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Home My WebLink About20181597 Ver 1_B-4438 Brunswick Roadway Plans_20181121• � See Sheet � A For I ndex of Sheets /� /� I I A 11 � /1 I a I /� I I A`�� '�, �� 'u �� ?-�� ; �� 1� l � �� 1 , �� LOCATI01�: REPLACE BRIDGE 11t0. 47. OVER BEAR PE1�l ISLAI�DS SWAMP 01� 11tC 211 (GREE1� SWAMP ROAD) TYPE 4F WORI�: GRADII�G, PA T�I1�lG, DRAI1�lAGE A1�D STR UCTURE 100% PLANS ti-� 0 �� BEGIN STATE TIP PROJECT B-4438 —L— POT STA. � 4-f- 70.00 � BEGIN CONSTRUCTION � O �,� -Yl- STA. 10 + 30.00 � Ij r� �� p � BEGIN BRIDGE END BRIDGE p� -L- STA. 24 + 73.88 -L- STA. 25 + 81.13 �O �O � � - s � � TO US 17 � -`-- ----�----- - -- __- - -- - ---------= a��_ � - ___�� - - ---_ --_-_ - _-_- - -_------ _------- - --- ---- C 211 GREEN SWAMP ROAD -- - --- -_ -- - - _ _ --� - �6=- _- -- - - _�� --- = ---- - - - _ - - - ___--__-__- � TO U S 74 3 � i "'` � \ � m � -o rn Z END STATE TIP PROJECT B-4438 — `� —L— POT STA. 36 + 00.00 z v � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NCDOT CONTACT: DAVID STU�S� P.E. Prepored In the Offlce of: HYDRAULICS E111GI11tEER GRAPHIC SCAL�S DESIG11l DATA PROJECT LEI�GTH ,�„ moffatt & nichol ,", Q 4700 FALLS OF NEUSE ROAD, SUITE 300 50 �� 0 �O �oo ADT 2019 — 1��OV (919> 781-4I626N�VOICE CAR0919A78?�4869 FAX �nOn ADT 2039 = 2,948 Nc License N000 F-0 105 m o ffa tt & n i c h o I �� o� �� w p� �� K= 9 % LENGTH OF ROADWAY TIP PROJECT B-4438 = 0.383 MILES 2018 STANDARD SPECIFICATIONS � Q �'°Qo PLANS D= 55 % LENGTH OF STRUCTURE TIP PROJECT B-4438 = 0.020 MILES SIGNATURE: PE � a 50 25 0 50 100 T—� 5 ��o * RIGHT OF WAY DATE: TIM R. REI D P. E. `' � TOTAL LENGTH OF TIP PROJECT B-4438 = 0.403 MILES PROJECT ENGINEER ROADWAY DESIG11l � � V= 60 MPH MAY 18, 2018 PROFILE HORIZONTAL E111GI11lEER � Q QO � � ) * TTST = 9% DUAL 6% �'� °� �� p�� Q 10 5 0 10 2p FUNC CLASS = LETTI11lG DATE: TRENT E. HUFFMAN, P.E. �I�� MAJOR COLLECTOR JANUARY 15, 2�� 9 I'ROJECT DESIGN ENGINEER m o ffa tt & n i c h o I PROFILE (VERTICAL) REGIONAL TIER P.E. SIGNATURE: P A V E M E N T S C H E D U L E (l-ll'V;1i F'�,I%LlI�1L�'Vr Di Jl�'_�lV �=�'�i�%il�'� ��9��i1��li l�l_:� ,�FT�fr' C'i l IULCL� ��'�='lUf lfr'��;Al l��lU l f�'U�� F'll�ll PROP. MINIMUM 3%2" CONCRETE WEARING SURFACE E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO C1 AT AN AVERAGE RATE OF 168 LBS. PER sa. Yo. E 2 BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C 2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C 3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. D1 PROP. APPROX. 2%2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. D 2 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 3 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2 " IN DEPTH OR GREATER THAN 4" IN DEPTH. z J I— 2 O EXISTING GROUND EXISTING GROUND EXISTING GROUND �i� VAR. SLOPE SEE X-SECTIONS �� EXISTING GROUND b:l y� 3 ;1 6 :1 R1 T U W SHOULDER BERM GUTTER EARTH MATERIAL EXISTING PAVEMENT VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS, THIS SHEET) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. w z H J � 2 O U W U W Q Ct-L- Q � I � 8'-0" 2 4' 8'-0„ 1 � /_�// � W/GR I 2'-0" 12'-0" I 12'-0" 2,_p„ FDPS � FDPS � GRADE � POI NT C2 i � 08 � 02 02 � 08 � 1 1 " � GRADE TO THIS LINE TYPICAL SECTION NO. 1 -L- STA. 22 + 00.00 TO -L- STA. 24 + 73.88 (BEGIN BRIDGE) -L- STA. 25 + 81.13 (END BRDIGE) TO -L- STA. 30 + 00.00 C� -L- 8'-0„ 2�4, $,_�„ 11'-0" ' W/G R � I 2'-0" 12'-0" � 12'-0" 2,_�„ FDPS I FDPS � GRADE VAR.O' � POINT VAR.O' TO 13'-9" � TO 1' +/- I I C2 C� � C2 08 D2 � 02 02 � D2 08 � I � � — --- � -- -- T � T E1 W U E1 11" 11" � 2 7' EX. PVT � GRADE TO THIS LINE EXISTING GR011N�D ,�� 3•� � TYPICAL SECTION NO. 2 -L- STA. 14 + 70.00 TO -L- STA. 22 + 00.00 -L- STA. 30 + 00.00 TO -L- STA. 36 + 00.00 C� -Yl- 2'-0" VAR 8'-4„ I VAR 8'-4„ TO 11'-0" TO 11'-0" I � GRADE � POI NT � C2 08 � 02 I � p2 � 08 I D1 � E1 GRADE TO 91�2 �� THIS LINE TYPICAL SECTION NO. 3 -Yl- STA. 10 + 30.00 TO -Yl- STA. 11 + 51.20 GRADE TO THIS LINE � 6� '•'I IF$IYj 4:� 12'-0" � 3'� 6� 3'� 6� EXISTING GROUND �' � VAR. SLOPE EXISTING GROUND SEE X-SECTIONS EXISTI NG GROUND � � �� VAR. SLOPE � SEE X-SECTIONS ��-. EXISTING GROUND EXISTING GROUND �� VAR. SLOPE � SEE X-SECTIONS �� EXISTING GROUND Detail Showing Full Depth Paved Shoulder Width at Guardrail Locations TOTAL SHOULDER � 11'-0" VARIES SEE PLANS W z H J F-- 2 O C2 U W � Q 08 � 02 � •1 `' � 3• EXISTING GROUND INSET 'A' DETAIL TO BE USED IN CONJUNCTION WITH TYPICAL SECTION No. 1 AS FOLLOWS 11" -L- STA. 23 + 37.50 TO -L- STA. 24 + 73.88 (BEGIN BRIDGE) (LT) -L- STA. 21 + 75.00 TO -L- STA. 24 + 73.88 (BEGIN BRIDGE) (RT) -L- STA. 25 + 81.13 (END BRIDGE) TO -L- STA. 28 + 80.00 (LT) -L- STA. 25+81.13 (END BRIDGE) TO -L- STA. 27+17.50 (RT) 1'_1,� � SURVEY Detail Showing Shoulder Berm Gutter on Top of ABC VARIES 3'-0" w SEE PLANS z H = o Qw C2 Rl � 0.02, , , � 3 r M'�k � 11" GRADE TO THIS LINE INSET 'B' DETAIL TO BE USED IN CONJUNCTION WITH TYPICAL SECTION No. 1 AS FOLLOWS -L- STA. 24 + 48.00 TO -L- STA. 24 + 64.00 (RT) � -L- I 33'-0" 30'-10" (CLEAR ROADWAY) 3'-0" 12'-0" ' 12'-0" 3'-10„ 1,_1„ � -�- I 3%2 �� GRADE � MIN POINT � � A1 0.04 � 0.04 ❑ ❑ ❑ ❑ ❑ � ❑ ❑ ❑ ❑ ❑ 0.04 0.04 11 BOX BEAM UNITS @ 3'-0" = 33'-0" NOTE: SEE STRUCTURE PLANS FOR BRIDGE DESIGN BRIDGE TYPICAL SECTION -L- STA. 24 + 73.88 TO STA. 25 + 81.13 D1 GRADE C� E� POINT D2 � — �—' � � —� � � � � � � // ��— �— � � � � — -%/ ', � , � � % � 3" �� i,�� C� EXISTING � �3 ��z„ � � LJJ C3 MIN.- MIN. 2�:z�� MIN. DETAIL SHOWING METHOD OF WEDGING - � �c �; '—� U D1 C1 D3 D2 E3 3" MIN. SLOPE OR SURCHARGE CASE WITH NO T RAFFIC IMPACT SURCHARGE CASE WlT H T RAFFIC IMPACT SHEET P/LES H-P/LES W/TH T/MBER LAGG/NG SHEET P/LES H-P/LES W/TH T/MBER LAGG/NG H M/N/MUM M/N/MUM REQU/RED EMBEDMENT � M/N/MUM REQUIRED EMBEDMENT � lFT J M/N/MUM fFT 1 GROUNDWATER SHOR/NG RE�UIRED M/N/MUM REQUIRED �SEE NOTE /01 RECIUIRED M/N/MUM REC?U/RED ISEE NOTE /OJ CONDIT lON HE/GHT EMBEDMENT SECT lON MODULUS EMBEDMENT SECT lON MODULUS (SEE NOT E 6J (FT 1 �FT J �lN 3/FT 1 HP 1Ox42 HP 12x53 HP 14x73 l FT 1 �lN 3/FT J HP 1Ox42 HP 12x53 HP 14x73 l 6 /l.5 4.5 /l.5 /l.5 I1.5 /6.0 /2.0 /3.0 /3.0 /3.0 W � 7 /3.0 7.0 I3.0 /3.0 I3.0 /7.0 /4.5 /4.5 /4.5 /4.5 �' 3 z �' 8 /5.0 /0.0 - - 15.0 15.0 /8.0 /7.0 - - 15.5 /5.5 Q�� z o � 9 /7.0 /4.0 - - 17.0 /7.0 I9.0 20.0 - - 17.0 /7.0 0 � Q o o /0 /8.5 /9.5 - - - - 18.5 20.0 23.5 - - - - 18.5 � �, � � lI 20.5 26.0 - - - - - - 2/.0 28.0 - - - - 20.0 J O �" � l2 22.5 33.0 -- -- -- 22.0 33.0 -- -- 21.5 � 6 7.5 3.0 8.0 8.0 8.0 II.O /0.0 9.5 9.5 9.5 �� 7 8.5 4.5 9.5 9.5 9.5 /2.0 /2.0 /0.5 /0.5 /0.5 � � 8 /0.0 6.5 /0.5 /0.5 /0.5 /2.5 /4.0 /l.5 /l.5 /l.5 Q�� o � 9 /I.0 9.5 - - 12.0 /2.0 /3.5 /6.5 - - 12.5 /2.5 o � � l0 /2.5 /3.0 - - - - 13.5 /4.0 /9.5 - - 13.5 /3.5 �J lI 13.5 /7.0 -- -- 14.5 /5.0 22.5 -- -- 14.5 W l2 /5.0 2/.5 - - - - 16.0 I6.0 25.5 - - - - 15.5 MINIMUM REQUIRED EMBEDMENT AND SECTION MODULUS *DO NOT USE H-PILES WITH TIMBER LAGGING FOR GROUNDWATER CONDITION, SHORING HEIGHT AND H-PILE SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS "--". CLEAR D/STANCE fSEE NOTE 7 AND T RAFFIC CONT ROL PLANS) M/N/MUM REQU/RED ExrEN5i0N fSEE NOTE 91 BOTTOM OF EXCAVAT/ON OR EX/ST/NG GRADE 6:l IH:VJ OR FLATTER 24' M/N CONCRET E BARRIER fSEE PLANS AND STANDARD SHOR/NG PROVISION� TRAFFIC SURCHARGE 250 PSF MAX _ _ PAVEMENT SECT/ON_ _ _ EDGE OF NEAREST T RAFFIC LANE TRAFFIC SIDE OF SHORING TOP OF SHORING�� BOT TOM OF SHOR/NG SHEET PILES OR H-PILES W/TH T/MBER LAGG/NG� PILE T lP CONCRETE BARRIER **TOP OF SHORING = EDGE OF PAVEMENT M/N/MUM REQU/RED ExTENSiON fSEE NOTE 91 BOTTOM OF EXCAVAT/ON OR EX/ST/NG GRADE 6:l (H:V ) OR FLAT T ER STAN DARD TEMPO RARY S H O RI N G (S U RC HARG E CAS E) *SEE TABLE ABOVE. GUARDRAIL FACE�� CLEAR D/ST,4NCE 24" fSEE NOTE 81 M/N �I� / NOT ES: l. AT T HE CONT RACTOR'S OPT ION. USE ST ANDARD T EMPORARY SHOR/NG AS NOTED /N THE PLANS. 2. FOR STANDARD TEMPORARY SHOR/NG, SEE STANDARD SHOR/NG PROVISION. 3. ST,4NDARD TEMPORARY SHOR/NG l5 BASED ON THE FOLLOW/NG lN-S/TU ASSUMED SO/L PARAMETERS: UN/T WE/GHT, y= l20 PCF FRICTION ANGLE. � = 30 DEGREES COHES/ON, c = 0 PSF 4. DO NOT USE STANDARD TEMPORARY SHOR/NG /F ASSUMED SO/L PARAMET ERS ARE NOT APPLICABLE. 5. DO NOT USE STANDARD TEMPORARY SHOR/NG WHEN VERY LOOSE OR SOFT SO/L OR MUCK /S W/TH/N THE EMBEDMENT DEPTH. 6. USE GROUNDWAT ER ELEVAT lON NOT ED IN T HE PLANS. lF NO GROUNDWAT ER ELEVAT lON l5 SHOWN /N T HE PLANS, USE °GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHOR/NG AND P/LE TlP" FOR GROUNDWATER COND/TION. DO NOT USE STANDARD TEMPORARY SHOR/NG /F GROUNOWATER /5 ABOVE BOTTOM OF SHOR/NG. 7. AT T HE CONT RACT OR'S OPT lON OR lF AV AILABLE CLEAl4 DI ST ANCE lS LESS T HAN T HE M/N/MUM REQUIRED FOR CONCRETE BARRIER, SET BARRIER NEXT TO AND UP AGA/NST TRAFFIC SIDE OF PILES AND USE 'SURCHARGE CASE W/TH TRAFF/C /MPACT'. 8. AT T HE CONT RACT OR'S OPT lON OR lF AV AILABLE CLEAR DIST ANCE lS LESS T HAN 4' FOR T EMPORARY GUARDRAIL. AT T ACH GUARDRAIL T 0 T RAFFIC SIDE OF PILES AS SHOWN /N T HE PLANS AND USE 'SURCHARGE CASE WITH TRAFFIC IMPACT'. 9. M/N/MUM REQUIRED EXTENS/ON /S 6" FOR 'SLOPE OR SURCHARGE CASE W/TH NO TRAFFIC IMPACT' AND 32' FOR 'SURCHARGE CASE WITH TRAFFIC IMPACT'. l0. M/N/MUM REQUIRED EMBEDMENT FOR H-P/LES W/TH T/MBER LAGG/NG /S BASED ON DRNEN H-P/LES AT MAX/MUM 6' SPACING. AT THE CONTRACTOR'S OPT/ON.EMBEDMENT DEPTHS MAY BE REDUCEn BY 25% FOR DR/LLED-lN H-P/LES. ll. SUBMIT A°ST,4NDARD T EMPORARY SHORING SELECT lON FORM' AT LEAST 7 DAYS BEFORE ST ART lNG TEMPORARY SHOR/NG CONSTRUCT/ON. UP TO 3 SHOR/NG LOCAT/ONS MAY BE /NCLUDED ON EACH FORM. STANDARD SHOR/NG SELECT/ON FORMS ARE AVA/LABLE FROM: !'nnnP_C't��'C�nf�lnl//l'P..Sn!/l'C'P..S/�iP.nlCXl%C'��IP..s/rentPr.h Fnrm.S nP.tCi%l.S�l.� l2. CONTACT THE ENG/NEER /F P/LES DO NOT ATTA/N THE M/N/MUM REQU/RED EMBEDMENT. �T EMPORARY GUARDRAIL l SEE PLANS AND STANDARD SHOR/NG PROVISION� TRAFFIC SURCHARGE 250 PSF MAX _ PAVEMENT SECT/ON _ _ _ EDGE OF NEAREST TRAFF/C LANE CLASS N SELECT MATERIAL (ABCI TRAFFIC SIDE OF SHOR/NG TOP OF SHORING BOT T OM OF SHORING SHEET PILES OR H-PILES W/TH T/MBER LAGG/NG� PILE T lP TEMPORARY GUARDRAI L **GUARDRAIL FACE _ EDGE OF PAVEMENT EXTENSION 6' M/N BOT TOM OF EXCAVAT lON OR EXISTING GRADE 6:l IH:VJ OR FLATTER P,�,� �R R F� +1 lN� � 0 2• TOP OF SHORING BOTTOM OF SHOR/NG SHEET PILES OR H-PILES WITH TIMBER LAGGING� PILE T lP STANDARD TEMPORARY SHORING (SLOPE CASE) *SEE TABLE ABOVE. r -L - Pl Sta 27+26.38 p = 4° 30' 39.5" (RT ) D = l° 4/' 24.5" L = 266.90' T = 133.52' R = 3,390.00' SE _ .04 RO = 108.00' � H W W N R W W W � � P� � � F � � � TOE�ROT�CTIO�I � F SEE DETAIL B F N y � y �EXISTI� R/�y � � � � � � y O — — ---' —WLB ---- ITCH D - - �', - � � D + -� � `-� t � ��-' - � �--� _. W�C'�B �_ �-"� -� '- � T FO N T � �� T, _ 8:1 _ Q OVEF'HEAD P�WrR � ;ar,=i�e5� Pl Sto 32 +22.1/ �= 4° 30' 39.5" (LT 1 D = 0° 37' 22.0" L = 724.33' T = 362.35' R = 9,200.00' SE = RC RO = 54.00' ' LT � � DETAIL A SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 Fill Ground 3•� p '��' Slope � Min. D= 1.0 Ft. B = 4.0 Ft. FROM STA. 18 + 55 —L— TO STA. 23 + 60 —L— LT FROM STA. 32 + 25 —L— TO STA. 35 + 90 —L— LT � RED MOUNTAIN Tlti1BER COMPANY LLC D�2535. PG 722 B 86. PG 87 + 80.00 I � � � � � �. � � � � � � � � � � � � � � �_ F � � �` � � y � y � y � y � � EXIS�ING R/ I C�itEU �L-3 ��;�� „�_ _ ----� N T �� Fr F,_, --- � �-��-1_fy-�._ � --- �� - - - -- T - _ J---- ,F --- — � �t ��`�L� �,`_�,ITIT�1 - s , �, -�-u � ,-,�-� ,��; �, � -y�_� -- ---- — - , �-� - �.�..� � f� � '� Z �- �. �� + ,,-� UPLAND + ��L �I EXISTING R/W � � w�,�ons V � � � �r.i o TOE PROTECTION � � F 1 � �cF 1 � F� D E�a41 L B1 F 1 � F �c I � — -- � + — — - - -' - -' - IH L B - -' - � - � - -� - -'- - '- - '- VY L B 1 - � - '- - ' - -' - DITCH � - -�_ - - r _i � ;_i -�_� . - — - - — - - - -- - = r--- - -�� - - - - - . . . -1 .'. ' � _ ' J _ - � � ___ ___ - :�t_' l.. ," --' - � . .= -� .�. ��, i- -�J" T FD I i I - � r�'iT - — - -- — i - � --- --- —__ --- --- —�--- --- — F—r F��— — —F T Fo— — � rr — — F r T F r-�t+--.�� g�1-r � �r�1�� -- . ,rT �-�- �� r_"l� �^�"L"'r� ` .- �,", ��-�� '�� N^�'i_(��.�, ,�� Li _ _.., r"l-,u"t.�� -� �-�-! ��_i= _ ��-l- -�� -1 - -'�� - � �'E}� --=�-,M I" Fr i- - oircH W��i� � 91M--- - - --------A�A�- rrrnr �c" r-i i-� ''�`-i_, ; i-i � r- - - - � - ---- � = rC-�-'� --� -��` ��-==-r--��—m-��i'---"�+--"L.'��-�� __ - ` :,�-�i-�-�--�""LJJ ��_"� L��ls � � �•J �.�_��_a r�- �ti-F" .� '-t = T �-� �, r-- ti _r- - � � _ � —tif'tA'M11B— � - EXISTING R/W- - � � i-, -�'�,�.� .r-_ f'v- �'i-- `�, i--i_'- �,�� -��--l-.�-_�-+-1- ^i-.. _ - �� fl--�-(�r_ - - - ` u^�"l r _ �-� . . ��u� �-( r�L(` -`��. _L,�r� r,-�, - - Lr!'��' ' �+ 59.76 — — EX. ILW -L - PRC Sta. 28 +59.76 Wi�ri[�� DETAIL B TOE PROTECTION ( Not to Scale) �\��,�et Natural 3.� °`�S\oQe Ground , b , F �'1 �a d = 1 Ft. 6= 2 Ft. Geotextile Type of Liner= CLASS B Rip-Rap FROM STA. 23 + 55 —L— TO STA. 24 + 55 —L— LT EST. 27 TON CL B RIP RAP, EST. 58 S.Y. GEOTEXTILE FROM STA. 25 + 95 —L— TO STA. 32 + 30 —L— LT EST. 165 TON CL B RIP RAP, EST. 365 S.Y. GEOTEXTILE � END ST AT E T lP PROJECT B-4438 —L— STAo POT 36+OOo00 rRIP RAP PAD EST. 8 TON CLASS B EST. 21 S.Y. GEOTEXTILE SPECIAL LATERAL BASE DITCH SEE DETAIL A TAPER DITCH DEPTH TO 0' AT WETLAND BOUNDARY C -L - PT Sta. 35 +84.09 + 84.09 EX. WW 0 0 � 2 7' + INC C C _ C C — — — — — — — ��-- —�iE�---- -- t ---� < < �- - ` -- ,-� �1,�� 1p- , � �c -t � __ _ i- - . - - - - - _-t -�� LV'.C��-+ � ' �- ' ._ _ _ - L-t_'" -t=��-1. I ' - i-�' ,�I- ��'�_y'_ - �' y I Fil —r �r -T F��i —�-�'1-�-f-�-1-,�-��l -'r � I � N 0 - r o �_ — — -T F0�- � ! ��--��'� ��' �� ` r�-�-'' ��-�"� i J F�� - WOODS -- - � - S� � - _--r_�_s --�_;'-i _ - _�-��J'-�-�-� -,,_ � ;__ , -L,f.� _ _-,_;_ _ , - � — 1 STATE OF IyORTH CAROLINA D�272/. PG 1074 8 26.PG 447 � �• r� � �_ S ` r"�- � � �r' -; _ ,- ; - i�_��r 1J ( � p '� "� 2 ) �r�� - ,1� 0 �� _- 4 _��b� + 00.00 EX. fLW T r0 �12� m �12 N - �� - - T r ,- - T Ft� - — TFc--— + _ _ — - ��, �—�_ ~_ —� 5'— TAPEI�-- — _ : �,T.r-T ._ - LT & RT — —_� � r� �J -L - POT Sta. 38 +79.36 --- T �-i . `�` ( 1 W I �(��I� �� _ � �_� �, T �� vREEN SWAMP Fi�AD (lVC 2/U 2%' BST S 43° 59' 02.6" E i��' F�u�uc Riw F�� WITNES� r F n- �.� � U S � °.. - -�-- 2---�� _ �_ �- — -T Fp- - � 1 � - - — -- INV=57J6' �__� =- I�,IV=��o20' i.��i" �=MF� — - � I � --�- — � i — �— — r� / ��—' EIP � � � � � EIP� � �, � � � � > � + 84.09 + 00.00 �� '�;'� � �� EX. WW_� EX. fLW � �� O� i ,° r i �`�,; ` � _ � � , �, , � , �? , � , . �' CH� � i `� i ,,:� � i � � °'`' 'P 3 = o �� ,� �P � _ �k AT�,4l�lTlC TELEPHO�E MEMBERSHIP COR . D�1080, PG l82 B l7, PG 294 N 44°03'37" W 100.00' FOR L PROFILE SEE SHEET 6 � Ul �� J �_� � �J ;-� � �I �I �I �I �I � � �I � I � � � ' PROJECT REFERENCE NO. SHEET NO. � � i i i i '_' I _ � � � � � ____ B #1 - R/R SPIKE SET lN l0" OAK __ BRIDGE HYDRAULIC DAT A B-4438 6 �`� i I �i li li i� li _ i j I I I I II I i I II !I �� II � I I!I I!I -L - ST A ZJ� f7O.89, 74.F�2� RT ROADWAY DESIGN HYDRAULICS � � � � ! � � � � ! � � - ENGINEER ENGINEER . DESIG �ISCHARGE - 1400 CFS i i i i � I � i i i i I i i = N / �n�n. , EL 63.2 _ �.� ►.. ��.��,,,, � � O I � I � � II I � I II I � � I __. I___ I � I I I � I � l FR Y - YR �� i �� i D E S G E Q U E C 5 0 S A A -- N N �. N C R p . �. � C R p . . . II II II II II lil II I I i i � I III I I I � � I �ES��7 N � ELEV Qr�� N = 6�.� FT ��,,��•ES�•/•�`%9,��i ��,,��'`�••ESS•/•� l/�'9,��i i i � � i i � i i I i i I � I I i � I, � I� � B A S E D I S C H A R G E _ 1 7 2 0 C F S ?;. � oF o ;:. � oF 0 �l%'• : �l%'• : : � � y!: . � y!•; . - �i � I I �i �i �i �i� � l � i � l I;i� �i� I I ' I � I I I �i; I'i �i �� I �i I BASE FREDUE NCY = l00 YRS —_ � SEAL .: :�� SEAL .= _ . - : - _ . . . . � BASE HW ELEVATIOIV 6/.6 FT . 015869 . .: 026696 . � N �'� ••�'' F'�'G E`��'• .`� �'. ✓�'• FNG E`��'. .`� � OO I � � � � � � � ! ! ! I !il I !il ! �' I !il ! � � I ! I � � OVERTOPPI G DISCHARGE = 3300 CFS � BEGI GRA ' i I i I i i i i i i I I i i I i i � I i I i I i i I i I . i _ i� '• I N . � i� �C` '•.,,� I N��,. `�� ' N DE I i I I i I i I � � I I I I � � i i � I i I I i I i I � i i I I � i � N I I OVERTOPPING FREQUENCY- 500+ YRS .,��T'•••...RE��o`�� '�i'cRFY .��.`,� ii ii � I I I I I I I I I j� �I I I II II � li II �� OVERTOPPI1�1G ELEVATIO/�l = 62.5 FT ��vRi�n►►`�� v��uii►►`�� L ST A l4 70a000 � --I -_ I „ il il il il il il il „ il „ „ il I I i „ I I I I „ I �\_-- i ELEV = 63.36' ' � � � � � � � � � � i � � � �� '� ��'� �� '� �� N � � � � �I �� i �i �i �i !� �i ; �� i �i �� Q Q DOCU M ENT NOT CONSI DE RED FI NAL 9� V� ! il ��I� ii" ii "ii i ii ii i i" i "ii i i�" "i "ii i I�� DATE OF SURVEY = 08-15-2017 i i i i I i i I I I I I I I i I cn� _ �i �i �i �i �� i � �� i i i i � i i i i �� W.S.ELEVATION UNLESS ALL SIGNATURES COMPLETED . . . . . . . . . . . . .. I . . . . . . . . . . . . . . . . II I . II I . . I I I . . I I . I . I I �.. I �..� I I . I . I I . I I . I I . I �I � I . . II �. �. I I .. I � � . . . . . . . . . AT DATE OF SURVEY 57.7 FT 4700 FALLS OF N SE ROAD. SUITE 300 . . _._.._I � . . . . . . . . . . . . . . . . . . . . . . . . . � _ J i� ___._ . . . . . . . . . . __ ,", RALEIGH. NORTH CAROLINA 27609 m o f fa t t& n i c h o I �g �9) 78 I-4626 VOICE (919) 78 I-4869 FAX I � ' I I II I � �I I II il I I I il il I II i I i �I � �I i � � NC License NO.: F-0105 I i I i I I I I I I I i � i � i i I i i � i 80 � � ' I� ��, � I 8� _i �i �i �i �i �I II I I i I i" I i I�i I�i i �i u — I Pl = l7 +1 0. 0 0 i i I i i i i i i i i i i i � P l I= 2/ + 0 0. 0 0 EL = 64.08' '� I I I I I li I I I '� '� '� EL = 62.90' END BRIDGE '� - - -L - ST A 25 +8/.l3 i - VC = l00' - � � �� -- �- - -VC= l30 i � K= l66 � i �,I � � �I � � � � � K=/49 BEGIN BRIDGE 70 � �I � �� I i �� ; 70 — — i I I�I i i I Ii I�I i� iII Ii i Ii i —L— STA 24+73.88 i ; i ; ; i i ; i i � j I , III li l � I I J_ . _ ._ _ --- -- -- - _. .' '�---- -----�---- --- -- - - ----- -.. I_ --- � � � i ..3 .�-�- -� _ia. a 6� _ _ - - - --- V � , ; _ _ _ _ ---- ---�- - --- - - ---- - - - - - - -- -- - - i- - - - i --, � � i � B i � � �(-7 .30��` 7-'+TD.�b`907`' �� --�- � 60 ' � � �� I 60 _ ' ---- � � -,-- -. _ � � � � �.___ ___. �o __._ _.__ �.___.� �__ ___------�___` � . __. ___ _ ---- -__. _._ �,i �� I � ��—1 0614/ � � � ,__ ! � �� __— ._._. a � � -�— � � �� ---- ----- ----I ---- - � 'I � : . i -_�_ ��_ _i : � i . � i : i : i : �i_i i r- _ -- --- �,- ---� ----------- -----�------�------�-------------=----- '------ ----- ---- �-r. . ----- ,�_._:-- � -:-- f � � I � �i � ��i - - r � - i- � _ i -.' ,� I I - �_I � _ _ i — -_ _ I-- � -- ---- - ---- � -- � - i _ p _ 1 _ i � � {r — � u p l` � �` — �i 7 I i I�i I�i 'i il il� � --- I � _I I I � I � � 1 1 _ : . . .� -iJ � -� � . _ _-- �_- . ; .- ----� �� : : , _, . _ :_ - - _ -. � - _ I � _ � _ . . I, � J_ l i li l I� I I 1i I_i I� I, I, li li i li l I� I� i 1i I� , -- - -_- _ __ _-- — __- .� I I � � i J_ . . : . . _ _ , � � _I il il il il il — . __ . --- -- - -- - - _-- - _ II � j — -- 50 '� 7 � � �� i� n J � . � _ I II I� II � I � _ � _ III I _� _ �I I 1 _ � _ � _ I I � I � _ I � _ _ _� I _� - _ _ _ _ - _ _ _ _ _ _ _ _ _ - 50 � �� I� I� � — � _ _ : -- _ _ - _ _ _ _ _ __ - _ _ � � �� I , �I 1 �I �i �I �i �I �i � II 1 i � I I I: I I I I J_I.� I III II I I I � � I l i I � I � � J J i J : -- - J I I __ __ __- N _ -- _ �� , �� _i � _ _ 1 - _ -- - I I II II II II II I �� I�I ill. ill i l III IIII �II �� II IIII �I I I I: I I I I� II II �_ I_I� ' J_I __ I_I_I. I I I I J I I I I I I J J�- �� ,- - _ I _ I I I I_ _ _ �� _ _I I_ I I I I � 4� . _� � :� � : :� I! �� o�n H � I� � :� �� :�� :I-I- _ __ _ _ __ _ _ __ p� - -_ _ _ - - -- 4� I I � I I I _ � I I I I I I � II _ -- I I� I� I� � J JI �� J� I. � � I I� I� I� II J IJ I . . I, �_,lil liI liI I I� � I� J_I� I I,'I liI liI .lil -- II,I _I� ._- _ __ _ ____._ - - - _ _ I - -- --:- � � � � � � � � _ � � . _ _ ��l I i �__ _ _ _ _ _ _ _ - _ -_ _ _ _ _ _ _ - i� i', i �� i � � li n q� � i i i� i i i i i i � i � i � i i� � N �u i_ i� �oo-ir� - � �� J J l_I I I I I I I I I I I I J J_ _I- : -,_ _ _ _ - WS 16' . I Il i II I II I I II I I J_ _I _ 1_I I � I i I 1 i I I I I I 1 _I ___ _ __ ___ _ _-- ____ _ E f. = b'� -- - -- _i _ _ _ _ _ _ _ _ _ _ i I Ii Ii Ii i I Ii 1I �I'i II'i� �i �i il il�i il� �I�i �i il II�i i 3 0 � 50-YR 3 � II _ III II I I II I_ I 1 1 1 _I __ I 1_ _ 1 1 l l _ I_ I_ _ I 1 1 1 1_ I I_ 1_ 1 1 1 _ -- __ __ _ _ ____ _ _ _ I S EL - . , I_� _ I _ _ _ _ _ _ _ _ _ _ _ . - DITCH LEGEND — '� ' � �i i�l i� i� � i�l , I �i �i � �i �i �i - � I I I II I I I I I I I _�� I I I IJ II � I I' J I I I I I I I J J I _ NO L W$EL i 7.7 � ; � � i i ' i i ' i ' i � _-- - -- ---- ---- -_-- ----- -- --- - -- ____.______._ I i_ i i i i i i , i_i I i i_ I i I i I I I i i i i i i i i I i I I i i I cEFr oircH - - - — '� , ' � �_ � � � � — � ��-�; i � , �� , , �-�;� � �; � � , , {�� , i� . . . - � ZO i i i i i i i i FOR PLAN VIEW SEE SHEET 4 i ZO i i i i � � � i 15 16 17 18 19 20 21 22 23 24 25 26 � � � � � � � � � � � � � : � � _ ! IIIII il!I il!I !I il ilil II�I IIII III II _ !I il il!I il!I III Il il illl _.. __ � � -- -- -- . _ _ . --- — -- ----_ — 1 � _ 1 I 1 _ _ I 1 _ I _ . _ . _I J_J I_I---1_I_ I 1 _ _ J 1 I I _ _. J 1 I-_ I__ . _ . -1 ---- -- - _ . . __. . ---- --- - -----. _ _ _ . . _ _.--- - _ _. . . _ -- ---- . . ___. _ _. . _ _.-- _ -- — -__ --___ , L _ _ _ _ _ � � �_� _ _ _ _ __ _ _ _ __ _ __ _ __ __ _ _ __ _ . _ . - : : : . �� li -i � ' i ' '� � '� i li 'i ', �i ', 'i '� i i i i i - - : : 1 1 �- I�_ 1 1 I , :_IJ_ I I I I I I � I I 1 1-I : 11� _ 11� .--- _______,__ � � � � � � � � � � � � � -- : _ _ _ _ _ - _ _ _ _ _ _ _ '� '�_ ' _ _ - I I I I I I I I l i I III � � �II I I �� I i il �l �I I �I I II II II I _I��__ J I. J_ I�_ _ J I_ I J J I_ I 1_ I I _IJJ I I I I I I I J J I. : : I _I . -I I I I I I _I_ _ _ _ _ _ _ _ _i _I_ _ i i _- --- --- -- _ -- . _ - _ _ _ __ . _ _ . -- _ _ -- _ _- _ _ � I li li IJ I I� � I I�� I� � �� I � IJ �, li li I I� I_�_ 1i I-1 .- - -- - -- - - - - - -- - -- - --- _ � �� i� - . _ . - --- - - . _ _ . ' --- . - . . . . _ ----- . �J I� I II� I II� I I i �_ _ � �._ =j I_ I I IJ I I II� II� I II� I II I I � I II� IJ_ � � I li -- - - _ _ _ � 0 O �� I I � I I II II I II I � �I il I I il , I il I il _�� I , I� _ i _ - _ _ _ _ _ .-_ � 0 O --- - _ . - --- -- ---- I I II II I I II I I I II III I I I II II II I J IJ . --- . _ � �� _� __ _ END GRADE � : ____ _ _ _ _ i �-_ i_ i i i i i i _i i_� _ i_� __�� _i �_i i i i i i i i _ ------ ---: _ : : : .. . . : . . : : . �_ . . I� _ ii_ � �� i. �i. _ ��i .��i I! : - - f . - - _ - _ �� ' �i �� I�� '� I i I�� I i i I�� I n L ST A 36 00.00 _ _ ___� _ , - - . . . � �_ _ i_ : '� � '� � : � '_i _� ' � _ _ � _ _ � � '� � : i � __� �_'�_ : '� �-i --- ----- - - ----- _ _---- _-__ ----- ------- _ - ----- -- --- ___-__ _�� I I ��_ ��_ I_��_ _��_��_�� _W_ I II I��_ I _ � ELEV 63.56 - - - - � _ _. _ I � i �� I !� !� I � I ! I I!� I �! �i 1 'I �i II �i I i� �i II I �! - _ _ _ _ - -- - _ I __ 9 0 : : J-I�_ Ji l Ji Ji l li I li I I Ji I li I li I I Ji Ji l : 7 0 .--- _. _._. -- _ i _i i _li_i i_ i _li _ i _ i _ _ _ _ _ _ _ _ _ _ „ „ I I I�� III II II iIII iIII iII�I lil I �IIII IIII III I�� III I_ �� II I II I� II I� I� 1_I �_ �_ I_I��_ _I��__ ��_ I �__IJ: I I I 1 1 I I � I � ��_ _I_IJ 1-� -- ------ ---- - . . . I ,J _ i I I I I I _I I I , I , l i I I . 1 1 _I_, _� .- - _ . . _ _ . _ _ . . - -- _ - - - _ _ _ . -- _ _ �� I � � � � � � I I I I � �� I i � i � i �� i I I i - - - - _ __ _ _ _ _ _ _ _ _. I J i -1_IJ_ . I _- _ --i I I I I I I J J_ _ _ _ - -- --_ -- - _ _. _ _ . _ - --- - --- - --- . _ I I __ ___ 1 � ' 1 � ' _ I 1 � 1 1 1 1 I . 1 _ __ ---- _ . . - - --- - _ - - - - _ _ _ . _ _ - -- - - i I � I � - 8� --- ! � I ! I, ,I , � � �� " I� � I I _ - _ _ _ Pl = 26 +80.00 � �� __ i� � i� i_�� i � �� i� �� i. i �� -- _ : : ___ - � --- - --- - --- . _ - i i _ i _i _ i i i i_ i i _ _ i i : i i i i i : i : i i_ i : --_ : - -- - :_ : _ _ - _ - Pl 30 +15.00 � �� _ I � � I_ � � I � �_ I � ,_�� P/ = f . _ __ __ _ _ EL - 66.20 - - 34 60.00 _ i EL - 62.65' i i �� i � i � i� � �� - l il ', il �i i �I I �i ' I['�I _ _ _ _ _ , _ � � � '�, ' ' '� �� I '�, ' ,� '�; �, � ' � � , EL = 63.98' ' VC = 250' � � � � � � K= �53 V C �90 I I I�II I �I � � I I I I I I � I I I � I I = : = I �I �I ! I! ! I! �l l l I I! l i l i i l Il il V C 1�� i 7 0 K l 4 0 � �� K= l 6 7 � 7 0 I lii I� I i i ii i �i i i ii ii ii i i ii I i i I � ��i � i i� i� i i i ii �ii� i�� i�� I�� I i I I� � II II II I � I f I I I � li I I I I I I' I I I I l+ 0.56 ' 0% -1/.0�12% ' �'I ! I I!� � i '� '� � i I' j I' i I � '� '� � ' � � : : � � � , � I --- � � _ - --� __ -�-----, -- - ------- ----;----- ----; --- -- --- -------- _- _ - _ - - - - - - - - - - - - - - - - - - - - - - --- . . � � ( -) .300a/-}-- � )0:- 000- o; � - �----- i, � � //1//� o , I � ��i �, -- — � — i ----i —�-- -- 'j i � i " . . . . . . . . . . � -�/all�i V / � �� I I I I �I I � I I I . I j i , j �I .. . . . . . . . . . : . . . . . . . , bp __ Zr � oa6'� � � � � I � 60 _ �r - � � i � i � � � � �� ---- ---- ---;--- - � � '� � ' � I �' - --- ------ l -�l �.l123% -- -- -!- - -- - --- � � � � i i ! ii � �-i � �` I i i i I i i i i i '---- �------� � '------'--- ' — ` � 1 I i I i i i�_ I � I I �. I I I 1 I I I ----- ------I--- ------ i ----- �- � i ----- i-------------i------ i — ii _ y — I. i _ ._ _-�I---- � i i i i . I_____ , I i i _ i f i � -- I -- Ili , il __ �_ _I , I il I I li II I _ I I II , I_ il � I! I I � I, I I i — i� I 50 ' � � , �� I � ��I ��I , , � , � ' ' �j : : � : : : : : : :: :: : 50 i ii ii ii i i i i i i J �i�i �i�i �i�i �i �i i J - i i i i i i i � i i i i � i ili ili ili i ili i i I I I I l i l i„ I II I II I II '_ I„ i„ I I i„ I „ Il i Il i Il i„ i„ II I III � I--- � I I i I I Ii�� I� i I � � � �� J -- -- - I I I I I I I - I - i � I i l i I I i l � O j l Iill Il i lll �li Ii li . � . . II I_-- I Il ll ll i ll „ I II I II II II I I I I I I, � Q I, I , I I I I I I l l , I � : 4 O __ il I I I!I I!I il I !I il il I il !I il I �� !I I I!I I!I II I il I li �� 0 I I I I I L{� I I I I I I I I I � . I __: �i �I I �I I �i �i �I �i I i i i i � N i l i l i i i l i � � � : : !� ! i� i i i � i i + II i � i i i i� i i i �� I '� III II i I i I„ I I � I I I� : i� I �, I I I I � I � � J ,I �I il, II „ II_ II��I ,�I I III, III I I�I _� u �l,�i_ I�lil il, I�II, II,I I il lll �i W 30 ! � � � � I ��I �� , ! �� ; ; � � ��I : : : : : : : :: :: : 30 i i ii ii ii i i i ii i i ii .I -I i ii ii ii i I I ^ i i i i I l� l� i i i � � I i i i iil l� DITCH LEGEND i �i �i �i i i i� i i I II II II I � � li �i � � i� i� i� �ii � � i-_�� I� i � i � � � � I � i � i I i__� � I__ � � i � i � i � � � � � � , I� ,� I� , I� I I� I I� , I I, FO R PLAN VI EW S E E S H E -- LEFT DITCH ----------- – '� � � � r - ! I , I,i I! il I i i I� ! I� � � ET 5 ��: 20 � I fl � � � � � � � 20 �� ; 26 27 28 29 30 31 32 33 34 35 36 �