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Home My WebLink About20120077 Ver 4_Site Plan_20151016N e a i a A A 3 ff ff3 PHASE 3 & 4: PHASE 5 & 6: ENGINEER /LAND PLANNER HORVATH ASSOCIATES, PA TIM SIVERS 1 RON HORVATH 16 CONSULTANT PLACE, SUITE 201 DURHAM, N.C. 27707 P (919) 490 -4990 F (919) 490 -8953 e -mail: tim .livers @horvathassociates.com e -mail: ron .horvath @horvathassociates.com ENVIRONMENTAL CONSULTANT SOIL AND ENVIRONMENTAL CONSULTANTS, PA DEBBIE EDWARDS 11010 RAVEN RIDGE ROAD RALEIGH, N.C. 27614 (919) 846 -5900 e -mail: dedwards @sandec.com TRAFFIC ENGINEER MARTIN -ALEXIOU- BRYSON LYLE OVERCASH 4000 WESTCHASE BOULEVARD, SUITE 530 RALEIGH, N.C. 27607 (919) 829 -0328 e -mail: lyleovercash @mabtrans.com OWNER / DEVELOPER PULTE GROUP, INC DEL WEBB RANDY KING / CHRIS RAUGHLEY 1225 CRESCENT GREEN DRIVE - SUITE 250 CARY, N.C. 27518 (919) 816.1100 e -mail: randy.king @pultegroup.com e -mail: chris.raughley @pultegroup.com PROFESSIONAL LAND SURVEYOR MSS LAND CONSULTANTS, PC WADE'GOWERS 6118 SAINT GILES STREET, SUITE E RALEIGH, N.C. 27612 (919) 510 -4464 e -mail: gowersw @mssland.com GEOTECHNICAL CONSULTANT FROEHLING & ROBERTSON, INC DAN SCHAEFER 310 HUBERT STREET RALEIGH, N.C. 27603 (919) 828 -3441 e -mail: dschaefer @fandr.com - - - 4- PIN- 1 21 PIN- -01 -27 -8179 PIN -0769-01-26-4961 PIN- BIN- 0769 -01 13 PIN- 0764 -01 -27 -5330 PIN- 0769 -01 -27 -3332 PIN- 0769 -0i 17727t} PIN- 0769 -01 171165 PIN 0769-03.1Sai727 PIN- D769-03 -25 -6181 PIN- 0764.03 -1 1428 0769 -Oa- 3-7 6 0769 0769 -01,36- 0806 -36,45 �M „ Force] ID- 193819 Parcel ID- 193273 Parcel ID- 193320 Parcel ID- 193265 Parcel ID- 193246 Parcel ID- 193254 Parcel ID- 193310 ParcelID -! 193311 Parcel ID- 193312 Parcel ID- 193313 ParceilQ- 193314 Pare ID- 193315 NCGS MONUMENT 'CLEMENTS ■ x PIN - 0769.04.52 -0229 PIN - 0769 -04- 521777 PIN - 0769 -03-21 -3915 PIN - 0769-03- 41 -492D PIN- 0769-03 -42 -3574 PIN - 0769-0342.3837 PIN -0769 -04.42 -7336 PIN -0769 -03-42 -5947 PIN - 0769.04,53.0249 PIN - 0769-03- 23.6081 PIN -0764- 03329207 PIN - 0764.03- 22.8218 ELEVA110N= 443.30' NAVD88 ■ Parcel ID- 194380 Parcel ID- 213725 Parcel ID- 213963 Parcel ID- 214854 Parcel ID- 214855 Parcel ID- 214856 Parcel ID- 214858 Parcel ID- 215811 Parcel ID- 194385 Parcel ID- 214844 Parcel 113- 214859 Parcel ID- 214860 r PRELIMINARY PLAT ... ■ L D U W i DEL WEBB CAROLINA ARBORS POST MORATORIUM NEUSE BASIN - STREAM /WETLAND /BUFFER IMPACT MAPS INDEX OF DRAWINGS: C000 COVER SHEET 0520 OVERALL SITE PLAN INDEX SHEET 0521 EXISTING CONDITIONS: IMPACT KEY INDEX 0522 EXISTING CONDITIONS: IMPACT KEY INDEX C523 EXISTING CONDITIONS: IMPACT KEY INDEX 0524 PROPOSED CONDITIONS: IMPACT KEY INDEX C525 PROPOSED CONDITIONS: IMPACT KEY INDEX 0526 PROPOSED CONDITIONS: IMPACT KEY INDEX C529A SANITARY SEWER EASEMENT -NEUSE BUFFER PARALLEL IMPACTS - ZONE 1, ZONE 2 0531 NEUSE BUFFER IMPACT -AREA B(PREVIOUSLY APPRVD/ NEUSE BUFFER IMPACT -AREA 131 (PLAN & PROFILE) 0807 SITE DETAILS PROFESSIONAL LAND SURVEYOR MSS LAND CONSULTANTS, PC WADE GOWERS 6118 SAINT GILES STREET, SUITE E RALEIGH, N.C. 27612 (919) 510 -4464 e -mail: gowersw @mssland.com LEESVILLE ROAD, DURHAM, NC GEOTECHNICAL CONSULTANT FROEHLING & ROBERTSON, INC DAN SCHAEFER 310 HUBERT STREET RALEIGH, N.C. 27603 ( 919) 828 -3441 e -mail: dschaefer@fandr.com FUTURE OWNER / DEVELOPER PULTE GROUP, INC DEL WEBB RANDY KING / CHRIS RAUGHLEY 1225 CRESCENT GREEN DRIVE - SUITE 250 CARY, N.C. 27518 (919) 816-1100 e -mail: randy.king@pultegroup.com e -mail: chris.raughley@pultegroup.com J U 0 0 0 � T.W. ALEXA/JDER I N / VICINITY MAP NO SCALE SUMMARY OF IMPACTS CHANNEL IMPACTS IMPORTANT / PERENNIAL TEMPORARY STREAM 30 LF IMPORTANT / PERENNIAL TEMPORARY STREAM CHANNEL 547 SF (0.013 AC) CREDIT FOR TEMPORARY CHANNEL IMPACT B: IMPORTANT / PERENNIAL STREAM IMPORTANT / PERENNIAL STREAM CHANNEL NET EFFECT OF CHANNEL IMPACTS IMPORTANT / PERENNIAL STREAM IMPORTANT / PERENNIAL STREAM CHANNEL WETLAND IMPACTS JURISDICTIONAL WETLANDS (TOTAL) RESIDENTIAL LOTS: RESIDENTIAL ROADS: 45 LF 506 SF (0.012 AC) 15 LF REDUCTION 41 SF REDUCTION 3,791 SF (0.087 AC) 3,177 SF (0.073 AC) 614 SF (0.014 AC) STREAM BUFFER IMPACTS NEUSE BUFFER ZONE 1 IMPACTS NEUSE BUFFER ZONE 2 IMPACTS CREDIT FOR BUFFER IMPACTS NEUSE BUFFER ZONE 1 IMPACTS NEUSE BUFFER ZONE 2 IMPACTS NET EFFECT OF STREAM BUFFER IMPACTS NUESE BUFFER ZONE 1 IMPACTS NUESE BUFFER ZONE 1 IMPACTS ENGINEER /LAND PLANNER HORVATH ASSOCIATES, PA TIM SIVERS / RON HORVATH 16 CONSULTANT PLACE, SUITE 201 DURHAM, N.C. 27707 P ( 919) 490 -4990 F ( 919) 490 -8953 e -mail: tim .sivers @horvathassociates.com e -mail: ron .horvath@horvathassociates.com 1,806 SF ( 0.041 AC) 9,150 SF (0.210 AC) 2,687 SF ( 0.062 AC ) 9,839 SF (0.226 AC) 881 SF REDUCTION 689 SF REDUCTION I w U z J � 0 m ENVIRONMENTAL CONSULTANT SOIL AND ENVIRONMENTAL CONSULTANTS, PA DEBBIE SHIRLEY 8412 FALLS OF THE NEUSE ROAD SUITE 104 RALEIGH, N.C. 27615 ( 919) 846 -5900 e -mail: dshirley@sandec.com ©COPYRIGHT 2015 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P,A, ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HORVATH ASSOCIATE S 16 CONSULTANT PLACE, SUITE 201 DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 P.O. 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I ZK 0_90 N15 101 3411w -04 ■ . . . . . . . . . . . . POST MORA TORIUM AREA TO THE WEST OF THIS LINE ■ ■ PARTIAL NEUSE BASIN IMPACTS-KEY INDEX PROPOSED CONDITIONS C526 SCALE: V= 100' 0 50 100 200 ■ SCALE: 1"= 100' ■ Oc COPYRIGHT 2015 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED HORVATH A S S O C I A T E S 16 CONSULTANT PLACE, SUITE 201 DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 P.O. BOX 970 HARRISON, TENNESSEE 37341 P 423.266.4990 www.horvathassociates.corn LJ PROPOSED CONDITIONS: IMPACT KEY INDEX I t4 Af t*' poetw1w, oft t4oir F .110N (;ot4sjrftuL; DRAWN BY: CHECKED BY: FS RH / TS DATE SEPTEMBER 25, 2015 SCALE AS NOTED PROJECT NO. 1121 SHEET NO. C526 <IMPACT MAPS> C/) cz 0 < co z _j cW co ly j:) < oe 0 < W < ou < ix Lu _j Z: Ix Ex z 0 z W Lu 0 < m: oe LJ PROPOSED CONDITIONS: IMPACT KEY INDEX I t4 Af t*' poetw1w, oft t4oir F .110N (;ot4sjrftuL; DRAWN BY: CHECKED BY: FS RH / TS DATE SEPTEMBER 25, 2015 SCALE AS NOTED PROJECT NO. 1121 SHEET NO. C526 <IMPACT MAPS> PARALLEL IMPACT #40 \ \ CREDIT IMPACT #40 SANITARY SEWER ZONE 2 I /� // •�`,I -1 �' / / / — ■ SANITARY SEWER ZONE 2 ' , 4 NEUSE BUFFER - 1,190 SQ FT NEUSE BUFFER - 1,190 SQ FT RAI PARALLEL IMPACT #39 (i / / q�A • 390 \ ZONE 2: 414 SQ FT 380 3 �9G O•� i 13y� I ,J93 � ' � rn I �" / � . / / /// S I I , � e - i � � A 2�/ 9 _ WETLAND IMPACT AREA ; HORVATH W4 -1 (3,791 SF) ASSOCIATES M LOTS :3,177 SF 16 CONSULTANT PLACE, SUITE 201 • ° Fi .. • ■ DURHAM, NORTH CAROUNA 27707 1� , _ I I %�' , i '— �`�j / //9 , f ■ P919.490.4990 F919A90.8953 ROAD: 614 SF . �' a ■ W.XORVATHASSOCI..0 OM CREDIT IMPACT #39 DO - ZONE 2: 414 SQ FT "' ,� / ■ OBE \ ■ o I P, I CREDIT IMPACT #34 7 11 �` \ 363 l / /) L • SANITARY SEWER ZONE 2 � :I I s � � � i ` B / � � � � � � �. r i � // J � NEUSE BUFFER -4,486 SQ FT / > Z / / J z J O — J ,I ,11 I �. , / / PARALLEL IMPACT PI / / / / ■ LJJ — SANITARY SEWER ZONE 2 �� / / / / ♦ w NEUSE BUFFER - 4,122 SQ FT \ v9 PARALLEL IMPACT #34 3j �� / `: ■ _ SANITARY SEWER ZONE 2 v - NEUSE BUFFER -5,584 SQ F T `v �� • / / / /l�l /l /I �LL,_• � o 1 �/-' / / / � ( ' V IMPACT P2 SANITARY SEWER ZONE 2 / ■ NEUSE BUFFER - 335 SANITARY SEWER i' _ \ / G �, EASEMENT -NEUSE BUFFER PARALLEL `\ It ,� / \ .s. ' .00 IMPACTS- All +' ZONE 1 ZONE - IMPACT AREA B1 , I�; _ rl �s .�� ■ /��/ / t ` 1 �; -_ C., CREDIT IMPACT #14 = / / / `11 e . > , /�� I,W ► ' - , / W SANITARY SEWER ZONE 2 _a_ NEUSE BUFFER - 2026 SQ FT - / TPF = LIMIT OF r PARALLEL IMPACT #14 / ,� - I DISTURBANCE / /// — I SANITARY SEWER ZONE 2 j� / III / �.` \_ NEUSE BUFFER -2,94 0 SQ FT � ♦'o % 0 50 100 dm SCALE: 1"= 100' { 100 l gANITARY SEWER EASEMENT —NEUSE BUFFER PARALLEL NON — IMPACT AREAS CALE: 1 "= 100' Nil ve �Npay \ a PARALLEL IMPACT P3 �;1` i ; CONS ?�uCToo" \ SANITARY SEWER ZONE 2 — 200 \ NEUSE BUFFER - 3,422 SQ FT I_ 1-1 40 i i i ♦ / _ / �®BY: ■'��° - DRAWN BY: CH �� ./ �'`�•r /� /� —� / d 0 • TS RH /TS ■ DALE AUGUST 26, 2015 � scn1E AS NOTED 2 SANITARY SEWER EASEMENT —NEUSE BUFFER PARALLEL IMPACTS —ZONE 2 ■ PROJEC ;121 529 SCALE: 1 "= 100' ; SHEEC529A ■ 'IMPACT MAPS> ® COI'vNIGI II RJl < II IIS DOGUrv.[NI qND II R O[SIGN AR[ II I[ RHOPtRIV O, I IONVAII I RSSOCIn I[S. P.A. Frvv R[YktllMlClprvwlll pill Malt wMll W dJl•B[rvI AMpI Wlttl 1 91 (1,719 SF OF ZONE 2 - - - - - -/ / / ) \ ( I ) 1 90 \ / NUESE BUFFER IMPACT) / / // / / \ \ , I ' I \ HORVATH (2,687SF0FZONEI // / / ( ` ` ASSOCiarEs NUESE BUFFER IMPACT) I I \ \ 16 CONSULTANT PLACE, SUITE 201 \ DURHAM, NORTH CAROLINA 27707 IMPACT AREA B_ — -- -- _�� // / I \ ■ — 7 `— —' � ` \ R919.a9p.a990 IF 919A90.8953 (GRAVITY SEWER & \ _ - - /� - - _ - s / _ \ \ \ \ \ ■ µ w.xoxvTASSOCATEScM GREENWAYTRAIL) �� -- NOT USED �" _�! —. _ _ . —_ ,i i" \ ■ 400 - r — ■ I — — — _ 39a — / o I \ 400 \ ■ Z 0 'r m W < Q a 395 _ T--I — 3e ■ 0 U �f 39� \` ■ w ■ — — ■ Z J_ \� ■ w > 0 I , X. I I1 1 L i_ IMPACT AREA B (PREVIOUSLY V , APPROVED) a IMPACT AREA B1 1'17 � -- — � �� . •�._ _ `Sr-', � NL. ./ • 380 390 ■ ■ / IMPACT AREA B - TEMPORARY AD _ ■ — (45 LF OF PERENNIAL -� 1- _ ■ ° STREAM IMPACT) �y (506 SQ FT/0.0 i — _ . E�,��V O PIP ° — _ / — — =- — — _ / ■ PR NOT FpCt�pN 380 = j 395 _ _ ' 727 — — — — -.T� • / 7'21 •/ //I n//I ■ ORAWNBY: CHEIX®BY: TS RH /TS ■ DATE AUGUST 26, 2015 scnu 0 20 40 80 AS NOTED j IMPACT AREA B - PLAN VIEW (PREVIOUSLY APPROVED) FOR PARALLEL IMPACT AREASI1 I a PROJEC 1121 SCALE: 1'I =401 (SEE SHEET C529A) a, Z E N0. SCALE: 1 �= ao� SHE C531 -A 'IMPACT MAPS DCOPYRIGIII 2014III6DOCUMENI AND IIIt DESIGN ARE IIIt PROPERIY OF III — CIIIFS . P.A. ANY REPRODIICIIONw111p01 D WFIIHJCgStlJ1 ISPROI ■RD IMPACT AREA B1 (GRAVITY SEWER & GREENWAY TRAIL) r4el '� Ov ► Ifl N WWI HORVATH A S S O C I A T E S h16 CONSULTANT PLACE, SUITE 201 • • .895 111.1 ■ Go 1.91194%, 4990 IF 919.4903 *7 LAO La i N Mi pe) te) It -363 V) ■ E T /'l� � I' 1 370 II II ' O STREAM IMPACT B1 • SANITARY SEWER ZONE I NEUSE BUFFER - 1,806 SQ FT 0 Lu < in 163 Qw < 4# 301 SANITARY '1 1 0 Lu Lu WEIR EASEM NIT 2: < STREAM IMPACT B I SANITARY SEWER LUNt 2 " R, M"." i - NEUSE BUFFER - 1,271 SQ FT IN, T V, IMPACT AREA B �.. ``' / t► \ \gyp \ 3 3j ' \\ :,` (PREVIOUSLY APPROVED) # IMPACT AREA B1 IMPACT AREA BI ♦ (30 LF OF PERENNIAL .01 STREAM IMPACT) A ■ GREENWAY TRAIL (547 SQ FT/0.0 1 3AC) It N, \4 WHO PRO-` F Too" OR fid, GREENWAY TRAIL solo 04 t coti SrFto 444 4 IN, N 114, No 00 *4 60 lb 00 In w vu; 4111* ON 1, w I m I im 11,4 - __ mrDRA 11 Bvl CIECKEDBY ■ TS RH/TS ■ TE ■ AUGUST 26, 2015 IMPACT AREA B 1 -PLAN VIEW FOR PARALLEL IMPACT AREASIf I-E AS NOTED (SEE SHEET C529A) 0 20 40 80 PPOJECT 10 • ■ (C:]531 - SCALE: 1 40' 11 1 1 1121 SCALE: 1 40' C531 -B • ■ 'IMPACT MAPS> g. C—RIGI 11 - 4 11 IIS DOCUILN' AND 11 IL DESIGN All 11 'l PHOPtHIV .1 110- 111 0011. -, A. -1 .1. PROPOSED GRADE CENTERLINE RLIN 14 LF 1p..PVCSIS ■'2.21 %, T.. 134 LF 1(" PVC S/S @ 1.00% v �n o c o rloi M + 2 Q --- X222.--- > > Z z I I 108 )p "PV CS /S @332, S -- rn c6 � 04 M N W n FIELD VERIFY EXIST 11 +° i' z O CONDRIONS LJ N z z CORE DRILL AND IN`TALL FLEXIBLE RUBBER E:OOT I r- c (o (o N N uj <O M CO r7 r7 i I W 4 +00 4 +50 5 +00 5 +50 6 +00 ao 11 � I I C7 • I i �� I I II II II II I I II I I I I 108 )p "PV CS /S @332, S -- rn c6 � 04 M N W n FIELD VERIFY EXIST 11 +° i' z O CONDRIONS LJ N z z CORE DRILL AND IN`TALL FLEXIBLE RUBBER E:OOT Q IMPACT AREA B - PROFILE VIEW TPF = LIMIT OF DISTURBANCE I SCALE: V = 40'H, 1 " =4'V 7 +50 141 LF 10" D P PIPE S/S @ 0.35% m 8 +50 N Z I rno0Lo 4: Lo K d n Lllj �rlj q In + M II II x o E > > > II II{ ) I II I I I I II LJ 9 +00 176 LF 10" EX DIP S/ @ 1.06% 380: • ■ 370■ ■ • • 360• ■ i ■ 198 LF ■ 10" EX PVC VS @ 0.35% ■ ® GOVYKIGI II -"IIS DOCUMLNI AND II IL DLSION ARL II R 11OPLRIY OI IOKVAII I ASSOCIAItS. P.A. ANY RtPKOLMICIIONw,'III IW I1Ttgt wMII W C(N BtrvI Blwtll Wlttl ■ 350; 9 +50 ■ ■ • Ll HORVATH A S S O C I A T E S 16 CONSULTANT PLACE. SUITE 201 DURHAM, NORTH CAROLINA 27707 P((((919 A90n990 F919A908053 ll �N W W.XpRVATHASSOCIAIES.COM1 t/) co co L>L Q o u > Q . _ J Q� —j -0 O Lu J � Z Q O w J Q I� Al IMPACT AREA B (PREVIOUSLY APPROVED) IMPACT AREA B1 �L'� ,1Nppy PR µ0? foC 1014 coµs?RU I I I I I I I I DRAWN BY CHECKEDBYI TS RH /TS DATE AUGUST 26, 2015 SCALE AS NOTED PROJECT � I121 SBEEI NO. C531 -C <IMPACT MAPS> r- c (o (o (0 M <O M CO r7 r7 i M 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 Q IMPACT AREA B - PROFILE VIEW TPF = LIMIT OF DISTURBANCE I SCALE: V = 40'H, 1 " =4'V 7 +50 141 LF 10" D P PIPE S/S @ 0.35% m 8 +50 N Z I rno0Lo 4: Lo K d n Lllj �rlj q In + M II II x o E > > > II II{ ) I II I I I I II LJ 9 +00 176 LF 10" EX DIP S/ @ 1.06% 380: • ■ 370■ ■ • • 360• ■ i ■ 198 LF ■ 10" EX PVC VS @ 0.35% ■ ® GOVYKIGI II -"IIS DOCUMLNI AND II IL DLSION ARL II R 11OPLRIY OI IOKVAII I ASSOCIAItS. P.A. ANY RtPKOLMICIIONw,'III IW I1Ttgt wMII W C(N BtrvI Blwtll Wlttl ■ 350; 9 +50 ■ ■ • Ll HORVATH A S S O C I A T E S 16 CONSULTANT PLACE. SUITE 201 DURHAM, NORTH CAROLINA 27707 P((((919 A90n990 F919A908053 ll �N W W.XpRVATHASSOCIAIES.COM1 t/) co co L>L Q o u > Q . _ J Q� —j -0 O Lu J � Z Q O w J Q I� Al IMPACT AREA B (PREVIOUSLY APPROVED) IMPACT AREA B1 �L'� ,1Nppy PR µ0? foC 1014 coµs?RU I I I I I I I I DRAWN BY CHECKEDBYI TS RH /TS DATE AUGUST 26, 2015 SCALE AS NOTED PROJECT � I121 SBEEI NO. C531 -C <IMPACT MAPS> 2 x 8 PT TOP PLATE @ 300 2 x 6 PT HORIZ. RAILING 7� 10' -0" CLEAR 4 x 6 PT POST @ 5-0" O.C. 2 x 6 HANDRAIL W/ 3/4" RADIUS 2 x 6 PT DECKING (2) 2 x 12 PT POST @ 16" O.C. v MIN. BEARING 2 1/4" W/ HUS210 -2 0 HANGERS M (4) 2 x 12 PT GIRDER SOLID BLOCKING BETWEEN JOIST @ POST LOCATIONS (2) 5/8" BOLTS I 6' -0" I I PT (ONO. 25R,PWET).80 CCA SIMPSON H2.5 (4) PER PILE FASTEN TO EACH SIDE OF BEAM PER MANUFACTURER -�- REQUIREMENTS i 111 =111 =1 =111 = 11 =11 'Il�ll; II 1/2" CARRIAGE BOLTS @ 24" O.C. 4 x 6 PT CURB GIRDER 1 : TYPICAL SECTION C807 SCALE: N.T.S NOTES: 1. ALL FASTENERS AND HANGERS TO BE HOT DIPPED GALVANIZED (AT A MINIMUM) 2. ALL WOOD TO BE PRESSURE TREATED SOUTHERN YELLOW PINE (SYP) NO. 2 OR HIGHER 3. PRESERVATIVE PRESSURE TREATMENT TO BE IN ACCORDANCE WITH AWPA STANDARD M4 -06 & U1 -07. MINIMUM FOR GROUND CONTACT FOR USE GROUP 4B PER SOUTHERN PINE COUNCIL. ALL OTHER WOOD MEMBERS 0.40 ACQ 4. FASTEN JOIST HAMGERS PER MANUFACTURER'S SPECIFICATIONS: (4) l OD COMMON NAILS TO JOIST (4) l OD COMMON NAILS TO BEAM 5. DESIGN CRITERIA PER AASHTO: LIVE LOAD: 85 PSF DEAD LOAD: 20 PSF SNOW LOAD: 12 PSF WINS SPEED: 100 MPH HORIZONTAL WIND: 35 PSF VERTICAL LOAD: 2500 LBS 6. PROVIDE SOLID BLOCKING BETWEEN JOIST AT POST LOCASTIONS 7. ECONOMIC SUBSTITUTES MUST BE APPROVED BY ENGINEERING RECORD 8. CONCRETE, FC: 3000 PSI i 3 CURB / NO RAILIN C80)NOTES: SCALE: N.T.S 30" MAX. TO GROUND / WATER SURFACE WITHOUT RAILING G DETAIL (2) 2 x 12 PT JOIST @ 16" O.C. MAX ^\ x Q 0 8 "0 PILE �\ (3) - 2 x12 BEAM J (3) - 10D NAILS EACH JOIST t \ BOTTOM SUBSTRUCT 3/4 "0 GALVANIZED THRU BOLTS EXISTING GRADE N 6' -0" 2 PLAN VIEW ;807 SCALE: N.T.S \-I I � 1 1 • .• �— III —I I I .• � • _ 111 -111 • ... — 111 -111. +' _I 11-1 I I- .. s - _ •- 1I- ♦" '+ 1 -111-1 I I. I 0 �0 '• III —I I i —III —' •, ,`: ••: I- 111- 111 —I I' ' • -I 11-1 I 1 -1 I .: • • . _I-1 I 1 -111 • � �•• • � � I- 111 —I ♦ • • • • • � � .' - 111 -111 — III —III —I I -111 � • — ICI— ICI— ICI —ICI (4)BRACING DETAIL C8 O/ SCALE: N.T.S NOTES: BRACING REQUIRED WHERE BOTTOM OF SUBSTRUCTURE IS 6' -0" OR HIGHER ABOVE GROUND LEVEL DRAWINGS PROVIDED BY: JEROME RUFARO REDMOND, PE PRINCIPAL STRUCTURAL ENGINEER 8209A MARKET STREET SUITE 222 WILMINGTON, NC 28411 910.915.6529 JRUFARO @JRUFAROAE.COM @COPYRIGHT 2015 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HORVATH A S S O C I A T E S 16 CONSULTANT PLACE, SUITE 201 DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 P.O. BOX 970 HARRISON, TENNESSEE 37341 P 423.266.4990 www.horvathassociates.com m m W 3: J W 0 V) ry 0 CID Q Q Z J 0 Q U I Qa 0 o� Lu J Ole O N Z J Lu L a oe 10 GREENWAY BRIDGE DETAILS t-lNI N R Y PR EN Foil of cTI oN cpN StRU DRAWN BY: CHECKED BY: FS RH / TS DATE SEPTEMBER 25, 2015 SCALE AS NOTED PROJECT NO. 1121 SHEET NO. C807 <IMPACT MAPS>