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20120675 Ver 1_Site Plan_20120716
Hobbs Upchurch Associates TRANSMITTAL TO NCDENR HUA PROJECT # HC1116 DWQ — Program Development 512 N Salisbury Street Suite 826K Raleigh NC, 27604 Attn Bev Strickland FROM Lee Humphrey Hobbs Upchurch & Associates P A DATE July 16 2012 RE Hoke County Regional Sewer System - Phase 1B DWQ # 120675 Enclosed please find One CD containing the signed drawings for the above project They are in TIF format as requested per your email to wmullln &hcarterinc corn on July 12 2012 Hobbs, Upchurch and Associates, P A produced these plans with the assistance of J Carter and Associates for the wetland delineation You may contact Lee Humphrey at this office or Bill Mullin at wmullin @,jhcarterinc com if you need any further information T 910 692 5f16 o F 910 692 7342 o 300 SW BROAD STREET o SOUTHERN PINES NC 28374 o WWW HOBBSUPCHURCH COM SUPERIOR PERFORMANCE THROUGH INNOVATIVE DESIGN wr V E CL co IN C14 C14 O) C O CL HOKE COUNTY REGI ONAL -SEWER SYSTE PHASE 1B JAMES LEACHTONY HUNT TONY HUNT ROBERT WRIGHT JEAN POWELL ELLEN McNEILL TIM JOHNSON FINAL DRAWINGS iNOT RELEASED FOR CONSTRUCTION' ,. o bbs,, Upc hurch & Associff tes, P.A a Consulting Engineers, Surveyors & Land Planners Southern Pines, North Carolina 28J87 300 S.W. Broad Street, Southern Pines, North Carolina 28387 Phone: (910) 692-5616 — Fax: (910) 692-7342 NOTES: 1.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS 18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. 2.) LIMITS OF CLEARING SHALL BE RIGHT OF WAY, UTILITY EASEMENT AND LIMITS OF CLEARING LINES. 3.) THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE UTILITY LOCATIONS MARKED OUT (INCLUDING BUILDING SERVICES) BY THE OWNING UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK IN THE AREA. THE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE AND THE OWNING UTILITY COMPANY OF ALL UTILITY CONFLICTS WITH THE WORK AS SOON AS SUCH CONFLICTS ARE KNOWN AND NOT LESS THAN 72 HOURS IN ADVANCE OF ANY WORK. 4.) ALL WORK SHALL BE EXECUTED ACCORDING TO THE CONTRACT DOCUMENTS, INCLUDING THE DRAWINGS, SPECIFICATIONS AND ADDENDA, AS PROVIDED IN THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 5.) ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES, AND ALL REGULATORY AGENCIES. 6.) ALL WORK, WHETHER SHOWN OR INFERRED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE CONTRACTOR, AND THE CONTRACTOR SHALL THEREBY BE RESPONSIBLE FOR ANY INTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON ALL DRAWINGS. 19.) ALL MANHOLES INSTALLED INSIDE THE 50' SETBACK FROM EDGE OF EXISTING WETLANDS SHALL BE PROVIDED WITH A WATERTIGHT RING AND COVER WITH GASKET AND SHALL BE BOLTED TO THE MANHOLE RISER SECTION, ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPES /SEALED WITH A BITUMASTIC WRAP WHICH SHALL INCLUDE A MANUFACTURER RECOMMENDED PRIME COAT, THE INTERIOR OF THE MANHOLE INCLUDING THE INVERT SHALL BE LINED WITH TWO COATS SPRAYED ON EPDXY LINER, 100 MILS DRY FILM THICKNESS MINIMUM, ALL PIPE CONNECTIONS SHALL BE WATERTIGHT CONSISTING OF EITHER A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR, ALL MANHOLES SHALL BE VACUUM TESTED ACCORDING TO ASTM C1244 AND NO DOGHOUSE MANHOLES SHALL BE USED. 20.) ALL GRAVITY SEWER PIPE MATERIAL INSTALLED WITHIN THE 50' SETBACK FROM THE EDGE OF EXISTING WETLANDS SHALL MEET WATER MAIN STANDARDS 15A NCAC 18C. 21.) ALL BACKFILL SHALL BE PLACED IN 12" MAXIMUM LIFTS. EACH LAYER SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D1557. 22.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING ON THE PROJECT AND SHALL INCLUDE ALL COSTS ASSOCIATED WITH DEWATERING IN THE UNIT PRICE BID ITEM FOR PIPE INSTALLATION. DEWATERING SHALL BE PROVIDED AS REQUIRED SO THAT EXCAVATION AND BACKFILLING SHALL BE PERFORMED IN THE DRY. 23.) THE CONTRACTOR SHALL STRICTLY ADHERE TO THE CURRENT PROVISIONS SET FORTH AND CONTAINED WITHIN THE A.C.I. RECOMMENDATIONS FOR "HOT WEATHER CONCRETING" (A.C.I. 305R) AND "COLD WEATHER CONCRETING" (A.C.I. 306R). INDEX OF SHEETS F m x rs °•:'mod, Lo Cat„ c ti co N • pN�a) -..� y o p O �O i3 Z •- ES �[ o Q X a- La, s tS ' to Lo Qw (n c� v c g; •% vii �LFJ g .. M a'. -� M �• bj 4 c � M U M:nL i UJ U- • 0 0 7.) THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, LEGEND TITLE EXISTING TREE LINE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO 1 COVER SHEET PROPOSED SANITARY SEWER 2 EXISTING TREE /PINE PROPOSED FORCE MAIN PROJECT VICINITY MAPS EXISTING POWER POLE 4 PROPOSED UTILITY EASEMENT - - EXISTING RIGHT OF WAY PROJECT LAYOUT (FORCE MAINS AND PUMP STATIONS) TEMP. ROCK PIPE INLET PROTECTION DRAWINGS, WITH NO MATERIAL COMPROMISE IN QUALITY MAY BE EXISTING SANITARY SEWER _x _x TEMPORARY SILT FENCE - - - -f-M - - - --- EXISTING FORCE MAIN CHANGES WHICH RESULT IN EXTRA COST SHALL NOT BE MADE TEMPORARY WATERBAR E EXISTING ELECTRRCAL 9 TEMPORARY CHECK DAM EXISTING DRAINAGE LINE S -2 STA. 44 +00 TO 57 +00 LIMITS OF DISTURBANCE LINE -{�j- EXISTING FIRE HYDRANT ETC. NOT SCHEDULED FOR DEMOLITION OR REMOVAL, INCURRED D4 EXISTING GATE VALVE DURING CONSTRUCTION, WHETHER INCIDENTAL OR ACCIDENTAL, 13 LINE S -2 STA. 77 +00 TO 90 +00 EXISTING WETLAND 14 LINE S -2 STA. 87 +00 TO 100 +00 © EXISTING IRON LINE S -3 STA. 0 +00 TO 13 +00 " m x rs °•:'mod, Lo Cat„ c ti co N • pN�a) -..� y o p O �O i3 Z •- ES �[ o Q X a- La, s tS ' to Lo Qw (n c� v c g; •% vii �LFJ g .. M a'. -� M �• bj 4 c � M U M:nL i UJ U- • 0 0 7.) THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, SHEET NO. TITLE OF ANY DISCREPANCIES OR OMISSIONS WHICH COULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO 1 COVER SHEET THE START OF ANY AND ALL WORK. 2 NOTES & LEGEND SHEET W 3 PROJECT VICINITY MAPS 0 8.) INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR 4 PROJECT LAYOUT (GRAVITY) = OPERATING, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM 5 PROJECT LAYOUT (FORCE MAINS AND PUMP STATIONS) n DRAWINGS, WITH NO MATERIAL COMPROMISE IN QUALITY MAY BE 6 LINE S -2 STA. 0 +00 TO 13 +00 � MADE TO ACCOMPLISH THIS, BUT CHANGES OF MAGNITUDE AND /OR 7 LINE S -2 STA. 12 +00 TO 25 +00 W CHANGES WHICH RESULT IN EXTRA COST SHALL NOT BE MADE 8 LINE S -2 STA. 22 +00 TO 35 +00 W WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE. 9 LINE S -2 STA. 32 +00 TO 45 +00 10 LINE S -2 STA. 44 +00 TO 57 +00 9.) ANY DAMAGE, TO EXISTING STRUCTURES, UTILITIES, VEGETATION, 11 LINE S -2 STA. 55 +00 TO 68 +00 ETC. NOT SCHEDULED FOR DEMOLITION OR REMOVAL, INCURRED 12 LINE S -2 STA. 67 +00 TO 80 +00 W DURING CONSTRUCTION, WHETHER INCIDENTAL OR ACCIDENTAL, 13 LINE S -2 STA. 77 +00 TO 90 +00 SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 14 LINE S -2 STA. 87 +00 TO 100 +00 W 15 LINE S -3 STA. 0 +00 TO 13 +00 " 10.) OFF - LIMITS AREAS, STAGING AREAS AND ACCESS AREAS 16 LINE S -3 STA. 9 +00 TO 22 +00 SHALL BE DELINEATED BY THE CONTRACTOR WITH SUPERVISION OF 17 LINE S -3 STA. 21+00 TO 34 +00 ' • THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION 118 8 LINE S -3 STA. 30 +00 TO 43 +00 M ACTIVITIES. LINE S -3 STA. 42 +00 TO 55 +50 Is 20 LINE S -3 STA. 55 +00 TO 68 +00 N 11.) PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL 21 LINE S -3 STA. 67 +00 TO 78 +00 RUBBISH AND DEBRIS FROM THE PROJECT SITE. PROTECT ALL 22 LINE S -3 STA. 75 +00 TO 88 +00 a WORK NOT SLATED FOR DEMOLITION. 23 LINE S -3 STA. 84 +00 TO 97 +00 24 LINE S -3 STA. 94 +00 TO 107 +00 3 25 LINE S -3 STA. 106 +00 TO 119 +00 12.) THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE 25 LINE S -3 STA. 116 +00 TO 121 +13.18 RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS, AND NOTING ALL APPLICABLE WORK AS SHOWN OR INFERRED. ALL 27 LINE S -4 28 LINE FM -1 STA. 0 +00 TO 13 +61 WORK AS SHOWN OR INFERRED SHALL BE INCLUDED IN THE 29 LINE FM -2 STA. 0 +00' TO 13 +00 COSTS. 30 LINE FM -2 STA. 13 +00 TO 26 +00 31 LINE FM -2 STA. 26 +00 TO 39 +00 13.) THE CONTRACTOR SHALL FIRST COORDINATE AND THEN 32 LINE FM -2 STA. 39 +00 TO 52 +00 SUBMIT ALL SUBCONTRACTORS' SHOP DRAWINGS TO THE OWNER'S 33 LINE FM -2 STA. 52 +00 TO 61+35 o REPRESENTATIVE FOR REVIEW PRIOR TO WORK BEING PERFORMED. 34 LINE FM -3 STA. 0 +00 TO 13 +00 35 LINE FM -3 STA. 13 +00 TO 26 +00 14.) ALL WORK SHALL CONFORM TO THE DRAWINGS AND 36 LINE FM -3 STA. 26 +00 TO 27 +42 SPECIFICATIONS AND SHALL BE OF NEW AND BEST QUALITY. NO 37 LINE FM -4 STA. 0 +00 TO 13 +00 MATERIAL SUBSTITUTIONS SHALL BE MADE, EXCEPT BY WRITTEN 38 LINE FM -4 STA. 13 +00 TO 26 +00 APPROVAL OF THE OWNER'S REPRESENTATIVE IN RESPONSE TO 39 LINE FM -4 STA. 26 +00 TO 39 +00 THE CONTRACTOR'S WRITTEN REQUEST. 40 LINE FM -4 STA. 39 +00 TO 52 +00 41 LINE FM -4 STA. 52 +00 TO 56 +50 15.) THE CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS 42 EXISTING /DEMO HWY 401 AND FOR ADDITIONAL WORK TO THE OWNER'S REPRESENTATIVE FOR PROPOSED PUMP STATION SITE PLAN $ REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED 43 EXISTING HWY 401 PUMP STATION PROPOSAL IS RETURNED TO THE CONTRACTOR. THE CONTRACTOR DEMOLITION SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN APPROVAL BY 44 HWY 401 PUMP STATION DETAILS , THE OWNER'S REPRESENTATIVE PRIOR TO THE START OF ANY 45 HWY 401 PUMP STATION DETAILS „ WORK. D -1 MISCELLANEOUS DETAILS 16.) ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT D -2 D -3 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED D -4 MISCELLANEOUS DETAILS CLEANED AND CONDITIONED AS DIRECTED BY THE OWNER'S D -5 EROSION CONTROL DETAILS REPRESENTATIVE FOLLOWING MANUFACTURER'S GUIDELINES, UNLESS D -6 EROSION CONTROL DETAILS OTHERWISE SPECIFIED ON THE DRAWINGS. D -7 EROSION CONTROL DETAILS D -8 EROSION CONTROL DETAILS m 17.) THE CONTRACTOR SHALL INCUR ALL COSTS AND BURDENS ASSOCIATED WITH LOST, STOLEN OR DAMAGED EQUIPMENT AND E01 PROPOSED PUMP STATION MATERIALS. ELECTRICAL SITE PLAN AND DETAILS E02 PROPOSED PUMP STATION i m 18.) ANY TRENCH, PIT OR OTHER EXCAVATION THAT IS OPEN AND ONE -LINE AND DETAILS UNATTENDED SHALL BE PROTECTED WITH FENCE, BARRICADES OR OTHER METHODS APPROVED BY THE OWNER'S REPRESENTATIVE. m x rs °•:'mod, Lo Cat„ c ti co N • pN�a) -..� y o p O �O i3 Z •- ES �[ o Q X a- La, s tS ' to Lo Qw (n c� v c g; •% vii �LFJ g .. M a'. -� M �• bj 4 c � M U M:nL i UJ U- • 0 0 FINAL DRAWINGS ,NOT RELEASED FOR CONSTRUCTIONi: Z W 0 0 = M W � n F- � v F-- W ry Z W F- W v W o = W FINAL DRAWINGS ,NOT RELEASED FOR CONSTRUCTIONi: 3 a m o =F— DESCRIPTION �T� VICINITY MAP (GRAVITY SEWER AND FORCE MAIN NTS FINAL DRAWINGS ,NOT RELEASED FOR CONSTRUCTION r C n cq CIO 0 C14 C � w b � N r. "p 1 t Q Oct o v X Cc s t� w yw �O u') owl cm V '�`► c �► 4 c ttz 3� ii oco• i J i r co z F- F- i DATE: MAY 2012 DESIGNED: JE.H DRAWN. DBC CHECKED: APP SCALE: NOT TO 5C&E SHEET NO. 3 OF: STA. 121+13.18 S- END PROJECT �t IM, W 1,1404'rA"I" � � 11 NA 0616NN LINE S -3 S`y PROPOSED 24" ? SANITARY SEWER LINE S -4 PROPOSED 8" SANITARY SEWER vu' ra 27 1 PROPOSED 14" PVC FORCE MAIN NOT THIS CONTRACT STA. 84 +89.25 S -3 STA. 0 +00 S -4 LINE S -3 PROPOSED 24" SANITARY SEWER DRAWINGS Xl- FINAL - - • :NOT RELEASED FOR CONSTRUCTIONi 1 t Q PROJECT LAYOUT MAP- GRAVITY SEWER NOT TO SCALE a C h C co '* 00 CN cv n "t3 CD � b � CD Oct m� w y' to cA L4 cm CD mow; m�; bt © 0 ■ 0 SHEET 13 PROPOSED INFLUENT 14 '► PUMP STATION S 12 SHEET 'Qp NOT THIS CONTRACT m M STA. 0 +00 S -3 p 1 STA. 99 +07.26 S -2 S,y� R END 30" SANITARY SEWER C� G BEGIN 24" SANITARY SEWER 70 STA. 0 +00 S -2 Z W Oap gF,P• O BEGIN PROJECT U3 LINE S-2 S w PROPOSED 30" h�E�., �- ` ' !(,JpP/ OH(J �- U SANITARY SEWER SysW 8 Z F- SHEET 6 e R'� � W M DATE: MAY 2012 DMGNED: JLH DRAWN: DBC CHECKED: APK z SCa.E: NOT TO SCALE m K SHEET N0. 1 m 4 j� Of: MH #2 (6' DIA.) STA. 3+92.33 S-2 EXISTING EDGE OF WATER TEMPORARY SILT FENCE (TYP.) 13,104TER CREEr B.F.E. = 146.00' ANTI-SEEP COLLAR TEMPORARY • 85'27' 18" .;4 t NJ ►kvi ROM &I 1 •1 CURTIS G. HARDIN and wife, JOYCE M. HARDIN 50' WETLAND 50' WETLAND DB 133/200 OFFSET LIMITS OF CLEARING OFFSET EXISTING EDGE OF WETLAND MH #1 (5' DIA.) STA. 0+00 S-2 143-16'50- " FLOOD PLAIN MAP # 3710946400J CONTRACTOR SHALL INSTALL 10LF 30 OCTOBER 17, 2006 PVC SANITARY SEWER WITH TEMPORAY PLUG @ .10% GRADE ROCKFISH CREEK WATERSHED CLASSIFICATION: B MH #5 (5' DIA.) LINE S-2 STA. 12+55.08 S-2` S-2 My m m� 91 �A�x DESCRIPTION FINAL DRAWINGS NOT REL,EASED FOR CONSTRUCTION:, 0 = •1 +11 11 +00 11+•0 12+11 13+04 im Im 155 ME 145 140 Z W 0 (/) W r F_ c 35 W D U) 2 0 U) cl W W W v • r W U) 135 _'_e DATE: MAY 2012 DESIGNED: JLH 13 0 DRAWN: DBC CHECKED: APK 00no SCALE: H= 1*-50' V= 1._5. SHEET NO. 6 o 125 OD n O zo: LT yw Lo to V to, & cn c> Ms Z W 0 (/) W r F_ c 35 W D U) 2 0 U) cl W W W v • r W U) 135 _'_e DATE: MAY 2012 DESIGNED: JLH 13 0 DRAWN: DBC CHECKED: APK • SCALE: H= 1*-50' V= 1._5. SHEET NO. 6 • 125 OD Z W 0 (/) W r F_ c 35 W D U) 2 0 U) cl W W W v • r W U) 135 _'_e DATE: MAY 2012 DESIGNED: JLH 13 0 DRAWN: DBC CHECKED: APK SCALE: H= 1*-50' V= 1._5. SHEET NO. 6 125 plans plans S-2 MH #25 (5' DIA.) STA. 66+89.89 S- 170'19'17;_ / It .0 14--1 LIMITS OF CLEARING SHALL BE LIMITS OF 10 40 / IMP .49r% (W MA) CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES REVISIONS sym. I DESCRIPTION I-1 FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTIO o STOCK PILE AREAS SHALL BE COMPLETELY SURROUNDED RY qlI T FFNrF (TYP ) 70+00 71+00 72+00 73+00 74+00 75+00 76+04 mg WE# im 160 110V ft t CC gz-- 40 ,o 0"01 C m 2 P t 0 cf•' con 'n Q-3 Q) c c LZ !o a M Z3 0 CA a. C) 40 40 • cn MAY 20 12 Y 100 ZO LID 4 16_ 0_ [175 CHECKED: APK o H- I "=50' V= 1 1-s' S-2 SHEET NO. OF.. . .. ... ... .. + N a - - ------ -- -S 250.18$. - --- ------- ------- - . .... ... • 170 U) Z Wo ------------ ------- --- S MH #28 (5' DIA.) 0 165 STA. 74+41.49 S-2 . . ...... 10 ANTI—SEEP PROPOSED ------------ . ...... ..... ------- ---- - --- ---- ------ COLLAR ♦ ", -- ------ -------- 40' UTILITY EASEMENT 160 185 MH #29 (5' DIA.) cq ------ • PVC, SAN- -`-SEW- STA. 76+91.67 S-2 'to -A ANT =SEEP a) TEMPORARY COLLAR 185 _L06 WATER BARS (Typ.) II BEAVER CREEK WATERSHED CLASSIFICATION: C SCALE: 1" = 50' 150 LINE S-2 50' 0 25' 50' 100' 1 < FLOOD PLAIN MAP # 3710946400J 04 N .. ..... ... .. 0 in -uo) 67+00 68+00 OCTOBER 17, 2006 1 1 ca o -CONTRA 190 7-_ - - 041 ------- -- ------ ------------_-- rn _n_ -00" 0 . ........ . - ----- ----- ... .. .... --- --- - HALL-___'INSTA rn Jo ......... . ...... - ------ 4AI )R''S TANSTALL ------ 'Lo_ F-SYNIHED ------- --- 190 70+00 71+00 72+00 73+00 74+00 75+00 76+04 mg WE# im 160 110V ft t CC gz-- 40 ,o 0"01 C m 2 P t 0 cf•' con 'n Q-3 Q) c c LZ !o a M Z3 0 CA a. C) 40 40 • cn MAY 20 12 Y DESIGNED: JLH DRAWN: [175 CHECKED: APK o H- I "=50' V= 1 1-s' 150 SHEET NO. OF.. . .. ... ... .. + N a - - ------ -- -S --- ---- ----- ------ - --- ------- ------- - . .... ... • 170 U) Z Wo ------------ ------- --- S 0 165 . . ...... - -------- ------------ . ...... ..... ------- ---- - --- ---- ------ ", -- ------ -------- 160 185 + ------ 30' PVC, SAN- -`-SEW- 155 'to -A ANT =SEEP a) COLLAR 185 _L06 0- 150 ............. - .. ..... ... .. 67+00 68+00 "it < -CONTRA ------------_-- - --- ----- ---- -- ---- HALL-___'INSTA - ------ 4AI )R''S TANSTALL F-SYNIHED 1' SYNTHETIC- -MATTING'- -FROM- - ---------- --------- -- 180 STA T-0- `STA., 70+2& -- - ------- 180 70+00 71+00 72+00 73+00 74+00 75+00 76+04 mg WE# im 160 110V ft t CC gz-- 40 ,o 0"01 C m 2 P t 0 cf•' con 'n Q-3 Q) c c LZ !o a M Z3 0 CA a. C) 40 40 • cn MAY 20 12 Y DESIGNED: JLH DRAWN: [175 CHECKED: APK o H- I "=50' V= 1 1-s' 150 SHEET NO. OF.. 12 cle) w F- W • 170 U) Z Wo w ------- --- S 0 165 ------------ . ...... ..... ............ ---- ------- 160 ------ 30' PVC, SAN- -`-SEW- 155 'to -A ANT =SEEP a) COLLAR _L06 0- 150 ............. - 67+00 68+00 70+00 71+00 72+00 73+00 74+00 75+00 76+04 mg WE# im 160 110V ft t CC gz-- 40 ,o 0"01 C m 2 P t 0 cf•' con 'n Q-3 Q) c c LZ !o a M Z3 0 CA a. C) 40 40 • 155 cn MAY 20 12 Y DESIGNED: JLH DRAWN: DBC CHECKED: APK o H- I "=50' V= 1 1-s' 150 SHEET NO. OF.. 12 cle) w F- W • U) Z Wo • w W 0 155 DATE: MAY 20 12 Y DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE: H- I "=50' V= 1 1-s' 150 SHEET NO. OF.. 12 plans plans a Ilk 0000,09- 165*45'46 \V -SEEP AR A EDGE OF WATER BEAVER CREEK WATERSHED CLASSIFICATION: C FLOOD PLAIN MAP # 3710945500J OCTOBER 17, 2006 ffloej 150 145 t 1t LIMITS OF CLEARING SHALL BE LIMITS OF CONSTRUCTION, RIGHT-OF WAY AND EASEMENT LINES CONTRACTOR SHALL REMOVE AND REPLACE EXISTING FENCE. CONTRACTOR SHALL COORDINATE "REMOVAL OF FENCE WITH OWNER PRIOR TO CONSTRU TION. MH #71 STA. 0+80.59 S-3 I PROPERTY .. ........ LINE MH #73 / STA. 9+14.53 S-3 APPROX. CENTER LINE OF CREEK / PROPERTY LINE 50' WETLAND OFFSET r"09 1110 0 TEMPORARY SILT FENCE (TYP.) 071iie MH #72 STA. 4+89.53 S-3 CO TRACTOR SHALL INSTALL CLASS -B- RIP RAP WITH FILTER FABRIC UNDERLINER (30' X 30') ul _c _Oc _000)- Do- .1 F. m LINE S-3 REVISIONS sym. I DESCRIPTION DATE I BY FLOOD PLAIN MAP # 3710945500J OCTOBER 17, 2006 FINAL DRAWINGS NOT RELEASED FOR CONSTRLICTION Lo to cV ul SCALE: 1" = 50' ci i 50' 0 25s 50* 100' < I I I I 1 0 vmmmlL____m (n 10 x% w '•%4 a occ 1402 CC Q) cz 00 r, p c__ 00 C-4 C14 t E02 42 u z U_ E 1 ZR 4)_o 0 to CD Q ft aft U) E62 C-4 q) %cool Q) 4) Q. Q) 4z fo fts.4 M Q> 0 14*4 r% 0 `' mo 175 - - ---- ---- ---- -- - --- 1 UJ ------------ ff. all fli 175 - - ---- ---- ---- -- - --- 1 UJ ------------ 1701 U) 3 < co -- ---- ---- ui < CMAl - ------------ -- -F-7- 165 Lu SAN. --- -- - - -------- ------ T -_7 ono C) ___ 160 {_ ...... . ---- ------ - ------ - w VJcn. ui _Ijj! 155 U) --- - ------ DATE: MAY 2012 1 0 5 DESIGNED: JLH .. .. ...._ . ...... DRAWN: DBC ----------- CHECKED. APK SCALE: H- 1"V50` V= 1 `V_5' 145 SHEET NO. ---------- -- -------- 15 10+00 11+00 12+00 13+00 I OF. MH #73 STA. 9+14.53 S-3 cy 30' PROPOSED Fh- UTILITY EASEMENT r- 50' WETLAND OFFSET LIMITS OF CLEARING SHALL BE LIMITS OF tK CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES MH #77 (6' DIA.) STA. 21+19.18 S-3 STA. 56+50 FM-4 I CENTER LINE OF CREEK MILDRED J. MURCHINSON and husband, WILLIAM S. MURCHINSON DB 200 PG 593 / ti CONTRACTOR SHALL INSTALL CLASS "B" RIPRAP WITH FILTER / 176*42'56" lb FABRIC UNDERLINER (27'X30') J"cp EXISTING EDGE OF WETLAND (TYP.) I K w = Iwo rt BLACK BRANCH CREEK WATERSHED CLASSIFICATION: C FLOOD PLAIN MAP # 3710945500J OCTOBER 17, 2006 ).+ ( m 11+00 12+00 13+00 ,Q 0 &1 b MH #75 STA. 15+97.99 S-3 60' R/W LINE S-3 T_ -K-FL7 14+00 15+00 16+00 17+00 m m REVISIONS sym. DESCRIPTION DATE _7B_Y FINAL ice.WINGS ;NOT RELEASED FOR CONSTRUCTION1 one] ow t3 . 00 od- r o. E co n (o L o q) % 0) q) I:Z cn -80 lye o M ai 0 y a_ Ivi C:) ;,Z v 40 40 •• 21+00 22+00 co 180 W U) C z co 175 w L) W W 170 U) LU W 717-7-7 165 0 W U) 160 DATE: MAY 2012 DESIGNED: JLH DRAWN- DBC 15 CHECKED: APK SCALE: H- 1*=50* V= l--5' SHEET NO. 16 150 21+00 22+00 MILDRED J. MURCHINSON and husband, LIMITS OF CLEARING SHALL BE LIMITS OF WILLIAM S. MURCHINSON 46LF 36" STEEL CASING TO CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES DB 200 PG 593 BE INSTALLED BY BORE AND JACK. EXTEND CASING 5' MIN. MH #78 BOTH SIDES OF PAVEMENT. STA. 22+32.43 S-3 N EXISTING CONCRETE H EADWALL MH #77 (6' DIA.) EXISTING FENCE TO BE STA. 21+19.18 S-3 00,011", c-rA 56 +50 CKA A 'k '00 <5 IREMOVED AND REPLACED. -r — 10 --\,. -401--1 \'b - 11 , - * I CONTRACTOR SHALL COORDINATE I EXISTING EDGE Ou VVF-ILM114U --I m0ro M DESCRIPTION FINAL DRAWINGS 17 RELEASED FOR CONSTRUCTIONli III ELI 0111 4 :. 4 EKII 1 155 )E-- < ow r—rn < Uj W < ty 0 0 CL W Uj O r W co 180 175 170 165 DATE; MAY 2017 1 60 DESIGNED: JLH DRAWN: DBC CHECKED: APK M- SCALE: H- 1"-50' V= 115` SHEET NO. 17 OF: .. 155 %Aj Ld _td f^ All, ------- --- - -' ... ... . --- 11111 II I1 11i111 I Ill 1111111 VIII 111;111111 III Illlll III 1 °I 11111111111 II Ill 1. - - - ... . ...... - - - - - - . . . . 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 190 ro ct: c n 0 co'o % pfd c E M Z5 0 r% C) C> 0 0 Nt co C,e) 0 1 U) Uj C) z C) + T- N < ow r—rn < Uj W < ty 0 0 CL W Uj O r W co 180 175 170 165 DATE; MAY 2017 1 60 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE: H- 1"-50' V= 115` SHEET NO. 17 OF: 155 11111 II I1 11i111 I Ill 1111111 VIII 111;111111 III Illlll III 1 °I 11111111111 II Ill 1. III 11 1+ 1111 I Ipl 11 I Vh 1 1111 ! E 21+00 22+00 23+00 24+00 - - - ... . ...... - - - - - - . . . . 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 190 ro ct: c n 0 co'o % pfd c E M Z5 0 r% C) C> 0 0 Nt co C,e) 0 1 U) Uj C) z C) + T- N < ow r—rn < Uj W < ty 0 0 CL W Uj O r W co 180 175 170 165 DATE; MAY 2017 1 60 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE: H- 1"-50' V= 115` SHEET NO. 17 OF: 155 n t_ 441111j, EXISTING EDGE OF WETLAND (TYP.) ZZ . MH #81 STA. 30+71.26 S-31_ 195 CLEARING SHALL BE LIMITS OF SY CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES 1190 --- ---- en --- cy) 0 w UJ C) z° -!A.j -- ---- C) Ce) 185 210 U) 205 < Z v 200 180 _7 7777�_ 195 190 175 DATE: MAY 2012 DESIGNED: JLH DRAWN: DBC 170 CHECKED: APK -------- - SCALE- H= 1"-50' V= 1 SHEET NO. 18 OF. - ------ - 170 77, 165 160 30+00 31+00 50' WETLAND OFFSET LINE S-3 LIMITS OF CLEARING SHALL BE LIMITS OF SY CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES so= lmlilll�� MH #84 p STA. 42+14 . 80 S -3 PROPERTY LINE FINAL DRAWINGS ,NOT RELEASED FOR CONSTRUCTION:: I REVISIONS DESCRIPTION DATE I BY EXISTING EDGE OF WATER 'I-- 42+00 43+00 A ,& a 0 ..v _sr l(zo, Jo lk, CA: C"o "y �Nvm Ir.3 <0 sto to 0 W) lift- -oil La "I Q) -, V Q) c� 2- CZ t.111 M lz 4i V� zi Lij- 'o M t..Tj Z3 0 CL °o C) C) cy) 0 UJ C) z° C) Ce) 210 U) 205 < Z v 200 < w < W W 0 0 U) C) Q W 195 190 180 DATE: MAY 2012 DESIGNED: JLH DRAWN: DBC 175 CHECKED: APK SCALE- H= 1"-50' V= 1 SHEET NO. 18 OF. - ------ - 170 n � PROPERTY LINE I EXISTING EDGE OF WATER r— 50' WETLAND OFFSET BLACK BRANCH CREEK WATERSHED CLASSIFICATION: C LIMITS OF CLEARING SHALL BE LIMITS OF CONSTRUCTION, RIGHT-OF WAY AND EASEMENT LINES MH #88 STA. 51+98.49 S-3 Sym. REVISIONS DESCRIPTION DATE I BY MH #89 STA. 55+13.17 S-3 PROPOSED 24" mil 1 1 SANITARY SEWER COLLAR ,o_� WOODED AREA .01 1 PROPERTY -"-A LINE JAMES G. WOOD and wife, MH #86 MARGARET B. WOOD STA. 47+01.05 S-3 DB 280 PG 583 TRACT B LINE S-3 FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION 0 to C4 to 0 SCALE: 1 50' 50' 0 25' 50' 100' < 220 ........... . ... .. - .......... . ... ... _ -------- -------- ------ ---------------- - - - --- --- - 220 ------------ - - ----- ---------- - 7 - -- - -------- - ---------- - - --------- - 215 A-, - ---- ----- 215 �6 it 4 Is 1 Z2 cl C ro-o 40� (2104 c%l rU lb ;j, C14 LL_ to cps, co U-) 1 C14 % ON Q) cc- 42 V) c) M t,--ft Z3 0 d- C) C) u') Lo u') cy) 0 U) W z F_ U) LIMITS OF CLEARING SHALL BE LIMITS OF sym. CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES EXISTING EDGE MH #89 OF WETLAND f I (ZTA R R _L 1 -4 17 C --4 BLACK BRANCH CREEK WATERSHED CLASSIFICATION: C k 71 215 6 4 m 57+00 JACK. EXTI BOTH SIDE osmillig 6 N=m MH #94 STA. 67+79.78 S-3 9- to m !_V 215 to N to oi 4e** m !_V 215 qL2 C r- oll 40 to (o Lo (o 2- .0— Q. o' 4e** qL2 C r- oll 40 to (o Lo (o 2- .0— Q. o' plans V, 4230 REVISIONS SYM. DESCRIPTION DATE 1 97 ROSCO MCCOLLUM DB 256 PIG 329 BLACK BRANCH CREEK WATERSHED CLASSIFICATION: C m m CIL:, m MIN ME Nm F ANTI—SEEP 71EDGE OF COLLAR S-3 WETLAND ETLAND LESSIE C. ROSS, ET ALS DB252 PG 725 LINE S-3 I 111 m m m FINAL DRAWINGS 'NOT RELEASED FOR CONSTRUCTION1 m LUC) Lo- C-i to o_ SCALE: 1" = 50' 50' 0 25' 50' 100' < cn I -U.) F W U) < r CL W F- U W W co < cr - Z 0 220 215 210 205 DATE: MAY 2012 200 DESIGNED: JLH DRAWN: DB C CHECKED. API{ SCALE: H= 1 ' =50 - V= l-5' 195 SHEET NO. OF. 222 -ANTI- 7-1 COLL An 76+00 m CIL:, m MIN ME Nm F ANTI—SEEP 71EDGE OF COLLAR S-3 WETLAND ETLAND LESSIE C. ROSS, ET ALS DB252 PG 725 LINE S-3 I 111 m m m FINAL DRAWINGS 'NOT RELEASED FOR CONSTRUCTION1 m LUC) Lo- C-i to o_ SCALE: 1" = 50' 50' 0 25' 50' 100' < cn I -U.) a E2 q) cz f- 00 00 CIS Ira Urn O 0 C.3 o. E 0W) 0 W) It ,0 %0) Q. 0) ziM 0 cn -3 C> co C> 40 235 225 F W U) < r CL W F- U W W co < cr - Z 0 220 215 210 205 a E2 q) cz f- 00 00 CIS Ira Urn O 0 C.3 o. E 0W) 0 W) It ,0 %0) Q. 0) ziM 0 cn -3 C> co C> 40 235 225 < Z 0 (D W Z :) 0 W e 0 r W U) < r CL W F- U W W co < cr - Z 0 220 215 210 205 DATE: MAY 2012 200 DESIGNED: JLH DRAWN: DB C CHECKED. API{ SCALE: H= 1 ' =50 - V= l-5' 195 SHEET NO. OF. 222 REVISIONS sym. DESCRIPTION DATE 97 LIMITS OF CLEARING SHALL BE LIMITS OF CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES 0 to C) to C) FINAL DRAWINGS C4 + rl%_ NOT RELEASED FOR CONSTRUCTION -to 0 (3) co 0 SCALE: 1" 50' L;j BLACK BRANCH CREEK 50' 0 25' 50' 100' uj CD WATERSHED CLASSIFICATION: C LINE S-3 CD -Lo z + 00 240 240 DATE- MAY 2012 DESIGNED: JLH - -- ------- W DBC CHECKED: - ----------- --------------- - ------- 200 ...... . . ...... 0 HMH #1 -0-3 c') q) lz F- < STA. 94+06.67 S-3 ig fl- - -------- -- .......... 00000— - -- ------- --- ------ '000 oco', NW6& r.., -- ------ --- - W ------- S-3 2 3 5 235 ------ 0 TEMPORARY loe 0000 ROSCO MCCOLLUM WATER BAR (TYP) z Co YP.) DB 256 PG 329 000000— too 0 -0 a- WOODED AREA -Q I i- -EMPORARY 7ION EASEMENT PROPOSED 24" 'o 160*30'52" - - ------- - LIMITS OF DISTURBANCE LINE 0 :3 co 0 Lo 'o I SANITARY SEWER - 000' -------- - - --- q) ------ 230 00-0- Q) Cc-- ., c 167*12'24"' ---- ---- .. .. ... c) 00 Q. 110111111008W_ 148*37'50" .e-' V J L4_ M 0 0- _00 0 JULIA BROWN MCNEILL --- --------- tGRAQE---------- - - 245.47' - ----------- 07E99 ------ - ------- -- — ----- I EXISTING EDGE 0 to C) to C) FINAL DRAWINGS C4 + rl%_ NOT RELEASED FOR CONSTRUCTION -to 0 (3) co 0 SCALE: 1" 50' L;j BLACK BRANCH CREEK 50' 0 25' 50' 100' uj CD WATERSHED CLASSIFICATION: C LINE S-3 CD -Lo z + 00 240 240 DATE- MAY 2012 DESIGNED: JLH - -- ------- W DBC CHECKED: - ----------- --------------- - ------- 200 ...... . . ...... 0 23 < c') F- < F- Z - -------- -- .......... - -- ------- --- ------ C- NW6& -- ------ --- - W ------- 2 3 5 235 ------ -0 — ------- --- - - ------- - C-4 - -------- - - --- ------ 230 00-0- - - ------- ---- ---- .. .. ... c) ---------- --- -------- .e-' V J L4_ _00 0 --- --------- tGRAQE---------- - - - ----------- ---- ------ ------ - ------- -- 225 . ..... - ---- ----- --- -------- ------ --- -- --------- ANTI --S-EEP- - -------- ---------- PVC El AN SEW 220 ---- - -- -------- --------- -- - ---- .... ........ ------------ ----------- ...... ....... --------- 215 n A PN - - --------- -- -- - ------------ ------ . ...... ------- . ....... .. . .. - ----- - -- - ------------ ----- ------- ------ - - --- ---- ---- -- ------- --- - ...... --------- - ------ ------- ------ ------- ----------- - - - - - - - - - - - - --- - - - 210 ------ 1 ----- -- - ---- --- . .. . . .. . . . . . . -------- - -- -- ----- - - -- --- - - ----- ----- --- ---- ...... .. --- - ------ - -------- ---------- ----------- - - --------- -- - ----- --- - - -- - - ------ --- -- --- ----- - - -- . 205 C* ... . .. .... . . - ---- -- -- . ..... . . . . - - - - - - - - - - - - - - ... .... - ------- --- ------ - ------- - ---------- - ------ -- ---- 200 -Z ------- -- -- --- - ------ - -- ---------- -- ------- ------ . . .... --- . ...... . ...... ...... ..... ----------- ------------ ---- ... . ....... --------------- -- -- ------ --- ------- ------ - ---- -------- ------- -- -------- - -- .......... .. -- --------- - -------- 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 i 06, m mf 205 DATE- MAY 2012 DESIGNED: JLH < Z W DBC CHECKED: APK 0 H- l-W* V= 1"=51 200 SHEET NO. OF. 23 < c') F- < F- Z NW6& W U) 205 DATE- MAY 2012 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCAI_E: H- l-W* V= 1"=51 200 SHEET NO. OF. 23 5,'5 250 F E. wz' I Le - jz JULIA BROWN MCNEILL 07E99 WOODED AREA 10' TEMPORARY PROPOSED 24" TEMPORARY CONSTRUCTION EASEMENT SANITARY SEWER WATER BAR (TYP.) LIMITS OF CONSTRUCTION, CLEARING RIGHT—OF SHALL BE WAY AND LIMITS OF EASEMENT LINES 215 ---------- W _04— X mff 1 0 ME 0 MH #104 LIMITS r DISTURBANCE LINE STA. 98+31.67 S-3 160*30'52" m LINE S-3 I I.-T• a - imiklim FINAL DRAWINGS !NOT RELEASED FOR CONSTRUCTIONi LO c-i Lo 0. 11 st SCALE: 1" = 50' 50' 0 25' 50' loo, < cn -u DATE- MAY 2012 215 ---------- W _04— 7 CHECKED: APK 0 w SCALE: H= 1"=50' V= l`_-5' SHEET NO. 24 OF. -------- - ---- - ----- < r c') --- - ------ - w F- ----- -- ----- -- 99+00 100+00 101+00 102+00 I I.-T• a - imiklim FINAL DRAWINGS !NOT RELEASED FOR CONSTRUCTIONi LO c-i Lo 0. 11 st SCALE: 1" = 50' 50' 0 25' 50' loo, < cn -u It if Cc N 2 , p 4 0 o US cn W 40 V) c r% cl c 40 4w ow 4w 4011 M&71 DATE- MAY 2012 215 ---------- W _04— DRAWN: DBC CHECKED: APK 0 w SCALE: H= 1"=50' V= l`_-5' SHEET NO. 24 OF. < r c') w F- ----- -- ----- -- It if Cc N 2 , p 4 0 o US cn W 40 V) c r% cl c 40 4w ow 4w 4011 M&71 DATE- MAY 2012 215 < Z W DRAWN: DBC CHECKED: APK 0 w SCALE: H= 1"=50' V= l`_-5' SHEET NO. 24 OF. < r c') w F- 75 < F- W F- F- cl) Z cr_ W w U) DATE- MAY 2012 215 DESIGNED: JLH DRAWN: DBC CHECKED: APK 210 SCALE: H= 1"=50' V= l`_-5' SHEET NO. 24 OF. ----------------------------------------- ---------------------------------------------- im i I i I i I Iffm LIMITS OF CLEARING SHALL BE LIMITS OF I i= CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES i = 1' FIELD ------,,,, . L_ _ " F1 It I vu TEMPORARY STA. 11 1+63.65 S-31 ,-N N , rn^t.lr% 'K "..___ _._ _ , \,"oo - \ ",\. REVISIONS DESCRIPTION I DATE I f- - - __ __ ____ ------------- I I i i I i i i I FINAL DRAWINGS I I I i i i N , i: __ -i , 0 ATION: C aevej 1255 1_1 __ " I - 1-11--l-1-1- - - I __ I - I - I—- , 11 --- I—- 11-.- I—— --- -- - ,__ --- ____,_,___ I _11--__ _ --i I , I 1-1- 111__lllll_l__l_lll__ __11_1 I i I E . 11 "I,-;,-,-- I I - 11 I I 11--, 1-1 __ - 11 I 111 --,-,--, - - I I'll, -1--l-1-1-111- I - - - __ -_ ________ I I I 1_1___-,; ------ 111- I-,,-.,- -111-1--, - __ ; _11-1 1111- , _ 1111 _., _______ " - _ ; I : -11 11-11-1 _l___.,_,________ll_ 11--l-_ _-_, . , I - " I— I 11 - 1 -, 'I'll, , I ____ , ,'' __ -1 __ - '' , --,- "------"-, -, -, ,- ""- -,-,-,-- -1- i --- ______ -- -- _-- j : - _1_1_11 _,___l_i__,___ __-, ___; ----------- - --- ---- ___,_________'_6+_ I t I ____ I 1-1 __ -11-1. 111-- I I f _____ ______lll ____l_____l_ I—— -I-----"- 1 11 , , ; I I - 11 Irl I -, - I'll - -1 I—— 250 111- ,---,--I,, I _-__l - _____ ''-,-,- , ) --l-111111-1 _ll_l_. I-,- "I' ll,"-" 11--,.--"--"-,- "--", , 1 4.- - - ; __ " - ____ - - ____ I— __ ____ - I I -,- , 111 111 1111 11:___lll__l 11-111,11---- 11 -.11 : I _-1-1- --- ____ -,---,--, , n, -I--,-,,- - _ 111_ I—- 11-11 ---- 1 1- - 11 - - , __ 1 I I - "I I 11 - -1 I - -1 I , -:1 __111_ - 11 11 1-111, I 1- _,:_:_,lllll_l' - - 1 " __ __ , 1-1 11 - , 1- _ ---------- __ I I ll_1_11__l____ ... -1-1-11-11 co- = - __ ,I , , ....... .--''-, -, ,-,-"-"---",-,-",---"-,----- ,---,-O - .1111-11- - - -, 11. ,'.- - -- ___ __ _ --- :_ ___ - - - I . 1--l" : - _' _ -I.--,--- -I I l _ I I -11 -1-1-1 1- _11 i fs_=_______,_l ,, ------,--,----- 1-11 11 111_ 11_111 - _______ll._ 1-1-11- (0- -a;-,---- -_ I I I -I 1-1 I 11 - __ - __,_ , 245 .__ I 1-1 --- -11, - _ I - 1-1111 11-1-1-1-- "I - 1111-1-111 11-1--l- I I I 1-1- _ - 1-11 -,''I'll" 11--1 I ; j I .- 111 --- 1-1-1-1 __, - _ ,___ - - - -,-, --- - - - _00", , __ --- - -,,-, ----,- ,,---,,.------ ,--''+ -,- --. __ I'.--,- ___ 1_: ______ l___l__wf co- I x 1". — I .-,I ,,N,-,- - __ __, _ .>_ - I ,_ - I - - - I - - 11 "I 11 - - 11 ,_ - _ " , -_ - - - -''- 1-1 - l1_1_ I I — 11111-- ______ g 111 --., ll, ,- -1--l'Il","--""-, .-.-.,, i __ I , _ ------ -, ,, , -- ,----"---"-,-- --..- 1, ''-l- 1--l 11--l""-. --V. - , -,-- I *ltz_'l_ _ I _Lj___ I _1 1- - - I -1 - 11-- - ,-'', _ : -, _ ! ' 41_ :,: ____: I , -11.1-11 - 11-1 -11 - : -I 1-1 - 11-1 -1-1 - I 1-1-1- I _ - _ -_ 11- _ _, ; I 1111- - I— 1________,__ 11 1 < - --r,,..,, _ _ - — - - - 11 I 11-1 1-11 ___ __ -I -I I - I 11 11 , - __ - ... 6 ----- -- - I ---- - - -I' , - _ 11 I __' -1 1 6111-6-1 _111-1 1-1-611-6-- I I I , -1-111-11- - -1:1 _ll_.___ — _11--__ . . .... "_ 1_ ____:_____ _lA_,_ -Ixl.-, ,,-,,-,I I 11 -,- - - I'll - I I . 240 -1-11-11 ----'-- I I---- 111_11-- _-1-1 - -- 11 __ 11 1-11-11, - , l-l -11- 'll-l , ---- --l' 11-- -;--Ir ! l_._ll_l.___ -Ili 1-1- 1.111--" ,,,----,. ,, ,---- ", i : I I i I i - - 11--l-1-1- -I--"---,- 11-1 11___.11____ -_- I ------ __l_lll_ll__l ,".- __ - 11 -, - - - 111-1 I I - - 1111 , 11 __ I I 11 - I I ___ -- ---- __, __ : .- 11 __ 111 _6,_!__ i - ____ _ _. -1-61-- l__l_±__<_ , I L___, 11-1 11-11 111.1 "I __ 111-1-1111 I ,III I- - -11-11-111, I,: I I— -.-.I',-- I I I— __ ___i__ "I -I---,-- -1--.1-1-1-11 -.,,--,-I ------ I --"- - 11 111 -,- 1_11_1_1___ _l__ _1____1_11 , I - 111-i- -1 -1 - 1-11-- 1111111 _1_____, -1111-1 - I'll I , I - 1 -- - - o -,-- - ___ _'_ - --,---, --, 1-- - -,-:E.u-i,-<"- - i ....... I -3;:t : 1- - _ I 1111111-11-1-- I I ,___ __ _____', -- i . — — ,__ _ - I I 1 2,35 1--l-1-1 -- - 11--l ,, ,- :-."-, --,-,---..------ ,,--, -.,,- .-- -- ,, ,." --l---, --l"- ,- ' -:-, , - _11_-'-_- - - -'-'--- I-— _11-11 -.1 - 777 --'-- - -.1 ----,- ll, ' .---,,--, , ,, - -, ,7 111-1- I I—- - I i- I , ------ ___ , .v l__.l_'__J ___,_,______,___ - ------,-, i -,---- - --_- --_--F_ 11-1 --- I I—- I 11 - 111 --- - -1 -1 ___ I I - 1 11 I - : 11-1-1-1 I - 11 I - -1 1-1 "I I ,-,- -11, I -I 11 - - - - - 1- 1-11111- I,-,.,,- -1 1-1-11-1- _ e : - _, ' : (n I .I--,,--. _ I-11.1-- 1-51- 6- - ; I I -111-11-1 11,1111- 1 - 1-1-11, 11 I 111 I ''I'll-1-- - 1,_,____,__l__ 1-1 11 -1 I 1111- "I I --.--,- _ - _- _ -------- ---- __ ---------- - I -1 - , i I s - _11.11_11__ _-1--l- I , ll11_1l+_ 111-1 ___ ------ l __..___l_____ . I - '': - I., - I'll, - - -11, 11 -.1 11 I _11__ - - - - : w I -1 ___'l___l_._l----j I , i I __1_1_11 1--1 - --l'-.-"-,-."",--- , --- -,----------, ----------- -, . z ___ - -d , ...... _,"i_ '' _-, ___ _ I 230 - -1-1-1-1 - 1111-- - 1-l-, 1_1111111.1- , - I- - 11 --I--,.-,-. ,- - 1111--l- I- - -1 1-1. -11 11-1 I .... _____,___,..- ___l .1-111- I'll, : 1, I I : , -1.1111, I _ _ - - 111 -1 11 1_11 ._ .-- ; I—- ; I 1 -_ 111 - --- I __111_1 -1- ---",---' - -1- ___-1- I— __ -1--l-1.1 I I 11- 1-1-11-1-1- ' -1 I , I , I _: - I 111 - __,_, - _-,,._-_--:,_: ____ 11 I-,--- ___, -1 __11______._ 1111- - l -1-1-11 -I'll 1_1_1_l .-l- _1____ I . - - - -- ------- I , i 1-1-111 I—- I— l____11_11l -11 i , I , t - 111111_-, ...... - - i i I - --------------- ----- , --- -------- - --- --- _lll___t_ I I , _ --------- _ 4111- -1- -1. I . I - 11-1-11- I 11 - I 1111 _ - : -2, ::__:, ,, I : ' 1 I - - 11 1-111, - -----, I I 225 -1111-11, 11-1 - 1- 11 I --- ---- "I --- I I _ -1 - I i I _l I -1-1.111-1-1 I ' - - - j , j 111---1 , - _ . __ I - 1-7". , .i 11- l-l -11--l!'-,-,-,--"":------,,-,-,- l,N - . 'o I _., "i ---` -l; '- 111 -11-1 11 1111 1- 111- i i .- _ ___ - cq -_ I -_ I - , I ; I - - - I - _- ; - - -1 - -_ - 11 - 11 I 1- : 11- 1 I — __ 11 I I— I _-.1-1 - ----- I "I _111__l_111l111___l I M_ "I - I 1-1-IL_", - _ _,_, , ,, ,,, ___CNj : I , -- ---- ;, - - ---. -_ __ -- - - -.,--- N n - -1-t— -6-- _N_ I - __ _11 I I I , :-"-- -1 - , I I - - -,- , - _ _ _ " - . --- 11,-, _ - 11-1 -11 I _111 -1, "' I I I - - I—- -1 - 6111- - _____ _______ - 4 -1-1-1 , "I 11-1-111- 1.11 __ "I -1 I'll 11- I .1111, 11-11 I'll-, , ---.,-.-, -.1" - ; . 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EXTEND CASING 5' MIN. BOTH SIDES OF PAVEMENT. 50' WETLAND OFFSET —JI V / CONTRACTOR SHALL REMOVE AND REPLACE EXISTING FENCE. CONTRACTOR SHALL COORDINATE REMOVAL WITH OWNER PRIOR TO CONSTRUCTION. BLACK BRANCH CREEK WATERSHED CLASSIFICATION: C X, A:) LIMITS OF CLEARING SHALL BE LIMITS OF CONSTRUCTION, RIGHT—OF WAY AND EASEMENT LINES JOHN ANDERSON WILLIAMS, JR., et a DB 722 PG 292 \_50' WETLAND OFFSET WOODED AREA MH #112 STA. 121+16.77 S-3 STA. 27+42 FM-3 THE INTERIOR OF MH #112 SHALL BE COATED WITH AN AMINE CURED EPDXY, 100 MILS MINIMUM THICKNESS. COATING SHALL BE APPLIED AFTER ALL OPENINGS AND JOINTS HAVE BEEN GROUTED AND THE MANHOLE HAS PASSED VACUUM TESTING. THE COATING SHALL EXTEND FROM INVERT TO BOTTOM OF RING COVER AND SHALL INCLUDE THE INVERT TROUGH. LINE S-3 DESCRIPTION FINAL DRAWINGS iNOT RELEASED FOR CONSTRUCTION; L IN rz % o"o) 42 f, 'clol ant C-10 0 C1 4m 4 2 t =0 O 42 C LL L 0 L0 Lo q) 1 Z 4m C14 Q) -, Q) c 40 Z • tn 24 0 M t rl 0 A coj CL C:) c> 071 CIS! Lo SCALE: 1" = 50' 50' 0 25' 50' 100' I I I -U) r w1ulli m 121+00 m 123+00 124+00 125+00 126+00 127+00 128+00 29+04 ol I UNA 235 230 40 - ---- ------ < .. . .. ... ..... . . . . . . . . • SCALE- H= 1*-50' V= 1.__5' 0 U) ---------- -- - < --- -- - ------ - w CL 255 < F- W • ---- - ----------- - cil ------ --- -- - ------- --- -------- - U) >- ---------- -- ----------- ----- _-- ------ ----- . ......... . . -------- ----- --- ----- 255 w 0 3: r W (o I - --------- -------- --- ---------- ---------- — ... ....... . .. ..... .. 0) Lu . . . ...... ----- - --- -------- .. . ... ........ .. 250 I - ---------- - - 250 ...... z4tt - -- ---- ---- - -- _____ .... ....... ------ - ry - -- ---- ----------- ----- - .... ------- -------- ------ ------ 'm tofy t ---- -- --- -- 24 5 --- - - --- - - - - --- 245 ------ --------- -- - ------------ --------- ---- r w1ulli m 121+00 m 123+00 124+00 125+00 126+00 127+00 128+00 29+04 ol I UNA 235 230 40 DATE: MAY 2012 < Z • SCALE- H= 1*-50' V= 1.__5' 0 U) SHEET NO. 26 OF: < Ce) w CL F- < F- W • Z U) >- Z • (/) • ti DATE: MAY 2012 < Z W SCALE- H= 1*-50' V= 1.__5' 0 U) SHEET NO. 26 OF: < Ce) w CL F- < F- W CK- Z U) >- Z • (/) • w 0 3: r W (o I 225 DATE: MAY 2012 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE- H= 1*-50' V= 1.__5' 220 SHEET NO. 26 OF: LIMITS OF CLEARING SHALL BE LIMITS OF CONSTRUCTION, RIGHT —OF WAY AND EASEMENT LINES s r all.11 IN W i " • Mek pZJ LINE S -4 1i : if DESCRIPTION © I FUTURE TURNBERRY SUBDIVISION 0 Lo in cv Ln p ii SCALE: 1" = 50' 50' 0 25' 50' 100' d U cn -u.) :cn . 'yty 4q.' c co co c a M w tv -a t , °c_ r . rya a V 0) O 0 o a O 42 x (D to s r * iio Lo r w La v NO w 0 amp Ohs °a r) r V J 0 W ~ C) 245 Q t w 240 m 235 < Z -- W 230 ow ' =cam >- Q 225 I O Z >-0 220 w W W c W 215 DATE: MAY 2012 210 DESIGNED: JLH DRAWN: ©$C CHECKED: APK SCALE: H= 1 "-50' V= 1'--5' SHEET NO. OF. 27 205 2" S9.513 ASPHALT (MIN.) 4'-0" MAXIMUM OR EXIST. THICKNESS, WHICH EVER IS GREATER 12" 12 4_ 44 4 : 4 4' L)i 0 8- STONE (ABC) COMPACTED TO 95% DENSITY COMPACTED1 BACKFILL I EXISTING ASPHALT DRIVEWAY FLOW a. -a RUBBER BOOT CONNECTOR 4-1 CONCRETE WALL WALL PENETRATION DETAIL (1) HEX HEAD 3/8--16 X 1 3/4" LONG ZINC PLATED BOLT WITH ZINC WASHER & REMOVABLE ZINC NUT FOR CUSTOMER TO ADD PADLOCK 3/4- ...... I - 5 3/8" CAST-IN STAINLESS STEEL ROD 2"-n t COVER SECTION A-A 271' CAST-IN GROOVE FOR 3/4"_ 11 5/8" 1/4- DIA. NEOPRENE 25 3/8- GASKET 1 5/8" F t 5 1/2" 25 1/4" r 6 32" FRAME SECTION A-A COVER SECTION 13-13 FRAME SEC11014 13-13 OUTFALL NON TRAFFIC RATED MANHOLE RING & COVER FOR VENTED REQUIREMENTS N.T.S. 4" 3000 PSI CONCRETE OR MATCH EXISTING THICKNESS, WITCH EVER IS GREATER 12" LT. qll ra 12" LLJ 6" STONE ABC COMPACTED TO 95% DENSITY 0 lit i4 m COMPACTED BACKFILL INITIAL CARRIER PIPE BACKFILL == E CONCRETE DRIVEWAY PIPE STONE BEDDING TO SPRINGLINE OPEN , CUT AND PATC H VARIES BY PIPE SIZE L STONE BEDDING N.T.S. 7 VARIES BY PIPE SIZE 1/2" 0 KWIK BOLT MANHOLE RING AND COVER STUD ANCHOR SYSTEM 12" PIPE 12 8$9_1- 2'p-O" 1- 8" 1 3/4" MULTI-PURPOSE RUBBER MAX. WIDTH MAX. COMPOSITE RISER (INSTALLED ON ALL MANHOLES). RUBBER RISER -GRAVITY SEWER MAIN TRENCH CAN BE INSTALLED TO A MAXIMUM HEIGHT OF 3" N.T.S. X C-4 EXISTING CONCRETE NOTE: MAKE REQUIRED FLOV CHANGES IN MANHOLE TANGENTAL CURVE OF SHAPED MANHOLE INVERT. 2 0 KAAKIWr)l C" 'MALL PLAN VIEW CARRIER PIPE ASPHALT DRIVEWAY _ OPEN, CUT AND PATCH 6' 0 MANHOLE • N.T.S. SCALE: CAST OR CORE DRILL HOLE SHEET NO. OF. PER MFR. REQUIREMENTS Lli I PIPE DIAMETER -A' IAND MATERIAL VARIES LLI - FLOW a. -a RUBBER BOOT CONNECTOR 4-1 CONCRETE WALL WALL PENETRATION DETAIL (1) HEX HEAD 3/8--16 X 1 3/4" LONG ZINC PLATED BOLT WITH ZINC WASHER & REMOVABLE ZINC NUT FOR CUSTOMER TO ADD PADLOCK 3/4- ...... I - 5 3/8" CAST-IN STAINLESS STEEL ROD 2"-n t COVER SECTION A-A 271' CAST-IN GROOVE FOR 3/4"_ 11 5/8" 1/4- DIA. NEOPRENE 25 3/8- GASKET 1 5/8" F t 5 1/2" 25 1/4" r 6 32" FRAME SECTION A-A COVER SECTION 13-13 FRAME SEC11014 13-13 OUTFALL NON TRAFFIC RATED MANHOLE RING & COVER FOR VENTED REQUIREMENTS N.T.S. 4" 3000 PSI CONCRETE OR MATCH EXISTING THICKNESS, WITCH EVER IS GREATER 12" LT. qll ra 12" LLJ 6" STONE ABC COMPACTED TO 95% DENSITY 0 lit i4 m COMPACTED BACKFILL INITIAL CARRIER PIPE BACKFILL == E CONCRETE DRIVEWAY PIPE STONE BEDDING TO SPRINGLINE OPEN , CUT AND PATC H VARIES BY PIPE SIZE L STONE BEDDING N.T.S. 7 VARIES BY PIPE SIZE 1/2" 0 KWIK BOLT MANHOLE RING AND COVER STUD ANCHOR SYSTEM 12" PIPE 12 8$9_1- 2'p-O" 1- 8" 1 3/4" MULTI-PURPOSE RUBBER MAX. WIDTH MAX. COMPOSITE RISER (INSTALLED ON ALL MANHOLES). RUBBER RISER -GRAVITY SEWER MAIN TRENCH CAN BE INSTALLED TO A MAXIMUM HEIGHT OF 3" N.T.S. X C-4 EXISTING CONCRETE NOTE: MAKE REQUIRED FLOV CHANGES IN MANHOLE TANGENTAL CURVE OF SHAPED MANHOLE INVERT. 2 0 KAAKIWr)l C" 'MALL PLAN VIEW MANHOLE ANTI FLOTATION w 4 0 MANHOLE 4" 0 0- MANHOLE-- 2 0 6' 0 MANHOLE • WIDE SCALE: 0 SHEET NO. OF. _c 1 4 Lli F- LLI - z 0 Q in LLJ 11 Q > 0 0 0 0 in (1) U) Lij -i of 0 MANHOLE ANTI FLOTATION COLLAR 4 0 MANHOLE 4" WIDE 0- MANHOLE-- A 6' 0 MANHOLE • WIDE PRECAST MANHOLE DETAIL N.T.S. VARIES F,- 6x6 NO. 6 SINGLE MAT REINF. IN CENTER THIRI OF WALL & IN TONGUE • &GROOVE TAPPERED LIFTING HOLE • JCAST -IN -PLACE PLASTIC STEPS 0 AS REQUIRED • J_ • • 44 @ 12" EW AS REQUIRED 6x6 NO. 6 W.W. MESH RUBBER BOOT W/CLAMP ma• m a q) cx: cz 00 Oro) cq 0 La .5-N G q) -AZ 0- 0 l0 0 V) jj w- Lo U) 1 -b c 12 4m Ei Q 93 .4- In co C> C:) I • m z w 0(/) 0 r co w < w It Z F- F- U) z 0(/)o w W o r W U) DATE: - 0 lit 1 0 JLH 010 A CHECKED: APK SCALE: AS SHOWN SHEET NO. OF. D-1 a q) cx: cz 00 Oro) cq 0 La .5-N G q) -AZ 0- 0 l0 0 V) jj w- Lo U) 1 -b c 12 4m Ei Q 93 .4- In co C> C:) I • m z w 0(/) 0 r co w < w It Z F- F- U) z 0(/)o w W o r W U) DATE: MAY 2012 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE: AS SHOWN SHEET NO. OF. D-1 l lo .R w 0 RIGHT -OF -WAY VARIES ASPHALT w lumll UJ U 0 STEEL PILE SHALL BE SAND BLASED IN THE SHOP TO A MIN. OF SSPC— SP6 -63 AND 1 COAT OF EPDXY PRIMER APPLIED THE SAME DAY 25 MILS DRY FILM THICKNESS. AFTER PILES ARE DRIVEN AND STRUCTURE COMPLETED ALL EXPOSED SURFACES SHALL BE CLEANED AND 2 COATS OF HI —BUILD EPDXY 4 -6 MILS DRY THICKNESS EACH COAT SHALL BE APPLIED FOR A TOTAL OF 8 -12 MILS. DRY FILM THICKNESS. ALL STEEL TO BE SUBMERGED SHALL BE COATED PRIOR TO BEING DRIVEN. 2 1/2" x 1/4" STRAP PRIME /PAINT SAME AS PILE 3/4" BOLT I TYP.) THREADED 2' MIN. L 5 "x 5" x 1/2" ANGLE IRON BP8 STL. H —PILE 34 # /LF 5 "x 1/2" STEEL CROSS BEAM SPACED EVERY 4' AS REQUIRED s** CASING LENGTH 2' -6" MIN. 1/2" THICK NEOPRENE SHEETING BETWEEN STRAP AND PIPE 1/2" THICK NEOPRENE SHEETING BETWEEN HAUNCH SUPPORT/ ANGL AND DIP PIPE 0 0 0 0 HAUNCH SUPPOR TYP. OF 2 I et W ? d- ETAIL N.T.S. 1 V —n" a NOTE: 1. STEEL H —PILES SHALL CONFORM TO THE — REQUIREMENTS OF AST M A -36 III,..II H —PILES SHALL BE DRIVEN 10' MIN. INTO EXISTING GROUND. WHEN H —PILES ARE DRIVEN INTO WET AREAS OR WATER, PILES SHALL BE DRIVEN TO A MINIMUM DEPTH OF 20' BELOW GRADE. 2. PILES SHALL BE CUT —OFF AT THE REQUIRED CUT APPROVED ELEVATIONS THE ENGINEER. OF 3. LOCATION AND SPACING SHALL BE BASED UPON ACTUAL FIELD CONDITION. EXISTING COMPACTED SUBGRADE STEEL PIER DETAIL FOR CREEK INSTALLATION_ N.T.S. He] , CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE "POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS -OF -WAY" AS PREPARED BY N.C.D.O.T. 9"-DRAIN i l1i11111 11 1 w w REVISIONS SYM. I DESCRIPTION )ER, BY SPIDER MFG. APPROVED EQUAL HEAVY DUTY STEEL SKIDS (4) ,ARRIER PIPE PIDER SIZE DETERMINED BY IZE OF STEEL CASING AND .ARRIER PIPE. STEEL ENCASEMENT PIPE CHART CARRIER PIPE DOT SIZE DOT THICKNESS RAILROAD SIZE RAILROAD THICKNESS 6 -INCH 12.75" .250" 16" .281" 8 -INCH 16" .250" 18" .312" 10 -INCH 18" .250" 20" .344" 12 -INCH 24" .250" 24" .406" 16 -INCH 24" .250" 30" .469" 18 -INCH 30" .312" 30" .469" 20 -INCH 36" .375" 36" .562" 24 -INCH 36" .375" 36" .562 "' 30 -INCH 42" .500" 48" .750" VARIES FINISHED GRADE 4 "X4" WE whilit THREADED BRASS CAP C CLEAN 18 pOU 1 STOCK COLLAR "X I "X4" I II 11I) E I I ILA Ii 4" PVC (SCH 40 PIPE AND FITTINGS FOR CLEANOUT STACK I:I7 RECONNECT TO EXISTING SERVICE LATERAL PIPING WITH APPROVED COUPLING s Vzk Y t s' . i ( cz cz 00 ad N • + O N C7 .r o oz° L j 4 E co coj' con Lo on co c 12 co •cz cn o W 'o 0 v° ; 5 a ii z Ill 0 U) C i • 'Q 00 4" PVC (SCH 40) SERVICE n , 0 E? LATERAL PIPE AND FITTINGS DATE; MAY 2012 DESIGNED: J H COMPRESSION -FIT OR SADDLE TYPE ' SERVICE CONNECTION t y>l p, DRAWN: DBC CHECKED: APFC SCALE: AS SHOWN ^III —I SANITARY SEWER MAIN SHEET N0. SERVICE LATERAL. D -2 N.T.S. OF: 4. COMPACTED BACKFILL A IQ 1 ®__ PE I ■ine I INSTALL MINIMUM ONE FULL JOINT D.I.P. FROM MJ x MJ TEE PRIOR MODIFY PVC CAP TO TRANSITION TO PVC OR OTHER MATERIAL TO FORM PIPE DAM DUCTILE IRON PIPE AND MJ FITTINGS j 4-3/4" ALL THREAD RODS w 1 .11 ill :4 Q: (11 W., 11:4 1 am I D( 0 o' CONCRETE THRUST BLOCK I jl COMPACTED PIPE BEDDING MATERIAL PRECAST CONCRETE MANHOLE WITH OUTSIDE DROP CONNECTION N.T.S. I—, V) LIJ its - I IN GROUT 3" MIN. THICKNESS 8" PVC TEE ELEVATION SELECT COMPACTED BACKFILL INSIDE DROP MANHOLE DETAIL N.T.S. STACK HEIGHT AS REQUIRED TRENCH WALL DUCTILE IRON PIPE TRENCH WALL 77/ UNDISTURBED EARTH UNDISTURBED EARTH 0,111'', ...... ..... . .. . .. ...... xz' V • DUCTILE IRON PIPE ov THRUST RING WELDED TO PIPE 00 Ar. 'tea. 4• 4r `7 7 A uj V- /' 10-' 1 xx T! T F- 0 ..... ... ...... uj -a 14 cy CONCRETE BLOCKING uj _L CONCRETE BLOCKING 6 af 3000 PSI 3000 PSI V) TRENCH WIDTH 6$0 < H MEN ANTI-SEEP COLLAR---- DETAIL N.T.S. WERE 1111111 REVISIONS SYM. DESCRIPTION COFFER DAM CONSTRUCTION SEQUENCE: 1. SANDBAG COFFER DAM WILL BE HAND—PLACED UPSTREAM AND DOWNSTREAM OF THE CROSSING TO TEMPORARILY CONTROL FLOW INTO THE WORK AREA. 2. INSTALL TEMPORARY 2-36" HDPE DIVERSION PIPES ON TOP OF SANDBAG COFFER DAMS. SEE PROFILE VIEW THIS SHEET. 3, COMPLETE SANDBAG COFFER DAM BY STACKING ADDITIONAL SANDBAGS AROUND AND ABOVE TOP OF 36" HDPE DIVERSION PIPES. PROVIDE INTERMEDIATE STABILIZATION FOR DIVERSION PIPE AS REQUIRED. 4. DEWATER EXCAVATION SITE BY USE OF PUMPING WATER TO SEDIMENT BAG OR OTHER APPROVED METHOD ON DOWNSTREAM END OF CULVERT. CONTRACTOR SHALL CONTINUE TO MONITOR SEDIMENT BAG TO ENSURE THAT NO SEDIMENT GENERATED BY BYPASS PUMPING ENTERS EXISTING STREAM. 5. UPON COMPLETION OF DEWATERING OF EXCAVATION SITE ENSURE PROPER DIVERSION OF THE CHANNEL THROUGH DIIVERSION PIPES AND BEGIN INSTALLATION OF PROPOSED SANITARY SEWER LINE. 6, CONTINUE DEWATERING AS NECESSARY BY USE OF SEDIMENT BAG OR OTHER APPROVED METHOD. CONTRACTOR SHALL CONTINUE TO MONITOR SEDIMENT BAG TO ENSURE THAT NO SEDIMENT GENERATED BY BYPASS PUMPING ENTERS EXISTING STREAM. 7. UPON COMPLETION OF SANITARY SEWER MAIN, FILL THE ENTIRE TRENCH TO THE LEVEL OF THE EXISTING CREEK BED WITH ABC STONE. TRANSFER BYPASS PUMP FROM EXCAVATION AREA TO UPSTREAM COFFER DAM TO PUMP FLOWING UPSTREAM WATER BELOW THE INVERTS OF THE TEMPORARY DIVERSION PIPE. 8 REMOVE BOTH UPSTREAM AND DOWNSTREAM COFFER DAMS AND 36" HDPE DIVERSION PIPE. 9. AFTER COMPLETION OF UTILITY PIPE. PERMANENTLY STABILIZE FILL SLOPES WITH SEED, MULCH, & TACK AND INSTALL ROLLED EROSION CONTROL BLANKET ON ALL SLOPES WITHIN AREA OF EXCAVATION. PROVIDE TEMPORARY SILT FENCE AS NEEDED. 10. CALL FOR A FINAL INSPECTION BY NCDENR. 11, ONCE COMPLETELY STABILIZED AND INSPECTED BY NCDENR REMOVE ALL REMAINING EROSION CONTROL MEASURES. T 1' MAX. 36" FLEXIBLE HDPE STREAM FLOW DIVERSION PIPE CREEK BED •ER DAM SANDBAG COFFER DAM t GROUND LEVEL FILL TO TOP OF EXISTING E1517rR GRADE WITH ABC STONE GRAVITY SEWER PIPE PIPE TRENCH PROFILE VIEW NOT TO SCALE STACK HEIGHT AS REQUIRED LEVEL WITH TOP OF BANK OR AS NECESSARY SANDBAGS LJLJ _j 0000 0000000 TOB TO TOB (MINIMU SYNTHETIC FILTER FABRI SECTION 1 Q) Cc cz ■ay 00 -10 E zrn G qv a- :3 Lo co Q) co e =0 9 'WI 0, a < o(/) r cy) W -a— CL F_ 0 W z >_ Z (/)0 • w W W DATE: MAY 2012 DESIGNED: JLH DRAWN: DBC CHECKED: APK SCALE: AS SHOWN M2C4ff"# NOTE: BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR COMPACTED LOOSE FILL MATERIAL AS REQUIRED TO PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. w 0 0 PIPE SPRINGLINE ZONE MIN. EXCAVATED TRENCH WIDTH PIPE WIDTH + 12" PIPE WIDTH FINAL BACKFILL ■ INITIAL BACKFILL HAUNCHING I rii i BEDDING FORCE MAIN TRENCH DETAIL NOT TO SCALE N. A UNDISTURBED M/ a fi/ c EARTH -711 1' ET IIII 11112 A CU A cu s I UNDISTURBED EARTH PLAN\ ELEVATION A tU 11111 = 1111111 = I '' UNDISTURBED EARTH PLAN ELEVATION NOTES: 1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE. 2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE. DIMENSION A (FEET) BEND FITTING PIPE SIZE (NOM. DIA. IN INCHES) MAY 2012 0 00 DESIGNED: JLH 0 0 00 GATE VALVE ASSEMBLY DRAWN: EE DBC 0 n N.T.S. CHECKED. APK Z SCALE: AS SHOWN 22 1/2- BEND TEE BRANCH/DEAD END CONCRETE THRUST BLOCK DETAIL FOR HORIZONTAL BENDS AND TEES CUT SLOT FROM INSIDE F--1 VALVE CAN. INSTALL I WIRE THROUGH SLOT. 18"x 18"x6" THICK CONCRETE PAD CAST IN PLACE 1/2" IIIIIIII CAST IRON VALVE BOX 2" SQUARE OPERATOR NUT TRACER WIRE #14 COPPER WIRE MECHANICAL JOINT COATED FOR DIRECT BURIAL GATE VALVE NOTE: ALL GATE VALVES SHALL BE PLACED ON AN 80 LB. BAG OF SACRETE. FINAL DRAWINGS ,NOT RELEASED FOR CONSTRUCTION, REVISIONS sym. DESCRIPTION DATE I BY Alf'l Mr-1 r-AC'r- %IAI v r_ ►LE COVER z 0 V) 0 3: z 5" 21112011110TAill STANDARD 2'-0" M.H. RING AND COVER PLACED IN CONC. ct FOR BEST ACCESS TO VALVE COVER SHALL BE TRAFFIC—RATED AND FLUSH WITH GROUND SECTION VIEW llnT__ffffp_ BACK FLUSHING HOSE QUICK DISCONNECT COUPLING 1/2" SHUT—OFF VALVE ISEWAGE' AIR RELEASE VALVE MODULE 401 OR EQUAL — 1" BLOW—OFF VALVE _2" SHUT—OFF VALVE —1 j ORCETO EXTEND MINIMUM OF 3' EACH SIDE OF F A.R.V. M. H. MAIN TAPPING SADDLE AIR RELEASE VALVE DETAIL CZ lz 00 0,0 • b O a c*4 E to Lo (o n c',j Q) Ic 10, —c' *4 - .4 m r Cn 0 V) cL cl cz ro 0 lul - • rn z w • co 0- uJ z :D z ocj)o w v LLJ • 3: r LLJ (0 0 00 MAY 2012 0 00 DESIGNED: JLH 0 0 00 GATE VALVE ASSEMBLY CZ lz 00 0,0 • b O a c*4 E to Lo (o n c',j Q) Ic 10, —c' *4 - .4 m r Cn 0 V) cL cl cz ro 0 lul - • rn z w • co 0- uJ z :D z ocj)o w v LLJ • 3: r LLJ (0 0 A T D DATE- MAY 2012 0 00 DESIGNED: JLH 0 0 00 GATE VALVE ASSEMBLY DRAWN: EE DBC 0 n N.T.S. CHECKED. APK Z SCALE: AS SHOWN SHEET NO. co D-4 OF. L. lw Na ir% i 7 D irs!r Wry ' i F l'lwyd D 7 1 7i 1# NTS Li • i i i L i✓iW/ r Ldp ■ i ' i/ir Tim DESCRIPTION,--,---, f r a _ i t 111112111 r r s r r a r muft 10-1 Mill < LESS T HAN DISCH, DISCHARGE CHARGE JT. JOINT RED REDUCER A w r , D T AI L D RAWI NG OCCURS -A P LAN or ELEVATION. (OPTIONAL LOCATION NOTE. LOCAL S I TE GR I D USED IS N.C. LESS THAN OR EQUAL TO DP DEEP STS JOINTS REF REFERENCE DETAIL OF DETAIL DRAWING TITLE GRID NAD83 IN FEET. VERTICAL GREATER THAN AWLS. DOWELS I :L.C1 LING LEG OUT REINF REINFORCING R REINFORCED n DATUM USED IS ASSUMED. AT E.F. EACH FACE LB POUND REQ D REQUIRED G— SOLE: f - 1 --} ELEVATIONS SHOWN ARE IN FEET. A.B. _ ANCH_ CR _ ...B. _ }LT _ . _ E. .J. _ EXPANSION LG _ SS _ NU ER ON WHC- _ _ _ ' DETAIL DRAWING A.F.F. ABOVE FI NISHED FLOOR = ACH L.P. L, P. LOW POINT SCH. SCHEDULE DETA I L DRAWING OC C URS N OT E N NUMERIC TRUE er< N T` T O A A3DL ADDITIONAL EFF. EFFLUENT M.J, MECHANICAL JOINT SKT SHEET FOR F ULL SIZE PRINTS O N L Y. ALUM ALUMINUMOR ALUM EL ELEVATION MATL. MATERIAL SIM SIMILAR REFER TO BAR SOLES ON APPROX APPRI T E Y ELEV ELEVATION MASONRY SOZ SULFUR DIOXIDE R ED U CED SIZE PRINTS. . ARCH ARCHITECTURAL L E Q EQUAL MAX MAXIMUM SPA SPACES BM B C H MA R K R SEA v E IP P61 IlPkA NT UP N4 MEC N . AL SQ Q DARE s * i j ** *' * * *.a lift III t B{TT. BOTTOM EX I ST, EXISTING MFR MANUFACTURER STD. STANDARD rA""*'N Y", 1 Y_ T\ rc-"\ t B.W. BLOCK WALL E P. XPANSION MH MANHOLE T E N t?LE S L STEEL — _' C. S 12 S 12 M :. M G.I. CAST IRON F .E S F L ARED END. SECTION MIN MINIMUM STN TIN S A LE S W INTERIOR EXTERIOR C CENTER T O CE NT ER F.R.P. FIBERGLASS MNTG MOUNTING S.W. S WIDTH DETAIL REFERENCE E SC SECTICI CUT OTHER OF CUT ELEVATION ELEVATION V) C AP CAPACITY REINFORCED R CED PLASTIC C N.P.W. N. NONPOTABLE WATER S.W.D. SIDE WALL DEPTH EITHER , REFERENCE REFERENCE CIRCUu CIRCUMFERENCE FIG FIGURE N.T.S. NOT T O SC A LE Tf TOP OF J CL CLAY FIN FINISHED NO. NUMBER TCJ,CJ TYP. CONTROL JOINT, uj CLR. CLEARANCE FL. FLANGE D.C. ON CENTER CONSTRUCTION JOINT Gy CENTERLINE FLR FLOOR 0/0 OUTSIDE TO OUTSIDE THRD THREADS ED 0 INDEX O S H E ETS TRICK TRICKLING EX CLZ CHLORINE FTG FOOTING OPNG' OPENING } CLARIF CLARIFIER GALV GALVANIZED OX OXIDATION TYP TYPICAL SHEET SHEET Z CHEM. CHEMICAL HDWE HARDWARE P.E. PLAIN END U.O.N. UNLESS OTHERWISE NOTED N SHEET TITLE Nth* SHEET TITLE COL COLUMN HK HOOK PED PEDESTAL VERT VERTICAL I CONC. CONCRETE HORIZ. HORIZONTAL PL PLATE W.W.F. WELDED WIRE FABRIC GENERAL MECHANICAL CONST CONSTRUCTION H.P. HIGH POINT PLCS. PLACES Wf WITH G--1 COVER SHEET M--1 HEADWORKS PLAN C W o WITHOUT CONT CONTINUOUS HYD HYDRANT PROD PROJECTION — - G _ MAPS ABBREVIATIONS AND SHEET INDEX M 2 HEADWORKS SECTION AND DETAILS CONTR CONTRACTOR I.D. INSIDE DIAMETER P.S. PUMP STATION WAS WASTE ACTIVATED SLUDGE CIVIL. M--3- HEADWORKS ELEVATION SECTIONS AND DETAILS + CU COPPER O.D. OUTSIDE ;DIAMETER P.V.C. POLYVINYL CHLORIDE WjL WATER LEVEL t C.W. CONCRETE WALL C -1 EXISTING SITE PLAN M--4 GRIT CLASSIFIER DETAILS .3 C -2 PR POSED SITE PLAN M--5 SPUTTER BOX' PLAN AND SECTIONS c i a a 0 c` 72 0 CL a a 0 0 C4 AI 0 c J .C- CV za —> C--3 SITE LAYOUT PLAN M —E, SEQUENCING BATCH REACTOR EQUIPMENT PLAN C-4 YARD PIPING ,PLAN C -5 GRADING AND EROSION CONTROL PLAN M--7 SEQUENCING BATCH REACTOR SECTIONS AND DETAILS C -6 PROCESS FLOW SHEMATIC M -8 SEQUENCING BATCH REACTOR DETAILS C -7 HYDRAULIC PROFILE M -9 SLUDGE PUMP, DECANTER DISCHARGE AN EQ BASIN C -8 PLANT SANITARY DRAINAGE PLAN AND PROFILE EFFLUENT BOX DETAILS C -9 MISCELLANEOUS DETAILS 1 M -10 SEQUENCING BATCH REACTOR EFFLUENT FLOW CONTROL VAULT C -10 MISCELLANEOUS DETAILS 2 C -11 EROSION CONTROL DETAILS 1 M -11 FILTER AND BACKWASH WASTE PUMP STATION PLAN C -12 EROSION CONTROL DETAILS 2 M -12 FILTER SECTIONS C -13 EROSION CONTROL DETAILS 3 M -13 FILTER AND BACKWASH PUMP STATION SECTIONS C -14 PLANT OUTFALL PLAN AND PROFILE 1 M -14 UV DISINFECTION PLAN AND SECTION C -15 PLANT OUTFALL PLAN AND PROFILE 2 M -15 UV DISINFECTION SECTIONS ARCHITECTURAL M -16 UV DISINFECTION DETAILS A--1 OPERATIONS BUILDING PLAN M -17 CASCADE AERATOR PLAN AND SECTIONS A -2 OPERATIONS 'BUILDING SECTION Mr-18 SLUDGE DIGESTER PLAN, SECTION, AND DETAILS A -3 OPERATIONS BUILDING DETAILS M -19 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS A -4 OPERATIONS "BUILDING CABINETRY M--20 SLUDGE TRANSFER PUMP STATION DETAILS A -5 OPERATIONS BUILDING ARCHITECTURAL DETAILS M -21 SLUDGE LOADING STATION DETAILS A -6 OPERATIONS BUILDING FINISH SCHEDULE M -22 BLOWER CLUSTER PLAN A -7 OPERATIONS BUILDING MECHANICAL PLAN M -23 BLOWER CLUSTER SECTIONS AND DETAILS A -8 OPERATIONS BUILDING MECHANICAL SECTIONS A -9 OPERATIONS BUILDING CODE SUMMARY STRUCTURAL S -1 HEADWORKS FOUNDATION PLAN wl S -2 HEADWORKS PLAN AND SECTIONS 5 -3 HEADWORKS "SECTION AND DETAILS a S--4 SPUTTER BOX PLAN AND SECTIONS r _., SEQUENCING BATCH REACTOR AND EQUALIZATION BASIN S-5 PLAN o -' crop& SEQUENCING BATCH REACTOR AND EQ BASIN SECTIONS x S -6 : ; AND DETAILS ,. S -7 SEQUENCING BATCH RECTOR AND EQ BASIN SECTIONS AND DETAIL S -8 FILTER PLAN S -9 FILTER SECTIONS rva _a S-10 FILTER SECTIONS t 5--11 BLOWIER CLUSTER BUILDING PLAN LJ CL , S -12 BLOWER CLUSTER BUILDING SECTIONS AND DETAILS S -13 UV DISINFECTION PLAN AND SECTION 5 -14 UV DISINFECTION SECTIONS AND DETAILS ° `. ► JOB SITE „ s 5 -15 UV DISINFECTION COVER DETAILS y 0 3 ` 5 -15 CASCADE AERATOR PLAN AND SECTIONS S -17 SLUDGE DIGESTER PLAN, SECTION, AND DETAIL 5 -18 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS r S -19 SLUDGE TRANSFER PUMP STATION DETAILS - a S -20 STRUCTURAL DETAILS • z < ! • • ul 4 i DATE JUNE, 2012 i i ! G -2 4-1.1 lift III t B{TT. BOTTOM EX I ST, EXISTING MFR MANUFACTURER STD. STANDARD rA""*'N Y", 1 Y_ T\ rc-"\ t B.W. BLOCK WALL E P. XPANSION MH MANHOLE T E N t?LE S L STEEL — _' C. S 12 S 12 M :. M G.I. CAST IRON F .E S F L ARED END. SECTION MIN MINIMUM STN TIN S A LE S W INTERIOR EXTERIOR C CENTER T O CE NT ER F.R.P. FIBERGLASS MNTG MOUNTING S.W. S WIDTH DETAIL REFERENCE E SC SECTICI CUT OTHER OF CUT ELEVATION ELEVATION V) C AP CAPACITY REINFORCED R CED PLASTIC C N.P.W. N. NONPOTABLE WATER S.W.D. SIDE WALL DEPTH EITHER , REFERENCE REFERENCE CIRCUu CIRCUMFERENCE FIG FIGURE N.T.S. NOT T O SC A LE Tf TOP OF J CL CLAY FIN FINISHED NO. NUMBER TCJ,CJ TYP. CONTROL JOINT, uj CLR. CLEARANCE FL. FLANGE D.C. ON CENTER CONSTRUCTION JOINT Gy CENTERLINE FLR FLOOR 0/0 OUTSIDE TO OUTSIDE THRD THREADS ED 0 INDEX O S H E ETS TRICK TRICKLING EX CLZ CHLORINE FTG FOOTING OPNG' OPENING } CLARIF CLARIFIER GALV GALVANIZED OX OXIDATION TYP TYPICAL SHEET SHEET Z CHEM. CHEMICAL HDWE HARDWARE P.E. PLAIN END U.O.N. UNLESS OTHERWISE NOTED N SHEET TITLE Nth* SHEET TITLE COL COLUMN HK HOOK PED PEDESTAL VERT VERTICAL I CONC. CONCRETE HORIZ. HORIZONTAL PL PLATE W.W.F. WELDED WIRE FABRIC GENERAL MECHANICAL CONST CONSTRUCTION H.P. HIGH POINT PLCS. PLACES Wf WITH G--1 COVER SHEET M--1 HEADWORKS PLAN C W o WITHOUT CONT CONTINUOUS HYD HYDRANT PROD PROJECTION — - G _ MAPS ABBREVIATIONS AND SHEET INDEX M 2 HEADWORKS SECTION AND DETAILS CONTR CONTRACTOR I.D. INSIDE DIAMETER P.S. PUMP STATION WAS WASTE ACTIVATED SLUDGE CIVIL. M--3- HEADWORKS ELEVATION SECTIONS AND DETAILS + CU COPPER O.D. OUTSIDE ;DIAMETER P.V.C. POLYVINYL CHLORIDE WjL WATER LEVEL t C.W. CONCRETE WALL C -1 EXISTING SITE PLAN M--4 GRIT CLASSIFIER DETAILS .3 C -2 PR POSED SITE PLAN M--5 SPUTTER BOX' PLAN AND SECTIONS c i a a 0 c` 72 0 CL a a 0 0 C4 AI 0 c J .C- CV za —> C--3 SITE LAYOUT PLAN M —E, SEQUENCING BATCH REACTOR EQUIPMENT PLAN C-4 YARD PIPING ,PLAN C -5 GRADING AND EROSION CONTROL PLAN M--7 SEQUENCING BATCH REACTOR SECTIONS AND DETAILS C -6 PROCESS FLOW SHEMATIC M -8 SEQUENCING BATCH REACTOR DETAILS C -7 HYDRAULIC PROFILE M -9 SLUDGE PUMP, DECANTER DISCHARGE AN EQ BASIN C -8 PLANT SANITARY DRAINAGE PLAN AND PROFILE EFFLUENT BOX DETAILS C -9 MISCELLANEOUS DETAILS 1 M -10 SEQUENCING BATCH REACTOR EFFLUENT FLOW CONTROL VAULT C -10 MISCELLANEOUS DETAILS 2 C -11 EROSION CONTROL DETAILS 1 M -11 FILTER AND BACKWASH WASTE PUMP STATION PLAN C -12 EROSION CONTROL DETAILS 2 M -12 FILTER SECTIONS C -13 EROSION CONTROL DETAILS 3 M -13 FILTER AND BACKWASH PUMP STATION SECTIONS C -14 PLANT OUTFALL PLAN AND PROFILE 1 M -14 UV DISINFECTION PLAN AND SECTION C -15 PLANT OUTFALL PLAN AND PROFILE 2 M -15 UV DISINFECTION SECTIONS ARCHITECTURAL M -16 UV DISINFECTION DETAILS A--1 OPERATIONS BUILDING PLAN M -17 CASCADE AERATOR PLAN AND SECTIONS A -2 OPERATIONS 'BUILDING SECTION Mr-18 SLUDGE DIGESTER PLAN, SECTION, AND DETAILS A -3 OPERATIONS BUILDING DETAILS M -19 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS A -4 OPERATIONS "BUILDING CABINETRY M--20 SLUDGE TRANSFER PUMP STATION DETAILS A -5 OPERATIONS BUILDING ARCHITECTURAL DETAILS M -21 SLUDGE LOADING STATION DETAILS A -6 OPERATIONS BUILDING FINISH SCHEDULE M -22 BLOWER CLUSTER PLAN A -7 OPERATIONS BUILDING MECHANICAL PLAN M -23 BLOWER CLUSTER SECTIONS AND DETAILS A -8 OPERATIONS BUILDING MECHANICAL SECTIONS A -9 OPERATIONS BUILDING CODE SUMMARY STRUCTURAL S -1 HEADWORKS FOUNDATION PLAN wl S -2 HEADWORKS PLAN AND SECTIONS 5 -3 HEADWORKS "SECTION AND DETAILS a S--4 SPUTTER BOX PLAN AND SECTIONS r _., SEQUENCING BATCH REACTOR AND EQUALIZATION BASIN S-5 PLAN o -' crop& SEQUENCING BATCH REACTOR AND EQ BASIN SECTIONS x S -6 : ; AND DETAILS ,. S -7 SEQUENCING BATCH RECTOR AND EQ BASIN SECTIONS AND DETAIL S -8 FILTER PLAN S -9 FILTER SECTIONS rva _a S-10 FILTER SECTIONS t 5--11 BLOWIER CLUSTER BUILDING PLAN LJ CL , S -12 BLOWER CLUSTER BUILDING SECTIONS AND DETAILS S -13 UV DISINFECTION PLAN AND SECTION 5 -14 UV DISINFECTION SECTIONS AND DETAILS ° `. ► JOB SITE „ s 5 -15 UV DISINFECTION COVER DETAILS y 0 3 ` 5 -15 CASCADE AERATOR PLAN AND SECTIONS S -17 SLUDGE DIGESTER PLAN, SECTION, AND DETAIL 5 -18 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS r S -19 SLUDGE TRANSFER PUMP STATION DETAILS - a S -20 STRUCTURAL DETAILS • z < ! • • ul 4 i DATE JUNE, 2012 i i ! G -2 t B{TT. BOTTOM EX I ST, EXISTING MFR MANUFACTURER STD. STANDARD rA""*'N Y", 1 Y_ T\ rc-"\ t B.W. BLOCK WALL E P. XPANSION MH MANHOLE T E N t?LE S L STEEL — _' C. S 12 S 12 M :. M G.I. CAST IRON F .E S F L ARED END. SECTION MIN MINIMUM STN TIN S A LE S W INTERIOR EXTERIOR C CENTER T O CE NT ER F.R.P. FIBERGLASS MNTG MOUNTING S.W. S WIDTH DETAIL REFERENCE E SC SECTICI CUT OTHER OF CUT ELEVATION ELEVATION V) C AP CAPACITY REINFORCED R CED PLASTIC C N.P.W. N. NONPOTABLE WATER S.W.D. SIDE WALL DEPTH EITHER , REFERENCE REFERENCE CIRCUu CIRCUMFERENCE FIG FIGURE N.T.S. NOT T O SC A LE Tf TOP OF J CL CLAY FIN FINISHED NO. NUMBER TCJ,CJ TYP. CONTROL JOINT, uj CLR. CLEARANCE FL. FLANGE D.C. ON CENTER CONSTRUCTION JOINT Gy CENTERLINE FLR FLOOR 0/0 OUTSIDE TO OUTSIDE THRD THREADS ED 0 INDEX O S H E ETS TRICK TRICKLING EX CLZ CHLORINE FTG FOOTING OPNG' OPENING } CLARIF CLARIFIER GALV GALVANIZED OX OXIDATION TYP TYPICAL SHEET SHEET Z CHEM. CHEMICAL HDWE HARDWARE P.E. PLAIN END U.O.N. UNLESS OTHERWISE NOTED N SHEET TITLE Nth* SHEET TITLE COL COLUMN HK HOOK PED PEDESTAL VERT VERTICAL I CONC. CONCRETE HORIZ. HORIZONTAL PL PLATE W.W.F. WELDED WIRE FABRIC GENERAL MECHANICAL CONST CONSTRUCTION H.P. HIGH POINT PLCS. PLACES Wf WITH G--1 COVER SHEET M--1 HEADWORKS PLAN C W o WITHOUT CONT CONTINUOUS HYD HYDRANT PROD PROJECTION — - G _ MAPS ABBREVIATIONS AND SHEET INDEX M 2 HEADWORKS SECTION AND DETAILS CONTR CONTRACTOR I.D. INSIDE DIAMETER P.S. PUMP STATION WAS WASTE ACTIVATED SLUDGE CIVIL. M--3- HEADWORKS ELEVATION SECTIONS AND DETAILS + CU COPPER O.D. OUTSIDE ;DIAMETER P.V.C. POLYVINYL CHLORIDE WjL WATER LEVEL t C.W. CONCRETE WALL C -1 EXISTING SITE PLAN M--4 GRIT CLASSIFIER DETAILS .3 C -2 PR POSED SITE PLAN M--5 SPUTTER BOX' PLAN AND SECTIONS c i a a 0 c` 72 0 CL a a 0 0 C4 AI 0 c J .C- CV za —> C--3 SITE LAYOUT PLAN M —E, SEQUENCING BATCH REACTOR EQUIPMENT PLAN C-4 YARD PIPING ,PLAN C -5 GRADING AND EROSION CONTROL PLAN M--7 SEQUENCING BATCH REACTOR SECTIONS AND DETAILS C -6 PROCESS FLOW SHEMATIC M -8 SEQUENCING BATCH REACTOR DETAILS C -7 HYDRAULIC PROFILE M -9 SLUDGE PUMP, DECANTER DISCHARGE AN EQ BASIN C -8 PLANT SANITARY DRAINAGE PLAN AND PROFILE EFFLUENT BOX DETAILS C -9 MISCELLANEOUS DETAILS 1 M -10 SEQUENCING BATCH REACTOR EFFLUENT FLOW CONTROL VAULT C -10 MISCELLANEOUS DETAILS 2 C -11 EROSION CONTROL DETAILS 1 M -11 FILTER AND BACKWASH WASTE PUMP STATION PLAN C -12 EROSION CONTROL DETAILS 2 M -12 FILTER SECTIONS C -13 EROSION CONTROL DETAILS 3 M -13 FILTER AND BACKWASH PUMP STATION SECTIONS C -14 PLANT OUTFALL PLAN AND PROFILE 1 M -14 UV DISINFECTION PLAN AND SECTION C -15 PLANT OUTFALL PLAN AND PROFILE 2 M -15 UV DISINFECTION SECTIONS ARCHITECTURAL M -16 UV DISINFECTION DETAILS A--1 OPERATIONS BUILDING PLAN M -17 CASCADE AERATOR PLAN AND SECTIONS A -2 OPERATIONS 'BUILDING SECTION Mr-18 SLUDGE DIGESTER PLAN, SECTION, AND DETAILS A -3 OPERATIONS BUILDING DETAILS M -19 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS A -4 OPERATIONS "BUILDING CABINETRY M--20 SLUDGE TRANSFER PUMP STATION DETAILS A -5 OPERATIONS BUILDING ARCHITECTURAL DETAILS M -21 SLUDGE LOADING STATION DETAILS A -6 OPERATIONS BUILDING FINISH SCHEDULE M -22 BLOWER CLUSTER PLAN A -7 OPERATIONS BUILDING MECHANICAL PLAN M -23 BLOWER CLUSTER SECTIONS AND DETAILS A -8 OPERATIONS BUILDING MECHANICAL SECTIONS A -9 OPERATIONS BUILDING CODE SUMMARY STRUCTURAL S -1 HEADWORKS FOUNDATION PLAN wl S -2 HEADWORKS PLAN AND SECTIONS 5 -3 HEADWORKS "SECTION AND DETAILS a S--4 SPUTTER BOX PLAN AND SECTIONS r _., SEQUENCING BATCH REACTOR AND EQUALIZATION BASIN S-5 PLAN o -' crop& SEQUENCING BATCH REACTOR AND EQ BASIN SECTIONS x S -6 : ; AND DETAILS ,. S -7 SEQUENCING BATCH RECTOR AND EQ BASIN SECTIONS AND DETAIL S -8 FILTER PLAN S -9 FILTER SECTIONS rva _a S-10 FILTER SECTIONS t 5--11 BLOWIER CLUSTER BUILDING PLAN LJ CL , S -12 BLOWER CLUSTER BUILDING SECTIONS AND DETAILS S -13 UV DISINFECTION PLAN AND SECTION 5 -14 UV DISINFECTION SECTIONS AND DETAILS ° `. ► JOB SITE „ s 5 -15 UV DISINFECTION COVER DETAILS y 0 3 ` 5 -15 CASCADE AERATOR PLAN AND SECTIONS S -17 SLUDGE DIGESTER PLAN, SECTION, AND DETAIL 5 -18 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS r S -19 SLUDGE TRANSFER PUMP STATION DETAILS - a S -20 STRUCTURAL DETAILS • z < ! • • ul 4 i DATE JUNE, 2012 i i ! G -2 wl S -2 HEADWORKS PLAN AND SECTIONS 5 -3 HEADWORKS "SECTION AND DETAILS a S--4 SPUTTER BOX PLAN AND SECTIONS r _., SEQUENCING BATCH REACTOR AND EQUALIZATION BASIN S-5 PLAN o -' crop& SEQUENCING BATCH REACTOR AND EQ BASIN SECTIONS x S -6 : ; AND DETAILS ,. S -7 SEQUENCING BATCH RECTOR AND EQ BASIN SECTIONS AND DETAIL S -8 FILTER PLAN S -9 FILTER SECTIONS rva _a S-10 FILTER SECTIONS t 5--11 BLOWIER CLUSTER BUILDING PLAN LJ CL , S -12 BLOWER CLUSTER BUILDING SECTIONS AND DETAILS S -13 UV DISINFECTION PLAN AND SECTION 5 -14 UV DISINFECTION SECTIONS AND DETAILS ° `. ► JOB SITE „ s 5 -15 UV DISINFECTION COVER DETAILS y 0 3 ` 5 -15 CASCADE AERATOR PLAN AND SECTIONS S -17 SLUDGE DIGESTER PLAN, SECTION, AND DETAIL 5 -18 SLUDGE DIGESTER DECANT SECTIONS AND DETAILS r S -19 SLUDGE TRANSFER PUMP STATION DETAILS - a S -20 STRUCTURAL DETAILS • z < ! • • ul 4 i DATE JUNE, 2012 i i ! G -2 • z < ! • • ul 4 i DATE JUNE, 2012 i i ! G -2 i DATE JUNE, 2012 i i ! G -2 : , > ' 11 I I I I . , - , ' F 1 1 \ "I k I ' ' ) , -- , I I / - "- ' c , ' { 11 i r``f p_ } , -x u > - : I 3 .„ - F O --" ! 11 I Y - " I-I I• • i i I i e i • • 4 r • f • i r s • i • r • • • • r • i i • • 4 i • e • • i i ii 0 i i I t , t, 11 I I a _ ,1 `:F rr ., -> „' - .,,. fir_. 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