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HomeMy WebLinkAboutSW8941115_Approved Plans_19950406to ZRAF'FIG bEAR�rsG. F'RAriE AtJ"J G*RA'"r'E ,• ffa ' � eo1�+G t3Af-Ft„E %..JALL o .E a LEGEND ITEM PROPOSED RIGHT-OF-WAY (PROJECT) --• PROJECT LIMIT LINE -----•—' RIGHT -OF -WAX OR BOUNDARY LINE (OTHER) -- --5--� - SANITARY SEWER MAIN SANITARY SEWER SERVICE*---� -- -W-- -- WATER MAIN WATER SERVICE----� • ° ' s"min --D--=- STORM DRAIN LINE —D---' 4 P ov-n.E•r t Drop inlet _ C."VT with grate • • 1• ti � ❑ INLET OR BASIN ■ 1 : , _�, _ coarse aggregate ��` O MANHOLE T +- Frame �•Fcgct>oT -*4 sroNE) FLARED • �' ® a '� .min END SECTION rbuft b CW TE ��B REflARS t2'O.e.E.� T11 `o.. , TI(- S _ \ ._" --C�- CONTOURWAt RT-CA 8- .� c CONSTRUCTION ENTRANCE �_ oR pREusr �. Z '�-",• -g-- --. �,. BITUMINOUS r PAVEMENT �* N No•rRs: ppEFAH_ oar�ntED �•ROPi �iOStoni t " =14L,at. PL W P/IEpAREb gY "' Qh ��' 'S A at kMo WIMTES%bE i Gather --�'• _` �, yP SPOT ELEVATION '�' excess '%,c /WO t'R NE Amb (."t m -t O .•rm ec 4-0, �' �r1Rt,1c... -�„ �.�. �.� _ .-� at corners `-- ABBREVIATIONS 7-1 MODIFIED CATCH BASF - �( -- - - - - TP - TOP OF PAVEMENT TOP - TOP OF GRATE 2 x 4 " wood frame Stake T Y max 3' t ' min Il t i- 11 1I io Buried fabric ` EXISTING (SILT TRAP \�� ��—�? ,�.�,.—__ — , o >+.� TO �.. IN LET PROTECTION _ - __ �- � _ i� - �� DIA -DIAMETER LF -LINEAR FEET o,�� Ili -- r _ � __-__ - INV INVERT USE AND INTENT OF THIS DRAYVWNG CotAc.coli - SEE tl":r \L -rN{S SHEr 61, 1. This drawing is not, released for the PRo�6c.-r 1 �purposes of contracting or construction ---`__ �' -�' ,�,� L1HAT L1 QG� � unless the Release Authorization In the sown` \ � � \ title block on this drawing is signed and 40 'y� dated by on authorized repreeentatiye of the Architect. Portions of this Drawing ,\ , 1 _ �j may be released for contracting or _ -- �___ - __ ! ' o,,.• �,\ construction if there is noted hereon o / \ - kro- •'',� Release Authorization applying specificaily to such portion, signed and dated as ♦� \ ,,, -"i : - , - ..,,,•• S _ - �S 1 ` \ described obove. _ 34 --t"- r ,� ` 2. Materials, m ion on aiI other u r 1�-' ''' -.-ems �conditions which are not otherwise defined \ ,..• „�E on this Drawing shall be construed an having this some meaning as similarly Indicated conditions which ore more fully �O i I t z w w w defined elsewhere on this or other Drawing %� / ` 1 t-,I z� ( Z Z for this Project. - ` - _ M� `'1�.� ` ��!{ ; �1 '_it t --1i �1 3. All Federal, State, and Local codes, \ ,,,, yP,` .-�k•'"„p ordinances, regulation, etc. shall be �^ ix tz considered as port of the specifications 1 a- W � CL � for this project and shall take reference .. -�- -� ` �A 14 �Ir h., 1 ` CL a o_a- 0 over anything shown, described, or Implied N` f ti l `,R ;R ><� ''riR/W - - Ei -E5 - -CL CL! R/W0-i where some are at variance. f G,RAAE -rca o YR PA�l�c4 Elzr ` � / ' � '� e / • �r�arrtn9 tttiar,-� * - - r 0 1, ��5)i s SEWER MAIN SEWER MAIN w 13 ,' s Aft: A 1JcfT- .R �°"' • L AREA qC r A tN pRO1EGT` �k►Q tA� 1 %R MWEG'r \ \� / WATER MAIN --tWRTER MAIN T 1"I ate oil 15 t;4Pt�,rt) f4 dC t5 (S tAK) DcA:t1Srhi r 'I,\— N4 , t 9 oR lcO SWPE ib EX tS'rt o f iNY. 9.5G i / (� / r / ®� t C p t pta } CSC PiA*9�!} t G.RA�E t�tAyt t t1v t A i \ \ / 10 R/W t , @, l(Ti?. P40 r1t 31 t>E S toj Z Z 4 /t•F' .�lek tom' . \ 1 ' \'�j jkv p` �3 -t I - 1 i _ I J --. cat. 6G,1PlCa �GuRe)• Ep,S'Et'tEt� 1 1// �� I i i�• . 4�'' Q� 10 . w w w U.)t� SEr - D>c"i' a .. -rAAS ewi-r ' ".� %'� C?� 1 C)°- o C) al f 8•iDIA 5ot. - '1 RLWIVENTIRL LOTS GorWECT "rD 5'fv6-euT OEsti�6CNN { t J i ` �bR S CCIOr1 Gt9N51RVGT1oPl / ' GENERAL NOTES: o� ��► .01 , . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CAROLINA 9 i��� BEACH DESIGN REQUIREMENTS. . s� WNEEI. w /s �� \ - 2. SURVEY. INFORMATION OBTAINED FROM MAP PREPARED BY ROBERT H. r,4ro f / r + \ GOSLEE & ASSOCIATES. 3. EXISTING WATER AND SEWER LINE LOCATIONS OBTAINED FROM PLAN A ( � r ' / FURNISHED BY ROBERT H. GOSLEE & ASSOCIATES DATED 9-2-44; ALL S OC&AiON S i , v / SEDIMENTATION AND EROSION CONTROL NOTES: MAINS TO BE FIELD LOCATED PRIOR TO ESTABLISHMENT OF REQUIRED EASEMENTS AND CONSTRUCTION OF SERVICES. URr •s 1 z ' I 1. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR �'� 1r1UtGA�'TD d f MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE t '► MAY, j TO BEGINNING OF WORK; CONTRACTOR SHALL NOTIFY OWNER'S tMvr1 SwPE. _�� + - ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN 30 4t�•ly REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO BEGINNING OF • / WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER.CONTINUING WORK. I ID. U16ITM: ALL RESIDENTIAL LOTS TO BE SERVED VIA SERVICE srrrvrION i i 2. TOPOGRAPHICAL INFORMATION OBTAINED BY TOPOGRAPHICAL SURVEY CONNECTIONS TO THE EXISTING MAINS. ALL CONNECTIONS SHALL BE IN Drowtn g No. ®Z. I I PREPARED BY ROBERT H. GOSLEE AND ASSOCIATES DATED 9-2-94. ACCORDANCE WITH STATE AND LOCAL CODES. < \ O ELEVATIONS BASED ON MEAN SEA LEVEL MSL 2- ( )' 6. WATER AND SEWER SERVICE LOCATIONS FOR ESTIMATING PURPOSES -- \ 3. CONSTRUCTION SEQUENCE: ONLY. LOCATION MAY VARY DUE TO LOCAL CODES, ADDITIONAL UTILITY o A. INSTALL GRAVEL CONSTRUCTION ENTRANCE EASEMENTS MAY BE REQUIRED FOR SERVICE LINE LOCATIONS. B. INSTALL STORM INLET SEDIMENT TRAPS Cr < C. INSTALL SILT FENCE DOWNSLOPE OF AREAS SUSCEPTIBLE TO = GULLYING AS NEEDED t- t3 13 D. COMPLETE GRADING OF ROADWAY AND SWALES E. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES Z. i t t t •-� Wt•iEEL t t Z - O SE'E FAN GRASSED SWA aN : lV MA"KSWFE It a • WANFAM IN $ASE coulkSr- vP�GcR1�+i�E/ NOTES < COrJCRS.TE 70 15E 'ate FS\ ZA D�`t' SIREN Gib PRE % DE 30 �t*tTS 9q 4Et�tt-''i r<R S M A`t . PROM E C,pttTRO p�S 1 eJ� COs�lF� M -TO �GOOls � ST piix At.1.• �oRKMAf4S" HA R CURB DETAIL_ Nor =rQ sca�..� SEe• Pt�i.t ec rtr SITE PLAN 4' TRtA't�413oARn'To r-tARK SERA« �-r�v. BoTH �a stoes� , yw • i •' R K 4'Y- l3ttAttc.ti•i - stN��E art ,-_4 * 4 Y - bRef•icN - S � NG,�.f CAR 4% 4 "- 4" OW15LE Y- BRANCH bUAI. 4 •" 4 �x 4" opt r Y-PSR�r1c}{ - twAL t 1 'tt� Rt I1M MAX 45" RUA* �5e vAR1A84F St oPE RS Kt~Q t.ET`rP. EfOiii SLOES) MAtnf-•-•-{` �� ANG{. r. FAR SEW'F-K ST=-t\ItCiF NEAR QVE SEWER SFZRVICIE SEWER SERVICE DETAIL -.hick layer of grave 14* Compacted fill Filter fabric °!'1111.1 11111E t�'t ill V•trench� �ill�fi Extension of fabric and wire into the trench Filter fabric--►- `i✓C wire 4- SILT FENCE 4, LIME AND FERTILIZER: LIME - APPLY GROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE FERTILIZER - APPLY 10-10-10 AT 1000 #/ACRE INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4"-6" OF SOIL 5. SEEDING: TEMPORARY - SUMMER: GERMAN MILLET 40 #/ACRE - WINTER: RYE GRAIN 120 #/ACRE NOTE: OVERSEED WINTER PLANTINGS OF RYE WITH KOBE LESPEDEZA IN MARCH IF GRADING NOT COMPLETE PERMANENT - SPRING OR FALL: TALL FESCUE 100 #/ACRE- KOBE LESPEDEZA 10 #/ACRE - BAHIAGRASS 25 #/ACRE RYE GRAIN 40 #/ACRE 6, MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. PERMANENT SEEDING - GRASSED AREAS SHALL BE REFERTILIZED IN LATE WINTER OR EARLY SPRING THE FOLLOWING YEAR. MOW AS DESIRED TEMPORARY SEEDING TOPDRESS WITH 50 #/ACRE NITROGEN IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER, OVERSEED WITH 50 #/ACRE KOBE LESPEDEZA 7. MAXIMUM GRADED SLOPE SHALL NOT EXCEED FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. MATERIAL SPECIFICATION NOTES: :D � O 1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION MATERIALS AND O INSTALLATION METHODS WITHIN ROADWAY AREAS SHALL BE OF NCDOT w QUALITY AND WORKMANSHIP. ALL MATERIALS AND INSTALLATIONS SHALL i 1 BE APPROVED FOR USE WITHIN TRAFFIC AREAS. z 2. MATERIAL REQUIREMENTS: `r A. STORM DRAIN PIPING: NEW PIPING SHALL BE PERFORATED, C) W CORRUGATED, ALUMINUM PIPING CONFORMING TO AASHTO M1961 TYPE I. U•) z PERFORATIONS SHALL BE CLASS 2, 3/6-INCH DIAMETER AND SHALL BE FACTORY PUNCHED IN ACCORDANCE WITH AASHTO M196, I B. STORM DRAIN SOCK MATERIAL: PERFORATED PIPING SHALL BE _ WRAPPED ALONG ITS ENTIRE CIRCUMFERENCE WITH FILTER FABRIC. FABRIC SHALL BE TREVIRA SPUNBOND, TYPE 1114 OR APPROVED EQUAL. w 3. WAFER AND SEWER SERVICE.MATERIAL: REFER TO TOWN OF CAROLINA fi °' BEACH FOR MATERIAL SPECIFICATIONS. Q " .<r Z is E C E W E 0 � t.l•.J N OJ�v� KLEIN ENGINEERING AND ASSOCIATES 322 South 4th Street, Wilmington, NC 28401 o (919) 763-7900 RBA Job Na r 1 V o Ci -° o rn r- (a C tT 0 �- N OV y 9E- to "' o ?- rn��fit cn 00 0 V o `' c ao m •� v o °� V.oC � C- o•�pp oz as oa o P W _E ytoraa ap o v� co rn �$o5 u-6< 0 Q +% tX a w v N V) O cv u N u v�ic%vc it Qo` o o C O oc v -0 •u ® °o�g � D (0 t.Ar w ti ;c a n14 o Z a) 0 if l c n x o c "0­ Q w E ZmpNrn V Vo&ov z QaA°o °- t,..► 0- m O X a o -C - Wo CD M- U o v, z;i c9, X' .�C E v