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Home My WebLink About20160444 Ver 1_More Info Received_20160602Washington, NC 27889 WE ARE SENDING ®Attached ❑ Under separate cover via the following items ❑ Shop Drawings ❑ Prints Z Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other COPIES DATE THE WOOTEN COMPANY DESCRIPTION E N G I N E E H I N.6 PLANNING AN C H IT E C TU PE. Transmittal Sent Via: 301 West 14th Street Greenville INC 27834 ❑ Regular Mail ❑ FedEx ®`UPS 2527571096 fax 252.7573221 ❑. Certified Mail ❑ Courier ❑ Pick-up TO: Anthony Scarbraugh DATE: June 1, 2016 TWC No.: 2853-X Environmental Senior Specialist Division of Water Resources —Water RE: Town of Wihterville Quality Regional Operations CWSRF Bid and Design Application for New Department of Environmental Quality Regional Pump Station and Collection 943 Washington Square Mall System Rehab. DEQ Pro'ect No CS370879 04 Washington, NC 27889 WE ARE SENDING ®Attached ❑ Under separate cover via the following items ❑ Shop Drawings ❑ Prints Z Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other COPIES DATE NO. DESCRIPTION 2 Full-size plan sheet C.2.7 for New Regional Pump Station and Collection S stem Rehabilitation for the Town of Winterville 2 Half-size plan sheet for same THESE ARE TRANSMITTED as checked below: ® For Approval ❑ Reviewed ❑ Revise and Resubmit ❑ For Your Use ❑ Rejected ❑ Submit Copies for Distribution ❑ As Requested ❑ Corrected ❑ Return Corrected Print ❑ For Review and Comment ❑ Other: For Signature El Prints Returned after Loan to Us REMARKS: For your review/ approval. Please contact our office with any questions. Thank vou. RECEIVED/NCDFN�DwR r JUN o 2 2o�s SIGNED: William A. Larsen,P WAL/dsy WOWQuaioyRaglo Enclosures y $�peraticneSecr, Cc: Ben Williams,ov�6r8F !BUrne copy of enclosures via email) If enclosures are not as noted, kindly notify. us at once. NEW 5'010. PRECAST 0" SDR -26 NEW 382.69 LF OF 10" SDR -26 NEW 14'CRAVEL DRIVE MN -1844 383.61 LF OF 1 ® 0.261 SANITARY SEWER rPVC B 0.267. SANITARY SEWER SEE DETNL `e RIM ELEV. 56.68 INV. IN 45.35' INV. OUT 45.15' NEW 5- CIA. PRECAST 1 _ ��--- — _ — — -- _ — _— — _ _ J ----------\l — — -- — 1 ---------— �� RIM ELEV. 60.56 RIM NEW (RUCTION PERMANENT_ NEW 8" FORCE MAN NEW (13, 262 SF) mxe 1 IN 45 INV. IN 46.62' (41,628 SFl PERMPNENi SEE SHEET C.3.1 PUMP STATION SITE g INV. OUT 46.42' EASEMENT ^ I --I ICS MH-184]PRECAST RIM ELEV NEW PUMP STATION .55.60____ INV. OUT 39.38' SITE O5'x759 _... _ SEE SHEET C.3.] .�I`L� 109 LF OF SILT FENCE— ^6 _______________________________.__._ ------------------- ----- ________________- ��--- a Q U ------------- I ------ ----- ------ --------------- RRYGORLRt SII T ---------------- zo"e---_-------------------------- _ ��--- — _ — — -- _ — _— — _ _ -- — � — ----------\l — — -- — 1 ---------— �� w ,... NEW (RUCTION PERMANENT_ Am � mxe 1 CONSTRUCTION EASEMENT ----------------------------------------------------------- ___ •I / ^ -1___ --I ICS MH-184]PRECAST RIM ELEV .55.60____ INV. OUT 39.38' 65 Croom 55 50 45 40 35 30 25 a z 40' 20' 0 40' 80' 120' SCALE: 1" - 40' EW 63.90 LF OF ID" SDR -26 VC o 0.281 SANRART SEWER NEW (30'x305') // N /' N / / / Z 2 PERMANENT �// // / OF EASEMENT /;_AN / // �U NEW OUTSIDE DROP ' / / 5'DIA PRECAST MH -1846 // �Cd i I `m RIM IN 4.95.32 / / // NOTES: DEZ � F ED INV. INT 39]" // / p8ED INV. OUT 39.12' / 1. TEX. SIDEWALK ANO CURB & GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. zZ0 3 �§ 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED w C a BY DRY BORE AND JACK OR DIRECTIONAL BORING. LL $ g 3. ALL EK. SEWER LINES THAT ARE TO BE ABANDONED SHALL BE NSEALEDNSEWER LINES L -OF-WAY SHALL BE ' 125 LF OF SILT FENCE/' ' BENEPERMATHROADWAYPAVEMENTS INNCDO RIGHTFILLED WITH GROUT IN ACCORDANCE WITH NCOOT GUIDELINES. q ^ NEW 79.86 LF/OF 15" SDR -26 / 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND PVC D 0.15X SANITARY SEWEREXISTING WATER LINE EXTENDING 10 -FROM CROSSING IN ALL DIRECTIONS IF WATERLINE LINE IS NEW 10'DIA PRECAST WETWELL ABOVE SANITARY EEWER BUT LESS SEWERE WATER ESS THAN 10SEPARATION IS PROVIDED. MH -1846 l/// / RIM ELEV. 54.65 5. IN LOCATIONS WHERE THE TRENCH DEPTH IS GREATER THAN P1 RATIO /INV. IN 39.0" / TO DISTANCE FROM EDGE OF PAVEMENT WILL REQUIRE TEMPORARY TRENCH f IN V. IN 39.20' / SHORING IN COMPLIANCE WITH NCOOT SPECIFICATIONS. } D z INV. BOTTOM 20.5' Q = / - NEW 129.9.4] LF OF RY SDP-26,RH. Z E a6 p PVC ® 0.15X SANITARY SEWER ER w \\\ — ------------------ -----� 3 =$ MAINTENANCE CO1 -- -__ CORRIOOR'\\\\ I Zn m w ,... Am � a Gel I_._. ___ •I �I --I + O � _... _ + O � _... _ \ \ \\\ Q U I zo 0 H I a F 26 383.PVC \ \ @1028/ 16390 LF _N . W W .1382.69 LF 10" SDR -26 PVC m 028x; 4"' ; 10' SDR -26 _. —TZ = _ _ j � j : PVC D 0.281 - J N 65 W p F m N V as a W Z Q _ mm 3 iz _ z W o C ✓`: ./J IS9SDRL26 60co -. " m N c9 " 8 N > �J asv n.an 1A+nn ta+Sn 15+On 15+50 16+00 16+50 \ \ \\\ I zo 0 \ I a F ¢ \ \ 65 p F Z N W Z 3 W o C ✓`: ./J 60co -. " m N c9 € asv [cG a =rvE Q p Z E 55 3mE Z. tE — a7 t�� v _ — 50 I o 45 (III 'tre � � i % f �; •• a a a •�.' ,, AAA Em •.GINE,.• q. _.. AMA P 9Q LF 15 PVC c o.tSDR 26 IY. Y. T^ '•I8llllll� 40 DESIGNS) BY: wA1 m n 6 DMWN 6V: ORS m , �... o. ;j CHESTS BY: wrv. 35 'I Z ^ti PRICED, xD.: 20.58-X RACE MARCH 2018 SONE: HOR2.: V- W 30 SHEET � 25 9 0+00 0+' 50 1+00 1+29 - C,2,7 383.61 LF OF 10" SDR -26 @ 0.287. SANITARY SEWER Q U I 'I F w 3 I p I _ � 55 / W > k m / J(n NEW 5 -DIA. PRECAST / = W MH -1843 RIM ELEV. 60.56 / U u INV. IN 46.62' / ¢ INV. OUT 46.42' / p � N50 / ICI s NEW 5- CIA. PRECAST 38269 LF OF 10" SOR-26 NEW 14'GRAVEL DRIVE MH -1844 @ 0.282 SANITARY SEWER /-SEE DETAIL(@ RIM ELEV. 56.68 / INV. IN 45.35' INV. OUT 45.15' 0 LNEW B" FORCE MAN 128 BE) PERMANENT SEE SHEET C.3.1 NEW MFNT PUMP a" ---------------------------------- 5pd ------------------------------------ ------------------------------ A_ — _ ---------------------------------------------------- -------------------- zom 2 / ------------------------------------------------- to //// too(@' 65 h NEW PUMP STATION SITEHEEI. C SEE SHEET 0.3.7 I 109 LF OF SILT FENC E REINFORCED SILT FENCE - OUTLET, SEE ENCE-OUTLET-SEE OE—N- ce--c- ------------------------------- zo"e NEW (SON1210 PERIAMENT_y CONSTRUCTION EASEMENT _________---- ------ zoo(@v NEW PST ti MH -1847 - RIM ELEV.55.50 J pINV. OUT 39.38' Z 40' 20' 0 40' 80' 120' SCALE: I" - 40- 1 63.90 LF OF 10" SDR -26 @ 0.28% SANITARY SEWER NEW l3O'x305'l i/'V PERMANENT EASEMENT NEW OUTSIDE OROP / Irm 5' DIA PRECAST MH -1845 RIM ELEV. 5532 INV. IN 44 97 INV. OUT 39.12 125 Lf OF SILT FENCE' NEW 79.86 LF 15" S PVC @ 0.15% SANITARY SEWER' r/ , NEW 10' DIA- PRECAST WETWELL 6 / RIM EL / RIM ELEV. 54.65 iINV. IN 39.0'.", / I 'I 60 w 3 I p I _ � 55 e > k m h I I m ��[ c.oee � 3rvE 0¢2 rm n i 4 N50 r m s LLL 45 E fill 0 €I 45 U LF 16" SDR -26 w I rc d 40 PVC @ 0.15% d I n v _ 40 4+� 3 I � 35 n 0 I I a J 25 e 0«150 1«001.29 '---' 30 h m m3 y m v 25 a o N\4 d•oen NEW PUMP STATION SITEHEEI. C SEE SHEET 0.3.7 I 109 LF OF SILT FENC E REINFORCED SILT FENCE - OUTLET, SEE ENCE-OUTLET-SEE OE—N- ce--c- ------------------------------- zo"e NEW (SON1210 PERIAMENT_y CONSTRUCTION EASEMENT _________---- ------ zoo(@v NEW PST ti MH -1847 - RIM ELEV.55.50 J pINV. OUT 39.38' Z 40' 20' 0 40' 80' 120' SCALE: I" - 40- 1 63.90 LF OF 10" SDR -26 @ 0.28% SANITARY SEWER NEW l3O'x305'l i/'V PERMANENT EASEMENT NEW OUTSIDE OROP / Irm 5' DIA PRECAST MH -1845 RIM ELEV. 5532 INV. IN 44 97 INV. OUT 39.12 125 Lf OF SILT FENCE' NEW 79.86 LF 15" S PVC @ 0.15% SANITARY SEWER' r/ , NEW 10' DIA- PRECAST WETWELL 6 / RIM EL / RIM ELEV. 54.65 iINV. IN 39.0'.", / NOTES 1. EX. SIDEWALK AND CURB & GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE AND JACK OR DIRECTIONAL BORING. 3. ALL EX. SEWER LINES THAT PRE TO BE ABANDONED SHALL BE PERMANENTLY SEALED ON BOTH ENDS. ALL SEWER LINES THAT LIE BENEATH ROADWAY PAVEMENTS IN NCUOT RICHT-OF-WAY SHALL BE FILLED WITH GROUT IN ACCORDANCE WITH NCDOT GUIDELINES. 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND EXISTING WATER LINE EXTENDING 10'FROM CROSSING IN ALL DIRECTIONS IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS PROVE SANITARY SEWER BUT LESS THAN 18" SEPARATION IS PROVIDED. 5, IN LOCATIONS WHERE THE TRENCH DEPTH IS GREATER THAN 1:1 RATIO TO DISTANCE FROM EDGE OF PAVEMENT WILL REQUIRE TEMPORARY TRENCH SHORING IN COMPLIANCE WITH NCDOT SPECIFICATIONS. ---------- ---------- I 'I w 3 I p I _ � Z z 603N > FO m � I I 3mw ��[ c.oee � 3rvE 0¢2 rm rc zZrc 55 w i 4 Zzs r m s LLL 45 E fill €I H LF 16" SDR -26 w I rc d 40 PVC @ 0.15% $ I n 35 — _ ua 4+� I � n I I a J 25 9 0.00 0«150 1«001.29 '---' O do H N r 383.61 LF 70" SDR.28/ 28 - : W ' PVC @ 0 I _Z 382.69 PVC @ 026/ I_... 1m X6390 LF _.._ _._... J !n SOR 26 PVC @ 0282 w U-1 U� u n F Q 79 LF ? z i SD 15" SDR I I - - - N II PVC @ 0.15.15 % c I I a m w z 10+00 10.50 11.00 1h50 12.00 12+50 13.00 13.50 14-00 14«50 75.00 15+50 16.00 16+50 NOTES 1. EX. SIDEWALK AND CURB & GUTTER SHALL BE REPLACED TO THE NEAREST JOINT. 2. LATERAL SERVICES ON THE OPPOSITE SIDE SHALL BE INSTALLED BY DRY BORE AND JACK OR DIRECTIONAL BORING. 3. ALL EX. SEWER LINES THAT PRE TO BE ABANDONED SHALL BE PERMANENTLY SEALED ON BOTH ENDS. ALL SEWER LINES THAT LIE BENEATH ROADWAY PAVEMENTS IN NCUOT RICHT-OF-WAY SHALL BE FILLED WITH GROUT IN ACCORDANCE WITH NCDOT GUIDELINES. 4. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW SANITARY SEWER AND EXISTING WATER LINE EXTENDING 10'FROM CROSSING IN ALL DIRECTIONS IF EITHER WATERLINE IS BELLOW SANITARY SEWER OR WATER LINE IS PROVE SANITARY SEWER BUT LESS THAN 18" SEPARATION IS PROVIDED. 5, IN LOCATIONS WHERE THE TRENCH DEPTH IS GREATER THAN 1:1 RATIO TO DISTANCE FROM EDGE OF PAVEMENT WILL REQUIRE TEMPORARY TRENCH SHORING IN COMPLIANCE WITH NCDOT SPECIFICATIONS. ---------- ---------- 65 I 'I w 3 I p I _ � Z z 603N S S FO � I I 3mw ��[ c.oee � 3rvE 0¢2 rm rc zZrc 55 w i 4 Zzs II I s LLL 45 E fill €I H 65 I 'I w 3 I p I _ � 603N � I I 3mw ��[ c.oee � 3rvE rc zZrc 55 w — I II 1 50 II I 45 €I 129.47 LF 16" SDR -26 40 PVC @ 0.15% $ I n 35 — _ ua 4+� I � n I I a J 25 9 0.00 0«150 1«001.29 '---' /PEIIIIIIIIIIIII,Y DESIGNED BY. Wk DRAWN W. DPS C11EC'.ED 6N. Wu H .w NU: 2853-X UM HORZ:1-: VERi.:1' SHEET C.2.? /