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Home My WebLink About20011719 Ver 1_Site Plan_2001112925 0 r �_ �Wletl ,'lmyro 12 '2 H 12 ty \4 44 Ha 4 13 FoUct d 2 3 121 43 26 Greenville 13 2" Mr terVV'" n ti NORTH CAROLINA CLEAN WATER MANAGEMENT TRUST FUND PIE C 13 17 t — 1 Plymouth i mston ou ,\,,Edenton Roper 64 / Everette i Pormele J04,6v iyt' � Robrsonvift 13 6� 64 P JECT, AR ,5 �- B moa 171 0 \. 32O 99 Washington Pont* Son 33 26 on crimealand 43 w 9t t` ChmowW 99 92 I � 1 VICINITY MAP mpi MP I it =11 14f AIFI i;dak r fAfi NOVEMBER 2001 as w vno Jarahnee Bailey 1, CITYq0UNCIL "d4 Mary D. Nixon Mary Ann Byers Danny Wobbleton James Arnold Phillis Lu Simpson Solomon Downing CITY MANAGER Michael Lord The _ _ nntF n Company Engineering = Planning - Architecture Raleigh - Greenville - Hickory - Asheboro - - s 4 SEAL At /g Wk % TY D . `' Nov } a LOCATION MAP INDEX TO DRAWINGS ABBREVIATIONS NOTES T WIN ITEMS IN THE CONSTRUCTION OF THE UTILITY WETLAND J ADHERE 0 THE FOLLO G WETLAND AND A AREA LP LIGHT POLE APPURTENANCES UNLESS OTHERWISE NOTED, ~ COVER SHEET ABAND ABANDONED LT LEFT ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL. 2 INDEX OF DRAWINGS NOTES & LEGEND AC ACRES GENERAL A,F.F, ABOVE FINISHED FLOOR MAX MAXIMUM L EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY, NOTIFY UTILITY LOCATIN ~ WETLAND SITE/GRADING PLAN ITY LOCATING SERVICE TO AL ALUMINUM MECH MATERIAL 4 WEST WATER STREET STORM DRAINAGE IMPROVEMENTS APPROX APPROXIMATE MATL MECHANICAL MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR 70 COMMENCING )MMENCING CONSTRUCTION ASPH ASPHALT MFR, MANUFACTURER ACTIVITY, CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXIS THESE EXISTING UTILITIES, PLAN & PROFILE ~ Asst ASSEMBLY MH MANHOLE THE COST TO REPAIR THESE FACILITIES IF DAMAGED SHALL BE THE RESPONSIBILITY O z ONSIBILITY OF THE p AVG AVERAGE MJ .MECHANICAL JOINt ' ' 5 MONROE STREET STORM DRAINAGE IMPROVEMENTS ARV AIR RELEASE VALVE M~J MINIMUM CONTRACTOR, Az AZIMUtH MON MONUMENT 2, PROTECT EXISTING PROPERTY CORNER MARKERS, REPLACE DISTURBED PROPERTY COR P TY RN R Y A PLAN & PROFILE )ER Co ESB w AWWA AMERICAN WATER WORKS ASSOCIATION REGISTERED LAND SURVEYOR, N/A NOT AVAILABLE s WEST WATER STREET ROADWAY IMPROVEMENTS ~ B-B BACK OF CURB TO BACK OF CURB N NORTH 3, TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTII OF THE UTILITY, MINOR BLDG BUILDING NAO 83 NORTH AMERICAN DATUM 1983 ITEMS SHALL INCLUDE, BUT NOT BE LIMITED T0, EXISTING SIGNS, MAIL BOXES, STORM 51 PLAN & PROFILE :S, STORM SEWER PIPES, BM BENCHMARK NC NORMAL CROWN SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES tUNDER 3 INCH IN OIAJ, REINSTALL ITEM! BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRb JsTALL ITEMS to THEIR 7 BYPASS STRUCTURE DETAILS BOt BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY ORIGINAL CONDITION, TREES ANO SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT )F EASEMENT AND $ PUMP STATION SITE PLAN AND DETAILS Bw BARB WIRE No, NUMBER RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE HOME OWNER, INCLUDE COST IN iDE COST IN THE PER NTS NOT TO SCALE FOOT COST OF THE UTILITY BEING INSTALLED, 9 ELECTRICAL RISER AND DETAILS CsWG CURB AND GUTTER NOM NOMINAL ce CATCH BASIN NwL NORMAL WATER LEVEL 4, SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHE G AND OTHER STRUC- 10 EAST WATER STREET STORM DRWNAGE IMPROVEMENTS/ ~ CENTERLINE TURES DURING CONSTRUCTION, REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION . CONDITION AT NO CIP CAS1 IRON PIPE OC ON CENTER ADDITIONAL COST, EROSION CONTROL DETAILS CI CURB INLET 00 OUTSIDE DIAMETER 'ULL WIDTH OF UNPAVED MISCELLANEOUS DETAILS CLEARANCE o/H ovERHEAD 5, 4 INCHES OF NCDOT N0, ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH CLR CM CONCRETE MONUMENT ORIG ORIGINAL DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 15 FEET PAST FEET PAST tHE OPPOSITE cMP CORRUGATED METAL PIPE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND ROADS DI I a Z JD ROADS D STUBBED ~ ~ 3 CMU CONCRETE MASONARY UNIT PC POINt OF CURVATURE Co .CLEAN OUT PEO PEDESTAL DURING CONSTRUCTION, r N O t0 = coNC CONCRETE PE PLAIN END 6, OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, ANO CURB AND GUTTER, REPLACE CURB ANC ~ ~ ~ .E CURB AND GUTTER cv CoNT CONTINUOUS PI POINT OF INTERSECTK)N WITH NEW TO MATCH THE EXISTING CROSS SECTION, PROVIDE PAVEMENT PATCHING P O ~ PATCHING PER DETAIL Z w CONSTR CONSTRUCTION PIV POST INDICATOR VALVE ~ m CONTR CONTRACTOR P PROPERTY LINE 7. FOR NCDOT STANDARDS SEE SPECIFICATIONS, ~ ~ w w ~ w CoR CORNER IMP POWER POLE 8, EX, WETLAND DISTURBANCE SHALL BE MINIMIZED, EX, WETLANDS SHALL ONLY BE DISTUR Y BE DISTURBED o ~ o ~ cPaL CAROLINA POWER AND LIGHT PRV PRESSURE REOUf3NNG vALVE IN LOCATIONS SHOWN ON DRAWINGS, THE CONSTRUCTION LIMITS IN THE VICINITY OF TI a o z vii ~INITY OF THE CULV CULVERT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE EX, WETLAND WILL BE ENFORCED, ~ Y 0 D DEPTH PT POINT 3 ~ ~ DI DROP INLET PVMT PAVEMENT DIA DIAMETER SANITARY SEWER DIP DUCTILE PON PIPE R RADIUS i~ DIM DIMENSK)N R/w RIGH1 OF WAY 1, LOCATE NEW MANHOLE CENTERED OVER EXISTING SEWER LINE, DITCH DISCHARGE RCP REINFORCED CONCRETE PIPE 2, NOTIFY OWNER 48 HOURS IN ADVANCE OF MAKING tIE OF NEW GRAVITY SEWER TO E r m T ANH m m DIST DISTANCE REF REFERENCE SEWER TO EXIS LNG M OLE, !A ~ Y 3, CORE EXISTING CONCRETE MANHOLE FOR CONNECTION OF NEW GRAVITY MAIN, PROVIDE DOT DEPARTMENt OF TRANSPORTATION REQ 0 REQUIRED dAiN, PROVIDE o o ~ Dw DOMESTIC WATER RET RETANNNG FLEXIBLE PIPE CONNECTORS (CONFORMING TO A5TM C923) TO EXISTING STRUCTURE, ~TRUCTURE, ~ DELTA REV REVISED o RP2 REDUCED PRESSURE 20NE 'c,, ~ E EAST RPM REVOLUTIONS PER t~gNUtE ~ EA EACH REIN RENFORCED o ~ o EFF EFFLUENT Rt RIGH1 EROSION CONTROL a . f.~ N EIP EXISTING EtON PIPE i, INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING PIPES AT DISTURBED AREAS, 3E0 AREAS, ; ~ ,i EL ELEVATION S/W SIDEWALK ELEC ELECTRIC SAN SANTARY 2, INSTALL SILT FENCE AROUND SPOIL PILES, EP EDGE OF PAVEMENT ScH SCHEDULE 3, PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING I D STAGING AREAS AS '~~+urtu~~~ EW EACH WAY SOMH StORM DRAINAGE MANHDLE APPR V 0 ED BY ENGINEER, EX EXISTING SF SILT FENCE XP.JT. EXPANSION JOINT SHt SHEET 4, PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVI' E tBING ACTIVITIES WITH a z S SOUTH SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITION; E CONDITIONS, ~ F,F,E, FINISHED FLOOR ELEVATKN SPECS 5PECPICATIONS 5, REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WItH EQUAL OR GREATER AMOI 0 tEATER AMOUNT of SURVEY UTILITIES FG FINISHED GRADE SQ SNARE ~d v I- FH FIRE HYDRANT S5 STAwLESS StEEL RIP-RAP WITHIN 15 DAYS OF DISTURBANCE, EXISTNIG NEW EXISTING NEW Z FIN FINISH sT STREET 6, WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLEt PROTECTION EXISTS, CLA ~ W EXISTS, CLASS 1 POWER POLE ~ BENCHMARK j7 ~ w FLG FLANGE stA STATION IP-RAP H P AROUND PIPE OUTLET A5 DIRECTED BY ENGINEER, R S ALL BE LACED :ER. °z W FM FORCE MAIN STD STANDARD TEMPORARY BENCHMARK LIGHT POLE ~ 1 0 D BY ENGINEER, 2 ~ T CTION SYM SYMBOL 7, PROVIDE EROSION CONTROL MATTING IN DITCHES ANO SWALES AS DIRECTED BY ENGINI FP FIRE PRO E ® CONCRETE MONUMENT -3 GUY WIRE I- Z Z FPS FEET PER SECOND O ~ 4. -W C GAS MNN O FT FEET 1 TANGENT ~ - FTG FOOTING tBM TEMPORARY BENCH MARK TCP TERRA COTTA PIPE ~ IRON PEE W EROSION CONTROL G GAS TDD TEMPORARY DIVERSKIN DITCH ~ ~ ~J ® HUB k TACK ~ W ~ GA GAGE TEL TELEPHONE EXISTMG NEW F- GALV GALVANIZED TEL PED TELEPHONE PEDEStAI e NAL ~ W Q ~ IT H ...r ..r. ~ w GM GAS METER TEMP TEMPORARY . o c i SwALE O 3 o NAx k CM O GPM GALLONS PER MINUTE THK THK3( STONE CHECK DAM ~ ~ (,1J ® PK NAN. GR GRADE TOC TOP OF CURB 3 O X F-- GV GATE VALVE TOP TOP OF SLOPE + SPOT ELEVATION O ~ I" W INLET PROTECTION O GYP GYPSUM tOW TOP OF WALL I" ~ ~ D z Z TP TELEPHONE POLE SEWER o ~ ? SILT FENCE W U ~ HCP HANDICAPPED TRANS TRANSFORMER EROSION CONTROL CONSTRUCTION SEQUENCE EXISTING NEW z Ht HEIGHT TYP TYPICAL TEMP, SEDIMENT TRAP t O ~ HoR HoRItoNTAL 1, OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL, 'ROYAL, O MANHOLE • ~ ~ 3 ~ U HP HORSE POWER U/G UNDERGROUND z o CLEAN OUT = HWA HIGH WATER ALARM VC VERTICAL CURVE 2, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INOICATI HWL HIGH WATER LEVEL AS INDICATED ON M HYDRANT vCP VITRilEO CLAY PPE THE DRAWINGS, INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS HYD I N AN , ss SEWER LINE 3 NO PL S VERt VERTK;AL FORCE MAIN to INSIDE DIAMETER va vauME 3, NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT(252) 946.6481 FOR SITE IN! FOR SITE INSPECTION 13 PLAN SHE T MARL( R E E IN INCH vPC VERTK:AL POINT OF CURVATURE PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS, STORM DRAINAGE IN/HR INCHES PER HOUR VPI VERTK;AL POINT OF MITERSECTK)N e EXISTING NEW INF INFLUENT VPt VERTK;AI POINT OF TANGENCY 4, ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS, 'ERATIONS, TNT INTERSECt p MrI.ET ~ INV INVERT w/ WITH 5, MAINtAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF STORM I OF STORM p FLARED Eta SECTION ? IPS IRON PIPE SEt WL WATER LINE JFALL EVENT AND WATER METER DRAINAGE AND GRADING OF WETLAND, INSPECT DEVICES AFTER EVERY RAINFALL EVENT ISL ISLAND WM Q MANHOLE • wT wEK~iT CLEANOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL, ~ JUNCTION BOX WV WATER VALVE wTP WATER tREATMENt PLANT 6, AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS WATER En ineerin :VICES AS g g ;TED BY ENGINEER, EXISTING NEw KwY KEYWAY wwF WELDED WIRE FABRIC INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENf WWTP WASTE WATER TREATI~Nt PLANT Planning LF LINEAR FEET 7, SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) WORKING DAY5~ D4 WATER VALVE L LENGTH YI YARD ~Er A, UPON COMPLETION OF ANY PHASE OF CONSTRUCTION, o WATER DIETER • Architecture B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN p BACKFLOW PREVENTER ~ THE ABOVE TIME FRAME, ~ pL~ 120 North Boylan Ave. Raleigh, N.C. 27603 ~ YARD HYDRANT 8, AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER, UPON AFFRONT ON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA S OUT AREA FITTNG since ts3e AIJh CF~n eNn w u cu pFRAIeNFNT FR~~I~N CANTRnI nFVIr.FS sNal I RE INSTALLED i INSTALLED AND . w WATER MAIN APPROVED BY ENGINEER. SHEET NO. 2 OF SHEETS - I ~'J I , , ~I , SS "Ifi~ - ~ , f,, ~ _ _ / \ r / ~ - _ ' _ er ' ~I ~ I - f, EX. CDNC, 1 ~ ~ ~ I - - _ - - _ I _ \I + FIRr~T FLUSH LINE I I EX. CONC. .r- CONSTRUCTION LIMITS / SS _ _ _ _ _ ; ~ _ _ _ , I (S E SHEET 4 y , N W 15" RCP I ~ y, - , i ~ ~ ~ I EE SHEET 5) / I / ~ ~ ` - - - - - - - l~ i " y`. EX. CONC. I FOR ROADWAY ~ k ~ ,1 I I ~ / I ~ / / ' l ~ / ~ - - - - ~ ~ EX. CONC. ~ I ~ ( , + r ~ ~ EX. CONC. I I / , I I ' / ~ \ I EX. CONC. ~ ~ i ~ ~ ~ ~ ) ~ I I ~ / N 10,365.69 I , / S ~ E~` CONC. ~ I Ex. CONC. ~ , N 1 ,351.6 ( ' ( ~ E 10 803.69 / / E~` CDNC, i 1 ~ ~ j '.i ~ i ~ E 10 756!30 ~ ~ Z / , ~ 1 ~ EX, WETLAND \ I ~ ~ ~ / \ ~ _ ~ ~ o - I , + ~ - BOUNDARY I / , / ~ / \ I / r / ( `,l"_'" , , is. r' 1 EX. CONC. ' ~ ~ / M~ ~ IlY V I i F, - f H HOU ING AUT ORITY ~ ~ ~ r,~ ~ / , / ij _ I , I - 1 / r\ ~ - ~ I WEST WATER STREET , , ~ , ~ ~ , ~ , ROADWAY IMPROVEMENTS ~ ' , / ~ , I,. ~ _ _ _ _ - 0 x - I (SEE SHEET 6) / ! I / rr ' - ` ~ ~ f _-a x N II ~ ~ x ~ I I - - - X - I , _ - - , _ x , I l.~ I _ 9, 1 TEMPO ARY , I I ~ ~1 1'"\ Ex, 24 RCP ~`-f ~ r INV, -1,98 i / ~ I ~ ~ ~ ~ ~ EX. HSE II I I ~ : I }J / / / ~ 1 \ ~ - - v ~Q , I wET INLET I I ~ ~ ~p~~% ~ / ` N 10,290.22 ' / / - - ~ a Z I STRIJ T RE , , ~ ~ ' I I ' ~ E 10,022.40 ~ ~ - '.l ~ ~ ~ r_ %r~ _ i- _ ~r,~,~-.( u'1 , r $TA; 9+8 .52 I ~ ~ I 1 ,-rte i~ a o / Y I 1 L I - ~ I (SEE SH ET ~ I / I / / ;.,fi - yr, / / ® \ ~ ~ ~ AIJ~ INLET ~ ~ [7] , WETL rn, + , ~ , I I l -r ` ~ I BEGIN EXCAVAT N ~0 TCH (SEE SHT _t0---, , ~ ~ ~ ~ I ~ ~ I ~ - ~ ~ ~ ~S ~ ~ i ~ ~CAVAT N F0~-~Yp',-~fiIONS) r , f/ / EX. WETLAND BOUNDARY ` ~I 'STA. 718, 0 r 1 / AS D LINEATED BY THE 1 ~ ' 1 I I-! Ex. Catch Basin ~ , / / ~ E EX, WETLAND 1\ - I I ' ,•'1~` ARMY CORPS OF ENGINEERS> I i- 1 { \ X.~-- U I _ _ - ~ I + ~ 1" ~ ~ 1 EX. BLDG , J I Top Grate • 0,97 Ex. Catch Basin \ ~ _ _ / - - _ _ _ Inv. • -1.29 ' Top Grote • 0.54 j I . I , ~ ~ I I ~ N ~ I ~ r ~ 5.32 ~ ~ I ~ ~ _ U1 cp ~ / Inv. '1.75 1 ~ __ti _ _ k;;;';'>,"- ~ ~ CONSTRUCTION LIMITS/, ~ip~ - ,ri ~ ! , ~ I 1 / ~ N 10,25 10 CLEARINQ-L~IMITS ~ nSE . ~ I N 10,25 10 ~ / ~ I I - ~,A / ~ ~ ~ _ - , r ~ I, N 10,242.49 I I,~' i~ I E 10,514.3~~~ r E 10 073.61 ~ I ~ , o I I ~ - --T ~ I ~ Z W 4.3~~ 1 II E 10.51 _ ~.I- ~ ~ + ) 1 ~ r- -1 , ' o ~ , , / I , I m 1 / ~ ! / \ ~ RMI / ' rn , 1 I I ~ , I I ~ ~ / Ex. 24 RCP ~ ~ i T,B,M, NAIL SET , / Inv. -t41 _Q. I EASEfti RMANENT ~ I I _ i t w w T pfd EASEMENT r , 1 I i I A~ ELEV. • 1.95 ~ /r'~ / r r _ I, I (WIDTH VARIES) / I a R ` i I a o Z uoi N • 10,22493 / r ~ l I I___--- ~ \ ! r _ /r G / r I P E ~ t x I _ _ ~ I I ter.... I I ~ , - - - , E • 10,000,00 ! / ~ I - s / _ _ - , r~ II o , i .~r+.. _ (n I ~ / , , ~ 1 ~ p~ ~ 1~ - ~ - 1 I ,r ~ , I ~ ~ -~1~ , , - - I i I ~ 1 I 11 ,S-T~UCTURE-' ~ ~ cn,- ' , I, , _ , G ~ ~ I L I o / / CHURCH ~ I , r- ~ I , I I ~ ~ I ~ i ~ / / \ I I p~ j ~ ~ / 1 / I } m r 1 I ~ (SEE QEIAIL - , = I i 1 1 JRABBI 1~, - _ "I Y~ / ~y I SHED , - R I I y _ L~- - nN/ ~ PE , P E I m SH D ~ _ / ~"~T - - - - J 1~-- U ~ / l~ I I m I ~ S ~E'T I' ~ , I O / - /I 1 , / , I i 1 z I I Z f or--- ~ ~ ~ ~ ~ a----_ I ~ Y Q F" I _ ~ , ~ I • I _ I ~ I I o o ~ 1..1J,- U1 - , I' ~ , I J ,1 ~ M NR 1'. III ti~ ~ T 1 0 OE S I I i I s~ NI _ - ~ _ I 1 EX. WETLAND r / ~ - ~ 1 I ~ / I~,.,~.... , _ _ I fl- _ _ / ' o U _ - ~ ORM DRAIN GE ~ , , - ~ - I 'ice /~i / , l II IIIIIIIU!!// I / - - I- I r' i / ~ I i I BOUNDARY I ~ \ / J~_"\~._ I O , f' ~ 1 ~ v Y ~ T , / ~ ~ / x ~ _ , IMPRaVEMENTS ~ I I ll,, h i I , i I RABBIT / I , / _r , i + ~ I ~ a ~q, ~ i 1 x ~ , 11, (SEE ~EET 5) I P .,N ~ PEN , , _ ~ ,~I ,q T.B.M. - NAIL ~T ~ + ~ I I Via,. 0 ; , ,1~M, Alt. SE (Y 1'~. , r ~ L,.~_ I L_- - - I ~ - TEMP01 X / J I l.,d' fi , EV, 9,39 , ~ I ~ti ~ TEMPORARY _ _ / ~ ~ ~D , : o; a , . / I / ' El,f~ ~ 5,18 , ~ - HE ~ , C9NSTR1ICTION f- I - I N 1 ,170,59 ~ ~ , : a~~ z o. r ~ 10 L1ff75 I m ~ - , ' ~ ~ASEMI ~ - E 10,243~5~ ~ - - I ,'F i I / E ~ 10 9.60. ~ I : v. ~ _ ' ~ASEMEN~, , ~ ~ ~ ~ -(rs / o I , I , ~ I - ~ (WIDTH ~ L, cwloTH vARl~sr k ~ - I ~ ~ ~ stio~, ; I i EX. HSF ~ U ~ ~ : ~ • d d ' ~ I I I ~ _ _I - I~ ~ ~ ` -I I HO~~fiP~ ~~THQRI~'~ ~ _ _ - PLY~lOU ~ I _ ~ , ~ I I _ OU ti , , P ~ ~ ~ I r I Q _ _ I - .I ~OF , I N ~ / , , I -I ~ , ~ III 11 I , , , ~ ~ ~r 1 -II- J / ~ \ I SHED ~ , ~ , ~ ~ ~ 6 + Q r I/ ~ 3 i Ill / , / / , I J-f / ~ 1 I ~ Z ~ , . I ~ , I I ~ - - , , / 1 I ~ O ~ ~ , / \ ~ ~ ~ L III W , / / i' ~ 1 ~ 1 I~\ , r I / ,1~ , , I ~ U~ 1 I ~ \ it ~ III ~ , ~ / / / - / ~ I ` 1 ~ k III ~ r I / ' I / _ v /i'I I 1 ~,I 7 X I , ~ I I ~ ~ , ~ C~ F- - I I ~ , - r I ~ z 77 b I I I / ~ ~ 1b , , ~ ~ 1 ~ . 7 I I / i i ~ ~ 7 / m n/ ~ J I I t` ~ EX. HSE ~ ~ l _ ~ I v ~ L1- / I ~ ) W / ~ 1 , ~ ~ 1 I - ) I I / i Q .INTERS TION ~ / I - \ , ~ I I ~K, NAIL ~ ~ 'I, ~ o ~ OF W, WATER STREET r'jpl ~ r ~ I EX. HSE + I Z W ~ ~ ! ! I I ~ ~ ~ / ~ . > ~ r Z I .I I I h / I ' 7 , WEST MAIN SI, / \ \ I- I ,I ` ~ ~ Z I t ~ o ~I - - - - 10 000, ~ I , ~ I ~ ~ ~ ~ I 1 ~ EX. CONC. 77 ~ , _ _ EX. HSE (n 7 / _ _ ~ i I _ - I / I ~ , I ~ / , , , ~ , , I 1 EX. HSE I I EX. HSE I ~ W J ~ t ~ I I / / / / / / 1 r ~ ~ v , I _ _ n. - r _ - r-- ~ I ~ / I ! r / \ / I I - - s - I _ r ` Q , - EX. CONCI S/W 1 I ' ' I I \ I , ~ / / / , \ 1 ~ ` , / \ _ +~2. - 136 0 3 W w P _ ~ ~ _ , I I I I I I I S _ - 4 _ I - I O ~ _ 3 1 I I ` I I I I - - 1 i I I M _ - I I p ~ I- 1 I I i ~ I I _ I 1°~-----~----------1-------- I ~ I 1 1 I I I -y ~.~,._~..__--___.1._-_-_.__.____..-_J--.~_-.._..~~_.-.___ - I I ~ I z I 1 I I , I I O I I I ~ I I I I ~ 1 1 I ~ I I I es am ree I f I rJ ~ Q .,..r----' ' ~ ~ I-- J _ - - I + l Z ~ E- I o I ~ 3 W ~ ~ ~ ~ • - I I o U - 3 \ i I I I ~ I I 3 I I I I I II CURVE TABLE I I 1 I I 1 II I CURVE LENGTH DELTA RADIUS DIRECTION CHORD I ft ft ft I e I I I C3 31,24 17.54'04" 100,00 S75° 34'06"W 31.12 1 C4 38,37 21' 59'04" 100,00 S55° 3732"W 38,14 I, I I` I C5 32,78 37° 34'06" 50,00 N63° 25'03"E 32.20 I I I t I Engineering . MATION~ BENCHMARK/STAKEOUT INFOR NOTES 5 , RI NTAL AND TEMPORARY BENCHMARKS PROVIDING HO ZO 1. 100 YR FLOOD ELEV, DUE TO REGIONAL STORM • 8.5' Pianning WIN T,B,M, VERTICAL CONTROL ARE SHOWN ON THIS DRA G, (ROANOKE RIVER FLOODING) I 0 AT D ON SHEET 4 ..X.~.:.E. _ 2 S L C E _ f=R~-- r ~ Z T ENERALLY Architecture 2. WETLAND INLET DITCH SHALL BE CONSTRUC ED G W - STAKEOUT COORDINATES BASED ON LOCAL COORDINATE ALONG THE ALIGNMENT SHOWN, ALIGNMENT MAY BE SHIFTED 120 Narth Boylan Ave. 0 z , SYSTEM PROVIDED ON THIS DRAWING. SLIGHTLY TO MINIMIZE LAND DISTURBANCE ALONG DITCH AS ; N.c. z~sos Rale gh, - I VERT; OF ~d > . Q =M Q , NECESSARY. NO LAND SHALL BE DISTURBED BEYOND > I LET QITCH ~ ~ I~ I~ ~I . , ....Q ~ , ~ ~ PERMANENT BENCHMARK IS NCGS L 25 ,NCGS L 25 THE CONSTRUCTION LIMITS Since 1938 ~r' wao , w N; x ao ~ ~ ; LOCATED AT THE INTERSECTION OF MAIN STREET AND 4~ ~ _ -g "'n i 12 (j z Z ADAM STREET) SHEET N0. [Al ud~ m n? i i NGVD 29 ELEVATION - 6.426 meters (21.08 feet) D HORIZONTAL COORDINATES FOR THIS HOR:1"~50' NO PUBLISHED -10 VERTU 1"•5' MONUMENT. 3 10*00 ~ 1100 12*00 13+00 OF 11 SHEETS ANDON EX. 8" SAN, SEWER AB BY PERMANENTLY PLUGGING H ENDS OF SEWER LINE, BOT RECONNECT EX. SEWER SERVICES TO EX, 12" VC USING CAST IRON SOIL PIPE, USE STRAP-ON Y-FITTING AS APPROVED BY ENGINEER, I u u I I ii ~ II I ii I I fn ii Z 11 I ~ II II o u 11 I ii Ex. SSMH 11 BYPASS I TOP 5.35 Ilm I 11 ii wv, -0,1o x STRUCTURE •2 I 11 EX. SD MANHOLE ~ x W x + >II N STA, 14 10,86 TOP 10.17 II ~N e ~ c , BYPASS BYPASS Q! N x TRUCTURE •4 y S p 1L186 21 26 J INV. 5.47 (IN) roll EX. SD MANHOLE 1`~ .4.17 (OUT) I STRUCTURE •3 INV I N ~ (6' ID MANHOLE) • OP 5.69 11 EX. SSMH kll ~ T,B,M, 2 o E I w STA, 16 26,27 IN I) ~ STA, 20 73,74 EX. SSMH w INV. 1.04 (EXJ TOP 6.11 11 o , u FIRST FLUSH L E EX, SPINDLE ~ INT, z ~ ~ _ II x.180 00 00 70P 5.72. p w INV. 0.31 {PROP.) EX. CB INV• 0,79 5 ~ OF MONROE STREET INV• 0.37 0 3 INV, ~N L5 q s EX• EX. BLDG. I 5.21 ~ II EX. SSMH ~ EX. CB EX. BUILDINGS AND WATER STREET ~ ~ TOP fPROP.I ryry EX. CB BLDG. EX. CB EX. BUILDINGS m INV. 3.25 N I TOP 9.44 - - %-x-x-x->~x-X-X I X-x x x-x-X TOP 6.33 I NGS TOP 12.63 TOP 12.10 I ELEV, 5,77 X- I T EX. CB 11 INV.3J1 INV. 5.91 - INV, 0.28 INV~8.31 - - ,,,r - r.. NOTEI ~ II - TOP 4.70 - - _ .30- EMPORARILY PLUGGED FIRST ~'LU5H LINE SHALL BE T SS EX. 12 VC DURING CONSTRUCTION UNTIL WETLAND INLET & k EX. 8" EX, 8" EX. 12" VC EX. 8" _ „ SS S SS SS SS ~ h ~ EX. OUTLET STRUCTURES AND INLET DITCH HAVE BEEN EX. 12° ss CONSTRUCTED, WOODEN STOP BLOCKS IN BYPASS EX' 8 ss EX. 12" m m EX. 8 ~ EX. 8° T B'E INSTALLED UNTIL PLUG5 w w- STRUCTURE SHALL NO -------J EX. B II ~ w w 50MH •1 f7' ID) w w `-w - HAVE BEEN REMOVED, p 8 . II STA. 11 52,35 ~ - II X. C EX. CB o ~1 EX. CB 3 X.C _ 1263 35 _ _ _ _ _ 11 TOP 9.38 ~ - - - 2 T6P-'1f84- II TOP 12.11 - I INV. 2.79 EX. SD MANHOLE INV. 6.08 EX. BUILDINGS - ~ EX. SSMH EX. SSMH INV. 8.34 BUILDINGS TOP 12,27 II O O EX. SSMH ~ In ..aa, I TOP 6.69 I I FIRST FLUSH I INV. 2.69 TOP 10.08 II I I EX. BUILDINGS INV. 7.27 EX. SD MANHOLE II I TOP 12.72 ~ N ~ , LINE EX. BLDG• EX. BLDG• INV• 3.53 II I INV. 0,40 r' ~ TOP 12.72 ~p _ VIN. 6.52 (NE) II N EX. PARKING EX. BLDG• BYPASS ~IIp IN ~ r_ INV. IN 5.62 (SW) II EX. BUILDINGS N , LoT ~ • EXTEND 8 DIP SAN, I > I STRUCTURE 1 WER TO EX. I I INV. IN/OUT 4.92 (S,N) I Z W ~ ~ sE . II- 1 X cB STA, 1191,56 MANHOLE ~ 0,40'. ~ ~ cD I II. mow X N I F. ~ 2 , it • 1 E e i u "i1 TOP 4.29 X180 00 00 k w `h II V W W in k ~ W 1 t, i INV. 0.11 cEX.) (SEE SHEET 9 W II , cD ~ I I 1 , N 10,365.69 ) x I INV. o.so (PROP.)FOR STATIONING f4' ID) , ' y I 'II W - - - O 1- O Q WETLAND INLET E >o.aa3.s SS MANHOLE u 5 1 ` x a o z~ III w • ~ INFORMATION) R, 0 STRUCTURE 1 ! II ~ II STA, 9~$3~52 INV, IN • 1,85 ' ~ I INV, OUT • 1,65 I II I EX. SD MANHOLE II - I I m Y 0 fSEE SHT 10 . , ~ NEW 15 RCP k , ~ TOP 12.08 I 7 ~ 3 P' ~ INV. 6.33 R W FOR DETAILS) .m;; w fSEE SHEET 5) II 1 WETLAND INLET ~x,•«-~x~''x' ~ II IQ 1 1~ 1 0 I I r`~" CHANNEL (SEE I ~D I ; I t;n 1 1 a ~ m SHEET 3 FOR m m ~ F TRASH REMOV so y DESIGN IN 0,) Ri STRUCTURE EX. sD MANHOLE ~ V1 ~ Y 1 M~ W 3 = `a+"1 TOP 10.77 I I STA,10~32,91 I cD I Q I I Q p p U x•98° 50'15,6" ro INV. s.7o I EX. 12" O ~ ~ x~x ~ `1`+ 111111111' Jul ~ e~x I I , I 111 ~ • MONROE ST, STORM DRAINAGE IMPROVEMENTS 0/ O w~ + • \ fSEE SHEET 5) Q~y ~i~r v:~ y~ y ~ ~~'apd~ do..,d N 1 X111 11''lnnnn Q Z J O U) v I- Z , = Z W W , ~ ~ ~ O E"' . z W W , . W . z W W O . ~ ~4,J . ~ . . , 5 . 2 _ . . . , . . , . ~ . , ~ , ~ ~ 25 , , ~ ~ ~ , ~ - o , , , ~ w n. W w , 0 d W ~ aS 3 aC o Q . M , . , 3z 20 . • z z ~ . W , , ~ a Q F.. , v,* O~- ~ N ,r 1 Z 0 . ~ V . O~ , ~ ~ W , • , O ~ . Q.d;d U 15 ,n }p. ,p I- ~1 UI ;F- Z ~ U + • , O ~ ~ • ~ ......t 0 ......t...... ..,~.i... v ~ ~ .~D... , -y- ~ ao a a. a ~ - 1 - RADE _ - --r _ (A ? IA7 ~N - , , . ~ , . $ J ~t7 O • ~ r y~ Z KI IA ~ J 4 U'1 ~ r" Q Q. ~ . , . . ~ .s.. Ul F- i- , : . . . . ~ Q ~ :NEW ' SAN. SEWER , . EX. 1j" VCP „ „ 5 15 x ~ 24 INFORCED ~ ~d a ~ - , . e , rr d a qc I- o ~ - _ _ . 5 W , U ER f 'MINIMUM , RED ~ . ~''y ' ~ EX. 8" SAN. S ~NER .EX. 12 TORM ; ~ H ~ ~ -..,1 RCP ANtlONED) , ' (TO B AB ~ ~ ~ , LENGjH AS NECESSARY ' .TO.~M.P.IP.E ..0..1.4! . EX 6 WAl';ER ~ ' .;....EX,.2..S 'PAR"~1AN11>: 'Cl'I)R~Rr RCP , 447,4;7 LF F 24. , 1. 0 EX. 1 SAN, SEWER EX. 8" N. SEWER , 49,39; LF 0 0, 4! „ . ;N 36" RCP ~ ,20/. • 0 ~r ~ . . N , N 15,41 LF OF: N; N 2 " h . , n n ( r? ~ , . ~n ineerin . 9 .o ~ .3f~..RCP. ......o.~.~.~v. •o;ri . ~'1:F' M N «r ~ . , , ~ r - 5 Plannin ~ 9 u ~ X r ~ r. „ EW 24 x38 RCP : o ~ , W h 119,44 F OF; N M a ~;a o cu ~ , - 5 ~ " . , ~ , , ? , , o ~ , Architecture _ o en Ave. 120 North 8 Yi N c0 ..r:i..., -LJ. .k.... Z ..N. M ~ . Z 7 N ; ul i ~ ~ Ralei h, N.C. 27603 10 8 ,N Or,^O ~ ZODy;~ , r _ , Since 1938 - O - :N , J , W W ~ 1D ~ ~ , ~ it , >3 >no ~ Z N . _ SNFFT N~. . w....3 ~!~.l..j ~1.4~LA.Y.k -lb 3 RCP: Q 00% > y . in -15 Z Z> 7-Z z- . ; . ; ; ; . 0 HEETS . OF S _2p • 15+00 16+00 17+00 18 18+00 19.00 20+00 21.00 10+00 11+00 12+00 13+00 14 00 EXISTING STORM DRAINAGE STRUCTURE SCHEDULE EX. SSMH TOP 10.08 INV. 3.53 STRUCTURE =EX, TOP EX. INV. TOP INV, CB 1121 4.70 1.9D n!a n/a SDMH 1112 5.69 1.D4 5.69 See Profile SDMH 1008 3.88 0.08 n/a n/a CB 1006 3.79 0.11 3.79 0.60 CB 963 2.88 0,82 3,20 0,82 d- CB 986 5.38 2,14 5.38 See Profile CB 989 5.17 2.63 5.17 2.63 SDMH 1635 15.35 7,85 15.35 7.58 C8 1633 14.78 11.78 14.78 11.78 ~ EX. SSMH TOP 6.11 ~ CB 1632 14.83 - 14.83 11.83 Z wv, 3.55 ~ FIRST FLUSH LINE CB 1631 14.47 9,82 14.47 See Profile _ _ ~ (SEE SHT 4) CB 1628 14.44 11.16 14.44 11.16 EX. 10 VC ~ (q x r'y~ SDMH 1764 15.93 8.54 15.93 8.49 I CB 1991 14.29 11.23 14.29 11.60 W p REMOVE & REPLACE EX, 15" VC CB 1816 14,29 11.69 14.29 11.69 ~ x EX, 5AN, SEWER PARALIEI TO MONROE STREET CB 1831 14,58 11.79 14.58 11.79 194 1945 ~ TO BE ABANDONED x WITH NEW STORM DRAIN AS CB 1842 14.55 11.93 14.55 11.70 _ _ _ - ~ (SEE SHT 4) INDICATED _ _ - - EX. 10" PVC 1947 s Q CB 1914 14.54 11.40 14.54 11.40 ~ EX, 15" VCP BETWEEN EX, I I CD CB 1975 14.34 11,59 14.34 11.50 .N EX, • I y SDMH 1916 14.93 10.13 14.93 See Profile ~ ~ t~ BYPASS CB X1631 . • ~ SDMH 1635 AND 1764 SHALL SDMH 2 II 1764 SHALL TA 40.88 76 CB 1947 14.25 - n/a n/a , co STRUCTURE 1 A, , kx + • BE REMOVED FOR THE CONSTRI r ~I HE CONSTRUCTION EXTEND 15" RCP ~ x STA 32 04,87 (REMOVE & REPLACE- SDMH 1112.. ~ + OF THE NEW 24 STORM DRAIN I ~ SDMH 1944 14,59 10.44 n/a n/a >TORM DRAIN MH T II FROM SD 0 I 1 CB 1945 14.25 10.69 n/a n/a + Rix N ~ TA, 11 95,27 (WATER ST) SEE PROFILE) STA, 31 93,65 ~ , : (SEE SHEET 9) CB 199101,00% Ex. : ~I~ ~ Q (REMOVE & REPLACE- ~ SDMH +1635 ~ HOUSE ~ ~ ~ 17 II ' ~ _ A I N FOR Xl5TING fNI.ETS ~ SEE PROFILE) " R M V EX, STA, 6+72,48 p ~ EOE + ~ ~ Ex, TOP ELEV T 0 S E STA, 38 98,97 I HOUSE t LE, CATCH BASINS) ARE TO THE TOP OF GRATE, p x SDMH •1008 , (REMOVE s~ REPLACE- (REMOVE >k REPLACE- I o , (p ALl INLETS TO BE REPLACED WHICH ARE LOCATED x ' '1 STA, 33+63,93 SEE PROFILE) ~ ' STA, 32+51,59 (REMOVE & REPLACE- SEE PROFILE) NII ~ fD IN CURB AND GUTTER SHALL BE REPLACED WITH CATCH ~ BASINS, SEE SPECIFICATIONS FOR STANDARD DETNLS, ~ 30" FES x N cp (REMOVE & REPLACE- SEE PROFILE) II EX. T H ASINS EX, HOUSE TOP ELEVATIONS FOR NEW CAC B N 1 1 x ~ SEE PROFILE) II HOUSE EX.SSMH PROVED ABOVE DENOTE THE TOP OF THE ~ _ _ X TOP 15.47 GRATE, ~ O O In ~ STA, 30+00,00 Ex. ~ EX. HOUSE , BLDG. EX. SSMH Ex. SSMH ~ 6 24" RC EX. HOUSE EX. HOUSE 1975 II E S INV. 8.83 ~ O ~ EX. SSMH TOP 7.85 24 RCP TOP 15.40 1632 - ~ TOP 5J2 INV. 2.10 '7~ % n 1 4 TOP 15.54 r, N ~ 18 RCP INV,1o.3s m ' ;a _ -EX. FENCf - - - - - - - - - - - - - - M ~ 1 INV. 0.37 1121 -~y _ INV. 8.70 y ~ _ - .7- _ - - _ _ - _ - T~- N - T5 VC 1 Z W ~ ~ 5" V o EX. 15" VC 986 ~ 16 5 EX. 15 VC EX. 15" VC x 8" 1764 1991 ' ; x w 8" m O W SS N m °n a m SS U ~ 1008 S S SS \ SS 30 RCP s „ ~ a ~ ~ 1628 m 1816 w w „ ~ w 89 w 31 O Iw- O 1 ~ 4 Z U EX. INV. x- -0.27 - 0. p 1~ EX. SSMH ~ EX. 5' ToP 5.35 ~ 24" RCP Ex. 5' REMOVE & REPLACE EX, 12 VCP ' " ''~~~V•,_` M~,, EX. CONC. WALK ' , WITH 15" RCP, LOCATION, SLOPE, Ex. HousE :P EX. SSMH CONC. WALK 1 42 ~E EX. HOUSE TOP 15.54 ~ I m Y p CLASS B INV. -0.10 ~ i 18 MIN, THK, ~ Ex. HousE CHURCH ~ AND ELEVATIONS SHALL REMAIN ~ INV. 10.39 I I 3 ~ V D . 1 L•5' i ~ ~ ~ ~ ' ; THE SAME, REMOVE & REPLACE E EX. HOUSf STA, 41+24,58 w•s' CENTERED i ~ x ~ N , Ex. , EX. CBS, MATCH EX, ELEVATIO S NS, (REMOVE & REPLACE- ON FES 24" x 38" ~ x LDG ~ ~ ~ ~ ~ - ~ ~ EX. HOUSE SEE PROFILE) } m ELLIPTICAL RC ~ r REMOVE & REPLACE EX, 12 ~ ~ x ~''t x STORM DRAIN W/ 15" RCP m m o ~ ~ ~ EX. ARKWG ,1 l ~ x; x ~ Q SAME INVERTS AND SLOPES , 1/j Z Y w 3 = Lor _,j ` ~ ~ l ~ p p U REMOVE & REPLACE EX, 12" VCP WITH 15" RCP, LOCATION SHALL ` ~ ~ REMAIN THE SAME, SLOPE SHALL 1 ~ ~ ~ ~ p ~ BE 0,40% IN ACCORDANCE WITH N''%,~ m ~ ~ Ex. ~ VID D IN SCHEDULE ~s''r-- ELEVATIONS PRO E NOTE= ~ • ti HOUSE ~ ~ EX. HOUSE Z '•r;~. 0 REPLACE EX. CB'S, ELEVATIONS ~ o"~` s ti REMOVE 6 ~ a o ~ EX. TLAND I y.~ i , PR VIDED IN SCHEDULE ~ ~ = SHALL BE AS 0 1, ALL STORM DRAINAGE MH S TO BE 5 I,D, . d~ a a 1 I r----t ~ (THIS SHEET ONLY), = ~ ~ v~ ~ c~ a ~d 2. ALL CBS TO NCDOT STD, 840,02 p PERMANENTLY PLUG EACH END OF EX, 12" STORM DRAIN, REMOVE & REPLACE tSEE SPECIFICATIONS), N • EX, CB 963, INSTALL NEW 15" RCP FROM CB 963 TO TRASH REMOVAL STRUCTURE ''~inlnnu?1 3, ALL FRAMES, GRATES AND HOOD FOR Q 0,40%, ELEVATIONS SHALL BE AS PROVIDED IN SCHEDULE, CATCH BASINS TO BE NCDOT STD 840,03, GRATE TYPES SHALL BE AS SHOWN ON Q H T F3 z W SEE 3 0 ~ LiI t~ J ~d N Q v F- Z Z . 2 -0 f' W Q , ~ oo; n O ~ as W ~ , ...op; z N: ~ ~ _ O o?S + N. 5 ~ ~ 2 25 . , . M 0- oo v'; ~ ~ Z , ~ ~ ~ ~ ^ , ? ~ V Q Q , , , a~ I" . ~ .I d~ , , ti% I- .....F„ , v?; w (n n- ll , , , ~ I-- . ~ Q 20 I n , 20 , ~ `Z I- ~M O 3 . Mp • ~ ~ (n . ~ n N O ~ i0 + • W N ~ ~ ~a , ~.a ...z, p ~ , ~a 3 Z a M oo a , v°, o , o 0 0~o p ~ I- F- , ~ ~ ~ ~ r- ~ W (n J f- _ _ 15 - O W 15 r ~ LL W ~ W + RPDE " . X O .j... ......1...... ...E~,;.~.~ ..41 ~ i' I . .i...... ......i....... . W. ......y...... ......i...... ......i. Z G O o ~ {5 ~ 3 ~ ;11,22 F of 24"x3 " cv ~ d ~ ~ Z . 40%~ z U a. ~ ~ ~ 15" b,40% ;ELLIP, CP Q~ 0,98 ~ ~ v? 10 - 10 , . ~ a ~ icy m. ~ , 3 . f a8" R = a~;n 1$9,79 F e , O N ~ ~ n. . . c,....~...... .r....;...... . j y...... ----i9 '63 LF of~ RGR ~ 1 ~0 , Os N OO e-,r ' 11. ......i. .I.... .1. RGR as a: ~ ~ N f" A , O> 01,x. , W~ 15 5 d e ~ oZ .1 ~ ~ of 24 z o ~ 30 .5 ~ 'r ~ u B z . _ ~ .1..w. 'r1. i i i i . ..1.. . y z~ L-. 1 ;?~.1.;...... . . . 0~ 5" VC. z. , , 1 Z '0 X, 5.. EX. N _ ~ X.15 V; :VC 0 iA Z.. j. ?z , 0 0 ~ - o ~ - 193,6 ~ oo' ~ ~ , " P , X5,82 LF OE 18 C r'e= ~N~ o " RCP x ~ ~ o ri . 30,86 LF f 24. 0 3 / . Engineering .Q .z. ~ ..0.0;~9.Y . - o r- ~ , . - 5 nnin Pla g 5 as , , Z- JJ ? Z z , ~ WW , 'tecture Archi Z . w ° aoco. 46, .2.. Lf : of.. . ..o M~ 2 x 3~" , p0 xx . w , 120 North Bo en Ave. . ' ~ ei h N.C. 27603 Aal g , o ~ ~ ~ E IP, R~P , -10 + N cv , M N.- , li i ~ M ~ ~ , Since 1936 d ~ ~o , ~ , . , . _ , M.tA z Z. SHEE-15 T NO. Oz - Z 15 • 1. .4...... ......1. ......J. .4...... .1...... .4...... O -0 + OF SHEETS ~8+00 39+00 40+00 4100 42+00 43+00 30+00 31.00 32+00 33+00 34+00 35+00 36+00 37•00 38+00 CURVE LENGTH DELTA RADIUS DIRECTION CHORD ft ft ft C1 149,89 42,94° 200,00 N23,10° E 146,41 C2 82,45 37,79° 125,00 N63.46° E 80,96 2,_0,. 6.. 6.. 6" GUARDRA~ PER NCDOT STD. DETAIL 862.02 2'-0" 2'-6" 14'-0" 14'.0" '-6" 6'•0" " (SEE SPECIFICATONS) 2" TYPE I-2 ~ 2" TYPE I-2 ~ t REMOVE EX. 24 RCP AND N SURFACE COURSE ,r____ Z CATCH BASINS, - REPLACE WITH 30" DIP 0 N R oM 2 1,00/, I VE TS ARE }~e..:LS'.:~a .'.Sl:..~i:.' :.'a°..:el".'.fie°•.:b3°•.'.io°•e ~.io°•.' '.be°•. ~'s' ~.Ly°..~.~i.~'ee:~~e.:.l~:.'.~s..'.1::~'.~e°•.'.:'.°..:~i / 2 1 ~/j~ ~ 2 EX. WETLANDS/WOODS IN F PROVIDED PROILE CONSTRUCTION/ 2~ ~ ~ i ~ CLEARING LIMITS 8" CA9C 3000 PSI ADJUST EX, MANHOLE coNc 3000 PSI 3'-0 8" CABC CONC GUARDRAIL p RIM ELEVATION COMPACTED THK. STA, 12+55 TO SUBGRADE CONCRETE 30 CURB SIDEWALK Ex. wv•-1.98 STA, 13+05 v, 30" CURB & GUTTER r~ GUTTER (LEFT SIDE ONLY) _ A STA,15+50,00 Ex. ce - pl 4, ~~2;~d" - ` END CONSTRUCTION (EACH SIDE) TOP OF GRATE•0.91 ~ r WEST WATER STREET INV- -1.29 (TIE T4 EX, CURB) ~ - r - O 1 TYPICAL CROSS-SECTION GUTTER W/OUT CURS (20 SECTION EACH r 6 NTS SIDE) SEE ROADWAY ~ ~o SECTION GUTTER ONLY, 1` ~ 2'-0" s" s" 6" DETAIL THIS SHT, ~ ~ ~~~r' ~ , 2" TYPE I-2 p1,2+29,33 _ _ - ~ ' ~ - A- ~ ~ ~a \ e.~ ~o r \ ~ ~ RAIS R ADWAY n a MANHOLE E 0 / ~ y ~^'1 \ e'a ° ~.eo..'~' o.eo°•.': ~.eo..'. va? :eo ~.eo•. 2'-0" 2'-6" 14',0" 14'•0" '-6" 5'-0" 1 'p ~d p o ~ e.ba 2 ~ o ~ .A ` / TOP~~ L-6.44 THIS SECTION r ~ ~ ~ ~ ~ ~ ss ~ rN ' r. ° rt 3000 PS ~ ~ 8 CABC 3000 PSI GUARDRAIL PER NCDOT ~ " = M N ~ ) ~ TOP OF GRATE•G. 4 ~ CONC STD. DETAIL 862,02 (SEE N f INV• 1.75 ~ v 1..~~.`, r ~ SPECIFICATIONS) ~ o: ~ I- z w ~ ~ / EX. INV•-1,41 ~ ~ ,Jj. / ~ 30 GUTTER W/OUT CURB ,f ~i i / FT. /1 I F w w w f' t WETLAND OUTLET ~ / Q .o . .o'. ' .o'. .o'. ~ ~ ' .o'. .o' .a'. ~ .o'. o". ~ .o . e O' a O' O' '.p0 O c . a' . c O' p.0' O' c O o•. ' o~.'.ba.. ' p..'.ba.. .oQ .'.ba.. ' b ' bo.. o,.'.ba~..oo ..:b~ ' a..'.bo,.. 1 ~ ~ Q Q o• \ o• . o ~ Q Z V ~ ~ STRUCTURE ~ Ex. -o (SEE DETAIU 1 HousE 1 „ 8" CAJ3C aQQ 2 ~ 0 30" GUTTER Q i EX. WETLANDS 1 a (EACH SIDE) COMPACTED 2" TYPE I.2 4" THK, q ~ Y in 1 c~ SUBGRAOE SURFACE COURSE CONCRETE a X.wfri,~o m H ~ Q I W NCDOT TYPE I Q 3 ~ ~ O p 50 r ~ TYPE I NCDOT S DE ALK RIPR 1 " AP 8 t~N, r ~`l j: ~ 0 RIP-RAP 18 THK, THK. NCDOT TYPE 2 y. r "r ~ 0 ~ . 1. NCDOT TYPE 2 WEST WATER STREET m FILTER FABRIC j: m ~ J , EX, CONC, SIDEWALK , . FILTER FABRIC 2 - m o ROADWAY SECTION GUTTER ONLY ' (REMOVE & .L,ACE vi z Y KEY-IN g w 3 = "may ` W/ EX, RO WAYj, FILTER FABRIC NTS p o v 3000 PSI tTYP) -~v,. wF CONC `y ~ +q~ ~ . eo ~ ENO 5' CONCRETE SIDEWALK ~ ~ STA,10 00,00 ; ''arcs ~ J sv • ~ BEGIN CONSTRUCTION p FR ELEV 8,06 r 7., ,q~ •o o v~y: y ~ o. ~ ~ i Mr ~ ~s r ~ C :a ~ ~ a''' ~ ~ ~ a, 1 w s h NOTE, = . o p~ ~ ~ Op d~y 4,: I ~ ~ FN Pi ~ >J C S iN c f & 1, PLACE "EXPANSION JOINT BETWEEN CURB N e ~ ~ FR NOTES ~ S 5 & GUTTE AND CONCRETE SIDEWALK EVERY ''a,,,~ 50' ALONG THE SIDEWALK. ~ ~ ~ TBM + 1 ~ ~ EX, PK NAIL IN 2, ~ ~ 2. LACE 1" DEEP GROOVE JOINT WITH a THE INTERSECTION OF WATER ST, AND " RADII ~ 5' INTERVALS ? ~8 J O MAIN ST, ELEV•8,06 U f'- . = Z ~ W ~ . ~ ~ o ~ ~ z W Z W > W . ~ p W W . H ~ . 25 oc ~ J 5 , 2 , . ~ W- . a ~ o ~ ~ ~ - O O o~ w ~ ~ w LL W 0.. . r A~it+19 'VPI ST 11 50 VP ST 3 50 1/PI ST • ,4+62,50 H . Q 20 . - of 0 3 Q R N•15,00 ~ . CURVE L N 100,00 CU E LE, CURVE EN ' 100,0 z , K 60,38 K 45,87 K • 49,98 ~ ~ , 3 E 0,2,: E • .0,61 ~ ~ .E • -R~25 ..............4 ~ ~ ; . ~ rz z ......r...... , Q ..g . ~~v . °v , . o Q 3 . F- J E- F- ~ ' ~ o~ . ZN Z + ~ . o} 3 ~ ~ ~ . 1 z w 15 - W . . ~ ~ ~ , ~ N~ ~ ~r~ 0 . 3 U Q . i ~ ~ ~ Z ......i ......i...... ~...!9 ......t...... ......i...... ......r. j.j . .i...... ......i...... W O~ ~WW O ~ 3 J RE OVE CURB ACH SIDE ~ J w .W .ww . Q~ ST 12+69,82 T Q c~ z U U 1- (J F- U U 10 . 10 - (GU TER ONLY) , 3 ` ~ 1 .f...... , , ~ .r...... " •0;;50 . ......f. r , - , . ~ 42X . 50/ - 5 - . 5 . e ;TIE N W CURB & UTTER ~ . ~ vim` ti....... .r i...,... ' - ,T~O~f~, END.Qf..R It}S.. . Gf7AU~ •.....1• .t 0 . 0 z m o z ~ ~ .....Q ~ En ineertin 9 9 ~ U ~ ~ ~ W ~ W , - 5 ~ PROPQSEO RADE' ~ -5 Plannrng . ~ ~ , U ~J O~ , , . ~ U~' .....z ~ • , Architecture C9 ~ ~ Vl NOS ZJ , m . 120 North Bo an Ave. -10 27603 Raleigh, N.C. -10 , o ~ o , h O Since 1938 ~ ~ .ZZ 00 N , et ,n . d SHEET NO. -1 15 gal a a....... -20 20 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 +00 20+00 21+00 OF SHEETS 18+00 19 A ~ REMOVE SECTION OF ~ 0 ~ EX, PIPE THROUGH ~ z 4"x6" ~ „ POINT OF STATIONING ~ z o I .,I cna ~ STRUCTURE I I : ~ ~ WOODEN 6 6x6 x3/8 THK, ANGLE +1 7 a 2 STA• 14 0,8 A ~ I I no , a , , STA, 11+95.27 WATER ST,• STOP BLOCK IRON (CAST INTO CONC~ N o o ~ I END OF 24 RCP = ~ GONCRETE BENCH PRECAST CONCRETE I I X 24" DIA, MANHOLE STA, 32+04.87 MONROE ST. BENCH 2.5 MIN) : ~ W 6'I 5/g" ANCHOR BOLT (ALONG FIRST FLUSH LINE) X ° BYPASS STRUCTURE I I (CAST IN PLACE) rr I I W RING 8c COVER . ao a a j W I x SLOPE TO DRAIN ~ rrrrwrrrrrrrrrrrrrr'rry.rr _r__r ~ I W I 6 -6 I I I CONCRETE BENCH - a W/ COTTER PIN I I (CAST IN PLACE) x ~ I i (HOT DIPPED GALVANIZED) I I I I I I I A w 2/2 x2/2 x3/8 1-- - SLOPE TO DRAIN - - N THK. ANGLE IRON 4"x6" 24" DIA, MANHOLE ' 1- I I I I I I I I ANCHOR TO CONC, WOODEN RING & COVER I 6 -6 I I I I I I I I I I POINT OF STATIONING I i I STA, 11+91,56 I BENCH USING APOXY STOP BLOCK I I 8" CHAMBER I I I SEE INSET B ORIFICE I I REMOVE SECTION OF END OF 30" RCP COATED ANCHOR BOLTS I I i I I I I DIVIDING WALL I r ~ y-' I EX, PIPE THROUGH to (ALONG FIRST FLUSH LINE)__ ~ I ,-4" , : I I I HOLE - - ,I I, I d I (GONG, MASONRY I ~ ~ I ~ p~~~~ I STRUCTURE Z INSET "A" I ' I r >I , I 1 I I I UNIT OR PRECAST) I -_F - _ I _ I ~ e. ''e.j ''e. i'e, d 4" IA. MANHOLE I I NTS ~ i • _ i°• d I I I I I I ~ ~ • . RING & COVER ? ~ I I ~ - r ' t , c~ I I _ I~~ e D' o e' a' n' e' e• ° I ~ I ° I~ e• a I 24 DIA, RCP I I I . . I I 1 I , • I' ' I ~ • D ! D ~ D • D • D D D D D •,i I (FIRS? FLUSH LINE) I I I ~ I ~ I I I - - I ~ I e ' e ' e ' ~a e • a ' e ~ ' e ' e • a • I I ~F- ~ 1 ~ D ~ 4 ~ e, ~ a ~ D . f•..'' I B ' ' p' I rr •~r~i.~,r Fl wr .ice ~ I I ( D D D D D,' Dom' D P - - ..j - 0" DIA• RC I ~ II I 1 D' .a, 'a ,a a, .a, ,a, ,a, -II 3 INE) I r 30 DIA, RCP H I 36 DIA. RCP ~ , ~ IRST FLUS I I I ~ . • ~ I•. • , I 1 r I d: ~ : ti , .I~• \ ~ D , ' D D , ' D , ' D ' D ' D ~ D D (FIRST FLUSH (F II ~ I (FIRST FLUSH I 10 PVC , , -r, I _ , LINE) _ ~ ° _ LINE) B I ORIFICE ^ ~ B ~ I 1-3 II II I PIPE ~ I I ~ INSET A I , I I ~ I ~ I 24 DIA, RCP I ~ ~ I;,.~. 24 DIA, RCP - - _ _ I (FIRST FLUSH rr ~~r~~• (FIRST FLUSH I I I 2 8 r.~ I _i .•..;i ~ LINE) 10" PVC ~ ° • II II I _ ~ ~ ~ :1 , I 4 x 6 WOODEN I I I co ' ORIFICE 3 6 ° ' B STOP BLOCK I c0 ~ I I LINE) I ~I, • I to ..I.; , r I I I B PIPE D , . D . I II I, I 2 -8 I~ I II I, r- I I i I I - I ~ I I 24" DIA. MANHOLE I ~ I I I PRESSURE TREATED I I 1 ~ D ~ D t - 5 I II 11 II I I I RING & COVER I I ~ I C N t l I 1 4 x 6 STOP I I I 0 CRE EI _ /8 HOT GIPPED 3 x 4 x3/e THK, ANGLE I I ~ ~ - ~ ~ ' D , ' ° ~ I GALVANIZED IRON WEIR SUPPORT W/ I I I I I I I BLOCKS (WOODEN) I ~ I BENCH I I I , -~N ANCHOR BOLT HOLES DRILLED IN I I I ~rrrrrrrr..- rrrrrrrrrrrrrrrrrl~r ralrrrrrrrrrrr.l (~jy r• Z I I I I R O N I I I I I n n u 2.611 7 -0 ' , ' > W/ COTTER 4 SIDE a 5%2 O.C. I I I I I I ~ I ~ o I I I I I ~ N = I 1_ II •'e' PIN (HOT DIPPED GALVANIZED 2 3 II ---i --r--......- I I POINT OF STATIONING I I t0 cn rrrrrrrrrr rrr STA,16+26,27 I ~ I , N ' D ~ I 3~4 AFTER FABRICATION) CHAMBER I i I I TYP, OF 4 DIVIDING WALL I_ I PRECAST I END OF 24" RCP I i ° ~ ~ CONCRETE BYPASS I,. I a w ~ (ALONG FIRST FLUSH LINE) r ~ m (CONCRETE ~ ( II II 0 INSET B MASONRY UNIT A ~ z ~ STRUCTURE ~ ~ o ( ~ ~ PRECAST -.l._ _•_.~...r,. PRESSURE TREATED OR PRECAST) N 3 ~Z A ~ ~ w , j w Na ~ ° o ~ o ~ 'i' 4" P NTS CONC~ BYPASS II II x 6 STO 24" DIA, MANHOLE = ~ INSET B K (WO DEN) ~ ~ = ~ ~ Q Z U STRUCTURE BLOCS 0 RING & COVER ° PLAN a a o ~ (PER SPECIFICATIONf x x /z 1 0 W X Y N U W Z 24" DIA, MANHOLE GENERAL BYPASS STRUCTURE NOTES 8 THK, CHAMBER o W m F- ~ ~ PLAN DIVIDING WALL ~ ~ A RING & COVER 1, INSTALLATION OF WEIR SUPPORT SHALL 3 ~ (CONC. MASONRY _ ~a (PER SPECIFICATION) BE BY DRILLING INTO STRUCTURE I II.11_DII - /2 UNIT OR PRECAST) a a (ANGLE IRON) WALL AND USING EPOXY k PLAN = w „ „ GROUTED ANCHOR BOLTS. m m m o N 3/8 ' 1 -0 Uj a Y 2•STRUCTURES AND CHAMBERS TO BE w 3 = O O U WATERTIGHT, d 8" `~tU,u,,,~y~ 8" THK, CHAMBER 3, TOP STOP BLOCK SHALL BE HELD IN DIVIDING WALL S „ MIN, ~ (C NC. MASONRY UNIT> PLACE BY /e ANCHOR BOLT W/ 0 COTTER PIN, (HOT DIPPED 8" . y.~r . t0 cn ~ ALVANIZED) EX, 12 STORM MI G oRaN Q•~, ?zp_ V~N o n y: y ?1 _ 4,CONCRETE BENCH SHALL BE NOTCHED EX, 12" STORM EX, 15 STORM EX, 15 STORM AS NECES5ARY TO ACCOMMODATE '~d~bd ~ I P.~ DRAIN DRAIN DRAIN t~ 24" x 38" CONC, "NON-CUT" WOODEN BLOCKS AT . BL CKS o ELLIPTICAL PIPE ' ' ° : ' ^ : ' ° HEIGHT SPECIFIED, ' , . ORIFICE 24 x 38 CONC. ' ELLIPTICAL PIPE - ' > . ; ' > . ; ' ~ . ; ' ~ , ; ' > 5, WOODEN STOP BLOCKS SHALL 6E ST P BLO K ' n o 'o D D • . Q 'd a EL. 0,31 ~ • . CCA MARINE TREATED (2.5), ' : ' ~ ' ~ • ° e J ' ' 10" DIA, PVC ~ '~a • O .e, " A • : ° ~ • ORIFICE PIPE ' ~ 30 DI , 6, WEIR SHALL BE MADE WATERTIGHT, ° ~ (n RCP ° , ~ ° ~ ° CONCRETE BENCH U I- ~ ' ~ 12" Z J RIFIC ; ° SEALER/SEALING METHOD SHALL @E ~ a ; . . D, APPR VED BY ENGINEER, 12" ' ?CAST IN PLACE) • ~ ° ~ : ~ r • MIN, ~ W a• MIN. ~ ° . D D,; . D D ' ° ' ° • ° ~ ° ~ ORIFICE INVERT ~ Q • , FIRST FLUSH o ~ 7, CHAMBER DIVIDING WALL S ALL BE - EL•1,04 W ~ ° LINE FIRST FLUSH N ? z W SECURED TO BYPASS STRUCTURE, AS iv LINE ~ _ O O • o ; , o ; • o ; a : , o : , o : , o : .,o e ..a : ..a . . o : . o : . o : APPROVED BY ENGINEER. • ° • ° ° ~ A/ 'Oo Oo e'Oo ° Oo ~Oo Oo e'Oo ° Oo Oo ° Oo ~1 LL . o•pa. e.pd. o•po• e•p~• o•pa°°o•O8. o•pa °'e•O~• o•po ,'o.p~e o• r! A '.I ° ° O, a O, o O, . O, a O, ° O, ° O, a O, ° ° a O LL W :o'..o'. ea'..:o•..:o'...o'..:o'.:o'..:o'...o'.. eo'. SUBGRADE • oo~ ° °o~• ° oo~. . °o~. • °o~ °o o'..•o'. eo'.. •o' .e ,50.e •~O•o° O•e .~O•a •50•e .o0•e .bp.a •~O •e ••50• e~~ po~e b n • e opOd ° o, o. • e o. ° o, • • o. ° o, o. ° o. o, O o, O o. O'. SUBGRADE ~ r^~rr'' ° ° • • o • ° ~ li D e• o o e~ O o. ORIFICE INV, •e SUBGRADE ~ J EL•-3.18 SECTION "A-A" •57 ST W ONE p- ~ „ ORIFICE INV• I- U X57 STONE 12 MIN. Q n _ rr ~ /e 1 p SECTION A-A EL•-1,06 SECTION A A 12 MIN, O 3 ~ ~~/211.11-pll I ~ /2 1 0 I- 24' DIA. MANHOLE Z fY RING & COVER 3 0 O y. I- 24" DIA. MANHOL DIA, MANHOLE f- ~ V) RING & COVER & COVER - ~ U1 N u O r TOP OF STRUCTURE 211 8 MIN. li Q TOP OF STRUCTURE ~ ~ EL. 5,25 „ 8 MIN. 24 x 38 CONC• TOP OF STRUCTURE N EL, 9,95 0 ~ ELLIPTICAL PIPE EL• 6,50 ~ 3 TOP OF CHAMBER WALL = Z ~ m z U EL. 3.82 5~/2" °p ~ ° WEIR i ° EL. 3.05 THK, CONC. 3 ° 6"x6"x3/8" THK, MASONRY UNIT NEW STORM DRAINAGE INV. OUT/ ° ANGLE IRON DIVIDING WAIL TOP OF CHAMBER DIVIDING WALL TP F N NH ° EL, 4,27 EL. 1,15 ° ~ T M 5i .1 a' 'a• 'e' 'o• 'e ° D• / ° : ° : ° 811 MIN. EL. 0.76 0 0 ° •D •°,;•D •D ~D ,0~ ° •1 ° T P F W IR WALL L, e 0 0 E TOP OF CHAMBER o EX, t5 ° ~ ~ ° ~ ° ~ ° ~ ~ ° ~ ~ ° ~ ~ iv ' ° ~ EX. STORM DRAIN INV, OUT/ DIVIDING WALL BOTTOM OF WEIR EL, 5,71 e • D ' o ' a ' o ' e • a ' ' ~e a~• ''e ' ' TOP OF CONCRETE BENCH • 30" DIA, RCP EL. 2.69 . > . D . D . ° , ~ ~ EL. 2,47 36"DIA, RCP ~.°~~°~~°~•'.~.°.~.°.•C.!D'•? 'D e~ 'e' e' a• 'e• • . 6 . • . ~ EX. STORM DRAIN INV,/ ..~'.r.e ~ rl..'.er one ..i. i'•r. , ~'rr , d ;e' ;d a ~e' °..a~: _r TOP OF CONC, BENCH d . • ~ t8" DIA, PVC . FIRST FLUSH LINE ° • ' e ' ' e ' ' e - ' a ' ' D • ' o • ' e ~ ° • • EL. 4,17 > ~ ~ ~ RIFICE PIPE • ~ ' • ~ ` INV, L, - . 12 MI 12 MIN• 9 9 10" DIA, ~"''~'''~D''~D''~°' O. EXTENSION „ .o: .o:.,o: .o: .o: .o: .o: .o: .a: .o: ,o: .o: ,a: .o PVC ,'e..•,..e.:',. 8 THK, CONC, : : , ,e , .a .e < . o.' ••o'. ' .'o.' .'o'. • ••o'. • •'o. ••o.' ••o• • ••o.' ••o, ' ••o. • •~o. ••o• • ••o. ' • o.' ••a. '•o. ° ° ~ ! ° ~ ~ 9 ° ' • ' ' ' Plannin D ~ C -y--lnr~r-rpr'-- MASONRY UNIT . eO• SUBGRADE 30" IA R P ORIFICE _ ' . ~ ~ . ~ . WALL 11 CONCRETE BENCH FIR T F H INE ~ ^ : ~ ° : ~ ° : ~ 15 MIN, S LUS L > 24 DIA, RCP • , • , . • Architecture NCDOT •57 (CAST IN PLACE) INV, IN EL• -1,06 - FIRST FLUSH LINE . -r 12 z INV, IN EL. -2.68 STONE ~ INV, OUT EL, L04 12" MIN. 120 North Boylan Ave. ° ° o, ~ • ° o. ° ° ° o, ° Aala?gh, N.C. 27603 II -RII • 00 a po0 •°~00 O•°bo0 a•oo0 a°~°O°°° 00 •bo0 SECTION V V •a .b0•o a p•o ° O•e . O•° O.0 a O•o ° O O•a • O• e ° p•d •bp.d °pp.e • ° ° ° ° ° ~ o ,o a ,o a •o ° 00 • oo'° 00 s oo'° 00 ° 00'° 00 ° op' 00~ , oo' II I II .O , O o° O , O o° O co , O o°, O ° O o° •O ° SUBGRAOE •d°°bp•d •Op•d •$p •~O.O e~0•d °pp•e eb0•d 00 •d•°,b p•d°°~p•d°° Since 1936 ° O• oo •o° ve,O° Oo Oe O o° O°~ Oe. 3/9 1-p ° ° ° ° s SUBGRADE n ? II nl ~ enn nni _ /~A?I/~DC TC DC?IPLI L9 V1I4 / VV FIRST FLUSH LINE fC BYPASS STRUCTURE NO. 1 INV. IN EL. -0.56 SECTION "B-B" oL11~n 24" DIA, RCP SECTION '-CONCRETE BENCH SHEET NO. (CAST IN PLACE) "B-B" (CAST IN PLACE) „ FIRST FLUSH LINE INV. IN EL, 1,70 Y2 16 111 . 1.0 INT. OF MONROE AND WATER STREET yZ,.,,_a., 7 BYPASS STRUCTURE NO. ALONG WATER STREET REET INT. OF JEFFERSON AND WATER STREET 1 OF SHEETS 4 U Q ~ V I ~ c0 ~ / ~ M h / ~ ~ 0 6'-0 NOTES? ~ EX. PARKING / ~ ~ LOT I-- - ~ ~ I~ ~ 11 SITE SHALL BE GRADED ~ ~ I SUCH THAT POSITIVE J DRAINAGE IS ACHIEVED. ' DEW" ~ W ER SE VICE Q ~ I r ~ 3 , ~ ~ w ~ 4' x 4,5' ALUM, DBL. I 21 PLACE 6" ABC WITHIN ~ ° ~ TION S H L AccESS oooR _ L VA U T RU W E TL INL i ~ ~ 11.. ~7 FENCED AREA, , ~ / ~ z R H REMOV ~'4 ~ ~ / TOP OF FINISHED PUMP OFF PUMP INV. IN BOTTOM OF I I S ~ WET WELL CAPACITY T,O,H, MOTOR RADE ELEVATION N/R Y ELEVATION STATION ACCESS I STATION G 0 EAD - ~ o EET) ~ Z I INSIDE DIM, (GpM) (FT) (HP) ELEV (FT) (FT) (FT) (FT) (Ft) ELEV tFT) PORT I N ~ LECTRICAL ~ ~ _ / ~ ~ ~ ~ to I , R QUIPMENT 1 ~ 6 ATE , R CK ~ I j SEE SEE SEE 4,25 3.50 -3.6 2.20 3.60 5,1 I = 10 x 12 a v J v o ~ ~ N W SPEC. SPEC. SPEC. p , RC I 36 I - I ~ ~ LL 00 30 SY CLASS"'I" I ~ ~ - ~ ~ RIP RAP 2' YARD \ i ~ x HYDRANT I NOTE' wEnANO ~ INLET ' I CONTRACTOR SHALL COORDINATE WET WELL I - DITCH D oo 9')~ / N ~ INSIDE DIM, & ACCESS HATCH DIMENSIONS 2 -6 I OTE' I.L~e ,I :110, 8 ..d.,:~.;. . ALL BURIED FLANGES TO WITH PUMP MANUFACTURER'S DIMENSIONS, I HAVE S.S. NUTS & BOLTS ANTI-SIPHON ~ ~ I a ~°.1 DEVICE I 2e ~°d: ~..a / 6' HIGH SIT ~°~d~. 'J'' ~ I I eP~ •°b ! FENCE t,0,5' IN§1D~---°~ , _""T° ~ THE PROPERTY E. - ~ 121 _ 011 LINE) x x ,x 12 oouBLE S,S CABL PIPE SUPPORT-EVENLY SWING GATE ~ b9= ~ I HOLDER SPACED (TYP OF 3) s x 3 PLAN WETLAND INL , EW i REDUCER 36" RCP PORTABLE 1" CHAMFER ON - - _ _ - - - - - _ _ HOIST BASE EXPOSED CONC, STRUCTURE ' ( ' , ' ~ ROPERTY ~ ~ o ~ (SEE DET THIS SH kT) , , 6 DIP 4' - 1 rF INE ~ ~ o (TEMPORARY ~ ~ N a CONSTRUCT( ~ ~ ~ ~ ~ ~ ~ FORCE ( EDGES (TYP,) MAIN ACCESS DOOR FOR EASEMENT M ~ o I o ~ - - I I. TEMPI STONE ' N TOP E CONSTRUCTION °z w w TOP ELEV, • 4,50 s" MJDI 90° BEND ° ; 8" , ENTRANCE ~ m U ~ 31 1%" PVC „ I g 0 2 MIN, W W ~ W 1 W 6 GATE I ' , V I ANTI-SIPHON REI VALE I o ~ o ~ REMOVABLE WATERTIGHT ~ Q z ~ 3 DIP I AC I FORCE DEVICE ACCESS PORT (SIZE AND • ° MAIN I 3 -o I PEI 0 5CALE1 1" • 20' PER MANHOLE) I o I MIN, 36 x 30 24" MANWAY m Y ~ I ACCESS HATCH •'D 3 ~ (SEE NOTE) FOAM GASKETING W/ NEW ° ~ I I NEW 15" RCP S PSA BACKING ON g INV ~ ~ r Q Q o I I g~~ INV IN•0162 ~o SNOUT FLANGE MIN, I~ Q F MIN, ~ m m ~ • I o 4>a m o 48F SNOUT OIL vi z Y I~ A - >k OE I >k OEBRIS STOP OR W 3 = I ~ API METER BOX ° ° ~ APPROVED EQUAL 6" MJDI r q~ 45° BEND ~ NEW 36 RCP NEW . NEW 36" RCP r` vi R~~4 ~ ' T RI o-, STORM DRAIN S 0 6 FLAP STORM DRAIN " WATER METER ~'N~''.~ o VALVE INV U , i INV II OUTLET /ZOUT ET INV IN 3150 , 61 "x 135 " lT0 BE PROVIDED/ ; ~~s'~~ wEIR PLAN PIPE I G. ~8 ~6 0 4. MIN, OPENING INSTALLED BY OWNER) DOUBLE ; o i AT 0 ' EPOXY CO E . CHECK a s ° o - ~ NOT TO SCALE ~ C ANCHOR W/BOLT CONCRETE GROUT METER VALVE ~ ;y ~ STOP = ~'sp 'D a Q tit SLOPE tAll ; d P~; ~H A ' x s' PRECAST _ 8 12 AROUND) • - 12 TO WATERMAIN BOT, ELEV, • -7,50 CONC.STRUCTURE _ ~ D.. • 'o „ Q • _ ~,D. .°2~-011, D •D. ' ~ • CORPORATION STOP . Z MANUAL ° AS SPECIFIED FOR NEW SERVICE HOIST 0 0 0~ o ' o SUBGRADE v F- = Z NEW ~4" SERVICE ~ W 1" CHAMFER ON ALL NOTE TION S EXPOSED CONC, S.S. CABLE S.S. HOOK ALL HARDWARE FOR "SNOUT" • ~ PIPE ~ ~ 18 OF 57 STONE o ~ EDGES (TYP) OLDER z W J INSTALLATION SHALL BE 8" = O STAINLESS STEEL, TOP OF STATION MIN. I ~ ~ Z O ~ FIN, GRADE AT R ~ W W E O I ~ MAN ~ F- ~ } ~ M A 1 /2 R, ,CONDUIT ~ ~ J p= FR M ONTROL PANEL 0 SERVICE SADD E W F- ~ i ~ ~ FM EL. • 2,25 8 3~" • 1'-0" WALL/WE~t EL. • 2,20 l~. Q Z PUMP ON/READY 5 0 3 Q 8 NOT TO SCALE ~ J FLANGE ADAPTOR w z ~ ~ 3 0 ~ o ~ ~ ~ 8" S.S, GUIDE RAIL o PRECAST CONCRETE MIN, ~ ~ W ~z = STRUCTURE ~ ~ o ' ~ POWER CABLE S,S,IIFTING CABLE U w LIFTING LUGS yy" RPZ Z ~ O 74 PROVIDE 2" x~ " S.S. STRAP INSULATED ~ 3 AND ANCHOR b WALL a 16" O.C. ENCLOSURE o U z PUMP OFF PIPE SUPPORT SIPHON BREAK ~ 3 36" RCP 4" THK, 3000 PSI „ CONCRETE 12 SUBMERSIBLE PUMP Z 6" MIN, ALL NOTES NOSE BIBB SHALL e ALL z p - ACCOMMODATE STD. BOTTOM OF STATION CONCRETE GROUT AROUND c 1~1 SLOPE (TYP) ~ GARDEN HOSE. 12 12" MIN, SLOPE GRADES TO N DRAIN AWAY FROM t5 x 15 x 4 THKI 00 CONCRETE PAD CONCRETE PAD '.bo ^ c~bo o'.?e o.?o .i'p :.'.be •.be o •.la:.~be... :be•.. 4~ MANUFACTURER'S STANDARD \ \ ' , . ~ < , i ° . ~ • ' a ' , a ' . •i'~ a ~ ' a , 4x3 \ ..a a 18 OF 57 STONE MP M UNT ¢ i' a • , i i ~ \ SELF SEALING PU 0 BASE EL \ \ \ ~ \ ~ ~i ii 9 9 r ii ~ , \ \ sECTION z \ ~ - \ \ Planning z ~ Architecture T UCTURE TSR D INLE 2 WETLAN o o ,a ~,,a , _ ORWN PORT ~ 8 NOT TO SCALE ' .v . 120 North Boylan Ave. a. a. Raleigh, N.C. 27603 .v.v '.o.v . a a• ' • ° ' 3000 PSI CONC, IC, 1 CU. FT, OF •57 H T NE Since 1938 WASEOSO BLOCKING NOTE., THIS DETAIL IS APPLICABLE TO PIPE SIZES OF 2" OR LESS :SS SHEET NO. W PREVENTEF REDUCED PRESSURE ZONE A :VENTER a NON-FREEZE YARD HYDRANT 8 3 8 NOT TO SCALE 8 NOT TO SCALE OF 11 SHEETS i' S 5 FUSED SERVICE DISCONNECT 25' TREATED, CLASS 5 WOOD POLE SWITCH - 100A/100AF/3P, 5N NEMA 4X ENCLOSURE 240/120V, 3P, 4W GUY STRAND. PROVIDE 8' LONG YELLOW GUY GUARD AND SCREW SERVICE DROP BY SERVICE LIGHT KENALL N1048-C240-CW-1120 OR EQUAL WITH ANCHOR UTILITY COMPANY TAMPER PRDOF SCREWS. ~ LIGHTNING ARRESTER Z (3 ALARM LIGHT, WP ~ ALARM HORN, WP - ? TOGGLE SWITCH 2OA, 12QV WITH WP ENCLOSURE W 1.14 - 3/4"C +6 BARE CU. 2.12,•12G. -3/4"C. CONTROL EQUIPMENT PANEL MOUNTING RACK. AS REQUIRED SEE RACK DETAIL . 4,_0.. PIPE CAP tTYP,) GROUND WIRE PROTECTOR-PLASTIC M TER BASE FURNISHED E o ~ e OR HALF ROUND WOOD MOLDING BY UTILITY CO., INSTALLED PROVIDE ISOLATION BETWEEN DISSIMILAR METALS BY USE OF A MYLAR ISOLATOR OR BY CONTRACTOR. T~rPic~L OTHER APPROVED MATERIAL 4+1,+8G-11/2"C. ca ELECTRICAL EOtIIPt~ENT ARRANGE EQUIPMENT TO MEET NEC WORKING CLEARANCE REQUIREMENTS ~ 0 AND FOR CONVENIENT MAINTENANCE pp 00 ~ o z ACCESS. • • 24" MIN. IT AL ~ ° 3 +6G.- CONDU SE r ~ o t'-o° 6., ALL CONDUIT 3/4"C. TYP. m _ Ny ~ ~ 3 " S.S. „U,~- N N O ~ 4 BO TS, NUTS, iV 1'-0" RAIN5HIELD WASHERS W/ FABRICATED YLON GASKETS OF ALUMINUM, PROVIDE ASPHALTUM o N ~ COATING ON PORTION 4 1 11/2 C. ~ ~ \ \ \ \ ~ ~ ~ (TYPICAL) WELD ALL JOINTS. OF PIPE IN CONTACT _ w~ ) w 1'-6' WITH CONCRETE ca o ~ o ~ ~ Q Z U i'-O" PROVIDE A 4" CONCRETE PAD UNDER ~ , „ ~ RACK, EXTEND PAD TO t-0 OUTSIDE 4 O rA • OF SHIELD EDGE AND POST U Y U 3 ~ 3 ~ 2 a GROUND ROD ~ ~ o ; ' ` 12" DIA. CONCRETE F ~ ' ENCASEMENT AROUND 3" DIA. GALV. PIPE GROUND ROD F FLOAT SWITCH CABLE INSTALLED IN 11/4" PVC r ~ m (TYP) COATED METAL CONDUIT. CABLE SHALL BE m m o 3 D.I. FORCE CONTINUOUS FROM FLOAT SWITCHES TO vi Z Y MAIN w 3 = CONTROL PANEL WITHOUT SPLICES o o U M t.5 MULTICONDUCTOR CABLE FURNISHED IT ~ '~~M 5'•O" MAX. WITH MOTOR INSTALLED IN 2" PVC FLOAT SW CH a,,~ AT M TAL CONDUIT. CABLE SHALL (TYP. OF 2) o~ CO ED E ~ „ a, PROVIDE ADDITIONAL VERTICAL PIPE SUPPORT AS REQUIRED WHEN LENGTH BE CONTINUOUS FROM MOTOR TO ~P~A o' OF RAINSWELD EXCEEDS 6'-0". CONTROL PANEL WITHOUT SPLICES ` ~ ~ ~ ' " 4,~ d,,;iy : ~ ga;. lam. t . a . c.~ ~ v~ M ; y~ ~ .y Y r ~P v dp 2 9 N.T.S ~a~ ~ c ~ N T TO SCI 0 NOT TO SCALE a z 0 ~ ~ U Z J ~ W a o ~ ZW } W = a a ~ ~ ~ ~ o ~ ~ J ~ W Q.. ~ F- ~ ti. 4 p 3 F FLOAT SWITCH ~ J z ~ 4 3 0 U O MOTQR WITH HORSEPOWER INDICATED 2 ~ ~ z ° , ~ o ~ U z ~ W o J ~ 3 U U W z Q 3 A AMPERES AF FUSE AMPERE RATING C CONDUIT e CU COPPER G EQUIPMENT GROUND CQNDUCTOR KW KILOWATTS O.C. ON CENTER P POLE PH PHASE Engineering SN SOLID NEUTRAL SS STAINLESS STEEL STP SHIELDED TWISTEq PAIR Piennin g V VOLTS W WIRE Architecture WP WEATHERPROOF 120 North Boylan Ave. Raleigh, IBC 27603 Since 7936 ~HFFT NO_ OF SHEETS _ STONE FILTER OF 1" GRAVEL PLACED AGAWST FENCING WHERE REQUIRED. I t I I a'-o° MAX a'-o° MAx ~ r MMi 4' IMN I CONSTRUCTION/ GR TOP OF BERM t'-0" V GRASS LINED I CLEARING LIMITS TOP ELEV OF~STORMWATER _ _ _ _ _ ' FREEBOARO _z WIRE CHANNEL ~ C 1'FLOOD STORAGE ZONE ~5 WASHED STONE 2 MAx ~ MESH I S: ~ ~ t o S:~ 5' SEDIMENT STORAGE ZONE ~ = lO 1 I Z Q ' SILT (TOTAL BASIN CAPACITYI ~ ~ F N E ~ EC e , 1'-6" MAx SEDIMENT DEPTH ~ In _ o~ - 9 0 Q- ~ CLASS "B• (111 SO' M W Rp-RAP I I I .,~9 iN INLET DITCH SECTION ~ b~o:~°•~~~~' a ~ I APPROVED SILT i 6" x 6" WIRE I I ~ 119" STA. 10.00 TO STA. 12.25 0`::0':'~~ IQ?~ BASN? CAPACITY ExCAVATED DIMENSIONS AS 1' IMN I FILTERING I MESH BACKWG I °z' I ANCHOR .~o: '.bo w SHOWN ON PLANS FABRIC t I ,o a I DITCH CLEAN BASIN HEN I w IEVEI OF SEOIENT IS REArCFIED. I I ~ i _RAP 3" LOG, 2" x 2" TREATED LUMBER I GRASS CARRY RIP GRASS LINED ~ 6 MIN. ~ snES of sPILLwAY OR STEEL POSTS CF CHANNEL I ~ ~0 I p EX. WETLAN 1" - 3" COARSE AS SHOWN NOTES: ~ ON PLANS ?d1 I 2~ AGGREGATE ~ t'-D" uIN A. POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH FREEBOARD IS 9" x 9" ANO FILL IS TO BE COMPACTED. I ~C 25'-0" ° •s wASHED STONE ~ B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A gt'~ - 4 TEMPORARY CONSTRUCTION ENTRANCE ~ ~b ` VELOCITY BREAK AND SILT TRAP. 10 NOT TO SCALE C. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL FrTER FABRIC FROM ENGINEER. INLET DITCH SECTION STA. 12.25 TO STA. 12?58.99 rn ILT FENCE 2 S O J O TE TO EXIST.GRADE 10 NOT TO SCALE $~CTION THRU BERM & FILTER PERSPECTIVE VIEW h N a c0 ~ M ~ W N r- O RY EDIMENT TRAP s T } TEMPORA S s TYPICAL DITCH SECTIONS o 10 NC 10 NOT TO SCALE Z W W 10 NOT TO SCALE m to ~ ~ w w w ~ w O O H a 0 Z (U PIPE OUTLET TO FLAT AREA - AR A - ~ PIPE OUTLET TO WELL• pQ Y p E SEEDBED PREPARATION ~ NO WELL DEFINED CFiANNEI NEL OL DEFINED CHANNEL ~ "pU ; ~ ~ 0 J° °o ~ ` 3" 2" x 2" TREATED LUMBER JJO ~0 ~ ~ 0 0 C, o 0 OR STEEL POSTS Oo~( 0 00 Oo~O Oo~O O 0 Oo ~ ° 00 00 C o oo°° Q~ o° 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL ~ WCHES DEEP m oQ0 )0000 O° °Oo O °Oo C ° c } ~ _ - o ~ o o OVER ADVER SOIL CONDITK)NS IF APPL m m c SE ICABLE. o o ~ 0 co 00 00 a o o z - 0 ~ C o °oo °oo o° ~ w ; _ _ Z NOTE= DO NOT PLACE CHECK DAMS IN LIVE STREAMS. ~ 0 0 C 0 0 n C o gg~~ 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. Q o ~ 0 o a V io ~ - - ~ ~ Oo0( OOo00 0 0 Oo 0 ~ g ~0 0 OC 0 0 o00 °o °0 c ~ o° oo° ~ OOO Oho ° o o~ oo °o o° ° 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE ~ O C 4 0 ,~u~ ~ OOO 611 \ \ ~ C o REASONABLY SMOOTH MID UNIFORM. rrrh 0 N 4, MIN \ , E~ o o 0 ~ ~ ~ 4. APPLY AGRICULTURAL LIME FERTILIZER AND SUP RP ~ ~ 0 Sin. E HOSPHATE UNIFORMLY AND ~ v r 0 0 a ~ / 0 o TYPICAL INLET o ~ ~ MIX WITH SOIL. ` ~ q'~' ti ' a a o OR BASIN % / PLAN ' ~Yr4n O N PLAN ! ¢ o 0 0 O O N LO S. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM. REASONABLY UNIF RM ~ v ~ ~ e~n?o ~ ~ ~ ; s:~ N Q; L0 SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. .•0~, ',~~,a 0 6. SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH ~~i,+1' o SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~'~+h+nn++'' _ yy~~ APPROVED SILT o o c~o~ ELEVATION \ \ ~ ~ ~ o ooh o V U i V 0 0 ° $ 7. MULCH M~DIATELY AFTER SE DING AN Q o o ~ O E 0 ANCHOR MULCH. FILTERING MATERIAL , ~ \ \ \ - ° o ~ ~ \ i~ - ~ J / / / / $ NSPECt All SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING ~ /i.. /i,, /i~. /i,. /i~ WITHIN THE PLANTMIG SEASON POSSIBLE. IF STAN NCDOT CLASS A STONE (2 TO 6 INCHES) , D SHOULD BE OVER ~ fn 60J.' DAMAGED, REESTABLISHED FOLLOWING ORIGIN IM U ~ ALL E, FERTLIZER AND ~ NOTES: TION THRU PIPE SEEDING RATES. = Z ~ ~ HRU PIPE SEC J SECTION THRU PIPE ' TH BACKFILL. ANCHOR DITCH ~ ~ A. POSTS SET AT DEPTHS OF 4 FOR EAR ~ w ~ ~ IS S" x 9" AND FILL IS TO BE COMPACTED. iv NOTES i. La IS THE LENGTH OF THE E ~ ~ ~ 9. CONSULT CONSERVATION WSPECTOR ON MAINTENANCE TREATMENT AND ~ W ENGTH OF THE EXISTNG RIP-RAP APRON. FERTILIZATKNd AFTER PERMANENT COVER IS ESTAB I Z L SHED. ~ (n Z B. CONTRACTOR MAY USE MATERIAL OR METHOD UPON APPROVAL 2. a • 1.S TwES THE MAXIMUM S THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". = Q W W NOTE ~ ~ cc O FROM ENGINEER. 3. N A WELL-DEFINED CHANNEE EFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF ~ ~ G SECTION ~ ~ T~' # MAXWM TAN.WATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS Q a W W DISTURBED DURMrG CONSTRUCTION OPERATK)NS, INCLUDING ANY DISTURBANCE TO ~ J ~ W? 4. A TYPE 2 FLTER BLANKET LTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RP-RAP THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK. Ai~D SOL iOUNDATKIN. N~gATION. r ~ 0 J ~ ~ W TON HEC D AM 5 6 a ~ ~ t0 NOT TO SCALE ~ NOT TO SCALE ~ _ w Q Z ~O NOT TO SCAT 0 3 ~-Q OT TO SCALE ~ W U z ~ W 3 o C~ 11.611 ZI_O11 ~1_C11 ~ Q Z O} Q ~ ~ z Z- ~ , OVERLAP ALONG EDGES OVERLAP o ~ Q TOP BOTTOM U I` 0 ~ ~ ~ ~ I I Z V, I I ~ 0 ~ 1 ~ ~ W a~ ~ I 3 I ~ W i , ri Z U ~ w STAPLE LOCATIONS (TYP.1 M o ( al i i ri = > ° _ 0 6' TEMPORARY - I ~ ~ i r rr ~ O N CONCRETE DITCH LINER i sir 3 1 ~ ~ I 11 I Q CURBING 6 (STRAW W/ NET) :T) , END SWALE ~ - (EACH SIDE) i INV•4.00 i ` I E GRAD ~ i - EX. ~ + ( ( I ~ I s~oPE GRASSED 31.011 ~ EX' ~ /r. . \ / I ~ i~ o i,~ i~ , SWALE TO e I o SWALE ~i, v 4 1 ~ DAYLIGHT ACROSS MIDDLE ~ (PERMANENT) ( I I o~ ,5 ~ ~ II Q. I ( ~ m ~ ~ ~ a ~ ~ DRAINAGE SWALE / III _ ( I z ~ 3 4 4 INV•5.90 ~ INV•4.31 ~ \ _ BE IN SWALE 254.50 LF & 0.47/. / _ 11 w o NETTING OR MATTING o ~ I >w IN •~:gB-----__ ___(SEE DETAIL) ~ ~r ( I I I I CURB -Ck1J - INV•5.20 . En ineerin . _ _ _ ^ - D~tN'AGE SWALE I I 9 ~ SfE DETAIL _ .,,,.__.._„a,.c~.. ~ti..~ _ _ _ ' 30 LF Q 2.97'/. I I INSTALLATION OF LINER EXPANSION JOINT THIS SHEET - - (SEE DETAIL) (TYP) ° Planning t. APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. NTS 12, EX. EDGE 2. LAY LINER FROM TOP OF DITCH OR CHANNEL AND UNROLL IT OF PAVEMENT II I c! INSTALL CURB CUT a. Architecture d U DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. CURB CUT ~ roP-5.77 12' WIDE. PLUG EX. 15" II ' I~ ~ 160 !NV•3.s4 RCP. REMOVE CB AND 4" THK, CONCRETE 3. BURY THE UPSLOPE END IN A SLOT 6 DEEP. PROVIDE STAPLES - . I~ 120 North Ba Ian Ave. I - C! Y AND OVERLAP AS SHOWN ABOVE. INSIDE CURBING TO EX. roP-5.82 FILL W/ SUITABLE ~ Raleigh, N.C. 27603 III EAST WATER STREET II _ MATERIAL. !NV-3.69 EDGE OF PAVEMENT - Since 19 MAINTENANCE 15" RCP INSPECT AFTER RAINSTORMS FOR . ern EROSION OR FAILURE. REPAIR ALL WASHED OUT AREAS BY REGRAD- EAST WATER STREET DRAINAGE IMPROVEMENTS 5"tt' ING, RESEEDING. AND REINSTALLING p scn-E- V - 3a MULCH. 10 -%%\TEMPORARY DITCH LINER NOT TO SCALE OF SHEETS RESULTANT THRUST AT FITTING TYPES OF THRUST BLOCKING AT 150 P,S,I, WATER PRESSURE GRADE RING TOTN. POUNDS i - _ 3 0 UNIT No~uNAl DEAD 90• 45• 22%i• its/~' PIPE ENO BEND BEND BEND BEND I , c ECCENTRIC CONE UNIT o'a B 4" 2,700 3,800 2,100 1,100 530 O 24 DIA, 1Q , g" 5,600 8,000 4,300 2,200 1,100 NOTES' 8" 9,700 11,600 7,400 3,800 1,900 0 1, WALL THICKNESS PER MANUFACTURER'S „ R IN T I, 10" 14,500 20,500 ,100 5,700 1,900 RECOMMENDATION ACCO D G 0 D, 1r' 20,500 29,DOD 1s,7oo e,ooo 4,000 - 5UBJECT TO ENGINEER'S APPROVAL, u" 27 600 39 000 21 wo 11000 s 400 =u 12" 12" FOR 4' ID • 5" MIN, ' 5' ID • 6" MIN, 35,700 50,400 27,300 14,000 7,000 „ . Z i u 19" 44,800 63,400 34,400 17,500 6,800 , „ i I ~ ~I Q 6 ID - 7 MIN, ' I "MIN, 2a' ss,ooo 77,eao 4z,1oo 21soa 1o,aoo ~ QQ Z A O a 7 D 8 MANHOLE STEPS = 24" 76,500 111,000 60,000 31,600 15,400 ~ ~ ~i ~ i w 16 O,C, 2, BOTTOM TWIGKNES5 PER MANUFACTURERS JO" 120,600 170,800 92,300 47,100 23,600 ~ I } a N RECOMMENDATION ACCORDING TO LD, 36" n2,eao 244,400 u2,3ao 67,500 33,900 I . w ~ T N IN R'S APPROVAL, 4 " 23J300 330000 178,600 91,000 45,700 ~n ~ SUBJECT 0 E G EE 2 W ~ 4'- 7' LD, (PER PLANS) Z R 4' ID - 6" MIN, 4a° 304000 43a,oao 232,700 nasao 59600 ~ FO Q 5' ID • 8" MIN 54" 384,100 543,200 294,000 149,000 75,300 6 0 ~ ~ MIN ~ 0 W 6 10 S , cn ~ BEARING LOAD _ 710 8 MIN, ~ 501E (LB,/SQ, FT,) NOTES; APPROVED SEALANT PER ASTM MUCK 0 1, THRU LINE CONNECTION, TEE C443 JOINT, SOFT CLAY 1,000 2. THRU LINE CONNECTION, CROSS USED AS TEE A, AREA TO BE T. EA TO BE TAMPED AND COMPACTED PER SPECIFICATIONS. SILT 1,500 3. DIRECTION CHARGE, ELBOW SANDY SILT 3,000 4, CHANGE LINE SIZE REDUCER B, 2-INCHES OF T 4, MANHOLE EXTENSIONS SHALL BE sAND a,ooo NCHES OF TYPE I-2 SURFACE COURSE Z AS FOLlOWS1 SANDY CLAY 6,000 5. DIRECTION CHANGE, TEE USED AS ELBOW ~ 4' DIA, • 6" MIN, HARD CLAY 9,000 6, DIRECTION CHANGE, CROSS USED AS ELBOW C, OF CRUSHEL OF CRUSHED STONE SUBBASE BEARING 12" ON ORIGINAL OUND ON EACH SIDE, CONC, ~ 5' DIA, - 6" MIN, DIRECTION CHANGE GROUND ON EA FILLED Q 6' DIA, - 12" MIN, NOTES? °D 7' DIA, • 12" MIN, TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL FORCE BY THE BEARING VALUES OF THE SOIL, THE QUOTIENT WILL BE tHE SIZE OF THE • ~`~°;;o~^;;;~. BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET, APPROXIMATE VALUES FOR 12 57 STONE :,,,•,,a, • ~ • ~ VARIOUS TYPES OF SOIL ARE LISTED IN TABLE, ~ ~ z 3 TYPICAL.. SEC ION ' N O h = T BL KIN THR s L 2 1 HIN AT NT M 3 ~ ~ ,N 11 NOT TO SCALE 11 O ~ 11 NOT TO SCALE Z W 11 NoT To sca.E m U ~ ~ > W O IW- O a o Z ai m Y ~ 3 ~ ~ „ } ~ m 5,1' DIA, p° BOTTOM REBAR m ' 1Q U1 ~ Y RING w 3 = D O U 2••4 REBAR SUPPORTS WELDED TO TOP OF RACK AND BOTTOM RING 3' DIA, (TYP OF 4) s~... REBAR RING . O q~` . y ~ B Z W N t9 X = ~ ,r ~ . 5' DIA, • REBAR RING °b 4 NOTE «---•4 REBAR WELDED TOGETHER w ~~`f'ni u W ALL BURIED FLANGES ~ TO HAVE S.S. NUTS & T DIA, ur BOLTS 19'-6" z REBAR RING 17'-6" w ~ O Q ~d N SEE SHT 6 FOR ROADWAY ~DWAY 3 U f- SECTION INFORMATION 4 I,D, PRECAST V ~ 4" THK, CoNC, z Z CONC, MANHOLE w TRASH RACK ~ W ~ 30 GUTTER SIDEWALK ~ BASE 3 (SEE DETAIL) o ~ (EACH SIDE) 3 DIA, DRAWDOWN Z W CROWN OF ROAD ~~-6.. L. PIPE (DIP) ) INV•1,40 ~ O „ QQ TOP OF RISER I" ~ (~,J aaa c~c~ L. O ~ NOTE TOP OF BASE aQaa H PLAN L•1,2 c~ aaa p ~ L•110 ~ ALL REBAR S ALL BE IPPED GALVANIZED 6„ EL 1,40 HOT D AFTER FABRICATION MIN 70 LF OF ~ 70 LF OF 30" D.I,P, ~ 1,00% s ~ MIN, W ~ BOT, OF RISER I~. I- O INV MANH AS L L ~ W EL••1,98 s" MIN 4' I.D. PRECAST ~~p/~p.y~p •:b° •.<`•:b° O ~ IA .b. •.b'. .b.•.b• . INV••1,98 I I~,~O,I [,.111 s~cR~nE 5~•6u 5~"Cn ~~~~ou SUBGRADE ° at V CONC, MANHOLE ~ BASE 4" SHEAR GATE W/ Z ~ J LIFTING 4" D,I,P, LIFTING ARM AND CATCH. 3 O TOP OF TRASH RACK EYE • 2 4 REBAR 12" •57 NCDOT TYPE i 12' X57 I- 4,5 x 4,5 x 12 THK, CONCRETE ANTI-SEEP FL x PE (LIFTING ARM SHALL BE O W EL 3,75 SUPPORTS STONE RIP RAP 18" THK, COLLAR. CONCRETE SHALL BE CAST AROUND STONE F F- ~ N SPOOL PIECE OF SUF ICIENT z V W/ NCDOT TYPE 2 SHEAR RINGS. SHEAR RINGS TO BE ATTACHED LENGTH TO SUSPEND ~ ~ T P T FA T RY AND LOCATE AS SHOWN ~ L~ ~ FILTER FABRIC ~ (EACH SIDE) 0 DI A C 0 D CATCH ON TRACK RACK ~ ON DETAIL. (TYP OF 4) WHEN VALVE IS OPENED) ~ ~ TOP OF RISER z ~ 0 EL•2,00 •4 REBAR fTYP) 5 3 „ EXTEND BOTTOM REBAR 1t z U ~ 0 I cD TO INSIDE OF RISER 1~2 SC SCALE /4 1 0 ~ a TYP T FRANCE (AI.L AROUND? OL 3 (TYP) ,.,_,,,_,_,r. T N 48 DIA. PRECAS CO C, RISER fSEE WETLAND OUTLET STRUCTURE DETAIU e SECTION 4 11 ~2~~~1~•0~~ r:ngineering Planning Architecture 120 North Boylan Ava• Aalaigh, N.C. 27603 Since 1938 SHEET NO. 11 Of 11 SHEETS _