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HomeMy WebLinkAboutSW8890612_APPROVED PLANS_19890811STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 '� 9 O\�Q k 2 DOC TYPE ❑ CURRENT PERMIT ® APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE c� `6 O -6 I l YYYYMMDD -ir Oil" .: -.. -ate..-_+• a�_v_Afr..k(-� INrNp'aafAl....r S 0 U N )) SON A SE•II MATtON COMM% PORES COM KTION h. 71 U C;f�` ^„� A 1. INSTALL ALL FjRIMETER WMIOM AN SEDUMATION """ K 5 ' capror Dcttas Pala TO, STa IPPIMG SITE. . TMW" SEDIMENT TRAPS. •'•1 '`''� _ _ • - S COWTINT BITCHES ANDDRAINAGE PIPE. AHEAD SMPPGRAMINFA FOR 47ABIMG. A. �6. LAW C01lLHTE PINIS�O �iDFNO. COMPLETE e. SNM A MPW ALL ARRAS • MGM COMPLETION OF PINISBEO RBMRas. -� I. SEEN -A MULCH ALL AREAS WITHIN SO DAYS UPON THE .. STOPPING OF ACTIVE CONSTRUCTt ON. IV W. CLLAM SEOiAW FROM SEDIMENT TRAPS A►TER EACH Iy1 WALL EVENT. B. MAI"AIM A" TEMPORARY A PERMANtO EROSION VICINITY MAP NO SCALE CONTROL DEVICES. 10_ ROrYE ALL TEMPORARY MUS=n UPO11 THE COMPLETION OF CONSTRUCTION AND ESTABLISHMENT Or Seeding mixture VEGETATION. Species - Rate l no acre) Pensacola Bamapass 50 Sense& Rsoedaza 30 CommO^Belmt,da;aSS 10 Garman mtllal 10 Seedtng notes 1. Man, a neal appearance s dasaed. Omr senCea. 2. Use common Earm.:xgrass Dory on n.rineo stes where 4 cannot be- rome a pestdh 5 o.ra Cara upeosgrass. S"cling Oates AM t July 15 Soil amendments 0 ro/acts in 10 Shc IB5:3 Ora 3.000 Apply Gnla and,se rnI r on..n g pt. ground agr¢uauni limsslone and 500 Maas 10-10-10 tertii¢v. Mulch Apply 4.00D Wacrs grain straw or ecin,tWent mwr of another sunabe mulch. Ar o try tackvq weh asphalt. ronrq, or namn5 or oy crimping weh a mulch anctohng loos. A risk won Dudes sel nearly straight can oe used as a mulch anchonrq loll. Maintenance Relamid. fhe lolbwing Apt, with 50 blacu mrogsn. Repeal ae growth re- cuvss. May of rno'"'ed only Dots a year. Where a neat appearance iz desired, ems serica. and mow as Doan as needed. I 7' 509 �rN� GRID eaaaaaa I 1 I I I I I IY I i- 591 11 26' 6' 6r �2,r 12 0ER F T 1/4" PER FT. I j .4 .. PER. F7. I"PER 2MAX L-6" ABC NOTE_ CONSTRUCTION OF ROADWAY SHALL 8E IN CONFORMANCE WITH N.C-D.O T. "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JAN. I , 1984 AND LATEST REVISIONS TYPICAL ROADWAY SECTION D.B. 481, PG. 205 O I � r f7� N.T.S. sa umar a.� ^-Ysn 1 Crossaacden ns. raeea M t 1Y..MYr �• Saar �. s"'s'..a wye .... Slur sacndrl SEDIMENT TRAP TANGENT TABLE NO, BEARING DISTANCE I N 050 43' 44" W 12 8.15' 2 N 05043 44" W 40.00' 3 N 4802844"W 85.00' CURVE TABLE NO RADIUS DELTA _ ARC TANGENT CHORD BEARING Cl 325. 66 17027'27" 99 22 50.00 98.84 N 020 59 59" E C2 325.66 17027'27" 99.22 50. 00 98.84 N02059'59"E C 3 199.29 42045' 00" 148.69 78,00 14527 N 480 28' 44" W 1078' e a 1 I P.K. NAIL N 05° 43' 43.77 W 2084.50 �1 I 1 I� la J A�f f. lIiLi fail 0=) `3 C5 a mI m a U _I in M \ Lilli r41 �I F - a ca 1 )1 Z I J p a1¢ R �LL I`5� I U If ZL 90 S 05Of 43 43.77.E . _. 180� --- _ 23 0 ------ ---� J 5 0 4 q A 10 J 3 I I 21 1 0 `9) / xe Pil - E RAN[reNT' �- --- I 00 Eg`5/ �I J i (23 I (� 21 J Bo I I I S. 48L E I40L.F. 18"RC 9F:� WETLAND p ) 18 R.C.P I I LE. 3.7 '. r \ R+ I 7, a 'i 4 3UPLT GB 6a I \ay g0 \P \O� 49 0 'y _ 9�\ A" 4060 g qq \� x x z x x x ;� z' xx \ x \ Q 4° ►` e5 I d \ 35 �a % 1 \ R'/ I a 1 e \ 5 OFF q / �' sP \a 2 \O' 01 eb / -- = X x X I x xx ej z x- x x z /�, \ 1CD 1( , 8' W I i 'y 1 1 61 R` --- I 2l!I\x \\ XI \ill r, 2) 1311 14� 1//15� �fr EA9E1lMT- - - _ I I ll I \� ��� /\ WETLAND-, \ \ Q, 1 OFF EDG of I I I TEMPORARI^ SEDI ENT TRAP iE , / 6 \ = I PAVEMENT I DA = O 2� \ C? \ J ----- I , 81 113 ( I STORAGE=45 CF \ 609.62 I S 05 ° 43 43.77"E 1014.9E' 8% 6'REDUCER- F-_EEV A TAPPING -- TYPICAL BUILDING ENVELOPE AND BE A fi VALVE AND BOX i I I 779' iIt 854' OCEAN GLEN TOWNHOUSE CONDOMINIUMS I I I D.B. 429 , PG. 60 I EXISTING fi'PVC OWNER E DEVELOPER: LITTLE/JONES DEVELOPMENT COMPANY 3106 SOUTH MEMORIAL DRIVE GREENVILLE N.C. 27834 PHONE: (919) 756 - 7799 ENGINL ll'II,MING'1'ON, NORTHCAR01,[h!A (;REENVILIX, NORTH CAROLINA CIVIL - SIRUCTURAL MECHANICAL - ELECTRICAL LAND SURVEYING OPEN CUT ASPHALT DRIVE AND REPAIR EXISTING 8"PVC 64 l.vLe `_AMC,"ALE COLIC<�( (we r,, r'TYr'E r. 2) AG02. 11aY C GOUCSE(we OOT 7 YVC ALC) OCEAN BAY VILLAS D. B. 473, PG. 261 %ISM n;,T f}:✓F1.2s1( J L�AiE 400e"E-/ 121 n t � 121 I,OTF,S' I. F•(MST UJL7 r1'1C ,j"_r MULL V-E COI" svli" A *,w. Z erO Coal. CoUKFLL L- KEI'L hGEMEui SIIALL MATCH TNI: Va[5S CF E%ISTI1Wj P/\VEtAFNT. 15A15H eVUP-SE 'SIIA!_t- Er A Id,anaut_I or 61' CJUKS[ Alrin CF /r ArE BASE ec VXSE b- Ti': LJ..ta j_C71JI-I P_EaTUIILFE2 FJR LSheVrILL fYL 15Fi IA��T by sr La_L EE IJJ :: srlJJcilKv PCJCT Js' I-STIA PAVEMENT REPAIR DETAIL N. T. 9. GENERAL NOTES: 1. RATER MAIN SMALL BE INSTALLED BEFORE SUBDIVISION ROAD IS PAVED. RATER WIN SHALL BE LOCATED A SUFFICIENT DISTANCE FROM CENTER LINE OF ROAD TO ASSURE THAT IT WILL BE A MINIMUM OF S' OFF EDGE OF PAVEMENT WHEN ROAD IS COMPLETE. OWNER SHALL ADVISE RATER MAIN CONi IIACION OF PROPOSED PAVE- MENT WIDTH AND LOCATION. 2. PROVIDE MINIMUM OF 3M" COVER ON ALL WINS INCLUDING U11'CH CROSSINGS. 3. ALL PIPE FITTINGS. BENDS, AMU SECTIONS OF PIPE WHERE ABRUPT CHANGES IN VELOCITY OCCUR SHALL BE BLOCKED WITH CONCRETE AND BRACING TO PREVENT MOVE- MENT UNDER MAXIMUM TEST PRESSURE (150 PSI I. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES ENCOUNTERED IN THIS WORK WHETHER SHOWN ON THESE. PLANS OR NOT. S. CONTRACTOR SHALL INSTALL WATER MAINS UNDER ALL DRAINAGE CULVERTS UNLESS 3' OF COVER OVER PIPE CAN BE MAINTAINED, 0ILVnI(T\ SHALL NOT RE DISTUNHEi, h. ALL VALVE BOXES NOT LO(:ATEII IN PAIcbfi%NIS SHALL BL Gkouhl) LEVER. AND \LHHUUNDEU B) A CONCRETE C1x.I.AH APPHOXIMAIKLY IN IN DIAMEIEH AND 3" THICA. I � , WETLANDS t y P�440, �� \ BOGUE SOUND i I r a k01 ,,�'•• � a SE �+.L 14 WATER SYSTEM DESIGN ONLY , LEGEND FIRE HYDRANT ~ VALVE T TAPPING SLEEVE ---W--- EXISTING WATER LINE -W- PROPOSED WATER LINE B.O. BLOW OFF VALVE X 5.5 EXISTING SPOT ELEVATION 6.0 PROPOSED SPOT ELEVATION ROADWAY LAYOUT JUN • ;��� AND WATER MAIN EXTEN S ION17f`T`°£` uR` 89mco Iz 4 SALNDRYPEI£' VILL iiCE , NEAR INDIAN BEACH MOREHEAD TOWNSHIP SCALE: I"= 100' 0 100 ISO 200 'NORTH CAROLINA CARTERET COUNTY FEBRUARY 1989 300 I inch : 100 ft. 500 �LA