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2330 OPERATIONS DRIVE
DURHAM N.C. 27705
P: 919.382-2888 .
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C/0 RONNIE BROADWELL ¦ 537 MARKET STREET, SUITE LL20 ¦ CHATTANOOGA, tENNESSEE 37402
1434 COLE MILL ROAD P 423.266.4990 F 423.266.5700
L ENERAL CONDITIONS APPLY TO THIS SITE. THE FOLLOWING MUST BE DONE PRIOR TO ISSUANCE 0 ISSUANCE OF A GRADING PERMIT: ¦
DURHAM NC 27705 THE FO LOWING G 1. SITE PLAN REMAINS VALID AFTER 2 YEARS ONLY FOR THOSE PORTIONS OF THE SITE THAT HAS ACTIVE PERMITS www.horvathassociates.com ¦
OR HAS ALREADY RECEIVED CERTIFICATES OF COMPLIANCE.. 17. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, L ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE V~C~NITY MAP ¦
OF A GRADING PERMIT. 2. A NCDOT DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTK)N.
18. ROOT ZONE PROTECTION AREA EQUALS ONE FOOT OF RADIUS FOR EVERY IN NO SCALE ¦ ,DIUS FOR EVERY INCH OF DIAMETER OF EXISTING
3. BY REFERENCING ROADWAY IMPROVEMEiNTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLO )ISTURBANCE ALLOWED WITHIN THIS AREA, ¦
IMPROVEMENTS PRIOR TO THE ISSUANCE OF GERTIHC:ATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW • THEM TO FUNCTION As NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM THE FOLLOWING MUST 6E DONE PRIOR TO ISSUANCE 0
STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED i0: ADEQUATE ISSUANCE OF A BUILDING PERMIT: DEVELOPMENT SUMMARY ¦
TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED 19. All SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS TOR ALL JD DEPTHS TOR ALL PROPOSED UTiUTIES Q
' IMPROVEMENTS AND BIKE LANES, THE APPLICANT ALSO ACCEPTS THE F1NANgAI RESPONSIBILITY FOR WATERLINES SANITARY SEWER AND STORM DRAINAGE CONVEYANCE SYSTEh )NVEYANCE SYSTEMS} SHALL BE REVIEWED AT SITE SUMMARY ¦ ~ _Z
~ AQUISlTION OF ANY ADDTlIONAL RIGHT•OF-WAY NECESSARY TO ACCOMODATE THESE IMPROVEMENTS AND ( ANY REQUIRED SIDEWALK CONSTRUCTION. CONSTRUCTION DRAWING SUBMITTAL AND BE SUBJECT TO APPROVAL BY THE APPROVAL BY THE CITY OF DURHAM PUBLIC TOTAL SITE AREA: 624,544 SF 14. ¦
TA LA WORKS DEPARTMENT BASED UPON THE DESIGN CRITERIA AND STANDARDS SE 16 CONSUL NT P CE, SUITE 201 pEPARTMENT. AND STANDARDS SEi FORT H BY THE PUBLIC WORKS ZONING: PDR $,5 I ~ ACJ O O
4. THE LOCATION OF THE SIDEWALKS SHOWN ON THIS P1AN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT ¦ ~ ~ EXISTING USE: SINGLE FAMILY RESIDENTIAL
DURHAM, N.C. 27707 ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED 20. OPEN SPACE AREA Wlu BE DEDICATED wTTH THE FIRST FINAL PLAT. PERMITS, PLEASE CONTACT THE CQ1' OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 4L PLAT. RIVER BASIN: ~ NEUSE ¦ O Q
P: 919 490'4990 560-4326 FOR A PRE•cONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED 2L 100' GREENWAY EASEMENT ALONG LITTLE LICK CREEK TRIBUTARY iA Wlll BE C UTARY IA WILL BE DEDICATED WITH THE FIRST FINAL WATERSHED OVERLAY: F/J•B ¦ ~ U
SIDEWALK. PLAT. THIS 73,598 SF GREENWAY DEDICATION WILL SATISFY THE PUBLIC OPEN S F: 919 490-8953 PAYMENT•IN•UEU OF OPEN SPACE WILL NOT BE REQUIRED. THE PUBLIC OPEN SPACE REQUIREMENT AND INSIDE UGA, INSIDE CITY LIMITS ¦ ~ _
5. SUBDIVISION SITE Wlll BE MASS GRADED. Z Lu ~
V-mail: re .brickhamCholVathassociates.COI11 22, ALL BUILDINGS MUST BEREMOVEiDFROMTHESITEBEFORETHEHRSTFINALPLA' EACH SIDE OF STREAM, MEASURED FROM TOP OF BANK. NO CLEARING OR 6. 50 UNDISTURBED STREAM BUFFER RECORDED. THE HRST FINAL PLAT CAN BE APPROVED AND ¦ ~
GRADING O1HER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGEI'AT10N O DEVELOPMENT PLAN AND PDR 8.5 ¦ Z Z
PERMBTED, THE FOLLOWING MUST BE DONE PRIOR TO ISSUANCE OI ISSUANCE OF A CERTIFICATE OF ZONING DESIGNATION APPROVED BY w CITY COUNCIL ON FEBRUARY 19,1973 ¦
7. BUILDINGS AND OTHER FEATURES THAT REQUIRE GRADING AND CONSTRUCTION SHALL BE SET BACK AT LEAST .OCCUPANCY: ORDINANCE N0.3682 ~.L..
TEN (10) FEET FROM THE EDGE OF THE BUFFER, ¦ U Q
~ 8. FOR PUBLIC STORM WATER DRAINAGE EASEMENT: OWNERSHIP OF, AND RESPONSIBILITY FOR, IMPROVEMENT 23. AN AS•BUILT CERTIFICATION, PROVIDED BY THE ENGINEER, IS REQUIRED PRIOR S REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE ¦ ~ _
AND MAINTENANCE OF STORM WATER FACILIiIES IN THIS EASEMENT REMAINS WITH THE GRANTOR. IF THE OF OCCUPANCY ¦
PROPERTY IS WITHIN OR BECOMES A PART OF THE CTIY, THE E:ASF1vIFJ4T AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO THE TERMS AND RESTRICTIONS STATED iN THE "REVISED DECLARATION OF RIGHTS EASEMENTS" 24. STREET TREES REQUIRED FOR EACH LOT AND ADJACENT OPEN SPACE SHAH BI 'EN SPACE SHAH BE INSTALLED PRIOR TO THE ¦ D
RECORDED BJ REAL ESTATE BOOK 2298, PAGE 208, WHICH DOCUMENT IS INCORPORATED. HERFJN. THIS ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THAT LOT. SEE STREET TREE' )T. SEE STREET TREE TABLE ON SHEET P110 FOR LOTS
EASEMENT AND REVISED DECLARATION DO NOT CREATE THE OBLIGATION TO PROVIDE PUBLIC AND OPEN SPACE TREES WHICH NEED TO BE INSTALLED AT THE SAME TIME FOR MAINTENANCE. NO BU0.DINGS, STRUCTURES, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE THE SAME TIME FOR APPROVAL. ¦
EASEMENT EXCEPT ACCORDING TO THOSE TERMS. 25, ,EACH IANDSCAPlNG COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTOOI E INITIAL INSPECTION WILL INCUR A $100 ¦
RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY PLANN 9. ALL DEVELOPMENT WITHIN THE FLOODWAY AND FLOODWAY FRINGE, INCLUDING FILL, NEW CONSTRUCTION, RE-INSPECTION. 1RHAM CITY PLANNING DEPARTMENT PRIOR TO ¦
SUBSTANTIAL IMPROVEMENTS, MANUFACTURED HOUSING, STORAGE OF MATERIALS AND STORAGE OF TOXIC
OR FLAMMABLE SUBSTANCES, LS PROHIBITED EXCEPT AS PROVIDED BY APPLICABLE FLOOD HAZARD 26. CONSTRUCT ALEFT-TURN LANE ON CHANDLER ROAD AT THE SITE ENTRANCE N REGULATIONS. STORAGE, IE SITE ENTRANCE WITH A MINIMUM OF 100' OF FULL ¦
- FLOOD PLAIN ELEVATION: 302.303 ¦
F100D PLAIN ZONE: AE 27, A CLOMR FOR ALL FILL WITHIN THE FLOODWAY FOR TRIBUTARY lA SHALL BE RE ARY lA SHALL BE REQUIRED PRIOR TO OBTAINING A ¦ ~ O ~ ~ ~ ~ ~
FFJv1A MAP NUMBER: 37063C0177G BUILDING PERMIT ON THIS SITE, A LOMR FOR ALL FLU. WITHIN THE FLOODWAY Ff - FEMA MAP DALE: FEBRUARY 2,1996 REQUIRED PRIOR TO OBTAINING A CERTIFCATE OF OCCUPANCY ON THIS SITE. THE FLOODWAY FOR TRIBUTARY IASHAII BE E ANCYONTHISSTTE. 1ISTING OP PERMITS AND APPROVALS ASSOCIATED WITH PROJECT ¦
10. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE DEHNR AND THE U.S. CORPS OF 28. FOUNDATION SURVEYS Wlll BE REQUIRED PRIOR TO FOUNDATION INSPECTION ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN OR NEAR A LAKE, (DUE TO THE BUILDING FOOTPRINTS BEING PROPOSED SO CLOSE TO THE 10' NC )ATION INSPECTION APPROVALS ON LOTS 20-27 CITY OF DURHAM SUBMISSION RESUBMITTAL APPROVAL ¦ LOSE TO THE 10' NO•BUILD ZONED,
STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF WATER AND fTS ADJACENT WETLANDS. 26 MAY 2005 ¦
29. "AS-BUILT' FOUNDATION SURVEYS WILL BE REQUIRED PRIOR TO ISSANCE OF CEI 11, DOCUMENTATION OF PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S CERTIFICATE) FOR THE TO ISSANCE OF CERTIFICATE OF OCCUPANCY Site Plan Package
ESTABLISHMENT OF A HOMEOWNER'S ASSOCIATION DECLARATION OF COVENANTS AND RESTRICTION FOR 30, WHEN THE NUMBER OF UNITS REACHES 100 A SECOND WATERLINE CONNECTIC Fire Flow Test (results received) ERUNE CONNECTION TO THE SITE WILL BE
THE COMMON AREAS FOR PERPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED AND REQUIRED. IMPROVEMENTS AND LANDS IS REQUIRED AT THE TIME OF FINAL PLAT. Engineering Construction ¦
31. THE FOLLOWING ITEMS ARE NOT REQUIRED FOR SITE PLAN APPROVAL BUT ARE Plan Sign•off APPROVAL BUT ARE ITEMS THAT ARE REQUIRED Water Permit
12. CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT SUBJECT TO TERMS STATED IN THE BEFORE CONSTRUCTION OF WATER, SEWER, STORM DRAINAGE AND STREETS C DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR ULTIMATELY RESPONSIBLE TO MAKE CERTAIN THAT THESE TEEMS ARE COMPLETE, AGE AND STREETS CAN BEGIN: DEVELOPER IS ¦ uiS ARE COMPLETE AND APPROVED. Sewer Permit
• DESTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
1. CONSTRUCTION DRAWINGS REQUIRED. THE DESIGN ENGINE i THE DESIGN ENGINEER (A NCPE) WILL SUBMIT 3 SETS Final Plat JD PROFILE IF REQUIRED) TO CITY ENGINEERING ¦
13. EACH TOWNHOUSE LOi SHALL HAVE A FROM, SIDE, OR REAR PRIVACY YARD HAVING A MINIMUM AREA OF OF CONSTRUCTION DRAWINGS (PLAN AND PROFILE IF REQU 100 SQ. FT. ON EACH LOT. FOR REVIEW AND APPROVAL BEFORE STARTING CONSTRUCT ~RTING CONSTRUCTION. THIS SUBMITTAL MUST BE Record Drawings
DONE PRIOR TO APPLYING FOR A BUILDING PERMIT. NOTE:TI JG PERMIT. NOTE:THE APPROVAL OF ¦ D
14. THISSITE PLAN CANNOT BE APPROVED UNTIL A RECEIPT FROM THE NORTH CAROLINA ECOSYSTEM CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN AF ENHANEMENT PROGRAM CONFIRMING PAYMENT OF THE $11,453.02 OFFSET FEE HAS BEEN RECEIVED BY THE FROM SITE PLAN APPROVAL COUNTY OF DURHAM
• CTiY OF DURHAM, THISMEMORANDUM SHALL SERVE AS NOTICE TO THE NORTH CAROLINA EEP THAT PAYMENT 2, FIRE FLOW ANALYSIS REQUIRED. FIRE FLOW ANALYSIS REQUB Erosion Control Plan ¦ W ANALYSIS REQUIRED. WATERLINE SIZES MAY
IS DUE. PLEASE SUBMff A COPY OF THIS DOCUMENT WHEN MAKING A PAYMENT BY MAIL OR IN PERSON. CHANGE BASED ON ACCEPTABLE FIRE FLOW ANALYSIS, COT NCEEP MAILING ADDRESS: CAROL SHAW, NCEEP,1652 MAIL SETtVIq: CE~IT[3t, RALEIGH; NC 27699-1652. 560.4326 TO SCHEDULE FLOW TEST OR TO OBTAIN CURRENT: OBTAIN CURREN~SYSTEM DIA ENGINEERING @ NCDOT ® JU~ ~ ~ D
• NCEEP MAIN PHONE NUMBER: [phone]. ' Driveway Permit ¦ WC:~ pSNR. S~~R ~ ~8
3. WATER PERMIT REQUIRED. SEWER PERMIT REQUIRED. REQUIRED. 4~+0 Q 1y
THE FOL W UST BE DONE PRIOR TO ISSUANCE OF A ZONING LO LNG M JOB SITE COPY: A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND ¦ ASR®~,~
COMPLIANCE FORM: AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO EVALUATE COMPLIANCE WITH THE APPROVED SITE PLAN. REQUIRED INSPECTIONS ¦
WILL NOT TAKE PLACE IF THE JOBSITE COPY IS NOT AVAILABLE AND RE•INSPECTION
15. EROSION CONTROL PLAN TO BE SUBMITTED TO THE PLANNING DEPARTMENT FOR VFJ2IHCATION PRIOR TO ISSUANCE OF A ZONING COMPLIANCE FORM FEES WILL BE CHARGED. ¦
APPROVAL STAMP ¦ .a~~cE~ ~'=j~~~ /'a~~ ~bw 'h''oao4cctluum. /~4 Jy,~y ,y ~ ~ hn ~7 oy t?,~r) dJ d
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DENR•WATER QUALITY ¦ SHEET NO,
WETLANDS AND STGRMWATER BRANCH
C000 C A sa'bf # D A go' `5 %31 7mw a a ¦
CCOPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION 'WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED ¦
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8'WA~1~ 2330 OPERATIONS DRIVE ! ! LOT # LOT S.f. LOT # LOT S.F. ,r / ,~pU,~y~ ~ DURHAM, NC 27705 DRIVE TOWNHOMES C ~ OO SCALE:1"=60' ~ l7 ~ ; f ; ROADS AREA = 7b,013 SF 12,17% OF TOTAL AREA
! 1 3302 28 2560 im'1 ~ R,pyy,~ 9f9 382-2888 ' WALKWAY AREA = 9,020 SF (1.44% OF TOTAL AREA)) ¦ gyp`' a`~~ q~)~,~~`~aC,~''~~~"t
S - 4 i ~ j 2 2923.. ~ 2750 ~ f~'a 919 382 041 ALLOWED PER LOT IMPERVIOUS AREA =1,700 SF ~~`'~e,~'~ Y N. 1~a~~°
60' PUBLIC R-O-W f ~ ~ 3 2698 30 2062 SITE SUMMARY 18 EX. l , 1,700 SF/LOT x 53 UNITS = 90,100 SF (14.43% OF TOTAL AREA)
t 4 3226 31 2062 _ Y...._._..•....._.._._ _......._.........•....w____...... PAVEMENT WIDTH _ ~~J~'•"'" ~ ~ N~ry:•~~'' TOTAL IANDAREA - 624,549 SF (14.33 AC) SF (14.33 AC) TOTALUAPERVIOUSAREA=175,133SF(28.04%) ¦ '~~t~~~
__________.1 5 2919 32 2062 Y'~~" x-~"~'. M~~~'. , ~ ~ r~~,c~~. -,~,~4`.':~_• ` • EXISTING ZONING: POR 8.5 8.5 FUTURE DEVELOPMENT ¦ ~ I t ~ I ~
~ 6 2083 33 2062 ~ •:r •.r.,,~~,, - n,~{{~ p ' ,w b ~ 4 w;; ;;;t, OVERLAY DISTRICT: F/J-B S TOTAL FUTURE IMPERVIOUS AREA = ]06,434 SF (17,04%) ¦
r 7 2044 34 2062 . 1'. R~• . ~ , EXISTING USE: RESIDENTIAL DENTIAL
I r 8 2040 35 2750 ~ RIVER BASIN: NEUSE RIVER SE RIVER ~ I I
9 2040 36 2750 • „ •c~,.~,~,,> TOTAL LOTS: 53 ¦
' i 0 2720 37 2062 ; K~,~~; • 'r ' x BUILDINGSEPARATION: 25' MIN ~tIN ¦ ( I
7 0 38 2062 K~ . ~ ~ . 11 2 2 ,,y,w . ~.:r`'•~:, w BUILDING HEIGHT: 35' MAX AAX
12 2063 39 2602 MOTS • ~ xSEIBACK W INTERIOR UNIT = 24' LOT IDTHS: 2108 UNIT = 24' ¦ RIOR UNIT= 32' ¦ I
13 2145 40 2602 2SPACB PER ( S~SItE PLAN FOR EXTERIOR UNIT = 32' 2852 41 2750 1-DRIVEWAY LOCA110NS, UNRS 15,17,22, • 14 { PARKING REQUIRED: 106 - 2 PER UNIT
1•Cad1RAGE 2~28,29r1~35 15 3278 42 2718 { { PARKING PROVIDED: 106 -1 DRIVEWAY, l ~ 2 PER uNIT BUILDING SETBACKS OVERALL SITE SETBACK FROM DEVELOPMENT PLAN ¦
{ ' 16 2590 43 2040 { { 1 DRIVEWAY, l GARAGE PER UNIT LEGEND I I = 50' FROM EXTERIOR PROPERTY LINE ¦
17 2384 44 2040 l- - - - ~ - - J TOWNHOME LOTS *FRONT SETBACK=20' min OPEN SPACE ¦
2257 45 2040 np~, 8'SEtBACK OPEN SPACE CALCULATIONS: 18 SEtBACK 1YPICAL TYPICAI, TOTAL SITE AREA: 14.33 AC. (624,5 'i *SIDE SETBACK=B' min DRAWN BY: CHECKED BY:
19 2118 46 2040 BUUDUVG gUkDY~C PRIVATE OPEN SPACE: 14.33 AC. (624,549 SF) *REAR SETBACK=10' min ¦ LRS
~ F041PRINT 53 LOTSx100 SF/LOT: 5,300 SF (OJi 20 2051 =47 2880 5,300SF (OJ2Ac) (0.85%J ~ 100-YR FLOOD PLAIN ¦
21 2701 48 3172 OPEN SPACE REQUIREMENTS DATE ¦ 03/27/07
22 2560 49 2262 PER ZONING ORDINANCE: 1.72 AC. (74,946 1.72 AC. (74,946 SF) (12.00%) ~ FLOODWAY scALE
100 PER DEVELOPMENT PLAN: 5.00 AC. (217,800 S 23 2040 50 2136 pp~sp/~ S.oo Ac. (z17,soosFi (3a.s7%) ~ ~ ~ ~ ¦ 1" = 60'
24 1920 51 2261 nrnni. OPEN SPACE PROVIDED: p
25 1920 52 2034 AREA "A": 244,789 SF (5.61 10'SE~BACK AREA "B": 21,450 SF 0.49 244,789 SF (5.61 AC) (39.190 STREAM BUFFER M PROJECT 0511 NO.
26 1920 53 2706 TOTAL: 266,239 SF (6.10 i 21,450 SF 10.49 AC) ( 3.43%) D 2~~$ n2 266,239 SF (6.10 AC.) (42.6290) JUL N ¦ SHEET NO.
27 1920
OPEN SPACE INSIDE OF WAR•WATER A R8RA11CH WETLANDS TLpNDSANDSTORM NADR83 cloo 116,445 (2.67 AC.)
100 YEAR FLOODPLAIN: 116,445 (2.67 AC.) OPEN SPACE OUTSIDE OF
TYPICAL RM LET LAYOUTS 100 YEAR FLOOQPLAIN: 149,794 (3.43 AC.) ~ 149,794 (3.43 AC.) (68.77 % OF REQUIRED OPEN SPACE) 0 30 60 120 M TPP TREE PROTECTION FENCE ¦
SCALE: 1" = b0'
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~ I ' ~ ~ 11E PROPOSED 28LF / ~ ~ GRADETOHWI Qr, . ~ N 6'a d,, t". ~ ~ l J, d'
18':RCP II i r~ @1:0096 / .8'!@PVC _ PI@UC 87LF I ~ ' ¦ ,
,~'r R5'tffl' 8"PVCS/S ~ 31 @2A596 ..,w,,,
40 LF I I ~ EXfSTING GRADE 1 ~7 ~y a I i I n " a
2~'RCP 18" ~7.259< I ( 32 L.F.B"@ D0' @6A69< ,
8PL181lC ~ 300{
3'1 LP. 8'121 Do' RF~14VE PLUG AND BIA('2C 73LP II @0.5096PU@IC ANDRJSTAU.B" S/S ~ ~ I I ~'~aas'bSd'dA51`;'~9 OUISB~E . ~ /
3'PVCS/S II ~Nbq~tone) DROP ~ \ ~ II 1stSetotConshuction
@0,829' (Arboahor+e) ( x MIN I I ¦ 1 I nt Ca?nments I wDR
' ¦
ourslaE I ~i°~ I I end set of Con~nwtion
DROP I s®? I I " 2 I it>m~Commenb I WDR
1291E 295 295 8"PVCS/S OU~IDE 1 I 3rd Set of Corahuction
@42496 ( ¦ 3 I Oi/Z~ Conunenlt (WDR
I ¦
29 290
CORE DRIU,AND ¦ I
DATUaf ELEV I R~ T ®C~ p i I
290.00
ao^ O ~ ~ N ~ h ~ M.. b MN I JUL 11 208 ' I DRAWN BY: CHECKED BY:
O y b: ~ 1C ~ t0'4 Op Qi n ~ h ~ c3 O O^ ~ O ~ O O O.. "qia q" Mq "qi^ ~q "pia, "qia~ "pi'" Sao dal DATUdf ELEI DATUaf ELEV ' LRS JHL
2B~ 00 285:00 DENR-YVATEftDl1AU1Y YyETtAk~IDS AND STDRi~WATER SRANGH ¦ DATE
~ ~ h ~ " O1 /03/08
10f00 11+00 12+00 13100 14+00 1500 ~0 ~ SCALE
~ ¦ 1"=40'N 4'V
¦
I I I PROJECT O'
S0511 10+00 11+00 M HE BENCHMARK
NCGS MQNUM" THANDIEIr SHEET NO.
N.C.S.P.C. MAD 83 ¦
r2'~ FLATSTONE COURT PROFILE 4 ARBORSTONE SEWER OUTFALL N=813,MA445 C303
~C303JSCALE:P=40'H,4'V C303 SCALE:1 40'H, WV NAVD88 ELEV. 3660.656
©COPYRIGHf 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORMATH ASSOCIATES. P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

• _ .
PIN: 0841-02-85-5851 ~
36"REFLECTIVE ORANGE PID:158922 ~
SAFETY NETTING HOOKED ~ ~ ONTO PREFORMED CHANNELS METAL POST @ 8' O.C.
ON METAL POST. N
WIRE MESH, ATTACH WITH Y
WIRE STAPLES (ALTERNATE) , - .
N n
CRITERIA FOR USE OF ROLLED CURB* STD. CURB INLET ¦
i0P OF CURB ' 1. SINGLE FAMILY OR DUPLEX DEVELOPMENT. ¦
TRANS. TO C G TRANS. TO ROLL C & G - Y~: _
2, STREETS ARE SHORT LOOPSTREETS OR CUL•DE-SACS ~ SERVWG A MAXIMUM OF THIRTY DWEUJNG UNITS. STD. ROLLt~ C & G STD. RO C & G J a
' STD. C 8: G ; ~ ~
3. TRANSmON TO A STANDARD SECTION 5' ON EITHER ~ q6s, i 2° SIDE OF A CATCH BASIN OR FIRE HYDRAM. CURB & GUTTER TRANSITION AT CATCH BASIN ? RRO 3 ¦
~ 37.5'R
4, STANDARD CURB AND GUTTER WILL BE REQUIRED BOC FROM. PC TO PT OF ALl CORNERS. '
10 5' S' 10' tOP OF: URB TREE PROTECTION NOTES: p n R `I T
5. THE MAXIMUM SPACING BETWEEN CATCH BASINS IS ~ 30" ROLL 500' OR WHERE THE MAXIMUM GUTTER FLOW EQUALS 1~ A} INSTALL TREE PROTECTION FENCING AT THE SAME TIME AS THE EROSION ® 1 1 V 1 \ I A 1 1 1
10 CUBIC FEET PER SECOND. RAMS. SD ROLLC G TRANS. TO ROLL C G ~ C+&G i R . ~ s \ 6.625' 4:. ; R'1~ CONTROL MEASURES. MAINTAIN FENCING UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLEtED, ¦ A S S O C I A .T E S
STD. ROLLED G & G ~ "4•'- ` " ~ B) INSTALL TREE PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE
E XES VALVE BOXES MANHOLES, ETC. MUST STD. ROILED C ?3< ~ 6.25% SLO - ~ ~ ~ 6 MET R BO R-30 BE 6.5' OFF THE BACK OF CURB OR BE ENCIRCLED WITH STD, G ~ G ~ • ~ ' ` ' ` ' ° ~ N.• - PROPOSED CLEARING LIMITS AS DENOTED ON THE PLAN. M
A 6 THK:K CONCRETE SLAB,1 S' ON ALL SIDES OF THE `~s'• . ~ . • ' CURB & GUTTER TRANSI110N AT FIRE HYDRANT 'P ~ • ' ' ~ ~ ~ ~ C} LOCATE TREE PROTECTION MEASURES SO THAT THEY MAINTAIN A 6 FOOT ¦ 16 CONSULTANT PLACE, SUITE 201 • • RADIUS AROUND EXISTING PLANTS OR PROVIDE A 1 FOOT RADIUS FOR DURHAM, NORTH CAROLINA 27707
FACILITY. STD. ROLLED C BO • AREA CONCRETE = 250 SQ. !N. ' • ' EACH 1 INCH DIAMETER OF TREES (MEASURED AT A POINT 41/2 M P 919.490.4990 F 919.490.8953
61Rpw •i i' ~w~'.A •t' 'r,' .t 7, DRIVEWAY SLABS MUST UTILIZE STANDARD CONCRETE x " " ~ i 1 '.'6•r. • ' ~ FEET ABOVE GROUND},WHICHEVER IS GREATER.
FLARES AT ENTRANCES. 'o a r ' D) POST A SIGN ON THE FENCING STATING:'TREE PROTECTION AREAINO TRESPASSING" ¦ 537 MARKET STREET, SUITE LL20 29° AND "ZONA PROTECTORA PARA LOS ARBOLES/PROHIBIDO ENTRAR". SPACE SIGNS ¦ CHATTANOOGA, TENNESSEE 37402
o STD. ROILED C ' 3' 29° ' "SUBJECTTOAPPROYALOFCIfYEP1GIN~R F ~ ~G &G I X-XXB-B 0 ? ~0 EVERY 75.100 FEET. P 423.266.4990 F 423.266.5700
10 r E) ATTHE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE ¦
o a AROUND A TREE OR THE STRIPPING OF TOPSOIL, MAKE A CLEAN, SHARP, www.horvathassociafes.com VERTICAL CUT AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME
~ ~ AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. INSTALL THE TREE PROTECTION FENCING ON THE SIDE FARTHEST AWAY FROM THE TREE ¦
POINT OF CURVE G a" OINT OF TANGENT I TRUNK AND MAINTAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE
~ XX ROW ' VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR p EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE PROTECTED AREA.
STD. C & G
F) TREE PROTECTION FENCING MUST BE INSTALLED PRIOR TO ISSUANCE OF ANY i PERMITS. ¦
CURB & GUTTER AT INTERSECTION
¦
i Z'
1 CURB AND GUTTER TRANSITIONS 2 CUL-DE-SAC WITH 30 CURB 3 30 ROLL CURB ¦ ~ J 4 TREE PROTECTION FENCE Q p O
C7OO SCALE: N T.S. C7OO SCALE: N T.S. C70O SCALE: N.T.S.
C7OO SCALE: N.T.S. Q Q ¦ O
¦ ~ U
w
z ~ ~ ~
LU ° Z
' AVOID PURCHASING TREES WITH TWO LEADERS W
OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SIDEWALK
SPECIHC STRUCTURAL CORRECTK)NS r""1 ~ U S
. DO NOT WRAP TRUNK; MARK THE NORTH SIDE DO NOT STAKE TREES EXCEPT WHERE SPECIFIED ¦
GENERAL NOTES. oF1HETREEINTHENURSERYANDIOCATE T INGIS TO THE NORTH IN THE FIELD BY LANDSCAPE ARCHITECT. IF S AK SCORED ~
1. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHf~ SUCH THAT NECESSARY, USE TWO OPPOSING STAKES WITH WI U LY SHARE ROOT SPACE Tlll IN SOIL AMENDMENTS SEPARATE FLEXIBLE TIES. REMOVE STAKING Ai CONCRETE EXPANSION ¦ ~ JOINT ~ D
THEY ~ ~ END OF FIRST GROWING SEASON. TO A DEPTH OF 4-b" (10-15 CM) OVER THE ENTIRE AREA. TRUNK FLARE AND TOP OF ROOT
2. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO BALL SHOULD BE AT GRADE IN WELL 2" 5 CM BARK MULCH; DO NOT PLACE MULCH ¦
PULL THEROOTS OUT OF THE OUTER LAYER OF POTTING SOLI; THEN CUT DRAINED SOLI, UP TO 4 INCHES (10 CM) 1 ~ RUNK SIDEWALK ELEVATION /I ~ _ O p TOP OF P ¦
OR PUII APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. ABOVE GRADE IN POORLY DRAINED SOILS IN CONTACT WITH TREE T URING THE DESIGN PHASE CONFIRM THAT WATER DRAINS OUT OF THE SOLI; R
3.D USE LOWERED PLANTING HOLE DEPTH AND DES~N AIIERNATTVE DRAINAGE SYSTEM A" (10 CM) RAISED RING OF SOIITO DIRECT / ~ O~ CURB p
AS REQUIRE. WATER INTO ROOT BALL - ESPECIAU.Y IMPORTANT NOTE: WIDTH OF PLANTING HOLE IS 3 TIMES IF TOP OF ROOT BALL IS RAISE ABOVE GRADE r ~ ,,.MIN p
4. THOROUGHLY SOAK THE TREE ROOT BAIL AND ADJACENT PREPARED SOIL SEVERAL ROOT BALL DIAMETER IN HIGHLY COMPACTED OR 3 X DI ETER OF VARIES TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE CLAY SOIL; 2 TIMES THE ROOT BALL DIAMETER RO BALL 5'-0" P ¦
FOLLOWING TWO SOMMERS. MINIMUM IN All OTHERS. BEFORE PLANTING, ADD 3.4" (7-10 CM) OF GUTTER ROLLED CURB p S I I
5. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES. WELL-COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER GOMPOSTAND Tlll INTO 4„ SLOPE 114" 01 SIDEWALK SEE DETAIl3/C180. K AND
TOP b' 15 GM OF PREPARED SOIi. ADD AND GRASS 1%1 DIG WIDE PLANTING HOLE COMP AT 035 %BY VOLUME TO BACKflII CURB TRANSITION
WITH TAPERED ~DES* _ 4•.,. . VARIABLE SLOPE p . • NOTTO EXCEED UTILITY
--I I ~ ' ~ '~4 . ~ 6"MIN. PACK BACKFIIL SOIL AROUND BASE OF _ - • , 'yl l 1:12
CUT B , R E A D WIRE BASKET ROOT BALL TO STA8IIIIE ALLOW REST AWAY FROMTOPANDSIDESOFROOTBALI - ' 1-_I I !"""I I i""-'''"'1 i r-r i r---t i 1-) I''-•-1 I I ' * •
OF BACKFIII TO SEITLE NATURALLY. OR TAMP LIGHTLY ~~r~ ~~r' DETAILS SECTION A-A PLAN VIEW
•
3000 PSI CONC. SET BAIL ON UNDISTURBED ¦
SOIL TO PREVENT SETTLING NOTE: ALl STANDARD WHEELCHAIR RAMPS SHALL COMPLY WITH THE STATE OF ~
*IF PLANiiNG HOLES ARE DUG WITH A LARGE AUGER, NORTH CAROLINA ONISION OF HIGHWAY DETAIL 848A5 ¦
BREAKING DOWN THE SIDES WflH A SHOVEL CAN EUMINAIE GLAZING AND CREATE THE PREFERRED SLOPING SIDE
¦
¦
N
® D ~,~r.ry
¦
' SPECIMEN TREE PLANTING ¦ ~~,I~ ~ 2008
6 TYPICAL SIDEWALK DETAIL 7 TYPICAL HANDICAP RAMP QE~a;-,;-, ~,~ouatJlY
5 & STAKING DETAIL • C7OO SCALE: N.T.S.
C7OO SCALE: N.T.S. C7~~ SCALE: N.T.S. ~ ~~osA~c''s,aMwgia;Rer~cH
¦
~ y;~~~k~u8A9439y~a
FORD FORD .y pbC°9dc ~ d•
NOTE: 1 SIZE METER 5/8" 1" MUST BE 2"BELOW GRADE p oa•~~.~.,r~~ °~~L; ~~r j~~ y Y,f$
ALL FIRE DEPARTMENT CONNECTIONS AND HYDRANTS TO EXPANSION
„ 1"ANGLE VAL BE PROVIDED WITH 5 DIAMETER STORZ CONNECTIONS 3 CONNECTOR EC-1 EC-4 1"ANGLE VALVE FORD ~ ; ® 21.4440RAPPROVED ~ ;•vi ~ ~ ~ Q~
BRASS PLUG 21.444 OR AP b TYPE COPPER K-SOFT K-SOFT EQUIV. EQUIV. ~ 10"x10'k4' CONCRETE i o CAST IRON CLEAN ~ j',• r'~.
2 ANGLE VALVE AV92-313W AV92-444W FlNISHED GRADE WHEN SEWER CLEAN OUT IS IN w OUT ~ COLLAR ¦ "~o ~~'~a ~(I~~e°a°` ~ ~j~;J
5 YOKE BAR Y-501 Y-504 - ~ I. - I` _ N,• 4 ANGLE VALVE AV92-313 AV92-444 i - PAVEMENT IT MUST REINSTALLED w ? w dyd, ~ F~~~°y°'°° ~ ~,I t'~
FIRE HYDRANT: MUELLER OR EQUAL COVER. VALVE BOXWITH SEWER y ~ la' ¦ ~J~'~°p~a;ui1~~s~+b°5
MAKE: MUELLER GAT. N0, CENTURION A421 MAKE: KENNEDY CAT N0. MEDALLION ~ = - ~~i. 7 - 97 H-9971 w':,: tea; MAKE: 9MERK;AN CAT. N0. MARK 73 CORPORATION H 9 1 ' .~-i~ ~a: I I I -1 I f---I I I~I I I ; ~ a (45°) BEND 1st Set of Construction
w.w.A. TAN ARD 8 118 BEND H-15485 H-15485 ~ i. A. S D - I ~ 1- 1 ~ ~ L~ ~ _ ¦ I I Document Comments + WDR
2. b"FIRE HYDRANT: 9 METER BOX CONC. #33 CONC. #b5 I - ° ' . t _ PAVEMENT OPTION h o ~ os/o6/o7
3.41/2" VALVE OPENING I -I ° „ i- - 4.6 MECH. JT. SUPPLY INLET F~~Y ¦ I I
5.2 ilT AMERICAN NAT. STD. HOSE NOZZLES (2) i"- 90° BEND ~I I i I ~ I ((I_ COUPLING CAST IRON SOIL PIPE ~
6.4117' AMERICAN NAT. STD. PUMPER NOZZLE 10' 9 ( I i"-11 2 MIN. O ~ (""'I ~ ~ ~ ~ ~ I--_. !--""I ~ 7,1112" NAT. STD. PENTAGON OPERATING NUT, .
OPEN COUMER CLOCKWISE (IEFi.) •,•a " • • , ' • a ,e
8.3117 BURY LENGTH T MIN. I ' ;p • CR 18"MAX. N,( CRUSHED STONE APPROVED 118' BEND PVC PIPE N.C. DOT. #67 1/8"PER 1' GRADE (6")1/4" ¦
4' MAX, , co d CAST IRON VALVE BO -r ' 4g° PER 1' GRADE (4") ( I
WATER METER ~ Q L EXIST. GROUND 0 4 PVC ¦
I- 2 x „ i i WATER MAIN 1 CORPORATION STOP ¦
EXIST. G MECH. JOIM ~ z CONCRETE BLOCK I SCHEDULE 40 PVC COUPLING N I I
GROWN I I) TO SOLID BANK : ; • w< ~ • FOR CURB AND GUTTER, U • I ;:•s"' t"' M BEHIND CURB ' APPROVED 45° PVC SOLVENT WELD WYE JRB AND GUTTER, LOCATE METER BOX 12" EXISTING SADDLE WYE (SDR BARREL OF PIPE TO ¦
',~;1• 5 i" TYPE K COPPER i CURB ,MAIN . ` 35) OR WYE FITTING UNDLSTURBED SOLI DRAWN BY: CHECKED BY:
I ~ _ ` ' • FOR STRIP PAVEMEM, LO( :~`4 21P PAVEMEM, LOCATE METER BOX 4' WITH GASKET & 1/4" NOTE: # GNIg JHL
.V7y, •;J`., FROM DITCH CENTERLINE ~ „ , „ .L•••., : b N , .y DITCH CENTERLINE LIP ONLY THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6"LAYERS ® DATE
- Q USE CITY OF DURHAM STAI W1TH MECHANICAL TAMP. 03/09/07 Y OF DURHAM STANDARD CONCRETE
OB M ER B X W H C.I. TRAP Ef 0 Tf 6"MECH. JOINT GATE VAIYE CLASS 50 6"DIP BOX WITH C.I. TRAFFIC COVER p SCALE
RODDED TOTEE(3/4'"RODS) BOTH NIPPLES CONC. BLOCK TO SOLID BANK ~ w° 4" to b"FILTER STONE HYDRANT MUST ALSO BE RODD~ VARIES
is uuere m e enu rve~~ nnnci •
VIN,V!'~ hr?.IJ M4V ELEVATION l1 OP1r 1ENING CITY OF DURHAM PROJECT No.
2 CU FT. CLEAN WASHED STONE PUBLIC WORKS DEPARTMENT ¦ 0511
UNDIDRAINdV L~--A-R'O', APPROVED ¦ SHEET No.
u . r,0 1 BLOW-OFF ASSEMBLY 11 SEWER LATERAL CONNECTION °'q"~'"~ ¦
8 FIRE HYDRANT K9 5/8 & 1 WATER METER SCALE: N.T.S. grom Ulm DAYE C700
C7O0 C700 SCALE: N.T.S. C7OO SCALE: N.T.S. C7OO SCALE: N.T.S. p
ugh p
©COPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.X ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
• NOTE: PRI NOTE: PRECAST UNITS ARE
GROUT RING & COVER TO ACCEPT? ACCEPTABLE WRH 1 /2" DIR. WEEP HOLE w/ PIN; 0841-02-85-5851 ¦
GRADE FLUSH WITH MANHOLE APPROVi •x: ' PAVEMENT W STREET 1 APPROVAL OF CBY. WASHED STONE FRAME AND GRATE [24" x 24"I OR APPROVED EQUAL PID:158922 ¦
i I~ • PAVEMENT OR GRASS 3000 PSI CONC. SLAB WI ¦
•s ~ ~ • ~ z ~ GRADE IN RELDS & MAX.1T-EXT. RINGS W woods I~ ~ FINISHED GRADE FRAME EMBEDDED
o Q, IF NEEDED 2 #5 ALL AROUND PERIMETER
I' ¦
. , , , . . WEEP HOLES _ 0.
• 3 ' ' P.S: l PRESS SET PLASTIC PLUGS U • ' MANHOLESTEPS OR O
• ~i R VEDE UAL r.'• APP 0 Q N z j'~' Chi ~ / / , . ~ ¦ . fx-•, t! ( gyp' •..J
• UNDLSruRS~ I g o. '9 EARTH TP 1F, c~ ¢1' _i PIPEDI~At17' f~~L~-t 1 ¦
w . HORIZONTAL BEND w ~ r~ 30"MIN f ¦ ~-t;
SEE NOTE 3 + , U w 9O° BEND O EWER INVERT ~ • 5 / r " MANHOLE STEPS @ 15 O.C. ¦
~ ; ~ STANDARDS Q Q
U m.. I' > MIN, ~ PIPE O.D. PIPE O.D. ~ ~'f 8"WALL, 12" REQUIRED IF ¦
. • 5 DIA. OVER 10 DEPTH v NOTES + 12 MIN 5 4 DIA. UNDER 10' DEPTH ' , 1. CONCRETE STRENGTH: 4,000 PSI MIN. ? • 12"MIN PIPE TO BE CUT FLUSH WITH w ' 6„ WAIL EXCEEDS 10' ¦
~ MIN. 30" MIN. 30' BASIN WALL. ~ ~ f ~ MIN 112" CEMENT COAT A$ ¦
_ NOTE: ''•A'. 3•#3 ASTM C478 ~ BE FORMED TO a ' 2. PIPES SHALL BE GROUTED INSIDE AND OUT, . ; , * . CONCRETE BLOCKING LS TO r~ ,a 1,• REQ'D. BY A/E H ~ R V AT H
2500 P.S.i. CONCRETE NGS AND BE #3 ~ 8' ~ WITH 8"BRICK COLLAR ON THE OUTSIDE. ENSURE ACCESSIBILITY TOFOTI EDUCER - 3/4 ' X 8"TO 10' NEIGH •,1 ¦ 1T IF OVER 10' , s' ' a ~ 6X6 W2.9XW2.9 WWF ¦ ASS 0 C I A T E S
_ RDA AINSi UNDISTURBED EARTH. R POU E G r . ; ~ 3. JOINTS SHAH HAVE MASTIGJOINT SEALER MIN.
I I I- bxb W2.9xW2.9 WIRE FABRIC : AND BE PARGED INSIDE AND OUT WITH .j~ ( e 111!4 22112° ,}5° BEND 90° BEND TEE PLUG °F MORTAR.. 8"WAIL 12" REQ'D. IF f GROUT SLAB REINF, S` ~ • • DEPTH EXCEEDS 10' INVERTS ¦ 16 CONSULTANT PLACE, SUITE 201
UNDISTURBED PIPE BEND BEND ~ 8" IF CB 10' IN HEIGHT 1T " ~ ~ ' • . TEE TH SIZE A B A B A B A B. A B C D
d , ~ 4. FRAME AND COVER SHALL BE Cff Y OF IF OVER 10' 9 10 12 10 16 i0 24 18 24 18 10 21 CONCRETE INVERT • , ' • ' ~ U HAM STANDARDS. b ~ • 0 R . • • ` ' • ~ ° ¦ DURHAM, NORTH CAROLINA 27707
48 18 48 18 12 29 . 8 12 13 16 13 22 13 ¦ P 919.490.4990 F 919.490,8953
12 ib 21 22 21 28 21 60 24 60 24 16 41 GROUT -'GROUT STD NCDOT 840.04/05 ¦ 537 MARKET STREET, SUITE LL20
16 21 27 30 27 36 27 72 30 7z 30 20 54 ( WITH GRATE 4 DROP INLET CHATTANOOGA, TENNESSEE 37402
THIC BASE 3 CATCH BAS N T IC MANHOLE WITH MONOLI 2 ECCEN R GRATE ¦ P 423,2b6.4990 F 423.266.5700 C7O1 SCALE: N.T.S. ¦
1 THRUST BLOCKS ENSIONSAREININCHEs NOTE: ALL O1M C]O ~ SCALE: N.T.S. ' C]O1 SCALE: N.T.S. STD NCDOT34o.01 www.honathassoclates.com
. C]O ~ SCALE: N T.S. ¦
SECTION 8-B ¦
HEADWALL DIMENSIONS FOI MENSIONS FOR CONCRETE PIPE ¦
FRAME & COVER SHAH BE A DEWEY BROS. PRECAST MH'S ARE ACCEPTABLE. UNITS SHALL HAVE AN ECCENTRIC INSTALL SAFETY RAIL ALONG TOP OF WALL.
MH-RCR-2001 SOLID COVER IN STREET) OR CONE PRECAST TOP AS MANUF. BY ADAMS 'CONC. CO. OR I APPROVED EQUAL AND IN ACCORDANCE WI1H ASTM C-479 IPE SIZ HOLE REINF. Wl W2 Hl H2 Hl H2 H3 D E F W1•. LIFT{NG HOLES
APPROVED EQUAL LD. SIZE ¦
APRON WIDTH AT THE OUTLET IS B 12",15" 18",21" #4 3'-2" 4'-11" 1'-3" 3'-1 1.5 TIMES THE WIDTH OF THE i'-3" 3'-1" 17' 1'-3" 1'-9" 45° 1392
FLARED END SECTION. FILTER D.I. PIPE W/CUT-OUT PAVEMENT IEVEI 18° 2T' #4 3'$" 6'-0" 1'-9" 3'-7 1'-9" 3'-T' T '-6" 2'-3" 4S° 1950 ¦
~ BLANKk? CLASS AWWA-0110 18" GRADE LEVEL IN WOODS 24" 33" #5 4'-4" 7'-3" 2'-0" 4''3 2'-0" 4'-3" 7' 7-10" 45° 2827 4 ¦ Q
A = A E..r 30" 36" 39",48" #6 5'-8" 10'-10" 3'-3" 5'-9 A r ~ , D~ ` , N N , , t r n , u , 3'-3" 5'-9" 12" 2'-11" 4'-3" 45° 5988 Z 3'-8" 5'-8" 1 T 3'-4" 5'-2" 4S° 7640 ® ~
3 ~ ~ _ 42',48 56 ,63' #6 6-T 12-6 3-8 5-8 ~ < 3 APRON WIDTH ONE JOINT D.I. PIPE u ~ ~ $4,',60° ]2",81" #6 8'-9" 13'-10° 4'-5° 8`-<) 4'-5" 8`-0" l5' 3'-4" T-5' 50° 9586 W2 ~ ® 0 ~
O ~ ~ ' INSIDE WALL TO BE WIPED FREE a ,-7, 4'-5' 9'-0 J 4'-5' 9'-0" 26" 3'-4" r-la° 50° 10,070 71 b ¦ O ~
'a of EXCESS MORTAR ~ 1_ 66 ,77 85,92' #6 9 -2' 14 ~ r r 4 ~ WHENTHEAREAgEIOWTHEOUTLETIS II~I~ TOP VIEW ¦ ~ U
? ~ + NOT A DEFINED CHANNEL, BUILD A ~ TO DISPERSE RUNOFF. "r: NOTES: 1 ~ FIAT APRON MH STEPS
~ 1. ALL CONCRETE SHALL BE 4000 P.S.I. B FOR DROP MH USE D.I. PIPE ¦ ~ _
GLASS AwWA c151 w/s „ a• ~ F;.:' 2. REINFORCEMENT STEEL SHALL MEET ASTM 615 GRADE P1AN VIEW TM 615 GRADE 60 wl ¦ ~ ~ ~
SECTION B-B INSIDE 0 MIN. MANHOLE ..x: 1 T PIASTER COAT IMORTAR) WITH 2° MINIMUM CLEARANCE. ENCASE IN BRICK OR x~ ; ;y • / ' 0 CENTER BOTH
„~ECnoN A-A , , 3. REINFORCEMENT WILL BE SET 12' N FILTER BLANKET CONCRETE ~ .ii, 4.0' (d r , :ENTER BOTH D ~ E ¦ ~ Q O W
WAYS TYPICAL. THERE MUST BE NO 5'-0" PJ MH DECO' OR GREATER !.,r' • 4, ALL EXPOSED EDGES SHALT BE CHAMFERED 3/4".
OVERFALL AT THE i t--r r r ~I I 8"WALL OF THE APRON. ~ ~ L B GROUTED INTO HEADWALL AT JOB SITE E END 1T WAIL AT MH DEPTH 10' OR S. PIPE WIL E 11 AT JOB SITE BY ¦ U =
LENGTH OF _ GREATER . CONTRACTOR.
APRON MASONARY UNITS-ASTM-139 ' • w>;»'S~`:~: 6. PRECAST HEADWALL STRUCTURE SHOULD BE • :APRON WIDTH MASONRY MORTAR-ASTM 270, w.s, ,:<~h~~ ar.'~ ¦ ~ DG LLD BE ¦ Q
"'`r''~`'`' ` CONC. BASE -30~ PSI. POSITIONED AROUND AN EXISING PIPE OR PIPE SHOT TYPE M •ti ~ , . , E OR PIPE SHOULD N
MINIMUM DEPTH .'g:• B"FOR 4' o MH BE INSERTED INTO HEADWAtI. HEADWALL STRUCTURE _ OF STONE WHERE A DEFINED CHANNEL EXISTS, 'All STRUCTURES z ¦
12" FOR s' ~ MH A ABED GRADE OR WARP AND SHAPE THE APRON TO fiT b X b-W2.9 X 2.9 WWF SHOULD BE PLACED ON PREP GRADE OR z ¦
1 THE CHANNEL. 6 NECESSARY, LINE FOUNDATION AS SPECIFIED BY THE ENGINEER. b GRAVEL FILTER THE ENTRANCE TO PROVIDE A GINEER.
OR HLiER FABRIC TR,q~mppl04i0 THE RECEIVING COMPACTION OF BACKFILL MATERIALS SHALL BE AS S SHALL BE AS ¦
CHANNEL. REQUIRED BY THE ENGINEER. ¦ RE AVAILABLE BY N
8. VARIOUS HOLES, SIZES, AND SHAPES ARE AVAILABLE I 6 PRECAST MH OUTSIDE DROP
AND RIPRAP APRON SPECIAL ORDER ONLY. 5 FLARED END SECTION C]Ol SCALE: N.T,S. 9. INSTALL 4' HANDRAIL ON ALL HEADWALLS WITH A DRI ELLS WITH A DROP ~6"~'~ ¦
C]O~ SCALE: N.TS. GREATER THAN 3'.
SIDE VIEW FRONT VIEW SITE
¦ AND 9 HEADWALL WITH WINGS ¦ UTILITY
C701 SCALE: N.T.S. ¦
¦ DETAILS
o ¦ z z
b" 1~ltc~i pae rr dFv~'o1R~Yr? ^T'•h~.An y=ip'~'~~•~~°I~'i 111 2 Oa iY;~:"'°`-~~~'~`,4••''~~~'r°a'v ~F~,;,... .......s;F'p rOii , F} M~ NOTES: M} ~~zV yN' a 1, CONSTRUCT THE WALKING SURFACE WITH SLIP AESISTANTANCE AND A 7011 CONTRASTING COLOR TO THE SIDEWALK, ¢F¢ ¦
Cm wxDUUC woa, Ny M.IZ _ ai4- ~ o M A e ' 44 (000 1 - ~ Ez''O U '~'O~' o z ';i ' OCySZ mz'HA4~ 2. CROSSWALK WIDTHS AND CONFIOUAATiON VAAV BUT MUST CONFORM TO TRAFFIC DESIGN STPNOAROS, "'Ja~2
o Tun slmP o.a au. ~ nv~7 w 2 P ~ g~,I a wT., Z~SIj ~OT rp~ ii ~ OO~SZ ,m,,21~D 94! O oAr ar I o.n elx. o. ,~,1 N0C4 mz y'li - y,,,0y aW i'• .Y.e•aq e.a' aAZ,; TO.W ( I LL_Ia Fit. M a ' - D. QjO m r ~ eLd .ally. oo x opc a ~ u.. o • w4~4z pp~'~p~ , S.~ NORTH~CAAOLTNA GENERAL STATUTE 136.44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE O~o,,,x ¦ • F-O Op ?•t1~D .PROCEDURES, TRAFFIC•OPERATIONS, REPAIRS, CDAAECTTON OF UTILTIE3 OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1873 SHALL w LL= a W x PRDYIDE WHEELCHAIB RAMPS FOA THE PHYSICALLY OISABI,EO AT ALL INTERSECTIONS WHERE BOTN CURB AND DUTTER ANO SIOEWALKS ARE Qv C V,
:,m„2-a~D ~ 'w~.o~j u. S~ m 4 Z~ zlnao ••i _ (0~0 ~'hYi~t~-~-~ F WZF,'91''II )F OJ z,=i'y°rT PROVIDED AND A7 DTHEp POINTS OF PEDESTRIAN FLOW. Fxf'Z y~ ¦ ¢pMQ G14M f01-iyO
FS 2W OF„ 00~ O 1 'I9 z,S„'O~r71 W~y,H O 1 A ,Its 2 Fa y5; q9 2 •H¢ . IN,ADDITION, SECTION 226 OF THE1973'FEOERAL AID HIGNYlAY SAFETY ACT REQUIRES PAOVTSION OF CMRB RAMPS ON ANY CURB CONSTRUCTION DONp~ 2 a~ AFTER JULY1,1878 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS ptANNFJt FOR A FU7URE.DATE. zF~ ¦
' omM SECTION 8 B Fi~ a ~ „ 1 a m'" n~•.I~ Q'1 zf,> , 1 V Sit •p. 1 _ _ _ :°L',. _ - ~ O 2 T? , GQ Ufp ~ THE AMERICANS WITH OTSABIIIT[ES ACT (RDA) Of 1830 E%TENDS TO INDTVIOUALS WTTN DISABILITIES. COMPREHENSIVE CIVIL RIGHTS °•p z PRPTECTION5 SIYILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS Of RACE, SEX, NATTOHAI. ORI41N AND AELIOlON UNDER iNE CIVIL p ¦
y~ V ?,T4F~ 60 z ~a ~a~` ~S..1 - 1 .C.._ _hitG SIOEWALI( tm,,, , arq s o• , O ' a: N .}+.~]I DEWALx s1DEwaN RIGHTS ACT OF 1884. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. .NoTTf ¦
2 ~aDPrANgtftM'~ ``v . ,aa,osm m `a 'Y / 6EE NOTE 4 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHONN ON THE PLANS OR AS-DIRECTED 8Y THE ENGINEER. LOCATE WHEELCHAIR RAMPS r ~ 4'•0"STYPI AS DIRECTED BY THE ENGINEER VRIEAE E%ISTING IIGNT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT, WHERE
- .'0 ~ ~ STOP LINE . u, ~0-- TWO RAMPS AAE INSTALLED PLACE NOF LESS THAN 2 FEET OF FULL HEIGHT CURB YETWEEN THE RAMPS. PLACE DUAL RADIPS W LINE ~ AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE, ¦
ION A•A Q O ~ . ~ - SECT ,=.I M ISONET C VIEW ; m smEWaLK stD SEE • t o , ~ ~ M Z SIDEWALK m 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (S0. MOS.) m ;pEWALK SS K LL ~ ~ 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB ANO GUTTER USED ADJACENT TO DEPRESSED CURB. (lN. FT.) LL ¦
ISONETflIC VIEW e,mw,c a O ~ p , iii ' u' p~~' ~ ro' ~iE ix z a'•o" rrrP ' V' y ~ H 7. SUCH PRICES ANQ PAYMENTS IS CONSIDERED FALL CONPENSATTON FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS C1
° F1 ~ ~ II ' ° 4 ~ ~ m ~E 9 ' sEE NOTE a z ~~'~e'ix~x. n' lk ~ xO,CS A roans er one ox an aAVre 'T•' ~ ~ I II I I z Z Z T, STOP LINE i° M fit to arrEOnals wAr,ne xaue axu tovDl r•o' IW~on uo -,--,{~-•-r---r F+ wT artmoe n11 emXx. e7 Q, Z NAL arolx oT Ixr•aNP ruXe Aa WxaN IN Txe oxruu, i N ~ 1 141, 1 1 3 V 111 E NOTE 4 N ~ T NECESSARY TO SATISFACTORILY COi~LETE THE WORK. H ~ ¦ Q a m 1A 8. 00 NOT E%CEEO 0.08 (12:1J SLOPE ON THE WHEELCHAIR RAHP TN RELATIONSHIP TO THE GAAOE OF THE STREET.
out. ~ W J m ~ uA xotu: z ~ O m~ Lramrt na ox~xax '"ar ` oneerAatc wwnn ears axw wvDl s •o• uxolx AIO flu. aIOM OF rhE W ~ II ' ' ~ I 1 N S Z Av R:ow, a mr orruu. v M m PP,iO,Y tni wrlM ruM. 1 u , t s `I ~ , O ,,,1 W n 1+• SIDEWALK ¢ Itl.~ ¢ ¦ C ~ 7 C ~ ~ B. CONSTRUCT WHEELCHAIR RNWS 40" (3'•4") OA GREATER FOR DUAL WHIPS. O ~ ~
m y x. mAXxf190eTa mx,aASr neroun nm Aaolx,xa smr,u, ttn~ ueur•a•oAOC, "`'-~tara~ineU ~ c z ~y 1 II I I , W 5 A O ~ aAADY me WaISL eAw. Z I 0 ~ e3 . 111 -1 a xwxaasoN , +•g• 4 y q 1110 1 n I y 4 Q ~ m ~ D 10. USE CLASS "8" CONCRETE WITH A SIDEWALK FINISH IN OAOER TO OBTAIN A AOUGN NON•SKIO 1YPE SURFACE. ff ~ U ¦
O P ~ m ey aAw,rox„AaxcwwA,t ~ 1 " 4', , 1 , i °~1* ~ O-~ b CAT OM~ , u 1 1 ~ , t1 .ONO 9 O U%WanN NL K vAWel / €I.~,~ _ Q ~ ~D C - 1 1 1, 1 j v` ~ ~ 7 C DETAIL SNOWING TWICAL LOCATION OF WHEELCHAIR RANPS. q7 9 9 ; x A x.Aw' x o / e~ p S¢ I'm W O °0 0 0 0 0 , ~ Z V o y V ~ C p 94 11. PLACE A 1~" E%PANSTON JOINT YAfERE THE CONCRETE WHEELCHAIR RAHP J°IN9 THE CURD ANp AS SHDAN ON STO• pWC• 343.01. z ~ i M tl i ~ 12. PLACE THE INSIDE PEDESTRIAN'CAOSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION AADIT, Q J U ¦
M 9~° n M O ~ V V III r ~ _ QQflT6.3d.°JYIdS_TYEiSE C ,'W ~ U C°7 a 0° ~ o.a a o~. J - o~a,LO•a' , , . - , , 0 0 F f f~j~L SHOWING TYPICAL LQ~]jQj~OF WHEELCHAIR N W ~ D WITH ALLOWANCE OF A 4' CLEAR ZONE IN 7HE VEHICULAR TRAVELWAY WHEN ONE RNIP IS INSTALLED. (SEE NOTE 17) N W
~ G wra~ao- ° e. o'• W ~ ~ ~ 0° ~ ~ ° 1„ ` -i A1~' 1, 1~, 2 1Q Fd B9YQS. PEDESTRIAN CR 0~8U0'° i ~ W ~~z ~ ~ ,a•' w o • y Fi au, aoR70-xSxaaE wlrT"in, W M IM '+1 BBYQS~SD. a e, K3 0.u3 STRP LINE4 _ ~ N W 'WWd~U1i W uJ ~ 19. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLDOA OF THE WHEELCHAIR AAUP WILL FALL WITHIN = ~1~ ~~'Ffj • F4 9 ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RN1PS WTTN FLARED SIQES SO 24" OF FULL HEIGHT CURB FALLS WITHIN H ~ CAR ~4 ~ THE CROSSWALK YARKIMOS ON EACH SIDE OF THE FLARES. ~ r~'~~..••.~//,,~~,~( ~~i?,1?.
~ ~ g~~.g~p IHL i vxa a ZS yo H 0° 0 0° 0° 0° aaerAe ~ ~ ..Izk`,~, 3 ~ ° ° mwissamxnQ mmwwxuam.. M3 MxA ~ a o 'o ~ a. t° U U° U 0 euwgA a :P D~san:,ec ~ 7f?z o 00 00 00 00 00 00 ~ uzi • O ~o • W ' ' ~ 14. • CONSTRUCT THE PEDESTRIAN CROSSWALK A Y[NIMUY OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER TS DESIRABLE. Z OF ~ S.T" ~V Y
s' .a' 0 Ny ~ 1 .nNevaxTlm,wAWr ~ . 16. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT 70 INDICATE THE POINT BEHIND WHICH ' • VEHICLES ARE REOUTAEO TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL STOP SIGN OR OTHER LEGAL gEQUIRENENT. A.N UNUSUAL APPROACH ~ ~
e~- o ~,NPrk.l ..c c. ~O aaamWr ruaX6'D"'sn,mLT . 9 p r,Ax e,roi. ' SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTEASEGTINO ROADWAY, AL f„ ALLOWABLE LOCATIONS 16. TEAMiNATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. ~ • ~ •
a• Q ~ F ~ PSOPOSED WNEEI.CNAIA RNW I°y e . orcrAxcr snw rxart moe ar xlocvax ' 3 .;,.o...., r., . •r WSJ' Po aF,s:, uasA .sure. X;':.,:•S.dc,:•l.,,a, r.•.:~:rv:• C tum art ra vsA WWa07Fe = PIgPOSED OA FUTURE 6IDEWALK n aaXX uN t 1 m LK OUAI RAMP AAOII....,......ANY 17• PLACE•ALL PAVEMENT MARKINGS TN ACCDAOANCE V+ITH THE LATEST EDITION OF THE IdANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ? /
mur xrr a,x~laue aAv ~ : r r; • eAac v noeX+u aaa arsumm ra Au PLAN VIEW 1'Y: ':~'.r.:"... i.:`r~•,.• elaeWl6{e1Ee. OaaP ANxOxD PoR - P &VV WAL'eAlie 6HEET x OF a EET 9 DF 4 SHEET 8 of a PUBLISHED BY THE FEDERAL HIGHWAY ADMINiSTAATION AND THE NORTH CMOLINA SUPPLEMENT TO THE MUTCD. • ~ MEET 4 6F 4 ? i• ~
~6L'~ " u °uxils~x.a. awu. Aww EET x OP 6 DETECTABLE WARNING DOtdES wXnwE2 AN, AaIE Axr xAOII , oP a ceo• erN. noWl aorhr Ea. wx. TLeWI Wlorx, 848.05 848.05 , oP + ntrl:etenLc- W.4ANING DdNES po• xu,. Nsa,uwlD :848 05 848.05 848.05 5848 ~05 ??0~'~4~ie''`~•.::: ~''~~~v / ?'r~
8.05 846.05. _ . . 84 ?'~.'~FRY H. ~~o• ~ ® ~'•~•~RUna~•''
.t i~i Ks s 1/E' ~MJ RAISED LETTERS ~ 800-b26-4653 ~s •L~ • 3 ¦
NOTE: 4000 P51 CONC. SLAB #5 lyy ~~'s www,eJlrr,~or~ 1 st Set of Construction
PRECAST UNIT G ACCEPTABLE WI BARS ~ 6" O.C. E.W. ~ w~cES NADE iN uSA PROBUCT NUMBER ¦ 1 I Document Comments I WAR 'ER 08J06107
APPROVAL OFENGINEER. -
MH RING DEWEY BROS. MH•RCR-17A OR 0O748ZO2 APPROVED EQUAL. ! oG7L70 2
i ©~O CATALOG NUMBER C~ ~ t~ 74322 ER ¦ I I
1/T DIA, WEEP HOLE W/ OC1OG7 43' 7432M ¦
AS ED STONE ~ Clot=C~ ~'"aI W H C~C~C=tom 49 9/!6• INLET ROLL .L ¦ I I
r ¦
_ NE GRATE BOTTOM VIEW CURB SET DfiCy luvE FLOW 9'x30" FLOW DtTCN u PLAN VIEW LOAD RATING
I ~1 11. I OPENING rao uu' i _.i ~ I..... I I `'r ~ ~ i ¦
1 L COATING ¦
f ~ I ~I! :..1 I SECTION B-B (FRAME) ' ur-X11-+Ihz I. ~ I I DIPPED ° ~~~ad~ ¦
' I ~ ~I I I ~ ° ( MH-ST-5 DEWEY BROS. IGHT ESTIMATED WE -•0.1--- PIPE DIA + 17 1 iHT D ¦
w' I MANHOLE ~ 15" O.C. LOCATE ? ~6~ RAME 237 LBS 108k oT1e~a F 9 w 30" MIN ON WAIL W/O PO'E ~ v ' x s/is' 113/?w 108kg
3s sue' ts9EKo t~ GRATEr 203 LBS 92kg iti UNITE 440 LBS EOOkg 9Ekg JLIL ~ ~ Za~B ¦ DRAWN BY: CHECKED BY; GWB JHL ' i?OOkg DENF; • WATER QUALITY ¦
Q 8° WALL, i2" REQUIRED IF wALL SECTION VIEW > ~49ineT MATERIAL SPECIFICATIO :ATIQ WETIANDSAND STORMWATER BRANCH DATE
F EXCEEDS 10' Imo. I~ts• GRATE ^ GRAY spry D. l ua' ASTM A48 CL358 sass ¦ 03/09/07
a [!"BEd p b" /16• ~ 3/4 tE9EwE1 FRAME -GRAY IRON C1.35B ¦ SCALE
MI 1 /7' CEMENT COAT ~ ~ I6 ASTN A48 CL35B 3t 7!B' ~ T~ VARIES
oxrnxrwuclcuT [809ErE1 a5 ( OPEN AREA
v lw 9w u... . as. 1 ox MA 400 sq Ira 9551 sq. 04 12' OVER 10' EuvwAl • t/2' 33 +1DESIGNSa MACHINED
ry 6X6 W2.9XW2.9 WWF SLAB RFINF. p~o7sna SURFACE tNED CITY OF DURHAM PR0JECTNO. PUBLIC WORKS DEPARTMENT 0511
GROUT (3000 PSI CONCRETE) SECTION A-A (FRAME 06 APPROVED ¦ SHEET No. TE 1/06
) 13x4' 13/16• DRAWN DATE DEW os/oa TE a w~
SECTION VIEW ST D REVIS DATE DEW 08/16/06 6,06 WE
RAISED COVER CATCH BASIN 83/16 ET REFERENCE E INFURMATI[1N 1 0 11 EJIW INLET ROLL CURB S IATION WMSP0WAMN 0701
00743230 wro1 SCALE: N.T.S. 0701 /SCALE: N.T.S. SIDE SECTION 00743210 DA7E~-_ ~I
DAN N
o ~ ©COPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED
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