT -► 224 S.F. 200 &F • lYP 231 S.F. :•: - 5 JS •' STOP _ 8 SDACES 1 7 � b •� S' • SIDEWALK • ,Yp •i T / \ 24.0' # i BLDG. � 3 I F FL" 2 BEDROOM / J o 3 3 STORY BUILDING (24 UNITS) L $ �' PROPOSED S$ S.F. PER FLOOR - 9,436 ASPHALT ASPHALT TOTAL S.F. - 28.308 \ • is # f '4'; FF-49.0 &3 N13� I WOOD STRUCTURE W/SIDiNG PROPOSED : IM uC. CURB (TYP.) ASPHALT• >- S.F. S.F 250 \ • • � � 5' SIDEWALK TYP � \ \ / • 366 F. • 9 SPAtS a • M < •e / no S.F. 2e2 S.F. „ ♦, PROPOSED � t ASPHALT ` 2, - -• - - - - 35' MBL- -- - -- -35 -'""FIST rff ti� VALST Br"�PI• <VERIFT" 44 pQ � 20' D&U.E LOCATII]N 8. DEPTH) INCHECK VE 15 RCP �- ANH _.- 5��-------Z'FII'LR(�AN±7E----- ------_._.,.: �- .. ..-_- _ _. .- - __ .� -�-- ANH !r snHeEr u1w AREA OF S€DEWALK do CB CB CURBING TO BE REMOVED ZQP-4�j.¢15 McDANIEL DRIVE -- 60 R/W (PUBLIC) Ce CB e LEGEND: SIS - SET IRON STAKE EIS - EXISTING IRON STAKE D.B. a DEED BOOK PG. - PAGE M.B. - MAP BOOK ECM EXISTING CONCRETE MONUMENT SCM SET CONCRETE MONUMENT D.& U.E. = DRAINAGE & UTILITY EASEMENT STOP= PAINTED STOP BAR - HANDICAP ACCESSIBLE o = PROPOSED STOP SIGN HC = HANDICAP ACCESS (SIOBE R1-1, 30• INSTALLED] VEGETATIVE GROUNDCOVER 17.HPARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR OR SMALL SHRUB 12-8 SIGN. I& NO NATURAL GAS ON SITE. 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). Q - DECIDUOUS TREE 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 JACKSONVLWS SPECIFICATIONS. - MULCH GROUNDCOVER 22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 3720438800J, EFFECTIVE DATE NOVEMMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS. NOTE: ALL LANDSCAPE AREAS 26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. NOT MULCHED SHA4. BE SEEDED 27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. OR SODDED. ,N%�'i41" trlr'rill� 28. ALL EXTERIOR LIGNTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY ����\` QLINA TRAFFIC OR ADJACENT PROPERTIES. I, JOHN L. PIERCE, CE T* A Ifi PLAN -,,WAS 29. A 'TYPE A BUFFER' IS REQUIRED FOR THIS SITE. IT WILL CONSIST OF A 6' OPAQUE FENCE DRAWN UNDER MY SU,I�+gldt AEI A6VAL SURVEY COVERING ENTIRE LENGTH OF BUFFERYARD. SUCH A SCREEN MAY BE COMPOSED OF MADE UNDER MY SUP R Sf (D ED R DES SHOWN VARIOUS COMBINATIONS OF FENCE, PLANTED VEGETATION, AND EXISTING VEGETATION. SEE SECTION 115-3 OF JACKSONVILLE'S CITY ORDINANCE HEREON); THAT THE �) N RIE S ARE 30. ANY SNGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE, CLEARLY INDICATED; T E OF ISION 31. THIS STE IS NOT LOCATED ON THE PEDESTRIAN CIRCULATION PLAN. AS CALCULATED IS 1 ESS 32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE ORIGINA SIGNATURE, -zl NSURE RUM I ztEAL UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE GRADE (OVERHEAD THIS DAY OF CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES, OR ANY 01HER OBSTRUCTIONS SHALL BE REMOVED AND/OUR RELOCATED IN ORDER TO CREATE ` ' ,, � f) AND MAINTAIN THIS CLEARANCE. -1 ERE ARE NO NOTES 23, 24, 25. THEY HAVE BEEN DELETED- JOHN L PIER L-2596 INV�45 7b INV=V 83 EXISTING SIDEWALK s �g EXIST 8" SAN SEWER -- - -- --r� SSMH OP-47.52 TOP-47.41 INV OUT 45.62 INV -43.94 52.8' NOTES: 1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS 2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK PLAN 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR THE B-TYPE UNITS. 4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE REMAINING GROUND FLOOR UNITS SHALL BE TYPE--B UNITS. 5. THE BACK PORTION OF THE PROPERTY IS WITHIN THE ETJ AND AN ANNEXATION PETITION WILL NEED TO BE FILED. 6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE LOOPED. 7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. 8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND VOID. 9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL FOR ALL BUILDINGS. 10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE-B UNITS. LINE TABLE LINE BEARING LENGTH L1 S8 *31'1 3-E 4.63 CURVE TABLE CURVE CHORD BRG CHORD DELTA I RADIUS ARC TANGENT Cl S18 4' " 44.33 517' 3' 479.62 44.35 1 22.19 1712 S 7'0 '1 8"E 139.31 1714'09" 464.85 1 139.84 1 70.45 Water, Sewer & Stormwater Design By. CRYSTAL COAST ENGINEERING, P.A. 3817-8 P'EaMMM RAY - Hi7BERT, N.C. - WINIS Phone (910) 525-000a Fez (910) 325-DWO www.crywtalooastenginearing.com David L Newsom, PE SITE & LANDSCAPING PLAN SHOWING CHARLESTON PLACE I PREPARED & P � JOHN P s LoSBERRY KRATSA JOIN A. PSIJACKSONVILLE TOWNSHIP, 106 COJACK &BERRY KRATSA CK LANE ONSLOW COUNTY, NC WILMINGTON, NC. 25409 (910) 262-8558 PREPARED BY JOHN L. PIERCE - SURVEYING 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PROPERTY ADDRESS& PHONE: 910-346--9800 DATE: DEC. 4, 2005 MCDANIEL DRIVE EXTENSION JOB # 2551033 F.B. P.G. JACKSONVILLE, NC, 28546 SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05) (WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC) REVISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC) GRAPHIC SCALE 40 0 20 40 a0 160 ( 1N FEET ) 1 inch = 40 ft. SHEET 2 OF 11 0 AN ),dw 03/D2/�6 ©7 47137 AM EST -- __ - j ,T". •, r i � r:ti 1 ;r -T , r i , c.-},a rpy r' . Y:i 1't r rr- � r fir* r r. v r,•r.K � j a ; ., �' i '�r e7� i ,1-�r 1`f l4 lr=,•, �fY.�li. _ . -- - -`- .. ,.I • .._ t 1 S Lf E' .: ..: r, ' _ ! . i-Li. _ \ \ / 47.55 / */4Z 40' D&U.E +49.844Z 8. + \\ S 64 J \ / EIS+47ao g8 / 4. N 0�� � EIS ZONE = RS-7 N/F 1ST WILMINGTON PROPERTIES 6F j D.B.1590 P.719 7.72 DUMPSTER PAD - III OPAQUE WOOD 30' D .E (PUBLIC) FENCE ON 3 SIDES V OPAQUE WOOD -` GATE ON FRONT. CONTAINS 2 DUMPSTERS -- �� EIS/ CLUB HOUSE 4.23 TOTAL S.F. = 2.366 COMMONS+49.91 ZONE R-7 NORTHSIDE AT THE M i. . - I LIM • SECTION IV eJ ■►rir�� � RI2L�'T• . r 0.09 4878 EIS -49 +495 ;. - L�/' • �: L :ri�,>: �.. i.� : �,� , �;/�� sxs � � IL.arAc'.����'lyLr•[i'ua:: Jill 49. \ `gReA \ 49.06 I�RBIN�`T0 B \Fk/ST � 49,10 DRAINAGE PIPE CHART 0'.1T LET "F" G.90 1.-�4 1S" ,.. 53 -24 t.33 .0 2 '118 1.6 -2.5 24" 0.25 35 3.40 3.1 i4" 0.75 65 .. 3.18 14.9 1H" 0.56 45 _., f Arse <IQ ^c :f : > 17 p, Q-CIA Q-281 x 111,RCP Helnfo ad ?cnc _c r,:n. oulleea, Da-- �Frt;; LF = L:near c'Ael 11'.=/.17 in,nr. FPS 'eet and ,u : 1 . ha use NCDOT ap�. cve l R P for a- u neath NCI f :: ' or FCic 1 :adways. I.0 nL ,c _or rn y ,- tTci 'r appr co 3^_P cr HJPF. (2 ,-1 1) 'r \-i -,!her area.: in'lud'.r dr_✓ew noes. REF: DB. 2429. PG.638 TOP=48.17 CHECK VALVK\ GRATE=47.6 MANHOLE N : 17 as.s7� a8.75 �/r�1 \ O• 48.6� U P 33.7 as. A9 "S.4a IN T�45.91981 48.65 +49.16 + G Construction Sequence: 48.97 A. Notify Engineer, Owner and Land Quality Section prior to beginning construction. B. Install stabilized construction entronce(s). C. Install silt fence where Indicated. Install where Indicated. Silt fence shall be maintained until the area Is stabilized competely. D. Construct stormwoter ponds. Install outlet structures. Construct outlet protection where shown. E. Rough grade site. Place R11 where required. E. Install swales. Install swale liners (sod or stone as required). Seed swale banks and other adjacent areas. F. Maintain erosion control measures as needed to assure full functlonabllllty. G. Place ABC over compacted subgrode. Install asphalt surface course. H. Reseed and mulch shoulders and ditches as necessary. I. Seed, fertilize, and mulch all disturbed areas within 15 days of completing any phase of the grading work. J. Permanent groundoover for all disturbed areas within 15 working days or no more than 30 calendar days following completion of construction. RIP RAP SCOUR PAD SCHEDULE s..'I usina NI ;, 1)1 SSi Pa for Charts Jh;L^r;=Y LENCTH WIDTH TYPE RRSP N (fps) SONE (feet) (feet) S-ONF. 1 1.c 2 5.0 2 8 5 C1"B" _ 4.Q 2 10 5 C1 • 7.S 2 10 `o C1'B" L-- 0 0 LJ O NO, Li 49. is 41- 0 48.69 RiNm�� Ifs • .;,,;.�,sp ` �'--��s1 II;Ij�I•Yi'T•Vv I %:•_v:•46 5�'e � e �WIa,.F9r:1.3=.1';iy5��(•i.'!L..SS..Sa::.Zws:S'i•?, ,+..:::..?«�:� N/F 1ST WILMINGTON PROPERTIES D.B.1590 P.719 ZONE - RS-7 t - 7' OPAQUE WOOD CS. e' OPAQUE WOW P 0 3 +47.09 VICINITY SKETCH NOT TO SCALE Legend TEMPORARY GRAVEL CONSTRUCTION ENT/EXT a SODDING O MULCHING OM RIPRAP-LINED CHANNEL •qws� SOD -LINED CHANNEL LEVEL SPREADER OUTLET STABILIZATION STRUCTURE EXCAVATED DROP INLET PROTECTION (TEMP) E3 FABRIC DROP INLET PROTECTION (TEMP) CI BLOCK & GRAVEL INLET PROTECTION (TEMP) TEMPORARY SEDIMENT TRAP SILT FENCE -of- ROCK DAM �- V= ^ 1) CHECK DAM ► 0 \ PROPOSED FINISH GRADE \ \ / \j\ PROPOSED TOP OF CURB GRADE 47 \ PIPE LABEL ,•A•i \ Ewsnrlc coNrolxt zs PROPOSED CONTOUR -24- r- BOX 6'\ \ TOP=47.45 11"` BLDG. #3 ' 2 BEDROOM 3 STORY BUILDING (24 UNIT S.F. PER FLOOR - 1 ,436 TOTAL S.F.. FF_49.00 WOOD STRUCTURE W/SIDII ST " LOCATION & w anszr useT- 1 a °0 INV- 3.92 \ L a6. 6 S \� \ >s .1 ALT as oa p� TOP=46. 7 ?VI\ 4. 0 INV-44.0 J 4662 �2 CHECK VALVE 1S, L \ MANHOLE �i / INV. 3.51 - �4 . 461,55 CURBING TO BE REMOVEP�TOP�4]e3 \ 48 INI 41 .,•�\» 46 *s T,yP1Q73 47.10 49137'D' 48.62 48.11 a6s2-+49.22 49.42 McDANEL IVE - 60,R/W (PUBLI b.11 46.7o++4 //7{/�7- // / LEGEND, SIS - SET E IRON STAKE EIS = EXISTING IRON STAKE D.B. = DEED BOOK PG. - PAGE M.B. - MAP BOOK ECM = EXISTING CONCRETE MONUMENT SCM = SET CONCRETE MONUMENT D.& U.E. - DRAINAGE & UTILITY EASEMENT S® • PAINTED STOP BAR �. = HANDICAP ACCESSIBLE o - PROPOSED STOP SIGN HC = HANDICAP ACCESS 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 BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE,RATIO OF PRECISION AS CALCULATED I ,a:10,QOO+; WITNESS MY ORIGI-�Q SIGDNA %J3 SLRt'•J�UMBERA NO SEAL JOHN L. PIER L. . tL]------ "IND SUP *',4: HN �• \° /�!'l11111Ilillll\1\\\\\ 47.16 e 4 11ti \\ 48.05 EXISTING SIDEWALK / :•� = Sj •' •. ' \ ey_ _ _EXIST 8" SAN SEWER - - - --�f 4•e SFAt 47.97 JQP�47.52 SSMH 46.33 - - - - - - - - - - - TOP=47.41 i s j e !; NWOUT-45.e INV -43.94 . 49.29 48.57 �i nu i'"`` Water, Sewer & StorrTlwater Design By. NOTES: CRYSTAL COAST ENGINEERING, P.A. 1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 3e17-3 FRL'®ON RAY - HUBRCI', N.C. - 28539 WATER AND SEWER MAINS Phone (910) 325-OWS Fax (910) 30-0060 2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONNLLE'S SIDEWALK El www.crystalooset nsine"110{.com David E. Newsom, PE PLAN 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT ' THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR THE B-TYPE UNITS. \/ $PEGIAL NOTE GONGERNING WETLANDS: THIS SITE CONTAINS NO WETLANDS. r�� 4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE GRADING, DRAINAGE & STORMWATER PLAN EROSION & SEDIMENTATION CONTROL PLAN: REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS. 5. THE BACK PORTION OF THE PROPERTY IS WISHOWING THIN THE ETJ AND AN CHARLESTON PLACE ANNEXATION PETITION WILL NEED TO BE FILED. 6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE PREPARED FOR LOOPED. JOHN PSILOS &BERRY KRATSA 7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. JOHN A. PSILOS & BPRRY KRATSA ONSLOW COUNTY, NC 106 COJACK LANE JACKSONVILLE TOWNSHIP, NILMINGTON, NC. -54G" PREPARED BY 8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL (910) 262-8558 JOHN L. PIERCE - SURVEYING APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 VOID. IPROPFRTY ADDRESS: PHONE: 910-346-9800 DATE: DEC. 4, 2005 MCDANIEL DRIVE EXTENSION JOB # 2551033 F.B. P.G. 9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL JACKSONVILLE, NC. 28546 FOR ALL BUILDINGS. SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05) 10. THERE ARE 6 TYPELL ACCESSIBLE UNITS (SEE LOCATIONS E (WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC) VISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC) BUILDINGS) AND AOTHER GROUND FLOOR UNITS SHALL BE TYPE-B RE UNITS. GRAPHIC SCALE 40 o zo 40 eo Tao NOT RELEASED FOR CONSTRUCTION MARCH 16, 2006(ADD EASEMENT OVER STORM DRAIN ON SITE) ( IN Fp ) MAY 12, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON) JUNE 20, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON) 1 inch = 40 fL JULY 7. 2006 PER DWQ STORMWATER AN05).dw 03/02/06 0747i37 AM EST SHEET 3 OF 11 'If 1 1 1 1 .!, ry TIC I i 4 i� 1 1t1 A r-r 1. I i! AA' I. -.1 _ A i i _ - i ! 40' D&U.E EIS m � z Q; I N 9 i Cp •I 1 ZONE - R-7 NORTHSIDE AT THE COMMONS O SECTION IV M.E.36 P.90 SLIDE J-837 ' T"It-A 1 Q ' mm FL m j 5 SIDEM 77 . f AS�y �lT EIS ' ! MH TOP-49.05 INVw43.90 Nvw+e.30 _ I k) REMOVE EXIST HYDRANT - CONNECT TO EXIST 6" STUB SPECIAL UTILITY NOTES: 1) NO CONSTRUCTION OF EITHER WATER OR SEWER LINES IS TO BEGIN PRIOR TO RECEIPT OF PERMITS TO CONSTRUCT FORM NCDENR IN ACCORDANCE WITH 15A NCAC18C.0305(a) AND 15A NCAC 02H.0204 2) LOTS WITHIN THIS PROJECT ARE SUBJECT TO THE PROVISIONS OF THE POLICY FOR ALLOCATION OF THE LIMITED SEWER FLOW CAPACITY AVAILABLE UNDER ENVIRONMENTAL MANAGEMENT COMMISSION CONSENT ORDER WQ S05-002. THIS PROJECT WILL WILL REQUIRE AN ALLOCATION OF 'lIRAft GPD. �01240 SPECIAL NOTES REGARDING WATER PRESSURE AND BACKFLOW PREVENTION CITY OF JACKSONVILLE WILL REQUIRE USE OF DOMESTIC WATER SERVICE BOOSTER PUMPS AND FIRE SPRINKLER SYSTEM PUMPS ON ALL MULTI -STORY BUILDINGS IN THIS PROJECT. UTILITY SYSTEM DESIGN IS BASED UPON THE ASSUMPTION THAT ALL PUMPS WILL BE LOCATED WITHIN APARTMENT BUILDING STRUCTURES AND THAT PUMPS WILL BE DESIGNED BY PLUMBING SYSTEM DESIGNER. INSTALLATION OF PUMPS WILL REQUIRE THE FOLLOWING SPECIAL BACKFLOW PREVENTION MEASURES DOMESTIC WATER SERVICE: UTILITY CONTRACTOR SHALL INSTALL USC APPROVED RPZ BACKFLOW PREVENTER ASSEMBLY (WILKINS 975XL OR EQUAL)IN WEATHERPROOF "HOTBOX" ENCLOSURE AS SHOWN. SPRINKLER 1 Mid BUILDING CONTRACTOR SHALL INSTALL USC APPROVED RPZ BACKFLOW PREVENTER ASSEMBLY (WILKINS 975XL OR EQUAL)IN WEATHERPROOF "HOTBOX' ENCLOSURE AS SHOWN. 17 DB. 2429, PG.638 BLDG. #1 OM 3 STORY BUILDING (24 UN11 S.F. PER FLOOR - 9,436 TOTAL S.F. - 28,308 IrF=80.00 WOOD STRUCTURE WAIDIN JD TV G.1(. 'fi EIS ZONE RS-7 / N /F 1ST WILMINGTON PROPERTIES / D.B.1590 P.719 DUMpSTER PAD - e' Opp WOOD 30' D&U.E (PUBLIC) / FENCE ON 3 SIDES, 8' OPAQUE WOOD GATE ON FRONT. CONTAINS 2 DUMPSTERS ,4 x I EIS CW8 HOUSE / PROP ED x � & cT2, + P #1 +� �W DING 0 R-�PjfI_t ff_rSri j „V / 6" G.V. & aHYDRANT X RECREATION AREA -o 6d G.V. # i nLLI ASM T Z o _ !fig• �' 45' BEND 8`x5" RED � �T �, .� _'_ -- -- .� fan--�..,•�,^„�,�." - - ..�st e' w.M. (VERIFY . _ LOCATION 6 DEPTH) PROPOSEQ - REM ----- EIS ----- - _-----rstnaTM.+�_-- 8„ _ Oy,£D S ICHECK VE�Py, �I II , V. 33.7' TOP-4Q45 INV OUT-45.61 n BLDG. Njy6 2 BEDROOM STORY BUILDING (24 UNITS) S.F. PER FLOOR - 9,436 TOTAL S.F. - 2A308 FF-48.'.i0 11110000 STRUCTURE WAIDIN( 8"4" TEE' 6" G.V. & HYDRANT - -- - I nvw him L---- 0 a 37.d " WA' ;ERV. N /F 1ST WILMINGTON PROPERTIES D.B.1590 P.719 ZONE - RS-7 EIS DUMPSIER PAD - S' OPAQUE WOOD w` FENCE ON 3 SIDES• I!' OPAQUE WOOD GATE ON FRONT. CONTAINS 2 DUMPSTERS IS A WATER PUMP\� STATION PROPOSED POND #2 BLDG. #2 2 BEDROOM 3 STORY BUILDING (24 UNITS) S.F. PER FLOOR = 9,438 TOTAL, S.F. - 28,308 FF-49.00 WOOD STINC1URE W/WNG L� \ V" r� N /F AUTUMN RIDGE { D.B.1742 P.119 \} \ ZONE - CU-81 X (APARTMENTS) r___ I Try -A / WRIT fLoae 8 x6" TEE, 6 \ \� G.V. & HYDRAN L_ - -. - \ 45` BEND VICINITY SKETCH NOT TO SCALE Legend SAN SEWER (size as noted) OgSTINPROPOSED � SAN SEWER MANHOLE (Inv. noted) 17.07 • SEWER SERVICE --- 0 (riot shown for clarity) WATER MAIN (size as noted) WATER VALVE D4 FIRE HYDRANT 0" BLOW -OFF ASSY. D4� ►� WATER SERVICE ST. DRAIN (size as noted) (none proposed) STORM DRAIN INLET ® (none proposed) 8"4TEE, 6" � SEWER V. & HYD,1AN WA 6\\ �--ILI FIR TER'5 SIDEWALK i RI DG #3 I TYPE -A 2 BEDROOM F�esT rLoolli L_ / 04 3 STORY BUILDING (24 UNITS) �: \ NqDS.F. PER FLOOR - 9.436 T m / In T TOTAL FF-4®Oo�'3oe \ WOOD STRUCTURE W/SIIDING H>I ilt a CUR I (TYP.) ! / 5 SIDEWALK TW I s / IL \ PR040�0 \ 80x8" TAPPING SLEEVE & VAL _ 35' MBL .,.,.: _� �- ___ ,^ -35' CHECK VALVE �IST(VERIFi-"' INV 45" BEND-44. fMANH�E - 20' D&U.ELOCATION DEPTH) 15" R - --_5HEdt-PALE--------..,..., r,;Wuwir---------------- IE /YANWf11 r ---- AKtA Ut SULWALK ca U- REMOVE & REPLACE � CURBING TO BE REMOVED Tpp w47 ,6j -46.63 INV-45 41 a. SIDEWALK & CURB I V�4417 McDANIEL DRIVE - 60'R/W (PUBLIC) PAVEMENT REPLACEMENTce ' (10" ABC, 2" SF9.5A) ' EXISTINGS15WALK EXIST 8"SAN SEWER-._�------- ---r.� -� SSMH TOP-47 52 LEGEND& SIS - SET IRON STAKE EIS - EXISTING IRON STAKE D.B. - DEED BOOK FEBCO 805Y DCV BACK- PG. - PAGE FLOW PREVENTOR (IN BLDG M.B. - MAP BOOK UTILITY ROOM) NOTE: IF FIRE ECM = EXISTING CONCRETE MONUMENT BOOSTER PUMP INSTALLED, SCM - SET CONCRETE MONUMENT BACKFLOW PREVENTER SHALL BE D.& U.E. - DRAINAGE & UTILITY EASEMENT EQUIVALENT RPZ DEVICE. STOP 3" WATER METER (BLDGS 1, 2, 3 & 6) � =PAINTED STOP BAR - i 2" WATER METER (BLDGS 4 & 5) =HANDICAP ACCESSIBLE G. (SIZE SUBJECT TO CONFIRMATION BY BY PLUMBER '� ' CITY OF JACKSONVILLE PUBLIC SERVICES DI=PT.) -PROPOSED STOP SIGN BY UTILITY CONTR.�-_ (SEE CITY OF JAX STD. DETAIL 1�C HANDICAP ACCESS 515.03 (NEW SPEC.) 4" G. V. � 4'x3" TEE (FOR 3" METER) J �3� DIP (FOR 3" METER) 4'x2" TEE (FOR 2" METER) 2 P.E. TUBING (FOR 2 METER) ✓4" G. V. 8"x4" TEE WATER SERVICE SCHEMATIC NO SCALE I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEEDD��SiFI SHOWN HEREON); THAT THE BOUNDARIES�•N�E CLEARLY INDICATED; THAT THE �'i� AS CALCULATED IS 1:10.000+;`: C ', ORIGINA SIGNATURE, LICE NSUR AND 1 THIS.,___ DAY OF - 0 ' tea. `��g ' x i JOHN L. PIERCE -25, 6 ..,riLlHIIYYY��w NV OUT-4"2 1NV -43.94 52.8' CONNECT 3" F.M. TO EXIST. M.H. HQTE; 1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS 2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK PLAN 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT THE CLUB HOUSE AND THE F1NAL SPACE SHALL BE LOCATED FOR THE B-TYPE UNITS. 4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS. 5. THE BACK PORTION OF THE PROPERTY IS WITHIN THE ETJ AND AN ANNEXATION PETITION WILL NEED TO BE FILED. 6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE LOOPED. 7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. 8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF CONDITIONAL AND SPECIAL USE PERMIT APPROVAL AFTER WHICH, THE CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND VOID. 9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL FOR ALL BUILDINGS. 10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE--B UNITS. `1,111 1) ,fir llt�il�.t`�1V1 i(/ JOHN A. PSILOS & BERRY KRATSA 106 COJACK LANE WILMINGTON, NC. 28409 (910) 262-8558 PROPERTY ADDRESS MCDANIEL DRIVE EXTENSION JACKSONVILLE, NC. 28546 P 13HI3�� NOT RELEASED FOR C NSTRUCTION Water, Sewer & Stormwater Design By. CRYSTAL COAST ENGINEERING, P.A. 3817-3 TRI EDON RAY - BVBEIZP, N.C. - 28539 phone (910) 325-0006 Pea (910) 325-OM VVW.cryVtL1coaftmmgfnqft1m.00m David L Nowrrozn. pB WATER & SEWER PLAN SHOWING CHARLESTON PLACE PREPARED FOR JOHN PSILOS & BERRY KRATSA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE - SURVEYING 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DEC. 4, 2005 JOB # 2551033 F.B. P.G. SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05) (WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC) REVISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC) GRAPHIC SCALE 40 0 20 40 60 100 ( ER FEET ) 1 inch - 40 ft. (aOJAI Q51_IW� 03/02/05 07 a7,37 DIM EsTSHEET 4 OF 11 . . ..l ,.. si-l: rr 1 .. ai .► �.,. ._ - ,I x .. ...,. �._ SAS..r�G it�.Y. 1J ,,:, «1 ~�`' ! f"rr:'}_ ' �jf moral•✓ `ice' # '► ...r+ - ! ! ! .��_.�..�.�■■ Ili ' I , - . ■ �� ■ ��:!��■ 1 , � 1� I f A. f• 1i _. f I. •. In low FEE WIN 711 fl. -;■■ 1 11 , pa IN i =ff- ter F. � �.�.�_ ri R1irr'rl�r7i`l:rhi �- , _1\".`.��1'� 1 I / it I �;� � I I �■ ■� , �. n E ■1.■iiiir■ 1� ■r�ir►1■ I S ■ ' ., I� f --- _. 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' , �,,<+� r r P s r i ! �' i +}yy� f r( ( ��rlrf t• 1�1 ��;. ' � I •. j'e•r� (; t'i I irl+ }'�� i� �:i v'.. { 1 f � 1 �5'+f s.�,�Ss ie. �4 i� 1.'f' 100YR STORAGE 10YR STORAGE \ (Fl FV AR a-t1 Treatment Pond - Plan Scale: 1" = 20' SEEDBED PREPARATION NOTES I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. a AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. 3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTUM SHALL BE REMOVED FROM THE SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNNIF0RM. 4. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LINE TO BE ACCORDING TO SEEDING SPECIFICATMNS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDC0VER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -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. Inlet Pipe Foreba I Vj ' SEEDING SCHEDULE NOTEI ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE ,/EGETAT*.ON. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRMR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY, APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4%. MATERIAL APPLICATION RATE LIME a TONS/ACRE 20% SUPERPHOSPHATE 6W POUNDS/ACRE FERTILIZERCIO-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BER14UDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE RYE (GRAIN e5 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTEr OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED. Elev. 'B' 3' V EMERGENCY SPILLWAY (ELEV 42.34) Outlet Structure (See Detall) Elev. 'E' (100 yr storm) v 10, Elev. 'D' (10 Yr storm,) v. Shelf Elev. 'C' (1'DesIgn EtevJ _ �'llf _X7 _ v Elev. 'B' 444 permanent Pond c, Draw Down Orifice (See DetalU J.2 1F Main Pond CONSTANT POND SURFACE AREA 4,819 S,F. 2 EL= 44.50 V DESIGN SURFACE AREA = 6,355 S.F. 8 EL= 46.06 APPROX. TOTAL POND VOLUME = 11,109 CF ACTUAL FOREBAY VOLUME = 2,293 CF (220.6% OF TOTAL VOLUME) PLANTING SCHEDULE W=l PLANTING SCHEDULE APPLIES ONLY TO VET TED SHELF AND VEGETATED FILTER. SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED ESTABLISH UNIFORM GRADE PRDai TO PLANTING. PLANT ANY TWO (2) OF THE AWING SPECIES WITHIN THE LIMITS OF THE DESIGNATED VEGETATED SHELF A DENSITY NOT LESS THAN ONE PLANTING PER SQUARE YARDI IMF TWW � r- vHhK PqAtandra , Sappftarla latlfoua Arrowhea-ack Potato Andropopon vlrgbnkus Broonsedge Andropogen glameratus Bushy Beardgrass Typha spp. Coratophyllun DWOerzun Cattalt Coont&A Scirpus pka ns Comrwn Three Square Leann spp. Duckweed Saururus cerrs us Lizard 741 Hibiscus moscheutos Marsh Hblscus Pontederia cordata PIckerelweed Potaragetpn pectlnmtus Pond Veed Leersla aryzoWes Rke Cutgrass Carex spp. Sedges Sdrpus vaudus Soft Stem &Arush Polygornun spp. Snartweed Jwmus effesus Soft Rush Nuphar luteum Spatterdock PanL-um vergatwn Swltchgrass Acorus calanus Sweet Flag Eiodea canadensis Vaterweed VnUsnerla omerlcana WRd Celery Zlzania equatica VRd Rice 10' CMIn) No 5 Bar 'U' Strap Berm (Coat w/ Bitumost!c) X tl 12' No. 57 Stone Treatment Pond - Section Scale: None (Vertically Exaggerated) Embankment shalt 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 D1557 (8'-12' Lifts) Outlet Pipe (Size and Material per Dralnage Plan) Anti -Float Block (60 CF Concrete) Emergency Spillway (100 yr. Flood Elev.) \-Anti-Seep Collar (See Detail) ELEVATIONS SCHEDULE L[EAuON DESCRIPTICINI ELEVATION ,Al' MAIN POND BOTTOM 37.50 'A2' FOREBAY BOTTOM 39.50 'B' PERMANENT POND 44.50 -- 'C' TEMP. STORAGE 46,06 'D' 10 YEAR FLOOD 46.84 'E' 100 YEAR FLOOD 46.93 Outlet Protection (See Eroslon/Sed. Plan) CA04 -� SE 18 8 - INE �p K. N t�1�o o� 79.2 Pond_ Dimensions & Layout Scale: V = 20' W W w � J J Li W W f— h Z W TRASH RACK w _ /(SEE DETAIL) U 'ALUM BAR /r 4-3' ALUM 61 2 8' ❑.C. iF ANGLES � • - TOP ��. . iELEV 'E' Ilk 1 _ i PRIMARY WEIR A- Ii ELEV 'C' ALUMINUM TRASH RACK ---- `ti i i i 48' DIA. C❑RREGATED ALUI,, RISER OUTLET PIPE INV, ELEV 'B' RISER BOTTOM(SEE DETAIL) ELEV 'B' - 2.00 CONC FILL Riser Trash Rack 54' MINIMUM f Anti -Seep Collar LATE HICK STEEL - 6' DIA, C❑RR, RISERI (SEE DETAIL) ALUM. PIPE CUTLET /-INVERT DRILL 1-1/4 /' HOLE \ I N `EN-9 CAPS TACK i 12' WELD HARDWARE CLOTH _� SCREEN OVER ORIFICE I,18 MIN' 6' DIA END CAP Draw Down Orifice Outlet Structure Details No Scale TM13� 13 no U 0 NOT RELEASED FOR C NE'1RUCTION Storrnwater Design By. CRYSTAL COAST ENGINEERING, P.A. 380 -3 I+iliMON WAY - RUBBRT, N.C. - 28M Phone (910) 326-0006 Ihlz (910) 825-0060 www.arystaleeastenghuer1mg.00m David L xewwom. PR PER CITY TRC STORMWATER POND DETAILS FOR CHARLESTON APARTMENTS POND #1 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOH N L. PIERCE &ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346--9800 DATE: JULY 15,2005 SCALE: 1 "=20 F.B. PC. JOB # FILE NAME: SHEET iO OF I .t - - .- - - T _ Try- r. _ _ f - r-:Ir �1 !" -1 '��r l r5 .I _ 1 i .tip h EMERGENCY SPILLWAY (ELEV 46.56) 100YR STORAGE (ELEV 46.56) t(ELLEV 10YR �AG(ELEV 46.46) STORAGE a 45.62) O �- ..,_ ' f _.. - BOTTOMER(ELE 38.00� ANTI -SEEP COLIIAR E Il I. fOE I l li II 1 Treatment Pond - Plan Scale: V = 20' SEEDBED PREPARATION NOTESI L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN, 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. 3. LOOSE ROCKS, R01TS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM, 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER PHOSPHATE, 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT, 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOB_ DURING SEEDBED PREPARATION. CONTRACTOR SHALL INSTALL STORMVATER 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 TO THE GRADE AND CONTOUR INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -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, Inlet Pipe a Foreba SEEDING SCHEDULE NOTED 5t&Y AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE VEGETATION. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING, APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND VITH ASPHALT TACK WHERE SLOPES EXCEED 4x, MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTD_IZER(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (INIHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS SMALL NOT BE USED. 3' Elev. 'B' Outlet Structure (See Detall) s 7 P CONSTANT POND SURFACE AREA 5,275 S.F. 2 EL= 44.00 V DESIGN SURFACE AREA = 6,977 S.F, Q EL= 45.62 APPROX. TOTAL POND VOLUME = 13,351 CIF ACTUAL FOREBAY VOLUME = 2,865 CF (21.5% OF TOTAL VOLUME) Pond Dimensions & Layout Scale: 1" = 20' w Z _j H ryI r i.. Z w TRASH RACK U /(SEE DETAIL) !- I L 4-3' ALUM ANGLES ,r ELEV 'E" U 1, y_ ���`F' PRIMARY WEIR PLANTING SCHEDULEELEV }���, "C " ALUMINUM TRASH RACK �� �PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED s�' MARX . FILTER. y i t , _r SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE Oy f i +: ' 4 8" D I n. C ❑R R E C A T E D PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHINALUM, 4 RISER THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN 6• �� — i ONE PLANTING PER SQUARE YARDI ' t ! f! OUTLET PIPE INV, S .---_ ELEV ' B' RISER 3 Peltandra v1rpinla Arrow Arun i , (SEE DETAIL) Saggltarle latlf oils Arrowhead/Duck Potato � k' I BOTTOM Andropogon vlrgkicus Broonsedge Andropogen 010neratus Bushy Btnrdgrass k ELEV 'B" - 2,00 Ty= spp. CattaO Cero# yllun DWQtrsu++ CoontaR Common Three Square C ❑ N C spp�g� LFILL Saururcernuus Lizard Tao us Hibiscus noscheutos Marsh Hblscus Pontederia cordata Pkkerelw"d Riser Trash Rack Potanogeton pectlnatus Pond Wend Ltersia oryzaides Ric* Cutgrass SSccl1rpus:validus S Sten Bullrush Petygo»nun spp. Snartweed Juncus tffesus Soft Rush Nuphar luttun Spatterdock Particum vergatuw Swltchprass Acorus calamus Sweet Flap Elodea conadensls WateI weeal , Vallsnerla anericana WRd Celery Zlznnia aquaticn Mid Rfte Elev, .'E' (100 yr storm) v 10, ELey. 'D' (10 yr storm,) v ShOAF - Etey. 'C' (1'DesIgLL ev.) r7 FIPv. 'A' Permanent Pnnrl it Draw Down Orifice _,ele� (See Detall) 1, IA-40 Maln Pond 6' (Mlr No 5 Bar 'U" Strap Berm (Coat w/ Bltumasticl Embankment shall be constructed of uniform native material (free of excess silt, rock or grave(, debris or vegetative natter) compacted to 957 of maximum dry density In accordance with ASTM D1557 (8'-12' Lifts) Emergency SplUway (100 yr. Flood Etev.) Outlet Pipe (Size and \ Material per Drainage Plan) \—Anti-Seep Collar Antl-Ftoat $lack CSee Detall) (60 CIF Concrete) 12' No, 57 Stone Treatment Pond - Section Scale. None (Vertically Exaggerated) ELEVATIONS SCHEDULE L4rATIn 'Al' nESCRIPTIl1N MAIN POND BOTTOM "VATIIIN 37.00 'A2' FOREBAY BOTTOM 38.00 ✓ 'B' PERMANENT POND .44.00 r 'G' TEMP, STORAGE 43.62,- `D' 10 YEAR FLOOD 46,46 'E' 100 YEAR FLOOD 46.56 Outlet Protection (See Erosion/Sed. Plan) f L I 48 ,LF NEEP.•�`, NHS•` Z u� 54' MINIMUM Anti -Seep collar ' THICK STEEL AT 6" DIA. CORR, ALUM. \PIYPE DRILLS 1/4 HOLE IN END CAP --,TACK WELD) 1 RE CLOTH_� SCREEN OVER ORIFICE I_ 6` DIA, 18 MIN END CAP Draw Down Orifice Outlet Structure Details - No Scale Fc�o��o�c� Sn� NOT RELEASED FOR C NSTRUCTION Stormwater Design By. CRYSTAL COAST ENGINEERING, P.A. 9417-3 ICI RAY - RUBaRT, N.C. - 2M9 Pbone (910) 325-0006 !az (910) 326-0050 www. eerll U.00m David L NewmaN PIN JAN 28, 2006 PER CITY TRC 4R STORMWATER POND DETAILS FOR CHARLESTON APARTMENTS POND #2 JACKSONVILLE TOWNSHIP, ❑NSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: JULY 15,2005 SCALE: 1 "=20 F.B. PG. JOB # FILE NAME: SHEET-1 OF _. i ' _ _. ��. �,—__. 1i �,—....r._ ' 4�--T.w.: �rrT��—•�T ,' i _ i T _s ` t '' i i 5 l II 91 L y J 1 !�f'� •��f �.+\1.+r +�4,'e �� vi. 1 ,F� r t� a '� 1 +. ',, , J iy , •t t .ti, ! { , I /1 1,4 a°��; 1{y 1 'I '.1 • f � 'tom � + ! 1. .' '.! �.i ( 1; 1 M'Ji � + .1 �' .:e:. .•!. I!_s. .. _ s... i .11'. I•f .,,! .f .� i'.•!y1 {�.}:._�11ti.. PRECAST VALVE VAULT 3"-90' DI BEND (TYP) 3"-TEE (DI) 48" x 48" ALUM ACCESS HATCH TOP ELEV. 48.00 ��vvv vv p0v a A vvvv vvvvv vv av vvsvc 3" GATE VALVE W/ SO. OPERATING NUT (FLANGED) FLOOR ELEV. 44.00 8" #57 STONE 5' MIN _ WALL THICKNESS r! rA T�ln a1 Aan,i DRESSER / COUPLING FLOAT CONTROL BRACKET (ST. STEEL) 6' DIA '-0' DIA INSIDE DIA Plan View SCALE: 1/2" 0 I I I (SEE 0.1. VENT INSECT 48" x 48" ALUM ACCESS HATCH i PRECAST VALVE avv b6 pvnvavv'v vv v vv vnav pv npavv VAULT 3" CHECK VALVE (FLANGED) z cn 2" PVC DRAIN a(JaaaDaOa' �OaO°(�aJQ�OaOa- �o°Oa0a0 do oho°a�' �o0 0 0o0O0oC, Doc,- 0o0 0 4'-- 10' PRECAST RISER UNITS W/ WATERPROOF JOINTS 3" D.I. DISCHARGE PIPING - FLOAT SWITCHES (4 REO'D) SUBMERSIBLE GRINDER PUMP (SEE OPERATING CONDITIONS) 3" DISCHARGE ELBOW 3" LIFT OUT ASSEMBLY PRECAST EXTENDED BASE UNIT W/ CONC. FILLETS. 30" x 42" ALUM ACCESS HATCH 1-1/2" ST. STEEL SCH. 40 GUIDE RAII (2 EACH PUMP) 2" CHECK VALVE OR P-TRAP 7' MIN T. WALL THICKNESS (SEE OPERATING CONDITIONS) SUBMERSIBLE GRINDER PUMP 30" x 42" ALUM ACCESS HATCH PRECAST WETWELL 9 pP9 Ppvpp p..pp..p.. o c o 0 0 0 0 o a o 0 0 0 0 0 0 0l0 o a a a y o 0 12" MIN 7 STONE000000 00o0 0 0 n°°°0 0 00°o°o°o°o o°a°o°00o aao 0000 0 0 0 o 0000000000000 0 o o a o a a o 300 3'-0' 5r-0' 7' MIN Section SCALE. 1 /2" - 1'-0" Operates Caidltlars 90 qpm @ 28' mH Fwm 5dectlan Mriers W6 �0-2!5-29 3,751' Impeller or equal 5 45O WM 5 H', 230 VA, 3 N V 100 YEAR FLOOD �. ' ELEV. < 46.0 FLOAT CONTROL BRACKET (ST. STEEL) PRECAST TOP UNIT W/ WATERPROOF JOINTS ST. STEEL LIFT CHAIN (1 EACH PUMP) 8" INFLUENT SEWER INV. IN t, Fi FV_=39-69 HIGH WATER ALARM ELEV. =39.19 ELEV. -38.69 LEAD PUMP a ELEV. -38.19 PUMPS OFF ELEV. -36.69 i. FLOOR ELEV. -34.69 M15CELLANEOUS NOTES 1. ALL HARDWARE (BOLTS, NUTS, ETC.) USED IN WET WELL SHALL BE STAINLESS STEEL OR OTHER APPROVED NON-FERROUS MATERIAL 2. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED "THIN 30 DAYS OF COMPLETION OF SITE WORK. 3. SITES TO BE GRADED TO PROPOSED ELEVATIONS SHOWN. EXCESS MATERIALS SHALL BE DISPOSED OF AT SITE DESIGNATED BY OWNER. 4. CONTRACTOR SHALL FURNISH SUBMITTAL DATA FOR ALL EQUIPMENT AND MATERIALS USED IN PUMP STATION CONSTRUCTION PRIOR TO PURCHASE AND DELIVERY. 5. UPON COMPLETION, CONTRACTOR SHALL FURNISH OWNER WITH OPERATION AND MAINTENANCE MANUALS ON ALL EOUIPMENT ITEMS FURNISHED. REVISIONS: JAN 28. 2005 PER CITY TRC FM 13, 2006 ADDED GENERATOR Site _Plan SCALE: 1' - 1 fir P(@TMII� 13 NOT RELEASED FOSTRUCTION Pump Station Design By. CRYSTAL COAST ENGINEERING, P.A. 3517-5 FMZDOM T&Y - SUMM, N.C. - 26M Phoara (910) 325-00" W'az (910) M-0080 ww-crw awa— aarine.00m Dwia a. Nowxom, Ps PUMP STATION DETAILS FOR CHARLESTON PLACE APARTMENTS JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L PIERCE & ASSOCIATES P.A. 409 �JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: JULY 15,2005 SCALE: F.B. PG. JOB # FILE NAME: SHEET % OF 12 '---'.'.�.-+',�w.'r^T,'r:n_-� "v: c,*�-.; �r'r-r----� �"-+;.,[. _ 'R"r-"T:•,r"—fir T��";'T TT:Tyf^�!il�i r s7lT.T `R- . .� r - ' T-: i �� �� [ � l.11'i; , .�;s'•.4';..e: ,4 f. � !�'�Tr l;ti+. ,,,. [ ' r ,! ' S`��', .,rt,; 1 r r , ,.�� ] � r ... •, .. r. .. � .. .. s„ i•. 'fir?! i � � .-.5, .,.�-. ..!L; ELECTRICAL NOTES 1. ELECTRICAL PLANS ARE PARTIALLY DIAGRAMMATIC & ARE NOT INTENDED TO SHOW MINOR DETAILS & EXACT LOCATIONS. MINOR ADJUSTMENTS SHALL BE ANTICIPATED BY THE CONTRACTOR TO PROVIDE A COMPLETE OPERATIONAL SYSTEM. REFER TO SITE PLANS DRAWINGS FOR GUIDANCE ON DIMENSIONS, PAVEMENTS & DETAILS; LOCATION OF UNDERGROUND PIPES & OBSTACLES; & BUILDING ORIENTATION. DO NOT SCALE THESE DRAWINGS. INSTALL ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH PIPES, PARKING AREAS, STRUCTURES, OTHER SYSTEMS. 2. ALL WORK SHALL BE PERFORMED 1N STRICT ACCORDANCE WITH NC BUILDING CODE VOL. IV ELECTRICAL & VOL. X. ENERGY, OSHA REQUIREMENTS & LOCAL REQUIREMENTS. CONTRACTOR SHALL NOTIFY ENGINEER REGARDING ANY CODE DISCREPANCIES SHOWN ON PLANS. ANY PERMIT OR INSPECTION FEES ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3. COORDINATE WITH OTHER TRADES INVOLVED IN THIS PROJECT SO AS TO AVOID CONFLICTS DURING CONSTRUCTION & ALLOW OPTIMUM WORKING SPACE & COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 4. COORDINATE ALL EXACT LOCATION OF EQUIPMENT WITH OWNER/GENERAL CONTRACTOR. VERIFY ALL EQUIPMENT CHARACTERISTICS & MOUNTING REQUIREMENTS PRIOR TO ROUGH -IN. PROVIDE PROPER MOUNTING ACCESSORIES, TRIMS, ETC., TO SUIT PROPOSED SYSTEMS. 5. WHERE CABLES, RACEWAYS, & WIRING HAVE NOT BEEN SHOWN ON THE DRAWINGS, THE ARRANGEMENT & ROUTING OF THE BRANCH CIRCUITS WILL BE AT THE CONTRACTOR'S DISCRETION IN ACCORDANCE WITH GENERALLY ACCEPTED GOOD PRACTICE FOR COMMERCIAL WORK & N.E.0 CODE REQUIREMENTS. 6. WIRING & RACEWAY SIZES ARE BASED ON COPPER CONDUCTORS UNLESS INDICATE OTHERWISE. SHOULD ALUMINUM CONDUCTORS BE SUBSTITUTED, INCREASE CONDUCTORS SIZE TO HAVE AMPACITY NOT LESS THAN AMPACITY COPPER CONDUCTOR SIZE INDICATED. 7. CHECK THE NAMEPLATE BRANCH -CIRCUIT SELECTION CURRENT OF EACH MOTOR DRIVEN UNIT DELIVERED TO THE SITE & PROVIDE PROPERLY SIZED OVERCURRENT / SHORT-CIRCUIT PROTECTION IN EACH RELATED PROTECTIVE DEVICE & WIRING SIZES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. LOAD SERVED WIRE SIZE TRIP CK N0. KILOVOLT—AMP/LEC Li L2 r-KT NO. TRfP POLE WIRE SIZE LOAD SERVED POLE BATT CHGR # 12 20/ 1 1 0.2 2 20/ 1 SPARE REC OUTLET # 12 20/ 1 3 0.2 = 20/ 1 SPACE - - 5 - - SPACE - - 7 - - - - 9 tp - - - 11 12 - - - - 13 14 - - - - 15 16 - - - - 17- - - 19 20 - - - 21 22 - - - - 23 44 - - PANEL 'A' 120/240 VOLT, 1 0, 3—WIRE CONNECTED LOAD: 0.4 KVA 30 AMP MAIN BREAKER MIN 10 KAC RKnNG NEMA 3R ENCLOSURE 240V, 100A, 30, SELF-CONTAINED SERVICE METER & ENCLOSURE. COORDINATE WORK WITH UTILITY SUPPLIER. 7 3-#4, #8 (N), 1-1/2-C. ENCLOSED BREAKER: 3-POLE, 70 AMP; SERVICE EQUIPMENT RATED, NEMA 3R ENCL. 3-#4 #8(N), #8 EGC, 1-1 /2"C 3--0, #8 EGC, 1 "C CONTROL PANEL: NEMA 4X ENCL. 6-#10, #10 EGG, 1-1/2"C FLEXIBLE CABLE AUTOMATIC TRANSFER SWITCH: 3-POLE, 100 AMP, 240 VOLT, NEMA 3R ENCL. 3-#4 #8(N), #8 EGC, 1-1 /2"C GEN DIESEL ENGINE DRIVEN STANDBY GENERATOR: MINIMUM 26 KW, 240 VOLT, 30, NEMA 3R ENCL. Q 3-1110, #10 EGG, 3/4"C PANEL 'A' 30A 10 ALARM DIALER W/ BATTERY BACK UP RAINTIGHT JUNCTION BOX W/ VENT & DRAIN SUBMERSIBLE GRINDER PUMPS ENCLOSED BREAKER: 3-POLE, 70 AMP; SERVICE EQUIPMENT RATED, NEMA 3R ENCL. #6 CU GEC PRIMARY: 10 FT LENGTH UNDERGROUND METAL WATER PIPE, METAL BUILDING FRAME, IF AVAILABLE. #6, 1/2"C. GROUND ROD — POWER RISER DIAGRAM -MIN. 6' SPACENG�_ PANEL 'A' BEHIND FLASHING ALARM LIGHT PUMP CONTROL PUMP NEMA 3R ENCLOSURE UNISITRUT GALVANIZED STEEL (TYPICAL FOR 3) -- --1 STRUCTURAL MEMBER 3"x 3"x 3/8" THK ANGLE GALVANIZED STEEL, MINIMUM. TO JUNCTION BOX AT LIFT STATION - GEC DIAGRAM ALARM DIALER W/ BATTERY BACK-UP. AUTOMATIC TRANSFER SWITCH ENCLOSED BREAKER SERVICE METER & ENCLOSURE. COORDINATE WORK WITH UTILITY SUPPLIER. 6' 0 r- C w w f= FINISHED GRADE CONCRETE FOOTING (TYPICAL) MOUNTING RACK DETAIL ii;flw a + i .jS��l *0� rPM4 10 z . a E4 04 Lt �C'o�00 � 0 Iz v) a- 0 ° �z o � C) (1) o cn z 0 LJJ Fn w Changed Fuel AA Diesel Engine 2/8/6 No. Revision/Issue Date C14ovvy o... L � 0 V) o�C��''�O�o. Uaa G Q•'_ x v � LJ a C W�� � 7 .S X 00 } C NN 0O N LLJ U Ca W — z m (I>• L �.. Z v min ui Q w , V) W r6g�5 Date 1 /26/06 E,,,"_l Sheet 1 of 1 . t.y'1'• i l at. S_ .I .. . t•..uy_ .1 _._ _ _ _,F_ _ ... _ _.. 1" i°� i•. Y•_< '!„ LILT. :1 `._.. __. •f • .t..�.u..Lau'_Lit BOLT FRAME TD CASTING (4 REQ'D) (OUTFALLS ONLY)---n SECURE CASTING W/IMORTAR ■ VERT STEPS E INVERT & SHELF MANHOLE FLEMBLE RUBBER BOOT ASTM 0923 w/STAINLESS STEEL CON! ON 5 DEGREE SLOPE BAND AND CLAMPS BASE SECTION 6' 8' MIN EXTENDED BASE —� MIN. SLOPE OF CHANNEL= PIPE GRADIENT Pipe Connection Detail NO Scale TO READ 'SANITARY SEWER" PRECAST GRADE RINGS ARE TO BE USED MEN POSSIBLE AND ADJUSTED WITH BRICK & MORTAR COURSE. FILL JOINTS FILL WITH HIGH 4" OR 6' PRECAST STRENGTH TYPE M MORTAR & STRIKE GRADE RINGS - ' FLUSH INSIDE & OUT MAXIMUM OF 12' ALLOWED USE AN APPROVED BITUMINOUS OTHERWISE ADD ' . BASE SEALANT APPLIED TO TOP RISER SECTION 24' 11A OF CONE SECTION • . • . CONTRACTOR TO •. LOCATE STEPS 90' FROM OUTLET PIPE. STEPS BY s USE ECCENTRIC CONE M.A. INDUSTRIES, INC. PSI-PF OR EQUAL ' MEETING ASTM. C478 . ' • •: ' d ALL JOINTS BE T 41 G W/ B PREFORMED BUTYL RUBBER (MASTIC) GASKET MEETING AASHTO M-198, ' • • ASTM. C-990. FED SPEC NOTES: Ss-S-00210 (210A) 1. ALL SERVICE LATERALS INTO MANHOLE TO BE CORE DRILLED A • 4 AND BOOTED. 2. MAXIMUM DEPTH 4' DIA. MANHOLE .• PRECAST MANHOLE TO MEET 20' : REQUIREMENTS OF ASTM. C478, 3. ALL SANITARY SEWER MAN- , ' 4 AASHTO M-199 HOLES TO BE VACUUM TESTED. SLOPE OF CHANNEL THRU MANHOLE - • �rf 0.10' FALL UNLESS ` ' ' r • . • , P' A SHOWN OTMEMSE ON PLANS. • PRECAST OPENIN;, REQUIRED FOR ' ALL PIPES. SEE PLANS FOR PIPE SIZES B' EXTENDED BASE SET MANHOLE y, IN 8' TO 12' I 457 STONE. SEE SPECS FOR FOUNDATION IMPROVEMENT WHEN NEEDED Precast Concrete Manhole No Scale I ui, M 8' x V-6' x V--6- ' CONCRETE PAD NOTE: WHEN SEWER CLEAN OUT IS IN PAVEMENT IT MUST BE INSTALLED INSIDE A VALVE BOX WITH 'SEWER- COVER. ELEVATION - CLEAN OUT IN STREET & DRIVEWAY AREAS 1 T NOTES: 1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6' LAYERS WITH MECHANICAL TAMP. 2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564 3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE. BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.) 4• SCH 40 1/16' DR SOLVENT CEtNTED 1/B' RENL I W T JOINTS (TYPE SC> "% 40 ADAPTER -SEE NOTE �9 - 8' IN -LINE WYE I r NEW OR EXISTING PVC MAIN. Typical Sewer Service No Scale BRASS PLUG WHEN EVER HOUSE IS CONNECTED TO SERVICE, LOWER STACK TO GRADE DEGREE BEND BOLT FRAME TO CASTING (4 RE(M) (OUTFALLS ONLY) - SECURE CASTING W/MORTAR V q M 1 2 COMPOUND METER -FLANGED ENDS, SENSUS SRH, NEPTUNE THRU/FLO -OR APPROVED EQUAL OFORD STRAIGHT FLANGE BALL METER VALVE FEMALE IP THREAD BY METER FLANGE (BF13-777W) -OR APPROVED EQUAL 3 2- x2"xt" TEE -2" FEMALE IP THREADS x 2" MALE IP THREADS, 1" PACK JOINT COUPLING O1 1/2" x 6'(MINIMUM) BRASS NIPPLE - IP THREADS 0 BOTH ENDS O5 2" BRASS FEMALE GROUND JOINT UNION O2" MUELLER MARK 11 ORISEAL 110 CORPORATION STOP PART MANUFACTURER MODEL Gat. No 1 COMPOUND METER SEE SPECIFICATIONS 2 QS&Y GATE VALVE WITH RESILIENT SEATS (FLANGED) AMERICAN FLOW CONTROL, CLOW, MUELLER, KENNEDY 3 FLANGED COUPLING ADAPTER ROCKWELL 912, DRESSER #127 OR APPROVED EQUAL 4 D+P CLASS 350 NIPPLE (FLANGE x PE) SIZE & TYPE OETZRMINED BY NC PE, TO BE APPROVED BY CITY 5 DIP CLASS 350 TEE (FLANGED) ---- 6 BLIND FLANGE TAPPED FOR 2" ---- 7 DIP CLASS 350 FLANGED NIPPLE ---- 5 PRECAST CONCRETE UTILITY VAULT BOX. MIN, 4,000 PSI 0 28 DAYS VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDERING SIZE & TYPE DETERMINED BY NC PE, H2O LOAD RATING (OR APPROVED EQUIVALENT) 9 2" BRASS NIPPLE MATH IP THREADS ---- 10 BRASS 90' ELBOW WITH 1P THREADS ---- 11 4' x 4' MIN. DOOR CAST INTO RISER (DRAIN TO OUTSIDE) BILCO / JD-4AL DOUBLE LEAF ACCESS DOOR PEDESTRIAN LOAD - 300 PSF, USE H2O LOADING IN TRAFFIC AREAS. (OR APPROVED EQUIVALENT) 12 WALL SLEEVE WITH LINK SEAL OR APPROVED EQUAL TO BE APPROVED BY CITY 131 REMOTE METER READOUT (IN GALLONS) TO BE APPROVED BY CITY 14 CORPORATION STOP WITH iP THREADS 2" MUELLER MARK II ORISEAL 110 CORPORATION STOP OR APPROVED EQUAL 15 CAST IRON FLANGED COUPLING ADAPTER ROCKWELL 912, DRESSER #127 OR APPROVED EQUAL 16 DIP CLASS 350 SIZE & TYPE DETERMINED BY NC PE. TO BE APPROVED BY CITY 17 SOLID CONCRETE BLOCK 18 4' x 4' INSIDE DIMENSION REINFORCED CONCRETE RISER BY PRECAST VAULT MANUFACTURER - IP THREADS X COPPER SERVICE THREADED CONNECTION -(END CONNECTION MAY VARY PER SERVICE LINE MATERIAL) O7 2" SWING TYPE BRONZE CHECK VALVE ELEVATION REMOVABLE KEY WRENCH 13 • W/OETENT O REMOVABLE PLUG TOP TO READ 'SANITARY SEWItTR' , 1' COPPER THAT MEETS AWWA STANDARD C901 MATH 160 PSI WORKING PRESSURE � SEE NOTE t 11 � OI" BALL VALVE PACK JOINT COUPLING ENDS N � Ot° SOLID STAINLESS STEEL INSERTS 11=1 1=f11=1II-IE1=1 I- o �MINSQ. OPENING MIN. -TO BE USED MATH PF TUBING "'!III =III=111 18 'I-11 '" 11 CAPITOL FOUNDRY MBX-5A METER BOX I I Ili�ll-111=111_I — z -OR APPROVED EQUAL t 'll= l • — I 12- CL. MIN SEAL ALL v Z W/VALVE PROVIDE 1' DNA, SEE SHEET ! I OPENING c4 II BUTYL RUBBER METER BOX AND THIS PORTION OF 2" METER SETTER 3 OF 3 FOR `-I OPEN Ii. SEALANT IN ALL METER BE PROVIDED BY CITY AND FORD LSVB011-77-9547601 PART E.D- B 1 JOINTS INSTALLED BY CONTRACTOR. ALL 12"CL. 12"CL. ,. 12 16 GRADE RINGSOTHER PORTIONS INCLUDING BRICK, PUSED RECAST � ADJUSTED AND SAND TO BE PROVIDED AND 16 12 MIN. MIN. WIT" BRICK & MORTAR COURSE. INSTALLED By CONTRACTOR FILL JOINTS FULL WITH HIGH T------ TYPE "K' COPPER, PE NOTE' s v z STRENGTH TYPE M MORTAR & STRIKE FLUSH INSIDE & OUT I I , f 3406 TUBING, OR 7 5 2 CITY PROVIDES u z 3 4 2 5 7 t5 -- - APPROVED EQUAL THAT METER CONTRACTOR N ALLOWED — '4 A T • T USE AN APPROVED BITUMINOUS 3 MEETS AWWA STANDARD 8 C901 MATH 160 PSI TO PROVIDE ALL r OTHERWISE ADD BASE SEALANT APPLIED TO TOP WORKING PRESSURE OTHER MATERIALS y RISER SECTION t4' II qrjL MA OF CONE SECTION AND INSTALL 6" MIN. NO. 0 $ METER & VALJLT.� u 57 STONE CONTRACTOR TO Br ; LOCATE 51T:PS • .--UNDISTURBED 90'FROM OUTLET • . i i i i 17 SUBGRADE PIPE. STEPS BY 1 • • USE ECCENTRIC CONE I I I I 4' MIN, SQ. OPENING MIN. M.A. INDUSTRIES, INC. ' �� 1_ __ -- _ -__ __ _-L J, CENTERED OVER METER PSI-PF OR EQUAL. t I MEETING ASAIL 0-478 -____ ___-- -- -- ----- --- -� ID _ g..- 7 4 3 2 1 2 3 4 5 4 6 10 _ r ) • ALL JOINTS TD K T t G W/ PREFORMED c� „zz, $ r •, pA ; •• BUTYL RIIBIIETt (MASTIC) GASKET MEETING ao I I z NOTES: • f AASHTO M-19B, ASTM. C--990, FED SPEC v 1. ALL SERVICE LATERALS INTO � • � SS-S-00210 (210A) y % i \,.: ';>`i\ %\�i � 1 16 2 I'' 7 2 1 3 4 2f MANHOLE To BE ('ORE DRILLED • • • ! �, ;.�A>�:.-.•.<;�'V���: A�' ,>,; �>/��//�; 11 ENSURE POSITIVE GRADE a AND BOOTED. 2-MAXIMUM DEPTH 4' DIA. MANHOLE AWAY FROM BOX ?Al ` r _z Z • ` ." PRECAST MANHOLE TO MEET , 5 Z • • • REQUIREMENTS OF ASTM. C471L a 6 9 14 6 I • • . AASHTO M-199 SEE DETAIL 513.04 I g S •. N • . • ,4 7 4 3 2 1 2 3 4 FOR CONNECTION TO 1° '° - — - `• • • SERVICE WATER MAIN I z o SLOPE OF CHANNEL '• • •• • �{ 3` } (I] -- - - O 13 `' -- T- --s . • I THRU MANHOLE 0.10' FALL UNLESS lop.,d CONCRETE BRICK SHOWN OTHERWISE S G� ON PLANS. POUR • PRECAST DOGHOUSE OPENING 4" THICK SAND --�+ 5 4 6 10 6- PLAN VIEW 6" TO E ENE . REQUIRED FOR ALL PIPES. MIN. MIN PIP OF PIPE r SEE PLANS FOR PIPE SIZES GROUT ANNULAR ' CAST -IN PLACE BASE OPENING . . , � NO 6 O 8' O.C. REINFORCEMENT 2" WATER SERVICE 3" WATER SERVICE 1 I EX SEWER B` • 6' TO 12 #57 STONE. ` SEE SPECS FOR FOUNDATION WATER SERVICE DETAIL IMPROVEMENT WHEN NEEDED No Scale "Doghouse" Concrete Manhole No Scale E IGLINE SECTION A -A SADDLE INSTALLATION LIMITS GASKETS PVC ADAPTER— SCH 40 PVC GENECO MODEL E40 SEALTITE TYPE 'E' WYE SEWER PIPE 45- (ASTM A-4B. CLASS 30 CAST IRON) / *— FLOW `SCH PVC 40 PIPE CROWN 24 qa. STAINLESS STEEL MAP �.s• NOTE: TO BE USED ON EXISTING SEWER ONLY. USE WYE FITTING FOR ALL NEW SERVICES. ,:'OP; _. • '��; .r,� Sewer Service Saddle _ No Scale I 48 = P. .� annnunra_nnnuri.wnnnni— � ` �. �_ .r_r�r FINISH GRADE COMMON TRENC&BAC MLL (12" LIFTS MAX.) /` ku m I'll WAW MAY HAVE VER ICAL LAPY 9 RAO(OOR USE i 1f1l9NCH BaoL CON1RAc1oR I'm DE1EWlININo PROPER SLOPE (09fA SUBPART P•LOW.— NO VENT HOLES FOR COVERS USED IN STREET AND 4 HOLES FOR COVERS OUTSIDE STREET. THE EXCEPTION TO THIS 15 WHERE MANHOLES COULD COLLECT STORM RUNOFF IN THEIR VICINITY. IN THIS CASE, THERE ARE TO BE NO VMT HOLES IN COVER. NOTES: FRAME WEIGHT = 175 LBS. COVER WEIGHT = 135 LOS. LOAD RATING c HEAVY DUTY 27 1/2• MATERIAL = GLASS 30 216 1FINISH = UNCOATED �O� 24' W MODEL = LCAN V1964-95 OR VULCAN V1295-95 I: COVER FACE 1"R 3/4' 23 i/2' �' 2 7/8• - FRAME SECTION -MACHINED VULCAN SURFACES COVER SECTION 0 o ISOMETRIC 23I/i!• 1' DIA. ANCHOR NOTES 0 V 1995■"83 FRAME TOP VIEW COVER BACK Manhole Cover No Scale 'HOTBOX' TYPE INSULATED ENCLOSURE (OUTSIDE INSTALL WILKINS 975n WITH ATION ONLY). INTEGRAL BALL. VALVES OR EQUAL (VALVE MusT� BE BE USC APPROVED) \ 2' MIN/30" MAX 2' FLOOR DRAIN (INSIDE INSTALLATION ONLY) CONC. SLAB (OUTSIDE INSTALLATION) OONC. FLOOR (INSIDE INSTALLATION) I PVC GALV. OR DIP GALV. OR DIP PVC UNDER CONC. UNDER CONIC. RPZ Backflow Preventer .Vr TRENCH VIDTH (SEE CHART) 1111ElIC11 WALLS MAY HAVE 1AE O M. I SOTS UP TO A MM1. HUGHT OF 5 FT. LAY SLOPES BACK opt 115E TRENCH BOX (OWA SUBPART P. 'ATESTI cGNTRACTOR RE9PONWeLE l FOR I wm" SLOPE (0' LM=TS) M5 )/6 07 STONE ASTM D 448. AASHTO M-43) D/B, 4' MIDI SPRING LANE MUNDATION J SHALL QUIRE WHEN SOIL CONDITIONS ARE UNSTABLE, CLASS C CLASSALL 8 PIPE - SEE SPECS. REFERS S (TYPE 4) (TYPE 5) PIPE GRADE TO DIP j (LAYING CON&) (LAYING CMW 6" BEDDING WNNOW t DIP Pipe TO TOP OF PIPE CLASS 0-1) BOTTOM OF PIPE SEE NOTE 5 6• D.D. OF PIPE 6' NINI" SIDE CL SHALLUP TO 36- SOIL CONDITIONS ARE UNSTABLE, RED12• I1D. OF PIPE ie' NAJ(INM SIDE CLE I BUCKET PVC Pipe NOTES: 1. TekrrswSI ad bf*0 dWftn*Wm shall bs fa1m ironfb Wwb and breablp. L No roelu or beuWm 2" or kwW to be used In Ru bdBal bo*M. NOTE: THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED s. AI bm*M maMlal "'all be suNoMe na*n "wN"al. DOCUMENT. 4. MaakflR shall be fampsd In I' loran in 1re1110 areas. 12" In non of areas, 0. 1.W eempaeMell a " undw may, Ow"Ww sets TOP 12' * 98% ASTM De"I-9f WW& 11 N R/W IIIELOW 12" . 9SX ASTM DE "I Water, Sewer Design By. LVAw p''' Cehsslonkm Sol. lax ASTM D4253-93 WNW CRYSTAL COAST ENGINEERING, P.A. 3817-3 FROM TFAY - RUBIRT, N.C. - 28539 Phone (910) 325-0008 Fax (910) M-0060 www.cry*Wma@Unginewing.com David L Newsom, PId Nor-TfOft & ar CshsMw soft IISx ASTM DI9I-91 Nw-TnMk areas Cobodontss self MIN ASTM 04233-/3 Typical Trench Details No Scale NOT TO SCALE (12- LIFTS MAX.) D • d MIN. 2r N1t SMALLER 4' 30' & LARGER s' SEWER DETAILS PREPARED FOR CHARLESTON PLACE JACKSONVALLE TOWNSHIP, ONSLOW COUNTY, NC BY JOHN L. PIERCERSPARED & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: 12-5-05 SCALE: NONE F.B. , PG. JOB #2551033 FILE NAME: PSILOS, JOHN Rev 4-25-05 1-30-06 SHEET') OF I � �1 -.-- -r- - .r 7 " ' _,% f"_i`.. �.� r ._?'fir TT+ .I t � � � .. •� 1 ITf � i 1, 1 K •� � i I f I' I! � i .i >'.%�1t +i}', �'.'�14. { �;., � � � �� �I , 5,. `r,ti •','i 4 l t f It .' n', ,E 1 1 , �;I.1j ,!1 d: l,�°I' 1.: ���; J. :F ,, ". �f�� ,A d: - ,'.F, `s u•r ;s ��,1 ll.•{ail .1�:.,'y., i iA, CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES FINISHED GRADE AROUND PLANT m BE THE SAME AS ORIGINAL GRADE Or PLANT IN POT, SET PLANT I' ABOVE FINAL GRADE TO ALLOW FOR SETTLEMENT 3'HARK DO NOT CREATE SAUCER AROUND SHRUB - FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY CAREFULLY REMOVE: TOP 1/3 IMF BURLAP OR CONTAWER CIF CONTAINER IS NEON -ORGANIC, REMOVE COMPLETELY) CUT SEVERAL SLITS IN ORGANIC CONTAINERS TO FACILITATE ROOT PENETRATION, REMOVE BOTTOM OF LONTADVER COMPLETELY SCARIFY PIT BOTTOM AND SIDES MINIMUM 6' SHRUB DETAIL (POTTED, BALL BURLAPPED OR CONTAINER) WT To SCAU USE 'ARBORTAPE' FOR GUYING ATTACH 'ARBORTAPE' TO SUPPORT POST POST PER MANUFACTURER RECOMMENDATION EXISTING SL1B-GRADE TREE DETAIL (FOR DECIDUOUS TREES) NO ro arxt EXISTING ROAD R/W GEO—FABRIC DO NOT TRIM BRANCHES AT INSTALLATM TRIM AS REQUIRED DURING MAINTENANCE PERIOD WRAP TRUNIC GREATER THAN 2 IN, CALMER WITH BURLAP OR WRAP TAPE DURING TRANSPORT, REMOVE WRAP FOR INSPECTION AFTER INSTALLATION i! T-BARS IA'x IZ*x 96' LONG SET NATURAL BASE (IF TRUNK r-2' HIGHER THAN rXISTING GRADE TO ALLOW FOR SETTLEMENT MULCH TYPE AND DEPTH PER SPECIFICATIONS SOD OR SDVN GRASS CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL DIG PIT TWICE DIAMETER IF ROOT BALL. SCARIFY ALL SIDES, M404D SOIL PER SOIL TEST AND SPECIFICATIONS, USE AS BACKFILL IN PiT AROUND ROOT BALL B S B ROOT BALL R/W PLAN VIEW 1. Stone size - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1--1/2"). Use crushed stone. 2. Length -- As effective, but not Ness than 50 feet. 3. Thickness - Not less than Mx (6) inchea 4. Width - Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing - When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right-of-- way. When washing is required, it shall be done on an area stabilized with crushed atone which drains Into on approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. S. Maintenance - The entrance shall be maintained In a condition which will prevent tracking or flowing of sediment onto public Tights -of -way. This may require periodic top dressing with additional stone 00 conditions demand and repair and/or cleonout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights--of-way must be removed Immedlotely. STABILIZED CONSTRUCTION ENTRANCE (D-5_ NOT TO SCALE CONSTRUCTION SEQUENCE OF EACH SECTION 1. OBTAIN PLAN APPROVAL. 2, INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCES, GRAVEL, & INSTALL SILT FENCE. 3. BEGIN STRIPPING SITE & EARTHWORK, 4. INSTALL CULVERT AND RIP -RAP APRON. 5. MAINTAIN STRUCTURES DURING CONSTRUCTION. 6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. 7. REMOVE TEMPORARY MEASURES. 8. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. CROSS SECTION DESIGN SETTLED \ \21 MIN _ l li i 5 ft 1.5 MAX ft FILL FILTER ems, z,. a (WEIR) 4 ft MIN rIL1 L=I,% FhpFCltr 6" BELOW SETTLED TOP OVERFILL 6" /FOR SETTLEMENT 2:1 SIDE SLOPE MAX 1;1 SIDE SLOPE MAX TEMPORARY SEDIMENT TRAP (D--8) SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4X MATERIUME AL APPLICATION RATE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTILIZER(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE. KY-31 50 POUNDS/ACRE R� (GRAIN POUNDS UDA NHULLED) 20 POUNDS/ACREACRE SEPTEMBE'R - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. UNDER NO CIRCUMSTANCES MAY "WEEPING LOVE GRASS" BE USED, SEEDBED PREPARATION NOTES: I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. Z AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4"-6' DEEP. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WiLL NOT INTERFERE MATH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4• IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPEancATiONS ABOVE. IN ADDITION. PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5• IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOiL DURING SEEDBED PREPARATION. BRICK OR PRECAST —�N DEW Y BROS. , Cam. 2 DROP INLET 2 X 36' OONC. GROUT FILL BRICK OR PRECAST C, _DYROPINL O& �h2 X 36' f 250500# CONC• �� 4 %4 . �� 9' 4 • . TO, 2'0' Drop Inlet Detail NO SCALE EMERGENCY BY—PASS 6" BELOW SETTLED TOP OF DAM NATURAL GROUND 2" BCSC TYPE SF9,50 ASPHALT P P r8rABC STb�NE P r O 7 so 7 PAVANG DETAIL NOT TO S= r 5/6" GAL.AMN2ED 24�LON- PARKING BUMPER NOT TO SCALE PLAN VIEW INSTALL 8' OPAQUE WOOD FENCE AROUND DUMPSTER PAD I W/GATE !l E i i ; 66-66 VHF SECTION 'A' - 'A' DUMPSTER PAD DETAIL NOT TO SCALE GRDinrO SURFACE CRYSTAL COAST ENGINEERING, P.A. 3E17-3 nMRD011 WAY - RUB=, N.C. - BMW Phone (010) 325-0006 Fax (910) 325-0000 www.crystaloaawtenillineering.00m David L Newsom, PE E+O�r�eR♦rr�+ M�aaa�PPse ��f�rw � • r� l�rPaPior, OFF E i ■ . ■ w MIN ■ . ■ • CURB & GUTTER DETAIL NO SCALE 12 GAUGE 4'X4' OR 2"X4' MELDFA WiRE HOOKED ONTO PREFORMED CHANNELS ON METAL POST% OR FASTENED TO CEDAR OR WOOD POSTS WITH NO. 6 STAPLES, 2' MINIMUM ' e Curb Inlet Detail NO SCALE N0. 3 REBAR N0. 5 REBAR O B" O.C.E.W. O 6' O.0 1I • 8' CONCRETE S BRICK OR PRECAST SEE ORIFICE AIL CONIC, GROUT PRI 4' DRAIN FILL FROM SYSTEM F2 0 # GCONC. ' 4 • « 4' Z,0„ Junction Box Detail 1) RAISED TRUNCATED DOMES NTH 0.9 INCH DIAMETER, 0.2 INCH HEIGHT AND SPACED ON 2.35 NO SCALE INCH CENTERS SHALL BE INSTALLED ON THE HANDICAP RAMP. THE RAISED DOMES AREA SHALL BE COLORED THROUGHOUT THE CONCRETE WITH THE COLOR "BATTLESHIP GRAY" PER NCDOT SPECIFICATIONS FOR ADA COMPLIANCE. DETECTABLE WARNING PER (A.D.A.) VAN 2'x Wx V4' ALUMINUM HANDICAPPED ACL U II um R7-6 IBR R7-41A BILT TD Q STEEL TUBE WITH wr CADMIUM KA70 BOLTS, NUTS. AND WASHERS PROW PAM IXYLY 7W-AWAY Ia Ir'x Wx V4' ALUMINUM SIGN R7-0 FDIE M 'MAXIMB,M PENALTY e17E G& 20H37A) FINE •!t,• ICX r STEEL TUBE EXTENB Diu PIK r-W. PROVLBE WELDED W, PAW WHITE PAINT PIPE BASE I I LI PAVEMENT M STEM ftbr FILLED*6_I4 '+ WII CAN WWAYTHTHRU PIPE 1'-6' DNA, caKmM BASESIM SHALLCONFIRM V"M �+ CURRENT ST�LDI9ILP CODES ULTRAVIOLET RESISTANT (BLACK) WMRIFI FABRIC OR EQUIVALENT SECUREb TO WIRE WITH METAL CUPS OR WIRE AT a' OFF CENM HANDICAPPED PARKING SIN GE / NOT TO SCALE • MAXIMUM SEDIMENT STORAGE LEVEL REMOVE SEDIMENT WHEN THIS LEVEL IS REACHED (HALF WAY FROM TOP) • OR AS DIRECTED BY CONSERVATION INSPECTOR. III Ip NATURAL GRADE CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH, COVER WITH SOIL AND TAMP BACKFILL. CARRY 6' OF WIRE INTO TiiE7ICH. METAL, CEDAR OR 4'X C TREATED 101000 POSTS AT a' OFF CE11"M MAXIMUM. CEDAR AND WOOD POSTS SHOULD BE 3' DEEP MINIMUM. REySIONS: DEC. 20, 2005 PER CITY TRC JAN. 30, 2006 PER CITY TRC DETAIL SHEET SHOWING CHARLESTON PLACE PREPARED FOR JOHN PSILOS & BERRY KRATSA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JQHN L. PIERCE--- SURVEYING 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DEC. 4, 2005 JOB # 2551033 F.B. P.G. SCALE: 1 "= 40' FILE: PSILOS, JOHN (PRELIM 9-29-05) SHEET 10OF 11 __.__T_ M I_ �I. •1. i' it •I� rr 1 i. it, rt'., 'I rr'•,.. 1.{�;1' .+i1! ,1i it �� i � r e s f . •r t -� •IPA uS •1 �'f ',i -�i'^ill jti-0�i ri .}.tE '(', P`+" Top View 2,- ON NIA 7 J SAND -min. 6" deep Cast Iron Meter Box Lid Cast Iron Meter Box Standard Clay Bricks 3/4" Wate t. - Service Line STANDARD METER BOX INSTALLATION DIAGRAM Br i s Ll lean Sand, NOTE: Meter and Yoke not shown Notes Meter Box Shall Not Be -•- Catod In Driveway. wit _' CIM Sand aDmpietely encase the Outside of brick. Sand Valve Box Cover Tamped Earth Pavement 1r1x'.'4�L% h✓fKi I —old, Valve Box Threaded _ �• Thrust 4� Coupling for 410 �� 2" Cap Collar THREADED �� cap of Blow —Off 1 BOTH ENDS 24" Long r 249' Long it Z" Pipe •.II., ��j�,JI.Y%++/�lr�%/= 14; 'l 2 ,. Brass �- -Nipple II 210Pipe �, �Nipple A o 21" CI 90 ,V A ,E Band -Threaded �:hr,1; '%nr. 4,� ,�, Ilf�l► • Water Main � r I•' 6• Concrete s •. rI, . is -' " A s � 4 # #&T Stone j + '�:' � Blocking .�Wj\ 4- (11 Mechanical Joint CI Plug FORD C 87-77 Tapped 211 STRAIGHT COUPLING PACK JOINT Tamped Backfill.) X MIP WHEN BLOW OFF 13 ON 2" MAIN NOTE: No plastic or galvanized screw fittings before valve. For mains larger than 1211, use 6" Blow -off Assembly BLOW -OFF ASSEMBLY DETAIL No plastic screw fittings permitted in assembly NTS TRENCH WALLS Ii GA, SHEET METAL PLATE BEHIND PLUG PLUGS SIZE 6 8 10 112 16 18 20 24 D 6 6 6 1 6 10 12 14 18 L3 W 20 22 24 J24 132 L36 40 48 WATER MAIN PLUG D_EJAIL NTS CONC. OR SOLID CONC. BLOCK 3 WALL' TRENCH WALL W..O F- CJW DARLING MARK 73 OR 0M NEULLER CENTURION FILE HYDRANT WITH 1- 4 1/2" PUMPER NOZZLE AND 2 - 2 1/2" HOSE NOZZLES ' DEWEY BROS. VSX-TE-100 VALVE BOX OR APPROVED EQUAL SIDE WALK 2" s • O )� G CURB A GUTTER mop o' ' disc'' + • • ` d" GATE VALVE 1 30" MIN. COVER ' M.J. LOCKED E I HYDRANT TEE OR TEE WITH i/, '' 1 AT41b I APPROVED PIPE RESTRAINT w •.�rl Fir VV SEE DET 40-S e MR ALTERNATE CONCRETE THRUST BLOCK a •nA i PLACED AGAINST _ + UNDISTURBED EARTH. W. A,;A `Y'I ,f r� `• a �r / �\r ' , �-•-- M.J. LOCKED HYDRANT ADAPTER MIN. OF 3 CUBIC FEET OF OR APPROVED PIPE RESTRAINT, CRUSHED STONE FOR DRAINAGE SEE SHEET 060-8 FOR ALTERNATE BETWEEN HYDRANT AND VALVE STANDARD DETAIL HYDRANT SETTING C11115 „Ik gUTTER WITH SID WALKS NTS CLOMP F - 2500 DARLING MARK 73 OR MUELLER CENTURION FIRE HYDRANT WITH I1-41/2" PUMPER NOZZLE AND• 2-21/2" HOSE NOZZLES DEWEY BROS. VBX- TE-100 VALVE BOXY 4 , 6" GATE VALVE DUC- LUG 6" WATER LINE 3/4" THREADED RODS (COAT W/ FIELD APPLIED BITUMASTIC) NOTES 1. RESTRAINING RODS OR CLAMPS FOR D9 VALVE ARE NOT'REOUIRED IF THE PIPE SECTIOol BETWEEN VALVE AND HYDRANT IS MORE THAN 12 FT. LONG. 2. RESTRAINING RODS BETWEEN VALVE AND HY- DRANT ARE NOT REQUIRED IF HYDRANT IS ADEQUTE- LY MOCKED. STANDARD DETAIL HYDRANT SETTING W/RESTRAINING RODS NTS 3 D V MIN. 90" ELBOWS SIZE 6 8 10 12 16 118 .20 24 D 8 10 12 12 12 16 20 20 L 2A 27 30 34 48 51 54 70 W 12 16 20 24 28 34 40 44 - 4 5' BENDS SIZE 6 8 10 12 16 18 20 24 D 6 6 6 6 .6 8. 8 10 L 18 20 22 24 34 40 45 52 W 12 14 16 18 22 25 28 32 ANCHORS (HORZ; §ENDS) DETAIL NTS I TEE t •;.s. WATER MAIN, EMBEDMEI ZONE b e� l N WYII FITTIN HEAPED BACKFLL. OPEN TERRAIN 4' GtSJL 1 OW VA Tes; e•s, 9111we'f •wo! • •sllouze ea. I �e7E-f •rl t�uwL _ • WITA AIM&W STOP A se esr► W %me I •ews v-1s-G& ! 7go""" W tTi+e To as SRT %V CIT`C COUNTY OF ONSLDW ,4%V7PPRov%D MECHANICALLY COMPACTED LUXFILLti' LAYERS CRUSHED STONE OR GRAVEL BACMLL, ROAD 8URF:4CE 1 b % PIM/EMENT SASE j VIAN EMBEDMENTEMBEDMENT 'L ZONE ZONE O_ IIES VARIES VARIES UNPAVED AREAS PAVED AREAS SUBJECT TO TRAFFIC PIPEAMAIN EMBEDMENT SECTION DETAIL NTS INITIAL. BACKF'ILL -12 • ► I/2 D HAUNCHINB • 0 �DyAOpd`�V P BEDDING 3'- 6' 0 44 v�Qo uFOUNDATION ( IF REQUIRED. DEPTH VARIES) TEE ANCHOR DIMENSIONS SIZE 6 8 10 12 16 18 20 24 D .6 6 6 6 10 12 14 18 L&H 20 22 24 24 32 EE48 ' ANCHOR (TEE) DETAIL MOTE: !launching for flexible mall NTS pipe (PVC corrugated and SDR 35) TYPICAL BACKFILL shall be O.D. + 1 inch. Haunch4nv, shall be of thoroughly SECTIO N DETAIL compacted oeT sTosw mATnPIALs NTS NOTE:. Flexible wall pipe shall pass ' a Si mandrel in accordance with relevant ASTM specifications. • • ,• ,,,,,,,,,,,,,,,, WATER DISTRIBUTION DETAI LS FOR : eP Af:LIS�516 -•;-a r> -, PROPERTY OF' •EAL F1EA, �5b4iA iS JACKSONVILLE, N. C. 8148 •••ti �; :' JACKSONVILLE TOWNSHIP O N SLOW COUNTY ill "� `'''�` rDATE:- "'JZ-5--05 SCALE : NO NE SHEET DF W , -..�____ .. � ..' :e.' ,, ..r' �y,�y,r 1.,'i.• ',l I'� i{1,1,l rr .I.y� ,5/''•r t i IL PurnpkU, Center slTE EIS C. c Vj cOANIEL =i H • 1ST 1MLMINGTOhI PROPERTIES WESTERN BLVD, ' 13.111590 P319 ZONE - IDS-7 � MOOSEHAVEN ROAD av EIS CIVV-i3.75 EIS r,G r PONE � f2S�7 � � {� � �{ t"k\ � +a7.s3 EU }� ' , OUMPs AO - OPAO E Waco ` I 43.68 47.55 $BUG N!� i�';* fCATE ON F41QMNCE ON p€CONTAIF!*QE Wd4� G 3 40' D&U-E � 157 +MLMING.Fr I PROPERTIES �' qr D,8.1590 P.719 7 _ . I. , _. .� `4 a 'M°'' ' ` . `,, '; ± JACKSOWALtt 7 + 30` 0 •€ PUBLIC) 49 5 OUMF�37FA PAD - 6' ,7PAQLIE ri�OG4 � PENCE ON 3 WES- e' OPAQUE WOW +49.i3 48. GATE oN F-RONT• CONTAINS 2 OUTAPSIMS VICINITY SKETCH r EIS # CLUB i OUSE x NOT TO SCALE 23 Lk . _ WOOD STRIjCnM x NI r Q 7' C S� W SIDING k AUTUMN RIOCE Legend i El `� � � a s�.,1 r � � Lrt NV=42.0 ap IN _ �.5 D,6,1742 P.119 7.♦~APARTMENT }l TEMP`ORARY GRAVEL CON51RIIGTIpF� ENTAXt y fj ixY�4 15'SII]EIfILIC T i _ y \\\ SOODING1 0 f I k U' 1 + I 4 So }{ I NV-43- (repF- k IIN.MLC rINC f w TO 46.75 op- NPRAF-UNM CHANNEL ZCHE + R-7 � ff 80G, #1 �, , 55� rl 43.38 ` T i0P247.15 3 �TORI* G �� I LINE70 CHANNEL NORTHS14E AT 14rr COMMONS "+ 4 � BEDROOM I a . co ++B, a ixirlo�5uar< ,-a3� f� � ` 2. -+ -e STapR`f $IJkL»tNQ (4 1k11 �' f `l err• T S.F10� 28,3 LEVCL SPREAD" sw FF■ 1.00 902 1� S.F. PER FLOOR ,#36 RECREA710N F SIRIJ TU00 �N%51DI _A OUTLET STABILIZATION STRUCTURE - , 7Ot++ r=..3 n AREA I f ! r+ -, FF-SO.O 4'I 5 �xC v T o DROP Iwo r �aotr�cnar� (TEMP) 13 M tLppk Wxv STRUCTUPII�`s'a1A/sIDINfi , r TOP+f 7,79 r kj� �A�7 4709 k FABRIC DROP INLET PROTI:0110N (TEMP) 1T 1 i BLOCK & CRAWL INLET PROTECTION (TEMP) j { - } - 5 T4 I 3 TEPORIARY SDlkifr7JT TRAP } ! x INV-4%3aj4 - '' } I SILT FENCE ef- ¢ 3, TOt =�I8,33 HV 44 �S TO 47A 3 l ,era ,77 `� . v �roPo a TOP-4 019 INV-45.52 � + i 4E-SB NV�#3.91 $. IVT � ROCK QAhi - 1 1 _- CHECK DAM _ -rt [ PROPOSED FINISH GRADE 4= r PROPOSED TOP OF CURB GflADC PIPE tA13CL 43.7'0 I I#VY 4 73 � S" � N + {}}{{ 1aSnG pOHTOka 2 PROP4D ColTxt -24 - , EIS MI4y + T0Pw49•0S 7a Let +9, DRAINAGE PIPE CHART LI "P^ i.6J 0.31 ii.i 1.30 L1 12K u•r.r 1100 yr 98 ACh 3.16 12.5 24M 0.25 35 II ^ 3.40 13.4 24R 0.25 _ _ 65 3^ 3.78 14.9 11611 0.56 4 5 5.6 AMA 24n 0.2Q 271 AU" ;5" 1.05 63 ^v"' 24gr 0,.21 2aB "w,l 24" 0.21 149 4.0 ^X11 24'1 ir" D9 � - 121 ' ^5C" 2441 0.08 308 2.5 .<10 > IQ AU al x bA RCP - Reinforctd Concrete Pi +anstructron �mLierct: +4L97 A. Notify Enginvar, Owner and Land Quallty Section prior to bagrnning construction, B. Instoll stabr11zad constructlon antrpnce(e), C. Instdl tilt ftnce where indicated. Install vdlare Indicated. Silt fence ohail be molntained un#N tha area In vta0zed competely. D. Construct atonnwater Pvnde• Imptall outket etructures- Construat Crrtiet ptatectran where sown. E. Rough Arad• tlte. Prate (RI where requlrrd. E. Install oWnieti, Inetoll #Weis rinare (sod or 4ton• on requlred)- 5eed awale bunko and other adyocsnt araaa, F. luolntaln erasion control measurer as needed to murc full functionob111rty. G. Place ABC aver compacted subgrade, Inatolr acphoit eurfaCe CCUFFOL H• Ietirrd and mulch ohnuldere an¢ ditches oe n4cesaary- I. $red, faro ire, and mulch ail dlstjrbed orsoa within 15 days of =mpleting any phase of the grinding work. J. Parmanent groundcover For all disturbed areoe wrthEn 15 working da}t or no more than 34 colendor dope fallowing completion of construction. RIP RAP SOUR PAD SCHEDULE Sized using ttiY70T Dissipatoz Char Ls. to-S MIA. where DA-A/640 Top - lAnear Feet 110-7.17 , n/hr. Tips Feet pa'r 6ecord VELOCITY 1ENGTA W110TH C-0,55 RRSF 4 (fpe) z 'E Ifee0 (feet) 1 415 2 8 d NOTE: 2 5.0 Z 8 5 I. Contractor shall uee NCDO'' approved RCP fQr all ,p�s 3 4.?J 2 10 6 underneath NCnO'T and/or Private roadwapa. 4 2.5 2 10 6 2. Con tractQr may Ube 1=07 approved RCP 6± RDPE (2 yain a3I_ other arena includigq drlvE�way pipes. PFV, = r'A&jL M.U. -#SAP BOOK EOM EXISTING CONCRETE MONUMENT SCM SET CONCRETE MONUMENT Dale U.E. - DRAINAGE & UTILITY EASEMENT 5 - PAINTED STOP GAR HANDICAP Ac ESSIBLE PROPOSED STOP SIGN HC - HANDICAP ACCESS I, JOHN L. PIERCE. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNI}ER MY SUPERVISION (DEED REFERENCES SHOY,IwI T)!pE HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE STONE CLEARLY INDICATED; THAT THE RATIO OF PRECISION Ci'IB^ AS CALCULATED 1S 1:10,0 +; WITNESS MY C1"sA ORIGINAL SIGNATURE, LICEN$URE NUMBER AND SEAL rl'If3A TIHIIS____, DAY OF , 20- . C1{'$n 1. NO LANMAPING OTHER THAN GRASS WTHIN EASEMENTS OR OVER NEATER AND SEWER MAINS 2. THIS STE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SID9WALK PLAN 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT SPACES SHALL BE PLACED AT NFL A -TYPE ♦*)NITS, ONE SHALL 13E AT THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FAR THE 8-TYPE UNITS. C THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBU UNITS AND THE REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS. 5. THE BACK PORTION OF THE PRi7PKRTY 1S WTHIN THE ETJ AND AN ANNEXATION FETITION MILL NEED TO BE FIt.EII). B- BOOST FRUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE LOOPED, 7- THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET, 8. CONDITIONS OF CLIP: SUBMISSION OF A WE PLAN (MEETING ALL APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE CONOIT10NAL AND SPECIAL USE PtRMITS WELL RECOME NIJU AND VQI D. 9, BUILDINGS ARE TO BE WOOD AND HARDI-PLANK, THIS IS TYPICAL FOR ALL BUILDINGS, 10. THERE ARE 6 TYPE -A ACCESSIBLE UNITSS (SEE LOC►tTIONS ON BUILDINGS) AND ALL OTHER GROUND FLOOR ir1NIT5 SHALL BE TYPE -El UNITS. EXIST $" SAS! SEWED _ PROPERTY ADDRESS: MCGARIEL DRIVE EXTENSION JACKSONVILLE. NC. 28546 no I T EIEA ED FAR #IIStRLi TION TOP-47,45 INV- 3.92 �7. IN�1�44.0� 27,3' ` SWR 41 wv -+�.$a W13ter, Sewer & Storrnwotvr Devign 13y_ 1N''"Cx"� DRAINAGE AREA SUPPLEMENT SHO WNG H ARLE T N PLACE � u ❑ PREPARED FOR JOHN 1 SILOS & BERRY KRATSA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC PREPARED BY JOHN L. PIERCE - SURVEYING 409 JOHNSON BLVD. ,1ACXSONVILLE, INC8540 PHONE: 910-346-9800 GATE: DEC. 4, 20D5 JOB # Z551033 F,B. P.O. SCALE. 1 40' nLE. PSILO , JOHN {BASE 1 - 0-05) (WAG) REVISIONS: DEC. 19, 005 (TIRO). JAN. 16, 20136 (TRC) REASION : FEB. 10. 2006 (TRO) MAR. 2, 2006 (TRC) GRAPHIC SCALE I REF; DB. 2429, PC.638 MARCH 16, 2006(ADD EASEMENT OVER STORM DRAIN ON SITE) MAY 12, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON) JUNE 20. 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON) JULY 7, 2006 PER QW0 5TORMWATER (W5M) I incJE3 N � ! 7:471 7 AM EST 'SHEET 3 O 11