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HomeMy WebLinkAboutDrawings3 4 5 1 2 I A -e C j A f~ F~ ACP Asphaltic Concrete Pavement w/ With N Nortir(ing) 1, THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND SUBSTRU ADD'L Additional Wt Wei ht NO Number ON THESE PLANS, HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF T g WWF Welded Wire Fabric OC On Center EXISTENCE OF THESE UT1LIlIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED T01 AD Area Dram PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURE ADJ Adjacent YD Yard Drain 0/W Oil Water NOT PRIOR TO EXCAVAl10N IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE >ti i~ ANSI American National Standards Institute EQUN Equivalent P Power THE UTILITY DISTRICTS OR COMPANIES AND OTHER OWNERS THAT MAY HAVE EXISTING FACILIIiI APPROX rozimate i EVC End of Vertical Curve Pin of urv r PROTECTION. App (y) PC o t C atu e ARCH Architect(ural) EXIST Existing PCC Point of Compound Curvature 2. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE A ASSY Assembly FD Floor Droin PN Post Indicator Valve CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BLDG Building FDC Flre Department Connection Pl or ~ Property line EXCAVATION SAFETY SERVICE AT 1-800-344-6377 BEFORE YOU DIG. ANY CONFLICTING UTILI BM Benchmork FDN Foundation PSF Pounds Per Square Foot RELOCATED PRIOR TO CONSTRUC110N OF ROAD AND DRAINAGE FACILITIES. i BNDRY Bounds FFE Finish Floor Elevation PSI Pounds Per Square Inch ry 3, THE CONTRACTOR IS REQUIRED TO NAVE. A COMPLETE 5ET OF THE APPROVED ROAD, U1ILITY, L BVC Beginning of Vertical Curve FH Flre Hydrant PT Point of Tangency PLANS ON THE JOB WHENEVER CONSTRUC710N IS IN PROGRESS. THE CONTRACTOR SHALL HAVI C Cable N FL Flonged PV Polyvinyl Chloride WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR AT THE JOI er FlR Floor PVI Point of Vertical Inflection WORKING HOURS. C&G Curb and Gutt I CB Catch Basin FOC face of Curb Q Quanfrty 4, CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND IN. CC Concrete Curb F5 Fnished Surface (R) Radius WORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN TfIESE PLANS AND SPI I CD Concrete Drive FT Foot (feet) RCP Reinforced Concrete Pipe CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND F C IN THE STANDARD SPECIFICATIONS CF Cubic Feet (Foot} FIG Footing RD Road f CI Cast Iron G Gas Main REF Reference 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL J CJ Construction Joint GB Grade Break REOD Required CONTROL DEVICES MUTCD AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC ~ ) i CL Class GRD Grade REi Retaining PREPARED AND SUBMITTED TO THE ENGINEER FOR APPROVAL. NO WORK SHALL COMMENCE UN GV Gate Valve. ROW Ri ht of Wa TRAFFIC CONTROL IS IN PLACE. CL or Cl Center line g y CMP Corru oted Metal Pipe HB Hose Bibb SHT Sheet g 6. ALL TESTING TO BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION AND OR THE TXDOT CONC Concrete HDPE High Density Polyethylene SIM Similar SPECIFICATIONS CONST Construction HORIZ(H) Horizontal SPEC Specification(s) P Corru oted Pol eth lene Pi Hi Hei ht STA Station 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO Fl CPE 9 y Y Pe 9 CTR Cerde ed HYD H Brant SQ Square DEVIA110NS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUC110N IN( r() Y INVERTS, AND DEPTHS OF UTILITIES SHOULD BE CLEARLY MARKED ON THE RECORD DRAWINGS. CY Cubic Yard ID Inside Diameter SS Sanitary Sewer DCVA Double Check Valve Assembly IE Invert Elevation SD Storm Drain- 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT MUD 'AND OTHER CONSTRUCTI( " Standard ACCUMULATE ON PAVED STREETS OR IN THE CREEK CHANNEL ADJACENT TO THE SITE AS A R DDCV Double Detector Check Valve IN ( ) Inch(es) STD ® N TRUCTI N A I IN WATER UNDEI 4. DEPT De artment INV !overt TOE Tae of Wall, or Slope COS 0 ACTIVITY. CLEANING SHALL BE ON AN AS NEEDED BSS US G p SHALL BE USED WHEN WATER PRESSURE ALONE WILL NOT WASH THE CONSTRUCTION DEBRIS F a . DEi Detail IRR Irrigation Water T Telephone Wire DI Ductile Iron lB Pound(s) TC Telephone Conduit 9. ALL WORKMANSHIP AND MA IA IN A R ANCE WITH CITY OF COLLEGE STATOOP TER LS SHALL BE CCO D DIA (0) Diameter LCPE Lined Corrugated Polyethylene Pipe TOC Top of Curb MOST CURRENT COPY OF THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SI S LF tanear Feet TG To of Grote CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES. DIM D~mens~on p i DS Down Spout MAT'L Material TR Top of Ramp 10. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF COLLEGE STATION SHALL BE OBTAIN DWG Drowin MAX Maximum ~ TEMP Temporary 9 PRIOR TO THE START OF CONSTRUCTION. ABSENCE. OF-THE. PERMIT MAY RESULT IN FINES AND E East{ing) MFR Manufacturer TOP Top of Wall, or Slope OF WORK AND POSSIBLE REMOVAL OF THOSE ITEMS CONSTRUCTED WI'~NOUT THE PERMIT. i " EC Electrical Conduit MH Manhole N Television Wire 11. IF CONSTRUCTION IS TO TAKE PLACE IN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL N~ _ I ECC Extruded Concrete Curb MJ Mechanical Joint TYp Typical _ , , OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. ELEV Elevation MIN Minimum VC VerGca{ Curve EOP Ed a of Pavement MISC Miscellaneous VERT V Vertical 12. A PRE-CONSTRUC110N MEETING SHALL BE HELD WITH THE CITY OF COLLEGE STATION CONSTRI 9 TO THE START OF CONSTRUCTION. WM Water Meter E 13. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE, THE CONTRACTOF RESPONSIBLE FOR THE LOCATION AND PROTEC110N OF ALL EXISTING UTILITIES. THE CONTRAC' UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE TEXAS EXCAVATION SAFETY SER w~ 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. ANY CONFLICTING UTILIII TOP OF wAll OE OF wAU. 29ss PRIOR TO CONSTRUC110N. STORM PIPE ~ 2920 4 ® ~ 14. ANY CHANGES TO THE DESIGN SHALL FlRST BE REVIEWED AND APPROVED BY THE PROJECT EP CATCH BASIN OF CITY OF COLLEGE STA110N PUBLIC WORKS DEPARTMENT. E>aSIING NEW TOP AND TOE OF SLOPES _ _ . SDMH SDMH STORM MANHOLE oR 15. PRIOR TO BACKFlLLING, ALL WATER MAINS AND APPURTENANCES SHALL BE INSPECTED AND AF 3:1 2:1 COLLEGE STATION WATER DEPARTMENT INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTR~ sloPE INDICATORS OF ANY DEFlCIENCIES AND OR FAILURES AS DETERMINED BY SUBSE VENT TESTING AND INSPEf ~ Q SANITARY SEWER PIPE ~ ~ x PvC ss CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GOVERNING MUNICIPALITY FOR THE REQUIRED IN EXISTING NEw RIP RAP a ~ 1 . IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONC I ~ 1 SSMH S5MH 6 F NOTARY sEWER MANHOLE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND THE CITY OF COLLE( SA OR FlLTER FABRIC FENCING ~ 17. ANY BROKEN, HEAVED, OR SUNKEN CURB ADJACENT ALONG THE STREET OF THE PROPOSED SI i TO CITY STANDARDS, WHETHER EXISTING OR CAUSED DURING CONSTRUCTION. WATER MAINS -W W W-" MONUMENT EXISTING NEW FlRE HYDRANT AND FDC ~ OR SOIL TEST PIT LOCATION 1. THE 5D' ENVIRONMENTAL BUFFER IS MEASURED FROM THE CENTERLINE OF THE CREEK CHANNEL 9 AREA LEFT IN ITS NATURAL STATE TO BUFFER ANY IMPACTS CONSTRUC110N DEVELOPMENT MA1 WATER METERS CHANNEL. NO CONSTRUCTION EQUIPMENT OR ACTIVITIES ARE ALLOWED IN THIS AREA EXCEPT A INTERCEPTOR AND BID-SWALES • • ON THE PLANS. CONTRACTOR SHALL BEAR ANY FINES OR PENALTIES AS A RESULT OF ENTERIN i EXls11NG WV NEW WV AUTHORIZATION. SHOULD CONTRACT R E SEDIM NT TRANSPORT TNT THE UFFER AREA 1 0 NOTIC E 0 B , waTER vALVES ~ aR N SHALL BE INSTALLED ALONG THE LIMITS OF CONSTRUCTION. 1.,1 CEMENT CONCRETE ' 1.'° ~ ° 2. DCI ENGINEERS, INC. HAS COMPLETED THESE. DESIGN PLANS BASED UPON LOCATION OF THE RC G - FlTTINGS WITH THRUST BLOCKS ~ ~ ~ `~C' CREEK AND THE LOCATION AND SIZE OF THE TRIPLE BOX CULVERT SUPPLIED TO US BY OTHER, y~ N ~ UNDERSTANDING THAT THE ROAD CROSSING LOCATION AND CULVERT SIZE AND LOCAl10N HAVE c00RDINAIES, & LEADERS E 5000.OO PREVIOUSLY BY FEMA IN A LOMR AND CLOMR-F SUBMITTED BY OTHERS. THIS PROJECT IS CURL SURFACE WATER DIRECTION FLOW . • ......v.~ NATIONWIDE PERMIT 39. - 51UBBED do PLUGGED LINE EXISi1NG CONTOUR LABELS ''--(~'7)-°"` a PROPOSED CONTOUR LABELS EXTRUDED CONC. CURB ` i ~ - 756.5 CURB & GUTTER rr?rn iun cant ~ GvennrJC rn:tatFrtl t 755.5 ~ H EXISTING FENCE DATUM/ BENCHMARK CONTRACTOR NOTE 756.55 FINISHED SURFACE ELEVATIONS (HUNDREDTHS) +756.75 TOP BOLT ON FIRE HYDRANT, ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND INFORMATION SHEET ELEV.= 276.90 NGVD 29' VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY ~ DRYWELL U y J @ OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND EXISTING NEW SURVEYS, FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO SHEET NO. CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. co.0 1 q~g 3 4 5 1 2 m-~I vD RI -1 Z -'I ~ D GAD OD Z-. ~'I' zW W ~m, •~N ~ ~ z I I •D . ~n I r ~ I D Y ~ .r • , ~ r I I '.r A D 1 / •'.r n r I r I I ~I' ' J / ~ V V' J N N~ ~N:`'y o:A 'I' / I ~w ti~ I .I CENTER OF TEMPORARY CUL-DE-SAC sn• ~ ~ I' S I $ ~ STA= 4+68.25 ~ I R 11 TA + _ I I ,I ~ 1. STREET NTE SEC ON S 1 00 s 1 FS ELEV.- 281.00 ' n A' ' ~ CREEK CROSSING ACCESS ROAD = ~ ~ r ~ STA 7+75.28 EXISTING ACCESS ROAD. . 4,'~ 1J• ~ J ' •k • , , . I 0 I' X00 6 . ' , '2+00~ 4•C3. ' i 5+1 •25 , 4+0 i _ y a 1 ,i .v 'a o I 9 ~ ' a ~ ac ~ w4....,,~. a.s ° . G~ I' ° 2 .Q a,4 y 1 jr _ .i 7. I-- B . =i- ~C • n 4 I I~ _ ~ 1 ; t ~ ~ ~Y r \ ~ J I • \ 3o c0 I • •I=•.',~,~.~ : _ \ GRAPHIC SCALE LOMB I I ~ ~ $ \ - ~ GAS EAS g~ ~o S~ ~S \A \ 1 I I , \ w I I a IN mil' ' - ~ i ~ o I 3 I I ' = r ; . m o. r~ 3 ~ 1 inch = 40 fk ~zl oo I I = o oc~ k m co ( ~ oo z \ \ \ '~r' • C7 • ~ \ \ \ I- E- z i ' _ ~ z \ \ to tow j I m tow \ ~ ~ , C roo.oD' vc ~ T HIGH POINT ELEV = 282.08 ~ GHT r HIGH POINT STA = 2+92.97 TOP OF CURB RI + N PVI STA = 2+71. + ao = AC 288 w PROPOSED CESS U > U U > w = ~ 284 m - o 280 r y N ' ~ ~ 276 M m ,o / m 00 N o II - - d• SY---~ U ° _ - 272 > m M ~ + ® II w o~ o a E,17 ANG GROUND 268 w to t- ATION o a ZF-U 264 t._~ VERT~a':SCALE=;;-a::~-:1'0;:<;; DA171M IZEP .p 280.00 O ~ t~ O~ N~ d•p N~ c~~ rr ifi LO DJ i~ rOD r~ nOp r~ N~ N~ N N N N N{y NN Nay NN N N i = s i 5+00 4+00 3+00 2+00 1+00 a ' 100.00' VC ~ HIGH POINT ELEV = 261.82 ~ E ~ n HIGH POINT STA = 2+92.97 r 1 i ROAD CENTERLINE " ~ _ i f7 " N 266 w _ i,i PROPOSID ACCESS > ~ > ROAD C w K = 55.89 m 284 1.28% 260 Q N ° i ° 276 O d. " M.. ~ II o r ~ 272 R II ~a to a > 268 w ~AT14N to w ~a ' EXISTING 10' NCRETE tri CONTRACTOR SNALI. I STALL 18 CORRUGATED ~ 264 _ HORZ. ~ SCALE 1 44 IP . YERT.:.SCALE:'.:~>1"-1:0':, BEiWEQJ SEWER NAND CI~P HALF P E DATUM' EZEP 260.00 r M to O~ N~ 00 d~ N~~ Np O~ oJpp , ~ ~ ~ ~N NN NN NN NN NN NN N" Y~~ 5+00 4+00 3+00 2+00 1+00 ~oooD' vc i i ~ 5 HIGH POINT ELEV = 282.08 ~ " N ~j HIGH POINT STA = 2+92.97 N ~ + N PVl STA = 2+71.47 + ao TOP OF CURB LEFT ~ _ " W w > ' ' - ~ > PROPOSED ACCESS 288 G >w _ > 284 1 ~1 T _ % 280 z N u~ / 276 ~ oo . o m 00 N ~ o II ' - 272 > ~ + o a w nN OUND ° ~ o a 268 wcn w AAON z~U yr ~s=. _ , 264 _ ~IaRZ, ;scAt>: ~ ao DATUM PMEV H 280.00 DATU 00 C4 r', Lo (D 0 cn 00 0 0 N N z ° co TOP BOLT co co co NN NN NN NN NN NN N ELEV.= 27 5+00 4+00 3+00 2+00 1+00 1 3 5 1 2 4 i5 , , { ~ ~ I I \ / ~ i I I I ~ I I I I ' • EXISTING PAVEMENT (TYP,} SEE 4 I I I ~ ~ ' ~ • • • ONSTRUC110N LIMITS ~ , A I I ~ 11', w _ I ~ ',I' ~ 4 5 MINUS MATERIAL • I' i ~ I I ' ••I' ~ . . • j • . r 12" MINUS 12" MIN, MATERIAL ~ ''I ' • NOTE 4 • TYP, 4 ) \ ~ ) i;', ~ / n ~ a • n. I ~ I' •'I _,,j• a$• 8 MINUS 4. I 'I. . '>l' ~ ~ MATERIAL l ~ a ' a ^ I q 4 I 'o' d v ' 1 - •42, - . - •.q-a = - . {lam - - - . QD. ~ / Q 1 • •:500 • ~ a.. ,d <a , ~ ' •9 0 I •10 'G a0 ~ . 4 . A I• G . v , ~ 4,r ~ Y \ . ~ FOl ~ ~ B 5 . r I . I ` ~ . I ~ ~,.,~9•„ I I •1 a I I ~f ~ • ~ r •r \ - i~ , I ~ r , r, 30 ~`rr. r.r \ \ k \ COLUMBIA I I • I • \ i °o GAS EASEMEN i r . a r. ~ \ I Ir r\ \ \ \ I ' ST,+raMD FIAE ~+YDRaYi~ • I I ~Ir \ \ CAFE VALWE \ I r rr \ \ • r r r r ~ r r \ \ \ \ WATER LINE ` I ~ ; r ; + r ; : \ ~ •l'. \ AS RECUiAED ~ I r ~ k / I \ i I I ' r '',+•r \ \ TEE CR TJ~PPiPBi SIF.EVF• k I 1 r! ~ r 7 rr \ \ VN,VE as AEr)U~ED I i r ~ \ \ ! ~ yr l -~I { I •r• ' r' ! r ~ \ \ ~ --a AS REQGrREUw I I 'r ' \ Y " ~ XISIING 10 CONCRETE SEWER MAIN, I I CONTRACTOR SHALL NOT DISTURB. ~ ` ` C 10000' VC a+crraR eD~ BEND-^"~ i m HIGH POINT ELEV = 281.82 r caT~n vaLVE-~._~ i Y .t m wrvxvE fiait 0~ ~'E~.~1~~E ~ r HIGH POINT STA = 2+92.97 R N 'r- - STNIDIRO e;±;E HYDRaNT-•~ N - •F N "y 288 w _ FIRE ~IYDF~ANT LOCATION rn _ t;i PROPOSID ACCESS > _ v > ROAD c REALIGN AS NEEDED ~ t ELEC /CAL CONDUIT. W K - 55.89 > m 284 fti`~: 1. 8~ f ' 280 aa+lsr~u cl aN o 4' TYPICAL - 2~6 a ° d' N 2 i. _ ~ ~ ~ II WA1ERdlAIN o n r., 2~2 GeneraltJates~ ~ ~ ¢ ~ Q 11 t1) Fincly cEvidcd carih rrcc of rock, lumps and Llodx ettetd'ing 6" O N ¢ > shall be placed by hood, and compoctcd around the cost ban pipo ~I-~ ® ~ 2, W 2~1} io o depth of T1" over the top at the prpa bafora bock finis bogus W ~ W by any mechanicalequq+ment. ~ U p• I/AADN A 3+1 t2) a~)coruxete blocking shollhe • 28 day concrete strength • 280Dpsl. _ ~..f ~W Ex~nNC 10' NCRETE vi v. l31 Nlthrust blocking shcltprovida a tninvnmr of 2 squato foot of 2 CONTRACTOR SWW. l STALL 18 CORRUGATED ~ bea ing orto of canut:te on andiztnroed sn1, or os directed dy tot n ~ ~ 284 engineor. i N ;NORZ.:{SCALE-;';i~ --40;~ t4) wal¢r rnc:>2 wiAnet bt fouy pttxxuriztd untiiconcrete has ~ V ° ' s f:^ ~ ` reached 7 do sire tn, BETWEEN SEWER NAND CMP HALF PIPE. ~ VERT.? SCALE F i;:,,, 10,.' DA1'Fl~f E~E'V f5) allpipc wiU 5r, laid so w Iha cntcc borrolwiilnova run 26000 beating on the 1'me 9tgdSd trtneh bottom 9eilhGlus ehdibe cut for each hell and Cde hggdron{, t6) All gate va)vt, to bt "a" ring type, with non•rlsing stems. with O) to O N t0 ~ u) #1. J. znds Ittt)uding allglov<ds, halts and gaskets. and to open M ~ O N O d• ~ ~ p O s} ~ tp countar•clockwise rtetU, TEE OF r~ cv o ~ r ~ ~ ~ N ~ N ~ r ~ O ~ ~ t7) NI filling, sho~lb4 mechonia;ol joints unless otherwise directeq. SLEEVE aN0 ~ ~N NN NN 'NN NN NN NN NN aS R' 5+00 4+00 3+U0 2+QO 1+OD - ~~a E f ~-y ~ Y. CONTRACTOR MUST VERIFY LOCATION CORDANCE WITH BRYAN COLLEGE STATION UNIFIED TECHNICAL CONTRACTOR SHALL LOCATE ANl 1. INFORMATION SHOWN ON THIS DRAWING IS FOR PRELIMINARY REFERENCE ONL 1 ALL WATER SYSTEM WORK SHAU. BE IN AC / DIMENSIONS, AND QUANTITIES OF TRENCHES, CONDUIT AND VAULTS WITH U1IUTIES PURVEYORS BEFORE BEGINNING SPECIFICAl14NS FOR WATER 2004, CONSTRUCTION. CONSTRUCTION SHALL BE BASED ON ACTUAL IMPROVEMENTS REQUIRED BY U11U11ES. ®INSTALL 12"x8" REDUCER. 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVA110NS A MINIMUM OF 4' BELOW FINISHED 2. IF REO'D PROVIDE TRENCH EXCAVATION, BEDDING, AND BACKFILL FOR CONDUIT OF U11LI11ES LISTED IN NOTE 1. PROVIDE GRADE UNLESS OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER BRYAN/COLLEGE STATION ©INSTALI. F1RE HYDRANT, B/CS IN MIN. 48 HOURS NOTICE TO UTILITY COMPANIES PRIOR TO CONSTRUCTION. UNIFIED 1ECHNICAL SPECIFICATIONS #130 AND #13i. SEE DETAIL ON PLANS. ® CONTRACTOR SHALL CAP END OI 3. CONTRACTOR SHALL CONFORM TO COUNTY AND STATE SAFETY REGULAl10NS. 3. INSTALL NO U11LIT1ES WITHIN 5' PARAU.EL TO WATER SERVICE LINES, _ s ~ © INSTALL 6" GATE VALVE. 4, ALL ROADWAY CROSSINGS SHAD. BE A MIN. SCH. 80 CONDUIT. CONTRACTOR SHALL COORDINATE ACTUAL SIZE WITH ALL 4, ALL PIPE AND SERVICES 6" AND LARGER SHALL BE INSTALLED WITH CONTINUOUS TRACER WIRE 9 , ) F U11LITY COMPANIES. AN TIED OFF AT THE VALVE. 2 4~ SCH 80 PVC ELECTRICAL ~ WRAPPED AROUND THE PIPE, BROUGHT UP D ) 5• 12" WATER MAIN PIPE SHALL BE CLASS 200 PVC PER AWWA C900. 5. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FlRM CAPABLE OF PERFORMING SUCH WORK. 6. FITTINGS FOR WATER MAIN SHALL BE CAST IRON PER AWWA C110 OR AWWA C153. FlTTINGS SHALL BE CEMENT MORTAR LINED AND SHAU. BE MECWANICAL JOINT UNLESS SHOWN OTHERWSE. " " 6. WHERE CONNECTIONS REQUIRE F1ELD VERIFICATION, CONNECTION POINTS WILL. BE EXPOSED BY " CONTRACTOR AND FlTIINGS VERIFlED 48 HOURS PRIOR TO DISTRIBUTION OF SHUTDOWN NOTICES. 7• COVER FOR WATER MAIN AND SERVICE ONES SHALL BE 48 MINIMUM. 7. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING 8. A MINIMUM 1.5' SEPARATION SHALL BE MAINTAINED BETWEEN INVERT OF WATER MAIN AND CROWN OF SEWER MAIN VALVE MUST BE PRESSURE TESTED PRIOR TO CONNEC110N. IF AN EXISTING VALVE FAILS TO PASS THE f UNLESS OTHERWISE SHOWN. TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO f CONNEC110N TO THE EXISTING SYSTEM OR INSTALL NEW VALVE. _ r I 9. PROVIDE THRUST BLOCKS AS REQUIRED BRYAN/COLLEGE STATION STANDARD DRAWINGS. 8. WHEN FlRE FLOW WILL BE INTERRUPTED, THE LOCAL FIRE DEPARTMENT SHALL BE GIVEN A 24 HOURS 10. PROVIDE #9 SOLID GALVANIZED STEEL TRACER WIRE ON ALL PVC PIPE. NO11CE OF LIME AND LOCATIONS AFFECTED. G 11. PROVIDE 4" WIDE IDEN11F11NG TAPE ABOVE ALL MAINS AND SERVICES. LOCATE TAPE i2" BELOW FlNISH GRADE. 9. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75~ OF MAXIMUM ALLOWED DEFLECTION, PER 1 MANUFACTURER'S RECOMMENDAl10NS. ■ ~ i i 12. CONTRACTOR SHALL STAMP ON TOP OF CURB ALL UTILITY CROSSING UNDER 1HE CURB. WI1H THE FOLLOWING CODE LETTERS: 10. PIPE RESTRAINMENT SHALL BE INSTALLED AT ALL BENDS (VERI1CAL AND HORIZONTAL), TEES, CROSSES, PLUGS, AND VALVES. SEE THRUST BLOCK DETAIL ON PLANS. 13, "C" CONDUIT OF U11U11ES, "S" SANITARY SEWER, "W" WATER LINES, AND "I" IRRIGATION. "E" ELECTRICAL. CONTRACTOR SHALL COORDINATE WITH U11LIlIES. SIGNIFICANT LEAD IiME MAY BE REQUIRED. THE MARKING SHALL LOCATE T1iE END OF ii, LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE ONLY BASED ON THE STUBBED SERVICE AT A 90-DEGREE ANGLE TO THE CURB TO AID IN LOCATING THE STUB AT A FUTURE DATE. AT INFORMAl10N PROVIDED BY THE SURVEYOR. CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO U11LITY CROSSINGS THAT CONTINUE BEYOND THE RIGHT-OF-WAY; PLACE THE MARKING IN 11iE CURB DIRECTLY ABOVE CONSTRUC110N. THE U11LITY CENTERLINE. 12. NEW WATER LINES SHAU. BE TESTED AND DISINFECTED PER BRYAN/COLLEGE STATION UNIFED 14. ANY SEWER MUST BE A MINIMUM OF 18" DEEPER AND A MINIMUM OF 5' HORIZONTAU_Y FROM THE CENTER OF THE TECHNICAL SPECIFICATIONS X690 AND #695. WATER SERVICE. WHEN THE ELEVATION IS HIGHER THAN THE WATER SERVICE, 1HERE MUST A SEPERATE WATER TRENCH WITH 6 FEET OF UNDISTURBED EARTH BETWEEN WATER AND SEWER. ALL WATER SERVICE INSTALLATIONS SHALL BE AT LEAST 10 FEET FROM ANY CESSPOOL, CATCHBASIN, AND SEP11G TANK. H UTILITY PLAN GRAPHIC SCALE AND PROFILE 40 0 20 40 SHEET NO. ( 1N FEET) r 1 inch = 40 ft C2.0 5 6 ~ ~~~n~ 3 4 5 1 2 ~z~~~ -CONSTRUCTION LIMITS ~z~~~ ~ a0.~u ] 1 ~ / / ~ \ I I 1 • • - • tip. a ~ ~ ~ I I / ~ a ~~~o~~~ A 1 /I 4 I N \ / ~ 1 I 1 \ i I• ~I.. I I / / 1 ~ ~ / ~ / i / / \ I ~ \ U ~ JOINTS IN FILTER FABRIC SHALL BE SPLICED I~ o ° Z ~ AT POSTS. USE 1" STAPLES, WIRE RINGS, OR F;,~ ~ ~ ~ \ ~ I 1 1 \ \ • I .I, i ~'r \ \ I I 'I' EQUIVALENT TO ATTACH FABRIC TO POSTS ANp WIRE. V~~~} 2"X2" BY 14 Ga. WIRE m A a r l~ ~ j \ \ \ 1 1 ~ / • . ~\~T 27.3'--"- / MESH SUPPORT FENCE OR W EF,.,,- ! EQUIVALENT, IF STANDARD 0.5' ~ STRENGTH FABRIC USED W I ~ \ ` ,N' M I ~ 'I' I i ' X111 \ \ \ ~ / I Y , l ~ I a ~ FLTER FABRIC 2' I \ \ \ \ \ Iw• I 111 _ \ \ L ~ \ \ \ I 11 ti I J„ . e ~ ~ I I JQ • MIN ~~ti~~~~~~OF ~ ltt n \ s ~ r- ~ ~ r^ \ d cj ? I ~ \ N ~P.•' .,•q~, ~ \ \ .r• r ~-d I,, a' _ ~I \ ~ \ .Ram' •e 4 .d I {2173)x.-4 I: I • •.h~ o II \ I Q 51h1 •25a 4 ' \ •1•~ 4+~0~, ~.I I d I•~ir. / % I \ MIN. 8 x12 TRENCH ~ ~ f ................~....~...,..,.N.... \ -J - ~ . I --i----' ~Y ~ G \ 1 \ I I \ 1 a a. ' ~ d-" a .a • I \ 11,E \ BURY BOTTOM OF l1~ 9 93306 : we~ FLTER MATERIAL 1N 6' MAX. 1.5' ~ rj Di~►'••~lC N E~.•''~w~ 8"x12" TRENCH BACKFILL TRENCH WITH " ~ 1ZlF~~p~'~•••~'';~~G~~ NAl1VE SOIL OR 3/4"-1.5 ~ i111~,~~,~~,~ti~ti''~ \ 1 k e .I aq I ~ ~ X61 lS~ \ \ \ WASHED GRAVEL POST SPACING MAY BE INCREASED 2"X2" WOOD POSTS, , _ _ 1 I ~I.. ~ _ N \ \ w N ~a co I I I .I 'l1 ~ ~ ~ n \ y ~ ~ bo ~ _ - o \ TO 8' IF WIRE BACKING IS USED STANDARD OR SETTER ~ NOTE: NON-WOVEN FLTER FABRIC (AMOCO #4545 OR EQUAL) MATERIAL IN CONTINUOUS ROLLS. \ \ I I 1 ^ III , \ / \ ~1 TEMPORARY FILTER FABRIC FENCE DETAIL ~ SCALE : NTS C3.O I I I I I ~I I : ~T•Il,i: '.I ~~z \ I l \ / \ I \ / I I I N N I I I I I :I . I . 1 1 \ (b ~ \ k I \ I I 1 ~ ~ 1 I _ 1 ( I' •I ;I..I, " •I . 'a. ~ ' ~ f \ ~ r • ~ X51 I I 1 : 1. : ~ 1 - : ~ ti i 1 17 1 'l / ti ~ / 0 I N I I W I I ( ( 1 I 11 ~ 'II•, ~ r''t ; ~'rl~; ~,Ilr' % ~ \ ~ 5 w \ N i : / .t. ICI ~ I ONSTRUCTION LIMITS XISTING 10" CONCRETE SEWER MAIN, N z CONTRACTOR SHALL NOT DISTURB. GENERAL GRADING NOTES: ~ D GENERAL EROSION CONTROL NOTES 1. EXCA~ 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF COLLEGE o o ° 3 0 o a 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DRAWINGS AND STATI( STATION STANDARD SPECIFICATIONS. ALL COMPACTION OF SUBGRADE, ROCK, AND CONCRETE SHALL BE IN ACCORDANCE 1. AN EROSION/SEDIMENTATION CONTROL (ESC) PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE ESC i SPECIFICATIONS (LATEST EDI110N) UNLESS OTHERWISE NOTED. WI WITH CITY OF COLLEGE STAl10N STANDARD SPECIFlCAl10NS. PLAN, AND CONSTRUCTION, MAINTENANCE, AND UPGRADING OF THE ESC FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY OF COLLEGE STATION, OR UNTIL 2. CONTRACTOR SHALL CONTACT ALL APPROPRIATE U11LITY COMPANIES AND THE CITY OF COLLEGE STATION TO OBTAIN 2. ALL FI VEGETATION IS ESTABLISHED THROUGHOUT THE SITE ANA ACCEPTEQ BY THE CITY OF COLLEGE STATION, WHICHEVER IS OTHEF 2. ALL FINISHED GRADING ELEVAl10NS SHALL MATCH EXISTING ELEVA110NS AT THE SITE'S BOUNDARY, EXCEPT AS SHOWN o d ~ 3 ~ NECESSARY LOCATES 48 HOURS BEFORE CONSTRUCTION BEGINS. OTHERWISE IN 1NE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL NO11FY THE OWNER TO RESOLVE ~ z „ THE I~ THE ISSUE PRIOR TO PROCEEDING. a ~ ~ o ~ o n NO VARIANCE FROM THE SPECIF1CATIONS AND NOTES SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY THE 3 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OF THE PROPOSED ROAD, GRADING, OR CITY OF COLLEGE STAl10N. 3. NO Ol 3. NO QUANT111ES HAVE BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND EMBANKMENT ON THIS PROJECT. UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. ER AND .APPROVED IN WRITING BY 4• CONCRETE AND AGGREGATE BASE MIX DESIGN SHALL BE SUBMITTID BY THE SUPPLI 4. GRADI 4. GRADING: ALL GRADING SHALL BE LiMIIED TO 1NE AREAS IDEN11FiED IN THE GRADING PLAN AND SHALL NOT INFRINGE OT CONSTRUC110N. MATERIALS SHALL BE IN 3. THE EROSION /SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS' OF THE ANTICIPATED SITE ON AI THE CITY OF COLLEGE STATION PRIOR TO ANY ROAD OR PARKING L CONDITIONS. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY; AND SHALL MAINTAIN AND ON ADJACENT OWNERSHIPS. CONFORMANCE WITH THE RECOMMENDATIONS IN THE SOILS REPORT. UPGRADE THESE MEASURES AS NECESSARY TO PREVENT SEDIMENT-LADEN WATER FROM EITHER FLOWING OFF SITE, OR ~ AVEL GALLERIES. 5. CUT PUSHED BY A METHOD THAT DOES NOT MATERIALLY INTO NEW/EXISTING STORM .DRAINAGE FACILITIES, SUCH AS DRYWELI_S, CULVERTS, OR GR EXCEE 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED ~/~:1 (HORIZONTAL: VERTICAL), AND SOIL CUT SLOPES SHALL NOT EXCEED 2:1 (HORIZONTAL UERIICAL), EXCEPT AS SHOWN OTHERWISE IN THE PLANS. 5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOM DAMAGE THE SURFACE OR TESTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS SHALL BE REMOVED DI110NS. 4. CONTRACTOR IS RESPONSIBLE FOR INSTALllNG ROCK CONSTRUCTION ENTRIES AT ANY AND ALL LOCATIONS USED TO ~ TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CON 6. FILL E ENTER OR EXIT THE PROJECT 51TE. 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 2:1 (HORIZONTAL: VERTICAL), Z EXCEF EXCEPT AS SHOWN OTHERWISE IN THE PLANS. W ~ • 6. ALL EXISTING PAVEMENT SHALL BE REMOVED IN THE SEC110NS REQUIRING REMOVAL AND REPLACEMENT. THE EXISTING A MINIMUM OF 98% OF STANDARD PROCTOR 5. ANY DISTURBED AREAS, EXCEPT FOR POND BOTTOM AND SLOPES, THAT WOULD BE LEFT BARE FOR MORE THAN 7 BASE COURSE MATERIALS IN THESE SECTIONS SHALL BE COMPACTED TO 7 ALL C RDANCE WITH DAYS AND NOT INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING NATIVE A 7. ALL CURB, STREET GRADES, SIDEWALK GRADES, AND ANY O1HER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE U STAKED BY AN ENGINEERING OR SURVEYING FlRM CAPABLE OF PERFORMING SUCH WORK. ~ O DRY DENSITY ®+/-95% OF THE OPTIMUM MOISTURE CONTENT. ALL COMPACTION SHALL BE DONE IN ACCO ST KE SHOWN IN THESE DRYLAND GRASS AT A RATE OF 60 LBS./ACRE. ASTM D-698. THE NEW PAVEMENT SHALL BE REPLACED TC A DEPTH OF THE PAVEMENT DETAIL NS. 8. FORM PLA 6. GRADED AREAS, THAT WOULD BE LEFT BARE FOR MORE THAN 7 DAYS, SHALL NAVE A MULCH APPLIED AT A RATE OF 8. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR 1S REQUIRED BEFORE POURING CONCRETE. TWENTY-FOUR HOURS J E LOSE FIBER SPECIALLY PROCESSED NOT1C1 NO11CE IS REQUIRED FOR FORM INSREC110N. PAVING SHALL BE A MINIMUM TWO THOUSAND (2,000} POUNDS PER ACRE. MULCH SHALL BE A VIRGIN WOOD C LLU 7• CONCRETE PAVING SHALL CONFORM TO TXDOT STANDARD SPECIFICATION 360. CONCRETE GROWTH OR GERMINAT10N INHIBITING FACTORS. BASED UPON STABILIZED SUBGRADE CONFORMING TO AS A HYDROSEEDING MULCH AND CONTAINING NO WHERE OF 6 INCHES OF CONCRETE PLACED OVER A MINIMUM OF 6 INCHES OF LIME FI MAY BE RE UIRED. 9' DIRECTION FROM THE INSPECTOR, A TACK ER 0 JOINT g, WHERE NEW CONCRETE JOINS EXISTING, THE EXISTING CONCRETE SHALL BE CUT TO A NEAT VERTICAL EDGE. SEAL TXDOT STANDARD SPECIFICATION 26a. JO1NT BETWEEN EXISTING AND NEW CONCRETE ACCORDING TO TXDOT STANDARD SPECIFICAl10N 438. L W ~ RGANIC MATERIALS DOWC; TO 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONTROL, MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, I_' W 8. ALL AREAS TO BE PAVED SHALL BE CLEARED OF ALL GRASS, ROOTS, TRASH, METAL AND 0 A R ALL BE RESPONSIBLE FOR ANY F ROLLED TO 90% OF MAXIMUM SHALL BE UTILIZED QURING CONSTRUCTION OF THIS PROJECT. THE CONTR CTO SH FULL DEPTH BELOW THE PAVING MAT. THE EXPOSED SURFACE SHOULD THEN BE PR00 IRAN PORTATION OF THE E UIPMENT. SHOULD A SPILL MPACTOR. ANY BACK FILL MATERIAL MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE S Q COMPACTION AS DETERMINED BY ASTM D-1557 USING A MECHANICAL VIBRATORY CO RIAL BY TH END OF THE WORK DAY. NO MATERIAL SHALL BE Q Z~z OCCUR, THE CONTRACTOR SHALL REMOVE THE MATE E SHOULD BE SIMILARLY COMPACTED. ALLOWED TO SET DRY OR BE WASHED INTO ADJACENT STORM WATER FACILITIES. REFERENCE NOTES: W U ~ ~ F RA E SHALL BE COMPACTED TO 9a% OF MAXIMUM 9. BEFORE PLACING THE BASE MATERIAL, THE SURFACE OF THE SUBG Q 10 INSTAI 10 INSTALL SILT FENCE, SEE DETAIL 1/C3.0 W I ~ DENSITY AS DETERMINED BY ASTM D-1557. THE LIME STABILIZED BASE MATERIAL SHALL BE PLACED IN LAYERS NOT EROSION CONTROL MAINTENANCE NOTES EXCEEDING 3 INCHES IN THICKNESS AND COMPACTID TO 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0-698. _ ®INSTAI ®INSTALL 2 THICK ROCK RIP-RAP, USE 1-2 DIAMETER ROCK. ~ PLACE THE BASE MATERIAL OVER GEOTEXTILE SUCH AS MIRAFl 500X (OR APPROVED EQUAL). WHERE SUBGRADE IS T00 1. SEDIMENT BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RUNOFF PRODUCING RAINFALL AND AT LEAST A HI VE SPECIFIED COMPACTION. SWELL TESTS PERFORMED AT 20a PSF SEATING LOAD INDICATE THAT 1.0 FT QAILY DURING PROLONGEQ RAINFALL 24 CONTINUOUS HOURS OR 48 HOURS IN ANY ONE WEEK. MOIST TO C E OF MOISTURE TREATMENT SHALL 8E APPLIED TO THE SUBGRADE SOILS. Q 1.1.1 W ~ 2 NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. C.~ ~ ~ ~ 10. ALL STREETS SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. TESTS SHALL BE CONDUCTED AT 100 WQ~ FOOT INTERVALS FOR EACH LIFT OR AS DIRECTED BY THE ENGINEER. ALL TEST REPORTS SHALL BE SUBMITTED TO THE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RUNOFF-PRODUCING RAINFALL. THEY MUST BE REMOVED WHEN ~ ~=o CITY OF COLLEGE STATION PRIOR TO PROOF ROLLS. SINGLE-AXLE 5-TON TRUCK PROOF ROLLS MONITORED BY THE CITY THE LEVEL OF DEPOSI110N REACHES APPROXIMATELY ~ THE HEIGHT OF THE FILLER FABRIC BARRIER, OR ~ THE DEPTH ~ U OF COLLEGE STATION PRIOR TO PLACEMENT OF ROAD BASE AND CONCRETE ARE REQUIRED. CONCRETE TESTING SHALL OF THE CUTOFF DITCH, OR THE VOLUME OF THE SEDIMENT POND. Y THE CITY OF COLLEGE STAl10N'S INSPECTOR. BE AS DIRECTED B 0 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE 11. ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL CONSTRUCTION. DRESSED TO CONFORM TO TWE EXISTING GRADE, PREPARED, AND HYDRO/HAND SEEDED. N . ALL A TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE MAINTAINED AND PREPARED A5 NEEDED TO ASSURE 12. ALL CONCRETE EDGES MUST BE ROUNDED TO A 1/4 INCH RADIUS, EXCEPT WHERE SHOWN OTHERWISE ON DRAWINGS 5. LL Q Q G SAND VALVES. CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. CONCRETE SHALL BE 1/4 INCH ABOVE CONCRETE EDGES, MANHOLE , • ~ ~ P RARY ESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR IN # 6. ALL TEM 0 51DEWALKS MUST BE 6 INCHES THICK AT THE CURB. AFTER THE TEMPORARY BMP S ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON . IF POURED M;Dt~{llJl~ m W SITE. 14. XPANSION JOINTS SHALL BE INSTALLED AT PROPERTY LINES; HOWEVER, JOINTS SHALL NOT EXCEED 100 HALF-INCH E Q INSTA AT 10 FOOT INTERVALS HALF STONES ARE NOT ALLOWED. 7. CONTRACTOR SHALL HYDROSEED DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION WITH NATIVE DRYLAND GRASSES. FEET APART. CONTROL JOINTS SHALL BE LLED , N ~ 15. THE CONCRETE ROAD SLAB SECTIONS AND CONCRETE CURB SECTIONS ARE TO BE REPLACED TO MATCH ORIGINAL SECTIONS ANQ GRADED TO MATCH THE ORIGINAL ELEVAl10N. W GRAPHIC SCALE o Y THE CITY OF COLLEGE STATION. 16. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED B o zo IRED SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH IN THE MANUAL ON 17 ALL TRAFFIC CONTROL, IF REQU , UNIFORM TRAFFIC CONTROL DEVICES (MUTCQ). SHEEP TI11.E: H 18. ALL THE OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY ICC AND OSHA. CONTRACTOR NOTE ( IN GRADING AND 1 inch = 40 ft. EROSION CONTROL ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT PLAN VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE SURVEYS, FOR THE FINAL LOCATION OF EX STINGUUTILIT1 SF IN AREAS CRITICALNTO (800)344-8377 SHEEP NO. CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. m~ C3, O CALL TWO BUSINESS DAYS BEFORE YOU DIG S 4 5 1 2 5 fi 7 ~z~~Q WING WALL PER 5/S2.2 RESTRAINED WALLS PER 2 S2.2 WING WALL PEF / WING WALL PER 5/S2.2 ~ ~ ~ ~ a m~ o rnirn ~ ~ ~ ~ ~ ao fn m cn ~ D ~D pD Z". zW W ~Q+j + ycfl s ~ ~ ~ 1 , ~ D V . i r' CA r . -x.~,. i 7 5.• ~ ~ , ~ \ ~ ' ~ r ~ ~ / .N • ~ ~ / l~ \ / \ ' . .rte \ / ' a , t ~ G. V N . 4 ~ \ \ ~ - ' 11 Q ~ ~ :a v v.. q v q vA': v q v 'a •v o,• . . i ' . ~ 'd 0.' ~ ~ Gq v ~ e q .c d a q aa~- u.,~. - ..Q. . a N. ~ ~ ~ . 273 ZI-. - ~ a w. ' +00 C 4+ 0 a 5 1 25 , • - ( N . ~ 152.2 T~ ~ ~ . , -4 ara,m . _ ~~mfzvrwcv - d , q. O• p ' q ..O v ~q m ' a Q a qa .Q o . q v. q 'v ~ q v'.o.,,: .'di•'' v ~ o. b • a, , • N v 4 ~ v ~ ~ a ~ O ~I . b ' : N ' , i v / v ~ •a ~ / 1'.~ 1 ~ ~ ~ ~ ~ . 2~ 1 N N ~ ~ N ~ I ~ ~ ~ I ~ ~ ~ ~ ' ~ 3 / 1 ~ ~ 3 ~ N ~ J m 3 ~ . c~ ~ M N ~ c~z oc~ ~ O n! nl ~ z ~ co + ? ~ + ~ . - 1 ~ a~ ~ a acs' ao I ~ -y rw ~z ~-w t-z m ~ RESTRAINED WALLS PER 2/S2.2 ~ m cn w ~i-~~ .LL WING WALL PER 5/S2.2 WING WALL PER 2/S2.2 - D CDN mN I m -I z -i ~ D ELEYA770N D ° a NORTH WING WALL z W zrn c~~ r{ IN/y r ~ N D N i"' ~ N N r r c _,..C a iv T/V4;11a. ~ T " T tTC / o ~ E a z h ut r ~Y CONTRACTOR SHALL INSTALL 18■ CORRUGATED STA 3+15 ■ ~ r BOX CULVERT' PER 152.2 BETWEEN SEWER MATN AND CfaP HALF PIPE f. r p0 NN d-N N~ r~~ I~ O ~ ~p 00 4 N N N N N N N N N N N N N N V 5+00 4+OD 3+00 2+00 F 7 i J a ~ Q ~ 3 ¢ N3 ~ 3 mc~ M3 z ~ mz ~ z o ~ a°o ~ +z SOUTH WING WALL ELEYATIDN Z ~ ~ ~ a a~ ¢o w z 'z. N (n m V1 W ~ N N N N N CV N N U'1 i 0 Z ' CV c~ T S1A8 G 269.70 N T/FfG O ARON z m COtdtRACTOR SHALL INSTALL B' CORRUGATED S1'A 3+15 fP ■ ~ ~ BOX CULVERT PER 152.2 BETWEEN SEWER I.WN AND Cl~P HALF PIPE ~ i s._ t c~ co d- ~ ~ oNp d- aNi ~ ~ ~ _ ~ ~ ~ NOJ N~ N~ N~ NN N N N N N N N N  BOX CULVERT H 1+00 AND WING WALL 5+00 4+00 3+00 2+00 GRAPHIC SCALE PLAN AND PROFILE 200 0 10 20 SHEET NO. ~ IN FEET, C4.0 1 inch = 20 ft 3 4 5 1 2 5 6 7 TABLE OF MIX DESIGN REQUIREMENTS ~~~~~v Member Strength Test Age Maximum Maximum Air ~z~~~~~~ 4d OR 2~/2° MIN mf=g TypelLocation (psi) (days) Aggregate W/C Ratio Content ~ N 45' 0 0o s=°~ Foundations D D • Foundations-spread footings 4000 28 1" 0.45 5% -o ~ ~ ~ a eta D D 180°G-ij Q X GENERAL REQUIREMENTS 45' a a~ Walls GOVERNING CODE: The "International Building Code", 2000 Edition, as adapted and modified by the City of .Retaining Walls 4000 28 1" 0.45 5% D = 6d FOR ~3 THRU ~8 ~ ~ o ~ Q College Station shall govern design and construction, ~ DRAWIII ce to a s ecific section in a code does not relieve the contractor from Mix Des- ign N°-tes: REFERENCE STANDARDS: Referen p t, compliance with the entire standard. The latest edition of the standard shall be used unless a specific date is - (1} WIC Ratio: Water cementitious material ratios shall be based on the total weight of cementitious MARK DESCRIPTION indicated. materials, Ratios not shown in the table above are controlled by strength requirements. - e eneral notes. A FOOTING SYMBOL (REFER TO NOTE PRIORITIES: Notes on the individual drawings govern over thes g Q (2) Gementitious Content: SPREAD FOOTING SCHEDULE) a SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these (a) The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2,8.b. PILE CAP SYMBOL (REFER TO r notes and the structural drawings. P1 Maximum amount of flyash shall be 20% of total cementitious content unless reviewed and ap- SPREAD PILE CAP SCHEDULE) LS: The structural drawin s are intended to show the general character and extent of proved othenuise by SER. - STRUCTURAL DETAI g TILT UP/PRECAST CONCRETE WALL t the project and are not intended to show all details of the work. QA CONNECTION SYMBOL (b) For concrete used in elevated floors, portlantl cement content shall conform to ACI 301 Sec REFER TO CONNECTION DETAIL 's contin ent on rovidin su ortin data to the ( ) PO SIBILITIES: The structural en sneer is res onsible for the strength and stability of 4.2.2.1. Acceptance of lower cement content i g p g pp g STRUCTURAL RES N g p structure in its com leted form. ArchitectlEngineerfoi review and acceptance. SHEAR WALL SYMBOL (REFER TO the pnmary p W6 SHEAR WALL SCHEDULE) S e contractor is res onsible for the means and methods of construe- (3) Air Content: Conformto ACI 301 Sec 4.2.2.4. Vertical exterior surfaces and horizontal exterior sur- CONTRACTOR RESPONSIBILITIES. Th p lards such as OSHA and UVSHA includin those steel erection items spe- faces in contact with the soil require entrained air. Use "severe exposure" for air content. Tolerance tion and all fob related safety stan g , ° 1 REVISION TRIANGLE latest OSHA re ulations. The contractor is res onsible for the strength and stability is ±1-/ Air content shall be measured at point of placement. afically addressed m the g p of the structure during construction and shall provide temporary shoring, bracing and other elements required , ~ o formto ACI 301 Sec 4.2.2.2, Slum shall be determined at oint of lacement. TILT-UP PRECAST CONCRETE WALL ' t e (4) Slump. C n p p p / to maintain stability until the structure is complete. It is the contractors responsibility to be familiar with h 1 PANEL NUMBER (REFER TO TILT-UP/ work required in the construction documents and the requirements for executing it properly. The contractor ° PRECAST CONCRETE WALL ELEVATION`, Texas State re istered structural en sneer PE for desi n of tem orary bracing (5) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of .045 /o shall at his discretion employ a 9 g g p at 28 da s measured in accordance with ASTM C157, CMU WALL REINFORCING SYMBOL and shoring. Bolting and field welding at all member connections is to be completed prior to the release of the Y ' to orar 1 (REFER TO CMU WALL REINFORCING member from the hoisting mechanism unless reviewed and approved by the General Contractors mp y 1 t, 6 Chloride Content: Conform to ACI 301 Sec 4.4.1 and Table 4,1.1 for "Other Reinforced Concrete SCHEDULE) bracin and shorin desi n engineer. Submit construction sequence to ArchitectlEngineerfoi review. ( ) 9 9 9 Construction." „ DRAG STRUT WELD LENGTH ~ r DISCREPANCIES; In case of discrepancies between the General Notes, contract specifications and refer- (REFER TO TYPICAL DETAIL) En sneer shall determine which shall overn. Discre ancies shall be brought to (7) Nonchloride accelerator: Non-chloride accelerating admixture may be used in concrete slabs placed r" ence standards, the Architect! g g p at ambient tem eratures below 50°F at the contractor's o tion, INDICATES DOUBLE SHEAR CONNECII( the attention of the ArchitectlEngineertiefore proceeding with the work. Should any discrepancy be found in p p 1 I I 5D (REFER TO THE STANDARD BOLTED the Contract Documents the Contractor will be deemed to have included in the price the most expensive way o t e FORMWORK: Conform to ACI 301 Sec. 2 "Formwork and Form Accessories." Removal of Forms shall con- BEAMS CONNEC110N DETAIL) of completing the work, unless prior to the submission of the pace, the Contractor asks for a decision fr m h ha I overn. Accordin I an conflict in or between the Contract Documents shall not formto Sec. 2,3.2 except strength indicated in Sec. 2.3.2.5 shall be 0.75 P c. INDICATES NUMBER OF STUD RAIL . C Architect as to which s I g 9Y. Y SR REQUIRED AT COLUMN REFER TO ( i be a basis for adjustment in the Contract Price. ) MEASURING MIXING AND DELIVERY: Conformto ACI 301 Sec, 4.3. S A i. RIFICATION: The contractor shall veri all dimensions and conditions at the site. Conflicts between ROOF/FLOOR DIAPHRAGM NAILING SITE VE fY o 'tions shall be brou ht to the attention of the ArchitectlEn sneer before ro- HANDLING PLACING CONSTRUCTING AND CURING: Conformto ACI 301 Sec. 5. 1 SYMBOL (REFER TO DIAPHRAGM the drawings and actual site c ndi g 9 P i,. NAILING SCHEDULE) ceeding with the work. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and bedded items before lacin concrete. Contractor shall refer to mechanical electrical STEEL COLUMN SYMBOL (REFER ceed the desi n loads as non-structural em p g ~ ~ C1 CONSTRUCTION LOADS: Loads on the structure durng construction shall not ex g TO STEEL COLUMN SCHEDULE) U EMENTS below or the ca acs of artiall com leted construction. plumbing and architectural drawings and coordinate other embedded items. noted in DESIGN REQ 1R p iy p y p T 5LA8 ELEVATION SYMBOL (T/ REFERS ~ r' ADJACENT UTILI TIES. The contractor shall determine the location of all adjacent underground utilities prior TESTING AND ACCEPTANCE: ~ TO COMPONENT THAT THE 1 =0 ELEVATION REFERENCES to excavation. An utili information shown on the drawin s and details are approximate and not necessarily ) Y ~ g Testin ; Obtain sam les and conduct tests in accordance with ACI 301 Sec. 1.6.42, Additional samples f~ complete, ----g p STUD BUBBLE (INDICATES NUMBER may be required to obtain concrete strengths at alternate intervals than shown below. ~---03 OF STUDS REQUIRED IF ALTERNATES; Alternates fors ecified items may be submitted to the ArchitectlEngineerfoi review. ciders for 28-da testa e. Test 1 c tinder at 7 da s test 2 c tinders at 28 da s and NUMBER EXCEEDS (2)) p Cure 4 yl n y g y Y, Y y, ss, I hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the En- s INDICATES STEP IN FOOTING SUBMITTALS ese e e discarded without bein tested for s ecimens (REFER TO TYPICAL STEP IN gmeer to the contrary, the r rv cylinder may b g p meetin 28-da siren h re uirements. FOOTING DETAIL) ~ 9 Y 9t q fl _1 i tikJ 1 1 SUBMITTALS; Submittals of shop drawings, mill tests and product data for items designed by the SSE shall submittal Acceptance. Strength is satisfactory when: DETAILS OR SECTION CUT be made to the ArchitectlEngineer prior to construction. The contractor shall review and stamp the X SX.X (DETAIL NUMBER/SHEET NUMBER) ' ectlEn sneer. Submittals shall be made in time to rovide a minimum two- 0 3 consec t've tests a ual or exceed the s ecified stren h. / before forwarding to the Archit g p (1) The averages of all seas f u i q p gt weeks for review by the Architect(Engineer. Submittals required for each section ofthese notes are specified (2) No individual test falls below the specified strength by more than 500 psi. 0. ' DETAILS OR SECTION CUT IN PLAN in that section. ~ s~.r VIEW (DETAIL NUMBER/SHEET NUMBE A `test for acce tance is the avera a siren th of the two cylinders tested at the specified test age. p 9 9 SHOP DRAWING REVIEW: Review by the ArchitectlEngineer is far general compliance with the design con- INDICATES LOCATION OF CONCRETE r e SER and therefore X/SX.X cept and the contract documents. Dimensions and quantities are not reviewed by th ~ CONCRETE REINFORCEMENT WALLS SHEAR WALLS OR BRACED al Contractor. Markin s or comments shall not be construed as relieving the ' d the Genes _ FRAME ELEVATIONS must be venfie by g I( P contractor from compliance with the project plans and specifications, nor departures therefrom. The.+~ontractor REFERENCE STANDARDS: Conformto; SPAN INDICATOR (INDICATES EXTENTS remains res onsible for details and accuracy; for confirming and correlating all quantities and dimensions; for 1 ACI 301-99 "Standard S ecifications for Structural Concrete", Section 3 "Reinforcement and Rein- OF FRAMING MEMBERS OR OTHER p p selecting fabrication processes; for techniques of assembly; and for performing work in a secure manner. forcement Supports." STRUCTURAL COMPONENTS When shop drawings differ from or add to the requirements of the structural drawings they shall be designed (2) ACI SP-66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforce- and stamped by the responsible SSE. ment," ABBRE - (3} CRSI MSP-2-98 "Manual of Standard Practice." TESTS AND INSPECTIONS (4) ANSIlAWS D1.4 "Structural Welding Code -Reinforcing Steel." c An I e FD FI oor [ E 5 IBC Cha ter 19 Concrete. g p ~ A6 Anchor Bolt FDN Foundo INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec. (6) ACI 318-99 and ACI 3188-99. ADDL Add i t i ono I FIN Finish 109. The contractor shall coordinate all required inspections with the Building Official. ALT AI ternote FLR FI oor i~ SUBMITTALS: Conform to ACI 301 Sec, 3.1,1 "Submittals, data and drawings." Submit placing drawings ARCH Archi tecturel FRP Fiberg SPECIAL INSPECTIONS: In addition to the inspections required by IBC Sec. 109, special inspectors shall, in showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. B/ Bottom Of Re i nfoi accordance with IBC Sec. 1704, perform the following: BMU Brick Masonry Unit FTG Foot i n~ MATERIALS: BP Baseplote F/ face o~ Concrete BTWN Between GA Ga e i . Reinforcing Bars ASTM A615, Grade 60, deformed bars. 9 • During the taking of concrete test specimens. BLDG Bu i I d i n GALV Go I van Bar Supports CRSI MSP-2-98, Chapter 3 Bar Supports. 9 • During the placing of reinforced concrete. Tie Wire .............................................................16.5 gage or heavier, black annealed, BLKG B I ock i ng GEOTECH Geot~ • Prior to and during placement of concrete around bolts and embeds BOT Bottom GL G I ue L~ • Durin lacin of reinforcing steel fo to ACI 301 Sec 3.2.2. "Fabrication" and ACI SP-66 "ACI Detailin Manual" ~ Center I i ne Timber 9 p 9 FABRICATION: Con rm ~ g C Camber GWB Gypsum Soils &Foundations CIP Cost in Place HDR Header • Durin earthwork excavation, grading, pre-loading and filling operations to satisfy requirements of IBC PLACING: Conform to ACI 301, Sec. 3.3.2 Placement. Placing tolerances shall conform to Sec. 3.3.2.1 CJ Construct ion or HF Hem-Fi i g 'Tolerances." Control Joint HGR Han er 1704.7. 9 • Prior to lacin an reinforcing steel, the geotechnical engineer shall inspect all soil bearing surfaces. CLR C I ear HD Ho I d-d~ p g Y CONCRETE COVER: Conformto the following cover requirements fromACl 301, Table 3,3.2.3: CMU Concrete Masonry HORIZ Hor i zor F S cial Cases st a ainst earth 3" Unit HP H i h Pc ~e Concrete ca g g • During tieback placing and stressing. Concrete exposed to earth or weather ...............1 112" COL Co I umn HSS = TS (I CONC Concrete Structr INSPECTION SUBMITTALS: Submit copies of all inspection reports to the ArchitectlEngineer for review. SPLICES: Conformto ACI 301, Sec. 3.3.2.7. Refer to "Lap Splice Schedule", for typical splices, The splices CONN Connection I D Inside indicated on individual sheets control over the schedule. Use Class B splices unless noted. Mechanical con- CONST Construction I E Invert SOILS AND FOUNDATIONS nections ma be used when a roved b the En sneer. -CONY Continuous I F Inside Y pp Y g CP Complete INT Intern Penetration k Kips REFERENCE STANDARDS: Conformto IBC Chapter 18 "Foundations & RetainingWalls." FIELD BENDING: Conformto ACI 301 Sec. 3,3.2,8. "Field Bending or Straightening." Bar sizes #3 through CTC Center to Center KSF Ki s PE #5 ma be field bent cold The firsttime. Other bars require preheating, Do not twist bars. ~ p Y C SINK Countersink LF Lrneal GEOTECHNICAL REPORT: Recommendations contained in Geotechnical fnvestigafion for Proposed Gate- 0 D i ometer LL Live Li way Villas Condominiums, SJB Project No. 031401 by Spencer J. Buchanan Associates, Inc. dated Septem- STRUCTURAL STEEL DB Drop Beam LLH Long LE tier 15, 2003 were used for design. DBA Deformed Bar Anchor LLV Long LE REFERENCE STANDARDS: Conform to: DET Detail LP Low Po' GEOTECHNICAL INSPECTION: The Geotechnical Engineer shall inspect all prepared soil bearing surfaces {1) AISC "Manual of Steel Construction -Allowable Stress Design" DBL Doub I e LONG I T Long i tr 4 prior to placement of concrete and reinforcing steel and provide a fetter to the owner stating that sails are ode- {2) AISC "Code of Standard Practice for Steel Buildings & Bridges." DEV Deve I opmen t LSL Lomi na~ quote to support the "Allowable Foundation Pressure" shown below. (3) RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts." DF Doug I os Fir LVL Lomi na~ 4 AWS D1.1 "Structural Weldin Code -Steel." D I AG D i ogona I MAS Mosonr; G g DIST Distributed MAX Maximus DESIGN SOIL VALUES. ' .,........2000 PSF ~ ubmit sho drawin s in accordance with AISC S ecification Sec. M1 "Sho Drawin s." DL Dead Load MECH Meehan Allowable Foundation Pressure SUBMITTALS. S p g p p g DN Down MEZZ Mezzan Passive Lateral Pressure (Assumed) .........................200 PSFIFT Submit welder s certificates verifying qualification within past 12 months. DO Ditto MFR Manuf a~ f Active Lateral Pressure (unrestrained) .......................100 PSFlFT DP Depth/Deep MIN Minimur Coefficient ofSlitlingFriction ......:...............................0.3 MATERIALS: DWG Drawing MISC Miscel Bars &Plates ASTM A36, EA Each NIC Not I n SLABS-ON GRADE & FOUNDATIONS: All foundation shall bear on structural compacted fill or competent Tie Rods ASTM A36 EF Each Face NTS Not To native soil per the geotechnical report. All slabs-on-grade shall be founded on appropriate subgrade prepara- EL E I evat i on OC On Cen tion as noted in the geotechnical report. WELDING: Conform to AWS D1,1. Welders shall be certified in accordance with AWS requirements. Use ELEC E I ectr i ca I OD Ouf s i d~ E70 electrodes of type required for materials to be welded. ELEV E I evator OF Ou t s i d~ CAST-IN-PLACE CONCRETE EMBED Embedment OPNG Open i n~ EQ Equol OPP Opposi ERECTION: Conform to AISC S ecification Sec, M2 "Fabrication" and AISC Code Sec. 6 EQUIP Equipment OWSJ Open Wi REFERENCE STANDARDS: Conformto: FABRICATION 1 p „ EW Each Wa OWWJ 0 en W~ 1 ACI 301-96 "Standard Specifications for Structural Concreteu, "Fabrication and Delivery and AISC Code Sec. 8 "Quality Control. The fabricator and erector shall main- Y p EXP Expansion e Plote t2) IBC Chapter 19. tain a quality control program to the extent deemed necessary so that all of the work is performed in accor- gyp ,T oeG o,,,,,,~or dance with this Code, the AISC Specification, and the contractor documents. / Y Y /\V YU VY I YVIYIIVI DOCUMENTS AS 'TOP BAR°. 'FRP Perpendicular IM1WF Welded Wire Fabric FIELD REFERENCE: Existing The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard pens H Iun DI ,,,l a + Phis nr Minims _-r;IFAIFRAI AInTl=C1 Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References. GALVANIZING: All steel shall be hot-dipped galvanized. Apply field touch-ups per specifications. EXT Exterior PLWD P l ywoo~ CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mixtures." ERECTION: Conform to AISC Specification Sec. M4 "Erection" and AISC Code Sec.7 "Erection." Steel work shall be carried up true and plumb within the limits defined in AISC Code Sec. 7.11. MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementitious materials, aggre- gates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec.-4.1.2. Submit mix designs for each mix in the tr table below. =1 I 4 5 .I~ III _ 3 5 ~ N ~ .~ill~~lll~~lli~'•I~, ~N 1 = N~ N~ , i I-I ~ I-III-I I I_~ I ~ z~ p. .I=1 I I=1 I I=1 I I=11. I-11 I-1 _~-III III I f _ • d ~ . 4 A • < e G Y V p I ~ • A< p < ~ < d ~ ..p V ~ p• p . d . ^ • f ~ • -III-I h ~qq O ~ ~ ~ ~ -III-III .a. a, d a .a• G ° n .Qd ° .,•e.o v G' °a e ° ~ .e . a I-III- . 1. • ' • , . ° " a . e , . , B''• °a G° " ' ° a. ' . , . • ; L. • ' e , . •a : . ' • • ' 4.. d . . ~ • 'p ° _A _ _ _ a_~ _ \ _ III-ill-~ ~SI'IIZ t ~~o _ -III-III 9''' ° ,.dy d .a d.. ..G. a• ..e d` a ° . - - y'. ' ~~r~ 1-III- u _ #6 @ 12 OC (SHORT -I ~ I-III ° .•a . _ =d TOP&BOT -III-, • Q 1= • 2" MIN BEARING 2'-fi" -r -11 I ~ - : ~ d , 5 @ 12" OC VERT x e ~ ( ) • EA FACE a EA FACE ° ' • Q. ~'a°'. 1 • .e • 2n 2n ° CLR CLR 211 211 CLR • ' C CLR • a ° . q L~ B 4 S2.2 ' t ~e 'd m _ _ • b I ~ . of .jf~'5 @ 12" OC HORIZ a, ~5 @ 12 OC (HORIZ) t_ e II ( ) II 4 EA FACE EA FACE ~6 @ 12 OC (SHO . TOP & BOT e ' - i . r -111=11 ~ ° . d ° . • d. - _ 4 Q ~ a • n e ' ' , a ° • . . • 4.° : " , ' ° e ° e , . ~a ' a e G : a ao ' . 4a a : d • d.: ° III - - =1 ~ -111=III III I I1=III=1 I I~ C-1 I III ~ ~I _ - _I I Ir:►I III 311 X11 i ° 10'-0° 10 -0 7 1 32'-10" RD MC-10.7 DOT STANDA ULVERT TRI E B6X C PL 8" T/WALL ' PER PLAN A 4 o CULVERT REINF - - T/WALL • PER PLAN "I = = a'a ' ALL II I I-I 1 I-I CULVERT SIDEW ~ 2 CLR • ~ ~ _ I, PER PLAN ~ a ~ • • 1__ I I ~ • , 5 VERT @ fi OC 2u a - a , e° • r° -111 ~5 VERT @ 18 OC J WINGWAII • ••d • CULVERT SIDEWALL _ II =1 • ~ , ~ „ CLR 11 .I=1II. .II-_ .I N I-111 .:III , I 111_111' ll I a. . i . da• ; I d • . p ; 4 @ 18"OC VERT • •r d ° a d1 • 4HRIZ . 4. a: ~ #5x ~ @ 6'OC "may WINGWALL REINF ~ Q ` `rn ' 4' ' ~ I PER PLAN v ' ~ ..d ~ s 00 u N ~5x ~ @ 6 OC ' • . PER PLAN I ~ ° • • k m #4x N @ 18 OC fi < • E # N 2-0 ~ e•~~ „ !I 2 _0 N - N -III 4 ° + i - - - A x ~ _111_111-111_111 Q „ ANSITION - - - ~ ~ ~~/2x4xo -4 WALL TR ' ' ERT WING . e ° W CULV 4 a..~... d . 3 ,I_ . 11 d, . • . • . • • ° . • • d , a ~ o RECESSED IN • SCALE. /4 -1-0 . •4 ° • ~ • ' . > I CONCRETE, • 8 d b EA END, TYP ° . . R • t L T/WALL CULVERT TOP SLAB, REF 'S 1 'd 1 S2.2 FOR REINF ~e PER PLAN / FIN GRADE PER PLAN ~ 1 ~ STD PIPE • • • /4 Z; SLEEVE EA END, TYP a ' ' •a . ° -III- S 4 7 I • a ' -III • a• 1r~ - 2u 1 t< ■ r , F • cLR • a• • d • C 5 @ 12"OC VERT ° ` ' ' # o.: 4 u a.. 1 #4 @ 12 OC VERT ' •Q . *~1~ 4 @ 12"OC HORIZ EF ~ ~ : ~ I .a 2x4 KEY, TYP 1 ~ ' 2 x r @ COLD JOINT 'r ~ a d ~ ` ~ 1 -0 FREE DRAINING ; CLR ~ ° GRAVEL BACKFILL ° ~ FIN GRADE ° ° PER PLAN e ~o .1 . . ~ a r- ~ _ d ~ Z z ° d ° ~ T/FTG • CULVERT WALL BEYOND o PER PLAN G ~ 2x4 KEY, TYP i • 4 ; d i, 2"~ WEEPHOLES @ COLD JOINT ~ 4 ' : ° . CONT 2x4 9LOCKOUT • @ 6 -0 OC FIN GRADE ' . ~ PER PIAN - N ~ CULVERT 80T SLAB, REF FINISHED GRADE .d • d • •a ' T FTG 1 /S2.2 FOR REINF ' . ° ' / T/SLAB " ° PER PLAN . ' • . . . • ' • ~ i l- ' = PER PLAN 'a ' I. - " of 00 d •a d • ° • • ° - _ d ill- ' I= 1 ~ 4 @ 12"OC ~ I 11, . =1 I (-I I i _I I 1 ' ~ ' I I- 6 -0 -I ~ d a i~r i - ~ M I- ° 2 O : dq O _I I ` ' CLR I ' • ~ 1, < A. L -If Y d. I~i d i #4 @ 12 OC VERT e I I i- CLR i I • : _ - CONCRETE (3) #4 CONT = ~a I " I I III8-n (4) #4 HORIZ 6 6 - - - 111 =L C 111 T A 11 A - WING WALL SECTION WALL SECTION AT CULVERT 3 TYPICAL TIER0D RESTRAINED WA 5 WING SCALE: 3/4"=1'-0" SCALE. 3/4-1 -0 I