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HomeMy WebLinkAboutSW8970136_APPROVED PLANS_20130926 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 0[5 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 62Wd YYYYMMDD IPRo>Ec-T SiTE 1 2 3 a 5 6 7 8 9 10 11 12 13 14 15 16 A C � D E .. ... . .......... ..... ..... . G J L ............ KEY MAP TV� u RE-aAR R.� 2m Iz2o 20] � H w (Or AAB �yti M3 rRAYE !COVER M ACCORD♦NEE MM MylEp wAOE— M IT. SM 22AGIKW RR-i-62, CpKTRUCTdN __ IIIUCTON M I 9I 22A EYN BANE .ICON A]Mi r1O 1A, 9II 23A fw OOvw ♦ ♦ e].3 CA NVfRT pl (TYP. 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ACTpI A-A �O POE A1w CURB INLET (C.I.) 3 a ,ao a,N Tw+O♦r �rnsaARce srnucnlRE'DETAaI ■ WTS OaAeufZ SRaKRYi fa—� Y S N.T.S. SRCOT END ON _ ERAYE!COVw M ACCCaDA1NEE WTN WEFT END SECTIONS wif OIANw i ' 014 mrR41:T)OAADE �EID[,UE SPEN1GTw RR-r-621 - wRETT END ACTONNS / FIG, 6. SIZE 22A FOREAAU aul m E —S rw uAy BE 0. FIG. IA. SIZE 22A FORaVw A USED IT DESIRED Ojt '•,uy""' p 23 wO1i I / AOPE-25.a PER TOOT _ 'BEN01 0.10 $j J Q wmA O,A NA. W ' BEINdN CONCRETE Cd yyy m YOarY wL PONS ro g Bt0 Sa♦RE �B Tc M Mµ I / 9ar POE lauRMS fAbN, +`33 En RDVNOED ENRVANR i Q' /— �— BAR w STEfl.TANNIC MAN MAN �j W pEINrwCYNi �1 H 23.♦wwI = < OwFArLOw < B Q A OR SANITARY U.N. PRONOE � Q C TRAY[ 12.] 11eG%PMEETMD W N/,iw RNSIED VI Q „ tNKe( I:cUsmCTICN GRADE/ E1N9NED WADE REUOV,UM GI. a Q -1a" zol « w CONwEi /-ILw La1.22u dA iw DEPMWALLS rD BE 305 MIIX F'pl U H(2) N BARS _7TO NVWT OIEAIERPwluliN af10w 3.66u pEPM CCAm♦Ci BACNraI.wv. 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F PUTNO CWPT - n P.P.E - 4.14 .50 O �OO°OOp �� ROPE VARIES - 0 0 O O O _ Wx. SLOPE 3 Hd6Z : I MO T. < �rA91ED 5♦MD� z NIWOSEFD SLOPES!BDTIOI COLVKTEO SUBWAQ POST H r APPLY ER09d1 WT TO SLOPE NET @ 1.0 m n HARD SURFACE PLAY COURT SECTION 152 N.T.S �j 914 uN • E �rA9ED $AIO� TYPICAL: DETENTION-BASN-SECTION. _ — N.Ta. SPOT MELDED CAp PUR2K CQRIT 8 .I�m END UNE I I I I y I F FCFEBAI 0. R i9 _ s �ZIfZ II . i43� HQtI: ME1DtD W INm - i ISz NOWT A]S1dE 1 0 361Im OALNANZFDF 8 i 6 BWINET ON I.VSTREAAI O a EROSIdI OONTRCE S7 NE Y MT M FAQ O Nw1I(TW.) 153Mn d1085IRUCTED AREA r e r�oTEs. E I. ♦LL uEA5UR0/ENIS FOR COURT NARNNDS R ARE TO WTSICE OF IJNE ENL T FOREBAY DAN SECTION cDITFR IUIE r t � n.r.s. 2. ALL LINES ENML BE S WOE. till! 7s DALVMr2E0 PIPE VOLLEYBALL COURT LAYOUT � 1 _7 FINISHED - n.T.S y z75 _ - S .D6 1 m1�TREAIm I ° a.�ca:Q 3 9 S C'ONOiEIE AOWW I / 914 N / PLAN IS.xIm }[ t �915 uN. 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COIUR bU♦ND RETMNER $ECtION I-Y PLVI !ES£/11pN f1S END LINEOwOLX IRON PIPE BENDS !MESRU05a ' ' 'CONC. MR05T BLOoc BODSBE)IDS TEE$ BUDS ", G'LZE ♦ B ♦ B A B A B C D HO1E: NOi_ NE50 100 250 2232S0 ISO no I250 :loot OI550 SEE SPEC6ICAnWS NAM 11 ALL CWRT PA•.ENENT NARNINO 91♦ BE ZOO 550 330 300 3301 200 250 330I�0 l=)j 735 FOR GOAL. SOmm WOE $WO LINES(WtW). a P-630 BALL DN —dxlnt IRON MPE BASKETBALL GOAL POST FOUNDATION �� e�-�'�0.3 BASKETBALL COURT LAYOUT N62470-94-9-.307 AA E N.LS. e�e FIRE DEPARTMENT CONNECTION THRUST BLOCKS N.T.S. A N.T.S. n.T.S. sm C_9 12 11 10 9 8 7 6 5 4 3 2 Is.2}n Yrl. FATG GIGGK NODOT 9S 15. 150 F tb- C 3'^ ;COARSE ACGREGtt A'!.9 F r2.9 ARD(D H _ ElD51ND i j 7w IM[ TABARD UNERTEWA 1 CNAMN4 ' CRGAD v V �IIIN .� A RU1tiOT M� \ WO ^MRE LIESN IJD CONCRETE �1 ,%�i TIc ro E195TMG oR N[w >a CLEAR (RRMD[ (MACE AS MgGTED // -. ° Z RAM y I ' , 'O:0 O a°0'o O waE.,CE .s m � o , 0e � lies. UN. E1aSnxO Soo 1T CPCA;"S1YALE-SECTIONI INAWIAENT INLET PROTECTION \\` mnACTm�BOV'0E /••i/, •'��;,'. ' FOR CURB Y0.ET lao IOL AQACut[ BAs[ ;CONCRETE-PAVEYENT"SECTION—J --EnsTRNo aeallo "SaN.N Yx. SaNNN _ TsN.N M i COARSE MARS QOTH um.OATE °./- BO CONCRETE 911WINWS 7E4 EAS sEcnan CLNGRETE STONE CONSTRUCTION ENTRANCE zoo UN. AGGREGTE BASECE-6.06 R "<��R IIr N.T.SQIR.C,ED 41.FCT• LAYES° TFAS.TTAGN MTER FABRIC TO POST. ° 00 0 ANPACTmCURB DETAIL ' pyrnliftCpPAC SUBGRADE [M �� II 150 5o NON-AAcnf IBITUMINOUS-PAVEMENT-SECTIONT 112 — 50 YN. SITNINOM MA YA%IYUY ISOYETRIL ni _ A Cam skTRrAa cctasc RANT EXPOSED SIRFACE C0.1RSE An OD_ �3 EDGES r/ TAIX COAT t •~..~. ;vt.. 1 CFIEIiD rABRIC '—STEEL IENOTN- 1.65rnr ° SAN CUT. T�9.—{ 1A 10 INTO TRENCH I ^%V CUTTER DETAIL'T :1. TO zsA F FEIER FABRIC— GROUID t1NE CURB-AND- 6f0 TO ID2 J05 •"••x..Y.•••'U J.S. 4 SCIPO�: _ EMT. S Icxl fA ASGTE �19 �QR AST a Ri -•.1.. EMT. BAA BASE COURSE W 100 CONCRETE COW+SI— Yww° TiRErIpN 1NOTN E} _ m 1.° TMEN At TOP OF RPE _ < A _ 3os TRENCH }O5 Q ° a 6 AN MDTI A N _ SECTION AT BASE ,may. NOTE: EJ PRO'Am .I TNIGRNESS SNOAN OR 0.90, IRN. INPAKD AREAS ~" TEMPORARY SEDIMENT FENCE (SF) CCACACLCD 91BMADE YATCN EXSr WICK KR IS GREATER. am,, YN. IN UNP.KD AREAS— SF-6.62 CONCRETE WALK Q N.r.s. BITUMINOUS PAVEMENT PATCH �� Q C N.r.s $ INTERFACE DETAIL CCUPACTED SELECT 7) LAYERS SAMM INt5=nm 600 1W. O Q J Ed S1DEIRALF NOTE: r O.D. WOODEN STARE MOVOE CONTROL, TS C SPAONG EWA. V) O r-CATCH BASM TO A1DTH OF SOEwµN MD 12.S - WAN I R J .VNR EKPT 12m OF STRUGNT RUN. AT COOIACTCD CHARGES IN pRE<TpN ANp AGAINST A.I. GRANULAR e < W CONG DOUR STRUCTIRES ANO IMPNC CONCRETE. UIRESS RLL ImNOTED ONERAISE. SLOPE AS RAM.LTED GRADE VARRS FACE OF WU NG ON CRAOM PLAN\\\SEE RAN 1y nra�E sW SCREE WJMDTN A SOFT AS 1. TED 1REAi.O UNWS I— LUYBER -� 7 E.aTN i 2 51 �J�J�j °.. .. .. 1L °C3`S�c T�I { =.'A'a;•;per;M RRONDC BEDpND SPECIFICATIONS ACCCRDMCE Q 1 ' 1 150 PEWMATFD d M 1H[ ETONG1. CC SEDNENT FENCE—' - . •51 PW PIPE v m= REFER TO SEGIACNT FENCE DETAIL SF-6.F2 --- N STONE MTI PIPE TRENCH DETAIL `' NON FOR SETTING AND ANCHOmNL OF RpYENI FENCE I RWNOED ED S� e — INLET PROTECTION '?Sv�2 N T s -9A- STONE TRENCH DETAIL (FOR GTCH BA$N) NQ41 94-8-4307 IP-6-51 TURNED-DOWN-EDGE-SIOEWALKI NJ.s m C: 7 ti 12 11 10 9 8 7 I 6 S I 4 I 3 2 1j f c �!► '1 / %fjjy�("''sir NlrA I OWEN -i mill `� •'O/ MIMI On 33 Pow ■ ■ ± 3� NORTH NONE CORP8 BASE CALF LEJEUW- NORTH CAROLINA 2 3 4 5 E SITE LEGEND L_ -Zr OVERHEAD STEAM DISTRIBUTION SYSTEM Design Grouping #1: � °r \ V UNDERGROUND STEAM DISTRIBUTION SYSTEM 0 Boilers Using Existing Mechanical Space \' IM UNDERGROUND STEAM SYSTEM VAULT Boilers With Expanded Mechanical Space ® BUILDINGS IDENTIFIED WITH HEAVY LINE TYPES ARE Needed INLUDED AS PART OF THE PROJECT Design Grouping #2: ® NOTIINGS NG UDED ASFlEARTIrH OFLTHE PROJE TIGHT LINE TYPES ARE Unit Heaters / Split Systems ttit, f • y � a�i wssu �y � A I�m7 � 1 I IL,N mo o BUILDING SUMMARY • CAMP GEIGER wf ,u•z �n u•r{w ��f'sM �1 K a{•, �' � ® rw m r�rr c•rw f mrr wfr es "' 1 I rum •wf•• os nr w,r rfw fro fm .m w•e .,,e. 1 q ,o w.. .fw r•n nwR rfR ix{ ww ,.r{ •woven _ ___--_ _ _ w � w'i: •arnrm•orc• fr71w, _ • 10r .m.aaaa•m � � _ Utz r Yr wU,r rr N.w f{• •lY r - w ->t. a UST i r rmR R w C r 1 dOY MP ow rY v w it UIS 1� I O61M °•ff rO,r OA-iw {. 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M — A •� 1 6 U J na• fwfr nrnww r rr.w 4w w K•. - _ r _.- - --._-_ W wn s ____ - M rwaani ari {nr- rsc - M a• _ i Q Q - 5{ Ar --� .s,. '"M = -w a- Z ir 4 ,M• sse�f+e+snie cu•m ar mr rer. _f r U 'm f-I 1{A rrFA�fWR.�fT - M fIrI.R� YF -•ly irL M _ r i I1yJ m r aws lr. _ - —.. W 4't- - - WF A 1Cf•r fOrMri OfIR 11r •M ri{ r _ r r 1�U ® �� V � infr -rYrrwn - _.. M ews - uw. - aw - rsi.-.. _.r - w•- a —.-- 4 �i7 O � >e,o •e•vcrrefwrr r cfw•m w •wr asr. r _ r r LLY r^C/) wxrs{ ■■ ECEIVE AUG 2 0 2013 -'-� ME-101 wwRrwr 2 3 4F 5 1 2 3 4 5 GENERAL SHEET NOTES g NOTES BUILDING CODE SUMMARY ALI_ DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE 2- NOTIFY DESIGN BUILDER DURING THE COURSE OF CONSTRUCITON OF ANY CONDITIONS, p UNCOVERED OR ENCOUNTERED, THAT DEVIATE FROM THOSE INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 3.SJRVEY THE EFFECTED AREAS BEFORE STARTING WORK AS ALL EXISTING CONDITIONS CANNOT 2012 EDITION OF INC CODE FOR: ■NEW CONSTRUCTION ❑ADDITION ❑UPFIT BE COMPLETELY DEPICTED ON THE DRAWINGS AND SOME UNUSUAL CONDITIONS EXIST. EXISTING: ❑RECONSTRUCTION ❑ALTERATION ❑REPAIR ❑RENOVATION CONSTRUCTED ORIGINAL USE(S) (Ch.3) D RENOVATED CURRENT USE(S) (Ch.3) PROPOSED USE(S) (Ch.3) MECHANICAL EQUIPMENT ROOM 0 i U 0 o u O o BOILERS OVER 400,000 BTU: ■NO * ❑YES *IF NO, ONE EXIT REQUIRED. SECTION 1015.3. NO SPRINKLER OR 1 HOUR RATED ENCLOSURE REQUIRED. BASIC BUILDING DATA: CONSTRUCTION TYPE: ❑I-A ❑II-A ❑III-A ❑IV ❑V-A (Check all that apply) ❑I-B ■II-B ❑III-B ❑V-B SPRINKLERS: ■NO ❑PARTIAL ❑YES ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D STANDPIPES: ■NO ❑YES CLASS ❑I ❑II ❑III ❑WET ❑DRY FIRE DISTRICT: ■NO ❑YES(Primary) FLOOD HAZARD AREA: ❑NO ❑YES BUILDING HEIGHT: FEET 18'-0" GROSS BUILDING AREA: FLOOR EXISTING(SQ. FT.) NEW(SQ. FT.) SUB-TOTAL 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR MEZZANINE 1ST FLOOR 280 BASEMENT WHUR40-TURM 280 BF FIRE PROTECTION REQUIREMENTS: BECKERi C BUILDING ELEMENT RATING DESIGN# DESIGN# DESIGN# 0 • • GAN FIRE C SEPARATION REQ'D PROVIDED DETAIL# FOR FOR FOR • DISTANCE (W/ . • AND RATED RATED RATED (FEET) REDUCTION) SHEET# ASSEMBLY PENETRATION JOINTS ARCHITECTURE INCLUDING COL MNN, P LA N N I N G GIRDERS,TRUSSES 0 BEARING WALLS EXTERIOR o PROGRESS NORTH >10' 0 EAST 0 DRAWING — WEST ,lv U DO NOT USE SOUTH IOR MECH FOR >1a 0 INTERIOR NA. CONSTRUCTION NON-BEARING WALLS ROOM AND PARTITIONS N.A. EXTERIOR NA SEAL NORTH NA ELEC. ROOM APPROVED EAST NA. WEST NA. SOUTH NA. INTERIOR N.A. ILL__ t 11 FOR COMMANDER NAVFAC FLOOR CONSTRUCTION Acmm N INCLUDING SUPPORTING BEAMS AND JOISTS 0 0 ROOF CONSTRUCTION ti INCLUDING SUPPORTING SA➢SFACTCRY TO DATE BEAMS AND JOISTS 0 . � oEs R C IDRw p,)L crlK RMC SHAFTS-EXIT NA. — - - - - - - - «PM/DM» SHAFTS-OTHER N.A. N BRANCH MANAGER CORRIDOR SEPARATION N.A. N ASSUMED PROPER LINE OCCUPANCY SEPARATION N.A. cHIFF LNc/ARCH z PARTY/FIRE WALL SEPARATION NA M; «%%» BOILER CC SMOKE BARRIER SEPARATION NA ROOM o z (n L� TENANT SEPARATION NA o INCIDENTAL USE SEPARATION NA o +1 go 2,. J Z 'INDICATE SECTION NUMBER PERMITTING REDUCTION _ FIN. FLR. z W o O LIFE SAFETY SYSTEM REQUIREMENTS: -NOT APPLICABLE zo G., s BETE BOL ARC Y L� W TYP. U o NEW (PING O EXISTING PARKING LOT / // EXIT REQUIREMENTS: L� D'` T z EXIT RE UIREME ARRANGEMENT OF EXITS EXISTING PARKING LOT 9 70 13 ( Fj C� LLI NUM AND Li FLOOR ROOM MIN TRAVEL DISTANCE ARRANGEMENT MEANS OF `�K��ROVED N' C 10- Lu OR SRPACE NUMBER OF EXITS EGRESS 1.3(SECTION 1014.2) NORTH CAROLINA ENVIRONME > U m DESIGNATION REQ'D SHOWN ALLOWABLE ACTUAL TRAVE REQUIRED ACTUAL — Z ON PLANS TRAVEL DISTANCE DISTANCE DISTANCE PROPOSED G920 BOILER DISTANCE SHOWN ON BETWEEN SHOWN ON MANAGEMENT COMMISSION Z U N (TABLE 1015.1) PLANS EXIT DOORS PLANS BUILDING IS EXISTING ASPHALT ASPHALT '#l6[0 tR — S� ►ra Nrr g w 0 -3o BOILER ROOM BLDG. 1 i 200' 32 NA NA. 14� X 2O� EXSTINV AJ PHALT (J J SGP R-26-13 a (� o o LL W Q 1. CORRIDOR DEAD ENDS(SECTION 1016.3) EXISTING WOOD FENCE W (� LL 2. SINGLE EXITS(TABLE 1018.2) W 3. COMMON PATH OF TRAVEL(SECTION 1013.3) 0 w 1 FLOOR PLAN — G920 i + O Z Q oW _ wWU J YACM13- m cv _. _ W < U T o PLAN NORTH Lu n SCALE: AS NOTED EPROJECT No.: GRAPHIC SCALE ON N ND. 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