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RUN AREA AREA AREA ; TIME TIME CONC GOEFF PIPE TIME IN ' INVERT /y "/ . . / , / / . ' /; (SF} (ACRES) (ACRE=S) (MIN) (MIN) (MIN) (IN/HR) (CFS) (FTIFT) (INCHES } °( {P�CHES }, (FTJSEC) (FT) (fv11Nj j / \y / ... ' i ° / ti r FES 6 FES 6 1 252Fi5 0 58 0 5S 0. 32 5 00 7.22 ti 5 2 1 4 69 ° 7 1$ 12.9 16 0- 269l ., 26S 92 _... 1111 __ . COLUMNS TO BE ABANDONED . ,. z _. ........... - _ _ _ 1111... - _ ... ........... r .. _1111... ; . _. _ A � a '� vp �..l.... _.'- 1� ANNIJA I �r „ 1 .:; �x ` � � / J�oQ . 111:1: ,, :11,11 , 1111:,.:,,,, , ,.. :..:. .:....::: :. .............:.. .. .. . 1111.. .,.,.:_.... .. ,.. � CHANCE � N >: � � AND REMOVED � _� � � . L EMO {TYP) / ,� 7 FL 00 z s; P a. a D � s e, � 0 2 R /fir o BEAVERDAI.. CREEK INTERCEPTOR._...... Poo 11 -- ,� - /�jl. / /' /i/ , �' duo c�" OUTLET PROTECTION CALCULATIONS a . ,J �o „ / // / / /// //i Z /N 2 I\- F a l //I / / //� / o'�� _ 1111.. " v � g MH #4 . I- off' 11 A._.._._... 1.11.1.;... _. / // /;� ; v� 11A a, L?X` 64 r TBM #8246 �P ea NC GRID COORDINATES: r N= 762445.06' SSNN I #125 Zy� O �y' i E= 2208745.57' / P� r rr i ELEV= 255.69 260 _ z ti �� STA �9+30.91 (NAD 83 REF: 2011) - l Op , 1 i$a mss, i r r . i r _ ' NOW OR FORMERLY zi''i *"'r �� i �� r BORE & JACK 370LF l /\ -. .-' _ BUNN FARMS INC. �Bq rr ri r 36 "0 STEEL ENCASEMENT PIPE � / r /\ _ - r r DB 6057 -594 (MIN 0.625" WALL THICKNESS) PIN: 2706 - 81-9852 t, o r \ 1l i i i / CFO r �! ii' �A1 \1��.� �- kp0 r -0�0. ..,1" �11g. �XOO ��5 VV\ - - -DITCH 9� C.1O 1020 A \ PROP TEMP.20� V 6q VA ('CONSTRUCTION EASEMENT 270� DITCH 8 TO BE RESHAPED TO 3:1 SIDE SLOPES AND 2' BOTTOM -r* X9,1, _ r NOW OR FORMERLY w^ �- O SSM '< \ O \ \ _ ? STA =31 +82.08 f RECEIVING PIT O i J ( ` 265 " W .('cc ` 128\ \ i i r \ t -•zs� �� 0� DBY 1091^9 FAMILY i 20'X20' v` O \ \ \ i� _ ?-F - r SMH #126 W O, 1 `o - ti6 r \ �. , a �. ?ea 0� \\\ / �,- PIN: 2706 -7 -9236 O STA =24 +62.73 � p I 1 I � � rr- i � � � 31 +0 =255 � _ NCDOT BORE AND JACK PPLI � MONS ° " " A 1 l �j0 +00 CTp 401 LINED LF 18" PROTE / - \ 3y �0 255 r TBM 10075 f _ - l� 211' r r i - NC GRID COORDINATES: _WETLAND A sheeting and shoring plan, in addition to material cut " ' t `, ,' PROP. 40' CITY OF RALEIGH'- _ _ �i 1 "51�� -� / -- / ' / N= 762557.37' sheets, must be submitted by the contractor for review .. � / � \ SANITARY SEWER EASEMENT�i � �40p� � � ..._. / - � prior to the start of construction. The Engineer will " " v " .1 _ i - �-- �=� F78 "p -34 -/ / E= 2207924.62' provide this information to NCDOT for review and approval ' ., �. 7SSMH #124 �'/ 1/ � -DITCH 10 TO BE RESHAPED TO ��A'OTECTO y'00 -- �,,�. v. ELEV= 250.41 - 5J upon receipt by the Contractor. All bore and jack a STA =29 +71.50 3:1 SIDE SLOPES AND 2' BOTTOM 7 ' _ 407 /Nf) - q50 - (NAD 83 REF: 2011) installations shall be in strict conformance with NCDOT_ ^.�,� - D/ v Standard Specification Section 1550. " ' JP pO / - �Q 0, >8% c 190 \ \ PROP. TEMP. 20' j e� .. ° 4 °� " p • ys�,l � � � °G�, �� r� , � /' � '° `t �;, A. � �, � I / " ASSM 122 CONSTRUCTION EASEMENT TA =3508 ^ U a its i J\ 6X00 �� 2sa o " w , X , " /t f � • ° DITCH LINING CALCULATIONS Q NAME DA C I L O 10 SLOPE VELOCITY DEPTH SHEER LINER DITCH 8 3.56 0.5 7.38 61 13.14 5.2% 8.04 0.48 1.55 Excelsior Curlex Low Velocity Blanket DITCH 9 1.03 0.5 7.38 73 3.80 4.3% 5.88 0.36 0.97 Excelsior Curlex Low Velocity Blanket% DITCH 10 4.1 0.5 7.38 63 15.13 9.9% 10.09 0.37 2.26 Rip Rap, d50 =6 inches 2801 Y \ I 27,1 I I 2701 - N n w 0 :A- D ICI I r I U V O N �tn0 O J P W Z LR ~ 2 0) = 40 265 w M ri N tY� L� L ( 2 W O1 W Q D_ r w Q Ta 1- _ J n z 0 , 260 N _ _j co i+ + 7 cV s N N N R 0 - - 0 2 255 / - 0 250 i 1 ( 1 e ANNU 4L 1% ANNUAL _ _ _ _ - CHANCE -BLOOD CHANCE FLOOD (-- BOYR- f�:30D) LU 1 45.10 �d5.10) BEAVERDAM CREEK OUTFALL N Oi s ? „ 2451 i I � I \ \\ \ \ \�\\ \\ \ \ \ \\ I 268 L ,18" �R .� - - 1 2,1 L ,18 ;F 375' LF 18" PROTECTO 401 LINED DI @ 0.15% O�ECTO 401 -LINED DI_@ 0_15 ° // x / / �� I I Of Z 240 i BORE & JACK 370 LF 1 w 1 1 36 "0 STEEL ENCASEMENT PIPE Uj M 1 I (MIN 0.625" WALL THICKNESS) 2351 M I � N O LO 0) N O c0 V) In O r It N L0 LO � L in y N N N N N N N N N N N O J 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 3 a a ``,,NwnUiry E. V..O ,,•o •FE "caRO� lo�� GIs GREEN ENGINEERING �9�': WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i = SEAL o s 022594 E NORTH CAROLINA FIRM LICENSE: P -0115 i 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 ''F • •"" \`' TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE 0 GREENENG.COM CFO GREE�.�`` -- - -� W W - -- :c -v -a -- - - -- r Z - - - - FnrOZZ< - -- = =NI 2 W N N ' � �I - -- - - - - -- - a to O F 1 n U - a, 265 1 p r, 0 _ \ -- -__ W -_- ------ - V O m z a- ��-- ----- -- --- - ? ino?, 260 IaM�� N _n N Q' - 1%.ANNJ.o1 CHANCE FLOOD (1U0YK FLOOD) r I i i i � I � � 211 LF 18' P!20TECT0 401 LINED DI @ 0.15% "O 40t LINED DI @ 0.15 ° // 7 - i i r _ _ a - -�, ... n i i 77 I I _ F,5 N V 'T Z1 .404 I ! \ F) F- 0 !IEU'E RIPARIAN BU -FER cR0ur255 I i i i, i i i it i i /400' L ^18 "; ROrECTO 40i LINED DI @;15' ----- _ -1TYP) N 0 r" r' N r, 01) O � LO U) LO N cNi LO LD cli N N N N N N N N N 28 +50 29 +00 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA i LO 7 7 N � N N 33 +50 34 +00 ir7 r76 ANNUAL (100YR'IFLOOD) 7`- 250.56 - V 250 m Lq 0) N N N 34 +50 35 +00 35 +50 PLAN AND PROFILE GRAVITY SEWER I245 240 SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i". 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. LEGEND 235 2. SEE FIRM PANEL FOR FLOOD 10C EXISTING MAJOR CONTOUR - ory 01 -- EXISTING MINOR CONTOUR Z - - EXISTING PROPERTY LINE irM o - - EXISTING RIGHT -OF -WAY < - - PROPOSED RIGHT -OF -WAY Z - EXISTING CENTERLINE - - - - EXISTING EASEMENT - - - - - PROPOSED EASEMENT REMOVE BUFFER EXTRATERRITORIAL JURISDICTION N GRAPHIC SCALE EXISTING BUFFER 270 - - - - 1% ANNUAL CHANCE FLOOD 4o 0 - - - - - - - - - - EXISTING EDGE OF PAVEMENT _ LIMITS OF DISTURBANCE W 0 TEMPORARY BENCH MARK `_�= i EXISTING WATER LINE RUNOFF FLOW DIRECTION EXISTING WATER METER PLAN & PROFILE (HORIZONTAL) ASCII FILE: PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION LAST MODIFIED: 9- Oct -15 1R200 (WELL) EXISTING WELL SITE RADIUS ELEV: 999.9' MODIFIED BY: RVM - - - - 1% ANNUAL CHANCE FLOODPLAIN sir PROFILE (VERTICAL) -- EXISTING SEWER LINE PROPOSED SEWER LINE s'0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE 3 PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE O EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE O EXISTING STORM DRAIN MANHOLE 0,1,4Mg EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL C. � ZONE AE �� WETLAND J / BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC - ............ PROPOSED BORE & JACK EXISTING VALVE 3 EXISTING GAS VALVE I I I I I I I I I EXISTING RAILROAD TRACKS x EXISTING FENCE LINE 280 - EXISTING TREE LINE EXISTING WETLANDS LINE r _ EXISTING ROAD GUARDRAIL SILT FENCE WITH OUTLET 275 2451 i I � I \ \\ \ \ \�\\ \\ \ \ \ \\ I 268 L ,18" �R .� - - 1 2,1 L ,18 ;F 375' LF 18" PROTECTO 401 LINED DI @ 0.15% O�ECTO 401 -LINED DI_@ 0_15 ° // x / / �� I I Of Z 240 i BORE & JACK 370 LF 1 w 1 1 36 "0 STEEL ENCASEMENT PIPE Uj M 1 I (MIN 0.625" WALL THICKNESS) 2351 M I � N O LO 0) N O c0 V) In O r It N L0 LO � L in y N N N N N N N N N N N O J 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 3 a a ``,,NwnUiry E. V..O ,,•o •FE "caRO� lo�� GIs GREEN ENGINEERING �9�': WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i = SEAL o s 022594 E NORTH CAROLINA FIRM LICENSE: P -0115 i 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 ''F • •"" \`' TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE 0 GREENENG.COM CFO GREE�.�`` -- - -� W W - -- :c -v -a -- - - -- r Z - - - - FnrOZZ< - -- = =NI 2 W N N ' � �I - -- - - - - -- - a to O F 1 n U - a, 265 1 p r, 0 _ \ -- -__ W -_- ------ - V O m z a- ��-- ----- -- --- - ? ino?, 260 IaM�� N _n N Q' - 1%.ANNJ.o1 CHANCE FLOOD (1U0YK FLOOD) r I i i i � I � � 211 LF 18' P!20TECT0 401 LINED DI @ 0.15% "O 40t LINED DI @ 0.15 ° // 7 - i i r _ _ a - -�, ... n i i 77 I I _ F,5 N V 'T Z1 .404 I ! \ F) F- 0 !IEU'E RIPARIAN BU -FER cR0ur255 I i i i, i i i it i i /400' L ^18 "; ROrECTO 40i LINED DI @;15' ----- _ -1TYP) N 0 r" r' N r, 01) O � LO U) LO N cNi LO LD cli N N N N N N N N N 28 +50 29 +00 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA i LO 7 7 N � N N 33 +50 34 +00 ir7 r76 ANNUAL (100YR'IFLOOD) 7`- 250.56 - V 250 m Lq 0) N N N 34 +50 35 +00 35 +50 PLAN AND PROFILE GRAVITY SEWER I245 240 SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i". 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. 235 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN Q ROCK CHECK DAM ELEVATION RANGES FROM 246.5 -- - -- - r� LL -- -� - - - - -- N DISSIPATER PAD 00 m n rn y �' to L I °J 0: ��, FLARED END SECTION Lo DATE BY DATE. August 19, 2013 REMOVE BUFFER 10/8/15 RVM GRAPHIC SCALE 270 DITCH LINER - ? d 4o 0 v V J 0 25 50 too W 0 `_�= i N `' --- RUNOFF FLOW DIRECTION 2451 i I � I \ \\ \ \ \�\\ \\ \ \ \ \\ I 268 L ,18" �R .� - - 1 2,1 L ,18 ;F 375' LF 18" PROTECTO 401 LINED DI @ 0.15% O�ECTO 401 -LINED DI_@ 0_15 ° // x / / �� I I Of Z 240 i BORE & JACK 370 LF 1 w 1 1 36 "0 STEEL ENCASEMENT PIPE Uj M 1 I (MIN 0.625" WALL THICKNESS) 2351 M I � N O LO 0) N O c0 V) In O r It N L0 LO � L in y N N N N N N N N N N N O J 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 3 a a ``,,NwnUiry E. V..O ,,•o •FE "caRO� lo�� GIs GREEN ENGINEERING �9�': WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i = SEAL o s 022594 E NORTH CAROLINA FIRM LICENSE: P -0115 i 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 ''F • •"" \`' TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE 0 GREENENG.COM CFO GREE�.�`` -- - -� W W - -- :c -v -a -- - - -- r Z - - - - FnrOZZ< - -- = =NI 2 W N N ' � �I - -- - - - - -- - a to O F 1 n U - a, 265 1 p r, 0 _ \ -- -__ W -_- ------ - V O m z a- ��-- ----- -- --- - ? ino?, 260 IaM�� N _n N Q' - 1%.ANNJ.o1 CHANCE FLOOD (1U0YK FLOOD) r I i i i � I � � 211 LF 18' P!20TECT0 401 LINED DI @ 0.15% "O 40t LINED DI @ 0.15 ° // 7 - i i r _ _ a - -�, ... n i i 77 I I _ F,5 N V 'T Z1 .404 I ! \ F) F- 0 !IEU'E RIPARIAN BU -FER cR0ur255 I i i i, i i i it i i /400' L ^18 "; ROrECTO 40i LINED DI @;15' ----- _ -1TYP) N 0 r" r' N r, 01) O � LO U) LO N cNi LO LD cli N N N N N N N N N 28 +50 29 +00 29 +50 30 +00 30 +50 31 +00 31 +50 32 +00 32 +50 33 +00 CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA i LO 7 7 N � N N 33 +50 34 +00 ir7 r76 ANNUAL (100YR'IFLOOD) 7`- 250.56 - V 250 m Lq 0) N N N 34 +50 35 +00 35 +50 PLAN AND PROFILE GRAVITY SEWER I245 240 SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i". 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. 3 47 - ®34 235 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN N ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. N 3. FIRM PANEL BASED ON NAVD88. N N 36 +00 36 +50 37 +00 FEW" DATE BY DATE. August 19, 2013 REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE CLIENT CODE: RALEI JOB NUMBER: 12 -071 0 25 50 too FIELD BOOK: 881 `_�= i CADFILE: 12071- PP.dwg PLAN & PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 0 5 10 MODIFIED BY: RVM sir PROFILE (VERTICAL) %EEf' NO. 12 OF 42 3 47 - ®34 \ y 1 � �v f v f y � TBM #8079 I + y NC GRID COORDINATES: c') - A y ? N= 782925.48' TBM #1004, E= 2207087.50' co) - �- NC GRID COORDINATES: ELEV= 270.61 N= 762673.28' \ / 1 W F� \ \ \ \ NOW OR FORMERLY (NAD 83 REF: 2011) !! I Z / E= 2207685.39' V A A v �; ELEV =254.23 \ \ GAY FAMILY LIMITED -i \ \ PARTNERSHIP II I U O_ - - - - (NAD 83 REF: 2011) \ \ \ S$MH #21 COB 10883 -2346 I ® _ _ H - y �� _ - PIN: 2705 -61- 5785 111 - � .._ j �Z ¢ 255 - - 8 00 1018 y STA =39 +21.49 / PROP. TEMP. 20' i - _, i _ qN0 \ ` j CONSTRUCTION EASEMENT SSMH #119 Zs5 _ PROP. TEMP. 20' -- _- 339' L -'- --�`� � � � A � -- - - - -- 268 - _- i � >-. � j - - -- 18 °PROTE r a01LMEp `39 +00 ~� i� —2so ��? �- ��T +S / f / CONSTRUCTION EASEMENT @ 0.15 \ \ _ 7 -- , -C� 29 aNN l mco ��` 40 +0p n �'� - _ - - - - _/ it AN UA \ �� - 0. - 46 0 \ v CeF L� � � yam- � �' - -- -�.\� -� \ °� �c - xp .�'� so�-'� +00 1017 _n - I� v- \ \ X173• \`\ 33 LF \�- 'i-00 \ \ \ \ �` t V�1rjolO -_ ` 148 w \\ 400�LF18 "PROT / 47±0p \\ _ -L \�� #118 41 �. - - - --- - LINE / - - - - - 18 "P _ - - - - zso po - Ecro ao1 - \ STA= 4$*54.99 \ ROrECr - \ \ - \ \� 0401 Cf \ ��. 142 _ �tNE u� , , - \ I D DI @ 0.15 % I A 48 +00 v `� r - ANNFLOOD �� - - \ CHANCE ., v @ 0.15/ v 42 +p - \rte kp0 RO�� ° \ y ^WETLAND"• v �' 0 - �� F1a� KEILAND- y �v 1016 167 363' <p 4p %00 �� z�a y 0 18„ "y F' <0 �, _ . � PROP. 40' CI OF RALEIGH y y R�TFCTO A -: ,v ` \ - s wy y ,�„ �wqY �� - SANITARY EWER EASEMENT, V vv 4014 -7' _ .50x V o \il _V. -V ° SSMH #120 �� \ } y \ 0° o. 16 00 \ - s\ h° �'� - , ., ' STA =42 +60.56 / \ ° 3 - F y o -V 7 / t ANON "so \ \ \ _4u y „ v� y _i y y, , af„ i' ,, „ a y' \ \�� " a y ° v ,� ry �.' `'rte •�- Ry'` / \�. F. " J tl ,zy .. k \. , - 0.2% ANNUAL �_ y$ y FLOOD Al , y " r' ' CHANCE y V y" y • "y y° ., , . � _v, `�/ -.^ --y. _ THM 0 �Q y, a 41 v y $ y y _; ,> \ f v _° ' _ 1% ANNUAL C GRID D COORDINATES: y !// - - v "' y y, a y CHANCE FLOOD N= 763329.07' y v y y y �Tv " �y v y • E= 2206676.72' v - -. y �, y y y y, y / "��, y ELEV= 262.42 _kl " y, v y y (NAD 83 REF: 2011) y, Y y. \ " " ,v _� ' 1% °_v w '' J' ,,,, • v" �+ .,. � � ;i "``. c.., .• a .. _ a v y a N .,,� ;.. > � �; .,` . _✓ :. s. a y , .y '� y - y' All , ' . Y' V, y y " -- - ,. L y y N I I 2701 BEAVERDAM CREEK OUTFALL 339' LF 18 "PROTECT 339' LF 18" PROTECTO 40' LINED D @ 0.15% II TO 401 LIVED DI @0.15% / / /rte. ;_ 3. Sr f I I " 245` � - ._y ; I '.�� - �TI SEEP 30LLAR / mt O 0 CV 00 Go O N N N OD EL 0 ON 0 n Lo � 0 L0 Lo w+ N N N N N N N N N N 0 CI J 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41 +50 3 aj 0`,,,wnucp,r1 . .1.,4.p s ,.�\N CAR0�7 -.,, Id�q��s� GREEN ENGINEERING °. FESSio ?9 Qom° �9� WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT SEAL 022594 = NORTH CAROLINA FIRM LICENSE: P -0115 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 w F �� % TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE 0 GREENENG.COM < � " "11 1�eO GREF-�o`�, 3 I !. � -- -- -- -- -- - ----------- -— -- — _ NEUSE RIPARIA N BUFFER __ - -- EXOf oUNd -- 270 265 1260 _ �-_ .. _ - -I - - -- -- V--- .. . .. . _ - -. ---____ - . — CH / ,NCEUFLI )OD C (5101 ri YR FO 7D) CH E FLOOD _ -_ 10 1R- FLO JD 255 2 eC - - -�- I 3' MIN. ! I 1 -_ - - -- COVER I 1 I � 1250 _ + I4S0M 0I L SF . I & �PRI O TEC:.. TS, O / 401 , LI IN. ED / DI @ S0• 15 S % e F1' LF 18" PROTEC - O 401 LINED DI @ 0. � S S t S' � , ri. -s��r ccLl.•-.� I L ANTI SEEP __._...-'- - -ANTf 5EEPE{3LLAR - -----1 -- -Sy.. I (TYP xx r EXISTING PROPERTY LINE ------ cn O 2401 1 r J � U O 1 I o LL � aot -ar co � L = W I I - — O 235 °rr Q I n 7 z N 'q Z S N N 1 (n F � z ` ° 2301 EXISTING WATER METER 0 CV 00 Go O N N N OD EL 0 ON 0 n Lo � 0 L0 Lo w+ N N N N N N N N N N 0 CI J 37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41 +50 3 aj 0`,,,wnucp,r1 . .1.,4.p s ,.�\N CAR0�7 -.,, Id�q��s� GREEN ENGINEERING °. FESSio ?9 Qom° �9� WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT SEAL 022594 = NORTH CAROLINA FIRM LICENSE: P -0115 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 w F �� % TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE 0 GREENENG.COM < � " "11 1�eO GREF-�o`�, 3 I !. � -- -- -- -- -- - ----------- -— -- — _ NEUSE RIPARIA N BUFFER __ - -- EXOf oUNd -- 270 265 1260 _ �-_ .. _ - -I - - -- -- V--- .. . .. . _ - -. ---____ - . — CH / ,NCEUFLI )OD C (5101 ri YR FO 7D) CH E FLOOD _ -_ 10 1R- FLO JD 255 2 eC - - -�- I 3' MIN. ! I 1 -_ - - -- COVER I 1 I � 1250 _ + I4S0M 0I L SF . I & �PRI O TEC:.. TS, O / 401 , LI IN. ED / DI @ S0• 15 S % e F1' LF 18" PROTEC - O 401 LINED DI @ 0. � S S t S' � , ri. -s��r ccLl.•-.� I L ANTI SEEP CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 383 APR OT -l' :CTO 40S LINED @0.15 ° /} -� LEGEND 10C EXISTING MAJOR CONTOUR EXISTING PROPERTY LINE ------ - -- - -_ - - PROPOSED RIGHT -OF -WAY — EXISTING CENTERLINE � aot -ar co � EXISTING EASEMENT — — — — — I EXTRATERRITORIAL JURISDICTION — O 2 1% ANNUAL CHANCE FLOOD O' N EXISTING EDGE OF PAVEMENT LIMITS OF DISTURBANCE TEMPORARY BENCH MARK t EXISTING WATER LINE C � EXISTING WATER METER -� PROP. AIR RELEASE VALVE - - - - -- EXISTING BORE LOCATION �R200 (WELL) EXISTING WELL SITE RADIUS ELEV:999.9' — — — — 1% ANNUAL CHANCE FLOODPLAIN �I EXISTING SEWER LINE PROPOSED SEWER LINE 8 "0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE 3 PROPOSED SEWER LINE PLUG END !?-1 n_ O ~ 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END — EXISTING STORM DRAIN LINE 1 D F EXISTING STORM DRAIN MANHOLE €\ d' LL EXISTING CONCRETE 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & EXISTING GRAVEL ZONE AE LL ON LL 20 WETLAND �) l.L W - -- _1 v OI EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC — PROPOSED BORE & JACK 00 EXISTING VALVE - ao Z I I I I I I I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE — EXISTING TREE LINE -E -W Z EXISTING WETLANDS LINE EXISTING ROAD GUARDRAIL DATED MAY 8, 2008 SILT FENCE WITH OUTLET Q ROCK CHECK DAM DISSIPATER PAD 11111-9 FLARED END SECTION m - , RUNOFF FLOW DIRECTION 1 .� 235 O'er two + w V N I �J __ "� + cal a co Z _— FLOOD NOTES V I c N N N Q o u ~ O � U!IF ON ON > > Z' z- f=j 1 2705J,2706J. 230 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN N 17 17 00 N 0 M 00 n Lo ,a ,n 6 00 v) n O � cV 0 cD ro 6 ut O 0 of to 06 ,n 6 m N N N N N N N N N N N N 42 +00 42 +50 43 +00 43 +50 44 +00 44 +50 45 +00 45 +50 46 +00 46 +50 47 +00 47 +50 CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 383 APR OT -l' :CTO 40S LINED @0.15 ° /} -� LEGEND 10C EXISTING MAJOR CONTOUR - -- - - 'Ici -- - - - -- EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY - - PROPOSED RIGHT -OF -WAY — EXISTING CENTERLINE — — — — EXISTING EASEMENT — — — — — PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION — EXISTING BUFFER — ' — — ' — 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT ® LIMITS OF DISTURBANCE TEMPORARY BENCH MARK t EXISTING WATER LINE CD EXISTING WATER METER PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION �R200 (WELL) EXISTING WELL SITE RADIUS ELEV:999.9' — — — — 1% ANNUAL CHANCE FLOODPLAIN EXISTING SEWER LINE PROPOSED SEWER LINE 8 "0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE 3 PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END — EXISTING STORM DRAIN LINE 1 EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN MANHOLE €\ EXISTING PAVEMENT EXISTING CONCRETE 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & EXISTING GRAVEL ZONE AE I w !vv "vW WETLAND �) BUFFER _1 v OI EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC — PROPOSED BORE & JACK EXISTING VALVE - EXISTING GAS VALVE I I I I I I I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE — EXISTING TREE LINE -E -W Z EXISTING WETLANDS LINE EXISTING ROAD GUARDRAIL DATED MAY 8, 2008 SILT FENCE WITH OUTLET Q ROCK CHECK DAM DISSIPATER PAD 11111-9 FLARED END SECTION DITCH LINER RUNOFF FLOW DIRECTION SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE -I ". 3. THREE (3) FT of MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. FoIrAffe .I i REVl" DATE B`( DATE Au" 19, 2013 PLAN AND PROFILE REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE 0 25 so ,D i 1245 CADFILE: 12 12071- PP.dwg 2 SEWER I PLAN &PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 0 5 10 MODIFIED BY: RVM PROF ILE C (VERTICAL) m%7 NO. 13 OF 42 GENERAL NOTES t - -- n I 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS it i 1 CONFINED BY THE PUBLIC ROAD RIGHT -OF WAYS, AND g- THE TEMPORARY AND PERMANENT EASEMENTS. f!1 1 240 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. L _1 v OI 1 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION I REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. - -E -W Z DATED MAY 8, 2008 _..-- --- - ---------- -- - 1 v 1 235 ^- a o = FLOOD NOTES I � N In Z Q o u ~ O � 1 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL f=j 1 2705J,2706J. 230 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN N n Lo m ,n ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. N 3. FIRM PANEL BASED ON NAVD88. N N N N N 48 +00 48 +50 49 +00 49 +50 50 +00 50 +50 FoIrAffe .I REVl" DATE B`( DATE Au" 19, 2013 PLAN AND PROFILE REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE 0 25 so ,D CLIENT CODE: RALEI JOB NUMBER: 12 -071 FIELD BOOK: � + CADFILE: 12 12071- PP.dwg GRAVITY SEWER I PLAN &PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 0 5 10 MODIFIED BY: RVM PROF ILE C (VERTICAL) m%7 NO. 13 OF 42 FoIrAffe .I l y� OP. TEMP. 20' " '� • " • ° r ��9 C C� 1 \ I y CONSTRUCTION EASEMENT k DITCH 42 y9'Y qti� Zss I v '� `1' \ v �- � N/ \ NOW OR FORMERLY BOER LLC f DB 15435 -765 a ° 263 « _ I PIN: 2706 -42 -7500 SSMH #114 \ r1" m TBM #5695 �J�p /: / �� A STA= 60 +88�8� f63 +00 v NC GRID COORDINATES: \ � « 62 +00' LII N' E D DI @ 020o - % N= 763556.57' TO 40A °G y +00 16' ROT 11 pF E= 2205982.41' 1 = ± __ D o (NAD 83 REF: 2011) 0ELEV= 263.77 6 259 - _ "/ • ( --1 J/ "� D( p.20% \i zio _ _ F 1 1 L11AE0 TBM #5721 yy� - - 172' Sg +pO OiEO(O 40 v„ ._ NC GRID COORDINATES: 'o $ PROP. TEMP. 20' ` _ _ _r / 7 / { 242'Lp 16 2so " N= 763781.72' Al NOW OR FORMERLY CONSTRUCTION EASEMENT - SSMH #116 // z65 '/ 58 +00 1 / ` 1 PROP. 40' CITY OF RALEIGH \ / E= 2205394.43' PR �/ o GAY FAMILY LIMITED - �"/ > 57 +00 = I I l (LEV= 264.24 3 h - - - - - - r ' i- 1. I / ,. SANITARY SEWER EASEMENT " - v •> NAD 83 REF: 2011) ° 2ss _ STA - ,55+38.07 f / PARTNERSHIP II I h DB 10883 -2346 i 56 +00 0.20% -- - _` - - - - - - r -� "% 'LFI16" PROTECTO 401 LINED DI @ °P 014•_. ibT�i'1• ,i } y ,,,, .,�_e \ \y °, " y P �' 'k l- + co PIN: 2706 -61 -5785 =441 ss - - -- / 55 }00 - -� - J j -- - - ' STA =58 +45.86 ! „I ?� " \ yw y , -- -- v 262 _ _ i _ % i F / `" W 1 ri,t J _y _ -- - is _ _ ° „ __ -- 169 v v " - - _ x Q 3 S�xOO 54 }0 20 °l0 pNNFL V • ON 7g „4Fp .,RO\ TEO �WFOO\/;. @ �\ _ s20 xp� -..,- - - / - ,.� �.f� - OZ- ECSy � 1 `1C/� - - • . �� >. . " ' J` ' - y _v ,x , � y •� - x � y x t " " « " y 4p • y '�" y" " .. v-.. �y« % v T0 p0 R v v 4p / 14 T 2 r 53 v y 28 y SANIARY SEWER EASEMENT J «y ,v , v - J - °, y v ,. a y/F y v A _ �� a SSMH #117 „ _� r, STA =52 +34 95 '� WAY y f f y` A y' y y -_ 'v , �-�� FLOOD f -V y v v. -* 'VETLAND -255 1015 J", • �: .'' _ sS, , - ,. / , y \: ., i --.s " _1 n _v R •, " CONNECTION TO y- `_,•- -= ys` /f \ y ,v q �, ,FUTURE PUMP lr_ y .• �,* - _ y.. % \ , , r J� • , J° i y y ,\ \ 4 Y d _ ...- F " m " STAT ON + ` y i �_ y y t ,` y \ „ �" DITCH L NIN 3 CALCULATIONS v._. J v i �' y" ro F "... ss _:✓ • , \, v y ..s � w �1 r .n / -1 v ° • F a .... .... ,. .. "'C .. ....... .. ...,. .... ..... s` y \y - x v r ` y v ' NAME DA I L O f101 SLOPE VELOCITY DEPTH SHEER LINER y - r • u . v % "T y > " `- / DITCH 12 2 0.4 7.38 80 5.90 2.7% 4.50 0.34 0.58 Excelsior Curler, Low Velocity Blanket , " � , � , '` • � ,. � ? 'rte ", - . -� � ° ° «, ' � n � „ ° F , F " " : ° " , ' « ° a '' • ' °. ' <, , � �.. • .,. '. p ' " � ° ' , ' _ " " � . • � L � " , " 270 FALL I I ! , I I i I ! I I 270 1% ANIJUAL - - CHPNCE FLOOD 1 c ANC 0 �7e FLO OD 265 . 65 EX. GROUND - - �pn'J / ft OYR FLOOD) -I� -4- 2L9.50 T ! NEUSERIPARIAN i - B �UFFER v / -- i 260 2601 1° ANNUAL CfANCE FD j / /- O --- - - - - -a o MIN. i COVER 2551 �... �� 255 1' MIN LEGEND 10G EXISTING MAJOR CONTOUR - ----- 1G1 - - - - -- EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY - - PROPOSED RIGHT -OF -WAY - EXISTING CENTERLINE - - EXISTING EASEMENT - - - - - PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION EXISTING BUFFER - . - . - • - 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT ® LIMITS OF DISTURBANCE TEMPORARY BENCH MARK EXISTING WATER LINE CD EXISTING WATER METER PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION F__ R200 (WELL) EXISTING WELL SITE RADIUS ELEV:999.9' - _27 - • - 1% ANNUAL CHANCE FLOODPLAIN -- EXISTING SEWER LINE PROPOSED SEWER LINE TO FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE a PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN MANHOLE ~ EXISTING PAVEMENT - •.:1: EXISTING CONCRETE EXISTING GRAVEL C... ZONE AE « « WETLAND F7/ Z2 BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC .... • • • • PROPOSED BORE & JACK a EXISTING VALVE EXISTING GAS VALVE I I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE - EXISTING TREE LINE • EXISTING WETLANDS LINE ° EXISTING ROAD GUARDRAIL SILT FENCE WITH OUTLET -• --• �-�� Q ROCK CHECK DAM DISSIPATER PAD pop-9 FLARED END SECTION Imm) DITCH LINER --- RUNOFF FLOW DIRECTION - I COVER - SEWER NOTES N _ UTILITIES HANDBOOK (RPUH) 1 ��` ,� /, �� / / / ALL DESIGN &CONSTRUCTION SHALL CONFORM TO THE CITY OF N ---- __ - -.. - -i-- ------ --- ------- - - -- - -- !.._.- - -- - - -- -- 31 LF 16 "PROTECT0401 LINED DI @0.20 % -- - ----- ' - -- -- - - ST 2 2005 2501 I _ } � X308' LF 16" PROTECT040'� LINED DI @ 0.20'6 -� r -242 LF 16' PROTECT04C1 LINED DI @ 0.2C /o� y! ±• 1• Y '._- ' DATED AUGUST PUBLIC U RPUH _ o ° , / / / , ' I ANTI SEEP CC# 250 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON ® � � ( 303' LF 1b" PROTECTO 401 DINED Domj-0 20% ! s � � ' ` ' ll I • /38.i LF 18" °ROTECTO 401 LINED DI (610.1 5 /0 A - = - R AN rl SEEP C OLLAR 3 i PER RPUH PAGE 57 NOTE "'° LLA L THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED N I I I FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE v 245 j L I-A�TI SEEP COLLAR 4 (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN o ��'i -ANTI SEEP ' OLLAR Ili W NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. 0 OD �i _ o x W 245 1 I -" W _ 0 (O � r •A ( r M ` � i0 _ S _ >+ I � T 3k lr i U) ii li .,. � T (A � :� ''I I I ', = m CD ❑ II � � I I &5 (n L V1 �'- ° 240 -- - - - - -- 2401 e ILL -- o - - - -- ° w - W °� °� GENERAL NOTES 1 - - T U----- - - - - -- - -- - i Z ^ - - -- Z ! D - -- L� i4 x u_ ID u o tD 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS w I l9 H- r 'J CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND = V " V = ' Cl) _ - -• " O THE TEMPORARY AND PERMANENT EASEMENTS. 2351 z 0 v Z - - �.;� 1� -moo , z LA = y a - o W? ° w 6 235 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & L I �w<�vv M M = N ( ! REPLACEMENT OF THESE FACILITIES F DAMAGED. o - ^ > > -- > - - -- _- -. �� Z LO M Q_ ( ° �+ 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION ' N 1 - - Z Q O _ ( F- 0 o w !; - g Q ( REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. (V SV a > �3j rC' Q 1 ( N a W 00 _ zz .? -. _ ______ _° -L - -T -_ n '91H.i -� -__ - - -_- r_ - -- Lii (7 Vl O T V a = V c c I v� v1 f - - - �� ? ? - -- - -- - - - - - -- -- DATED MAY 8, 2008 - -- r - - -------- -- -- ----------- -. - --- -- -- -- -- - -- 2301 230 ct 1 I 1 FLOOD NOTES y I 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2251 2705J,2706J. 0 225 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN 0 M tC) O� N 01 N Ol M r r N a° r M r N o M 7 M (o N o ELEVATION RANGES FROM 246.5 To 300.7 IN THIS RANGE. 4. cV Oi O O N (V OD r r N Oi N N 6 d M 4 co N N '" m (0 co `O to `O `O Co (0 tO cO X) LO LO 0 11 `O cO `O c0 (0 (o 0 3. FIRM PANEL BASED ON NAVD88. y N N N N N N N N N N N N N N N N N N N N N N N N O J 50 +50 51 +00 51 +50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50 57 +00 57 +50 58 +00 58 +50 59 +00 59 +50 60 +00 60 +50 61 +00 61 +50 62 +00 62 +50 63 +00 63 +50 63 +90 a a a ,`��,,,r a „1j�� (, • - R VHON DATE BY DATE: August 19, 2013 % �•`,�p��F SS�OC /9'• , la q I`�� GREEN ENGINEERING REMOVE BUFFER BORES 10 8 15 RVM GRAPHIC SCALE CLIENT CODE: RALEI 04 ( ( CITY OF RALEIGH / / JOB NUMBER: 12 -071 :Q�° �9�'; WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT PLAN AND PROFILE 0 25 5I 1I FIELD BOOK: 12 SEAL S ko ti=ter CADFILE: 12071- PP.dwg BEAVERDAM CREEK INTERCEPTOR PLAN &PROFILE (HORIZONTAL) ASCII FILE: N : 022594 NORTH CAROLINA FIRM LICENSE P -0115 GRAVITY SEWER N � LAST MODIFIED: 9- Oct -15 '� FiyOIN�F`.' �c 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 0 5 10 MODIFIED BY: RVM F' •......... �\ ��''.,��FOGRE�;o``% ` TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE ®GREENENG.COM TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) 8FEET No. 14 of 42 3 47 -034 zz' n n 0 OD A z N NOW OR FORMERLY ° o SARAH G. TAINT TRUSTEE ° / W ' D85670-86 PIN: 2706 -33 -8171 0 m N 77+Oo J y �POJ 1ao ozo °° NOW OR FORMERLY ��0 '° « =„y�R= / E001 k BOER LLC 2j5 ' 'j6 }p0 ' 6 PRO'tEG'(O 401 V \N o 2ss 2 DB 15435 -765 1 ,}� �F Q � s PIN: 2706 -42 -7500 3891 '\ � �' , • ° _1010 °j SSMH #1 0 4 +p0 .i-Fi� /b +908 m • •. Q r SSMH #113 v° .\�A �� v / 7, 1 @o.zo/ co +o SS +06.25 v v vv a tie° �'r / � I / / i 401 Z O UNEOO / T „ - .\ ��' �� \\ �� r �l /� 16 "PROT�G� ,. _ _ �--' '� _ — •� \ \ PROP. 40' CITY OF RALEIGH SSMH #111 . ' y'p SANITARY I TARY SEWER EASEMENT I- -- A 65 D •� .v \ 00 "4F 1 c66TX4 pC ONSTRUCT EM ENS T` PROP. TEMP. 20' ROT S 0 \ �� 280 _ " w , ° • _ rc , w . v" r .. t r� : : F „ <, '<1 I ,I -' A n. m N i° V \\ u �\ . A \ . \ \ .\ \ \ • \ @ 0.2\\ 01 0 � a � o A A v 6 2� . \ v - - - NOW OR F O RME 0R 1 L8 t( SARAH G. TAINT TRUSTEE TO-p 0 0 / P ROG - DB 5670 -86 148'_ +0 0 6JJJ E 278 38 6' l -4- 6 ROCK > 8 s 275 TM N y „ \` ;SSMH #112 z_70 101 S T = 8 +0 6.08 - _ FAO » r pOWP 265 z , / / t » • ° » �✓ . T „ X R ,� f „ � "gym � r . • b " , � � . a P w » u a r � j .4 w s , • � � _ n BEAVERDAM CREEK OUTFALL 280 - - - - -- ( - ( - -- -- - L OOYCEL;FLOCD 17 ANP I o CHAN / ( (IO�YR 27£.00 i i ICI / 2751 -- I r 1 - - - - V Chi 11% ANN. JAI 1% ANNUAL Exy jCHANCE FLOOD CH NCE FL IUUYK FLODU FLOOD ( / ) — 270 - _24 _on ! I II NEUSE RIP,RIAN BUFFER i 2651 260 I ' I 6UAR POUND I :E 275 270 265 I EXISTING MAJOR CONTOUR i I I EXISTING MINOR CONTOUR — — EXISTING PROPERTY LINE 255' U i I i i P i i is i w w / 1 '/ c � t PROTEC 0440 1 LINED DI 00.20% i =� S/ S, 1/ / 4( 0' LF 16' 250 1 386' _F rn L 1 AN 116E :F' COLLAR - -J 'TYSeF a; "o+ ••� r- 50 �2 N W O # V _ 7 N ° 2451 - U)u G to0 1 W 0 - 0u .� 05 ILI i H H , LL C L O LU >_ 61 z > — . ----------- . -__ — --- 240 Lo _ u rn Q -(vo +o 00 m — O �__� u'I — O (o (O V co o -tn Z a , r N Lo 7 W ! C A N In M Z IL n i) F— > �I n F_ ° 235 0 0_ O N M 00 N n 00 N M 00 (n 01 4 N M (O O I"7 4 (n n 00 + (o co (o (o cO (o h n n n n r u! N N N N N N N N N N N N O J 3 63 +90 64 +50 65 +00 65 +50 66 +00 66 +50 67 +00 67 +50 68 +00 68 +50 69 +00 69 +50 a------------------------------------------------ IL �( nn (.• IL ``,puny "p'a C • i�z .`` �N ca GREEN ENGINEERING �°� ••• • R • �2 �, % s Qom° �q� ; WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT S 022594 NORTH CAROLINA FIRM LICENSE: P -0115 N :Fiy�INE��:' �c 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE @ GREENENG.COM GREE;;.�``� fill 3 i :O T0401 LINED DI @0. :0% ---- -- ----�— I I � CN 1 I o � c=& c^I ° w �I U( B _ Z m �F' <°- �rn 0! o oLr) ;)�gw Z W QQ.N NiQZ H Z Z III, r > 1399' LF 16" PROTEOTO 4U' 3" MIN. 260 COVE'2 IF i jl 38�ROTECTO 401i li a LINED DI @ 0.20% •� •� 71//255 @020.0/ � // / / / % / — i �.. I j I 1 LU 250 1 In - Lo j d n D U J � Li LU 5 Z LoI I U I i J 0) xt + N N N Q 1 to Z'Lo O, N OJ O 0] M W h r•7 O M M au 00 N co r n CJ r r r r r n r co m co (o (o N N N N N N N N N N N N N 70 +00 70 +50 71 +00 71 +50 72 +00 72 +50 73 +00 73 +50 74 +00 74 +50 75 +00 75 +50 76 +00 CITY OF RALEIGH PLAN AND PROFILE BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 245 240 LEGEND 10C EXISTING MAJOR CONTOUR -------- 1c1 - - - - -- EXISTING MINOR CONTOUR — — EXISTING PROPERTY LINE — — EXISTING RIGHT —OF —WAY — — PROPOSED RIGHT —OF —WAY — EXISTING CENTERLINE — — — — — EXISTING EASEMENT — — — — — PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION -- - -- EXISTING BUFFER — ' — ' — ' — 1% ANNUAL CHANCE FLOOD ---- - - - - -- EXISTING EDGE OF PAVEMENT ® LIMITS OF DISTURBANCE TEMPORARY BENCH MARK EXISTING WATER LINE CD EXISTING WATER METER PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION �R200 (WELL) EXISTING WELL SITE RADIUS ELEV:999.9' — _'=7 — - — 1% ANNUAL CHANCE FLOODPLAIN —� -- — — EXISTING SEWER LINE PROPOSED SEWER LINE 8 "0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE a PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN MANHOLE s�� °, „,„, EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL �..71 ZONE AE w WETLAND % BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC — PROPOSED BORE & JACK EXISTING VALVE EXISTING GAS VALVE I I I I I I I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE — EXISTING TREE LINE ”' "' EXISTING WETLANDS LINE EXISTING ROAD GUARDRAIL = s-�-�� SILT FENCE WITH OUTLET Q ROCK CHECK DAM DISSIPATER PAD 00-4 FLARED END SECTION DITCH LINER RUNOFF FLOW DIRECTION SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i °. 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. 235 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. (ti vi ri 3. FIRM PANEL BASED ON NAVD88. N N N 76 +50 77 +00 77 +50 REVkSION DATE BY DATE: August 19, 2013 REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE CLIENT CODE: RALEI JOB NUMBER: 12 -071 0 25 50 100 FIELD BOOK: 881 MR—ot—EEEL--- i CADFILE: 12071— PP.dwg PLAN & PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 05 10 MODIFIED BY: RVM r� PROFILE (VERTICAL) swET No. 15 of 4L 47 -034 LEGEND SARAH G. TANT TI I /J DB 5670-86 TEMP. 20' 10C EXISTING MAJOR CONTOUR PROP. EXISTING MINOR CONTOUR PIN: 9701,-33-8171,, -'CONSTRUCTION EASEMENT EXISTING PROPERTY LINE NOV OR FORME TRUSTEE EXISTING RIGHT-OF-WAY PROP. TEMP. 14' CAUTION: OVERHEAD POWER IN VICINITY OF WORK AREA. PROPOSED RIGHT-OF-WAY 4 EASEMENT Af i RE 20*X100' CONSTRUCTION EXISTING CENTERLINE 7 PROP. TEMP. 20 ENTRANCE W/ 15- DOUBLE 179'16" 0 PROTECTO_ CONSTRUCTION EASEMENT #108A 401 LINED DI WALLED HOPE PIPE & EXISTING EASEMENT PROPOSED EASEMENT STA=8�. 4@0'.20% -D __jmmmpvmpL-- _, � ISSIPATER (SEE DETAIL) LjI 1%, 13 EXTRATERRITORIAL JURISDICTION 85+00 STA=83+69.06 86+00 179 1 EXISTING BUFFER -163* CO3 > 1% ANNUAL CHANCE FLOOD /}4'1_1` 16" PROTECTO 401 LINED DI @ .60% a44, pp' I 1 6 . I i - - - - - - - - - - EXISTING EDGE OF PAVEMENT 67*0 0 0 1+00 2: 79+00 1 80+ 81+00, 82+00 8, 162* SSMH #107A 78+00 LIMITS OF DISTURBANCE �STA=87+91.88 m 389'LF 16" PROTECTO 401 LINED DI @ 389'LIF 16" PROTECTO 401 LINED DI @ 1.43% 107 RECEIVING PIT 1 2• Cn . I I I SSMH# TEMPORARY BENCH MARK SSMH #109 01 Irl, 10'X20' STA=86+13.27 MW- 7MM-=107 ST)�-�79+95.04 -,q� 1- `1111 m / I EXISTING WATER LINE -4 :77 18'16" 0 PROTECTO qf)' 1 R" 01 PPOTFrTO N"_ co 401 LINED DI C) EXISTING WATER METER PROP. 40' CITY OF RALEIGH + BORE PIT -4 )DI 144• @ 0.22% On SANITARY SEWER EASEMEN Tj8% AN 5 10'X30' PROP. AIR RELEASE VALVE 7 4- 21 BORE & JACK 50LF tSMH #1078 V__1 017 EXISTING BORE LOCATION 'Y 36"0 STEEL ENCASEMENT PIPE 7 "'f 7STA=88+09.88 R200 (WELL) EXISTING WELL SITE RADIUS WALL THICKNESS) �(IVIIN 0.500 F ELEV: 999.9' 4 kil 1 _hc� 1% ANNUAL CHANCE FLOODPLAIN Z EXISTING SEWER LINE PROPOSED SEWER LINE bitck LINING CALCuLATioNs ro PROP. 20' &Y OF RALEIGH TO FM PROPOSED SEWER FORCE MAIN SANITARY SEWER EASEMENT NAME DA C I L Q (10) SLOPE :VELOCITY DEPTH SHEER LINER • PROPOSED SEWER MANHOLE - - - - 3 PROPOSED SEWER LINE PLUG END 0 DITCH 13 0.14 0.8 7.38 30 0.77 4.0% 4.19 0.23 0.57 Excelsior Cudex Low Velocity Blanket 0 F, EXISTING SEWER LINE DITCH 14 1.12 0.7 7.38 30 5.79 1.7% i 4.57 0.50 0.52 Excelsior Curlex Low Velocity Blanket C-) 4CI 0 EXISTING SEWER MANHOLE fy Az 0 EXISTING SEWER LINE PLUG END 2 PROP. TEMP. 20' EXISTING STORM DRAIN LINE 0 CONSTRUCTION EASEMENT EXISTING STORM DRAIN LINE NOW OR FORMERLY 0 EXISTING STORM DRAIN MANHOLE --,SARAH G. TANT TRUSTEE (0 '20'X100' CONSTRUCTION DB 5670-86 PIN: 2706-33-8171 ,"LRA7 EXISTING PAVEMENT DOUBLE ENTRANCE W/ 15 "Rif" WALLED HOPE PIPE & DISSIPATER (SEE DETAIL) EXISTING CONCRETE I X11 ITCH 14 EXISTING GRAVEL ' ZONE AE 'Il, Sill ECEIMN Pi SS #107C 20XI10' .%.....*ST =90 +75.93 WETLAND (0 STA. 9 1 +00 BUFFER Cv, A E 77 EXISTING GAS LINE BEAVERDAM CREEK OUTFALL EXISTING OVERHEAD ELECTRIC . ...... - ........... PROPOSED BORE & JACK 300 300 320 320 EXISTING VALVE EXISTING GAS VALVE I I I I I I I I I I I EXISTING RAILROAD TRACKS _j w: x EXISTING FENCE LINE CR < uj 00 0)0 co C04 C,00 CD -4 EXISTING TREE LINE 29` i co "no uJ: �N 295 31" , M -_ 0 315 ZM 00 11 EXISTING WETLANDS LINE CN 04 z CO EXISTING ROAD GUARDRAIL C/) o 11 1-- - 0 M 0 0 >I l Tz 1) J L4 tza-- - 1� 1 ��l -C_ i g! 0 co I IL 0 T Co C) SILT FENCE WITH OUTLET ILI LL co 0 LL 0 < Zo 0 i LL u- jj ROCK CHECK DAM J 290 290 310 310 -4 < &5 cO u NU 7p L4 T 0 2---- L G i - - C) 1% ANNUAL 0 Cq CdANCE tom4- w z I L6 46 DISSIPATER PAD 00 0 0 (n 1 - - ------------- - < < - ANICi, 0a - - m < + - -------- -------- CH ------�'DOYR- F --------- CID Co 9z 0 m0 -"< 0 0<a__(1O0YR -ELOO-a)- :1 LL 0 04 FLARED END SECTION .A ----- J C14 CH Al, CF FLQ z 285.3C < �z < 1 04 01 < - lv=z� DITCH LINER 10 co 0"R FLOOD v z C. U) I_ (10 7 285 ff, 0 (1) 00 LID z 305 1% ANNUAL 285 30-'7 z z RUNOFF FLOW DIRECTION i- -j CIIi (i nnyp m n( n� LL 0 LL u w C14 i I.- co LO 281.,30 I - n C/) C/) < 0 C-HANC-E FLODID W, . I (0 Cn F 7: 7n e ND �Nn zZ ---- ------ - --- ------- - ---- ------ -- - -------- --------- - - - - - - - ------------ -- ---------- ---- - t LO SEWER NOTES m 280 16 280 30 300 < > - ------- T ------ T__ 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE 0 X..j �Ni Co (0 't ZJ _j + Z CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) VD �f C14 0 LO Z DATED AUGUST 2, 2005. a 04 04 e 0 > > 71 u 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON ® - PER RPUH PAGE 57, NOTE -i". 275 275 2K 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED 295 ------------ ------- 0 FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE C� 0 % ANNUAL 1% ANNUAL (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NE S -CHTkME rL Duu mAm.c NON-TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. (i nnv� ri nnr N fin� n� I 171ANNUAI 0 I I i i i I CHANCE FLOOD 0 270 1 1 0 289.20 0 270 290 290 v ?R� nn v NEUSE RIPARIAN 13UFFEF: vo NO - ------------ - ---- ------- --- - - - ----- - -- - ---------- L C- ------ ------ - --- --- -- 0 ------ - - - - ik3' MIN. 6-gAP GROUND i 265 -'MIN. i I i !�T < 265 285 CO IERI 285 GENERAL NOTES OVER 0 Co UN 1 LIMITS OF DISTURBANCE WlLL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT-OF-WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 90'16" 0 DI uj U) U) PROTECTO 401 LINED ---- - - 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & ____ -(a- 4 r o @ 3.98% w P 260 280 i REPLACEMENT OF THESE FACILITIES IF DAMAGED. DI @ I 1 280 260 • ro 17m_-E, A� 0 CTO - ----- 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION 389 F16 BORE & JACK 50 LF O (0 REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. T DATED MAY 8, 2008 36"0 STEEL ENCASEMENT PIPE 4-- (MIN 0.500" WALL THICKNESS) LO 1 'INE'D DI .250% 81 < T l 389 LF 16 RO ECTO 40 L yj_� i�o 0 b M C 255 ANED161 (4 0.2 275 I - k /266"L�16"PROTECTO401 C) (6 v� : � /I / '0 1 / , , , r , , 255 27 lo-1171,1 m 0 N CIJ "-A/ FLOOD NOTES 10 IF --- - -- - ------------- -------- 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL z z 179'LF 16 PROTECTO 401 LINED 18'LF 16" PRC TECTO 401 LINED DI @ 0.22% 2705J.2706J. DI @ 0.20% 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN 0 250 250 270 270 ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. EL 3. FIRM PANEL BASED ON NAVD88. m (0 0 LO 0 in m n a 4 (6 n r cNi r CNNI 0 00 1, m m 00 w CO (0 (0 w (D (0 (0 (0 w co 00 00 00 OD 0) m m m 0) 0 0) C-4 0`1 N N N N N N N C4 C-4 N N N N N N N N N 04 04 04 C4 04 CN N 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 REVISION DATE BY DATE: AtAguet 19, 20I3 e I CA Rol CLIENT CODE: RALEI 0 .... REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE 04 ko(ct/IT GREEN ENGINEERING JOB NUMBER: 12-071 0 25 50 too FIELD BOOK: 881 S'04yl_-"�, CITY OF RALEIGH WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT PLAN AND PROFILE I CADFILE: 12071-PP.dwg SEAL S 101750�� 022594 F NORTH CAROLINA FIRM LICENSE: P-0fl5 PLAN & PROFILE (HORIZONTAL) ASCII FILE: o BEAVERDAM CREEK INTERCEPTOR LAST MODIFIED: 9-Oct-15 I N 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 GRAvrry SEWER 10 MODIFIED BY: RVM 0 5 TEL (252) 237-5365 FAX (252) 243-7489 OFFICE @ GREENENG.COM 0 G %%% PROFILE (VERTICAL) TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA %L=ET No. 16 OF 42 47-034 LEGEND 10C EXISTING MAJOR CONTOUR Af CAUTION: OVERHEAD POWER IN , 0 VICINITY of WORK AREA. - - - - EXISTING MINOR CONTOUR EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY EXISTING CENTERLINE NITERLIOE -WAY 3O ° o - EXISTING EASEMENT % 1 // DITCH LINING CALCULATIONS .. .. .. .. .. .. -. \ _ " '.. ,. • _ ,. ._ } " PROPOSED EASEMENT rx< Q� el 3 JURISDICTION NAME DA C I L Q 110) SLOPE VELOCITY DEPTH SHEER LINER '° < t RBUFOFEIR L DITCH 14 1.12 0.7 7.38 30 5.79 1.7% 4.57 0.50 0.52 Excelsior Curlex Low Velocity Blanket f EXISTING DITCH 15 0.51 0.8 7.38 30 2.82 4.5% 5.86 0.35 0.97 Excelsior Curlex Low Velocity Blanket 1% ANNUAL CHANCE FLOOD p � EXISTING EDGE OF PAVEMENT 9�x BORE &JACK 60 LF // \ 1 �. LIMITS OF DISTURBANCE H STEEL ENCASEMENT PIPE Cj ,r (MIN 0.500" WALL THICKNESS) TEMPORARY BENCH MARK V o 20X100' CONSTRUCTION ENTRANCE W/ 15" DOUBLE / I " _ � " " EXISTING WATER LINE Q' LF16 PROTECTO WALLED HDPE PIPE & / �._ ., "' < " - ! n - t _. EXISTING WATER METER 281 LINED DI @ 0.20% DISSIPATER (SEE DETAIL) PNN�000 " l f v ao1 DITCH 14 �ti� "cF F = { PROP. AIR RELEASE VALVE h ' Rix 20'X100' CONSTRUCTION �� } cNP� _' I rtot7 EXISTING BORE LOCATION -ENTRANCE W/ 15" DOUBLE DISSIPATER (S EIPDETAIL) _ _ / I P�� P000 ' �" „ �R200 (WELL) EXISTING WELL SITE RADIUS .Xp \ DITCH 15 - _. / - < n - �.NcE x ,• ., , NOW OR FOR'MERLY' OR RLY n ELEV: 999.9' �\ DORTHY TIP AGREEMEN LAIN / / �� BORE PIT � _ -_ u t ' < y " 3 - /� -_- - 1% ANNUAL CHANCE FLOODP PETT FAMILY TRUST Tj� � � 20'X30' 2706-13-8980 _ .290 x / -� - PIN:, A/ , EXISTING SEWER LINE ir PROPOSED SEWER LINE 281 ter' / �l. • �3 O / \ r - I PROP. TEMP. 20' f - / _ amFM PROPOSED SEWER FORCE MAIN / `- �• coNSTRUCnoN EASEMENT l • PROPOSED SEWER MANHOLE ��x , - - , PROPOSED SEWER LINE PLUG END > > °o .� ��< .a.�. " - - -- - -°`' -' '®� -t, / , / f " EXISTING EWE LINE a '/ f f r_ Y � " n " _ , -`� -- � - n � . n _ / O EXISTING SEWER MANHOLE u � „� .. <. : _ -S3Mki $104 , � ., , CID / J ___- - I t = 01 +2 EXISTING SEWER LINE PLUG END • ... .. -� 80'-, - - •, PROP. TEMP 20 n " X30- - - �- -- -� -�" - ST --� EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE A 1 1'1 i 1 " 94+00' 95 +00 '° 96 +00 97 +00 " (* 98 +00 99 +00 100 +00 101 +00 i i �� "i I CONSTRUCTION EASEMENTS \i j f j � .rc O EXISTING STORM DRAIN MANHOLE e " 365' LF 16" PROTECTO 401 LINED DI @ 0.20 /o 399' LF 16" PROTECT0401 LINED DI 0.20% - �' ,:. - z - OZ +O *16" " " _ • x �IiC'tH"...i- ."•5:° v 6 b«: @ 0 c� EXISTING PAVEMENT 3iv1h+ #1$`r 1 3 . .; „. " STA -97 +56.22 39 ++ " - - _ , I 5C EXISTING CONCRETE 70 +00 - - �. SSMH #106 t" - .- = - ,� h - " �• • - _ _ , " n -O 0401LIN pin 4 +00 �. «i. r STA =93 +56.91 „ j J RAVEL CITY OF RALEIGH ! /. / 1 PROP. 40' / l " ( ITARY SEWER EASEMENT, / SAN / ZONE I AE l.' � c D @ 1.48% } Q G " , s =105+ � a W _ .. #1007 -y"' J" a y . (, � fi ( -,-' � _ <. < n, • ��""'� A n / � / � n O WETLAND ' 1 • ° a } ,. ., - " " " e --_ . , '" n n �� "((77`` • `° e } _ ._- �� o, r _ -( {j 1' .-^-`a r -rc - � '� � NOW 6 R FORMA ' / F An, loo p B 5 670- 6 Y EXISTING GAS LINE SAR AH G.TANTB U S7E E LO OD P w: 279s- as -ots� EXISTING OVERHEAD ELECTRIC - PROPOSED BORE & JACK EXISTING VALVE - EXISTING GAS VALVE I I I I I I I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE BEAVERDAM CREEK OUTFALL • - EXISTING TREE LINE 300 300 EXISTING WETLANDS LINE EXISTING ROAD GUARDRAIL - -- - - --- - - -- _ - II SILT FENCE WITH OUTLET o 295 �r .i O ROCK CHECK DAM 17. ANNUAL -- - ANNUAL 71 ANcUklnnn nuq (10¢YRFFLOJDn ) / t X295 DISSIPATER PAD 1 ao FLOOD) F, i - - 1 sa.5o i Z �s FLARED END SECTION \qa 2901 n ) �.20 - -- RIPARIAN BUrrtm ( 290 DITCH LINER \ O 289 I -_. - - - - - -- -- - - - -...- - - - -,'' -- _, /I- _ u \ 9 NEUSE RIPARIAN BUFFER - .p GROJND _ RUNOFF FLOW DIRECTION I I I 28. r 285 SEWER NOTES \ 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE .. _ - \ -� _ - - -- -� _..- - - -- -- C - - - - - - -- �o _ - - - - - -- - -- _ OVER- CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) .. - - - -- -- _. - -- - -- -- ---- -- -- + DATED AUGUST 2, 2005. - � I I 3' ':� ' 401 LINED UI @ _ I - -- - -- - PFyp ECTO 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON ® 280 J ! f _I 395' LF 16' 280 PER RPUH PAGE 57, NOTE "i ". ��,/��_� 365' LF 16" PROTECT0401 LINED DI - @- 020/ "� 3. THREE WE FT OF MINIMUM COVER SHALL BE PROVIDED - -- -� - _ " _ ! FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. - @ / / f �I, GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE o 3 9' LF 16 PROTEC "'O 401 LI I - _ O) _ ._ _ 'r ._ - __ -_ - -_ -___ -- _ -_ o � NED DI 0.20 ° / '� 1 i ' T - -' - _ - _ -- '� (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN ' • • _.-. -- _ __ - - - -- NON- TRAFFIC AREAS PER RPUH PAGE NOTE 4. 6" PROTECT0 401 LINED D' @ 0 20 %- - - -- 7 -�`-- - �- -- --- ... _ . -__ -_- -- ------ --- -----' - - - - -y - - - - - - -- 54 N 275�� f �2s�LF 1 - - - 275 - ,, ! f , - - - - -- uJ 'll ( ] Z BORE & JACK 60 LF I LZ 1 36 "0 STEEL EN� > 2 ( MIN 0.500" WALL THIC (NESS) 1 -- -- -- - - - �- -- __-- - -- - -- 270 n 270 -- GENERAL NOTES w I - -- - � w I' I 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS - - -- _ - -- _ = E _ _ __ ___, _ a __ � _ o V -- _ CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND Q - _ ----- - - - - -- _ _ -_- _- r, O o 2 0) III THE TEMPORARY AND PERMANENT EASEMENTS. r 11 I u o ? F c � U o 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & w = 1 265 REPLACEMENT OF THESE FACILITIES IF DAMAGED. F- 26 ' - - uj v j 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION O O N -. - G z L ¢_ __ - -_ �.__- F_�__ �_ .___- ____.- - ____ -_ _.. ___ REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. J U) o °o �LL L� C14 n N �j 2 UL N - DATED MAY 8, 2008 Q -� I ( I .�..- GJ -f..t m 1 { ' w 2601 o � o J ^ o� Z� o �3 q 0) W 260 r °' a m FOOD NOTES Co UJ I ^ j W -_�.. _. - = N Sri- (tea- - t- -- - -- I� 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL r 0 z ~ �- - - CIO z g {. - -- - -- 2705J,2706J. 2 O) (N �¢a, 255 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN - 25 ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE 0 Q_ (D m M 7 M N O (O O O 7 O CR r M W In O 17 r (O C3 r� 6 ri 04 (V N rri 14- ro N N N (V PO n vi LO LO vi r c6 m m 3. FIRM PANEL BASED ON NAVD88. 0 0 m W m rb Co rb ao m m W m W W rb W W W N rb ro co ro ro W m W p N N N N N N N N N N N N N N N N N N N N N N N N N N N J 3 91 +00 91 +50 92 +00 92 +50 93 +00 93 +50 94 +00 94 +50 95 +00 95 +50 96 +00 96 +50 97 +00 97 +50 98 +00 98 +50 99 +00 99 +50 100 +00 100 +50 101 +00 101 +50 102 +00 102 +50 103 +00 103 +50 104 +00 104 +50 105 +00 IL IL p SON DATE BY DATE: August 19 2013 iz �N``��(,�(CARp ��''t, ` CLIENT CODE: RALEI ° p�� C �ji' ko �A (15 GREEN ENGINEERING REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE •••••••••• / '', CITY OF RALEIGH JOB NUMBER: 12 -071 ?: FOSS' °''••9 PLAN AND PROFILE :Q�° 'y9�•: _ WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT o 2s sp 100 FIELD BOOK: 881 AL o = 22 94 = NORTH CAROLINA FIRM LICENSE: P -0115 BEAVERDAM CREEK INTERCEPTOR ! CADFILE: 12071- PP.dwg GRAVITY SEWER PLAN &PROFILE (HORIZONTAL) ASCII FILE: N •• LAST MODIFIED: 9- Oct -15 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 p 5 10 MODIFIED BY: RVM / „" G 1 `` TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE ®GREENENG.COM TOWN OF ZEBULON WAKE COUNTY. NORTH CAROLINA PROFILE (VERTICAL) 31iEET NO. 17 of 42 3 47 -034 y� 0 DITCH LINING CALCULATIONS woA'o NAME DA C I L 4 (10) SLOPE VELOCITY DEPTH SHEER LINER NOW OR FORMERLY ` CAUTION: OVERHEAD POWER IN DITCH 16 0.13 0.7 7.38 62 0.67 0.4% 1.83 0.35 0.09 NA _ VICINITY OF WORK AREA. ODELL C. & SARAH T. TAINT / DITCH 17 0.18 0.7 7.38 30 0.90 2.2% 3.47 0.27 0.37 Excelsior Curlex Low Velocity Blanket PIr D8 706 4 8331-260 Ia.. I n l 20'X100' CONSTRUCTION ENTRANCE W/ 15° DOUBLE PROP. TEMP. 20' \ m ` I WALLED HDPE PIPE &DISSIPATER (SEE DETAIL) \ N CONSTRUCTION / r mml+ DITCH 16 EASEMENT ® SSMH #101 STA= 108 +63.84 LII qN F NUq� / PROP. 40' CITY OF RALEIGH ' " Y x * ® " " • C00 O, PROP. TEMP. 20� SANITARY SEWER EASEMENT - / / . NOW OR FORMERLY . CONSTRUCTION 3 \ m t 10 1 20'X100' CONSTRUCTION ENTRANCE W 15° DOUBLE _ SSMH #102 �,. + 9 +00 " • • a * / _- - " - JANET LYNN DUKE » EASEMENT - / :. .:: „. 1.R _ .. STA= 107 +32.51 292 /„ 10(0•= m:•• ( WALLED HDPE PIPE &DISSIPATER SEE DE FAIL TBM #3724 / „ ( ) ,. DB 10940 -140 STA =0 +00 (TIPETT RD LATERAL) ,f 1p8kpp O\ C° OZ 76 'LF72 "PRO 110A 180 { 1 DITCH 17 NC GRID COORDINATES: PIN: 2706 -04 -8648 L\NE v TO 4 0 N= 764638.13' 10 ao� 148 07 LINED OI @ 0.9 0 180 { i „ \ E= 2200981.93' 309 / / p(EG „ 6i SSMH #100;20 ,. • z` ,.,• I�1 + �� \ELEV= 299.35 ...- --_ / iPROP. TEMP. 20' / l 17 +SrA- -U-L0 WETLAND » (NAD 83 REF: 2011) 3w / /CONSTRUCTION EASEMENT - /SSMH #98 o =1 8 +27. 00 i° SSMH #100 / \\ I / / - S 8 \ p /i <. x STA- 110 3018 ra0" -- r___` =/ - A /1urx IV T 8 PROP. TEMP. 20+ / WCONSTRUCTION / f l / 16�` " °; p0DWA m 1 0. „ ...(hI$> f I / ;328' LF 1 P 1+ - - - - - X118 +00 „ \ EASEMENT * of v EI G P . q 1 °3 X20 ROTE 00 \ - �•�- 1p ° i 1004 ;e` I, BORE,PIT "m" //� CTO401 300 �`� 1 117' OOl [ a. ,. •• - - -_ - v i » E :: \ I I 1. z I I .,, N .x r LINED I " »� - - -L - .116+00 0 i ^ I m " 396'L .. 1 7 € (* 0.30° 1 - _- - - 1 s+ m '" / /• 00 " . >. "" " .. t I In,. t Q ,y rc @ / ,• \ 14 +00 115 +00 �.� �/ 0.30% .�� / �✓ 'I 400' LF 12" PROTECTO 401 LINED DI @ m " "�C D ROTFCT �� p , Np1�� ,./ - "- - - , , �q « BORE 8 JACK 40 LF I I I I ( a >1~•: = \. , / x, :✓ / `' :..!, ` u « 0 I „ i ., « „ u T8M #3723 =6xp ,�O : / / ^, n .;. . a '('O 24"0 STEEL ENCASEMENT PIPE LII I I ":; . W U I \ * �v _ %•\ ,, ;� , •^ y , _ NC GRID COORDINATES: „ �G / ., " (MIN 0.375 WALL THICKNESS) III ( a« z„ U -�. = l r \ » -, .� _. SSMH #99 « N= 764652.69' Q�OC 70' LF 12.... TECTO d01'' m i j ' fih I� z "I STA= 114 +27.88 E= 2200745.30' VJEn ANp ° �U e a a /9 , PROP. 30' CITY OF RALEIGH 1003 LINED @0.30% " w o, i " SANITARY SEWEREASEMENT - _ ,4y ELEV 295 77 h s• ry ^1 " 113. d m y T (NAD 83 REF: 2011) g� 4 , ` v T #mr i J ":,r " `i y�cr ' ,„ • ._--._ PROP. 40' CITY OF RALEIGH C " SANITARY SEWER EASEMENT - _ ix: T s %mil SSMH #103 l \ / J + STA= 105 +15.88 ".., / " ,I -., /� I * f r z �r " " , ( r 1005 . - - fff BEAVERDAM CREEK OUTFALL I I I i j I I I EXISTING MAJOR CONTOUR I I I I EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY I V) 1% ANN UAL 1% ANN UAL i EXISTING EASEMENT - PROPOSED EASEMENT CHANCE FLOOD CHANCE FLOOC - EXISTING BUFFER - ' - • - ' - 1% ANNUAL CHANCE FLOOD , - 1TOOYIR'- Ft9a3; '. NFUI. RIPARIA! RUFFFR ( W 300.Op j 3pp.10 1 EXISTING WATER METER JA 1017 EXISTING BORE LOCATION -8200 (WELL) EXISTING WELL SITE RADIUS ELEV: 999.9' 1% ANNUAi �p��_ _____ I I ---- - (vinvR cLl PROPOSED SEWER LINE TO FM PROPOSED SEWER FORCE MAIN 1% ANNUAL CHANCE FU (169194 FL9 300.1 ) LEGEND 10C EXISTING MAJOR CONTOUR - - -- 'c - - - -- EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY - - PROPOSED RIGHT -OF -WAY - EXISTING CENTERLINE - - - EXISTING EASEMENT - - - - - PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION - EXISTING BUFFER - ' - • - ' - 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT LIMITS OF DISTURBANCE TEMPORARY BENCH MARK EXISTING WATER LINE 0 EXISTING WATER METER PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION -8200 (WELL) EXISTING WELL SITE RADIUS ELEV: 999.9' - ' _27 - • - 1% ANNUAL CHANCE FLOODPLAIN -- - - EXISTING SEWER LINE PROPOSED SEWER LINE TO FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE a PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE O EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE O EXISTING STORM DRAIN MANHOLE EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL ZONE AE w WETLAND BUFFER �� EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC - • • • • • • • PROPOSED BORE & JACK EXISTING VALVE EXISTING GAS VALVE I I I I I I I I I I I EXISTING RAILROAD TRACKS x EXISTING FENCE LINE 310 - EXISTING TREE LINE EXISTING WETLANDS LINE ^ EXISTING ROAD GUARDRAIL SILT FENCE WITH OUTLET 305 Q ROCK CHECK DAM DISSIPATER PAD 10-4 FLARED END SECTION I30C DITCH LINER RUNOFF FLOW DIRECTION 1% ANNUAL I --- :..5;C •,,.., r li 295.2C 295.30 j �� ,.I / \ N_4 .� CHANCE FLOO1 / �� Gp / �� --I� - �' _ s 295 Vi i „� wvJ _ _� / 1 295 SEWER NOTES -- - -3 MIN. 1. CILTYDOFIRALEIGH PUBLIC UTINITIESL HANDBOOK M(RPUH)E Llp - - C VER r Z9O -� ��UNO _ / �- DATED AUGUST 2, 2005. 0 - - D DI @ 0.30% .j 129C 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON _ - 400' LF 12" P 20TECT0 401 LINE _ , PER RPUH PAGE 57, NOTE °i ". o LILIAR GROJND T -- \ E RO _ L o I I F ` !I' / ! - .@ ° j ( . >NTISEHPCOLLAiRJ I 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED �n ANTI SEEP COLLAR \ \1�\ �, 328' LF 12" PROThCTO401 TYF) FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. 0 LINED DI 0.30 %7I - -�� I!I ANTI SEEP COLT AR I I GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE N i O o DI 0.2C% - @ @ 0 96 /o 1 COLLAR i - - a01 LINED DI ANT( SEEP CG'LLAR ANTI SEEP R TYP) ' - -- - - (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN o - - - -- - DI 0 21 /o ' LF 12 PROTECTO �(TMP� - - { NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. � ' '� / `131' F 12" PROTECTO ` _ - 186 - -- _ -_ -_- 70' LF 12" PR )TECTO 401 - fl - .__._ ------ 285 ° 4 Ot LINED - 4 - -_- -_ ------ -- - - -- 4NTI SEEP COLLA i� 11 -- LINED DI @ 0.30% CD BORE JACK 40 LF 4"0 STEEL ENCASEMENT PIPE - -- - J 280 o t m ° n ° (MIN 0.375 WALL THICKNESS) w ° 8C j ill W O li o� D n u, -- i o .9� GENERAL NOTES c0 v r - -- p 7t rn __._._°m _ _ _ _ o ° _ 1 ° °o - to 173 °O _6 _ " - j� FFF --- - - - -- - - --- ----- - _ RIGHT-OF-WAYS, ND IJ a ° 5 O ? rn ] II , _ it ? o _- ( a' ,. O O THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS ` ___ 1 _ zn 3 CONFINED BY THE PUBLIC ROAD A .x O r ° - - - - -- -- - 4i O THE TEMPORARY AND PERMANENT EASEMENTS. r cn �-{ ° 275 =�° FY II a D ��a °' ~ T i O u_ i, v f' , „r O r � O IJ ' ht o � � "7 � � 275 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & o I w Uf - g -_ L i lil O` _j 0- _ '�, co -O U j �"I0 z O U REPLACEMENT OF THESE FACILITIES IF DAMAGED. II- _ a3 0 w w v O ( -. ^_ N i p w O O O` _� N °o N Q SIN o N N Q 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION N 0 �N V- O O Z Z U •- iN (N U = C[ " `o v '" IIw • -'• ! I REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. LL P Z s 0 m o M a m co Wj- n m 7 D � W LL N_ Z I -- - Qa N Q d _N _N Q I DATED MAY 8, 2008 `•_ ? fit o� rn a m C,;, Z W i .? r.^ c^ J - -d ~ Q F Z\ I vl cA F?? 1 270 51 ao ~_ „ i as Q z ;- m vv,_ + n N ¢ O 27C v \ W g �� -- - - �zZjQa Co -# �,��z - _._ -- - - -- -- - - -- - FLOOD NOTES -- - I- - - -- - -- Q car 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL s, x�Nwmz I I �nr` -?� �� a� >alr� I I I I I ' I I C i0 > > ''' -.. C 2705J,2708J. 265 26„ 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. m 0 ,o rn n m o r rn n n m a, o d of o 0 0 0 o of of 0o n n (o v Ki n n vi of 00 rn 0 rn 3. FIRM PANEL BASED ON NAVD88. Co 0) rn w m m m 00 00 rn m m 0) 0) rn rn m 0 m rn m rn N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O J 105 +00 105 +50 106 +00 106 +50 107 +00 107 +50 108 +00 108 +50 109 +00 109 +50 110 +00 110 +50 111+00 111+50 112 +00 112 +50 113 +00 113 +50 114 +00 114 +50 115 +00 115 +50 116 +00 116 +50 117 +00 117 +50 118 +00 118 +50 119 +00 a REVISION DATE BY DATE: Aupuet 19 2013 o_ o- GRAPHIC SCALE CLIENT CODE: RALEI I ``q1U 4yp� N ��.�oR� ..C..... ' l0(9 �)S� GREEN ENGINEERING REMOVE BUFFER BORES 10/8/15 RVM JOB NUMBER: 12 -071 WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CITY OF RALEIGH PLAN AND PROFILE _ ?s so too FIELD BOOK: 881 SEAL N 02259 NORTH CAROLINA FIRM LICENSE: P -0115 ' LAST I MODIFIED: 091 Oct -8159 BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER PLAN &PROFILE (HORIZONTAL) ASCII FILE: 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 0 5 10 MODIFIED BY: RVM TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE ® GREENENG.COM TOWN OF ZEBULON WAKE COUNTY. NORTH CAROLINA PROFILE (VERTICAL) slFr No. 18 of 42 3 47 -034 I, �, � , ,vv x • o- , < .x Y x . x s • � ` ` �% ,v ' - -_� .� �_ ;� I-__.i i j--- -� ----� j I � � _ i _i_ -�-- �--- I� 's, a° \ ✓ TBM #3551 - °" o NC GRID COORDINATES: �Or o "� \ N= 764185.33' E= 2201795.50' \ NOW A FORMERLY v \ \ ELEV= 296.39 DORTHY T PPETT FAMILY TRUST AGREEMENT °� \ > (NAD 83 REF: 2011) DB 13079 -2281 Z OR1H PIN: 2706 -13 -8980 NC GRID N PROP. TEMP. 20' n \ \ N AD 83/2011 p \ \ SSMH #102 CONSTRUCTION EASEMENT"', ' STA= 107 +32.51 ,> jk14'L v STA =0 +00 (TIPETT RD LATERAL \ $ TA TA- =3 +34.79 PROP. 20' CITY OF RALEIGH / SANITARY SEWER EASEMENT AROUND MANHOLE gox 33 5 8 ' " DI @ 0° I`"�- -�'.. ., 3-F,� •� v 0+ 1PROP. 30' CITY OF RALEIGH J SANITARY SEWER EASEMENT " m0v s \ 'A`~1~ ., "' Z .. • -'off .� a . \ TBM ��t °' � � • ° -� ., / � s - � ' l�'�., � v � X3336 �TBM #3425�'°-' NC GRID COORDINATES: NC GRID COORDINATES:- N= 783987.15' / �y -''N= 763676.78' ,---E=2201538.58' E 22 G L 01459.57 }^' `� r \N � � 9 � �- .ELEV= 298.38 -� ELEV= 304.59 " m - °° ' \ sue\ 00 (NAD 83 REF: 2 yoo ' y - (NAD 83 REF: 2011) ' = \ \ 011) --- / .. , � ° • ., � 299 -- - .l SSMH #101 o� STA= 108 +63.84 aos " NOW�OR FORMERLY ODELL C. & SARAH T. TANT s • 'r �• �-- Z9a \� CH UAL SSMH #138 /---- ---- -� ` /� i E p DB 3331 -260 NCp FC00 \ \ \ STA =9 +90.15 w IN: 2706 -14 -5463 - I \ `'- D N' 1004 / ? _ '' _ 6 • ° \ \ - - - -- - - -- / \� " -PROP. TEMP. 20' / ;' _X 0>1�\ \ ,. o J / / CONSTRUCTION EASEMENT / \ n • o° 4 • ., • !! R FORMERLY \` �- •--' - - _ y 1.50% , _� UCTIO \ / \� ,• _ �.--." ° �., LF 8" DI @ S --- m ° ff F• NOW 0 _ I �210'LF S "DI @05° - A CONS\ i A to s ./' �-..1` /° O o PIN D 2706 714 84 90 _ __�- - _ _ _ SioYFt #T3T >C \ cn d \ / 12+90 0 " VALENTINE ROSE % n a' / - -- -- STA 7 81.5 \ - -t3 +z -�... N x �..,_ : '^- \\ j �i 1 i�BF} 295`LF-B°-fJl �e*4439fr- I Z ° z , SSMH #140 A f �' I ��v -_j cn LL + y' x SA =5 +71.53 \ - �W� -W Lldl AUlil D SSMH # f0 - -_ / ` 1 Lo o + LT IE EL ENCASEMENT PIPE JACK 40 LF 0.18 STA =110 ).375 WALL THICKNESS) ! I 1 O --�- NOW OR FORMERLY NOW OR FORMERLY e.yT« \ -- m -T \ - {F ' :. �. , c•Ta.:t R-D xp } " " . ,ro.- x .r ) \! s I _ O F v �<r . ,. - `'•`- � " i - � -_ - _ (_ k 6 ( •'*`, ____I F , _ I ° _ T a m ' t - - _ ODELL C. & SARAH T. T ANT SSM #137 j - - - _ C O._L_ L -IE I DB 3309-644 DB 2450 -522 STA 10 +43.07 - - 06 -13 -25PIN: 2706-13-3719 PIN: 01 ?0N3j inoI -lIM 7 ,:INV 95.79 INV 297.97 .......... z9 � ) PE , Od 30N�d C � - NO W OI FORMERLY Y 60 UICR _ � INV 298.30 COLLIE- 175 D 8 4642 ° PIN: 2706 -13 -2530 .. v ni - - - -- -�. �� .1 ) " ./� < •. , , ',: - �� .._ °".�.,,,,. 5 R - ® NOW OR FORMERLY I w ';�scne.,..rIKIV �nz 77� CP - - - PAUL W. JR & TIPPETT RD OUTFALL 300 295 290 285 I I 1% AN�UAL 1% ANNUAII, UHAN L FLUUL' CH /,NCE FI.000 / (1OOYR FLOOD - -- 295.1 ' I I I cx- GRJ!JND� I I / I� t 1' MIN.- . COVER 1 I IL I N %%% -0 CARp�''' 1, �,� ilk GREEN ENGINEERING ` g ss /o - y '- Qom° �9� WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i = SEAL = o 022594 ? NORTH CAROLINA FIRM LICENSE: P -0115 N S 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 W F FNC i NEF� TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE @ GREENENG.COM �FO� 6RE";', %". 1% ANMUAL Ut1ANLl -FLOOD) �100YR-FLOOD) 295.1C � ( F ,o-.: 0 LF 8" 1 DI @0.561 lV 0) Lu I I `- -'r -$ -- 2 � W - tDu3Z p � � v ()7 J - - -_c0 _- V Lo (p � M S 7 - pro 2 z- 2 M- �L -�-•- Z - CIA to � >i> o fn HG ' cq 0 O 50 6 +00 _ W r coo )l N Z - - EXISTING PROPERTY LINE Lo ^ - O V Z! - z - - - .� 1n (n H- _ - EXTRATERRITORIAL JURISDICTION EXISTING BUFFER - . - • - . - 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT e LIMITS OF DISTURBANCE _ _ - -_ - TEMPORARY BENCH MARK 10 +00 EXISTING WATER LINE o EXISTING WATER METER 12 +50 PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION R200 (WELL) EXISTING WELL SITE RADIUS 280 REVtBK)N - - - - 1% ANNUAL CHANCE FLOODPLAIN EXISTING SEWER LINE PROPOSED SEWER LINE 9'•0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE 75 EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE 0 EXISTING SEWER LINE PLUG END - EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN LINE -- J �OFLLrn ¢ EXISTING PAVEMENT �. _ W 'p Ovw F EXISTING GRAVEL .r O ZONE AE T N icl. -N. H 1Sl LL is U u li,,,' ( _ u� LL L4 c.l EXISTING OVERHEAD ELECTRIC - ................... Q P O ;rOD >- EXISTING GAS VALVE ' ' ' 1 1 EXISTING RAILROAD TRACKS X EXISTING FENCE LINE 4 EXISTING TREE LINE z Q 275 r � j�0 v EXISTING ROAD GUARDRAIL • •-I �• SILT FENCE WITH OUTLET v � DISSIPATER PAD �s FLARED END SECTION DITCH LINER CON v J V Ec W clq J } Q O) kl (O M Z W - M '��' p�0) pL�• --•vw �F- a -1MN :T N N - 0_ Z w Q j (ni!nU1H -Z Z° > n CA Z 0 270 O I- u7 In M O r O O N N a o c%i ri a m 0) Lo O) m O) ui a7 m O It m 00 O y N N N N N N N N N N N O J -0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 3 IL I N %%% -0 CARp�''' 1, �,� ilk GREEN ENGINEERING ` g ss /o - y '- Qom° �9� WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT i = SEAL = o 022594 ? NORTH CAROLINA FIRM LICENSE: P -0115 N S 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 W F FNC i NEF� TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE @ GREENENG.COM �FO� 6RE";', %". 1% ANMUAL Ut1ANLl -FLOOD) �100YR-FLOOD) 295.1C � ( F ,o-.: 0 LF 8" 1 DI @0.561 lV 0) Lu I I `- -'r -$ -- 2 � W - tDu3Z p � � v ()7 J - - -_c0 _- V Lo (p � M S 7 - pro 2 z- 2 M- �L -�-•- Z - CIA to � >i> o fn HG ' cq 0 O 50 6 +00 _ W - - - -- - of - - -- - - )l N Z - - EXISTING PROPERTY LINE Lo 0 N O V Z! - z - - - EXISTING EASEMENT 1n (n H- _ - IL 3O - - - -- 0 LL LL 00 z p _ Y G " Lo 3 '9 + O 0) c0 L Z - -- n> > a (n (1) i sf 7 O) Il of N t0 D) 00 0) O 0) (V O N N N O N M M N 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 nmv no E i onu 53' LF 8" PROTE3TO Yv LINED DI @ 1.0?% 315 310 I S MIN. 305 COVEP - - - - -. -��r --fv flXkZ n aI O C 0 CL z 0- o OJ I O I LL LL i9 '1' G z LN a y m c) m z N NHO >> I I r••' X295 X290 1285 I X280 LEGEND 10C EXISTING MAJOR CONTOUR - - - -- - of - - -- - - EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY - - PROPOSED RIGHT -OF -WAY - EXISTING CENTERLINE - - - EXISTING EASEMENT - - - - - PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION EXISTING BUFFER - . - • - . - 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT e LIMITS OF DISTURBANCE M TEMPORARY BENCH MARK 10 +00 EXISTING WATER LINE o EXISTING WATER METER 12 +50 PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION R200 (WELL) EXISTING WELL SITE RADIUS ELEV: 999.9' REVtBK)N - - - - 1% ANNUAL CHANCE FLOODPLAIN EXISTING SEWER LINE PROPOSED SEWER LINE 9'•0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END - EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN MANHOLE EXISTING PAVEMENT �. EXISTING CONCRETE EXISTING GRAVEL ZONE AE WETLAND BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC - ................... PROPOSED BORE & JACK EXISTING VALVE >- EXISTING GAS VALVE ' ' ' 1 1 EXISTING RAILROAD TRACKS X EXISTING FENCE LINE 4 EXISTING TREE LINE EXISTING WETLANDS LINE EXISTING ROAD GUARDRAIL • •-I �• SILT FENCE WITH OUTLET ROCK CHECK DAM DISSIPATER PAD �s FLARED END SECTION DITCH LINER RUNOFF FLOW DIRECTION SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i ". 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 1275 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. BEAVERDAM CREEK INTERCEPTOR PLAN AND GRAVITY PROFILE f SEWER I ,I0 CADDI BOOK: 88071- PP.dwg PLAN &PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 0 5 10 MODIFIED BY: RVM TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 27O 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN PROFILE (VERTICAL) smu No. 20 of 42 rn n 47 -034 N ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. M 3. FIRM PANEL BASED ON NAVD88. M '7 M M M 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 REVtBK)N DATE BY DATE: August 19, 2013 REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE CLIENT CODE: RALEI JOB NUMBER: 12 -071 BEAVERDAM CREEK INTERCEPTOR PLAN AND GRAVITY PROFILE f SEWER I ,I0 CADDI BOOK: 88071- PP.dwg PLAN &PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 9- Oct -15 0 5 10 MODIFIED BY: RVM TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) smu No. 20 of 42 47 -034 DITCH LINING CALCULATIONS NAME DA C I L Q (10) SL DITCH 18 0.84 0.7 7.38 30 4.22 1 )CITY DEPTH SHEER LINER 15 0.64 0.40 Excelsior Curlex Low Velocity Blanket RECOMMENDED CONSTRUCTION SEQUENCE CORPUD PUMP STATION #158 ABANDONMENT TIPPETT ROAD 1. PRIOR TO THE ABANDONMENT OF CORPUD PUMP STATION #158 TIM. CONTRACTOR SHALL HAVE COMPLETED THE INSTALLATION AND TESTING, COMPLETE WITH ENGINEER'S CERTIFICATION, OF ALL OF THE PROPOSED IMPROVEMENTS UNDER THIS CONTRACT INCLUDING THE ABANDONMENT OF CORPUD PUMP STATION 9153. 2. THE PARKS VILLAGE ROAD PUMP STATION SHALL BE IN FULL OPERATION FOR A MINIMUM OF 30 DAYS PRIOR TO THE DEMOLITION OF THIS PUMP STATION. 3. AFTER THE SUCCESSFUL START -UP OF THE PARKS VILLAGE ROAD PUMP STATION AND THE ABANDONMENT OF CORPUD PUMP STATION #153, THE CONTRACTOR SHALL BEGIN THE ABANDONMENT OF CORPUD PUMP STATION #158. 4. THE EXISTING SEWERS CURRENTLY ENTERING CORPUD PUMP STATION #158 SHALL BE DIVERTED AWAY FROM THE PUMP STATION AND INTO THE NEWLY CONSTRUCTED GRAVITY SEWER. EXISTING SSMH #3144 SHALL BE REMOVED AND REPLACED WITH A MANHOLE HAVING A LOWER INVERT TO ACCEPT THE GRAVITY SEWER CURRENTLY ENTERING EXISTING SSMH #3143 FROM EXISTING SSMH 13595. 5. BYPASS PUMPING OF SANITARY SEWER L WI L BE REQUIRED FOR THIS PROCESS. ALL BY -PASS PUMPING SHALL BE THE SOLE RESPONSIBII,ITY OF THE CONTRACTOR AND SHALL BE COORDINATED WITH CORPUD AND THE ENGINEER PRIOR TO THE COMMENCEMENT OF THESE ACTIVITIES. ALL BY -PASS PUMPING SHALL COMPLY WITH THE REQUIREMENTS AS SET FORTH IN THE SPECIFICATIONS. 6. THE WETWELL AND ASSOCIATED EXPOSED PIPING SHALL BE POWER WASHED TO REMOVE ALL WASTE AND THE FORCE MAIN SHALL BE FLUSHED WITH WATER TO REMOVE ALL MATERIAL FROM THE LINE. THIS PROCESS CAN BE PERFORMED THROUGH THE NORMAL OPERATION OF THE PUMP STATION ONCE ALL LIVE SEWERS HAVE BEEN DIVERTED AROUND THE PUMP STATION. 7. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL COMPONENTS OF THE PUMP STATION INCLUDING BUT NOT LIMITED TO THE FENCING /GATES, ELECTRICAL PANELS, HOOD(S), WATER SERVICE METER AND BACKFLOW PREVENTION DEVICES, PUMPS, PIPING AND ENCLOSURES, SEWER METER(S), VALVES, GENERATOR ETC... 8. THE CONTRACTOR SHALL REMOVE FOR SALVAGE TO THE CITY OF RALEIGH PUBLIC G U LIC TILITIE U S DEPARTMENT ALL ITEMS IDENTIFIED ON THE PLANS. ALL REMAINING ITEMS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED. 9. THE FORCE MAIN SHALL BE ABANDONED IN PLACE, FILLED WITH FLOWABLE FILL AND PLUGGED AT EACH END. ALL AIR RELEASE VALVES AND IN-LINE VALVES SHALL ALSO BE ABANDONED. 10. ONCE ALL OF THE PIPING AND APPURTENANT MATERIAL HAS BEEN REMOVED FROM THE WETWELL AND THE SLAB/TOP OF THE WETWELL HAS BEEN REMOVED THE CONTRACTOR SHALL DRILL A HOLE (MINIMUM 6" DIAMETER) IN THE INVERT OF THE WETWELL AND THE WETWELL SHALL BE FILLED WITH SAND. THE LAST FOOT OF THE WETWELL SHALL BE FILLED WITH TOPSOIL. 11. UPON COMPLETE DEMOLITION OF THE PUMP STATION SITE THE CONTRACTOR SHALL APPLY 6" OF TOPSOIL AND PROPERLY SEED AND MULCH SITE. 12. THE CONTRACTOR SHALL COORDINATE ALL UTILITY DISCONNECTS WITH THE CITY OF RALEIGH. THE COST OF THESE DISCONNECTS SHALL BE INCLUDED IN THE ITEMIZED COST FOR PUMP STATION DEMOLITION. v 0 a N O J 3 a .%`'��N CARp4'' U `��FESS /QN9�9 = SEAL o 022594 �FO GREE;;, 3 I (v /at (Isr GREEN ENGINEERING WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT NORTH CAROLINA FIRM LICENSE: P -0115 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE @ GREENENG.COM -' ---( -_I_ ( TBM #3334 IBM #3378 NC GRID COORDINATES: NC GRID COORDINATES: N= 763303.00' N= 763202.36' E= 2201376.77' E= 2201328.53' ELEV= 311.00 ELEV= 312.10 (NAD 83 REF: 2011) (NAD 83 REF: 2011) �Q9 n *SSMH #136 E: i STA =13 +38.33 Z 178' m�' 00 14 +00- ��? 15+00 - D � 349' LF 8 DI @ 0.50% w I / + 1 0 PROP. 20' CITY OF RALEIGH SANITARY SEWER EASEMENT AROUND MANHOLE v PROP. TEMP. 20'� \ �� A CONSTRUCTION 0 \VA\ EASEMENT SSMH #135 V vVA STA =16 +87.18 ?�9 _- 3-�_ 12 16+00 j 17 +00\ NOW OR FORMERLY BERNICE HIGH DUNN DB 13320 -161 PIN: 2706 -12 -3966 CAUTION: OVERHEAD POWER IN VICINITY OF WORK AREA. BORE & JACK 55 LF '116"0 STEEL ENCASEMENT PIPE \,(MIN 0.375" WALL THICKNESS) ` Y BYPASS PUMP LINE VAVAA��A\ _ SSMH #134 SEE NOTE ON ENTITLED \ � STA =17 +50.60 - RECOMMENDED CONSTRUCTION SEQUENCE \ ELEVATED SEWER LINE ABANDONMENT V/ TIPPETT ROAD \\ EXISTING CORPUD _ INV 310.04 PUMPSTATTON NO.158 INV 12(TO BE ABANDONED) - -- o 2 L11 /RCP `- PROP. 30' CITY OF RALEIGH I�. \ \P� �, �'��' 3i SANITA�O'X100' CONSTRUCTION ENTRANCE INV 31 063 0.71 %v� v �� C� "•'�y P tg68�LF� PVC W/ 15" DOUBLE WALLED HDPE PIPE \ a\ \t �'s� ��X� EX. SSMH #3143 1 & DISSIPATER (SEE DETAIL) �, \ `\ s *,;. 89' STA =18 +73.16 DITCH 18 c �° 258" DI z ' A AV A.exi?k � •� v � @ 1.03% EX. SSMH #3144 NOW OR FORMERLY j STA =18 +48.18 INV e I 314 .15 MORGAN REMOVE AND REPLACE", DB 12907 -892 m ) NOW FORMERLY PIN: 2706 -13 -2411 fipARRISH DB 12458 -1540 ' PIN: 2706 -13 -1277 NOW OR FORMERLYVv PARRISH v \v�,\ A \# �, A� \ I DB 9299 -167 \� PIN: 2706 -13 -1144 q;10 _ INV 309.88 320 �' ' -i > ��.._ INV 310.07 0 jy a.. --t_ \v NOW OR FORMERLY 3\\ \ =s ,(�•' - -_ CLTMe"t'x'r• ,,,,, ` _ _ CAROL BULLOCK a , >? "s''"„• �.;. `'� zl ! / DB 10 -E- 365 -v t a N\ 4.35 NV 314.55 PIN: 2706 -13 -0060 \ \• \� INV 313.87-- 12 "0 RCP 72`0 1� RCP / % / i \\ r \a) \ \\ r INV 315.37 / / a \ \ \� - - - \ \, IN 310.89 = - 12 „0RCPl):�,,., t...ie <.� ?y \ INV 31_4.04 t••. i �. ) .,,4_ �� / ;` _ �. \ \ n r (6p P a� R`D - S �^ _INV 31472/ U fi. i y t TIPPETT RD OUTFALL - -- - - - - -- - ------ � 1- c i i _ I i SSMH #3595 TOP 318.67 INV 311.39 NOW OR FORMERLY MICHAEL CALVIN & FRANCES K. PATE DB 13324 -75 PIN: 2706 -12 -0628 / 322.58 INV 322.95 a \\ SSMH #3246 ''\\ \\ \ \\ TOP 329.73 )ROOM 305 % f 0 / -349' L 8" DI L u oo,. • L-98' LF 8" DI @ ..16% \ / ` 63' LF 8" PROTECTO 401 1 \ PROTECT0401 LINES .. - -. LINED DI @ 0.71% 295'8" -___ -_ __ r B� - / ORE &JACK 55 LF w I,0_ _...._ ___ _. / DI @ 1.43% 16"9 STEEL ENCASEMENT PIPE Q / I (MIN 0.375" WALL THICKNESS) a I 300 z - -- -- ap O Il--------- -- -- 295� TT IL } J - - - -� ! W C LO Q it Ci 290 ?m W n Ud o Li > > o - - - -- F- o o - -- - - - - - -- - - -- R Co Q ' -- -- 4 4f cn r c � z_Z i _ 285 z.vw z;O C� - ± - + - - - --`� pin+ -gym - -- L v m, 0o Z) LO _Q v N _ --- : �s M Cl) a h C, 7- - ze 280 ' z, I N N N N r O L N O N N M N °`� a N (6 0 r4) PO M M M M r%7 M M M i7 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 CITY OF RALEIGH BEAVERDAM CREEK INTERCEPTOR TOWN OF ZEBULON LF 8" DI @ 1.03% V) i X co n °I O m NC GRID NORTFl NAD 83/ X325 X320 315 310 1305 --- -- - - - - -1 1300 ----- --- -- -� ,295 290 1285 1 ,280 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 REVISION DATE BY REMOVE BUFFER BORES 10/8/15 RVM WAKE COUNTY, NORTH CAROLINA PLAN AND PROFILE GRAVITY SEWER LEGEND 10C EXISTING MAJOR CONTOUR - -- - - -101 EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE - - EXISTING RIGHT -OF -WAY - - PROPOSED RIGHT -OF -WAY - EXISTING CENTERLINE - - - - EXISTING EASEMENT - - - - - PROPOSED EASEMENT - EXTRATERRITORIAL JURISDICTION -- -- EXISTING BUFFER - . - . - . - 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT e LIMITS OF DISTURBANCE TEMPORARY BENCH MARK �5 EXISTING WATER LINE CD EXISTING WATER METER PROP. AIR RELEASE VALVE -1017 EXISTING BORE LOCATION rR200 (WELL) EXISTING WELL SITE RADIUS ELEV: 999.9' - - 0 - - 1% ANNUAL CHANCE FLOODPLAIN -° --- - - - EXISTING SEWER LINE PROPOSED SEWER LINE 8 "0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE 3 PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE O EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE 0 EXISTING STORM DRAIN MANHOLE EXISTING PAVEMENT EXISTING CONCRETE EXISTING GRAVEL ZONE AE WETLAND L L / BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC - • . . . PROPOSED BORE & JACK EXISTING VALVE '- EXISTING GAS VALVE I I I I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE - EXISTING TREE LINE ••• EXISTING WETLANDS LINE " " " " " EXISTING ROAD GUARDRAIL SILT FENCE WITH OUTLET 0 ROCK CHECK DAM DISSIPATER PAD �5 FLARED END SECTION DITCH LINER RUNOFF FLOW DIRECTION SEWER NOTES 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) DATED AUGUST 2, 2005. 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON PER RPUH PAGE 57, NOTE "i ". 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED FOR SEWER FORCE MAINS PER RPUH PAGE 46, NOTE 2. GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE (5) FT IN TRAFFIC AREAS AND THREE (3) FT IN NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. GENERAL NOTES 1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND THE TEMPORARY AND PERMANENT EASEMENTS. 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF THESE FACILITIES IF DAMAGED. 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. DATED MAY 8, 2008 FLOOD NOTES 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL 2705J,2706J. 2. SEE FIRM PANEL FOR FLOOD ELEVATION. FLOODPLAIN ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. 3. FIRM PANEL BASED ON NAVD88. GRAPHIC SCALE CLIENT CODE: RALEI JOB NUMBER: 12 -071 0 25 50 too FIELD BOOK: 881 CADFILE: 12071- PP.dwg PLAN & PROFILE (HORIZONTAL) ASCII FILE: LAST MODIFIED: 8- Oct -15 0 5 10 MODIFIED BY: RVM PROFILE (VERTICAL) SHEET NO. 21 of 42 47 -034 N e _ de"'A t ,; 26: -_ =.. _ 1� ry f l I 4.� S i 0 J' I � A 20 M\ U � � 2Q DITCH LINING CALCULATIONS NAME DA C I TD -1 1.92 0.63 7.21 Beaverd-C Ile 1 \ - <r. i \ O _. ABANDIONEI'O 00 POWER POLN �;I � V, 4 ABANDONED p \ \ p j \ 5 POWER POLE i NOW OR FORMERLY ' CORNERSTONE BANK i PROVIDENCE BANK 1 ! DB 15373 -2316 PIN: 2705 -77 -3491 le I 3 M 1 1 % ANNUAL o CITY OF RALIEGH _... CHANCE FLOOD f WATERLINE MARKER Z, .. :u a..... =.,z.........: .. , � � \��.��ti��v=�. �:.�_:� �_�.�� =�F��: EX. SSMH #6589 \ \ \� \� �.i \ , \ \� 8 35.36 , \ � �� GANNON . \. � � N v ON AVE E :� ��_�:�:- _:,:.:..:�., 20 X100 CONSTRUCTION ��_......=r:��::., _.,�.�. �.,..� MH #145 � N ::. ;:::F MH #144 Q 10 SLOPE VELOCITY DEPTH SHEER LINER 8.72 4.0% 7.99 0.60 1.51 Excelsior Curlex Low Velocity Blanket s STA =0 +18.23 TRANCE W/ 15 DOUBLE STA =2 +23.07 00 STA =6 +66.98 WALLED HDPE PIPE e V vr�/ �J 1p y�( V V �E, V p 9 - -_ �� Vv _OAS 8" 0 PROTECTO o X10205 LF 8 PROTECTO 401 LINED DI @ 1.59% OTEC 01 LINE 401 LINED DI V�QX ' e ;. 179' LF 8" PR T 4 - D Dl @ 2.20% O :v @ 9.19% OO OX ``` '-�,. ``'` .-.... \• °� O `" - ..`1 80'/ f <` r`° .•'' ° ' ---� 21'8"0 PROTECTO 401 LINED DI @ 7.74% ��POP. 30' ..CITY OF ALEIGH E MH #143 M H # 146 SANITARY SEWER EASEMENT` ° STA =9 +91.31 38; \ ti` a ° 2 ` . TIMBER` A�AT THE z �r•� °`�° STA =4 +02.39 9X0\ 0 �,� `� e SOLID DECKS AND fF z 3 'QOTFc STONE APPROACH a,° °" Z Ei PROP. TEMP. 10.00 Tp y s kD (SEE DETAIL) t� ° N a - CONSTRUCTION f A CA UTION: OVERHEAD POWER IRS VICINITY OF WORK AREA. RECOMMENDED CONSTRUCTION SEQUENCE tr �ti " �'F22 ~ °� £'° F °•F ` ELEVATED SEVER LINE ABANDONMEN T °T IIWY 97 BORE & JACK 110 LF @� £, -16 "0 STEEL ENCASEMENT EIPE 1. PRIOR TO THE ABANDONMENT OF THE ELEVATED GRAVITY SEWER LINE ALONG H 97 THE CONTRACTOR SHALL HAVE COMPLETED N t g90 Op <7 ��6 (MIN 0.375 WALL THICKNESS) THE INSTALLATION AND TESTING, COMPLETE WITH ENGINEER'S CERTIFICATION, OF THE PROPOSED 24" GRAVITY SANITARY SEWER 8X0 °° LINE FROM EXISTING MANHOLE 46199 (STATION 0+00.00) TO PROPOSED SSMH #8 (STATION 19+77.35). 00. i 2. THE ABANDONMENT OF THIS SECTION OF EXISTING SEWER LINE SHALL BE PERFORMED PRIOR TO THE PROPOSED PARKS VILLAGE ROAD PUMP STATION AND ASSOCIATED FORCE MAIN BEING PLACED ON LSE. 3. THE CONTRACTOR SHALL THEN INSTALL THE 8" GRAVITY SEWER LINE FROM PROPOSED SSMH 4146 (STATION 0 +00.00) TO PROPOSED „ NOW OR FORMERLY SSMH #143 (STATION 4 +02.39) V { S y i g CORNERSTONE BANK t � 4. TH E E CONTRACTOR SHALL INSTALL A DOGHOUSE MANHOLE AT SSMH #142 (STATION 4 + 4 3.39 ). PRO VIDENCE BAN K F _ 5 UPON COMPLETION OF THE P ROPO ED 8 G RA VI TY SEWER F ROM PROPOSED SSM H #146 i S (STATION 0+00.00) 00 ) TO PROPOSED SSMH #142 < DB _ 15373 2,316 �`` •, � > � °- \ s ° °.. ,8� � � (STATION 4 +43.39) THE CONTRACTOR SHALL TEST AND OBTAIN ENGINEER'S CERTIFICATION OF THE 8 GRAVITY SEWER LINE. PIN: 2705 -7"7 -3491 6. ONCE TESTING IS COMPLETE SATISFACTORILY, THE CONTRACTOR SHALL BREAK E EXISTING LINE WITHIN SSMH #142 DOGHOUSE M H #3 ,.� � y.N. °•�< £:, ,.� • � � STA =6 +53.55 MANHOLE AND ALLOW FLOW THROUGH THE SYSTEM. THE CONTRACTOR SHALL PLUG AND SEAL THE DOWNSTREAM SIDE OF THE el BORE & JACK 110 LF�' ` �� <� ' \ �� EXISTING PIPE WITHIN THE DOGHOUSE MANHOLE. w• :. ` ..• wfi .h ` ° °� \ < F °� < <•�\ \ e \ l 48 II 0 STEEL ENCASEMENT PIPE � � s ,.�� -� '� 7. CONTRACTOR SHALL NOW BEGIN THE ABANDONMENT PROCESS OF THE EXISTING ELEVATED SEWER LINE BETWEEN PROPOSED SSMH (MIN 0.750" WALL THICKNESS) \ 9142 AND EXISTING SSMH #6557. THE BURIED SECTION OF THIS LINE SEGMENT TO BE ABANDONED SHALL BE DUG UP AND REMOVED FROM THE SYSTEM. ,F 8. PRIOR TO THE REMOVAL OF THE LINE SEGMENT TO BE ABANDONED THE CONTRACTOR SHALL JET WASH THIS LINE SEGMENT TO �TBM #3 REMOVE ALL WASTE AND DEBRIS AND DISPOSE OF REMOVED MATERIAL AT A LOCATION DETERMINED BY THE CONTRACTOR AND APPROVED BY CORPUD AND/OR THE ENGINEER 9. AFTER THE LINE SEGMENT" HAS BEEN CLEANED THE CONTRACTOR SHALL BEGIN WITH THE REMOVAL OF THE STEEL CASING, =3i GRAVITY SEWER PIPE AND SUPPORT COLUMNS INCLUDING FOUNDATIONS- 00 \ 10. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA FOR DISPOSAL/SALVAGE ALL ABANDON ED /DEMOLISHED MATERIAL. �a 11. ALL COSTS ASSOCIATED WITH THE ABANDONMENT PROCESS SHALL BE BORNE BY THE CONTRACTOR. 3F E. GANNON AVE. OUTFALL 285 F 285 ----------------- . _ __......_ _....._ _..... - - _ __ -_- __ e__. - ------ ._.__ ---- - __ _. -- _ _ _ _.._.__ ! _.__ __ _ _ _ __ _ _ _ __.._ ___. _ -- I LEGEND 1 o EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR - - EXISTING PROPERTY LINE EXISTING RIGHT -OF -WAY PROPOSED RIGHT -OF -WAY - EXISTING CENTERLINE EXISTING EASEMENT PROPOSED EASEMENT EXTRATERRITORIAL JURISDICTION EXISTING BUFFER • 1% ANNUAL CHANCE FLOOD - - - - - - - - - - EXISTING EDGE OF PAVEMENT swim an= LIMITS OF DISTURBANCE TEMPORARY BENCH C MARK EXISTING WATER LINE C) EXISTING WATER METER PROP. AIR RELEASE VALVE 1017 EXISTING BORE LOCATION R200 (WELL) EXISTING WELL SITE RADIUS i ELEV:999.9' 1% ANNUAL CHANCE FLOODPLAIN EXISTING SEWER LINE PROPOSED SEWER LINE 8 "0 FM PROPOSED SEWER FORCE MAIN • PROPOSED SEWER MANHOLE PROPOSED SEWER LINE PLUG END EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE EXISTING SEWER LINE PLUG END EXISTING STORM DRAIN LINE EXISTING STORM DRAIN LINE O EXISTING STORM DRAIN MANHOLE \ a `et.l \ .,.�. �, za \ � _, ,= F, EXISTING PAVEMENT ' :-. EXISTING CONCRETE EXISTING GRAVEL I• I ZONE AE WETLAND BUFFER EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC PROPOSED BORE & JACK !� EXISTING VALVE i EXISTING GAS VALVE I! I I! I I I! I I EXISTING RAILROAD TRACKS X EXISTING FENCE LINE EXISTING TREE LINE • • • • • • EXISTING WETLANDS LINE " 9 EXISTING ROAD GUARDRAIL s s l s-- SILT FENCE WITH OUTLET ROCK CHECK DAM DISSIPATER PAD �-i FLARED END SECTION W""-44 DITCH LINER --- RUNOFF FLOW DIRECTION c i .... V i w. w IV - - .,, III - -- - - - - -- - - . _ _ - _ - -�� Jr 0 SEWER NOTES i ? _ _ r ! \G ` I i i \' _r _. _ ,.! .. ,/! i _ 1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE t _._ _ , ; - ____._ __..._._ ...__.____� t _.__._.____._ I I CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH) - . _ - _ . � I --------- . . E _ -- _ -- 65 265 a„ TED AUGUST 2005 ._ _._ ----------------------- __._.__ _ _.._.______ - -- _.......__ _._......._._._ _..__ _. -_. _ _ _..__ __. ____.. ...__ F 2. SEWER PIPE SHALL B E o DUCTILE IRON \ O , "ill __ ____ PER RPUH AGE 5 NOTE BORE & JACK 100 LF J y '\, I 16" " CASEMENT PIPE - - 3. THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED L 270 �" °- . -; ! 27C - ._.___.__.._____.. ___ _ __ -._ _ ___ -_- (MIN 0.375 LWALL THICKNESS) ____. FOR SEWER FORCE MAINS PER RPUH PAGE 4fi, NOTE 2. 41 i � ; �. � � . � / i � � i = o I GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE / ° uj °� 5 FT IN TRAFFIC AREAS AND THREE 3 FT IN �� ,. 260 18'LF "I @9.19% ; o 260 () ) i I �` NON- TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4. cn._______.._.___._._.__._. __._ - _ _.__ _ -_ ? - - - _ �-�,j�. : -_.. o ' i O ` = O y \ \ - -.. - �- E Cn � . // i _. _ ------- ....._.._. ..... _ _ O uj 265 i f CC) MNS tD B � ;��..i�??�il.[t � t _ - $ o ,� c1 s. _ a O u. i1 _ _ I } I . � � Z � O � _ - O J i C 0 ....... � W _ � 00 Z O o _ GENERAL NOTES �. C 260 I Q cn *' 3 # ',.... Q -., �? 1. THE LIMITS OF DISTURBANCE L {{ I 0 _ �, - v WILL INCLUDE THE AREAS ____.__.._.___ __...._____._._ _._____ _..._..___._._ _._._..._ _._._._ ._._.__._....._. _.._._._._.._._ _._..... __< __ _..__ _...._ _._._ ...._. _.._ ..........._ ..._. _......._ _. _ .d �,, _ O t �£ Q o� i_ {-t ,r CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND __ _- - - - - -- - -- ----- .. _ ..... __ ._._._.__._.__ ._._. ..... ____.._.__....._ _.____ W -� G � 4 y,,,,r .� w V Z cn oo THE TEMPORARY AND PERMANENT EASEMENTS. I - _.._ _ _. Qi 250 250 I. _ ........ _ _____.._._ _ _ ._. _.__..__.__ -_ -__. _ H ti N Z 2. CONTRACTOR TO BE RESPONSIBLE F c0 E OR REMOVAL - i i I J Z ; w - I.LI LJ.I -- - -� - - - _�__._ _.. __, - .-aF�i r N N �( ° act a z, oo - ° Z � C�...._ ~ --. REPLACEMENT OF THESE FACILITIES IF DAMAGED. w - � _? z O� _ -_ �gZ O > >� j s ! _ 00 _- - -- L j I i rn w °" 00 f^- "" - _ _ _. - - - -°� 3. FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION __� ,n v o 25� _ - -�� O _ __2 TZ G �_�. ___.... REPORT PROPOSED BEAVER DAM CREEK SEWER LINE. ° rn I Z Z _ _ i DATED MAY 8, 2008 ... ....._ .._ ..... ...... .... ..... ...... ....._ _....... _. ...... _.._ . _ .... -- - -_ ; � 245 - I 245 do i �. } z + ! l _ __.___._ z Sri i�`? n rn co co € E Q �Yo � - + +12 6 t �. ,- 'moo � + �.i c -. ` >- -_ _ - -_ _ __ _. __.. _......._ _........ _.....__._._ ._..__ _ _...._ _ _..........___....__ _._ ..............._ ._._ _ _._._.. _._............._._ ........ ...._ _ ......_ _ _.... ...._ _.......- _.._ -. __....__.._. co_.Cgt N �...._�..._ + o cQ ��. __.___..___.__...._._.__...___ __ ._._.____. c� cat r- c 10 co Z _ -- N_ - _ -- 5_<4_ a I CV CV C Q Q .QQ 1 i > a Q 2 Ld { 0 250 I ' 25 c ' - - _ __ -- -_ -__ �__ _ _ __ _- _ -__ -__ _ _ �___ ; __ __.._ __ _ __ FLOOD NOTES 0) 0) 00 � N LO 240 240 1. 1% ANNUAL CHANCE FLOOD: PER NFIP FIRM PANEL CO C° c0 t0 c0 c° r- r- r- 2705J,2706J. N N N N N N N N C° N c6 C? 2. SEE FIRM PA NEL FOR FLOOD ELEVATION. FLOODPLAIN oN N N N ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE. 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 3. FIRM PANEL BASED ON NAVD88. N -0 +50 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 J 3 AERIAL LATERAL 2 E. GANNON AVE LATERAL .a a . cL (� ', ` ON DATE BY DATE: August 19 2013 .�` CARP '�., GRAPHIC SCALE CLIENT CODE. RALEI / �z.5- /I� GREEN ENGINEERING _ JOB NUMBER: 12 -071 N `` \� 0��•••••••••` /A- Imo' r F�SS /p,�;•.;9 0 25 50 loo FIELD BOOK: 881 Q� q� • ; WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT I CADFILE: 12071- PP.dwg i = � SEAL PLAN & PROFILE (HORIZONTAL) ASCII FILE: 022594 _ NORTH CAROLINA FIRM LICENSE= P -0115 0 .0 BEAVERDAM CREEK IN I �RCEPTCR I LAST MODIFIED: 16- Sep -15 • ,Fi�G f N�F,`� • 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 _ 0 5 10 MODIFIED BY: R VM Q �E� "" TEL (252) 237 -5365 FAX (252) 243 -7489 OFFICE ® GREENENG.COM �,� GR �� PROFILE (VERTICAL) SHEET NO. OF TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 22 42 A A