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HomeMy WebLinkAboutSW8060309_APPROVED PLANS_20161006STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 ou 030 l�,,, DOC TYPE ❑ CURRENT PERMIT ® APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2 of 110 1 O o Q0 YYYYMMDD GRAVEL PARKING LOT P-1 286 ° MARSOC, CAMP-LEJEUNE, NC _ NAVAL FACILITIES ENGINEERING COMMAND --- MID -ATLANTIC �'G�g0003D9 WON MARINE CORPS NORTH CAROLINA IPT, NORFOLK, VA ECEeVE FINAL SUBMISSION - 07/08/2014 JUL 15 2013 BY: C -40 b 0SO, P(Z APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ScP 9-25- IS / N\ T VICINITY MAP NOT TO SVl£ C! SHEET LIST TABLE SHEET NUMBER SHEET TITLE NAVFAC N G-001 COVER SHEET 12671425 C-001 LEGEND, NOTES AND ABBREVIATIONS 12671426 C-100 EXISTING CONDITIONS AND ➢EMOLIT ION 72671427 C-200 OVERALL SITE LAYOUT 12671428 C-201 SITE PLAN 1 12671429 C-301 GRADING PLAN 12671430 C-401 EROSION AND SE➢IMENT CONTRDL PLAN -PHASE 1 12671431 C-402 EROSION AND SEDIMENT CUNTRUL PLAN -PHASE 2j 12671432 C-501 PRE -DEVELOPMENT DRAINAGE PLAN 12671433 C-502 POST -DEVELOPMENT DRAINAGE PLAN 12671434 C-601 EROSION AND SEDIMENT CUNTRUL NOTES 1 12671435 C-602 EROSION AND SEDIMENT CONTROL DETAILS 12671436 C-603 EROSION AND SEDIMENT CONTROL DETAILS 12671437 C-604 EROSION AND SEDIMENT CONTROL DETAILS 12671438 C-701 SRE DETAILS 12671439 C-702 SITE DETAILS 12671440 E-101 ELECTRICAL PLAN 12671441 E-201 ELECTRICAL DETAILS 12671642 E-202 ELECTRICAL DETAILS 12671443 ,�s,7'an. girl COMNNNOER NAKAC / B.LT.L .n.�w ww,.... DU RANT.MARY ANN.V.1176733809'"S`,"°'""'"" DESIGN CmL o.. a,m.0 onus OWEN.T.GENE .1230789645 " DESIGN ELECTRICAL M WWMp DEMASCIO.FRAN K.A.1386254768p maw GEOTECHNICAL 5 U3 � Z gg <� o s� 3 p I� J �d Z 0 Or U Q z 0 ZFr J W w , w z Q � 2 w C7 w6 � � N U OL LL z a Z� n rl L I I T CZ LEGEND TOP OF CURB OR CONCRETE (IC) ELEOAlIC.9 EIEVATIBH OF GUNER, PAVEMENT OR GROUND SPOT ELEVATION D TcF OF ,NALL (TA 0_1E ATION BITUMINOUS PAVEMENT BOUARD s BUILDING (BLDG) CENTERLINE DITCT, WALE CONCRETE (CONC.) CONTOUR CURB AND GUTTER ENE OF YiC00S FENCE GRA,TL SIGN TOE OF SLOPE (LOST TOP OF BrW[ (T.O.B) TREE OVERHEAD (On) LINE STORM (5,) SEWER UNDERGROUND (UG) ECECTRIC (ELEC.) WATER IOU) MAIN FIRE HYDRANT IF.H.I r WATER VALVE INV.) SANITARf SEWER MANHOLE CLEANOUT GUY NICE HEADWALL (HDNLA TELEPHOONE (TEL.) PEDESTAL (RED) U ILITY POLE UTILITY POLE PI% UGHT EMBED WPE INACCESSIBLE AI ERT SIRVGURE TYPICAL WITH XI TINE NEW CONC CARLE2 - W5- - TOR � S EOH OF - 12_E5, - E UG ace 9' E W CIVIL ABBREVIATIONS: TC20.55\. A/C AIR CONDITIONING UNIT APPROX APPROXIMATE MH MANHOLE 2055\ BLDG BUILDING SOL BOLLARD BW BOTTOM OF WALL CONE CONCRETE DIP DUCTILE IRON PIPE EJB ELECTRIC JUNCTION BOX EMH ELECTRIC MANHOLE EXIST EXISTING • EP EDGE OF ASPHALT PAVEMENT FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FEE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FL FLOW LINE FM SANITARY SEWER FORCE MAIN TO FIBER OPTIC V GATE VALVE INV INVERT L/P CONCRETE LIGHT POLE ro LOD UMIT OF DISTURBANCE 1 MG MATCH EXISTING GRADE NIC NOT IN CONTRACT DUE OVERHEAD ELECTRICAL PIV r POST INDICATOR VALVE P/P POWER POLE REM REMOVE SCO SANITARY CLEANOUT SMH SANITARY MANHOLE TOM TEMPORARY BENCHMARK TEMP TEMPORARY TMH TELEPHONE MANHOLE -� T RED TELEPHONE PEDESTAL LOS TOP OF BANK LEV TAPPING SLEEVE & VALVE TW TOP OF WALL RD ROOF DRAIN UD UNDER DRAIN UGE UNDER GROUND ELECTRICAL U.0 N. UNLESS OTHERWISE NOTED WV WATER VALVE VB VALVE BOX ----- DEMOLITION NOTES 1. REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF W- WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES. SIGNS, ETC. �PH UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND laa LF OF 8' SAN 0 LOOS AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND SPECIFICATIONS. ® 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS ACO OTHERWISE NOTED, IN CONFORMANCE WITH STATE, LOCAL, BASE AND INDIVIDUAL UTILITY COMPANY STANDARDS. AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. UTILITY NOTES I. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS. AVNLABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. THE CONTRACTOR SHALL OBTAIN DIGGING PERMITS PRIOR TO START OF EXCAVATION. AT LEAST 15 DAYS PRIOR TO STARTING EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER TO ALLOW MARKING OF EXISTING BURIED UTIUTIES. ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY AND COORDINATED WTH THE CONTRACTING OFFICER. ANY MARKINGS MADE DURING THE UTIUN INVESTIGATION MUST BE MAINTAINED THROUGHOUT THE CONTRACT. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRIVING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE. OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE O➢UN SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE GROUND SURFACE MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED. THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND ANY DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY WITH ALL THE PROVISIONS OF THE GOVERNMENT, STATE AND UTNTY FOR UNDERGROUND DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE TO COMPLY NUN SAID PROVISIONS. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTIUTIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES. INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS -OF -WAY. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL NOTIFY THE CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52,236-2. 4, SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS. AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES. AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS. ONE INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE CONTRACTING OFFICER. 7. MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR ALTERATION AND ADJUSTMENTS OF GAS, ELECTRIC. TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY. 8. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS OTHERWISE NOTED ON PLAN. 9. FURNISH EXCAVATION, INSTALLATION. AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES. AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. EcEi V E JUL 15 2015 BY: GENERAL NOTES: 1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES SHALL REMAIN. 2. ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB AND/OR EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED. 3, SOD (CENTIPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE SPECIFIED. 4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PUCE, 5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES. 6 COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. 7, EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE SHALL BE REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 8, FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO I inch (MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND CURBING. 9. EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FLUSHING STATIONS SHALL BE ESTABLISHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS SHALL MIGRATE FROM THE CONSTRUCTION SITE TO THE BASE ROADS. 10. ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF DEMOLITION SHALL BE BACK -FILLED. GRADED AND SEEDED. 11. FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTING UPSTREAM PORTIONS OF THE NEW UTILITIES. ANY DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. 12. CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED, HOWEVER, IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL INSPECTIONS DURING EXCAVATION OPERATIONS, .STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS. 13. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE PROJECT SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND INADVERTENTLY DAMAGED, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS. SURVEY NOTES: 1. TOPOGRAPHIC SURVEY BY THE SPECTRA GROUP, INC., A OUT COMPANY. DATES OF SURVEY. JUNE - OCTOBER, 2010. 2. HORIZONTAL CONTROL BASED ON NAD83(2007) NO STATE PLANE COORDINATES, U.S. FEET. 3. VERTICAL CONTROL BASED ON NAVD88, U.S. FEET. 4. STATION BENCH MARKS USED: PW-2 AND L3 5. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. 6. LOCATION OF EXISTING BURIED UTILITIES BASED ON FIELD SURVEY AND FACNTY REFERENCE DRAWINGS. COMMUNICATIONS DRAWINGS WERE NOT FURNISHED BY CAMP LEJEUNE. PRIOR TO EXCAVATING, BURIED UTILITIES MUST BE MARKED BY A QUALIFIED, UTILITY LOCATING SERVICE. 7. FOR CLARITY OF PLOTTED TOPOGRAPHIC SURVEY, TOP OF CURB ELEVATIONS HAVE BEEN FROZEN IN THE DIGITAL FILE, 8. LIMITS OF WETLANDS SHOWN WITHIN THIS SURVEY ARE BASED ON A SURVEY ENTITLED 'U.S MARINE CORPS BASE CAMP LEJEUNE WETLANDS SURVEY MARSOC CANTONMENT PROJECT AREA - ONSLOW COUNTY MAP DATE: APRIL 26, 2007...' PREPARED BY CHARLES FRANCIS RIGGS. P.L.S. 9. NO WETLAND ARE IDENTIFIED ON THIS SITE. 10. SURVEY CONTROL POINTS, SEE SHEET C-100 11. SITE IS NOT WITHIN 575' OF HO WATERS, S "x EMILY SYLVESTER VIA EMAIL E F E Bz 5¢� o o0A H F a O a 50 J (3 CP CP YZ t0 `1 }p Q 0 a o W J Lu ¢ W Z E i ¢ w o w C7 0 UP ?� CV I w W U a J d a J 8 a t� 5 z SM 6404�{z3 Ks r a r tea.' yam r q L� �>� 8 \ / l �xae/ 4 a 3 .q S .� .' .`°' 0 i tea. aeu.c uy it `i� 3 •! k It �Q" b ..:•. b BM 405tmS � ?� _.—•/-•r,y �.1�-T=.ate ls;ru ^-^-_—"— •fe ry ,sucoarrp y / lurzl— .' . �' •`_--r'�q .S"�s• ,pbi f%a 'P y `��,y Nr z'e `t° i � uy Ii I RELOCATE POWER POE i s ea.w ..�-�—_� I e •x / ne Mausx -/ --s„ �y)y).\wv csz .> pAaor� I �'� w.rarcanr (U,•r�' y \� cvple IT 16 2J Pi/=205 Pij=ADS �`\ y ,O P1s2C< }: X. 30 41S 705 I N' JG591O738 •[ i { PROTECT• POWER POLE RTK � s\'EX. rY, SrGP ' GJ2466BJJ.W 1 h I 1 ..,,iT...._ DI-WL2cGNMW: Z=5CM Z-5 06619870 'p05v G0. rr,, Q�2pp IRA PI35%KE(S) MA V PCYAG NAIL(S) EX. AF-ALT rx' 1I S'Ec'D ' I \ /" t A ° 1,A" U 4� y' a / 1268 :{.c Gs gprro Ex: SSMR rO1.J' EX E% BoD%TR T. WASIR&- l REW +d \,El. GPAVEL \ rr y',' 0 1 6 �i ( 0 1 PROTECT! WATER MAIN j / bt. ecru omaw+c -/i � nI G.9 va 4' ca I s'vA > \ .V 'O I•t,i'P? �o i'tl a Atj I as �iLl� -..- . �ti �' .Y 4• v • •1A s :a.r¢ . AS -70�- i•�9 ��/ �a` t I_, l \ zax r: VPl. jS)✓ A------ RELOCATE POWER POLE PROTECT EXI"si�IrvG 19' i RELOCATE POWER POLE ��` PROTI lrWL aawxz eG I �� II-e W T ti° NOTES r i 1. REFER i0 EROSION CONTROL SHEETS PRIOR TO DEMOLITION OR zrcu 3 I' SITE PREPARATION. t •P `yo 2. VERIFY WHAT UTILITY IS BEING MARKED AND REMOVE PIPE. IF DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD INVESTIGATION, PROJECT ENGINEER SHALL BE CONTACTED. I'x cuuxzx T+�Jz. Yrm� < sE � 3 TRAILERS TO BE REMOVED BY BASE PRIOR TO START OF CONSTRUCTION. E 4 REMOVE WATER AND SEWER SERVICE TO EXISTING TRAILERS. nn ; 5 ABANDON ALL ELECTRICAL FACILITIES TO EXISTING TRAILERS. 6. CONTRACTOR TO BE CAUTIOUS OF OVERHEAD POWER LINES WHILE s 'III, WORKING ALONG EXISTING ROADWAYS. 16_26w� 'a7. SEE ELECTRICAL SHEETS FOR POWER POLE RELOCATIONS 8. NO WETLANDS TO BE DISTURBED ON THIS SITE.0 I' 'q LEGEND 1 •}' ,,, sq EXISTING GRAVEL TO REMAIN AS SUB -BASE ��,E e/F xU' WHERE COVERED BY A MIN. OF B' OF NEW GRAVEL C ryryll r SKv 'rS .G+,' Ii DEMOLISH AND REMOVE EXISTING GRAVEL I WHERE NOT COVERED BY A Sal MIN OF B' OF NEW GRAVEL LD — LIMIT OF DISTURBANCE' ettP I �b I ' 1 1 ONSI7E LIMITS OFDISTURBANCE • 17OAc OFF SITE LIMITS OFO641URBANCE = O.S & /max • 7 s I - (TN E0 n xvac cwr� y .k�r w [m /'scv rice (�Ar� i) u,�� �n<. ,ly �..: �I. ,� II� i- I' AS SRE III ' TOTAL DISTURBANCE =225AC /iF-Se'J IT •� s w J _ PROTECT POWER^metre ,*/uar3/ .I`I?` , y. ,!J 11-' wr.anir, I AREA TO BE VEGETA TIVEL YSTABILIZED = /.13AC ;'¢ Icy III t� ' •b/ <r sun: -us esnrn-m wrcn s^mrs � E � 1 +c•svu e� '+s� e L cn - +�r �' rrn" r,>(n w/e.rzea .p m2 ex•z' u+'' p € RT scar APPROXIMATE �--�� L AA"k' IXiN.1D �T ya xr rmmtw r''"" i / !� I REMOVE WATE�,FROM TRAILER TO MAIN t P r �N LOCATION OF EXISTING r, ' r star arcx / r¢ni g rrr.xr.a,y3 me ee�j I 1. "YF•e ! / SWITARY SEWER L9TERAN""� I' q +e'sau A' I / PROTECT EXISTING ' +'; REMOVE SEWER FROM TRAILER TO MAN �' orrxr H'Ka� RELOCATE PHONE PEDESTAL, �A - - TEMPORARY BENCHMARKS --SEE DETAILS THIS SHEET (( I i s` t �// V'? SEE.ELECTRICAL a GwKN� e/e wci ®• ' •?- ror e'a' z, 4T BM 405 € au I �hl M° (ssw ' BM 205 I I h. 9? / a 7 su uw.a Tea �l RO a ATE I a bo. avtcc+d:xssw /t3 e aq a`y! l XCYe ecar" U APPROXIMATE LOCATION OF sunAcs a surrom uraw s'reces BP[W[P ecx $ q y \ / sn y3. `.p� Ae' s� \ xN=zsesS d+ s L0� cn-' er"sv urcn / _`?f_EXSFING W sTE�R.�5ERV10Eadt1E I `RELOCATE IREu� AyA yA. ___ / \�'�. 3� rxsz II-r% -� €I w PROTECT FORCE M/JN 1� arc Aaarsm 1 7u , s ' PROTECT EXISTING r `r mm INu / " �•. S \ ma1� rr ADJUST VALVE BO% �- , 14- i s e crt i� T T': a rJ y? \ e.,Aat srro rre-sc n E' _GAS LINE > v CLEAR AND cRue ALL AS NOT yEl 8M 2051, �•!" ./ )WITHIN L.O.D. EXCEPT AS NOTED y ' `y a _ ® reav er.w. 5) 5Yri m <asr —. 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I A - � L�xr_ it / 0 i _ r au� w roaE i .>�.A-✓-----Al� RsFOREBAY RIFLE RANGE iwrbr -�----------- ROAD `PM&T >; ¢.Y rS Sw Pt. m.PAMK. PIP r.V/ @10'®MS"r P/.r v PN � 'Ai T a4 • i\ I�I� �xw m it I l Z 39PI ;• •\ xNs'Ppufe O BOOKER T. W xx-wa PA 1(IILVr � orr tt �, Ll{JJ 9G"B:XMR r. MA4WCM1Yl AV FYKFW retwP w• vA MS! 4 TYPE DIMENSIONS SPACES REWIRED PROMDED PROVUED STANDARD SPACE 9' v 18.5' 9' x IT5'I 125 STANDARD ACCESSIBLE SPACE- - - - VAN ACCESSIBLE SPACE - - - MOTORCYCLE SPACES - •TOTAL SPACES 125 DENOTES AOA/SIAIL/LUI L NLQU1HtMLN1b �r UORTPARKING DUTY' ASPHPLT LIGHLOT E C E i V E JUL 15 2015 BY: E 1 EMILY MVESTER z a � s O 1 J < Z 0 `L o 's 0 Z a a N w J w w Z z > Q w [[ rs ws ro co N ZI U d GRAPHIC SCALE ana °a f 0 15' 30' 60' 12671428 ■ A IZ GRA55-I� SIGN fi IIIII I I � . SIGN HCP PARKING" GAiE \ j I IIII I I I' ®II PPNf f SIGN 'HCP PARKING' I IIII l I j 11 1 N •,r, j l 1 IBMP 12 I(�' GN IIII IIIII II 1 I UCN '15 1 I111' Il II�� ASS a I ? _ � illi IIII SIGN i SICN 'RESERVE TRAINING CENTER" j l U II I i `GRACE( \ ` _ / I'II I I O a S'GNI STOP` /-G?A551 � I I A6 / _70 R1 i INV=50.1.3 GA TEASPHALT Pam. IEXISTING OVERHEAD POWER ONES ` 1. PAVEMENT A70 I111 I I 9.74' gIi ASPHALT E TRANSi)K'IA500 R25.0'4.0' 1` PA MEN � h t i -e. ul� i i Qj 119` II I _12? - _ _ _ _ - !'-HE P/P! NO h� r ft1111 I I rR30.0' >1 / r FOREBAY 1 w/ LIGHT YELLOWIS I\ T R20.0s 62.56' EXISTING POWER POLES - J �I SAPPUNGS & Sfa Rron un�^ �-m--- p f - - l0• 1 i 7' GAIN LINK 4 / BARBED WIRE -r / UENSF aa,n a .o - - S \ � ), INV=49.21 i f Q FFE=60 E .03 \ LIP PA'C B COASE' I _ _ - - - - - - �- - - - - - l 01 w sTER i I /fxy( 3o.a' G66R??Ass� II_ 20.7' I 30.6' 6 PAC ® 9' 18. ' Of TCE 1 'NA IFAC I B5 1 GUY Pow. Y ORE 70 RIP RAP' �F I/ 26.0' Go 11 RSSUH IM 55.80 POSTS \ �N I o (2)GUY PSI I \ 1 ARK! P pRi 29 26.0 PSI i I SA PLINc S & CAT, CRD I IXED 'lRE'S BI SAKE' B0.1 P/P Nop { w 3 GRA.N1� I GRASS 2 SP CES ®9 % 6.5' 26.0' IRA 7RATL W/>7EPS o i�� 52.30' BARBER SHOP FFE=59.41 1 D° R17.0 .i j=205 I Z II II A5 2=50.38 ,I f9.0' I ��RAS } Y� 3 70 RAV PLBPIKY(S) SIGN 1 m rN' _ S n I 21.5' .✓-'"" I CONCRETE -STOP' �� \ i3/64 (2)CUY y. ...n1 �.�..� w w. .�'✓ �.28 SPA ES -0 9! �'El .5 �S FPS - i (' / - MON0I57( 12 O J —P/P DEB N 708426.8948 POSTS / \� - - -GRASS 4'OAK wV T i E 2466756.8040 xf 4'OAK 2466486.976 _-.-.-._ --1___ _T 5) ea •-----.-.- _-_-_- -... E 308417.0565 �- INV 4848 �(I j/ i O � 11 ..._-._.-- _._—... _ _ —._~_-- _ _ ___ _.._—_—.—.—_—.—.� SIGN •25 MPH' —_ ; o I Raf 50. 14 L ABPHALT pQ INV(NE)=4255 ROAD I PAKM NT o m PA E8T il' IN%,r5)=4274 RIFLE RANGE YELLOW40 — _S "STOP' I OHE — _- 11 ASPHALT Y IOHE _ - _ .— ---. - 4SZr` l ``^' SIGN \fH GRASS �' "STOP• _..--=--' `BM £L=5G15 SIGN PIP NOp .- .' - - - GO l�v O "NO P.L OR RUNNING - -- i0 P/P Nop 7MH BEYOND iH18 POINr' W/ LIGHT W/ LIGHT V HIGH 6'0IA CONDUIT YELLOW 40 1 4 SIGN SUMMARY urc 'H WlOi11 NFlGM ME i) nu va+s ro 9E .uxxisxeB Axo ixs•nucB By I E CWMACTW UN Fss O1 M. E wacnlFD. ECEIVE: JUL 15 2015 BY. GRAPHIC SCALE 0' 20' 40, 1 "=20' 5 E 111111111111114 Z s� = € E s� p 1� z E J Z 1 U z � Q 0 J Z 2 W Z (7 > Q w w_C � 0 � N LL a QC zW a J c I z - ,� NOTES t �-�- o � ys rvrz !y.. y a+M1 'A 5 Sys .`7P � . +i !I4 " M1y i �xev^.s' "�- e rvr Pra cuu(+,. .M1 ,a ,2 +y'I� 56 R' y°yy'y� b y Plea^.[ crww +`y y` n' y ;7 :y ,r ,`t `1 1. WRAP ALL DRAINAGE JOINTS WITH 24' WIDE GEOTE%TILE FABRIC 5' * Y Wutir `�eeus�, 'hj 2. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE a ..✓�.Iw �ay. av4 a..cs/ Pw y?° d8 p° uwca rs� 'Ty `7- �+' I\ mil a '(III i0 END OF F.E.S. n mea a e� N G , ✓ ;+y =1x ''10W y )° (a 3. STORM GRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN say �"�-"' M1 � 1 _ - @ I ✓P 4 '� ' y ^t : ° N - ' 2-WAY TRAFFIC ON SERVCE DRIVE AT ALL TIMES. FLAGMEN_ �1 •— "� I '�' --�-54 +r•ar B °.� '7 M1 MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO s d rr ss wrz .-� i .��. TRAFFIC AT END OF DAY. PROVIDE TEMPORARY PATCH WITHIN Dy '7,5 ��-a..a ., I � � - I „ `^ m z'c I \ P°` 24 HOURS. 3 y ,e 1 B>, 7,t / sa - 1 +--'--, PrFW / ' ° '� " ausr a[ I _� , ,j 4. PA`ANG FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS. C 'a ' MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. . , wvaaa , FLAGMEN MUST BE CERTIFIED. SERVICE DRNE MUST BE RE -OPENED TO TRAFFIC AT ENO OF DAY. g 43 ! ��3 '� y,: n -51y s• y,0 �M1 ,F4^4TrTjTlT ax.1n ♦w �' - I uer �,carw aye I ,29 .'RA .'f! '! •��{ N ( - s ww .n awaa I ar ri. — y 1 OUTLET STRUCTURES O RIM = 53.80 MI,l i 6" ORIFICE = 51.55 IW 15' = 51.55jill q �� J/AI'4s°w.B r''M1 >•' sSgdil � EMC AERI W.AYI 56 ®05RSWALE \ Ai I154�'y01 O7 TO 2O 87 LF OF 15• CL N RCP 0 0,29% p P/h NGf. 14v 1D ba ys- e_'-"-`••T3 — ns��I�z .�¢,. .L v° 5 \ y.? �y �,Tg w1 �'.1 9e �ii 5•y " .�'1,'� f '� vx ss uw `INV - 53.57 MG FLARED END SECTIONS I I O 15• fE5 INV = 51.30 I EMERGENCY SPILLWAY 'h '➢'R" s 1 am 5. ' 51 20' WEIR ® 53.75 Mo e CLWC BA`E _. LM'c Blie A - I 54- - I.Y.ffi Jy �* `f' 4 - a,uw..✓� yi56-25 _4- Sfi 2 _ q°n 9• ^ L y 4` I MG P+awaa' 540• A n4' I evEMILY SYLVESTER �— VIA EMAIL .6�/.i���I�'I v ,s z01. wc+axc aB _ 5 , S r�54. ° `f 546 a'a'SJ.II PROTECT E STING GAS t1NE S ;Pvc 14sr� a q s,E mays-r/'x Tia - (zmr �. 2:6i}_ d, _ 52 -1 ^� a a.,ST°y 1Y II v s urnm[w � 1 /� u Duwa+T D--ss 5. 55 / � SZ wn ra. ism �" k .1 � � uG� ,�y�'`) 5 N '1i'S n« '�?, s r z C r 55.5 '5 5 )}{5p5I `a .ims 7 s ; I �5w(�E +ncJ �``.SSI95 `/�f `aI `✓ _ j{ PC 3 25 RsS4Y r O ~ 0 y I I 9' =a ? 56 1 ssw 1 USE'12:1 SLOQES„NEAR POWER POLE C I y J 56j,y' awssm 'nsrs I 1 RELOCATE�GUY WIRES. `Z1 0 I r56.3i a9:� SEE ELECTRICAL PLAN E-101 " ¢ Z xN 1 2 — }S}5-1_Al p Q ows s mu Es i.i'- emu- — -- j 5743xs� I 1 0�1 151 t,.F1 TCH'®0.48 U g �D i _ — — — — _ — — — — — r t i k (REGRAOE EXISTING'DITCH� Z70 s ! t a11a87} y`r rw shy.. ;a ur rr yys- .']j, ]jj. N i / E C E 11 W' E ' Q c0 ca+c east �i' " y-i - 7 0 ' - 57.0 \ 1'T57.0 1 a' S7 0 r s a h� '7 ! 4 swr cr w i0 L7O 1>0 (F P.. y�" ry 1�l b 21!..95:YQ1 5 //� SqJ�M.(SN�Pf ��� 1 J LOIV � w\ a u as 3 ggN- _ -"�`m1 3.--- - 55 v6 ^W aasrs o✓. �B5 \ B yLL z a 7. .� ,. .5 55 �_54 __5 � =� / Ao I V'. "\`' ,. Y. o Q 0 1 - ._.— —_ „l"X �-- -- �- �.G, eL. n Igo w 9 40 '- 0.ban�.=^�-Ye - .-._.a_ _ v - ___Sy�yvcv 'srw' 'Z" a 5? ro xwxc ti' I - __ __ ��' __. _ r _ _ '$__ �-s �'.+�.: .-'mow-- - ems. — —.y.y — -'. �q9 "w, qe L.srT d\ 900 ter--� -$ _ —.. a° ->+-- -_ d II_ raY gas .. / g 1a a 30 J s^-.F aunur .'? ." a,cucxr bs ll� Irv✓) /'Sas \,me0ww a: - C GALE RIFLE 4' RANGE ROAD : -_' Pa�ucvr 'B e ys: y' s "p - G S u a s,. is - —r�,a' vmrP ryuVwJIr .i—¢.,— _!_.•�_ - ,,. YsTry y F / �H�Nu1.N- I-oI -..N - 0 IS30' 6D 60A .N 30 C 01� __3>a A CZ L j I TEMPORARY DIVERSION DITCH �', �urF rvEr uNiNc (rva) ` CHAIN LA CHANNEL 1-1 CHANNEL 2-1 CHANNEL 2-2 \ T SHAPE = TRIANGULAR SHAPE = TRIANGULAR �W/ n"ARBEC SHAPE = TRIANGULAR / I MIN DEPTH = 1.5 MIN DEPTH = 1.5 MIN DEPTH = 1.5 L q I SIDE SLOPES = 3:1 SIDE SLOPES = 3:1 SIDE SLOPES = 3:1 1 3- m --J� SBf I BISH .U9 SLOPE (%) = 0.40 SLOPE (%) = 0.90 SLOPE (%) = 0.50 I r 'APE GA$ 1 LINING = JUTE NET LINING = JUTE NET LINING = JUTE NET T DIVERSION DITCH NTS 1S5 \ Ii 11i I' jSIGNy q ^q yb�j SIGN HCP PARKING' � .y hb I GA IE I. M1tj yh$ � 5�_-"-i SIGN "NCP PARKING" ,1j S hq by i $IGN _ \ h ti' 1 �s II 4SS I SIGN � S REMOVE TOP 4' OF EXISTNG BMP (EAST HALF ONLY) 0 AND REPLACE WITH CLEAN SAND. GRADE FROM EASTI p 5y yb ' AND BEFORE BANK IS REMOVED iISIGN I� "RESERVE RAINING CENTER" j GRAVEL SIGNI'STOP" 1 bca hyb hh� \ I c, 5s7 GRA SSJj!h'�. .61U I.Iti y6 I }h s1 :o.� h I' 'pRpiECL GUY WIRE UNTIL RELOCATION hyoq ELECTRICAL PLAN) h__ _ _ �� G- a 10 LF' OF T WIDE q „ PROTECT EXISTING 10' tih /// '�---� g'r Wu �0 i_, �qh „// 'PrOVERFLOW WEIR AT 0,00% a` �• G.47F ti0 Y 9} SANITARY FORCE MAIN Z j ASPHALT 6 b „_ _.v -� : w '1-. Y h Pa MENT a f CT.� hD' BGy� y- hh / -_ d `r,__. INN 53.5 L PROTECTS ISTMC-6 �55 co - d5 as A HALT E Rd VS jil'�oo ';C`r r? c$�' W� I �� h P KEY IL ,L SKIMMER B0.SIN 1-�,m�.,., -�;. b1b BOTTOM ® 51.5.•� _ CE ~12iC1 h ! \.ti,✓ t {51 I 54 - T INN 52_32 -I "OF = y 6/ NCSR SC A-E324..5'ED 'TR€ SAPPL' -7' CHAIN LINK N/ 6 ?BED N?Rf � hy. 5 TD- UP w/ I F` y6 TD �T z vncs caNDlJc cD sD 54 CONC BASE' I , 3; BXISTINIOUNDARY RAINAGE TD B 1�-I� �x T��LD i 1�'N510.4L� ��`. S �SO 3 d5. p / yho ! �14 ®C040% i dp i GAEXIS MNG AN h}h I a iI B'0G3+.. I RAP U ..^p E 66 yb I s,?N - POSTS ,_GU It i NOTES t »i �L 1. SITE IS NOT WITHIN 575' OF TO WATERS. 9 - II I / I I d 1 I'' PIP NO SIGN -15 M m ��r I I t EROSION & SEDIMENT CONTROL LEGEND EROSION CONTROL: EROSION CONTROL DEVICES AS PER NORTH CAROLINA EROSION AND SEDIMENTCONiROL HANDB" CONSTROCTIONENTRANCE ccyy'l h 1 i SttT E o I 1 LINE and cn , ROCKCNECK DAM L.F. SWALE 0 1 67%; CH GRADE 53.0 jl I '', cl CULVEATWLETPROTECTION �QROTECT EXISTING GAS MAIN o /6138 L F 6 PVC 11 OR ' op OUTLETPROTECT,'ON h' ti ip l} TREEPROTECTION EMILY SYLVESTER �_p� LIMROFDISTVR84NCE VIA EMP1R 9163914 JEMELD TD TD TEMPORARYONERSILWD/TCH 5 uTBDUMT wroaR M BBIUNT IOP `` B ABBOTT /-EXISTING DIVE CAD 4PlTMjRGNE BAFFLES y W1FE ' ~ IOH 151 F. SWALE A'\0�48x' \ - `�w� i a Q o W _______ j _ 7-RIP 4a°' J STOCK PILE AND STAGING AREA 6 _ CO c"°j>�y....,j �.� ! h' i RIM=55.50❑ '! 0 ;I UL 1 2O1_, W a O i MAX SLOPES TO BE 2:1 `y f IIIIII- '\ F UTIL POLE UNH DI$P C' LANDING i > J / ( ) I P T E%6TING,. CAS MAIffp 1 I n j I\ y- Z NOT TO EXCEED 10' HEIGHT I I I TF,C t N °r�4 „�,,,7hcm ,Pnrtxs ,x�tP,:52.0 . 9x4 Nl000 POST IY/ I W/STEPS; I: f- ,'� SAPPUNGS & SCA i TERD MIXED 5'iREES BREAKER BOX `s' I h \, q 140' TO ® C.50% T \ ILK CD, a FT1 { �� �1 h yo BY. — DENSE ca hb GR4Yfl d' , I)L� q Ali POIh DENSE BRUSH 4REA I�� PRO7 VEXISTINC" 'I / > /P �F 6j ! TD -2 ,PROTFL`i E%15TINC (US pVA1 B"/WATER LINE o GR. _'$ �i !• (: I J _ I\ )(. r SKIMMER BASIN 2 '� 1 o T 50 LF.'6" PVC 10.50%� PROTECT EXISTING I .BORDMCD 505: I ALDC ,§RR�TEEEPHONE MAIM STEPS ," D i9 had y jY / hd} TRLER BARBER SHOP-FFE=59. 41 °r PROTECT EXISTING " CO TD ATpXCO GF ') q A I� I V FIRE HYDRANT' d ' D p z-1 270' D ®a6oz� �yzy 54 I z �� �''I SEDIMENT BASIN COMPUTATION I �yy60� PROTECT EXISTING ,Y 0 T >RAS 52.554 Y gSpin' T aq� rt J �\ SEE SHEET C-603 FOR BASIN DETAILS }_ 3� _ i 10' FORCE MAN 'I 5 O. �y! INN = 54.42 h°' r hy� 1' S ! h ���� CON( ��5�: �� �SI� oi� T ail 1NV-°Q50.25 dp�h�6��,01 ' h �' NOTE: ALL TEMPoRARYD/TCHES iDBE'V'OTTCH h C a CD FO MARHER CD TAJDVG I TMH N' �L ' J 52 r 0 l } y i MOV 54 �. yO 1M.yx-� `O_ I o 1,\2 INN ;/ 1.30 154� \ a°j OP q}\ WO`H3.'ISIOESCOPESANDMIN DEPTH Of I.S'U.O.N v hyt v/s'rS c �;-✓ Frt GD �I dq \V a _ - I x-�,. AV T i �tt< . . 0! i 55 y— /UU 5`` - , �� 54 9 - F ,,AH a Iry da r - s29 - 1 `f y / h' GRASS \ I\=- b 4Z 1H 0 e. y4W 5)-...3� l' O d a h a �� �—T-rr - \ CIP S —f' — -- k _"- _ _ _ '' Nd <a,BjG�,f QD e'e'' GRAPHIC SCALE o TP ,..3rSPILLWAV II ` - - - w56 _ TP .^ "" T- _ ^^'- - -_- .-. h- �''- Pyti flAFFLES" _ WEIR ®_ELEV; 52.5 0 Ilc� 0. / ' -'S' h'— sSMii 'L q9`L 020' 40' - = 7 =2D h a_______ _ SIN 6� Oq Ila RI,ST SOJ4 ti0 a --" __' 0. `� _rti hti'I� h�. aaPHALT I ` ° II:, k74�NE! 9:.E5 - 5 1)3 4 i Z a Y < i d o J LLI w i C w CD 0 i6 co a N O a � F 12671431 7 n 19 C-401 IIZ L J. SEDIMENT EROSION & S CONTROL LEGEND $ �1 t y 13 zY„ � yl EROSKWCLWIROL.' '� \}yi wr :s '€� a'� y�""„r•,r nl it asses Ip pF ^. �;a ERCISIONCONIROL DEWCES AS PER NORM CAROLINA EROSION s .JT� - •a -'& •?e ( "�• r 'V .a ' "i7+f`t ti° '�I ., I{1N1 I AND SEDIMENT CONTROL MADBOOX t^ j r✓ -� 3{ter I I s N I ,1 +� d ' t' -w,� Ny I', y° t `hl.aI' e.--� it TIT n` i I 'J\.Rz._ \�� I �- cE ® CGW$iRUCTKW ENTRAhLE C i \ gF - x — x - $lLTff/JL'f �,�_� �{ I s I SOD MUST BE ON -SITE BEFORE CRADING'OF'BMP "'y _F ` N L DISTURBED AREA 0 53 ACI `7 O I / i -'t 1 Y' \ INSTALL SOD ON flNJKS WITHIN 48 HOURS OF GRADING i I ,A k DO NOT DENUDE MORE GROUND THAN CAN BE SODDED IN ONE DAY u \ I i ° Aim, } /� ( n I r 1�3 Y ;a3 T.. ply y.. fla,z y.It,J au `gay co flGGNCNECI(GMI 't 7�, I. ?r s -,n v CE CULVERTINLETPfl07K1/Lk/ 6 �t ' q DO NOT GRADE BMP IF RAIN IS E%PECffD WITHIN 72 HOURS � � �� 'r `L { � 1 I T H -- � _ j� I I l OWLETPROTECTXW z ✓ e1't h + REMOVE TOP 4' OF EXISTING BMP SURFACE AND REPLACE WITH CLEAN SAND. A Fi y� `�' a' ' I P s WORK ONLY FROM HANKS NO CONSTRUCTION EQUIPMENT ON SURFACE OF BMP ' v>F �' A II ry TREE PROIECIHM' Mid j t Isz I I ° 'ylv y. �, Td y,: y"- 5 Lb .,4�' .;' i I \ \E7 1 ROWOF BAFFLES INSIDE OF EXISTING TOE OF,SLOPE t yt ' I. _LD Lp— LIM/TOFDI$TURBAACE P I �E v DO NOT RUN CONSTRUCTION EQUIPMENT ON BOTTOM OF. BASIN j FINE GRADE BOTTOM AND INSTALL SAND -COVER, DURING INITIAL GRADING OPERATION =s+'° I I" I I �, MIRES sy MAINTNN A MINIMUM OF 18' OF INSITU=SOIL BETWEEN CONSTRUCTION EQUIPMENT AND FINAL GRADE OF 51.0 I s itt I % WORK BOTTOM OF BASINS FROM TOP OFrBANKS to f l _ h � I III If 7j jt \I Ima .,.a ";ROUGHEN BOT70M'OF BASIN WITH BACK HOE TEETH PRIOR TO PLACING, SAND jt OR, I �\ Lt ��,54­ I' II op nc+'yt -v , L'' i r ° c t. 444hhh �y �C 5° TIE BAFFLE TO TOP OF BANK yY Sl y1 yy V OR BLOCK 15 INCH OUTLET UNTIL SITE ANDS �t ' +`F °Pt _ 1 I� A �a� w EXPANDED INFILTRATION BASIN ARE STABNZED L I I v II I LlM/TOFgl SITEOISTURBANCf =I.IBAC y\ Iy'-� ?a e L/M/TOFOFFSNEOISTURaWE �09AC vrI x: ;J, •'^' ? - r I HD , ' TDTAL 0/STURfl4ACE - 2YJ AC - `F -.ter �" 'I Ij' 1P -� _ ��-LC J E a E ptl`thy ;y AREA TGBE VEGETARVELYSTABIL12EO = l.l3 AC PROTECT Gli1;-WIRF-UNTIL RELOCATION ,q \ (SEE ELECTRICAL PUN) 4 ti°O / �� a' I, -vs 4 I Fw EMILY SYLVESTER I_ �{i�i I , I I. I SEDIMENT BASIN COMPUTATION VIA EMNL .1a Sfi 55� B' I (�- -�'�10 L F OF t7 `'WIDE OVERFLOW WEIR AT 0.007. NR( `rvets mt \ _ ��—_�55 535/ I SEESHEETCK FORBASINDETAAS 30 LF SWALE ®t�fi7% V r�Il I 5C, R D I A'�A MG L'138 LF�6 WC® I.Ox NOTE. TEMPORARYDITCHES TOBf'V'O/TON emei "ram �.. r � \ e xr _ s' 3 35:- J y� I ziku WITH3.'1SIDESLOPESANDM/N OEPTHOFI.SUO.N y \ �!' N� e Im c- j6 C w . iR+ . xusr f avw. y 1A t L 3\i l I\ INV = 50.I2�1 a g a 55 ] I ' _ t Fc I - .rc P yi d 4 va v+ 55 1 4 I OP �. t Ssn. E< 7 vCi w BA FLE i I 77 / N `„� SS I IS�LL F'} SWALE AT 0.47% r� 7�b*1�II+�� i O � O s ' T \ E P W Cow' Y ¢ J f ' 56 �170 Sfi 'ssY:. wsrs \I- "' .z.. 4 tf • DISTURBED AREA L 9 5 20t3 O zJlS l u`�- :�� z I � I ) rP �, r I w// � `t ru •�m v ., .I � � I r� ! I ��t� 4 3 � Y �' 10 CC BY'.0 6¢. o Z J U xr � Y m ?a .� ,� ?.w•x >^.. zs t €y. st Iw / a A ) ' Z Q m -_ sa 4 I I L y i ;° ' S°GO " ,e IIYY'' ,;w,P ,�' y ::, QP OUTLET PROTECTION o y _I SF �'f' . I P'~-.zm O w K N ¢ Z s- a N 1 � y _ - 57 1 - 55 '6 .e I Ft LL zrn 555 4.. - ry yu r.w„i l! LI o a\ . o R TP _ -.°— ._ ° S -_ ��I� O I r- m 3L{fiR75' w Q _ 4 I `� y ' eao y .Y P e BOOKER T. W —=. t - ---'�___. M_�_ylI. >a'.�v �, �A.a1� o_4 t S_I y^/�e I ae-,- �•-- \ }TG�1 RANGE SCALE "", Y-Y�,0 15' 30' 60'i-H�1IH267H1-4I3-N2 IT 30 w�17[f I n:-sALPW Ct.�402 T 4 5 1 2 m[f tm ;r #� r I ' I+`''' J) i1 ° �° •° � � ; '� a«tee I oa a• � ' ���r4 a' d_ _ q, RESERVE TRAINING ny \\, ' FACILITY- _r 11�.ss.i I )m.t �fir� 4 DA-1 A AREA"'4.52 +AC . IMP„— 2.33 AC _ 41 m` �� I+' .ya� ;S". as Yr �✓'T�Y Y° �'�, m �° �,I �:ti�Yt "�.i'�`''.`a'I, Im v ) y. Tl r: t •f I � r° Y° [ s...... _...n..4 . �) Y J Ya �"4 T � I � 1. •i''W Y y v V i r. __ li��,., � II•n .p 4{.na fit') •1)T' l .o ...w� 31 I \ + •�$, A 2c I i lay+ a r / r* ,Y41Y f U r'.4, +P§M1 i ./�', I ®R \DA-2 \ + ( Ce I AREA = 2.28 -AC� mt J° . 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Pawn 1 PA / o287 AC "-' Y'° :%� RIFFLE •� RANGE P - 012 AC - lidIA�r-dt____________ �5\ - .y. ♦yr _ 9 �c�— �_--_-•_z--- •.P—'.; �® q8 •;,$ ev ¢.snrsPIPv.r.W.weee �wir •--'—eA. aAs, rreW e'aa cuaar ,� may pePaz/s) 1 01 I � I n z nw."�•� o 14.4 \ Imks PW sro,. %3T II 4 II , I Z,'\, , a\ BOOKER ? vr5nc,'''"g' Pawmfr 4> \•rcuosw %� Dt II nksAaJa g v r 0 aP YTrW� :dti 3a4 m- P/I' xo/ 4� r CEIVEUL 15 2015 BY: GRAPHIC SCALE 0 15' 30' 60' 1' = 30' 5 C 11 ` � O d zd � � Z Y Z O � Q a z � Z W w W > Q oZ z w U o w E (D N I a �a u w� a J ZI, w a J C7 TEMPORARY SEEDING SCHEDULE NOTE TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. TEMPORARY SEEDING AND MULCHING THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS Of OVERLAPPING DATES, THE KINDS OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL PRE IN POUNDS PER ACRE (KILOGRAMS PER HECTARE) T MPORARY SUMMER SEED MIX SPECIES RATE NO ZACRE) MARCH 1 - SEPT. I " GERMAN MILLET 120 TEMPORARY WINTER SEED MIX SPECIES RATF (B-/A R 1 SEPT. I - MARCH I WINTER RYE (GRAIN) 200 KOBE LESPEDEZA 120 APPROVED TAJI FFSCUE CULTIVARS'. ADVENTURE ADVENTURE II AMIGO ANTHEM APACHE APACHE II ARID AUSTIN BROOKSTONE BONANZA BONANZA II CHAPEL FILL CHESAPEAKE CHIEFTAIN CORONADO CROSSFIRE II DEBUTANTE DUSTER FALCON FALCON II FINELAWN PETITE FINELAWN FINELA'NN I GENESIS GRANDE GUARDIAN HOUNDOG JAGUAR JAGUAR III KENTUCKY 31 KITTY HAWK MONARCH MONTAUK MUSTANG OLYMPIC PACER PHOENIX PIXIE PYRAMID REBEL REBEL JR. REBEL II RENEGADE SAFARI SHENANDOAH TEMPO TITAN TOMAHAWK TRAILBLAZER TRIBUTE VEGAS WOLPPACK WRANGLER FERTILIZER SHALL BE 10-20-20 ANALYSIS, UPON WRITTEN APPROVAL OF THE ENGINEER. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO 15 MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS. TEMPORARY SEEDING FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING AND APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50 POUNDS (55 Kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAN DURING THE REMAINDER OF THE YEAR. TLE ENGINEER WILL DETERMINE THE EXACT OATES FOR USING EACH KIND OF SEED. FERTILIZER TOPDRFSSING FERTILIZER USED FOR TDPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2'.1 AND STEEPER SHALL BE I9-20-20 WRITTEN APPROVAL OF THE ENGINEER. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED GRADE AND SHALL 8E APPLIED AT THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS. FERTILIZER USED FOR TOPMESSING ON SLOPES 2'.I AND STEEPER AND WASTE AND BORROW AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS. THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR TEMPORARY SEEDING AND MULCHING, WIFE THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SECOND MAY VARY FROM 251 TO 25/ PER ACRE (GEER TO 85KG PER HECTARE). THE ACTUAL RATE PER ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPERESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CLAN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER. MOWING: THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (ION MM), CRIMPING STRAW MULCH - CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER NCDENR, STRAW MULCH TO BE OF SUFFICIENT LENGTH AND SANDY TO WITHSTAND THE CRIMPING OPERATION AND PROVIDE ADEQUATE GROUND COVER. CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BUSES SHALL NOT EXCEED B INCHES (200 MIN). SOII AMENDMENT TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER • APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE MULCH - APPLY 4,00E LB/ACRE GRAM BINARY OR EOUNALENT COVER. ANCHOR MULCH WITH ROVING, . TUING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL/ACRE WAT R MINIMUM OF I' OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED). MA NTENANCF REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE, MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY TEMPORARYSEED BED PREPARATION 1, RIP THE ENTIRE AREA TO 6' DEPTH. 2, REMOVE ALL LOOSE ROCK, ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH 'SEEDING SCHEDULE' AND MIX WITH SOIL. 4, CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR COLOPACK AFTER SEEDING SEED ACCORDING TO -SEEDING SCHEDULE' 6. MULCH IN ACCORDANCE WITH 'SEEDING SCHEDULE' IMMEDIATELY AFTER SEEDING. 2. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE 'SEEDING SCHEDULE'. MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTWZER, AND SEEDING REQUIREMENTS. GROUND COVER NOTE: PURSUANT TO CS. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT SAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL. WITHIN 21 CALENDER DAYS OF COMPLETION OF PITY PHASE OF GRADINI BE PUNTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER. SPACES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-52(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. GROUND STABILIZATION THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REVISED ME REQUIREMENTS FOR GROUND STABILIZATION. STABILIZATION SHALL BE ACCOMPUSHED AS FOLLOWS'. PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 2 DAYS HIGH DUALITY WATER (HOW) ZONES WITHIN i DATE SLOPES STEEPER THAN 3J WITHIN T DAYS SLOPES 3:1 OR THAIIER WITHIN 14 DAYS ALL OTHER AREAS W/ SLOPES PATTER THAN 41 WITHIN 14 DAYS PERMANENT GROUND COVER ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE. EROSION CONTROL SEQUENCE OF CONSTRUCTION I. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES. 2. INSTALL CULVERT BUT PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS AND CHECK OARS IN ALL EXISTING DITCHES AND SWALES AS INDICATED, 3, INSTALL TEMPORARY SILT FENCE AROUND THE PERIMETER OF THE SITE AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN PHASE I. 4. INSTALL SEDIMENT TRAP/R451NS AS SHOWN. 5. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE, CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAIN SYSTEM AND INLET PROTECTION. INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS, NO STORMWATER SHALL BE CONVEYED TO OWING UNTIE WINS ARE 25R STABILIZED. 6. FINISH SLOPES UPON COMPLETION OF ROUGH GRADING. LEAVE SLIGHTLY ROUGH AND VEGETATE AND MULCH IMMEDIATELY. ]. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL, 8. COMPLETE FINAL GRADING OF ME GROUNDS. TOPSOIL CRITICAL AREAS AND PERMANENTLY VEGETATE, LANDSCAPE AND MULCH, 9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS OF A 0.5 INCH- MEASURED RAINFALL EVENT A RAIN GAUGE SHALL BE INSTALLED TO MEASURE RAINFALL EVENTS. BEGAN ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT CONTROL MEASURES. 10, INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES W ACCORDANCE WITH NCDENR S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION CONTROL. COPIES OF ME SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE GOODS OFFICE. IL AFTER SHE IS STABILIZED. REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON DISTURBED AREAS. EROSION AND SEDIMENT CONTROL NARRATIVE THE LOT IS PARTIALLY CLEARED AND FORESTED WITH NO WETLANDS. THE SITE GRADIENT SLOPES TOWARDS THE STREETS ON THREE SIDES. SLIGHT ROADSIDE DITCHES CARRY RUNOFF ALONG THE ROADWAYS. IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN. 1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND. 2 0RIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT ENTRANCES TO SITE INDICATED ON THE PUN. 3.SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN THE VCINIIY OF SLOPES, IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT THE CONSTRUCTION INSPECTOR'S DISCRETION. _ 4 MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING WORKED, MULCH SHALL CONSIST OF AR -DRIED STRAW ANN CHIPPED SITE VEGETATION. 5 WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK -LINED DITCH MAY BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT BASIN/TRAP. 6 THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY DISPERSION TRENCHES SHALL BE PLACED PER FLOW CONTROL REQUIREMENTS. DISTURBED AREAS ACCEPTING SHEET FLOW MOM THE DRIVEWAY AND/OR PARKING WILL BE SEEDED AND MULCHED, Z.CULVERT INLET (CIP) AND INLET PROTECTION NP) SHALL BE PLACED ON THE INSTALLED DROP INLET AND CULVERTS. 8 OUTLET PROTECTION (OP) SALE BE PLACED AT OUTLET OF ALL PIPES ON SITE. 9.CHECK LAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES. 10. DIVERSION DITCH (OD) SHALL BE INSTALLED TO ONERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 11. TWO SKIMMER BASINS (58) WILL BE CONSTRUCTED ON THE SITE. EROSION AND SEDIMENT CONTROL NOTES I. UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND MCCIFICA110N5 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PUNNING DESIGN MANUAL (SENSED MARCH GOES). 2 THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE IS RUCHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 21 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT. MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 4. THE NPOES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM OUTFAL S BE INSPECTED WEEKLY (EVERY ] CALENDAR (AYS) AND WITHIN 24 HOURS OF A 5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR i0 CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAW GAUGE IS REQUIRED TO BE ON SITE, ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTOR. A COPY OF ME EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND BURGER CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT DIE ONSITE OFFICE. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6, STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 2. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED T➢) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8- EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING SPACE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, INFILTRATION BASINS, WATERWAYS OR THE STORM DRAINAGE SYSTEM - 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY MEDICAL CONTROL MEASURES NECESSARY i0 PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PION APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED ARCS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS, TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. 11, ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: GRIGG 12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW Pli. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY TO AN APPROVED LANDDLL. E C ERVE JUL 15 2015 BY: ITV' EMILY SYLVESTER VIA EMAIL 3 U�rc� o w z ¢Q� N F ' O w J z =$ o �Q z DO t0 Y z io ¢ CC 0 Z a w W J LL o No Z a w N 0 No �rt V o W 6 E0 SO 9 N CA Fj < w w a w =Q= J qz a 435 IT 1) CI 5 G' J � � 16' MIN � CZ 3' YAM. YIr. WINE —. I6' MAX. IN WIRE) --YINULE RAID VENIIGL WFWS /I SHALL BEDSW<DALGF YIN. TCP nrv0 eDTrow sTNM'D- INPLL BE ID G.WGE YIN. GRID MAX SPACING OF ki WINE —' FILTER FABRIC NOTES DOE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM FILTER FABRIC ---__� OF 6 LINE WIRES WITH 12" STAY COMPACTED FILL\ SPACING. USE FILTER FABRIC A MINI WAR OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE A$ I 1 DIRECTED BT THE ENGINEER. PROMIDE 5'-D' 3TEEL Po3i OF THE 1 3 SELFFABTENER ANGLE STEEL TYPE. L ANGLE BTEEL TYPE. STEEL 3•is -POT i, EXTENSION OF FABRIC AND WIRE INTO TRENCH TEMPORARY SEDIMENT FENCE (SF) NTS 6" THICK LAYER OF COARSE AGGREGATE (2" TO 3" CIA STONE) - NOTE: LOCATION OF ENTRANCE MAY VARY DURING CONSTRUCTION PERIOD. MAINTENANCE - I. MAINTAIN ENTRANCE CONDITION. THIS MAY REWIRE REPLACEMENT OF STONE. 10 MIN EDGE OF EXISTING ROADWAY PAVEMENT C TEMPORARY CONSTRUCTION ENTRANCE (CE) J NT$ j HIGH TliN.lINGTFITN2T. BARRICADE FABRIC I ALL PLANTS DESAGNATED TO BE SAIAG SHALL BE PROTECTED BY FENCING. AS IFLUSTRADE 2, INSTALL TREE PROTECTION THEE AT IFETE OR UNE ON AT CODE OF DISTURBED AAEA. AS SHAPHY ON PLANS. PRIOR TO COMMENCEMENT OF BE ONE ITCHY NU q 'I THE SIR OT LAZ�LM OSIBLE MOM BUTH SUES Of THE PENCE TFE & GIN MUST CONTAIN THE FOLLOWING 'FREE FROTECTUN SAKE. KEEP FRI 3 TFERE SHAFF BE NO STORAGE BY MATERIAL WTHN THE BOUNDARIES OF THE TREE PROTECTION HEARING 4, FREE PROTECTION FE' CNI SMALL RE MAINTAINED THE PURATEN OF THE PRIBUCE, ,,,ENTAP" 2-o-MIN . 1.33 IM,nF STEEL POST 62 TREE PROTECTION FENCE NTS COMPACTED WE — \ _ 3YINIYVY FLOW 8' TYPICAL CROSS SECTIONAL VIEW MAINTENANCE PERIODICALLY NSPECT RIGHT-OF-WAY DNERSONS FOR WATER AND AFTER EVERY HEAVY PAN FALL FOR EROSION DAMAGE. IMELVATELY REMO.E SEDIMENT FRO. THE ROW AREA AND REPAIR THE DIKE, CHECK OUTLET ARMS. AND MAKE TIMELY REPAIRS AS NEEDED, WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEI9PORARY RIGHT-OF-WAY DNERSIONS IS PERMANENTLY STABIUZEO, REMOVE THE DIKE, AND FILL THE CHANNEL TO BLEND AIN THE NATURAL CAWND. AND APPROPRIATELY STABILIZE THE DISTURBED AREA. C5 TEMPORARY DIVERSION Nrs FLARED END SECTION PLAN —B RIP -RAP ioo DODO A D __ Q Oo 0I o M3IN D D OQ Q O Oi O B ECENFE. JUL 15 20r BY:� SECTION A -A HEADWALL PLAN MIN. 3D t 9' RIP EXTEND RIP RAP 1' PIPE _... .. ABOVE PIPE mame . SECTION A -A f LEAST 'I EVENT «M Yr — NEEDED SECTION B-B REPAIRS. OUTLET PROTECTION STABILIZATION STRUCTURE (OP) M 5 Me Iffid_\_ Nq u No rvww— EMILY SYLVESTER E ■[ M4 NTS HMH-N-I-HH 12671436 119 -602 H 7 Z d C w.w N.m.�aw m G J `4Gw C ITMT : 1, SKIMMER IS TO BE A SURFACE DEWATERING DEVICE SUCH AS BMP SKIMMER OR APPROVED DE',10E. 2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN TEMPORAF BASIN OR TO RISER INLET. 3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CHAIR SCHEDULE RIGID FLEXIBLE JOINT OUTLET END: CONNECTION TO OUTLET PIPE OR RISER SHOWN. NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. IT ORE Ci STANDARD SKIMMER DETAIL SEDIMENT BASIN COMPUTATION SKIMMER BASIN I PH4SE I SKIMMER BASIW I PRASE2 DISTURBED AREA = 0,397 AC DISTURBED AREA = 1.309 AC VOLUME PROVIDED = 5,513 FT' VOLUME PROVIDED = 5,513 FT' SURFACE AREA PROVIDED = 5,200 FT` SURFACE AREA PROVDED = 5,200 FT' SIDE SLOPES = 4:1 SIDE SLOPES = 41 BOTTOM ELEVATOR = 51.5 BOTTOM ELEVATION = 51.5 TOP OF BERM ELEVATION = 55.0 TOP OF BERM ELEVATION = 55.0 WEIR ELEVATION = 53.5 WEIR ELEVATION = 53.5 WEIR WIDTH = 7.0 FT WEIR WIDTH = 7.0 FT SKIMMER SIZE = 3 IN SKIMMER SIZE = 3 IN ORIFICE SIZE = 1.5 IN ORIFICE SIZE = 1.5 IN SIOMMER8ASIN2PH4SE I DISTURBED AREA = 1.072 AC VOLUME PROVIDED = 2.279 FT' SURFACE AREA PROVIDED = 1.450 TV SIDE SLOPES = 2:1 BOTTOM ELEVATION = 50.5 TOP OF BERM ELEVATION = 54.0 WEIR ELEVATION = 52.5 WEIR WIDTH = 3.0 FT SKIMMER SIZE = 1.5 IN ORIFICE SIZE = 1.0 IN BAFFLES WITH METAL POST, WOVEN WIRE FABRIC BACKING AND COIR FIBER NETTING TOP OF DAM NOTES: 1. DRIVE STEEL FENCE POST AT LEAST IB INCHES INTO SOLID GROUND. 2. WOOD POST ARE NOT ACCEPTABLE. 3. DIRECT WATER TO TOP OF BASIN. STONE APRON TOP OF PROTECT WEIR WITH FILTER FABRIC AND RIP RAP SEDIMENT` ITT PERSPECTIVE VIEW RETRIEVAL / (SEE SKIMMER DETAIL) ROPE 6" STONE APRON NOTES: 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FNE) ACRES. 2. EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING TO TOWN SPECIFICATIONS. FILTER FABRIC DESIGN OF SPILLWAYS DRAINAGE AREA WEIR LENGTH I (ACRES) (FT) 1 KG 2 6.0 3 B.0 4 10.0 5 12.0 1DIMENSIONS SHOWN ARE MINIMUM FILTER FABRIC BOTTOM ANCHORED WITH STAPLES SKIMMER WITH RETRIEVAL ROPE (SEE SKIMMER DETAIL) BAFFLES WITH METAL POST, WOVEN WIRE FABRIC BACKING AND CDR FIBER NETTING (TYP.) (SEE SHEET 1) DITCH AND BURY FILTER FABRIC EDGE (MIN. 12- OF FABRIC) PECEiVE JUL 15 2015 MAINTENANCE INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF .ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RNNFAIL RGAM SEYMENT STORE TRAP TO ITS ORIBNAI DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF ME TRAP. PLACE THE SEGMENT MADrEMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR HITTING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF ME EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTLY ABOVE OEBGN GRADE, ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. STABNZE THE EMBANKMENT AND ALL DSTUREED AREAS ADM THE SEDIMENT POOL AND DOWNSTREAM ROM ME TRAP IMMEDIATELY AFTER CONSTRUCTION WTH SEEDING, x a C LENGTH SKIMMER BASIN CROSS SECTION LINE WEIR WITH RIP RAP WEIR LENGTH WEIR CROSS SECTION STANDARD TEMPORARY SKIMMER BASIN (SB) HY TUTS SYLVESTER 5¢� o Ea p Z'g Z r O U [L Q o U z � J Z ON LLI o W z Q A z = C7 o w wT GO o g$ £gig N v1 kLL� w w M oZ '7 3 An 5 0 m CZ L 4' MAX WIRED S VERTICAL SUPPORT POST, IMBEDDED 24" INTO BOTTOM OR SIDE TOP OF BAFFLES SHOULD BE 2" LOWER THAN TOP OF THE BERMS COIR FABRIC - BAFFLE (TYR) SEDIMENT TRAP1 -,�' INLET ZONE 35% OF SURFACE BOTTOM OF BAFFLE IN TRENCH "0 FIRST CHAMBER 257. OF SURFACE AREA HOG WIRE ATTACH TRENCH FILLED WITH TO POSTS WITH SOIL AND COMPACTED OUTLET SECTION, LENGTHS OF WIRE STONE SPILLWAY SECOND CHAMBER CLASS 1 RIP RAP 257. OF SURFACE AREA DETAIL THIS SHEET OUTLET ZONE, BAFFLE INSTALLATION - STEP 1 BAFFLE INSTALLATION - STEP 2 PERSPECTIVE VIEW 15% of SURFACE AREA BAFFLE NO 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. 2. DRIVE STEEL FENCE POST AT LEAST 24' INTO SOLID GROUND. 3. WOOD POSTS ARE NOT ACCEPTABLE. 4. WHEN USING POSTS, ADD SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING. - 5. USE STAPLES I' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE. 6, INSTALL AT LEAST 3 ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. SPACED AS PER APPROVED PLAN. 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES. 8, 00 NOT SPLICE THE FABRIC. BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. 9. MATTING: PROVIDE MATTING TO MEET THE FOLLOWING REQUIREMENTS: 1007 COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX THICKNESS 0.3 IN. MINIMUM TENSILE STRENGTH 124E X 626 LB/FT MINIMUM ELONGATION 34% X 38% MAXIMUM FLEXIBILITY (MG -CM) 65030 X 29590 FLOW VELOCITY OBSERVED II M/SEC WEIGHT 20 OZ/SY SIZE 6.6 X 164 FT (I20 SY) "C" FACTOR 0.002 OPEN AREA (MEASURED) 50% gA3 BAFFLES NTS MAINTENANCE INSPECT BNTlES AT LEAST ONCE A WEEK AND ABLER FACT RNNFALL. MAKE ANY REQUIRED REPAIRS IMMEO'ATEL, BE SURE TO MNNTNN ACCE% TO ME BAFFLES, SHOULD ME FABRIC OF A BANILE CULVPSE, TEAR. DECOMPOSE OR BECOME INETF£CTNE. REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEOLMTE STORAGE WTUME FOR THE NEXT RAN AND TO REDUCE PRESSURE ON THE BASLE$. TAKE ORE TO AVOO OAMAGNG THE BAFFLES DURING CLFAM'OOT. SEDMENT GUTH SHOULD NEVER EMCEED HALF THE DESIGNED STORAGE DEPTH. AFTER ME CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABIUZED. REMOVE ALL BA6LE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE, AND STABILIZE IT. ECEI E' JUL 15 2or "IMILY SYLVESTER VIA EMAIL a nsnou Il• II1 i i i IN ■ Y ASPHALT PARKING 1.Sz USE SAND BASED SOD FOR BOTTOM OF BASIN 8' 54.5 27' MIN. %4� FT - 4' TOPSOIL VEY BOTTOM WITH BACKHOE TEETH DO NOT COMPACT INSITU SORSJ �1 CROSS SECTION "A -A" - FOREBAY/DETENTION U I NTS RIM = 53.53 A=36" B=24" PLACE HEAVY GALVANIZED - HARDWARE CLOTH ALONG FACE AND BOTTOMH-51.55- OF STONE u w )DIKED TRAFFIC BOWNG DROP INLET (NCOOT 840.35) IRON GRATE B57 STONE 2" /-B `_ •\_ --5'r� /v �6" DIA. HOLE B" WITH HEAVY � CALV. HARWARE CLOTH 12" J57 STONE 1'-O" BEDDING CT(P) PROMDE 2' OF CLASS SQUARE B RIP RAP TO NOTE: EMBED RISER IN FOOTING INVERT OF OUTLET PIPE 0 STRUCTURE 1 51.55 FULL WIDTH OF TRAVEL LANE 0 I A6 STOP BAR NTS SOD SIDE SLOPES AND TOP OF BANK 100YR STORM = 54.18 NOTES; 1OYR STORM.,=5]_B] —III—_ 1. THE INFILTRATION BASIN B M ALL Z.5 % 3.68" STORM ELEV. . T REMAIN SAND WITH NO VEGETATION. THE --- — BASIN OE SLOPES AND BERM SHALL BE `.III SODDED.I_II 2. THE 6070M SHALE BE OVERE%CAVATED III J 6" AND BACKFILLED WITH ASTM C33 INFILTRATION BASIN SAND TO THE BOTTOM ELEVATION SPECIFIED. 6- SfWO ASTM C33 (NO SOD) }_ IF HARDPAN OTHER UNSUITABLE SOILS LiI (IN BOTTOM) TE TE THE PRE ENCOUNTERED. O EF- AND BOTTOM A MINIMUM OF 2' AND BACKFILL BOTTOM ELEV. 51.0 WITH ENGINEER APPROVED SANDY SOIL I MATERIAL ' l:F1:4.�' ...�._.�_._.��.:___ 4, THE B/MAY NOT BE USED PB A SEDIMENT TRAP. UNLESS SPECIFICALLY ^ NOTED EI�t E E ■�.7_ N YWR 9 SHMT-- 450 IN BMF — 5. SEE NOTES ON PLAN SHEETS FOR — — — — — — — _ _ — _ — — — — _ PROTECTION OF BASIN BOTTOMS JUL 15 2015 BY: SECTION - INFILTRATION BASIN Al Nf5 � z 1 1/2" 0 GALV. STEEL POST W/CAP 4.000 P.S.I. CONCRETE - PRIME COAT I I MIN. NOTE: ALL SIGNS SHALL BE BOLTED TO POST SIGN FOOTING A4 NTs ■ MINIMUM 2.0 INCHES OF ASPHALT CONCRETE, NCDOT TYPE S-9.SB MINIMUM 8.0 INCHES OF AGGREGATE BASE MATERIAL. SIZE NCDOT TYPE ABC". COMPACTED TO 98% ASTM D-698 COMPACTED SUBGRADE (SEE SPECS FOR REDS.) A7 LIGHT DUTY ASPHALT PAVEMENT NIS / 5. MIN MI N8" MI SIDE VIEW 7/8- CIA HOLE r2T P OF REINFORCING R FLUSH WITH TOP CONCRETE B"4 BARS FRONT VIEW (PRECAST CONCRETE) 65 CONCRETE BUMPER BLOCK NTS E OF CURB EDGE OF =MENT TiEE-POST WITH CONCRETE PAINT YELLOW 4"• DIAMETER - SCHEDULE 40 STEEL PIPE —1" CROWN — GRADE SURFACE nl ,DI FOOTING CONCRETE 12"DIA (MIN) A5 FIXED EXTERIOR BOLLARDS Nis USE 6" DIAMETER FOR DUMPSTER PAD ENCLOSURE ■ 19 11 I,I \� ANN J IN EMILY SYLVESTER VIA EMAIL Ya Y 1 �o J Ya £0 Z 2 U z Q a Lu o W Z 0Ei Q N w w E t F �J[ 0 (O DO w U a ¢ZW n N 1.5WIDE rn L J1 U.N.O> TYPICAL DITCH SECTION D3 NTs IVTI TOP OF FILL TOP OF FILL TOP OF FILL z O y z �y�0 Z2 U rQTI y GROUND LINE x ORWNO LINE H ORd1X0 LINE LL JOa 2; oo¢yx HmHz�xO W Q i-Tt D err rr r ,. n_ fU O� z Z y 0 O Z r T r r LpRNCI PETER r u PILE is PETER PIPE ]9 PLACED �PLNEYEXT F x F Z W y ¢ LL Hy • 00 i..r n n 6IPRION TOLALEO >) . PRIOR ip YI TYPE [V OF L PIACEIENT OF L O O Z :._... OINEERINO F[LL EXAS '. ^. ryy i. .: _ /SIX. ry j.:, y0 r Z N4 — NIT LO./B YIX. I.D.16Y1N. ur PUP r1'±wbr_r.�yu_yr TWN R" ✓ m.m>•rn'=ru�r_py EARTHR IqT LESS THAN E' D.O. U 2' MOT LE44 iWN 0" 1R• PER %T2" &IT HOT L` a OO ROCK O.D. 9' NO YORE YIMx 4 NORMAL EARTH FOUNDATION ROCK FOUNDATION �^ OLRECTEU YY ERO9.12" UNSUITABLE MATERIAL FOUNDATION PIPE IN TRENCH TOP OF FILL TOP OF FILL TOP OF FILL _ 3 O m N IT S Z I x �-- LL Q � —W QUpU1p� LxxE Ylx. o.o. YIX. a.o.=IxE YIX. oYIX. O.O YINOO TIMIIREERIx9 FAWXD LIME FAR9IO _ r zZ D _�' —COII AFIFR~ _ r r rr�sr �r.�I�nr :' .'' —PIPE IR QEOmD _•=r—Ll.o.la YnA"xc�YipoF YIX. QWMQT _ _ _ rr LE99 TILW 6" rr rr n rlyu—•ILL r _ r q16 YLN.N DIRECTEDAFTER rOBY p,p 2• LO./0 YIN. I� NOT LEW TIUN 0" YIN. ENGINEER Q H z" O PIPE IS P-0 NOT LE U9 THAN 0' I 0 0 ' 2'� 2' —JI 'M' a f Q m 19• PER FWT CF IN TO PUT THAR 24 19• D PL° IND IIENT OF NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR �E UNSUITABLE MATERIAL FOUNDATION = LLO HH Z PIPE ABOVE GROUND y J C s T GENERAL Y11F3: SE [[IT OPERATE xUW EMINENT OVER ANY PIPE THE PIPE CULVERT IOU WTERIAL. 'z O LEASTCULVERT 3 FEET I.o. 1NE wYIMIY MRI2LxITII INSIDE OtuETER OIIExO[d. BEEN PROPERLY BAL161LLE0 AXO COVERED NITM AT LEAST 9 FEET OF APPROVED) W ~ O.D. THE wYW xIHORIZONTAL OUTSIDE OINETER DIIENRIOX. �' —' - SPRIMiLINE OF PIPE MI O i. H = THE FILL HEIGHT MEASURED VERTIGLLY AT ANY ® SELECT BRCNFILL wTERIAL CU44 SII OR CLASS II• IE TMINTRET ALONG TXE PIPE fROY THE TCP CF THE PIPE Tp TXE TOP BELpY BPRIMOLINE. OF THE WHANKNENT AT THAT POINT. MPIXIVEo ROITRHLE LOLL wTERLK HOVE ePRIN[ILIxE. TARE LAKE TO FULLY CMI [LAUNCH ZONE OF PIPE SYASILL. UIOIS1lP4E0 EARTH wTFAIAL LWRELT R O(II G LET wTERIAL CL/dR 111 OR LLMR Ilr TrvE I SELECT wTERIAL CLA9R V LR VI FOR FOUNDATION WNOITIgI2M0. fXl'MRUUTE UFOR NCOII p NHPIPE SEATINOI,VID SAC151LL PILON DIP MY LATx PIPE Y[TH ENOINEFAINO FABRIC A9 DIRECTED DY THE ENGINEER. ADDRIPLISH GOPPACIION. SHEET 2 OF 9 EET 2 OF 3 300 . 01 300.01 1 1 E7 END SECTION DIMENSIONS DIA I A I B I C D E 12 1 4 1 2'-0" 2'-0" 4'-0" 2•_0" 18.' 9" 2' BAR OR STEEL FABRIC REINFORCING C R I A D SECTION A -A SPIGOT END ON INLET END SECTIONS END ON OUTLET END SECTIONS 03 6 �HUG AQP E FRONT ELEVATION FLAN *FLARED END SECTION 12-60" CONCRETE PIPE NTS EMILY SYLVESTER F E oz 2" BIT. GONG. s SURFACE COURSE - EXIST PAV'T 5-9.5A : a O TACK COAT- 3" SIT. GONG, . 1 Y E, 0 ➢ J 12"1 19 OB MIN •• VARIES ,MIN. r 4 < t z Y I�I I,�,•y,�, 0 Q N I W Lu > r PRIME COAT i Q '^ EXIST. STONE INCREASE EXISTING z BASE COURSE- . t\; 8 OSE BASE COURSE W w5 SAW CUT COMPACTED PAV'T EDGE BACKFILL N / I -I' \ \-fi" „U D- NEWLL UTILITY STONE BEDDING ¢ J z BITUMINOUS PAVEME PATCHING o IS A5 NT$ �VE - SHOWN nos NnSY 41"rINiH-li-i-HI1 �12671440 14 19 C-702 4 5 GENERAL SHEET NOTES s 1. VERIFY CIRCUITS CONNECTION.ARE DEENGERIZED PRIOR TO DEMOLITION AND 5 ' 2. COORDINATE OUTAGES WITH CONSTRUCTION OFFICER. OUTAGE REQUIRED ON WEEKEND. i"PO , 1I. 3. MATCH EXISTING CONSTRUCTION. MATCH CONDUCTORS, SAG — 1 AND POLE HEIGHTS. s ICuss 3— - - O DEMOLITION NOTES 1. DEMOLISH POWER POLE COMPLETELY. e I I �ly-1 •,��* I� IE 2. DEMOLISH 12 47KV CONDUCTORS. u N, 3. RELOCATE 600V CONDUCTORS. ---�- 1 1, 1 r! I �� - 4, REMOVE GUY WIRES. i AIR Fr Md I ' �. S DEMOTO MANHOLE. LISH 7ELEPHONE PEOES7AL AND COPPER CABLING BACK + '.,V •I : I II - �� - � I I I I kk it y I It PDCO2 35CLASS 3 dq (I" .. _."' 1 ,,.7 �,� Irv\= I_ / OMIT B0T70MCIRCVIT', P�CO2 35 GLASS 3�7 _ t — \ '-� ' I - m y I -^•!.i n`. I OMIT BOTTOM CIRCUIT 'H';'Iz t 1 dl 1Z47 1212.47 Q IE t �Pseoaa/BC / ;; s•:�-� II� � IFI,.1 I I O..i r --izi S 11 , p� ti - -- - r / I + I —- r -_ A ❑ WORK NOTES I. PROVIDE POWER POLE, SEE SHEETS E-501 & E-502 FOR DETAILS. 2, PROVIDE 12.470 CONDUCTORS. 3. RELOCATE 600V CONDUCTORS. 4. REWORK POLE. 5. EXTEND MANHOLE COLLAR TO MATCH NEW GRADING. Jr I a r 1 )I I fir still \- I , it 4 11 EXTERIOR LEGEND EMILY SYLVESTER 1g47 — 12.47KV, 3 PHASE, 4 WIRE CIRCUIT. PROVIDE 3-1 /C_Nl/0 AAAC WITH 1-1/C 01/0 AAAC VIA EMAIL -- 9 1610u NI^' " ^RH `"' `4°0 COM1Aon EOTRAL. s UTILEFRI) EXISTING 12.47KV, 3 PHASE, 4 WIRE CIRCUIT. M amp 0�wn 12,47 —3-1//C gg1//0 AAAC WITH I —I C p11/10 AAAC COMMON'r1EUTRAI TO BE DEfdOU HED. 208 — 208V, 3 PHASE 3 WIRE & GND, #2/0. r C gk r Tpv 205 — EXISTING 208V, 3 PHASE, 3 WIRE & GND, #2/0 z UT —DIRECT BURIED COMMUNICATIONS CABLING TO BE 5 DEMOLISHED p a POWER POLE F ' 0 W14 J p EXISTING POWER POLE Q EXISTING MANHOLE ti o$ Z z �O Q U Q ED a rr J j ECEIVE- w w w JUL 15 2015 w 'g £�¢ N w () LL d a> �z� a GRAPHIC SCALE ; 1G.- 0 -hHN 0 15' 3D' 60' 12671441 I" — 30' ® 17 cf 19 E-101 z 3 I 4 1 E 02.04-18 SIDE VIEW 1 54 BILL OF MATERIALS ITEM N0. COMPATIBLE UNIT CATALOG NUMBER QUANTITY DESCRIPTION 1 OSB—FG23 10043909 2 BRACKET. STANDOFF. 16'. FIBERGLASS 11221405 2 INSULATOR, PIN, 23KV, CLASS-55-5 IM33512 2 MACHINE BOLT, 5 8' % REQUIRED LENGTH 2 PTP-INS23 11221 005 1 INSULATOR, PIN. 231<V. CLA55-55-5 10331700 1 POLE TOP PIN, 1- % 20 10033512 2 MACHINE BOLT, 5 9 % REQUIRED LENGTH 3 DE-POLY23 11225604 1 INSULATOR, POLYMER, DE, 25NV 11104213 1 QLAMP. DE TO FIT CONDUCTOR SIZE 10026011 1 BOLT. EYE, 5 H % REQUIRED LENGTH 4 11060100 AS REOD. SOLID AL. TIE WIRE. 4 5 105120C2 2 SECONDARY SPOOL INSULATOR, 3' 6 - 11280 1 SPOOL BOLT 5 8' % REOUIREO LENGTH 7 BC6-SO 11061108 43 Fi. 6 SO BC 8 10543007 7 MACHINE BOLT. 5 8' % REQUIRED LENGTH 9 105412094 8 WASHER, LOCK. 5 8' 10 GUYINS7821 J6334927 I INSULATOR, GUYSTRAIN, 78 . FBG 11 GUY-DDS/16 10300 001 1 GUARD. GUY. 9', POLY 10309516 2 HANGER. GUY, ATTACH ID033512 2 MACHINE BOLT, 5/8- % REQUIRED LENGTH 11126018 2 SOUEEZON, CONN 10045516 4 CLAMP. GRIP, GUY 11061009 5 WIRE, TIE, p6 SD BC, SOLID 10305100 85 F. GUYSTRAND, 5 16'. HS 12 ARM-ST60 11113511 1 CLEVIS. DE 10210607 1 CROSSARM, DE. 60 . STEEL. RATED 5000 LBS. 10033512 2 MACHINE BOLT. 5 8' % REQUIRED LENGTH 13 BC4SO 11061105 18 FT.I WIRE. TIE, J4 SD SC NEENEEN .■....r E FRONT VIEW EMIY SYLVESTER VIA EMAIL m 9 16 20" m NRl cvx ORH -^ WD S LIDU3IEID Y WF/NI B eBBOTT NOTES: C E 3 1. LIMIT SPAN LENGTH OF TAP TO 350'. 2, IF FIRST SPAN OF TAP IS 200' OR LESS, STEEL ARM CAN BE INSTALLED 4" BELOW CENTER NOTES:< N PHASE GUYWIRE AND CUTOUT CAN BE INSTALLED UN STEEL ARM TO SAVE POLE HEIGHT. W 9 < 1, SEE DWG. PSC04A FOR DESIGN SPECIFICATIONS. F- 3. INSTALL FUSE SIZE AND TYPE USING EITHER 4" ALUMINUM LETTERS AND NUMBERS 6" ABOVE "�G O THE NEUTRAL ATTACHMENT ON ROAD SIDE OF POLE. 4. SEE DWG. PSC048 FOR BILL OF MATERIALS. o LEJEUNE MCE CAMP LEJEUME MCETWO v'CAMP OP. THP.EE-PFIASE T.AP OP. THP.EE-PHASE TAP �RENSION DWG. .M ene�oe(UhIFUSED) DwG..MTWO P=COx�Ep���recEIVEJUL BY DATE PSCOAABYGATE ENO 15 2015EY: WNI N-1-Nl1 2671442 IB 19 E-201 4 A C FAR SIC ) NEAR 1 FIGURE 1 o am I BILL OF MATERIALS ITEM COMPATIBLE UNIT CATALOG NUMBER Ott. DESCRIPTION I ARM-ST60 11113511 12 1 DE CLEMS 10210607 4 60' STEEL DE XARM 10033512 18 MACHINE BOLT. 5 8" % REQUIRED LENGTH 2 DE-POLY23 11225604 12 INSULATOR, POLYMER. DE, 25KV 11104213 12 OE CLAMP 10026011 3 BOLT, EYE. 5 8" X REQUIRED LENGTH 3 INS-RB35 11221611 4 35W ROUND BASE INSULATOR 10332013 4 STUD 4 GUYINS7821 76334927 4 INSULATOR, GUYSTRAIN. 79". FOG 4 GUYINS12021 76334920 2 INSULATOR. GUYSTRAIN, 120". FBG 4 GUYGRIP 10047504 4 GUY GRIP. FACTORY FORMED 4 CHI11125018 10300101 4 GUARD, GUY. B.-POLY 10309516 4 HANGER, GUY, ATTACH 10033512 4 1 MACHINE BOLT, 5 8- X REQUIRED LENGTH 6 SOUEEZON, CONN 10045516 8 CLAMP. GRIP. GUY 11061009 30 WIRE. TIE. #6 SO BE. SOLID 10305415 180 FT. GUYSTRANO. 5 GUY-SDS/16 10309516 2 HANGER, GUY, ATTACH 10033512 2 MACHINE BOLT, 5/8- X REQUIRED LENGTH 10300101 2 GUARD. GUY, 8. POLY 11126018 2 SQUEEZON. CONN 10045516 a CLAMP. GRIP, GUY 10305100 90 FT. GUYSTRAND. 5/15 . HS 6 'ANC-PHIX 10013209 2 ANCHOR, TRIPLE, HLX7 10013506 2 ANCHOR, EXT, TRIPLE, HLX7 10 2 TRIPLE EYE W COUPLING 7 - %22 10313203 4 14' E%TENSION LINK WN ON DRAWING 2 " (TYP.) 24" a. 1— 3 SECTION A —A 7 LINE ANGLE 8" GUY 54" A A INSULATOR SEE NOTES 5 AND 6 �KAII �Try/1JaT1{/, DWG. 02.04-18 qe SD BC r�- I 1 POLE SEE NOTE 4 —Ip4— BOTTOM 21' BEARING PLATES GUY OFFSET ip) A BOTTOM 4 PEC CN 10308708 NEUTRAL pe so ec 5 NOT O� 3 FIGURE 4 NOT TO SCALE p= 12" FOR 2 i0 3 GUY LEAD NOT TO SCALE *SEE NOTE 2 FIGURE 2 NOTES: 1. POLE SIZES BASED ON MAXIMUM SPANS. 2. BEARING PLATES ARE REQUIRED PER FIGURE 4. IN WET AREAS, USE BOG SHOES INSTEAD Of BEARING PLATES. SEE DWG. 16, 3. GUY OFFSETS SHOWN IN FIGURE 3 ARE FOR NEUTRAL GUYS. ALL OTHER GUYS SHOULD BE IN LINE WITH NEUTRAL GUYS. a. THE TOP TWO PRIMARY GUYS SHALL CO LE ONE ANCHOR. THE BOTTOM LED AT GUY AND NEUTRAL FGUYT- SHALL BE TO ONE ANCHOR. ANCHORS ARE TO BE TRIPLE HELIX PT tAN ANCHOR AT A TORQUE OF 2500 FT-L13 7 N MAINTAINED FOR THE LAST 5' OF INSTALLATION DEPTH. ANCNOft EXTENSIONS ARE 3-1/2' AND T (CN 1001340J AND ON 10013506). 5. FOR ANGLES DEGREES INCREASE SPACING BETWEEN THE BOTTOM BOLT HOLE OF EACH STEEL ARM AND THE TOP BOLT HOLELE OF OF THE STEEL ARM BELOW TO 30" FOR JUMPER CLEARANCE. 6. TWO GUY STRAIN INSULATORS (120" h 75-) MUST BE LINKED TOGETHER TO OBTAIN THE REQUIRED CLEARANCE FOR ME THE TOP TWO GUY POSTIO 7. USE SAME SIZE CONDUCTOR FOR JUMPERS AS USED FOR PRIMARY. CALIF LEJEUNE 0.4CB w .nAm DOUBLE CIRCUIT 35-90 DEGREES DEADEND owc. RFMSInN RY PATE FDCO2 I 0 Np Ac I EMILY MVESTER 3U� W E �Q S 0 W IY J G)� YQ Z N �0 c o a z J LL1 ti W 0 U z CC ¢ w w ('} w ECEIVE w5 N £J _ �LLi w a JUL 152015 kJ_ . Iz- 1 BY: AS SHOWN 79655E ����IHIN-H-1-Hll 12671443 w n 9 19 E-202 5 w z J 2 3 4 5 9 , TREE LINE _:. k 1 '� w ! x1 , / T PE 0 CURB CUT NOTES \ \ PT =404 �b r �_--- -_ ti 31 bh ✓ I b6a kka h b " m G RIP RAP c : , I i 0 cya hk'Z 54,62 hk' hb� hk 5k i gk' h h SIGN' "SPEED L!MI h cs° I _aa__! ICh h / TRAV PT.'MAG NAIL(S)- } _._ - 6 06 ph kb 55 y,hb° /Uli h}9 6 • l h ' RE D CROSSING' - .x\ I (3)ABOVE GROUND 1 rq bib n ' k k�i PROPANE rA,vKs ' ' +° ' hb i h?• h�. ' + x 1. WRAP ALL DRAINAGE JOINTS WITH 24 WIDE GEOTEXTILE FABRIC PT1=405mo ON eoNC BAsfs7 sfM ,,, ; g ti 1 Z= • �6 ti b'"PAVEMEN LSOLI YELLO ,NE '' c 2. E MEASURED FROM CENTER OF STRUCTURE q r tia ti a ya 6 $ a ,. k' bill h h'°h I sicN �slor W I ftAss �` PIPES LENGTHS ARE 6 hk5 LIFT ,'- N „> k k hk l hk• hk �_hk bb' - `'.�`' 6 r \ , I + ! h __ .. / LD ,,, s LINT h' h 7 16 uRs o TO END OF F.E.S. D W1RE .t ti I TMH Fb L/F � 5_ kN 1 � sH b Gu�1 \ ; ! i 3. STORM DRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN k 1 k b h -. -a ' I x 4 'S h 0 k f 7 , h h #' 4 -54 4 hb -� bb �~" ". , a N ! 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. FLAGMEN h e - - " _- s .- ! 4' SSFM .53 54 - I `h h '6 0° ° '�,, . k GENEP,ATOP, s / / '� WV " x g� kb �h hh i , h�' h� ak. 21'dAK + - vA °�`hk'+k? MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO INV=5316 ; ;hai. TRAFFIC AT END OF DAY. PROVIDE TEMPORARY PATCH WITHIN �� _ w L ,III i 24 HOURS. RIP RAP P ' METAL a'fi I --w i' P INo h • Buses v I 4. PAVING FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS. ✓ .' 4 1 j� i I PIP No w /Y 1x4 1 4 h/ s �� r� .-� k�v VENT PIPE/.h, 7A NtVi !i ! j ANTENNA N 70P' I 11 2)GUY +SHE 1 \ �> \ P,°NO D - (hb• (h�. 1 i / ,! ! g k + g F a MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. ,Ply t # o i ;,k 54.5 5, .5 o q ; i k. !tik• ,} kh +!J, --TO MARKER i © 2a PINet FLAGMEN MUST BE CERTIFIED. SERVICE DRIVE MUST BE AP h hP' 6 g " ! ! � 1 ail ! > \ ` RE -OPENED TO TRAFFIC AT END OF DAY. t jELEC PAbL- h v hD i s ��H 6 61j' �!I \ 'v f f7RE SPftINKLE�/T I I L hk' (', �' 30"OAK BASE BLDG 1 �708 - 11 HVAC I\ " Cd1J BA. 1 I I g LD r i I I I ( 9 h k h q, k� b� \ UNIT Jr I b w 6 a { r h�` h' gk. `� 1ti kh yk i Hk h �A FO MARKER G ICOOLAN7 .55 I k q. k. h I + h .s \ ; h I h x " , "' ?ASS GRAVE? WALK C \LINES GO ! !' hk' kL _ \ t S R� / v" : WI7H 4x4 BORDER t t J r j ; • , ' L' ! h ! + " EMI 6 �lv 0� `is 7 l� RAP i I`f 1 ' l , 2 Guy 't t h1. h• J w r Jl Y FlBERGLASS I C� i RED 1 I I� ! I h `, �1. W ' �l ! ! i ; COA/A(UNICA7IOl �S SHED i P/P NO1 + - h1 ° ! , r ! iR30 i �� a Fi �' .B I j 13 L SALE ® 3$% I' i j i i i !Il'i! l i OUTLET STRUCTURES G U G k! f a' I lj' SIGN a 94 LIMIT", i 1i 3 ?+ 1O RIM=53.80 a h 53.75 I! I ti ; k k' a 6 r 0 °'�'k' 6" ORIFICE = 51.55 CO ! I A. y. hh0 h h �\ { Pry h�. °� , 1 i ' I k' �k$ S �k� 1 �k hk hk� �k� �kK ! a I hk.�\ t h ; , `° d °0; k m I ," k INV 15 = 51.55 HVA'C I /" CHAIN LiNK FENCE C9 W I �� t / • ' y ED E { i i 1 ,iyl , 1 % !Fn ( I S"_7 H Cot', I RA L I I , t 1 k y ,c y GAS TOR BR Ck / METAL SIGN i i i �� L D �, � I,!I I III ' a U 1 i 20 EM GENG`Y SP JSrGN , ti h k. r i ! ! - j h'y. " �^ ' \ y,� h , . 1r �` h 54.5 gk cn� IN 6 ! ! q s ko y f - ��_ i ss- sIG� 4- Al h !! �° � i }h i " 130 LF SWALE ®%0.36k. h 54.0 P �!I a I C I �" 6`� r j {' i i i" i �.. -,...As�- 11 i I 7 t b 13 SIGN 'NCP PA. G' I ! ;h' � 66 0 0 0 0 D SPIL `LW� AT 53.75 I 54� cA;E s h o0000 sicN 'HCP PA G' � - I ; ! � �' 54� _ ; � '' n k /P Of " METAL OVERHANG 1` a- 6 BRICK COLUMNS(2) y' 5/0 ! SI I I I \ b. I hk• I L! 1 L S S k, • h col ( hh6 hh. h I hq' h°6 SIGN '1 MPH' GRASS bx Ihbt ! 3 k•��� i l StGAd �. s 1 1 1 ! ; !rx YN = 53.50�MG it GRASS W wV J WVTPLANS. SIGN `. I I vF r - UGf ha } 5�Ga1z+ S1 SER TRAI , R' I ' 2 LD V6 h° L/P Wj - - - I L/P WI 'y> I RAVEL-� , ,.� _ _ . /, t / , O 4__,�,_-AT 1• I i / CONC. BASE :. CONIC BASE 61 g° 61 $� J t f I " � / MH R1M=53.72 ' S!GN STnP" J` - J. " hk' ( + ::r ho hti' ZTj=40 NW t ^- 6 y h�. �,i 5 f GRASS , 1 = ," " / 3 TPA PTSPiK!.IS)_ 6 h y,"� G� 6� bti6 hb�b 56.L6. h bib 72i h� �U �E25 9 b c}. 11NV-50.g13/ l c is hh� hhh L L/ANENT �11 4.0 h�11 I'hk L' j o li ^`p 56 4, 55 kh MG .' `ASPNAL7 GROUNDIN BOX I > 1 II PRO�ECT ESTJG 'GAS LINE E 7RANSI 4500 56 ry � Y �3 s�54 � 52 i I Lam. / . `' h�' �4. PA `' ; � � �wr� CC a \� - _.h.: _.__ - ---- lex� • : b0 r ,-�I -� COE _____.e� _ OH . j .LD e /55.5` P� k , r /' qJ�J 4 - , w/ GH wry r1 `49.2 . 55 6.. 6 . a� yy tib° k ®wilt cd UGE -- ; hy, \` 55.Q APPL!NGS & S 52 55.0 h y�'- rg6 Iy hr1jr•C gtiV`' �r1 CO ! °1 a 7' CHAIN ' K ab�/ 53 DENS 0" S NV= .2r r h f " B ABOVE cRdL': k 55.5 IPROPANETA.!,tia hh' j'' 54.54.5 so.d3 R12 { ' 1-STORY BRIC T CONICBA6.35 56 Fft=56.5 hbkb hbg y GRASS ` EA 10' SSqi LoI 3.25 t ��` hr ,' x 1 55.95 S 4 hr 1 fi 56 c I ,UT" MRR.A-.- i /` P/a N01 w/UGHT rh hh RIP RAP''v I a 56 w u Stw '\ !!S� 99SRIPR POWER POLE F �.. 56 1 R I GUY WIRES, hb �h yn 56.31 D S tRICAL PLAN E-101 I COMPR4ssoR % �a k ' I01 LL S IC S R = �.6 i' a - --'\ �DI 57 43 0 ,` °g 1,%1.1 FP 00.4H�V. ss (RE,G D €X TINj CD3 GRASS 57.0 k 14833' ) ' �`i, 7' BLOCK WALL ;. II,! ,' / c P w/ h- d LICE r ! 'Fr �� �k,. h 56.71 A l t 1 h. k.- _ k / cot; BASE - a ' , 57.0 rt=2" gk n :� 5 7. z 5 kd ha 0 I 57.0 B CON ------ h_--- --- --- -- - - 56.71 57. PT. �? s) jjj_------ 1`--____---- ,� ------ agT CHAIN LINK '� 4' 'h' ! 1 57 N E �"`5 I S70P' 57G"'�i\ \ okq k° O`) `WjBARBE -----.0 -- - Y 3.46 ` j7W{OD POSTSo 48.5 OHE D6 1a 55 MGj56 gk� f 7 4OAK 9 /! br <' h ___ ----- 9----- 0 J b LTO MARKER hh' - - yti;S1GP: ---.:.�.-..-. .-�.._--...- -.. -- _ - _ p - _ =-- -• hS " ' h _ \ 1 Ok I �SMH L� ,ry a°r / aq D �O� ----- -- - - -- - ------ -- 6-,•-__..- .. g .._.._k yL ----- S'G1L N' 3 - - r 9a iI °•� k /ASPHALT \ k' \ - _ <-..-.. Wit..- g� ---- S� ---- _ �- - �- --- r9r hq' c M=50.14 PA Z h' --- _ � h �- ASPHALT .• I �, !NV(NE) 42 85 . � --'- '6 h k ROAD "` ASPHALT "k.. "h• '� i' PAVEMENT i' 1 !i� rNVS-42.74 -' -- -�:'" r k' hb. h PAVEMENT / m J' b J ` qb . { ()- bg. h -�- - k RANGE - ti - h,. % h l i --'� - ti RIFLE -- T / ASPHALT h��k_ YECLOW40 oak,y hksl �0._..... ............ _.. hka✓ hb° /x°� / _ h _eN 'STOPS _ aO OHE PAVEMEhiT7 h �k - Jl J- 5 - _ _ h' - ' _-_ _ _ hk� ASPHALT 43 _P�� -- �3"$a- - --.il-, - ------ ._--_..-e- ---.-.-.----�. --«-_ - _-�]k.E_ - --.- _--_...,.___-__`_.'.___-__.m.-__-_. __.-� , "�'�-.•h� --" �j BhNO SIGN h �-"Sr - 4Ss0�Pc i ME=56J 5 GV(3,P.T. ORUNN!NNot Dt �° P/P NBEYOND THIS POINT GHT ' J 'khg�'•"j at� lf "b0tj� ; b1�a _ 1 2 3 4 J (DTO 0 61 LF OF 15" CL IV RCP 0 0.40% FLARED END SECTIONS 0 15" FES INV = 51.30 EMERGENCY SPILLWAY 20' WEIR 0 53.75 ECENVE BY: -- GRAPHIC SCALE 0 15' 30' 60' 1"=30' 5 0 IU 0 0 C j INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY EMILY SYLVESTER VIA EMAIL SATISFACTORY TO DATE 9 16 2014 DES NRY IORW ARH CHK MA <<PM>> S LffIME-p BRANCH MANAGER M DURW CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION z f- 5 U Z Ltj J 0 :5 > WQ Z�` W a W t J U Z W Q J Z 0 oYC g 0 C Z J U z w w Q Z � C3 � w 0 wco N J W U LL z T /� LL o J z z Q Ed � J Q $ Z g a z U o scAEe � = 30' EPROJECT NO.: 796M CONSTR. CONTR. NO 1 11 {{{ NAVFAC D 12671430 SHEET 6 OF 19 C-301 DRAWFORM REI1SM 10 AAMOH 2OW C 0 1 2 3 4 Y x • XA5MAL I1 , I \` > '..........t iQ� CONG BASES SFM PUMP/ Y \q bq q1 Z=51O4 c� y kS°AbEMENT SOU YELLO NE 4P• i i SASS I I y� i �'i ykh LIfT STATION �? yk�' yk• yk• yk• yk yk �i' l 0 I`' 1 a �; i X X Y x 1 0 1 7MH i �1 W , ., . I., .",.I„ . Ill, . -,I,- . SIGN S✓*U i 16 RB 1 j r� 54. 4 X! CUT I 4' sM 54 • -J � 1 cA Oti l ? 1 9 k g yy cEN�a I� 1 - J' X Y X - 523 __r _ -y(,J�\�' �I"o' y�oy��yk.� k' xyy Xy �Y Ih� yk. 21•oaK Yy y x? X �i'- 1 - I W , I i I X • x x1 1 i X`_ 1 y1 RIP RAP i `\ i XI ,\ �qk pX >� �Y y/ x 1 f 6 METAL 1� 4 ► W /\ 6fNT PIPE / I i i i I I I I in P i N01 X BUSH 1 \ \\ \\ \ I - / 1, 1 1 1 P� N W/ 1 1 1- i OHE , \ I \ 0 �` X 1 k �� RADIO POLE 1 11 I I ANIENNA ON 1 (2 + I P/P N01 I t y5\ b; -�i �' �' - /�- 1 . , III I I i OpE C9 I ,, \ 1 I Y 14' k _ . By I` # \ : 1 i k 54.5 1 I $I p 9 k I 1 1- 'S 9 I y,Ly y I I'I Fo MARKER y --- PIV _ - CO pY hy' I I x III 4 P/P NOj \ hV y► I I �jJ rin, 24�INE\� E. W x 71 / II I I- , x 1 X 11 >\ `N D FlRE SPRINKLEfY �� ► 1 ELEC PAN€L �p j`6 6 i I I I \\ i 30'OAK `\ BLDG / RJ1110B - I HVAC I\ BASE I I ,' j l 1 1- I y k 0 6 k\ UNIT I J I 1 k �'' y!' kh 1ti �syk. yk. yk yk �0 FO MARKER j COOLANT ASS I �' h�' ti x \--- GRAbEL wax \ • yk x 1 �' �• I �\ I • X X.4. x • / 1 x ► \LINES 10 x x \ f 1 x 1 1 hk' I N11H 4x4 BORDER I 6 ND I I S )\ I j l l 2 GUY X t1 x 1 I, I I I I 1= Fl SS I I Y'm T FED 1 y1' -� MN `I i I ROT* SHED LI P/P N011 --_- - -i i •yyg B \ 11 SIGN y1'; ; �• ; A `\ Ij 11 DA-2 i �x,l� ,,!\ g 91 \ 9 \ \0 k\ �0 LC 6.SS `= I • I YI 7f c})1 I � I yk yk' , yk' yk• ytY X 2.31 AC I I I I x I p= X x Ix \`x x : x 1 I DA-1 % cHa LINK Y I 11 1 1 I I I 1 I x I 4.385 AC IMP = 1.404 IMP = 2.381 1 h8 I I I I i i i I .i CK METAL ,yl• ` cjo• , 7 I I I I I I I I I 21� / �` x \ * 1 I I I I� \- `, \ I S✓(1V 0 1 1 �� 11 1 � h I I I■ I \ % � �,yp•'� q{ `\•,/ wli I �• 0 1 I I i , I I i , 1 y+,?x y"� \\ �F' y"ft . -' yxJ• i • I Ik g I I I x x I a \ Ass s/dd X X 54.5 x y' IN I�j �' �6 �? }°� �' I --_ 4 3 . __11 �4. 9 I x sal I •'9 SIGNWP G' \ I i IIi ii11 liII i, 9 11 .GAi.0 00000 11 �ii iI 54 II \I g -� i- I. - o0000 / j11 II ., i x SIGN �ICP P �__� I C I I•I 54 I I P/P N01 METAL- OMERHANG k �L``aa ti ti. . y1. ORICK COLUMNS(2) '� s' .4 3 \ yk. I �, I I x IA 7' x x y ti Z3 1\ -� yyg I - e. X ` x I BMP 2 I I SIGN '15 MPH' CRASS y1 y1 y1 y1R ky k x h- • ( X i I I . I 'x . 4k I I :: I 1 I _ X x 61' �i ' -�- \ //�ASS � ,�y I I i I I 1 -= xit 3 I 1 I GRASS O / ■ F o \ I i I i I I I I i I`. ill l y�7 yy I I I I 1111 == 11 \ I 1 w --- will, wv(PLAHS) syd►, DA-6 III ; ; i { I 1 h\ UGE � '� � •� 0 � ' `` bE 7Ra I I I Iy I 1 I 1 = I I hI ` % y S. ROAD (OFFSITE) CONC. CONC BASE ' I I �_ AIEL \ 0.120 AC x---- BASE 9; L 6 C9 i iq 1 I ` \ k g1 \ ' aQ x611 ' MH RIM=5I72 ASPHALT LOT SITE BOUNDARY �`� j slo p\ IMP = 0.068 AC ' • • I ' I :: G\-yti' y� x4 XV 1 • •\ kA `� t�D' /ASS x i x 1 1 X• Ix x \ J/ TRAV PT•SPIKE(S) -1 Y � � C = 0.62 f� / _ t\ 1 t'' 0 I q q INV=50.13�x` y� Y X X4p. X ---- _ P 7 ASPHALT till 4y PAIEMENT xyk' \\ `x x GROUNDIN Box i ' - 4/ E S6 4- 54 I` k `� y°k\ : ' P lEiuET ` 1 ko DA-3 i56 - �\ 53 52 / '�qS II N\°p i II \ — — \ .-� �GE (2 Y 4E — ,5v Il , 1 t TO DA-1— FOREBAY �`.. I P� y6 �% -' ��. o CO 1' 10.085 AC - hy1 \: `\\\ �52 LIGHT TELL W15 11 II\a x i xy\1 ® I x \_ 1 SAPPLINGS \ I yy \ XyY ,\ X • co ICI IMP = 0 a� k k 7 CHaN LAIC BARBED xr Y cJo 53 I '� 0 t INI� 1 Xy\ xy ` IFRI C= 0 2 s / 54-54.5 =sao3 \\ I Y i-STORY BR11 1 r x W/ BLOG It CONC BA _\ ` FFE=56.5 1� 1 O I I \ . 1 � p4p. / a D W ► sra ,I ASS 'I � 1 = ��� m' SSFM \1 1 x7' _/ �-1.0 ---- i 1 "NA AC �` S I\ V°I — y\y y\•� x • , I I•x`�� I I ILc) 1y\'�'i x 56 i t >}i �y WIRE P/P N01 wAIGHT t. I E x(p00 \ �� ,y, � RIP RAP ykq � x 56 ------ cod $°' � 56 lyyk SSW sseo POSTS j I x iw i � �� i I °\ = RIP RAP \ U L (u DI ) �" ► G i \ • f T FED CD 9 i I x - I / UN h IUD I ` 4 T W ► y W /' ARK 29 iRP4- I , v 9 I D qk Rl q x CES \\ . I Y / x►� STRI \ = 1 4 SS ASS / o x ; X y BRASS I GRASS X 7' BLOCK WALL \,/ i ��I�� X .` 1 ^� y' \ -� /\ cQ : h'9 yk� yy / ht� DA-4 041 ' ' W 1 / -_ I will,; 1 I X y ' B SE 1 �' %/ x I ASPHALT LOT 1 i �,_ I 9k -----. Y p 9 LIP BASE mil �\ `9� I � 1 .220 AC � p Y �/'�GRA i ZT��� k99 li i j i i -------- �y I SSMH ------------.-------------- b 940 AC g FT S I , —i..• ___ ___---- I / s IMP = 0. X x / m \ IHM=49.67 g y h 1 SIGN g-----------' 1 Y 1 ] 1/ M DI x x 9 k INVj$M)=4326 • T CHAIN LINK FENCE hl`' � '�• x p % y 1 � �h I � 0 '� � k°x k' M'T k INYj'NE�4328 x " �� _N WIBARBED MIRE X by y . ' S k pit` C = 0.7C7 � cyy' � I I � \ ' �' I " `\;\ Y kq -------- 9 - 6 �9 / ------------------�` —.—. - � SI`� > x \ _ _ _ _ w s 1 57 — I ' i. J?1 \, x FH OHE _ —-q----�— 6 _ _ _ '— 57 5 �6 / �1 a�a I Yk �\ `\ 0 4 - L N / '— - x (iJ - 5 56 � � � 5455 _ 53 _ -- vk �Q) Ic F� X 4'OAK� q hyk 4'OAK c� -- 3 / _yh� «—---------- ; _---- -- — ------ — — — - . X p 5'S --- -�_ --—..—..— k �•-�Il�.'i"''------------------_-iri ' ` r -� 1NV=4Q48 n X .�\.y --- 'ham' FO MARKER ------ -yr19------------- _ ll-- - R .\ �' kg SIGN STOP' �.. _ 8-- II _ ---- _• - ---- ---- �.`=.. g,2L•25dN' —� ' `-. DA-5 `.\ �, ii SSMH ti k99`LASPHALT\`�M° BOOKER ---_ _ — --- _ _ __ ---------------- _ _—..Y '' •x Q6—" n __ Y \ RIM_5Q 14 x X PAIIEMENr7I -» .--"- -------» y,. - ---- x4----------- Y _ I g� TO RIFLE RANGE ROADWAY ASPHALT 1K l�h ,N NE)=4265 'i x PA v"�y," X I I / 90 \ o YEllOW 40 x" • p\ __-----__�,------------ 'I Y�� RIFLE 4' RANGE x4' ROAD X�:- PA ENT '�,� 0.287 AC 'WENT Y�61 II lN�'S)=4274 i1 �. x ,�1, - x --- x� MLOW40 0 .j 1 +}� Y 01 '''� $ J I k / IMP = .012 AC _-'- N �TDP� ,4 6 - /4' OHE ASPHALT x - q\ \4. yk• ht' _ _ _-' Y k _-- II kg' y P/P NO1 PA"ENT7 yyyy yylk--------__- s�_----------- y-y __--------- --- hy� yk0\ x ASPHALT �„ r - OHE „y� GRASS � \ t kq� tkfE� SIGN ���x. x R0 x /LIGHT / c X / W y X _ _ __ _ _T_ FH ------= c�� x- t- «F— ==ti ---- SO _ eM a=56.I5 K J p � X x . �x ~ � pi \ y,='�' x�' ry X iJ0 P.T. OR RUNNING P/P N01 G 3 N STOP kg6 � _ _ -- '4' --- ••—»--- - �• ---- P/P III x 1MH_�` X BEYOND THIS PO1N7 W/LIGHT q0\" y N h 4% kg k19 SIGN BOOKER T. WA. I' LIGHTHIGH 6b1A CONDUIT X k �16gY P� N01 Y AN RANGE RD" p/p NNO1 GRASS T�302 W/ LIGHT SOW 40 W/ LIGHT � z Z=IU99 IRAV PT SPIKES) 1 2 3 4 GRAPHIC SCALE 0 15' 30' 60' 1 " = 30, 5 r� IC S INFO APPROVED FOR COMMANDER NAVFAC ACTIVITY EMAY SYLVESTER VIA EMAIL SATISFACTORY TO DATE 9 162014 DES NRY IDRVV ARH CHK MA <<PM>> S LITTLEFIELD BRANCH MANAGER M DURWT CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION z z U Z �U H 0 z LT J J zg Z W Q I Z� N w ¢ I— O i J �Z$ C `Q Z LLJ �U Q 0 z J I- z wWLd W 0- z Q o W V 0 W rc0 N a W U T ^ � � z li w F7 ++Q J z W 4 gzg � U 0 3 SCALE: •� = 30' EPROJECT NO.: 796M CONSTR. CONTR. NO. NAVFAC DRAWING NO, 12671434 SHEET 10 OF 19 C-502 ORAWFORM REVI N: 10 MARCH YOOB 0 n 2 3 4 5 C a w ASPHALT PARKING 1.5% D1 USE SAND BASED SOD FOR BOTTOM OF BASIN 8' � 54.5 1.OYR ..STORM .� �— 27' DO NOT COMPACT INSITU SOILS "A -A" - NTS EXISTING PAVEMENT 8' - MIN. 1 /4" 4" TOPSOIL SCARIFY BOTTOM WITH BACKHOE TEETH MODIFIED TRAFFIC BEARING DROP INLET (NCDOT 840.35) RIM = 53.53 r-CAST IRON GRATE A=36" B=24" PLACE HEAVY GALVANIZED - HARDWARE CLOTH ALONG FACE AND BOTTOM OF STONE SHWT = 45.5 IN BMP CL 6" ORIFICE INV = 51.: En INV = 51.f 'X1'X12" #57 STONE 2" 6" DIA. HOLE :.:. "o- . ..... „ .::.::.. ,. _..:; a`: ":;-�..»,,,;<.; WITH HEAVY 9 GALVARE CLOTH 12 #57 STONE BEDDING (TYP) 1'-0" 4'-6" PROVIDE 2' OF CLASS SQUARE B RIP RAP TO NOTE: EMBED RISER IN FOOTING INVERT OF OUTLET PIPE C1 STRUCTURE 1 NTS SOD SIDE SLOPES AND TOP OF BANK A6 STOP BAR NTS 0 I N PRIME COAT MINIMUM 2.0 INCHES OF ASPHALT CONCRETE, NCDOT TYPE S-9.56 c VARIES 8.0 TO 10.0 INCHES OF AGGREGATE BASE MATERIAL, SIZE NCDOT TYPE o "ABC". COMPACTED TO 98% J ASTM D-698 O m E COMPACTED SUBGRADE o (SEE SPECS FOR REQS.) e A > T A ` A7 LIGHT DUTY ASPHALT PAVEMENT NTS SIDE VIEW 51.55 NOTES: 1. THE INFILTRATION BASIN BOTTOM SHALL REMAIN SAND WITH NO VEGETATION. THE BASIN SIDE SLOPES AND BERM SHALL BE SODDED. 2. THE BOTTOM SHALL BE OVEREXCAVATED 6" AND BACKFILLED WITH ASTM C33 SAND TO THE BOTTOM ELEVATION SPECIFIED. 3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVEREXCAVATE THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY SOIL MATERIAL. 4. THE BASIN MAY NOT BE USED AS A SEDIMENT TRAP, UNLESS SPECIFICALLY NOTED 5. SEE NOTES ON PLAN SHEETS FOR PROTECTION OF BASIN BOTTOMS 1 1 /2" 0 GALV. STEEL POST W/CAP FINISHED GRADE .IL .u.=it a J1=10:7u= 11=.U= Il� ••• 11 MIN. �I NOTE: ALL SIGNS SHALL BE BOLTED TO POST A4 SIGN FOOTING NTS 6" 5" MIN 7/8" DIA — HOLE TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE 2 #4 BARS CONTINUOUS 12" 6 BAR, IMBED 18•• MIN INTO SUBGRADE- 3/4" TO 1" FRONT VIEW (PRECAST CONCRETE) M CONCRETE BUMPER BLOCK NTS CV OF CURB EDGE OF -MENT 3 DOME Ff[-L--P-OST WITH CONCRETE PAINT YELLOW 4"* DIAMETER - SCHEDULE 40 STEEL PIPE —1" CROWN -T77-- GRADE SURFACE CONCRETE FOOTING I� 12"DIA (MIN) A5 FIXED EXTERIOR BOLLARDS NTS * USE 6" DIAMETER FOR DUMPSTER PAD ENCLOSURE APPROVED 3 r SEAL INFO FOR COMMANDER NAVFAC ACTMIY EMILY SYLVESTER VIA EMAIL SATISFACTORY TO DATE 9 16 2014 DES NRY DRw ARH ICHK MA «RM>> S LnTLEFIELD BRANCH MANAGER M DURANT CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION z U U z F- O Z p E,_i J J W Q 0 Z� W ¢ O Z Z <gn O tr cn U Q J z o W W LLJ W > I--- z Q N W 0 w CO co J � Q a � u- w z p J Q Q � J z W 2 U C3 SCALE: AS SHOWN EPROJECT NO.: 796558 CONSTR. CONTR. N0. NAVFAC DRAWING NO. 12671439 SHEET 15 of 19 C-701 DRAWFORM REVISION: 10 1l.AC" 2008 IBJ 1 2 3 I m h }_ h` DRIP 11Nf-� "C �� --- j _ ' \ Dcp1X0O5 7REFS i E / TREE LAW / TREE J D TO 6' PINES AND / - L , 4. l ^J TRAV PT•RAC .ff71 `1 41" EAST r / ,/ •� �PA/NT STPoPW41 G- / 0.915ENfXC.; TREELINf / Twvp,..'MAG NAllfS a i.J. DI n 'S ..� "bY. ! (J)ABOYE GRCIIND .h i1 .' RM SZ09 ! TREE LINE-T ,: ,N 5K ,NE h- l �-1 J PROPANE TANKS sf,' r' INKS)-46.64 5) S - ON CONC BASES 1 Txb{f}=46.63 ,g. , ., ....i 9' i ...' 1�.,:�.-A.-'V' i ; .4M'STAR/-91= 0+ t 7 �q. _..__,/ , _•� %- `.-" `.eP b � r uPr sraTiav j q 8 Pw 55' r' _/ / , J._ -� ,'YAW LINK FENCE W BARBED WRE N h N88' 22' 46.50"E 7� , -,�,"E..: «-�- , -N86' 21 , 1 268.16 'L�J b b �r Ga - - t- • --- r , r xP RA;.. 18 N 190.36I f w ^� , N88' 27 25.42"E �� Oh9 :9� = : _ .. -- e A AEru .' w ''. hti'4, j /•` gi1 ' ' a N 5 y ="�Y UCH' / -��_%'' AW POLE --�- OEM / h`ti ,h' Jy� -- 38.40 _ ;_ = - w __ ° € - Inv t � J - k pia �y _ _ _r - P 1 iL L ak 51' 43.27"E- N85' 54' 48.71 "E aA- N wj RE 9RnrKLEn 1 u4'4.l - �R CONIC BAS'' BLGG j R212bB y HVAC 4 BASE , , BMT I 26SINEW °4 43.84 �� 0 WTH 4x# "rxx 6 1N T o� �� `\- GRASS . LNES' GO I CD I k , h�. a -�qil p wv % - - = ''% gyp''°� I CV __-m 6SS "'-i= -� IZ _, ,.k:0`INW521S . � U�'' E 9 t b__ _ - � � � 1 I \ 0 •\ � 1 { \ ,I I LINK FENCE G W 1 1 I 1! ONG BASE �Z 2'CHAIN l �I I i 1 j \ RIP RAP -,! - Ii I` UNIz1 ' i L/.b wj I11 low, 11 ; 1 �} 4 • ` } CQNc BASE I 0 1 � I I � I� O III � 1 5 I i- iG7 CN j AL V I S SIGN 0 1 � D OP l9Gi� � , - ti \ i GO 3. 65 A I - { I I F `, ` i�. ..F Irv?� •I o 0 0 0 f '{ I SIGN 'iicR P CA "S, I' { $' 4 1 - METALIOrEnWwe S88' 32 45.88 y_.I dQt 9GR�P c Iy t j �91.1 _ 3' 32.915 I.kl( hl" 1 MV=SiTJ I i ' -_- - F�. BRiCK.CD10MN51'1) � �H b I c,�. cf' S2.t tiiNV=52 1 RIP RAP � � h h l j`.. vNr GRASS GRASS .'L h� hi^.� b�! . �kh i 7' , b� ' �� i O ' a0 AssJ �I �. z 111,11i b` `" i GRASS v N51' 58' 49.00"W -w_ GR' wv wIf.i'�•4•rPClJrS) Z 33.08' jj I P/P �j b 24 I VC f .. II. I :I , I },. _ CONC PA"20,T . i+ I _ ' - - �}�j { v wj m w/ 1' 25' 59.55"W A� 2 0 105 8 40' ;,,71V'C. BASEI GONG BASE I (�' w 111' " ' PT�406N 19.05 , s aP �' S 111 "b TRnv Pr.sN28' 52 �p q (� N ilI I l SWCWB/A� v v s j 6 7.3 " 40.011 fI N16' 28' 52.32 E�"E 0 /I { I _ y \G/NOW BOX I \ GONC PAVEMENT - `�y� - ` ;. E TRANSTRANSr � ` -t-- h )1 { hk I�ddddd Y, j \ �` ". - �, cb�d.�- P� co `-7 v5• n- ®- /� yi i. .-;�--- i \ ' 1 �►T (( 1f I -GRASS) Ira. 9 ��� �m� �;AB��E GE N 8' 37' 50.13"EA rGAH' SA-'.N k15^ 4' ti i, s PROPANE 17.10 III l \ i R-SWYBW -LIP IV 954.5 nrRE rF=s6.5 0 l t CUNT PA "ENT � iBOUiybARY CON4 14, ,r l B� oc F fib f RAP l. Ile° fit`--- FRB NYDRANr `` iV. PAVEMENT •i\ I . !� �`'" •�° _ r- I�- O • , •. h - CGNC 8AS( 4 ; i . ' i PRESSOR 1 I a' ZGRASS M`�h +s�s z_ - + {I Vo . 7'BLOCK wau j S64' 5' 15.29"IN h . Z . L/P Wi r ti L/P wj S �0 LICE , 9 F. Z 1 ��za G ease f GOING BASE J j I21.01 S89' 14' 5187 W s�MErnu c ssx' (s N IN90E MH. PI 1 I td'Y=5481 ! i JWNk4i99 4 -GYtASS �' IN I V �••'�aoo- �hry SIGN `/7ACTICAI. _ / y. I b t ----ii bt}N INONED° 0,, .� I + 99N I •RED f.R055,r A Gi33R9 CUT 1, SIGN :SP® LWMI 10.a +8, RIP RAP 9C7N 40 �� � t", III rr� � i �ry�h 7 AED4Q7OiGA' ,n �}y �sjlT� ! ASPHALT 1'1'. j I • i .i AYEMENT � �SIXI 'tEi10 E 1. 3 52.55 SIGN .� LUN r b b�( h4 ,y CUT- 4' • Ix 1 wv III x '- III I RIP RAP I I I p/P NOj wj I f l P 1 NOf, BUSN I A ANT-Y--4 ENNA ON i - (2)GUY" 1p I P/P NO/ 4 0 1 i O .- OFIE I , I1 \ , I I TO MARKER `M Fes' I, I 0 0 fill I f II'i } Bh'\I jlT.f II 1 i S 1 I 2 Y' 11 I I I! i CGW 00645MIS S HEO F P,� , pl I 11I i; III{ i !_S1' 52 01.18E li i 50.8_8' I ill i{I{ �....f-i• i i ��{ ^ I I111 �r I11i1 IIII I{I 00 A IW { I IIII I I11 -0) G! i ICI I I IIII swnR {1I CV I j i l l i I cV N �-2' Gas I `i I I / I !� 111 IIII El � j IIi IIII >� i i j i I-j 11 III I'I -cq 1 f li CN 1 j 1.1 U')__ ---- --- -yt p/P Npj . It aQb If SIGN *15 MPr' AIIR, Ic/) III' �I If �%41 / SS . /' 1 4 } 1 / , -fir / I � 30.76aaE" II b"' h� i , "F.:35.05' hh ` .S78' 55' 49.82"E �a " � I "S3T 08 48.80 E 17.22S54 09' 40.30"E 4'EU.OW16. rr!: lsS a 30.52 FE=60•oa'�-r_"w S3' 15 02.78 E" - \ 31.91 r N87 15' 05.53"E 1 20.92' YI qN pJY ,MKS t .W 4 I CV I� _- Lo f An ` A �s� S62' 30' 02.93"W S40' 52' 24.85"W 13.29' Ili, - c0r 0 0}-?_---_ i_,0 0 �.�4 0h. �_C 8A5_E 4 JhkC 0 •' 06r _ I f Z _ � 23 48' 9RI P/P PSi, hA' RIP r+ -- - - - .. --- - -.• +}F -- ---_- Li.----__c'i.. - -+�'4' 18. S2O pT. 5 l _ ... �\,-=-- - 6 ,--- ",r _-- , N58' 18' 22.06"W 5T�i9.98"W , h 56 -!�- ---�,•- _ � F� r GNUN uNx FENCE � I car s •. m7 � �'i"�' , . 1---_---- k WAIA. WRE� �� I I I /-r CRAN' LINK FENCE ----- - _- `--�----"---'--- ----- -006 h°'� 1 u��=a-- +�5 - - - - - - - - �, � - -1 N7P • 12o ), ; w1d4W WRE _ ; --- - 288.92' :-ASS- 44� 9 �_ , r. A 2. � -- - 7.55� - - - - - - - - 7� Z� 15.12' D lk h 52' 56.822"W _--r"S88' 04' 04.60"W- _ I �N S87 56' 41.32"W` Ij/BARBFD M9Rf pp. /I'NOj� •�jr -_.t_ •#;r. P/P^7 �'`�, ='4 � 4`OAIf 4 4 4"OAK '�. ? Cf1E �FO MARKER _h0'_ -. I ----------------�[.y^--- 40 MARKER y�-� 4'oax` b b�_4oAK+OAx ix5- -- - ----- - _--- =- 40AX GJY4LS - _. ,. _.__----- �- - = -- - _ -'>ac= - _ = --__--__--+�-_-==-N3' 33' 48.76"W "�'' - = _-.. ,.srmi:z •-- �''---_--.. yA> -� `---, DA-3 I'" SSAIN ` °'t< ter' - .. .. _ _ --- -- ---- - - - -� ---- - N - _ - --_- eT --_ - - - - - 4 - 0 RIFLE RA N�NEk42ft5 f4--.52"'-"T• .p..,...__--.P�.. _.._.�.-:_.--•-" ""-`_� .0 Sa'� ,` 6 i^ 4i5�174 tly i 1 ROAD - PAYEMENT�J' _ RANGE T RANGE ROAD -aw f - guow RIFLE -� li - - - -- L T - e �� � �0 i 0D.287 AG P� ONE --- -> T ry® . AYF_MENr T a� y^1k --- -+ ,�_-.. , ...° ...�+.- _ - IMP - _ 11 w9' �ig� _AI x -- r ` �. 1_� `J ._(ylE ..� .� _ _.. 400 5 �� .y' ^y"gCRASS-\ .._�,.._. • AC h i"STcwir a a h --- - --`--- BMas6.IsMCI ) ti e Alm; � _ _ - -• �... _...-.. -., _- .. ---.. - .. REIAVO THIS POdYi / T W1 LIGHT -.. _-_-- __ . �.- k----- �- J 77PMFr- h'r� "NO P.T. GP RUNAHNG JP � � GW3 \ ',g w LIGHT P/P NOj .. "\ f' HIGH 6b1A CONDUIT _ - ._•*� ..---''t3 W/ LIGHT }fiCOW 4P 'OI _ Go P/P Noj iRRA'✓ PT 9'IKE(S) A Wj llGIT m 5 NOTES LEGEND ECEIVEM BY:^ GRAPHIC SCALE 0' 40' 1 "=40' 6_wQ m a a 0 9 SEAL A/E INFO FOR COMMANDER NAVFAC ACTINTY EMILY SYLVESTER VIA EMAIL SATISFACTORY TO DATE 9 16 2014 DES NRY DRW ARH I CHK Mp <<PM>> S LMLME•p BRANCH MANAGER M DURANT CHIEF ENG/ARCH B ABBOiT FIRE PROTECTION o s V= v z m F- S Z E,_i J V Z Q I N WF ¢ ~ E3 I m z `Jrtrt RNA. Q V z W $LILJ CL Z 0 w W Lw w E. z_ Q 0 LLJ w 0 W rL5I CV 0 w U r �LaL� Z o W ~Lw ; W Z gg U 0 3 SCALE: AS SHOWN EPROJECT NO.: 79M CONSTR.. CONTR. 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S-AE(S) 5 NOTES LEGEND NI��.-mow s SEAL INFO ' FOR COMMANDER NAVEAC ' ACTN P SATISFACTORY TO DATE DES NRY I TRW ARN CHK MAD <<PM>> A LABIDI BRANCH MANAGER M DURW CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION 0 5 U H s 0 Z N w I 0 O W I In Y z La Q 0 wi J m t7/0 /p4�/ 03�� z C'3 x w LLQ Z w O z U Q Z 0 CAO 1/a7/11 Ir w w w w 0- Z LLI W o W rL c a N O lidQ N a AUG 2 1 2014 o J W W wI`�' w - m Q J V Z z 11 U SCALE: AS SHOWN GRAPHIC SCALE CONSTR. CONOTR. NO. #H#H-u-:-mH Al DRAWING NO. ######## 0' 40' 80' „ 1 =40, mmmmmmmol SHEET ## OF 19 IN C I 11 1 ' 2 ' 3 ' 4 -- - 7 -it - - 5 o (Mlil PENSpN: ,o MARCH 2"08 s- - 2 3 0 W w IL 91 9 u W GRAV ARKING Aml MARSOC, CAMP LEJEUNE, NC NAVAL FACILITIES ENGINEERING COMMAND MID -ATLANTIC MARINE CORPS NORTH CAROLI NA I PT, FINAL SUBMISSION - 07/08/2014 NORFOLK, VA _ SHEET LIST TABLE SHEET NUMBER SHEET TITLE NAVFAC # G-001 COVER SHEET 112671425 C-001 LEGEND, NOTES AND ABBREVIATI❑NS 12671426 C-100 EXISTING CONDITIONS AND DEM❑LITION 12671427 C-200 OVERALL SITE LAYOUT 12671428 I_ _12671429__ 12671430 C-301 SITE PLAN - --- - GRADING PLAN C-401 ER❑SI❑N AND SEDIMENT CONTROL PLAN -PHASE i! 12671431 C-402 ER❑SION AND SEDIMENT CONTROL PLAN -PHASE 2 12671432 C-501 PRE=BEVEL❑PMENT DRA04AGE PLAN 12671433 C-502 POST -DEVELOPMENT DRAINAGE PLAN 12671434 C-601 ER❑SION AND SEDIMENT CONTROL NOTES 12671435 - C-603 rt - C-60-4 12671436 EROSI�N AND SEDIMENT CONTROL DETAILS - __ EROSION AND SEDIMENT CONTROL DETAILS - - - 12671437 12671438 C-701 - SITE DETAILS 12671439 C-702 SITE DETAILS 12671440 E-101 ELECTRICAL PLAN 12671441 E-201 ELECTRICAL DETAILS - ELECTRICAL DETAILS 12671442 12671443 E-202 N/A DESIGN ARCHITECT N/A DESIGN STRUCTURAL N/A DESIGN MECHANICAL DESIGN ELECTRICAL NAVFAC COMMAND COMMANDER NAVFAC / B.L.T.L. DESIGN CIVIL N/A DESIGN FIRE PROTECTION 'IN '�"''W tp p BAN INTERIOR DESIGN ECEIE Q JUL ti , , 14 GEOTECHNICAL a 0 NRA su" A/E INFO APPROVED FOR COMMMJDER NAVEAC ACTMTY SATISFACTORY TO DAi_r nFs NRY IDHvv ARH OHK MAD <<PM>> A LABIDI BRANCH MANAGER M DURW CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION 0 5 �U� U Z 0 Z o J W Q I o O N Y z cam_c W G B L UQ f O � cl ¢z �Q z 10 U Q w 0 a = � Z J W w w o Z Q U W ��RR V W_ CO ~I co Z J r WTI � z 0 J LL Q � Q U Z o� sGA�e 1 = 30' EPROJECT NO.: 79M CONSTRR.CONNI NO. j1j� fHW-A-4-/ni NAVFAC DRANING NO_ 12671425 SHFE; 1 0: 19 G-001 J 211 WA 1 ' 2 3 - - - - 7 — -- I �YIFORY REVISION: 10 1YRCX 2 3 4 I 5 I� LEGEND: EXISTING NEW L6�1 n TC20.55­,� TOP OF CURB OR CONCRETE (TC) ELEVATION �G Tn5 ELEVATION OF GUTTER, PAVEMENT OR GROUND 19�ry 20.55-,,,,,. SPOT ELEVATION rho TOP OF WALL (TW) ELEVATION BITUMINOUS PAVEMENT a E a BOLLARD N BUILDING (BLDG.) J CENTERLINE DITCH/SWALE ICONCRETE (CONC.) 1 CONTOUR o I CURB AND GUTTER a' EDGE OF WOODS a w FENCE R w' I GRAVEL w I SIGN 0 0 TOE OF SLOPE (T.O.S.) TOP OF BANK (T.O.B.) 3 TREE U) W H OVERHEAD (OH.) LINE a z ! STORM (S.) SEWER I UNDERGROUND (UG.) ELECTRIC (ELEC.) WATER (W.) MAIN FIRE HYDRANT (F.H.) B WATER VALVE (W.V.) SANITARY SEWER MANHOLE 0 ICLEANOUT y GUY WIRE HEADWALL (HDWL.) TELEPHONE (TEL.) PEDESTAL (PED.) ' UTILITY POLE IUTILITY POLE W/ LIGHT BARBED WIRE INACCESSIBLE 1 INVERT A ( STRUCTURE TYPICAL E WITH t i CONC. CRA6IEZ T.O.S. 6 E OH ZZNE tz" Es E 00 EZEC 9" E. W. F- 7 TEZ. P0.. W. /A ,NV ST-?C. rvP $"W *FH H 100 LF OF 8" SAN 0 1.00% ♦ CO CIVIL ABBREVIATIONS: A/C AIR CONDITIONING UNIT APPROX APPROXIMATE MH MANHOLE BLDG BUILDING BOL BOLLARD BW BOTTOM OF WALL CONC CONCRETE DIP DUCTILE IRON PIPE EJB ELECTRIC JUNCTION BOX EMH ELECTRIC MANHOLE EXIST EXISTING EP EDGE OF ASPHALT PAVEMENT FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FL FLOW LINE FM SANITARY SEWER FORCE MAIN FO FIBER OPTIC GV GATE VALVE INV INVERT L/P CONCRETE LIGHT POLE LOD LIMIT OF DISTURBANCE MG MATCH EXISTING GRADE NIC NOT IN CONTRACT OHE OVERHEAD ELECTRICAL PIV POST INDICATOR VALVE P/P POWER POLE REM REMOVE SCO SANITARY CLEANOUT SMH SANITARY MANHOLE TBM TEMPORARY BENCHMARK TEMP TEMPORARY TMH TELEPHONE MANHOLE T PED TELEPHONE PEDESTAL TOB TOP OF BANK TSV TAPPING SLEEVE & VALVE TW TOP OF WALL RD ROOF DRAIN LID UNDER DRAIN UGE UNDER GROUND ELECTRICAL U.O.N. UNLESS OTHERWISE NOTED WV WATER VALVE VB VALVE BOX DEMOLITION NOTES 1. REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH STATE, LOCAL, BASE AND INDIVIDUAL UTILITY COMPANY STANDARDS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. UTILITY NOTES 1. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON FIELD SURVEYS, AVAILABLE RECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. THE CONTRACTOR SHALL OBTAIN DIGGING PERMITS PRIOR TO START OF EXCAVATION. AT LEAST 15 DAYS PRIOR TO STARTING EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER TO ALLOW MARKING OF EXISTING BURIED UTILITIES. ALL EXISTING UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY AND COORDINATED WITH THE CONTRACTING OFFICER. ANY MARKINGS MADE DURING THE UTILITY INVESTIGATION MUST BE MAINTAINED THROUGHOUT THE CONTRACT. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS ASPHALT OR OTHER IMPERVIOUS SURFACES, THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY SHALL LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT. PRIOR TO CONSTRUCTION, THE SITE SHALL BE SCANNED WITH ELECTROMAGNETIC AND SONIC EQUIPMENT AND THE GROUND SURFACE MARKED WHERE EXISTING UNDERGROUND UTILITIES ARE DISCOVERED. THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING UTILITIES AND ANY DAMAGE TO THE UTILITIES SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY WITH ALL THE PROVISIONS OF THE GOVERNMENT, STATE AND UTILITY FOR UNDERGROUND DAMAGE PREVENTION AND HEREBY AGREES TO HOLD THE GOVERNMENT HARMLESS AGAINST ANY LOSS, DAMAGES AND CLAIMS OF ANY NATURE WHATSOEVER ARISING OUT OF FAILURE TO COMPLY WITH SAID PROVISIONS. 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. PRIOR TO ORDERING MATERIALS AND BEGINNING OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH THE EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS -OF -WAY. 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE CONTRACTOR WILL NOTIFY THE CONTRACTING OFFICER IN ACCORDANCE WITH FAR 52.236-2. 4. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH BELOW SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY. FINAL DESIGN AND LOCATION TO BE COORDINATED WITH THE CONTRACTING OFFICER. 7. MAKE ARRANGEMENTS FOR AND BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR ALTERATION AND ADJUSTMENTS OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY THE CONTRACTOR OR BY THE UTILITY COMPANY. 8. UTILITY PIPE MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS, UNLESS OTHERWISE NOTED ON PLAN. 9. FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. GENERAL NOTES: 1. UNLESS OTHERWISE INDICATED, ALL EXISTING STRUCTURES AND FACILITIES SHALL REMAIN. 2. ALL DIMENSIONS ARE TO FACE OF BUILDING, FACE OF CURB AND/OR EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED. 3. SOD (CENTIPEDE) ALL DISTURBED PERVIOUS AREAS WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE SPECIFIED. 4. NO EARTHWORK SHALL BE PERFORMED UNTIL ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. 5. ALL GRADE TRANSITIONS BETWEEN NEW AND EXISTING SHALL BE SMOOTH AND GRADUAL WITH NO SHARP OR ABRUPT CHANGES. 6. COORDINATE THE WORK OF ALL TRADES - VERIFY ALL FIELD CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. 7. EXECUTE ALL WORK WITH CARE TO PROTECT FROM DAMAGE ALL ADJACENT EXISTING FEATURES THAT ARE TO REMAIN. ANY SUCH DAMAGE SHALL BE REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 8. FINISHED GRADE OF TOP SOIL (AFTER COMPACTION) SHALL BE 0.5 inch TO 1 inch (MAXIMUM) BELOW TOP OF ABUTTING PAVEMENTS, SIDEWALKS AND CURBING. 9. EQUIPMENT AND TRUCK TRACK -TIRE CLEANING/FLUSHING STATIONS SHALL BE ESTABLISHED AS NECESSARY TO ENSURE THAT NO MUD OR DEBRIS SHALL MIGRATE FROM THE CONSTRUCTION SITE TO THE BASE ROADS. 10, ALL HOLES, DEPRESSIONS, EXCAVATIONS, ETC. CREATED AS A RESULT OF DEMOLITION SHALL BE BACK -FILLED, GRADED AND SEEDED. 11. FIELD VERIFY THE ELEVATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTING UPSTREAM PORTIONS OF THE NEW UTILITIES. ANY DISCREPANCIES SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. 12. CONTAMINATED SOIL SHOULD NOT BE ENCOUNTERED, HOWEVER, IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL INSPECTIONS DURING EXCAVATION OPERATIONS, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS. 13. THERE ARE NO KNOWN GROUNDWATER MONITORING WELLS WITHIN THE PROJECT SITE, HOWEVER, IF AN UNMARKED WELL IS DISCOVERED AND INADVERTENTLY DAMAGED, STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS. SURVEY NOTES: 1. TOPOGRAPHIC SURVEY BY THE SPECTRA GROUP, INC., A JMT COMPANY. DATES OF SURVEY: JUNE - OCTOBER, 2010. 2. HORIZONTAL CONTROL BASED ON NAD83(2007) NC STATE PLANE COORDINATES, U.S. FEET. 3. VERTICAL CONTROL BASED ON NAVD88, U.S. FEET. 4. STATION BENCH MARKS USED: PW-2 AND L3 5. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. J 6. LOCATION OF EXISTING BURIED UTILITIES BASED ON FIELD SURVEY AND FACILITY REFERENCE DRAWINGS. COMMUNICATIONS DRAWINGS WERE NOT FURNISHED BY CAMP LEJEUNE. PRIOR TO EXCAVATING, BURIED UTILITIES MUST BE MARKED BY A QUALIFIED UTILITY LOCATING SERVICE. 7. FOR CLARITY OF PLOTTED TOPOGRAPHIC SURVEY, TOP OF CURB ELEVATIONS HAVE BEEN FROZEN IN THE DIGITAL FILE. 8. LIMITS OF WETLANDS SHOWN WITHIN THIS SURVEY ARE BASED ON A SURVEY ENTITLED "U.S MARINE CORPS BASE CAMP LEJEUNE WETLANDS SURVEY MARSOC CANTONMENT PROJECT AREA - ONSLOW COUNTY MAP DATE: APRIL 26, 2007..." PREPARED BY CHARLES FRANCIS RIGGS, P.L.S. 9. NO WETLAND ARE IDENTIFIED ON THIS SITE. 10. SURVEY CONTROL POINTS, SEE SHEET C-100 11. SITE IS NOT WITHIN 575' OF HQ WATERS. JUL BY: a 0 0 0 SEAL A/E iI APPROVED ' FOR COMMANDER NAVFAC ' ACTIVITY -- -- SA?6FACTCRY DATE-0 DEC NRY I;RV! ARH CIiK M «PM» A LABIDI BRANCH MANAGER M DURANI CHIEF ENO/ARCH B ABBOTI FIRE PROTECTION o s U65 U z m H s Lli 0 Z �t U S J J I- = o W ¢ I N Y zoo W a L r o W t J az 0 LL¢ Z �O U C3 a z J w w W z Qrt w (J wr $ 00 CV z :3 r U& E c� �¢ U-w w z 0 J a UJ z¢ uj UJ � ¢ U azz_ Q_ CL o � U SCALE AS SHOWN EPROJECT NO.: 79M CONSTR. .CCOjNf�R. NO. NRV5AC ORAWINC Nf;. 12671426 =EE: 2 0 19 C-001 cn z 0 Q m m 0 z Q <d w 0 z 0 z w c� w J C 0 t• 0 2 3 ' 4 - --7 w. , T". 5 DRAWFOMI REVISN711 10 2(p9 s 1 � BASE,, .>FV �M 404 IS GENERA ;,R� 5 _. -I GATE / �Ag cAa -�' RAC S 4 r, �9 FIRE 5PRI1,/L.Ej'/ --. �£�y FA�lfrl_ 'l JY'af/ BLDG P.Rd2C' ��T - 'j ,Tp , t i 104 kASL ( J I \\ N07 3227"E 836.23' PT#=205 h TO PTJJ204 Q N. 308415.705 ¢t" - -- EX.. CONC MON. a EX. STOP I& N 2466833.545 DISK L2 °j Z=50.38 Zq�. TRAV PT. SPIKE(S) / META! EX. SSMH 0 EX. h 2 FM _ 4 S� PT#=405 N. 308910.738 E. 2466629.870 Z=55.04 TRAV PT MAG NAIL(S) 59.71 \EX. GRAVEL\\\� 3 ` ,-PT =4-05 -ASPHAL, D SULIv) YE, A TR.AV PT YAi; t'M1. UIVI kk •/ ` A 4 SSFY _ c n. �` Win, hA� _ I —`w - -- - I I y�LCATE POWER GRA'✓F_1 ! j 1,11 NA ON TOPS -tom t2JG 1 I - :oj 1' Rip RA'J""-F,%a NG'if t f 4y , i + ' PROTTi, POWER POLE i I a lii ` it : 1 LD r 1 i l I 'k, i 41��i A�G'kilc00$ k I qF ry 1 4k gAA _ j *; ••,l SIGN \� i'I " PROTECT �*ATER MAIN a Sf b LD C — -';-- b I MLrAl MRHANG i -� � i 1 c"' BRIL'K G'OL(MNS(2) / t t t GRAS.. 50 SGN�•� t , � � ,1 t tl ,, .RAss wV i pi _ y 4i SSN RESERVE TRAINING GEhi' u I LIP W/. v r.1p H,; SnAvtL- `�\ A5 uONC. BASE - I� C!iNC' kA;E - ,y -lip„ \ �\ hgb �\ — A0 \\ GRASS 3j TPA hr SNik' ..- ,_._'� _ .- _ k1.6 `L Fr t p rh. f�EL�CATE POWER �OLE ti 1 � esPHALr `b -'EIN L kgg OCATE POWER POLE�•C., j -RA / �"'fY' { r7. },.✓-,f l ••y_Y-�.'�--Y'yY'Yy'Z j ^.'A ��- /l q', i` I - fA a ..`ram ltry RASS✓ "h';' gk.j \ HVAC UNIT 4 5 I g. .10 NOTES SG`9o, S 6 I �a k? 1. REFER TO EROSION CONTROL SHEETS PRIOR TO DEMOLITION OR I i 'qx �. a gke4 'yo° y5° �°y .F�'k' t oA A n i `' SITE PREPARATION. r : _51116 T , N✓-. �,, , t r,i, P�L RIP RAP P� v hq'ha° 2. VERIFY WHAT UTILITY IS BEING MARKED AND REMOVE PIPE. PtNo#, 5 Buses4. IF DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD UY INVESTIGATION, PROJECT ENGINEER SHALL BE CONTACTED. iARKr+ t"o .• 3. TRAILERS TO BE REMOVED BY BASE PRIOR TO START OF t h'{, + y +y k `N a ; 30'0AK CONSTRUCTION. kc)ghk { �,b"hA"' , �, ;"' y ;40 FC• MARKER \� g 1 r \{ Try' 4. ABANDON WATER AND SEWER SERVICE TO EXISTING TRAILERS. t B RGLA£S q ` Itt ;_ t `W , ,-.i T RED g j coli��T�uN+nanoN� srlED 1 PAP Nc _J 5. ABANDON ALL ELECTRICAL FACILITIES TO EXISTING TRAILERS. I�30 {{ 2 6, CONTRACTOR TO BE CAUTIOUS OF OVERHEAD POWER LINES WHILE I sPE=b WORKING ALONG EXISTING ROADWAYS. yk9'1 yg hk gk\� gkA, I{5k5�}'k� hti:� 7. SEE ELECTRICAL SHEETS FOR POWER POLE RELOCATIONS co r � I '�� 8. NO WETLANDS TO BE DISTURBED ON THIS SITE. II ' —< PE GAS , ill 1 5' g: � \ Df` Y' � � �LEGEND $ EXISTING GRAVEL TO REMAIN AS SUB-BASE WHERE COVERED BY A MIN. OF 8" OF NEW GRAVEL 1,�1g+�{ � +� cy9 1 SIG:, "15 MPS " I I t 3 ! I DEMOLISH AND REMOVE EXISTING GRAVEL WHERE NOT COVERED BY A \ MIN. OF 8" OF NEW GRAVEL I I't't Mrr ,,M LD LIMIT OF DISTURBANCE 'g j tit h`L h�61 hg9q xl , GN'✓=50.131i.`� `L I G�4' V66 � h�h�k��M np c, ��g I h _ PROTECT 4XIS, NSANITAR� F6,R FF, IMAIN /__ � ON SITE LIMITS OF DISTURBANCE 1.70 Ac. OTECT EXISTIN" ASPHALT I; _,p " OFFSITELIMITSOFDISTURBANCE = 0.53Ac. PAVEMENEP . I' WA FR MAIM �q6 II i R. { ', , (THIS SHEET) (2�GL'Y _ _ — F-_ _ CHE _ - -+ - �k 'I.` -r , P/P NOy i : FFE -56..,_ --- , a a5 Mom'-'. _ _'I -"� - t 7- / ,rt PROTECT 1 POWER POLE S ,, P/P ArF-F x + W/ LIGHT YF�Li �• , 4 : v y f rG `J. S ,J In C Cn ArPL1P.-.,S & r„*'ERG MIXED TREES �\ F AB V C=r'" , p RAIN L,'F(K ✓rj BARBED MRy::" tie , ', DrNSE BPLlSH AREA r T PRID If ,. q 9 c> h 1 o.4' i JS 57 FIELD B ; r 3^ j T-' f OFE7CE i t ---- ABANDON C.O.-REMOVE 3 g BELOW GRADE AND PLUG 1 nggi t 1,, ^A �z it b _ c; . i:�._..y.:. ,�...�..u....✓+ o <rV cw }' / , iJP,i POLE'✓NK G'SGl T-_.- ��. 4X4 #000 POST ri/ -AIR C,01PRiSSCR •.!- Mt. ntSPEAKER BOX -Ell SAPat,NG` A I m{o t.,r t: r A �::A �J7Ri fS ( M --S5 0 , j �i' .. 4 '� —._r-- ;� D � ( 3-V _ ` BLOCK WALL aLDG jrR,R120G 9 b TRAILER / g h uGE BARBER SHOP FFE=59-41 1 ti'' — hh' YA' �r A CLEAR AND GRUB ALL AREAS " A BA>"E h r sr 7 WITHIN L.O.D. EXCEPT AS NOTED IN CIA IN, UNx E : ` \t f, _✓..r,..Jr.1v pJS. �,�. PF_ FO MARKER LANDING `�'% c. (2)G1;Y /-l-Ai�J-.s �.A...,_3../....+.J�i.l-`l hr W/STEPS g, h p =.s- xi_ Tc RIW� -- OHC arA i5-�IfA'�`— f DJU� -GRASS h yk IC a JF ^ A A r '� 4 vAX ..., f 4 L1G MARKER c,^,,-.',... -- - - ._ , -<__ ��L. - a3'_ B � G h- -.. 1 `'kA ROAD ."?-,L.ASPHALT .5- __.___ RANGE PAVEMENT ' d / RIFLE a N` ---u- g ASr"HAS, PAb£ME4T - ASPHALT - y' _.. ✓ ,PE - _ - H --- -- .� (;PASS F4 r `+ _OR RUNNING BEY;C POINT" _ _..-_•� ._-. Wt LIGHT F/P NO# GRASS-� NIGH sail CON'C2%1T W/ I H, P 3u2 2 53.99 TRAV PT'SPIK£(S) TOTAL DISTURBANCE = 2-23 AC i G'SSfM� t'', L�' I O"O,V�� �/ ^� 3Nv-4s.2, AREA TOBE VEGETATIVELYSTABILIZED = 1.13AC {I Nam.,, 1�1 r 'NAVFAC'; 7' '`RE OCATE PHONE PEDf+STAL, Ij ,k` ~ SELECTRICAL 5 yJ ( GL,`yTPOL QI { + i k j SSMH ` OD I t voy� t2)GUY >?`_ OS Ts o T PED ark AJArKt:4 4fi'R29 ' i 4PP4-2 CA53A51--; `< _ —CRASS —/ r f IROVCT FORCE fvjX PROTECT�1 wr eST VALVE(BOX GAS LNE 20� PT#=2G5 CD GRAS ' Z=50 3B ; r g i SPAT P(spn(6 ,) ; ( SIGN j� ✓, r � g�' iMONGISK L1�� / d , FH RAISE HYDRANT • _ , I j PROTECT HYDRANT wc�oG Po a ,s l i WITH 3,SOLL�DS, - _'41 n � gV. L ASPHALT : .• '11,Sr j PAVEMENT'S �` 2 JF' N , A� STOa' PROTECT, EXI N GAS LINO y N1RE i"' g i %' NO/� w/LIGHT -ilp PAR ` 1 ELQ% A / �IRES �-GRAss- � '1 � �... I STING � tit G7 V : .v S31,tri r�. FPf s �c; J � BOOKER SSMH a'.' AG3 I-- ASP11AI T '. �: RIM-5014 PAVEMENT I , fNV(NE)=42.85 INV(s)=41274 ; /` AdDo a� 50-±E \ izi c-o k P k• f `-SrDa „`. 4 4 � ` P/PNo FELLOW 4Ck0 �' i w;i ueHr TEMPORARY BENCHMARKS --SEE DETAILS THIS SHEET BM 205 BM 405 �PxsIF- JUT. 1 1 2014 BY. GRAPHIC SCALE 0 15' 30' 60 1"=30' W 0 SIN /E NRD APPROVED FOR COMMANDER NAVFAC SATP,WTOq1 VD . _ )Fs . SGM .,lu+ ARH cHK Mqp «PM>> A LABIDI BRANCH MANAGER M DUO CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION 0 5 Z U Z a f= E d �sG U Z X J Wig= o w ¢ I w 0 = N Y _ Ell U O Z fn t Ed J O F= U z c) 0 ai Q Z w 0 Z a Q 0 Z J N Z w w o w m Z Z 0 o w (� w tz Cfl Z H 00 N i J — T X W w U a LLL z O J a z Q W>m Ld � Q� w - w gg Q 0 3 U 30' EPROJECT NO.: 79M CONSTR. CONTR. NO. i1u NFY. AC DRAWING P1U. 12671427 SyEFT 3 of 19 C-100 1 C no m 1 1 2 3 -- _ -- -- - - - - r - - s Ell I OwxxsUaUl P£Y15pN: 10 M H 2009 1 1 2 3 M AV P-MA" NAr S 0P4 ,E TPI PTg bA.TG r_TALsu Jrr0 r S_M PUMP/ i,:E r, bfT S1A77ON _ TRAV PLMAG LA4kS ,�„� a. ,., — - _ SIGN "S00i " - •ORB TW - - - 4' SS _I-- yH fir.. I ilu -- 4' SSFM _ I I INV=53.1E P I I ,� RiP RAP \, W \ I ✓t IPA - _. _ I P / h "I I N'0#. CJ BUSH � 9NE I i��`-�.._ d i� j r,V "�/'�,1 - _ CO I RIP RAP-_ I I \ 0 P -.�< y,L11 IW/IR /' r h_V- A __i_ CONK' BASE C/00L AN7 b: HJJ GRA 6Fr. WA W IH 4x4 BORDE '"'.,' � 1" N F DONS SNEC I P',,AI � j �— c i I t \ I I I i �' Y'l -� •�i v I I SIGN � r � Q CRO?,hf+INC 3 � I I I I I I "SPEE LIM17'°- BC=X CG 6 "SS col 1 Iilii �II� II l A N +d FE: ✓AC ra' a \ I I I MP #2 4' ry =1 o Cb'h. 9 Sf GPAfF I IIIII SWa I I S� -2' PE GAS cD a I t I 1} I ONOKWAL---------- I I I ®II I , It SIGNHOP PARKING" OlvERHANG B{rrX CO<UMNS'(; y` c_I w� I [`S - I IIII I I I U A, EIIII i �' I 1 t o - df -' •-- -� I - _. )4'4i P n,SSJ { W -i 6G;EF_H I�-., SIGN 'RESERVE TRAIN'!h`G VENTER CONC BASF �1_1 o I P7A'-408Nk ,.xa GRASS- 56.06 o. 3 TPA ✓PL'SFIKE(S)-� y �_ -, :. _ -- -- .- _. '-------1-_- ,�._._.. i 11 ; 3 :ice I ,i = � /,` _.r,._1_- j j nNi ✓`L'�.'r .. '' n I 1 GROUN'DIN'G BOX-, ASPhAL fA PAVEME" Ns �.,.rn a 7 H'✓AC UNrUGE T ji ^ o t o 'F/ •'�`� 0t 11 REBAY - �� -rc 6 iI i /„0f6 FO Wj L rGhT YELLOWlS o I Tom"`. SITE il _L T i� 4 I) SA.FPLNc., Pl Uhr.;;:r -, -t ' �. r� '� - . � ,. � it t y • ,'Pv ^f E,'r"t+B'�t h1nz�. t / !hr`Y-49 B PROPANE- TANK . `3 - s P12, —� { 1--STORY & ICK / METAL. t i! d y FFE=56.07 ;,1j /' ,.Y „GRASS` UY POLE yF d i t dGO T i`AU YIr I - � ol------.'---� ,{,RPa- 0A4PRFSSOR - PON 'Di a5 - - cil r T•- cr� i� C— �— J � .5 �. � ---� � � h 3 :. IrRAJ I V i � 1 _ � 7' BLOCK #'.-'_ I /J .,�--t-.------ t// a m CGNC BASE - iRA✓ PZ'SP1K (S)- Y SIGN I --- -- -- 7' CHAIN LINK FENCE r ' ! / CO,"JCREic "SLOP I ! f I �� ----- � MONDISK L2-'F., . ----_ k/BARBED MRE-� o +----- ?i L RAIP_CST OHEa ' 1�GRAJC /. Ip(i� - -- - - - — r — —� — -- S!G'. 2v Mar" _. — ,..� ---- ----- - -- ! nsPHAtT j II _ €� r L ASPHALT_ P.AIcMENI Fj I) ! E L PA✓EMEN- _ t t — — / vER — �, - ASP�AL _ - - _ i JHo RM ° T OR RUNNING !'/ hG�!{ P - TMH �V BEYOND ,MrS F01NT" - W/ t 7 W/ LIGHT z - ORASS»\ H/BH 6"D!A CONDU'!T I FED I ! I t Q o .�. 21 "OAK sr hFO MARKER I ��p� 24 F',NF_ I YJ � j A _` OAK �FO MARKER I `,0 a MARKER x 4 I i + (2)GLl Y cM r ) xL� of '!( 7 i i �I II j I I �I I P/P ,NO#' SIGN "15 MPH" ! 11 I y i I I� O MH RIM- Id 72 I 1 I I I y 1 2.I III. �I t AREA LINE I V 1 ( —"may tC" SS�f I I .: I C K�0 ORE i�" P/r' NOj w;/IGHT �tE I - d,•P RAP I ` 1 I 1NV(NF,=4326 WV(SW,'=4G.26 rH � 1 QD � Do v a t SMH LA'PHAIT \ 30 KEf? r VIA'; Rlm=50.14 PAVEMENT \. NV(N'E)=42.85 J / N'V(S)=42.74 j cLLOW 40 5e I �'J _- OH_ n N �2 crGN _ "STOP I 3' `-S/GN '"BOOKER L WASHINGTON rL .I' I AN RANGE PD" c YELLOW 400 P/P NO// 5 PARKING SUMMARY TYPE DIMENSIONS SPACES REQUIRED PROVIDED PROVIDED STANDARD SPACE 9' x 18.5' 9' x 18.5' 125 STANDARD ACCESSIBLE SPACE* - - - VAN ACCESSIBLE SPACE - - - MOTORCYCLE SPACES - -TOTAL SPACES **125 DENOTES ADA/STATE/LOCAL REQUIREMENTS ** SPACES ARE SHOWN FOR CLARITY AND ARE NOT INTENDED TO BE MARKED ON THE GRAVEL. GRAVEL PARKING LOT JUL 1 2014 GRAPHIC SCALE 0 15' 30' 60' 1"=30' a 0 SFAS NFO ' FOR COMMANDER NAVFAC 1 ACTT 7 <ATI TA TOV ' DATE �,Es NRY (ERry ARH ICSK MAD <<PM>> A LABIDI BRANCH MANAGER M DURW CHIEF ENG/ARCH B ABBOTf FIRE PROTECTION O S a U U Z S LW U Z 5 J zgz o w Q o N U z G O NW W 1 ' QZ Z J c G `> Y o Z Q /UR V LLJ Z N W LU W J ¢ C3 w W O W 1z 00 N $ J : & r w U c� �Q ILA W Z O J z R- Q J W Q o � U zg� M U 0 3 SCALE: 1" = 30' EPROJECT NO.: 79M CONSTR. CONTR. R. NO. 1 1M N,Vr AC FRAME,- NO_ 12671428 SHF:F 4 OF 19 C-200 I C 0 1 1 2 ' 3 r 11 5 onnxsora NEVISpN: 10 MMCN 20 ra V f 1 1.� 1 :1 •.1 1 ri I 1 1 2 3 L11 5 w z :\ TREE LINE ; x x g yb!' T PE 0 \ \....... 1 0 / 6g b� x �Pr/=404 ybti gk6. x5k' hb� S1gV 'SPEED LIMl77"�� �`. 5b' Z=54.62 ` �`' c�• �'' hE`� ' .. TRAV PT.•MAG NAILS x y (3)ABOVE GROUND Vh Vti 1° k'S �` 1� ba° b°6 0 k6 \ b1 : b• PROPANE TANKS gb' bb' hb x 5 x x 5 x ` � ASPHALT ' � I _P = ON CONC 3A.SES� ,.F r ^ b^y'AVEA9EN7-��/ h0 SGtiGjl YELL04 _A TRAV PT MAG P:rye ,iak' yak 'k-il•_.�=�,-hk �. SIGN �WIRE LAP u, b �k. sa xh -- -- x k' 4' ssFM y-�s -''' _ 53 54 - `e�, - ''\ e _ _ cbh GENERATOR 55 GATEj I� x W W I',., ni _K --{52 51 -----h x5"� 'xOk Y'�c BMETAL 6 4' S I W AVEL I'' I',i i Ix x I VENT PIPE h� I r I j , IP/P N01 W/ ,ySk \ K • \.r PAD10 POLf I I -..! a' f IAN7ENNA ON TOP ;-t 1() r --srak - - 'r��i••�TPt-! - t�---�fi�% �'C1"i%\f'-. _}-' 6i,�� \��I s�� !I ?;P �AP cam^ t �ELEGi PAe FIL L�P IWr �. �''� BASE BLDG' RK77aE \)I HVAC ' CON BA UNIT C0q ANT ' ASSJ I 9 k1 k 5`, 5 i I ASS GRAVEL WALK 4 WNES GO \ x x 0 x I x V �� Ix WITH 4x4 BORDER i l 1PC- CgND y 1 I i Lu \\\ g5 I I I F� i i II I j gk h 11 151 < w wV GV E E-57.89 t GROUNDING- !i h"' I ; I IA HVA - !II 1{ICI IOxxx r I 7' CHAIN LINK FENCExx II IW/ BARBED WiRf \ ', I j i i j i I i �n LIP W/ I I SRA ${i'F7V I I ,iR• r^ STORY BR'LK `METAL a \�/9cw - 1 x hy'V '\ x hd`i x yk6 x 1 j I 16j Ipl g / 6 11 ° 1 \�\ GRASS SIC I, v, hE`' 11 I y�•xl dOq h°• x h°. °p.l hk• yk. 3\ // \ \ Al II I \ `� C-70 ob�`J a'A SIGN "NCP PARKING" -\ =5786 0 1 SIGN 'HOP FARK1h'U ME •A_ �VERNANG BRICK' COLUMNS(2) Co SIGN ^� 6 S yk° huh I ti I �I i 1 y i r GRASS 1ti 1h 1�� 1b bh bti �I 511_ r y60 I •65 x \ x x xiijPy° x0° x x h h h x h y1 g1 RASS I SIGN III x 0 \ . I I I GRASS 7MH '•I ' 6y d h6► y60 ry 5� I,- SIGN ",gE'tE''�r' r7+-'A!', -:R'-\ I I �y' 2 1 - I �p W/. : /} V// �^--GRA fvEL _ __- ' 5 51 +. x Ir' CUNT. SASE Cco'dL �,;.� A, I SIGNI'stop' `I.\ °` _ 6�1 •..`\ I ; - -' S4 53 \ I PTI=408NW h.' ti5 L p�hy. h ' 3 TRAV PT.SPIKE(S) \ 56 Ih6 - __7D 60 �9 I 6tie y .g xh° 56.�16� htiti 56• e ' `'�'�fiE25 chb4.0 \ �:6 MG o`e" h�+--�1�.-- �"� x, r ASPHALT CMG h�4 55 _ ;k PAVEMENT 17 MG f 6 �56 455 b h J/ GROUNDING BOX- I - ; I \ '- TRANS A500 ,--GRASS- , y, .54 � ! � � I `\� , hb hk. �4.� P- 5 \ 6°� HVAC uryrr ` b° � CO " . e / / •�� 53 52 / 'S - - 6 Gut y _ off 5 \ FFE=56.53 x`�/4'ss b " " ILC� �55.5 y1 W/ IJgi YELL W15 6. 0. \ I -_- 55 r \' . I •\\'' _ 00 k'S CO ' .t GE .. _' x hh� +` \\ \ 52 t A .\ xy6• I 6• ® ; , \ 55.0 APPLINGS & SC 155.Om cO At VT h b b ^YA'V /(K BARBEd W1A a� 55.5 53 F 50.03 v OPR121 } � - w, 6.35 54 54.5 L- H' )-Srr"ORY BRICK % ME7AL""I! , n� ,ONr, BA ''°, 155 rrf=5s.s7 - 55 4Y K 95 x hb 1 h 56 g x�0�1 V SO yv, RIP RAP 56\\\ ``` ----- CCO h6 06 i i� R� 55.80 P0575 a LA. WC- �.31 ' " `- yam- "� r x 1 4 WO d P T W i 7EPS �l FM ARK ' 29 IIN- 0ti1J co AIR COMPRiSSOR LSA;'A , RD 1XEG4 SFIAC S, iI x.�..,AOf -- f\ 4 55 ^- .,D%/:I_.SH EA-�. --GR.A-SRM 5555 { .I _ _ ._'_ -- - `'r-// -- 5 --- - i 3 5 �lRA hh.c / I GRASS » ' k/ \j 57.00 F LA DING 'hF 7' BLOCK WALL i . `' g n� BL '� OD j / w/ TEPs L/P W/ h - . . UGE V y4 Z, h° ' h�' b� hk BARBER SHOP FTE=59.41 1 56 1 WV ; CONC BASES _ hh'� hk' _ hk' }/ `' 57.0 \ ------ FYI - ig -- _ 4. r, 6.71 11/ 0�j 57. RAS 7.0 Z=5 ----T6�y _ _ `_-_-` --� --- _._ _____ hh� _ _ _ cakg7 hA v • • �G. ok' �j h � / S� I h`' �' ' S7 N - ✓, r,^ Y2 g- ��_ x gyp. 7 ----------- e--------- °6 r k - AVE8y. - 3. _ __ 57 5 5 - 0 5455 66 x - x hwv - x 1-7" .:"OAK 5 53' P F7 P. i .._. g' CFO MARKER hy------ 4�? a CURB GUT I -- ----- i xi i 7 RIP RAP �.II I �ON 1 j 1'` ° I IF 9� i PED CROSSING" I 5h'0 III 66 hb�g �� y10 k� Ix t 7' i I 1 x I !NE hh $5' - iGN �i 0 GRASS' r u M T" 0 h6 h h� 10 URB hk 0G k CUTS t # `>k�6 y� 50y tl ^leg k OAK / N I cjry'S•xhk.\ �hE`• x h h xl '\x h c, I i /NV-53.18 Y RIP RAP P IN0/x BUSH P,/P N0� hkT huh hb� j� FO MARKER � 24 PINE+, � I30`OAK 'Y 9' x yb• bh1L hb` t yk�yb gb �0\FO MARKER 1 i S RY\\ x hb11 I x 2 GUY x EMI x FlBERGLA6S I �p T PED / OA�A!IUNICATIOA% SHED �\ , I p/p NO4l-- { slON I \t SFEE LIMIT, , i I � 91 yGi9 1� AN A hb'b I S xyb Ix \x44 xhb 4?� Ix 6S i xh /-2"I PE GAS '� �• I x �uIER ENCY`/ SPI V�AY I x x'-- 6 L SWALE 0 0.5 / 1 t ASS i i { i54�' ' 'I I ' ND 54-11b I�Iti15 g ^�b6 `�'„`�` ED x I x x t 1 SIGN '15 MPH' I IN = 53.57 G RfY 5'3..72 x �. INV=50. iJ � ` ti.� Oh6° 'L 11 k I I l 1 aVEY II PROJECT EXISTS G +,G�S LINE IR x 06 SSf \+ INV= ,.21 x GRASS S �I 3.25' I ' ``x • has M S I ��15. �•��' x yARE I h� / PIP N01 w/IJGHT SRIPR POWER POLE R I! GUY WIRES, D SLIRICAL PLAN E-101 °a 111 I L �Fj' 40.48"l ss (REG D EX TIN CH�s� D3 N 41 11I I / ,� II .I �2Ch�-41 Z It (7') . 8,iMrl M E �D�•'``5 � SIGN NV(Nt,; 7 IN 0` rt, 2 \ kg' POS7S It /48.5 I \\x -¢ FH --- - .__._ .,}s.__ -- -- - _ --_ - -- --_-__ .vh.-.,...=-,. _...�.._-..-D2 x•55' .• x i' cSMY - - - - - _ - _ _ �k.��- r?,c µh -=---. ��- M ..d,'4 NNASPHALT :x h I I �n INV(NE)=4285 , ---------- 53 yb x� ` ASPHALT hS �f' xh PAVEMENT ,x' 01 II^ INV(S)=42.74 o __--''"--� xhb RIFLE y,. RANGE x ROAD PAVEMENT ,js ti ,6V c�0 0h b•, �' x ti 1 0' h I 6 50 .A bg0 ip / i \ f ASPHALT kg \\ BOO! x PAVEMENT ; 090 YELLOW 40 , _ x _ 00 YELLOW40 o y b\1 hb 9 ybQ x 5 _ SANEN STOP g ORE ASPHALT x------- - ' PAVEMENT? .h b ----------- �}.___-ix._...._�_`' S �1.».. - -WVOyE "<_.. -..I g-�_. 1 - - 9 i_ 4CPNA. i � .. .. - �'� 't't bg� ry J - / '` ___� "_}'- ---"`°tab - '-"•, -�- GRASS _ _ _ _ _ - - -_ _ SIGN "MO PT OR RUNNING SOa1. ��"SOP/ AIR c��\\ - GV3) \ aG y s�. 1 is Iti� 1g -1_- --------- PAP,h'OIy I TI J - _ , ____ ,, �,._._ BEYOND THIS POINT" 1 2 3 4 'SG W/ Kelm 1. WRAP ALL DRAINAGE JOINTS WITH 24" WIDE GEOTEXTILE FABRIC 2. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO END OF F.E.S. 3. STORM DRAIN PIPE TO BE INSTALLED ON WEEK ENDS. MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. FLAGMEN MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO TRAFFIC AT END OF DAY. PROVIDE TEMPORARY PATCH WITHIN 24 HOURS. 4. PAVING FOR STORM DRAIN TO BE INSTALLED ON WEEK ENDS. MAINTAIN 2-WAY TRAFFIC ON SERVICE DRIVE AT ALL TIMES. FLAGMEN MUST BE CERTIFIED. SERVICE DRIVE MUST BE RE -OPENED TO TRAFFIC AT END OF DAY. OUTLET STRUCTURES 1O RIM = 53.80 6" ORIFICE = 51.55 INV 15" = 51.55 O1 TO 2O 87 LF OF 15" CL IV RCP ® 0.29% FLARED END SECTIONS 2O 15" FES INV = 51.30 EMERGENCY SPILLWAY 20' WEIR ® 53.75 GRAPHIC SCALE 0 15' 30' 60' 1"=30' 5 rc a i z w 9 SEAL INFO APPROVED ' FOR COMMANDER NAVFAC ' ACTNM SA➢SFACTORY TO DATE DES NRy I DOW ARH CHK MA <<PM>> A LABIDI BRANCH MANAGER M DURAMT CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION O 5 M U� U Z s UZ J J g �= o Ld Q I v cn G w Q am W 1 _l Z Z�Q J� Y Zp Q U a- Z cc J c� z Lu j a Z c� CD W C'3 W rL co N Z - & r W U a tai z O J z W W Q J 8 Z g z � U o SCALE`. 1 = 30' EPROJECT NO.: 79M CONSTR. CONTR. NH-#- IMH- NAVFAc DRAWING12671430 SHEET 6 OF 19 C-301 DAAWPOW NExI"; 10 MANOM =19 C C 0 A 1 1 2 1 3 0 5 TREE LINE)\'\ \ I V' / A �� • y`L h}� obi\ \ 74 •_ ` �qti DRIP LANE \ 1 P \ TREE LINE y50 yi,i TREE LINE \ TREE LINE TREE LINE �Iy 3" TO 6" PINES AND 9? q ' \ V DECIOIOUS TREES ZPT/=513 \�'. y1� \ / , \ \ I LOP! / Z=50.69 ng I \\ TRAV PT.R&C SET\ \ \ y TREES EAST S TO SOUTH v 0.2 °AIAT 5TORINO ro \ p�9 / / y y \,y� \ \\yp� GRIP LINE J DENSE WOODS \ \" yy /y TREE LINE-/ P7 -404 a \ -y50 yak Z 54.62 ha' yk',L D � \ 'SSMH 19 ._ r7REE LINEg hi � yb IAAV PPMAG NAIL(5) 4 VE GROUND 1 \0 yb yp _ 06 00 p6y i' RIM 5309 TREE LINE J \ �' `., y� yp0 Af DRIP LINE h I (J)AB "' \ kN' PROPANE TANKS "yA' yp yb y PT�405 y - - - - - - - - - l ON LONG BASES /r """ SFM PUMP/ q 9 1 1 ® IRA 5.04 yb pg1 INV(E)-46.63 LIFT STA PON j1 ha19 h 1 6 p6 p9 p. 5 8"PVC 55 ' I / i 7• CHAIN LINK FENCE W/ BARBED WIRE yA yA y yA y y N h TMH ypb yp� i A / h 4p h y 4 4" SSFM RAF=5350 1V 1 y3P y3'LI yp. yb6y ya95: (ABD- 4" METALLIC SSFM 1 5h' SSMH ' INSIDE MH. PIPEI \ ftIM-54'81 CORRODED. \II INV(N)=4J.99 QNOSS\� •51' ,Ati 1 I I n \ 1 INV(FES)L53.48 0 FH PI II 1 1 \' �9 \ NO/iAC77CAL - \ yy yb 7y+5A6 .,Fp110\' Vyp�7 yp9A yp09 i I .' I IN g`L SIGN .� y0.' VEHIC SIAI'OWED• p61 B 483 0 y I b I SIGN "PED p9 ypA° 1 ly4 T PE 0# c�� CURB CUT I I� y" 51CN "SPEED LIMA hA i i Si RIP RAP �qpl I SIGN "RED p6 y1h60�I 06 9°' *I y^" 1 y ASPHALT ypp*yAV£MENT ypyp SIX1 YELLOW INE ',S yI -I SAIlw " I a A SIGN $PEE UM T' ys p.5 - yA 7 y b y , 0G 16 URB 0p CUT / o y5 -! - n q �. - 4 A 4 SSFM '1 \ Wy IN 00b0 yS yy yh 5y a 'GA 1EJ P'P RAP- h W CNV=SJ i6 J ,' h yp5 y0.y .,' O M I --.mow /' RIP RAP E - L y„ / yti / GRASS-1 '0-- =h`r - ' yAq', - y Cix' \ 61.IETAL 4° SSE W.�-----"-" RAIEL III I III I I y 1,p- - 1`ENT PIPE I I I P/P NO# W/ I I P I NO/. BUSH OHE I \ o u- 15 _ _ _ ✓ \ RA POLE NA ON 7 T / 1v' / 2fy64 RADIO I I IIANTEN CPI I I (2)OUY ('� I PIP NO z TREE LANE_" 4 _ _ -a- / / /I 6 / _ _ _ a 9 W✓ a _ / 0 . y NO .-\ h N e Q -_-'. III �- S - co y°' y' ti _ '� ��q PIV f ,( A 0 I "h' W h h {' y I RIP RAP �A7 5? FO MARKER DRIP LINE A 1 f �. / w ' /P / /P W/ I � 6 / I • 1 � � 'I- ELEC PAA L = 0 y0(, L W FIRE SPRINKLER' \ I I I / / I I I I f hp6 b I 1 II �. / / I -� g1 1 I h •• l a CONC BASE BLDC (RR1rOB \j HVAC t ON BASE / / _ J 9 h A 0 6 21 ! I�. 0 1 g1 0.g'1 A III 1� " hb COOL T I GRASS) I \ p9 p'1 a hh9 \ \ �. h �\ yp. y` , . 'S. yA. yp0.y yp ti yphyyk. hp. UNI7 V ( 0 .L)NESj_ h h' 1 `L I \ / h I I I I 0.g' A' II CRAb£L WALK /y�- 51' y° y\. !I h' / 1 III �SNFM = 6 6 9 GRASS WITH bx4 BORDER '� W IIPCR ND I I y \ y},I ,{ ( d I. ' `4!1 V / 1 I I I p99 b . h0' Jai/! / h6' b j ,Yd I .r \ I Y III 1 5 1\ I I (2)GUY y� W v 1 I `41 1 FlB GLASS I y I I Ilp .��� --`s a4h •- 15 y1. y10 1 V I III \ ON6 SHED Ii //� � � - _ y' 1 ! w✓ I . I 1 III I COY UN164 TI I I I PR JO z� LI oN ONE g ,p6 1 y /// / y)�._�^ CV it EDZ5Z89 I \ I I IIII \ i ONE �' \ I '$;i '�/� -4t- - _ //y�,5 / GROUNDING 14 y67 \ . y5 I yy. \ I 1 IIII SIGN A v ycx� - p BOX y s V V I 1 1 1 IIII 'SPEED LIMIT 1 �� 1T 1 V 1 A I I I I I a 10 INV 5 .25 v OGE E _ 1 A ( I I I I III 1 C9 1 V I I ti I I I I I h �I_ pq i �'M -.T,.. I \ 0 40 yA5 \ I 1J I q 1 IIII 0 3` 91 S9 v0 pv ,pokA h' i I ay y \ yb CO 6'S5 ` S n ya a p hA \1yA „ I yp`.I\ � h I �I�h �I W°I � y I• 1 _ 7• CHAIN LINK FENCE \ 1 I NV 5367 ��BS{ RESERVE TRAINING U2 I /\�A-2 1 I I P C -0 I I .II -RIP RAP. I 1 W BARBED WIRE\ I III 1 11 IIII 1 AV IwI II c� I -III VF' I m LIP W I A I pJ 0 0 I I I 0� , �' I 0. GONE BASE 1 0 I - OR I 1 I SWFM III 1 B SH I V I I- ti I v, - F R120 y 1 h tR - //� //� R ,1Ty�� I 1 A� I �IT� y1 \ y6 \ y I � L•LV\II2'IPE CASI1-S70RY BRICK / NETAL \ \ SIGN 0 1I t 1Ii pPIV�I / yyIba-Ip 1 \/\��96' '� 1 40 AC I IIII I / I h z I I•II 0� .1y1 h rC V / - 9 • I I 1 1 vA 0 v 9 a yti6 yti I •I ' i�y'r,V y�' I y \ A9GNa - yy1 , yA yp6 p'1 1 I R) ddI IAI 0 I 1- ----' e GRASS 9CNa - y I\ V'i''"11 tAi Ip yp' yp6 1�ry ya' yp'1 11 Y/ �GRAS II�(I I I a 3 v A IIII 5 I f I i / = SIGN \ \ \ 1 11 11 1 I I ASS I1 1' P 110. \ \\ hb90 yb3g yb10 .6 SIGN HCP PARKING" \\ I I I I 1 1 � I 7• CHAIN U K I .III I• I \ FENCE W I - T G'--'DING I II111 I I� 7 q BARBED / E 11 I I �� B- ` FTE=5Z86 00. 0A ON wA y I I IIII I I I I 1 q. 1. bb / III I III I\ I 1 P P I p� a 1 / • f� SIGN HCP PARKING° 1 1 I I I \ II / 9 METAL OVERHANG 1 1 III I Ilt I 1 9 iy yg �I•'> `L1h34 1 1 I�, hp 19 yh' hb' 6 / INV=5J.73 I \ -'�' 16 BRICK COLUMN5(2) SIGN ^L 5 p�' py IIII h hp y�y bs N yy�l I\ SIGN o \ y RIP RA y 5' \ CO 1 p2 0 1 0 1 1 I \' w+ GRASS GRASS 'p 1 'S A h _ 6 \ h 1 10. 0 II INV-52 9 • \ CONC BASt' 9 ti, y1' y h 1 1 _ I r d H I I 1 1 0.y A2 5 �QI h k IM 5586 -'0` h I _ --- 0-__§6--_ - h' - y �� 3 \ 1 I \ M 1 1- -fit Z` - - GRASS-� sf IIII IIII 0 5 4943 �! -�-- 6 � I�I IbA V 6 hb. -� �� I GRASS � ��'� p I i °J �N 494] I I II I I � �\ yb � y �� UGE iMH � h b� h6. I IIII p I F n IL-- ti 6 b 5 I �I \ VO yp6 IIII - \ l\_--- 65 6y�' WY(PLANS y IIII ,e I I I \ - W AIDE 1 0 ) SIGN \ III I I I I ,� I I I w ry I I I I I I � y9 4y •�`L V FH � � I I 11_I 0. \ \6 'L6 ° �p 6 _ hb. 56. yb, hb, o `Lb �\ \ \ II z P/P T IIII I 0.� CONC PAVEMENT \ yb. y6'. hb' y y yy. SIGN 'RE\TRAINING CENTER' 10 ONE C 4 0 I I I 5 0 \ CONCWA SE LI C B SE - y M1 GRAVEL \\\ /// 10. 1 ,� I y 5 GRAVEL LOT SITE BOUNDARY 1 EM `L q hp ! I �\� ' hp \ 'L6 SAW 'STOP' \ bb i\ 61 v qp 26 I / �r �s�y { `� \ P7j=4O8NW ° yy' yh I J i� yti bE h i e Z=56.06 h y 1 yy 6A6 y6 I �C 55 -GRASS I I-DA_.-1 \ 3 - IRA PP SPIKE(S) y 55 y6 y \ - --- 9h 60 d ' IIII ' a�, k 6? hy� y� vI I I 1 I L/P Al„ _ 6y'S ybti u c\ 6 p 0 y0. INV=50. 13 a �i 11 I F` 6 vI c 9 5 y � J I I I I CON BASE A 06 Rr 9 /'/�' 6 y \ CA 1E 0 ,( rL GRAVEL IIII p yti^• sy° - =hy' AREASy. 4.52 `hAC \ ^ \-�;001. 'S ti0 hb: - yh6 yy`.� \ S' E11Ip �I 1 I I� y47 y - /1 a �� h0 ti6 yb v - L-- 5 . 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FO MAR ER LAN C � TUN /� 55' I LZ 1 A. •. � 7/ 0 bA �i 6 yb y (2)GUY tom\ yti W/5 S y5' / •�FH W ARBED WERE, 9 J 6 y - - - P/P �E8 h y h / n / 0 0 7-' - _ _ hb GRASS J i - / - p - -� A V OHE - ---5' - N y 55 'i'- S5 �- GRAVEL-"� j / POSTS 1 '\ J yp0 �yb --. 0 1 -yb h = yy y 4'OAK �GR�� yy� •0�---- -�0 oa '}'Ar'I/'L i'WV(5 7 �6 / _\� j 7• CHAIN LINK POAR13ED IMRE �/P NO h6hb -- � - P/P pE7 ^ � 0 A yy��`�} �. - _ -" • f{' - � IFV=4848 /] y° a - 4'0AK g / a 4'OAK yh' h`l..' - _ _ - S o' \ ypb h ORE 0 \ 0 - LFO MARKER yy' - - - - - - - - -9- - - _ - -0' _ - \ - - - �6. - �@+'Jj � \ /p h - 3� „h _ - �4'OAK y6�r_.. -.. �� ..._..--.. .. .. -$5 - .. - - --_ �- 9h1--- y7Ij 'o \ LFO MARKER GJYSi 4"OAK 6 - ! 4 G .. ..'1_.�14� _ - _ _ - _ - _2._ d 4'OAK �yyh _ 55 • _ _-cam- - _,._.. 6- ..--. ___ _13 - g -- ___ - --��6 __ - - SSMH 10 GRASS yA - '�- _ - .. - -- .. - .. - .. _ _ _ .. .. u.- __ ___ - -- _. _ _ _ _ - _ _ F-- - - - �Lyi _ _ _ ' � �\ 2� � � 3 9\ '• y099 o RIM 5014 __- o •- _ ___ __ 1-_-____-___-_ --. __--.- - _-_'�•�t -..- -�y�, y9 '� _ - SIGN - -y\\by\\ ,y\ ASPHAr7 ° \ \ ��':_Ui NV(NE)=42.85 --�p'tp--- A p. 7. -_- ___ �- fip_ ce• A = i 1 INVS-4274 °r - --•- _ -- '1 •. \ a 0 p b. \+- ASPHALT \ �f / 6,p PAVEMENT i ---y' RIFLE RANGE y ROAD PAVEMENT yp6 j r6� / •--tom-. --'i'- _ _ _ / 6 0y p9 _ `L 1 y . 5 yh _ �g YELLOW400 ) \1 40" by \ 'b SI 'S70P 96 OHE ' n9g _ gyp} yti ,h' ASPHALT - --___ g'1:-- ____�5"- , yA \ ... _........ _.9y. 0q y '� �` .. 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OR RUNNING POP NOr' Ag. �' GV(3) R_ S BEYOND iH15 POINT• / 6HT - --- _ . z ----- - -.. - y --i'L--..'-'-- __- __ - --- - -- �- 0 - `q, GRAS DIA • yl RIP NOT iNH W U _---.__- - --.. a0 _ _q- _ 0 - - - - _ _ - _... ---• P/P NOT S "HIGH CONDUIT a6y __---`T---------y4- .. w/ucHr YELLOW AD ..__-_..-..`.._...`._..-..-..P Now..____-.�- cLs:< PtT=3c2 o /p T Z=53.99 7 /E W/ LIGHT 7RAV PE SPIKE(5) A i I I i I a E U UI z I w I I 1 2 3 4 IFIGE11,111 `, I JUL1i2014 BY: GRAPHIC SCALE 0' 40' 80' 1 "=40' 00 z U SEAL INFO FOR COMMANDER NAVFAC ACTMIY SAi ACT CRY TO 'A.. c s NRY IcFw ARH (FIX MA <<PM>> A LABIDI BRANCH MANAGER M DURANT _ CHIEF ENG/ARCH B ABBOTT FIRE PROILCIION o s Z Z O Z I S U Z LAj J o u_ Ix Z O W Q I N Y z < Q W l > O a- ¢i Q Z W CD Z Q r0 V Z w•.. 'J1 w Z Q O W w /��� t,J w LL rL Lil a ~ N Z J T .51 Q_ L¢L z O J Q W>� Q U Q Z ?_Zg o $ U SCALE: 1" - 30' EPROJECT NO.: 79M CONSTR. CONTR. NNO.-�-� NAV"AC DRAWINC NC. 12671433 S;El 9 OF 19 C-501 A C 0 0 I 8 ''-0' '(NES��T�� LrMT�URB �!CUrit y 1 �21 px1x0. 0h0.9 Khh21' ' h5' K�°' �' h'S �r0.0. OAK 5 9 N IN" 53.15 Iii AI x i xr„�tl ■ y RIP RAPyQq`�. P✓ t NOiII h BUSH OHE i P/P NOp- -■ - 0190 >\ I-FO MARKER !N 241P,N`.' � h '^\ ` 130�•� \ " 'OAK, ^ FD MARKER �1BERGLASSi } 2 GU x BEM i Lj T PEDxfir P'`f-0lNy�h(JN1Gf4T10,JA; SHED I I ��i 'l r'/P Mof 1 4R130 Z� Kitt 1 t IS/ SPEE qli \q T9 kN ■ � ��"I y- g0. h0.• aa0.! y0.= h0.t � , x I 1 ��. 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S) GR 54-' ■ I' I ,'t h°- g`U' x�3 �� 5--- C 6- 1 4• a '' x i t 3 7RAV PT SPIKF : i - - I7--1�-»-----'fi ,\ C - 0.62 # � � - I 6 s - FAR'-- it �lil� 1t tn!-� Alr r � I i l a�- , � � ,-, w�% �11I�III�Iu�lu�nl�ul�ill�ul�nl�Tl! iyT�!17�lu�nl�ul�lu�ul�>tli�lu�nl I k �7NV=5G.t3 �F" �d qi 0. �lu� yti� 1� c.6' •� t�6 x ^ { ATE n0 ��. �� --..' �1 E- ASPHALT 50j'�'y" cb" �� - ',55yA % AVEME,NT7 h0. •vv j� -�--�. `= f v - GROUNDLNGB3X-'� - E 7hANSi' - - t 50.` �� PAVEMfA Kiili"' ,56 0. r_, e,0.` ASPHALT b __NVAG UNIT ����° DA-3 0 1 Zj y ` Y� { 53 52 ii TO DA-1 GE r2'GU �?' l \� I� F,�E=S&53 �� FOREBAY �iFr PBEIr �. W/ LIGr' 6hq. v CO 0.085 AC __. ,� `52 o, '.r 5 t SAP .INGS & SCA i i CO 1 IMP = O \ "CHAIN L BARBED VARF 6°I � �i D' pg. 0. 0.� � h � 53 DEN`' �, I ♦ INV 9 ] ' ie e n F FR = 2 54-54.5 E= s ; i .� I C 0. xi/r 4,% �, r / Q _ ` BLDG �, ♦�� � tt III t \ tx S C)l BRIL'K /METAL '[ o- CG^.0 BAS cv ,.,('� �'� S W STE v t - r - 55 aI cI - _ �^ b fit). _ ,b F! LD i f Isla GRASS v - r : I I • I0' SSA',M B- t ���> " �^ ___ % G �G, ? + "NA AC VA 31 I i 1,4p x7AD�� LE UY ARE P/P NO# w/LIGHT r y�. 56 u, oN F I RlP ??AP - CO t)c 5�56 t . 0. SSMN °GSTS 1 x ll U t - G / ; tl I� I RIP RAP ,56 ; � 55 RIM=Ss.a � � � l E(UN` DIS) ' NG 0 T PED •� - x r_ ' x = r 4 W0 D P T W, I TEES ` Flf ARK ,` 29 i ,¢4?P4- r I COMPRSSG'R +�,,�°+ g0. __-- SA FiJN' S & CA RD lXED "'R S �\B AKE BO1I(( I , L'I �q _ d"S • ! ' - - DEN E 6R SH OCES x7 BLOGK WALL DA-4 l)GE F� .�� I mo. p F,�a ^:t 5 , `' 941 I , .� ING Wv BASE r-2 _i` . . F ,1 i - GR LOT a I 3AS_ . �ih0.�'" - C I i 1 .2 - !q Art v:4,4S�-�, r 20 AC hi 15 �� I SIGN_-- _ hna i CHA)"d :NCC o- / �7• r S% IMP O 94O �,,a0 a ' !` I CON E -1_---0.78 Ww„ "- _ _ „ x x p tMRf - _ 0 0. r LA I -HE � 2 3 _ x �- ON CONIC. BASES . rP ,` 405 L _Ni•--' r 1 q n 9 Z-�5.D4 I, -j tYAVEME`^'T i 54 St -S"rM LM,' OF �rAP,vV hy.✓ 0." c.0. hk h4 � �a xyb _ �� TRAY PT:MAI' Nfli((5 -- a' - T 0. 4" SSFM SIGN F' h, -'!II�III�illl�lll�lll�lll�lll�ln�111�11I�u1m111m111m111m111 III�In�lll�l �III�In�III�ln�lll�ul�l I�!I!�II �III�II� nl� I yTlll-� -"'-- + - 11� ! _ _ 4``-SFM - „ `�' x h0. 0._� �! , x x - x 4� '_ - �h r� i GA F;�53a- 0.. h 51 ��W _----- -- \..-GRAVEL I ! 7 67M£TAI F Ih� �-b RA. '0LE �1 `------- I n • f �f , VENT P r P/P NO,y W/ E I it I I I ANTENNA ON TrOP y,l I .- 1 •I I I I I I I 't �G LO I , W� 4Y' + FFE #R'NK_!E5" X f ELEC PA �.'r Yj \ __% ��1 j j BL-v RR1%Gp I Ir h'VAC i / 'UN+;' BAS. I 1 \ q ° i-WA-K G�, j } UNIT ' IOGLArE,aA�` x }� I, h�? y0h hI`� 'vAil t s1' N 4,e4 BORrtFR FI �J��" vUNES 1rJ [ 7 !! \ x 1 iK s. r -" - o N I j GV FFF-5; 89 a��//If -' GRGUNDiNGhtk I I I BCX 3 I III I � I ! 1 i DA-2 1 ! sn' t I ti q I<CU �_ ;,"S5 ! x .00.„ I F� fid;l yG. .'t)1 2.487 AC y� x' DA-1 ,a---7' CHAIN LINK IMP = 1.404 I 1 ! 4.385 AC l Wi BARBED III�, IMP = 2.381 GRAVEL I ' I • I ! SWTM RP,72CI - �l h4 \ \ i ! i j 3RICK '" METAL ' \ ■ ` \\ I ```'" i t"ry ,h! \ I i i i it ! I .. ■ I-�-"��---� v u 1 I I II � I I �vb 0.+ ■ i �- h sr_Al ■ it I SIGV "HOP ,°ARAI1rG" \•\ i it i I I I ■ ! �> � \ i t I I I I i t it I I I q0. `� °�Y'� ypy� k'�` h�b� x `'pry _✓ hti ; j x k I __GRASS ! 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I' HIGH 87DIA CONDUIT `L-P7ry-3�2 W/ LIG�r'T Z=5399 TRAV PTSPIKES) T. IeJ k: ,?flg6gL,� x,✓ 1x K AN RANGt. a g / YELLOW 40 ' PAI ;NO,f W/ LIGHT 5 ECEIVE AUG 2 1 2014 GRAPHIC SCALE " = 0 15' 30' 60' 1 30' rc a z 0 a U 0 SEA1, INFO APPROVED ' FOR COMMANDER NAVFAC ' ACTwm SATISFACTORY TO DATE DES NRx( I DRW ARH CHK <<PM>> A LABIDI BRANCH MANAGER M DURAN! CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION Z 5 V Z LaJ J ego w�= Z o w Q I o Ln U 0 cc F Ed G Q F- Z W > O FjZ�z wc a LLJ c5 _VZ ZU ICD 0 Z J ~ Z w WLLJ W _Z Q O z !�!) Lu W V w 0 N N c:) U r E, l¢L Z 0 J i L=i l R_ Q W J Q Z= Ed U o SCALE 1" = 30' EPROJECT NO 79M CONSTR. CCO�ON�TTE1.. NO. 1 iiTittl-A-#-iHi NAVFAC DRAWING12671434 SHEET 10 OF 19 C-502 IN C 0 NO 5 l:;{CIYr:cia'd=.'LIRLPn;Twii,%. 1 1 2 .. .. . -. .,.t. ..... V 3 m 5 0 r 5 TEMPORARY SEEDING SCHEDULE NOTE TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15 WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT. TEMPORARY SEEDING AND MULCHING: THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KINDS D OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL ARE IN POUNDS PER ACRE (KILOGRAMS PER HECTARE). TEMPORARY SUMMER SEED MIX MOWING: THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES (100 MM). CRIMPING STRAW MULCH: CRIMPING SHALL BE REQUIRED ON THIS PROJECT FOR ALL SEEDING OPERATIONS PER NCDENR. STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION AND PROVIDE ADEQUATE GROUND COVER. CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8 INCHES (200 MM). SOIL AMENDMENTS SPECIES RATE (LB./ACRE) MARCH 1 - SEPT. 1 GERMAN MILLET 120 TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER TEMPORARY WINTER SEED MIX • APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE SPECIES RATE (LB./ACRE) 0 APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200 • APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE KOBE LESPEDEZA 120 MULCH APPROVED TALL FESCUE CULTIVARS: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR MULCH WITH ROVING, ADVENTURE ADVENTURE II AMIGO ANTHEM NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL./ACRE APACHE APACHE II ARID AUSTIN BROOKSTONE BONANZA BONANZA II CHAPEL HILL WATER CHESAPEAKE CHIEFTAIN CORONADO CROSSFIRE II DEBUTANTE DUSTER FALCON FALCON II MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY FINELAWN PETITE FINELAWN FINELAWN I GENESIS THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED). GRANDE GUARDIAN HOUNDOG JAGUAR JAGUAR III KENTUCKY 31 KITTY HAWK MONARCH MAINTENANCE MONTAUK MUSTANG OLYMPIC PACER REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE. MOW WHEN THE PHOENIX PIXIE PYRAMID REBEL AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES. RESEED, FERTILIZE AND MULCH DAMAGED AREAS REBEL JR. REBEL II RENEGADE SAFARI IMMEDIATELY. SHENANDOAH TEMPO TITAN TOMAHAWK TRAILBLAZER TRIBUTE VEGAS WOLFPACK WRANGLER TEMPORARY SEED BED PREPARATION FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS. TEMPORARY SEEDING FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND APPLIED AT THE RATE OF 400 POUNDS (450 KILOGRAMS) AND SEEDED AT THE RATE OF 50 POUNDS (55 kg) PER HECTARE. SWEET SUDAN GRASS, GERMAN MILLET OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED. FERTILIZER TOPDRESSING: FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL BE 10-20-20 WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED GRADE AND SHALL BE APPLIED AT THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS. FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE (560 KG PER HECTARE). UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8 ANALYSIS. THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "TEMPORARY B SEEDING AND MULCHING", WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM 25# TO 75# PER ACRE (28KG TO 85KG PER HECTARE). THE ACTUAL RATE PER ACRE (HECTARE) WILL BE DETERMINED BY THE ENGINEER PRIOR TO THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE (HECTARE), TOTAL QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER. 9 1. RIP THE ENTIRE AREA TO 6" DEPTH. 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND MIX WITH SOIL. 4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE." 6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING. 7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING REQUIREMENTS. GROUND COVER NOTE: PURSUANT TO G.S. 133-A57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 'WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. GROUND STABILIZATION: THE NPDES PERMIT (SECTION II. 8.2) HAS RECENTLY REVISED THE REQUIREMENTS FOR GROUND STABILIZATION. STABILIZATION SHALL BE ACCOMPLISHED AS FOLLOWS: PERIMETER DIKES, SWALES, DITCHES AND SLOPES WITHIN 7 DAYS HIGH QUALITY WATER (HQW) ZONES WITHIN 7 DAYS SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS SLOPES 3:1 OR FLATTER WITHIN 14 DAYS ALL OTHER AREAS W/ SLOPES FLATTER THAN 4:1 WITHIN 14 DAYS PERMANENT GROUND COVER ALL DISTURBED AREAS TO BE COVERED WITH CENTIPEDE SOD UNLESS NOTED OTHERWISE. EROSION CONTROL SEQUENCE OF CONSTRUCTION 1. INSTALL RCP DRIVEWAY CULVERTS AND TEMPORARY CONSTRUCTION ENTRANCES. 2. INSTALL CULVERT INLET PROTECTION AND EROSION CONTROL PRODUCT AROUND CULVERTS AND CHECK DAMS IN ALL EXISTING DITCHES AND SWALES AS INDICATED. 3. INSTALL TEMPORARY SILT FENCE AROUND THE PERIMETER OF THE SITE AS INDICATED ON THE EROSION & SEDIMENT CONTROL PLAN PHASE 1. 4. INSTALL SEDIMENT TRAP/BASINS AS SHOWN. 5. CLEAR AND GRUB THE SITE WITHIN LIMIT OF DISTURBANCE. ROUGH GRADE SITE, CONSTRUCT CHANNELS, INSTALL PROPOSED STORM DRAIN SYSTEM AND INLET PROTECTION. INSTALL OUTLET PROTECTION AT PROPOSED CULVERTS. NO STORMWATER SHALL BE CONVEYED TO BASINS UNTIL BASINS ARE 75% STABILIZED. 6. FINISH SLOPES UPON COMPLETION OF ROUGH GRADING. LEAVE SLIGHTLY ROUGH AND VEGETATE AND MULCH IMMEDIATELY. 7. COMPLETE FINAL GRADING FOR PARKING AREAS AND DRIVES AND STABILIZE WITH GRAVEL. 8. COMPLETE FINAL GRADING OF THE GROUNDS, TOPSOIL CRITICAL AREAS AND PERMANENTLY VEGETATE, LANDSCAPE AND MULCH. 9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND WITHIN 24 HOURS OF A 0.5 INCH- MEASURED RAINFALL EVENT. A RAIN GAUGE SHALL BE INSTALLED TO MEASURE RAINFALL EVENTS. REPAIR ANY DAMAGE IMMEDIATELY TO EROSION AND SEDIMENT CONTROL MEASURES. 10. INSPECT AND INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH NCDENR'S NEW SELF INSPECTION PROGRAM FOR EROSION AND SEDIMENTATION CONTROL. COPIES OF THE SELF INSPECTION REPORTS SHALL BE PROVIDED TO THE ROICC'S OFFICE. 11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL SOD ON DISTURBED AREAS. EROSION AND SEDIMENT CONTROL NARRATIVE THE LOT IS PARTIALLY CLEARED AND FORESTED WITH NO WETLANDS. THE SITE GRADIENT SLOPES TOWARDS THE STREETS ON THREE SIDES. SLIGHT ROADSIDE DITCHES CARRY RUNOFF ALONG THE ROADWAYS. IN ORDER TO PREVENT EROSION AND CAPTURE SEDIMENTS WITHIN THE PROJECT, THE FOLLOWING PRACTICES SHALL BE USED AND LOCATED APPROXIMATELY AS SHOWN ON ESC PLAN. 1. CLEARING LIMITS SHALL BE MARKED BY FENCING OR OTHER MEANS ON THE GROUND. 2.DRIVEWAY CULVERTS AND ROCKED CONSTRUCTION ENTRANCE (CE) WILL BE PLACED AT ENTRANCES TO SITE INDICATED ON THE PLAN. 3.SILT FENCE (SF) SHALL BE PLACED ALONG SLOPE CONTOURS AT THE LIMITS OF CLEARING IN THE VICINITY OF SLOPES. IN SOME CASES TWO (2) ROWS OF SILT FENCE MAY BE REQUIRED AT THE CONSTRUCTION INSPECTOR'S DISCRETION. 4.MULCH SHALL BE SPREAD OVER ALL CLEARED AREAS OF THE SITE WHEN THEY ARE NOT BEING WORKED. MULCH SHALL CONSIST OF AIR-DRIED STRAW AND CHIPPED SITE VEGETATION. 5.WATER WILL NOT BE ALLOWED TO POINT DISCHARGE ONTO SLOPES. A ROCK -LINED DITCH MAY BE NECESSARY TO INTERCEPT AND DIRECT WATER TO THE TEMPORARY SEDIMENT BASIN/TRAP. 6.THE DRIVEWAY WILL BE GRADED AND GRAVELED IMMEDIATELY. DISPERSION TRENCHES SHALL BE PLACED PER FLOW CONTROL REQUIREMENTS. DISTURBED AREAS ACCEPTING SHEET FLOW FROM THE DRIVEWAY AND/OR PARKING WILL BE SEEDED AND MULCHED. 7.CULVERT INLET (CIP) AND INLET PROTECTION (IP) SHALL BE PLACED ON THE INSTALLED DROP INLET AND CULVERTS. &OUTLET PROTECTION (OP) SHALL BE PLACED AT OUTLET OF ALL PIPES ON SITE. 9.CHECK DAMS (CD) SHALL BE INSTALLED IN EXISTING DITCHES AND SWALES. 10. DIVERSION DITCH (DD) SHALL BE INSTALLED TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 11. TWO SKIMMER BASINS (SB) WILL BE CONSTRUCTED ON THE SITE. a EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL (REVISED MARCH 2O09). 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 21 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 4. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HOURS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO THE GOVERNMENT AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, INFILTRATION BASINS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. 11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. RESPONSIBLE MAINTENANCE CONTACT: ROICC 12. ALL BORROW MATERIAL SHALL BE PROVIDED FROM AN APPROVED BORROW PIT. ALL SOIL WASTE SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY TO AN APPROVED LANDFILL. rCEi`r- % JUL 1 1 2014 ft: Ste_ WO APPROVED ' FOR COMMANDER NAVFAC acTMTY SATISACTO7Y TC DATE DE` NRY IcP,%v ARH ICHK MA <<PM>> A LABIDI BRANCH MANAGER M DURANT CHIEF ENG/ARCH B A&BOTT FIRE PROTECTION 0 8 U U Z o J J cr w a I Ld 0 N w LLJ I— W 2 J z 0 g z Q Z -� <� Y z 10 O Q 0 ~ Z J w w W w Z Q to 3 cr� o W V Q W_ rL CD co O �I z J : u') O r WV1 w u- LLi€ z 0 J g w ¢ � w W � Q U J Z Z IL K SCALE: AS SHOWN EPROJECT NO.: 79M CONSTR. NHHm--111-1m NAVFAC ORAWINC NC_ 12671435 SHE-- 11 of 19 C-601 J C 11 9 2 ' 3 0 IN C 0 A7 v 2 UI i TOP AND BOTTOM STRAND - SHALL BE 10 GAUGE MIN. WIRE �- - 8' MAX. WITH WIRE (6' MAX. WITHOUT WIRE) MIDDLE AND VERTICAL WIRES SHALL BE�GAUGE MIN. 14 FILTER FABRIC NOTES USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. ANGLE STEEL TYPE. 2 GRID MAX SPACING OF IE FILTER FABRIC ---_� COMPACTED FILL -\ III- ITEE_- iI __I 4„ STEEL POST - EXTENSION OF FABRIC AND WIRE INTO TRENCH TEMPORARY SEDIMENT FENCE NTS w z a 0 3 1 15' MIN 6" THICK LAYER OO�OOO OF COARSE AGGREGATE CDCD (2" TO 3" DIA STONE) QO<0 OO<0 CD n 00 000 NOTE: LOCATION OF v 00 O MAINTENANCE: ENTRANCE MAY 50000 CD O z VARY DURING O g 1. MAINTAIN ENTRANCE CONDITION. CONSTRUCTION ooO OO� THIS MAY REQUIRE REPLACEMENT o OF STONE. PERIOD. D CD CD En L) 00o ED l__/ oo 000 000 o 000 CD ED OOnO0na0n00 10, MIN EDGE OF EXISTING ROADWAY PAVEMENT TEMPORARY CONSTRUCTION ENTRANCE NTS w Q CO Of w FENCE MATERIAL: ORANGE, UV RESISTANT _N HIGH TENSILE STRENGTH C' POLYETHYLENE LAMINAR wp BARRICADE FABRIC w c� ATTACH SIGN �w TO POST 4'-0" O.C. MINIMUM TREE PROTECTI NTS NOTES: 1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE PROTECTED BY FENCING, AS ILLUSTRATED. 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF ONE EVERY 300 FEET. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 2' x 2' AND BE VISIBLE FROM BOTH SIDES OF THE FENCE. THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE IN BOTH ENGLISH & SPANISH: "TREE PROTECTION ZONE, KEEP OUT". 3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE TREE PROTECTION FENCING. 4. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 4'-0" 7Ib1 2'-0" MIN. .s/LF STEEL POST ON FENCE RIP -RAP A F f L1 m COMPACTED SOIL CROSS SECTIONAL VIEW 5 1'-6 MINIMUM MAINTENANCE: PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WATER AND AFTER EVERY HEAVY RAINFALL FOR EROSION DAMAGE. IMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE DIKE. CHECK OUTLET AREAS, AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT-OF-WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA. TEMPORARY DIVERSION CC5 NTS FLARED END SECTION PLAN 0 �wU O A p i c O Q OQ 0 MIN D 3D. O q D o��OgQ o B "--ND RII 1' VE PIP SECTION A —A D HEADWALL PLAN FLOW ' RIP -RAP B A A D O��oa� rc D IN 00 a � 7 Oo Q D O B SECTION A —A D 1 4 Q Do v O i OA/ DOD a o DO�o� o Doc:> � d Dogo � Q Q o o� 0 0 ) 00 �Q 0Oco �0OaOQ OOP OHO MAINTENANCE: 0 0 1. INSPECT STRUCTURES AT LEAST O0 C O DOD C WEEKLY AND AFTER ANY RAINFALL EVENT GREATER THAN 1/2". RIP -RAP 2. IMMEDIATELY MAKE ALL NEEDED SECTION 3-13 REPAIRS. OUTLET PROTECTION STABILIZATION STRUCTURE (OP) 1D RIP 1' PIPE MIN. 3D D- NTS JUL i i 2014 u BY: �/E INFO APPROVED FOR COMMANDER NAVFAC ACTMTY $Ail ACTLWY TO WE DEs NRY Dlhv ARH CHK MAD <<PM>> A LABIDI BRANCH MANAGER M DURANT _ CHIEF ENG/ARCH B ABBOTT FIRE PROTECTION R Z z U z <UM 2 - s w LJ U Z w o U z w s w Q 0 J w Z z Q Z O a � Y ZO o U Q c� z z Z J w LU w W o a (n 'Z v 0 W C3 Q < W rL00 Z J N o uo w U O 7- i­- Q w a w 0 LL Z o J Z _j uj w Q w � W / \ �a� - zZ V o scAEe AS SHO-W�Nppp EPROJECT NO.: /9M CONSTR. CONTR. H-HHH-4-HH N'VE4,, DRAWIN¢^. NC,, 12671436 b"Ll 12 u- 19 C-602 1 ' 2 3 4 ' 5 ORMFDFM REN9gN: 10 MARCH 2OO9 GRAVEL PARKING 1.5% I 2 USE SAND BASED SOD FOR BOTTOM OF BASIN 8' � 54.5 1.OYR ..STORM 3 II F� 27' DO NOT COMPACT INSITU SOILS 8' — MIN. 1 /4" 4" TOPSOIL SCARIFY BOTTOM WITH BACKHOE TEETH CROSS SECTION "A -A" - FOREBAY U I NTS RIM = 53.80 RIM A=36" B=24" PLACE HEAVY GALVANIZED - HARDWARE CLOTH ALONG FACE AND BOTTOM OF STONE SHWT = 45.5 IN BMP 6" ORIFICE INV = 51.55- Lo INV = 51.55- — MODIFIED TRAFFIC BEARING DROP INLET (NCDOT 840.35) CAST IRON GRATE 'X1'X12" #57 STONE 12" /-B 24"—/ \\ 6., DIA. HOLE WITH HEAVY 9 GALV. HARWARE CLOTH 12" #57 STONE 1'_O" BEDDING (TYP) 4'-6" PROVIDE 2' OF CLASSA SQUARE B RIP RAP TO NOTE: EMBED RISER IN FOOTING INVERT OF OUTLET PIPE 0 0STRUCTURE 1 NTS 54.5 SOD SIDE SLOPES AND TOP OF BANK —'! '—' '—V \100YR STORM = 54.18 �r 10YR STORM = 53.83 -i I 2.5 X 3.68" STORM STORAGE ELEV. 53.75 4 5 — GRAVEL LOT — (AND ENTRANCE) TYPE IV GEOTEXTILE FABRIC GRAVEL SURFACE \—AGGREGATE COMPACTED SUBGRADE BASE COURSE D3 TYPICAL EDGE SECTION GRAVEL PAVEMENT NTS MINIMUM 10.0 INCHES OF AGGREGATE BASE MATERIAL, CRUSHED CONCRETE IN ACCORDANCE tNITH NCOOT STANDARDS. COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR FASTM D 1557). COMPACTED SUBGRADE (SEE SPECS FOR REQS.) GRAVEL PARKING LOT SECTION uJ NTS 51.55 SIDE VIEW Al SECTION - INFILTRATION BASIN NTS 1 ' 2 NOTES: 1, THE INFILTRATION BASIN BOTTOM SHALL REMAIN SAND WITH NO VEGETATION. THE BASIN SIDE SLOPES AND BERM SHALL BE SODDED. 2. THE BOTTOM SHALL BE OVEREXCAVATED 6" AND BACKFILLED WITH ASTM C33 SAND TO THE BOTTOM ELEVATION SPECIFIED. 3. IF HARDPAN OR OTHER UNSUITABLE SOILS ARE ENCOUNTERED, OVEREXCAVATE THE BOTTOM A MINIMUM OF 2' AND BACKFILL WITH ENGINEER APPROVED SANDY SOIL MATERIAL. 4. THE BASIN MAY NOT BE USED AS A SEDIMENT TRAP, UNLESS SPECIFICALLY NOTED 5. SEE NOTES ON PLAN SHEETS FOR PROTECTION OF BASIN BOTTOMS 3 1 1/2" 0 GALV. STEEL POST W/CAP — 11�11.= • - II � 6" MIN. NOTE: ALL SIGNS SHALL BE BOLTED TO POST A4 SIGN FOOTING NTS 6" 5" MIN 7/8" DIA HOLE TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE 2 #4 BARS CONTINUOUS 12" BAR, IMBED 18" Mljy 61NTO SUBGRADE- 3/4" TO 1" FRONT VIEW (PRECAST CONCRETE) OF CURB EDGE OF _MENT CONCRETE BUMPER BLOCK vv NTS c _I m FILL POST WITH CONCRETE PAINT YELLOW 4"* DIAMETER - SCHEDULE 40 STEEL PIPE —1 " CROWN - GRADE SURFACE CONCRETE FOOTING 12"DIA (MIN) A5 FIXED EXTERIOR BOLLARDS NTS * USE 6" DIAMETER FOR DUMPSTER EG' E I1,i1E PAD ENCLOSURE AUG 2 1 2014 BY: a a a SEAL A/E INFO FOR COMMANDER NAWAC ACTURY SATISFACTORY TO DATE DES NRY JDRW AIR CHK MA <<PM>> A LABIDI BRANCH MANAGER M DURW CHIEF ENG/ARCH 8 ABBOTT FIRE PROTECTION � Z U Z �F--S O Z Li w� w Q i o N ZUQ Y w� 0 0 Uzi �Q UU) 0 a Z J o j LEJ w Z Q N W (3 co r N r W U (L 0 LL z O J = =) w Ld �Q�i J Zz CL ui U o SCALE: AS SHOWN EPROJECT NO, 796558 CONS # NO. NAVFAC DRAWING NC 12671439 SHEET 15 OF 19 C-701 wawraau nEvtsioN: io MAscH zoos C _�___ .. �..� � � � � a M O I cry 0 a a o ` �c� a N Q H W W H N CV O I J 5 Z O Y STORMWATER AND EROSION CONTROL RESERVE TRAINING FACILITY CAMP LeJEUNE •' ■ NAVFAC ONSLOW COUNTY, NORTH CAROLINA MARCH, 2006 127 Racine Drive, Suite 202 Wilmington, North Carolina 28403 (910) 791-6707 (0) (910) 763-4517 (F) SHEET INDEX SHEET # G001 CS101 CG101 CG102 CG103 CG501 DESCRIPTION COVER EXISTING SITE CONDITIONS GRADING PLAN EROSION AN;; SEDIMENT EROSION AND SEDIMENT NOTES EROSION AND SEDIMENT DETAILS AP� OVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVIS_ ION OF�WA ER QUA ICY van lcs5 -VMMU APR 1 7 2006 I�ter, ISSUED FOR PERMITS NOT RELEASED FOR CONSTRUCTION t VICINITY MAP -NTS TOPOGRAPHIC BOUNDARY SURVEY OF AREA LOCATED ON CAMP LE'JEUNE (MARINE RESERVE TRAINING FACILITY) BRICK MONUMENT GRAVEL ROAD Y Y , NEAR CITY OF JACKSONVILLE STATE OF NORTH CAROLINA EDGE OF'`TREE LINE ' - QL --------------17.8------- ----- OP6--------- TO BE REMOVEDBY OTHERS tl `------------ (� RR130 / __-------- 1 PRESSURE �� % 11 REDUCING VALVE -------17.2--- ,, cp JI 1 + , 1 1 T 1 � % ♦ ♦ I ' 1 7 ` ' ' `` `♦ —'' ' '— . I I / `♦ I —--18.0---------- i 1 I ♦♦ , , `� 1 I I ` 1 I --- CONCRETt MONUMENT N-94055.42 E-75186b.42 ' ELEV. 116.95 [55.61 ] ------------ - 8 PROTECT IN �LACE � CUT OVER FORESTRY AREA LEGEND: LIGHT POLE PP POWER POLE wv D4 WATER VALVE WM WATER METER SDMH STORM DRAIN MANHOLE ' \ ❑ CB CATCH BASIN OS SSMH SANITARY SEWER MANHOLE --- ------------- CAULE BOXGV ' / r GV GAS VALVE ® MH MANHOLE \ ,'--'-'"" p RCP REINFORCED CONCRETE PIPE I.E. INVERT ELEVATION FIRE HYDRANT __ _--' TO BE REIVIPVL _-` , BY 6THER5 0 CP CALCULATED POINT 0 IPS IRON PIN SET ( 5/8" REBAR) 0 IPF IRON PIN FOUND — EOH — ELECTRIC OVERHEAD _174- — EUG — ELECTRIC UNDER GROUND �` i 'XR7' — SS— SANITARY SEWER LINE ' ` ` ,GUARD IiOUS — W — WATER LINE �`� ,�' I _ — gI — GAS LINE `` -'-- - 1 _ TOH — TELEPHONE OVERHEAD --17.2 -♦'' '^ 0 — CHAIN LINK FENCE ♦ - ; , �- GUY ANCHOR - . .'""-------------_\ ,-1 ro T.B.M. TEMPORARY BENCHMARK 0 C.O. CLEANOUT TMS TAX MAP SHEET CMP CORRUGATED METAL PIPE (M) MEASURED (R) RECORD C H \ C&E 1-4W 1 1 / X / W r / I + 1 I I I 1 / I I 1 1 ` 1 /1 1 1 1 1 I / r I r I , I 1 ! , N ! r ' r ! O /com I , 1 , / 1 , I I / I , / , , 1 / , 1 - _ - \ - - - - - - - - - - - - - - - - •- Q ' 1 / / NO WETLANDS PRESENT ON SITE ----- -_USMC SURVEY DISC L2 N-94007.41 E-751884.41 ELEV. 16.37 [53.71'] NOTE. AREA SURVEYED SCALED FROM PROPOSED SITE PLAN UTILITIES SHOWN ON THIS SURVEY WAS OBTAINED FROM SITE DEVELOPMENT CONCEPT P045 RESERVE TRAINING CENTER ISTONE BAY RIFLE RANGE MCB CAMP LEJEUNE, NC, AS PREPARED BY C. ALLAN BAMFORTH, JR., PROVIDED IN RFP. FREELAND - CUNKSCALES & ASSOCIA TES, INC ENGINEERS * LAND SURVEYORS 201 2nd AVE. EAST HENDERSONWLLE, N.C. 28739 (828) 697-6539 Fax (828)-697-4195 Eustis, FL J2726 (352) J57-0415 REF PLAT BOOK SEE NOTES REF. DEED BOOK ** TAX MAP ** PARTY CHIEF DPP DRAWN JDA DATE DECEMBER 26, 2005 DWG.NO. H25306 Sm 1 i.;^C'i"-:A FOR OXAW RfR M%FAC DATE DES MRJ I DR CEH CHK RCC I oC X DESIGNER X REVIEWED BY X OC X aC/EIC X FIRE PROTECTION X BRANCH MANAGER X DESIGN DIRECTOR P.E. or RA O �al z` Q Z 0 Z 0U J 0 iLL U� z cc �$ zJ`Q LU :4 4U �Q 0 Z Z zw ZE w �Z Z F- Q zWW2 pcW o cn � W L.0 o 2F w Uz w_I iEU J�� w= U oL �crwLa , rn U Q U m z N wZr U w CODE FO. N0. 80091 1 SIZE D SCALE' 1:400 AGENCY NO. JOB ORDER NO. SPEC- NO. 05-05-5021 CONSTR. CONTR. NO SHEET OF CS101 I 0 w MEET AND MATCH / \ OROJEPT BOUNDARY/FENCE 49.45M EXISTING PAVEMENT \ / - / MEET AND MATCH (162.2) / / BYPASS OVERFLOW W)JR ELEV. 16.6 I / \ MENf TC173g TERRACON TEST 012406 / 16.80 17.00 1 �20 17_40 . 17.50 TC A / ----------------- -- ---- --- 5'---------------- - - -- Jg --- -- --- -- -- --- -- L --- -- -- --- - - -------- - - ----- -- D -------------------- r MIN. C 20.0 - VEGET TED / VKCENT LEWIS TEST 030706 - -17.8- - (57. 5) 1,� -/j � 2M WIDE B CUT 173 EXISTING CONTOU -- FILTER / / - - - - S - - , 1 ROPOSED CONTO R 20.0 _ (2% S OP / 1 �1� \ \ �� - - - - - �71 `� (65.62) / I FILTRATION /WIN l�8 �) \ i \ J Ss SPOT ELEVATION 20.0 _ / 7. `' 1 rn 45.5�M / / / (59.05) - - \ 1 (65.62) > (149.41) i l8� 8`g 8S9 \ /) 1 Q 1 BYPASS OVERFLO WEIR E 16.6 / i y \ 1 ! z 0 4000 8000 16000 \ O I I 13.75 F- 9 45.11 X / SCALE: 1:400 NOTE; W / / 21 �1 \ / / / 1 z ALL SPOT ELEVA ONS AR TO EDGE IOF (70 5) \ ` I PAVEMENT UNLES OTHER SE NOTES. 1 O L-J I` J V•. DO / \ 1 / I z w ALL ROOF DRAIN WILL B DIRECTED II SUCH THAT RUNOFF / / 1 Ln c: I / / 2 8 M ENTERS SWALES EFORE EACHING 11HE INFILTRATION BASINS RE ERVE TRAINING FACILITY 1 (42 22) I � � F.F.E. = 18.4 � ALL SIDE SLOPE OF INFI TRATION BASIN ARE TO BE NO \ \ I z STEEPER THAN ( :1) I / O- \ \ I / v \\ o 0 0 1 e O I \ \\ I C, Ir 0 T \1B :°DP I look 10 \ L / co CON RETE M NU4ENT �`�' I \ N-9053.42 / o0 A& � + 9. E-7 1368. L . o EL 16.9 [5/5.6 r \ �1 I _ _ PR ECT I PLACE LOADINGDo / I I \ RAMP (5 . / I o 19 �> (59.05 w o 116p (2 4.0) / / 5775) 00cil \ w Z \ 00 1 1 1a�� v z\ 1.62M wQ\it0 / _ 25.0)� 1 / / Ld ILL - ILL' ` - - - \ \ - \ (7 09) CABLE B6X 12. \ TOP GRATE W.7 \ \ 4I i \ (56 2.06 3 / / - - - - _ I \ WAS AC cv �1�b I \ / - - - \ 1 /7. CV f I Q / /�j 89.26M \ \ \ I /\1. / \ �(1 --(29 . 7.8 17.2 17b� \-\SWALE,#1 17 D I / / \ 55 / / - // USMC SURVEY DISC 12 / ) I ( \ \ / I �'`� N-94007.41 \ �____ INFILTRATION BASIN #3 `�6 2M WI E CURB/ CUT \ I I \ E-751884.41 �Q4_ , _ \ \ I I I I / / ! / ELEV. '16.37 [53.71'] VINCENT LEWIS TEST 030706 \ / \ 17.2- WP �17.0-/ \^- ���/ APR 2 6 2006 /-----16.6---- --- 1 5 opwo & MIY - SV61CW M WE FIX 0AWA n WFAC VAX DES MRJ CEH CHK X I OG X DESIGNER X REVIEWED BY X oc X AIC/EIC X FIRE PROTECTION X BRANCH MANAGER X DESIGN DIRECTOR P.E. or R.A. Z Q Z $v0 g ICE 72 jp 0��_ zZrn �0 zJLL 42 LL 10 (!3Q Z z Zw cr H Z �Z w WWm > > W cn LU ``'WJ LU �U z oLL dW= J w V�> cL ` Z � A CODE ID. NO. 8OD91 SIZE D SCALE: 1:400 AGENCY N0, JOB ORDER NO. SPEC. NO. 05-05-5021 CONSTR. CONTR. NO. N62470-05-R-5021 NAVFAC DRAWING NO. SHEET OF - S-*ECCe10yF204 II -- ---5 17 C 0 `7j4 - TEMI�ORAR� - - - \ ` \ SILT FENCE \ I DIVERSION DITCH \ \ \ TST 3 / \ J/ TEMPORARY CONSTRUCTION ENTRANCE SCALE: 1:400 ILEA SILT FENCE LIMITS OF CONSTRUCTION —LOC— CATCH BASIN ■ TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY SILT TRAP ED TEMPORARY DIVERSION DITCH —TDD — i ir�AR 0 S 2006 LtJy 0 D NC WT-1F1»: D:fiT: a T ACM - SATUX M(f TO DATE AFrRM FOR Ca11DFUER TNVFAC RATE DES MRJ I DR CEH CHK x I QC x DESIGNER x REVIEWED BY x QC x AIC/EIC x FIRE PROTECTION x BRANCH MANAGER x DESIGN DIRECTOR P.E. or RA 2 Z Z 0g o Zw Zw a " 06 l- z zQ< J W LL z0 Lr)a Z Zir ZW w �Z o Z Q � W Wwm Z>w f- W W J W Ld y 1 —1J V/ W xV dw=Q Lo- g�w z a a w < U o 0i Q o °; No 0 Z IL W CODE 10. NO. 80091 SIZE D SCALE: 1 :401 AGENCY NO. JOB ORDER NO. SPEC. NO. 05-05-502 CONSTR. CONTR. NO. N62470-05—R-502 NAVFAC DRAWING NO SHEET OF CG102 URAWFORY RUMM 01 AUUW 2W4 C 7 m 2 � 3 L� C STAG 1 CONSTRUCTION SEQUENCE 1. ESTABLISH LIMITS OF CONSTRUCTION. 2. INSTALL SILT FENCE AS SHOWN ON PLANS. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON PLANS. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IF DIRT/MUD ON THE ROAD BECOMES AND ISSUE, THEN A WASHRACK WILL NEED TO BE INSTALLED. 4. BEGIN CLEARING AND GRUBBING WITHIN LIMITS. 5. INSTALL INFILTRATION BASINS, PERMANENT OULET SWALES AND TEMPORARY SEEDING. 6. STRIP 150 [6'1 OF TOPSOIL. STAG 2 CONSTRUCTION SEQUENCE 1. ONCE PARKING AREAS ARE PAVED, SILT FENCE AND TEMPORARY SEDIMENT TRAPS CAN BE REMOVED. 2. INSTALL PERMANENT SWALES AND CURB CUTS. 3. INSTALL PERMANENT SEEDING. SEEDBED PREPARATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 75 [3'1 DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTRANCE AREA TO 150 [6R] DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE B UNIFORMLY AND MIX WITH SOIL (SEE BELLOW). 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 100 TO 150 [4" TO 61 DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 0 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPER PHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL 1 1 2 EROSION CONTROL NOTES 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 7.40 ACRES. 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDENER DLQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER. 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE NCDENER DLQ ENGINEERING DEPARTMENT. 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER. 8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. EROSION CONTROL MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 150 [61 DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5• GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 50 [2R OF #4 STONE TO MAINTAIN 150 [61 DEPTH. 3 GRADING NOTES 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS. 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES. 6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR. 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. PERMANENT SEEDING MOUNT/OF ME GRASS TYPE 1000 S.F. SI EDING INITIAL BERMUDA, COMMON 1-2 LBS. APRIL THRU JUNE 25 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31) 5-7 LBS. JUNE THRU AUG. FEB. THRU OCT. 25 LBS. 10-10-10 SERICEA LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APRIL 25 LBS. 10-10-10 TEMPORARY SEEDING GRASS TYPE 1000 NS.F. OF SIE DING INITIAL RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 il 5 MAR 0 8 2006 ��Y� •o••gSH CAR �O O�ESS�Q n_ S4. FF:._ 1,:ju RN Nam ,cmm - s9erFcmRr w a9E /PFRUED FOR CMUVM MWAC DES MRJ DR CE CHK X I OC DESIGNER REVIEWED BY DC AIC/EIC FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR P.E. or R. §H� z z mzN Of OV0 Of Q I U z > o O� 1� zZ � J 0_U In W Q z 71 < V u. a� LL 10 �ZZ z Z ZW cc w �Z z F- Q W w W M z LLI z>W I- �W LWJ � �p Lu '^ W J �U -i VJ �W= W ul 0_W Q�� a z -� z C) Z , �Qo m N z W CODE ID. NO. 80091 SIZE D SC&E'. N. AGENCY NO. " ORDER NO. Ste• NO. 05-05-5� CONSTR. CONTR. NO. N62470-05-R-5 NAVFAC DRAWING NO SHEEP OF CG103 ORANFGRII REVOM 01 AUMW 2W4 C 0 I` - - - - -- 4 I t I 3 � 4 STORM = 16.57 (54.39] PVC SEDIMENT MEASURING TOP OF DAM = 16.6 [54.5] SEDIMENT C ING ELEVATION 16.15 [53] 1 D ELEVATION 16 [52.5] SHWT ELEVATION 15.25 [50.0] 100 [4-] CLEAN SAND INFILTRATION RATE = 38.10 [1.5-] PER HOUR INFILTRATION BASIN #1 SECTION NOT'TO SCALE NOTES: I A lai ZZ J FW- 0 21 n :....'...':.'... o •�I4 6'.ctiti:::. ''STON..- 114.3 [4.5-] STORM = 16.96 (55.67] PVC SEDIMENT MEASURING DEVICE TOP OF DAM = 17.0 [55.7] :n SEDIMENT C ING ELEVATION 16.45 [54] LEVATION 16.29 (53.451 SHWT ELEVATION 15.55 [51.0] 100 [4-] CLEAN SAN INFILTRATION RATE = 38.10 [1.51 PER HOUR INFILTRATION BASIN #2 SECTION wore acAI.E :::. . 7.6M [25'] OR WIDTH ... ...........:::: •.... • OF PROPOSED ..................... :::i :::::;E{:::::: STREET, WHICHEVER ......... • :::::::• ......:::• .. ;s.::: IS GREATER PLAN 15.2M 50' MIN. 4.5M (15'] R N 5 SECTION//// EOTEXTILE FABRIC IDES PEE to 1 �AX5 A. COARSE AGGREGATE (51-76. 2--3.1 STONE) SHALL BE USED. PAD TO BE 15MLX9MWX152D [50'L X 3O'W X 6"D] MIN. PLACE A MINIMUM OF 76 3 OF STONE IN A CUT SECTION TO HELP SECURE FILTER CLOTH. B. TURNING RADIUS SUFFICIE 0 ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. C. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING MAY BE NECESSARY. E. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY. C}OM-PA-CT�ED I I - ST7A�-B�ILIZE DIVERSION DITCH CROSS SECTION AND EWeE, NAMN$FFODING NETTING ��KK UPSLOPE�POSITIVE GRADE 1.0% MAX. / N _. : FILL SLOPE - �� . - a rI. - a ��. - o - . - a -,ti • a 1. 2. 3. 4. GUIDELWES FOR TEMPORARY SILT FENCE NOT TD SCALE PLACE STABILIZATION FABRIC JUTE MATTING OR EQUAL 15� I'r 5.0' f BRASS LINED SWALE #1 SLOPE FABRIC SKIRT THE ENGINEER PLACE STABILIZATION FABRIC JUTE MATTING OR EQUAL y 5 .4, .1 7 5 Ir 15.0' GRASS LINED SWALE #2 STORM = 16.57 (54.451 PVC SEDIMENT MEASURING DEVICE 1 SEDIMENT TOP OF DAM 16.6 [54.51 ELEVATION 16.15 [53) SHWT ELEVATION 15.25 [50.0] 100 [41 CLEAN SAN INFILTRATION RATE = 38.10 [1.5' PER HOUR INFILTRATION BASIN # 3 SECTION NOT70 SCALE BOUNDARY \ 50' VEGATATIVE FILTER I v. - - - - - - - TRAPEZOID SWALE-JBYPASS WEIR - VEGETATIVE FILTER DETAIL NOT TO SCALE PLAN VIEW TOP LENGTH 5' MIN r1.5 1800 CU FT/ ACRE 5' MAX. CROSS SECTION \ EXTEND TRAILING SECTION OF ROCK AS REQUIRED TO ACHIEVE STABLE CONDITIONS. STONE SECTION ROCK USED FOR OUTLET TO BE A WELL -GRADED MIXTURE OF STONE WITH A d-50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE) AND A MAXIMUM STONE SIZE OF 14-INCHES. Reserve Training Facility & VehicleMaintenance Facility Temporary Sediment Trap MAX 5AC Rational Method Calculations Q=CiA Trap Ffficiencyfor 75%: Surface Area (sq fl.)=(peak flow)(0.01)(43560) TrapEfficiency Dimensions Prosided stor a Weir sized for area Min Weir len th T:2p] Disturbed area ac Total drainage area ac Trap sized for area Required stor a C Coefficient 1 blensi Q 2- ear Bow Required Surface Area of Tra s fl: Hei ht A�crage widti► A�lerage len th Provided Surface Area s 1l Bottom width Bottom le th To p width To p le th ST#1 4.50 ac 4.50 ac 4.50 ac 8,100 cf 0.60 5.03 13.58 5916 2.0' 45' 90, 8912 13,586 cf 4.50 ac 10 ST#2 2.21 ac 2.21 ac 2.21 ac 3,980 cf 0.60 5.03 6.67 2905 2.9 51' 102' 11,657 21,612 cf 2.21 ac 6 ST#3 0.43 ac 0.43 ac 0.43 ac 770 cf 0.60 5.03 1.30 565 2.0' 43' 86' 2211 41' 84' 45' 88' 3,046 cf 0.43 ac 6 * Infiltration basins will be constructed to be used at temporary sediment traps TEMPORARY SEDIMENT TRAP NOT TO SCALE � 2 3 4 ' 5 APR 2 6 2006 ` LBY:_ E93 ACININ - SUIVAMW FO 01,E APHIO,TD FOR OMUVW NWAC DATE DES MRJ w1 CEI CHK X I ac ) DESIGNER ) REVIEWED BY ) OC ) AIC/EIC ) FIRE PROTECTION ) BRANCH MANAGER ) DESIGN DIRECTOR P.E. or RA ~� a Z �Z�n J 0 I Ztt z U06_ aQ Z Epp ZJ� 4Q U Qw w Z / IS pZU Z '0R v Z Z zw LU z �Qj5 W LU Z �W �WJ � H w J �/) _j = W W "' O u_ z :2 >a Qom U z Z o w CODE ID. N0. 80091 SIZE D SDaEE: N.T. AGENCY NO. JOB ORDER NO. SPEC. NO. 05-05-502 CONSTR. CONTR. NO. N62470-05-R-502 NAVFAC DRAWING NO. SHEET OF CG501 ORAWRBNIFEMMIH maw 20134 C 0