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Home My WebLink About20160444 Ver 1_More Info Received_20160531Strickland, Bev From: Will Larsen <wlarsen@thewootencompany.com> Sent: Tuesday, May 31, 2016 9:02 AM To: Scarbraugh, Anthony Cc: Derrick Smith Subject: WINTERVILLE: Laurie Ellis Road Pump Station Buffer Encroachment Attachments: Sheets_2853-X_C.2.7._11x17 scl.pdf, Sheets_2853-X_C.2.7.pdf Mr. Scarbraugh, Please find attached the revised sheets for the buffer impact near the Laurie Ellis Road Pump Station. A note has been added showing the 10' maintenance corridor. If this method is satisfactory, please let us know and I will follow up with signed and sealed drawings. Regards, William A. Larsen, PE Project Engineer The Wooten Company 301 West 14th Street Greenville, NC 27834 0 252.757.1096 Fax 252.757.3221 www.thewootencompanV.com TWUK THE WGOTEN COMPANY NEW (13, 262 SF) PUMP STATION SITE NEW PUMP STATION y SITE (75'x75) SEE SHEET C.3.7 W I - 109 LF OF SILT FENCE zone 2 REINFORCED SILT FENCE - zone OUTLET. SEE DETAIL . 7 -- —. � — — — — - - - - -- - - - - zone - — — NEW (30'x121) PERMANENT — Z.- I / zoI CONSTRUCTION EASEMENF z - - - - - - - - - - / • //�j/ ______________ _ / - - - - - - - - - - zone 2 NEW 5' PRECAST _ _ / MH -1847 _ - - - - - - - - - - - - - - - - - - RIM ELEV. 55.60- - / INV. OUT 39.36' so, / o l'o dry r ti° r 50 25 0 50 100 150 SCALES 1" - 100' NOTES: 1. IX. SIDEWALK AND CURB &GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE MID JACK OR DIRECTIONAL BORING. 65 h NEW 383.81 LF OF 10" SDR 26 NEW 382.69 LF OF 10" SDR -26 O .28%SAMTP!(YSEWER PVC a 0.28'/. SANITARY SEWER moo` /a O NfPVC °�-'--zae-•-- cam--'ro°----.ve--•--'�^" INV. OUT 45.15' -.--------- J. PERMANENT - -- - -- � -- - -- - � EASEMENT NEW OUTSIDE DROP 5' DLA. PRECAST MH -1645 �m o Mrr/ O Z.-- Z_ I m ti NEW 5' DIA PRECASTRI °o yp� EL3wRIM ELEV. 80.56 7(41,6�2�8 W H (n INV.IN 46.62'F) INV. OUT 46.42' PERMANENT NEW H FORCE MAN EASEMENT SEE SHEET C.3.1 a a z W NEW (13, 262 SF) PUMP STATION SITE NEW PUMP STATION y SITE (75'x75) SEE SHEET C.3.7 W I - 109 LF OF SILT FENCE zone 2 REINFORCED SILT FENCE - zone OUTLET. SEE DETAIL . 7 -- —. � — — — — - - - - -- - - - - zone - — — NEW (30'x121) PERMANENT — Z.- I / zoI CONSTRUCTION EASEMENF z - - - - - - - - - - / • //�j/ ______________ _ / - - - - - - - - - - zone 2 NEW 5' PRECAST _ _ / MH -1847 _ - - - - - - - - - - - - - - - - - - RIM ELEV. 55.60- - / INV. OUT 39.36' so, / o l'o dry r ti° r 50 25 0 50 100 150 SCALES 1" - 100' NOTES: 1. IX. SIDEWALK AND CURB &GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE MID JACK OR DIRECTIONAL BORING. 65 h 125 LF OF SILT FENCE / / 60 NEW 79.89 LF OF 15" SDR -26/ / PVC a 0.15X SANITARY SEWER / NEW 10'DIA. PRECAST WETWELL / 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND EXISTING WATER LINE EXTENDING 10' FROM CROSSING N ALL DIRECTIONS IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS ABOVE SANITARY SEWER BUT LESS THAN 18" SEPARATION IS PROVIDED. 14' GRAVEL DETAIL(a) NEW 5'DIA. PRECAST DRIVE MH -1844 RIM ELEV. 56.68 INV. IN 45.35' NEW 63.90 LF OF 10" SDR -28 PVC a 0.28% SANITARY SEWER 3 NEW (30k305') / /' 55 INV. OUT 45.15' -.--------- J. PERMANENT - -- - -- � -- - -- - � EASEMENT NEW OUTSIDE DROP 5' DLA. PRECAST MH -1645 NEW (13, 262 SF) PUMP STATION SITE NEW PUMP STATION y SITE (75'x75) SEE SHEET C.3.7 W I - 109 LF OF SILT FENCE zone 2 REINFORCED SILT FENCE - zone OUTLET. SEE DETAIL . 7 -- —. � — — — — - - - - -- - - - - zone - — — NEW (30'x121) PERMANENT — Z.- I / zoI CONSTRUCTION EASEMENF z - - - - - - - - - - / • //�j/ ______________ _ / - - - - - - - - - - zone 2 NEW 5' PRECAST _ _ / MH -1847 _ - - - - - - - - - - - - - - - - - - RIM ELEV. 55.60- - / INV. OUT 39.36' so, / o l'o dry r ti° r 50 25 0 50 100 150 SCALES 1" - 100' I �o° RM ELEV. 55.32 / / NV. N 44.97" W. OUT 3942' / / / L �m NOTES: 1. IX. SIDEWALK AND CURB &GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE MID JACK OR DIRECTIONAL BORING. 65 3. ALL EX. SEWER LINES THAT ARE TO BE ABANDONED SHALL BE PERMANENTLY SEALED ON BOTH ENDS. ALL SEWER LINES THAT LIE 125 LF OF SILT FENCE / / 60 NEW 79.89 LF OF 15" SDR -26/ / PVC a 0.15X SANITARY SEWER / NEW 10'DIA. PRECAST WETWELL / 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND EXISTING WATER LINE EXTENDING 10' FROM CROSSING N ALL DIRECTIONS IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS ABOVE SANITARY SEWER BUT LESS THAN 18" SEPARATION IS PROVIDED. MH -1846 /,/ / / / RIM IN 3i.o4.85 / iINV. IN 39.0 '• x INV. IN 39.20' / 55 Y .. ... ..-..-.- -.--------- J. � O V h N , �m o Mrr/ O 50 m ti °o yp� tN, M� Ex. Crode 45 55iN� a z W I 50 40 : N 35 0 O k "1 i� 30 ---'+00 ----'---- ----`--- --- '- --- ---`-------- -------------- ----'--- ---;---- --- - -- --- -- ----- ---- .�N a� a o 25 wo� a a�a�ti (n 10"SDR -28 I �o° RM ELEV. 55.32 / / NV. N 44.97" W. OUT 3942' / / / L �m NOTES: 1. IX. SIDEWALK AND CURB &GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE MID JACK OR DIRECTIONAL BORING. 3. ALL EX. SEWER LINES THAT ARE TO BE ABANDONED SHALL BE PERMANENTLY SEALED ON BOTH ENDS. ALL SEWER LINES THAT LIE 125 LF OF SILT FENCE / / BENEATH ROADWAY PAVEMENTS IN NCDOT RIGHT-OF-WAY SHALL BE FILLED WITH GROUT IN ACCORDANCE WITH NCDOT GUIDELINES. NEW 79.89 LF OF 15" SDR -26/ / PVC a 0.15X SANITARY SEWER / NEW 10'DIA. PRECAST WETWELL / 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND EXISTING WATER LINE EXTENDING 10' FROM CROSSING N ALL DIRECTIONS IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS ABOVE SANITARY SEWER BUT LESS THAN 18" SEPARATION IS PROVIDED. MH -1846 /,/ / / / RIM IN 3i.o4.85 / iINV. IN 39.0 '• 5. IN LOCATIONS WHERE THE TRENCH DEPTH IS GREATER THAN 1:1 RATIO TO DISTANCE FROM EDGE OF PAVEMENT WILL REQUIRE TEMPORARY TRENCH INV. IN 39.20' / SHORING IN COMPLIMICE WITH NCDOT SPECIFlCATIONS. INV.BOTTOM 28.5' / NEW 129.47 LF OF 15" SDR -26 " I PVC/ 0.15X SANITARY SEWER g- 10' MAINTENANCE \ CORRIDOR \ \ ---------- ---------- --------- I --------- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 9 65 v ro J ......... aa,�j ....�.-.. ....�---.-.-. --- - --- -: ei "". .. .. � ""Ex. : - .. Grog - - .. .. .. -. IIIII` Y .. ... ..-..-.- -.--------- J. � O V , �m o Mrr/ O 4i yp� tN, M� Ex. Crode z N 55iN� z I 50 : O ---'+00 ----'---- ----`--- --- '- --- ---`-------- -------------- ----'--- ---;---- --- - -- --- -- ----- ---- .�N (n 10"SDR -28 W PVC a 0.28X -, W -------- -------382: .89 LF 10" SD a0.28X-- ---.,-- - ---.. -;--- --.- 3.90 LF .. -' - -..-------- -.--.-Z —..^.:.UF- Z= 10SDR-28 J V) ow PVC a 0.WX LLI .... -----------------------------.-.;-.-.-.-.-;.-.-.-.-.;.-.-.---;-.-------;---- ....----- .--- .- ----.-;Z ..-.-. .. .. 8a- ' PVJ9 C OO�.tSX- ---------- ---------- --------- I --------- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 9 65 J a' 60� � O V , K 4i Ex. Crode z N 55iN� z I 50 : 45 129.47 LF 151' SDR -28 - - - - - - 40 PVC a 0.15X 35 25 1 1 1 I 0+00 0+50 1+001+29 z 0 0 2853-X DATE: MARCH 2016 SCALE: 1 SHEET r ') 7 o> 0 ss -FM / / / / / / / / �O o O O Q U M W W L -00i z = J GO LLJ U LLJ �u� Q Q 0 / / NEW 5' DIA. PRECAST NEW 63.90 LF OF 10" SDR -26 / // /' / /// NEW 383.61 LF OF 10" SDR -26 NEW 382.69 LF OF 10" SDR -26 NEW 14' GRAVEL DRIVE MH -1844 PVC @ 0.28% SANITARY SEWER / ,' ' //// // /' PVC @ 0.28% SANITARY SEWER PVC @ 0.28% SANITARY SEWER SEE DETAIL 7RIM ELEV. 56.68�o�// / c.5.1 INV. IN 45.35' NEW (30'x305') INV. OUT 45.15' PERMANENT EASEMENT Zoe — —TOQ----CQI�—--'TOD-- -- —Lpp — —ZQ�— -- CQD— -- Z� -- --MD NEW OUTSIDE DROP ss ss ss ss ss 5' DIA. PRECAST MH -1845 LOQ RIM ELEV. 55.32 NOTES INV. IN 44.97' FM FM INV. OUT 39.12' ' / / 1. EX. SIDEWALK AND CURB & GUTTER SHALL BE REPLACED TO FM FM FM FM FM I / / / / / THE NEAREST JOINT. mai.-- —��-- —aai—. —. i.-- —�l--—�oL—.— Gal—.--.mai.--.—��-- --oma——.— NEW 5' DIA. PRECAST 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED RIM EL 3 J // BY DRY BORE AND JACK OR DIRECTIONAL BORING. RIM ELEV. 60.56 01 NEW 8" FORCE MAIN NEW (13 262 SF) " � � INV. IN 46.62' (41,628 SF) PERMANENT SEE SHEET C.3.1 PUMP STATION SITE ' / ' ,' 3. ALL EX. SEWER LINES THAT ARE TO BE ABANDONED SHALL BE INV. OUT 46.42 EASEMENT — — — �/ PERMANENTLY SEALED ON BOTH ENDS. ALL SEWER LINES THAT LIE ' BENEATH ROADWAY PAVEMENTS IN NCDOT RIGHT-OF-WAY SHALL BE i a 125 LF OF SILT FENCE / FILLED WITH GROUT IN ACCORDANCE WITH NCDOT GUIDELINES. NEW PUMP STATION ,�. o�o�o o NEW 79.86 LF OF 15" SDR -26 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND SITE (75'x75') I ago PVC @ 0.15'/. SANITARY SEWER' ,' EXISTING WATER LINE EXTENDING 10' FROM CROSSING IN ALL DIRECTIONS SEE SHEET C.3.7 IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS NEW 10' DIA. PRECAST WETWELL ABOVE SANITARY SEWER BUT LESS THAN 18 SEPARATION IS PROVIDED. MH 1846 o f 109 LF OF SILT FENCE I o o x RIM ELEV. 54.65 / 5. IN LOCATIONS WHERE THE TRENCH DEPTH IS GREATER THAN 1:1 RATIO /INV. IN 39.0' , / TO DISTANCE FROM EDGE OF PAVEMENT WILL REQUIRE TEMPORARY TRENCH ',' / ----------------------- b INV. IN 39.20 / SHORING IN COMPLIANCE WITH NCDOT SPECIFICATIONS. Zone 2 -------------- ----�— INV. BOTTOM 28.5' -- - - - - - - - - -- - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _- - - - - - - - - - - - - - - - - - - - - - - - / r / -------- - - - - -- REINFORCED SILT FENCE ---___ J OUTLET. SEE DETAIL g --r T zone 1 csi i L NEW 129.47 LF OF 15 SDR -26 III PVC @ 0.15'/. SANITARY SEWER __--------------- --- ___ _ , -- -- - ---- --- ---------- — - -- \ _ I \ _ _ Zone I Zone 7 NEW (30'x121') PERMANENT CONSTRUCTION EASEMENT \ / �o v ---------- ------------------------------------------------- Zone.1 ' 10'MAINTENANCE -- 2ti Zone 2 \ CORRIDOR '\ \ \ NEW 5'PRECAST --- \\ ----------------------- � ,�' N MH -1847 -------------2 ----------------------- RIM ELEV. 55.60----- - \ \ \ INV. OUT 39.38' \ \\ ore / // / �o�e i' 40' 20' 0 40' 80' 120' / / / SCALE: 1'' = 40' 00 65 .N 55 50 45 Me 35 30 25 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 L N W I I 1 I I I I I 129.47 LF 15" SDR -26 PVC @ 0.15% 0 00 N r7 DRAWN BY: 00 J z z z W i Q^ F M 00 2853 - X ISL U OC U Z Ld o 60 N o UCD LO Q LO N `n co Q U W > � N X � cy- � N z a LUQ > N.. d W — - -------------- 00 W Ex. Grode w N E ID O � 2`, a U O 55 z:� Z � I � I 50 I--- ----- �I II N W W O M I� uJ 129.47 LF 15" SDR -26 PVC @ 0.15% al 30 II 0 00N Z 25 0+00 0+50 1+00 1+29 c2 co N N 0 0 0 0 Z w 0O OO U CJ H Z Z Q N O0 0rrO LLI CL oQ w ww o ccm as 0 00 N r7 DRAWN BY: .. �. DRS z z z co WAL al 30 II 0 00N Z 25 0+00 0+50 1+00 1+29 c2 co N N 0 0 0 0 Z w 0O OO U CJ H Z Z Q N O0 0rrO LLI CL oQ w ww o ccm as Q Z J O Q U H O z 06 Z z 0 o � Q U) J_ � m a Lu a Z LU 0 U) wU) CC Z 3�: 0 LLJ Z U U_ W cr J U) U 0 w 0 w z U) w OO j o Q o CC o T ao Q U) Luz DESIGNED BY: Lu WAL DRAWN BY: F - DRS z w " co WAL Q^ F M 00 2853 - X ISL U OC U Z N N M O¢ N o UCD VERT.: 1" = 4' C m N `n z z _ � N X � W z a � ,2 E 2 � Z JM ID O � O a U O Z N Lf] _ N W W O M uJ Lo M Q Z J O Q U H O z 06 Z z 0 o � Q U) J_ � m a Lu a Z LU 0 U) wU) CC Z 3�: 0 LLJ Z U U_ W cr J U) U 0 w 0 w z U) w OO j o Q o CC o T ao Q U) Luz DESIGNED BY: WAL DRAWN BY: DRS CHECKED BY: WAL PROJECT NO.: 2853 - X DATE: MARCH 2016 SCALE: HORZ.: 1" = 40' VERT.: 1" = 4' SHEET C.2.7