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Home My WebLink AboutMarch 21 2005 C7 Detail SheetW 7' CONCRETE 4"_ #53 STONE �•;OMPACTED SuBGRADE CONCRETE PAVING SECTION (NC SCALE) V2_-H.A.C. -H.A.0 ' SURFACE 2 1 /2 " -F A C y8 BINDER 3' -#53 STONE 4 " -$2 STONE i FRAME AND COVER AS SPECIFIED. APPRCX4 R 2 IWE -r. I ,.ATERA_ CONNECTION TO =ANOU_ FINISH GRADE OR PAVEMENT STRUC7URE TO BE W IN 3 -C ^T PRECAST CONCRETE ADJUSTER WISH FLOCR CONCRETE SLA?S, WALKS, AND CURBS, RINGS, 4' M!N -12" MAX. (SEE 1 0R ',W 1576 FDR 7/77 1 24" DiA. DETAIL) I ,L,I CONCREi °- S' MIN '' ENCASEM N' cl. WHEN N BUT' RUBBER BAaE E_XIER'OR / CC.NTR[C CONE : - BA KPLASTER MA? RA:.- ; /4" SECT ION I SUR =ACED CLEANOUT PLUG & ADAPTER ±1/115' M!N' THICKNESS FROM 4" P.V.C. PIPE I 2 B.'OW TOP OF CONE TO STEPS CASTING, SEE PLAN FOR TYPE CAS 'NG, PER SPECS. NO',4 i R LATERAL) I (SEWER MANHOLE S EPS SHA'_ B POLYP4J '.N:= C. ELE\ATi'ON d v O a PO_vPRCPY ENE COA' D ST-c_ REINFORCINO OR AN r NQT_. APPRCVFD N N- CORROS'V BERG ASS MATERIAL. , / MANHOLE CONFORMS TC ASTM C 478. COPOLYMER POLYPROPYLENE SHA�l MEET THE ly iv JOIN! CONFORMS TO ASTM C -443. 48" 'DIA. REQUiREM,EN S OF ASTM D-4101 REINFORCE W : 8c= OJ n'D DIAMETER Ste. � Z °.13 m DEFORMED /8 M!N. DIAMETER REINFORCING S ..._ - l (NO SCALE) ONFORMIN =0 HE REQUIREMENTS OF ASTM A -515, GRADE EO NON COATED CAST IRON STEPS ARE NOT. I� -I — IL- O RIN GASKET BETWEEN ACCEP7A3LE. "I "— _—ADJJS'MENT AL RISER AND CONE i6 TYP. RINGS SEC iONS, PLUS 1/2" BALANCED IRS 2 STONE EX RUDACLE GASKET —._ —_ (KENT SEAL OR EQUAL) w �--- MINTMJM 'I /2" PER FOOT SLOPE �- I 6' LEVEL BOTH SIDES -� 24 S0. I- ON E CH SCE •F THE F INDOT TYPE a PR FORMED H0_ 70 - � I INLET BOX MAX OF PIPE +6" m -PRECAST CONCRETE SECTio \S u W /1,CN -5HR NK GROC -. ,- I _' 1AMPED OR WALK) INTO ;. 'JAR PIP[_ SIZE I - _ - Rt � " - F' 4 BAR � 2 C :,. BOTH WAYS. 'CR - - rC S 8' MAX. STRAIGHT v - sIEE_ MESH AREA = 0 12 SQ. IN /so. F-) i 15" MAX. SKEVr/CORNER Z 'E BASE SE? '- -ON C 6" ON 6" a" #T STONE M - -6" COMPACTED STONL � STANDARD STORM MANHOLE INLET TYPE "A" (FOR PIPE SIZES THRU 24 ") (NC SCALE) BEDDING SECTION-- - PVC & HDPE PIPE (INLET IN A SWALE) (NO SCA_.E) (NC SCALE) - L &-O/ n F R Z _ -- BEDDING PLCw O.D./A ; GtEA'ER 'rAN 5 ( - (1 MIN. '.25 LIE MIN. o P dE_ M ti. =4 MAa N - LESS 'I AN 5' (2) / G (2) 1.25 Bc + - (MIN ENS R GRASS ROW -H IF _-_P . - _ _ NO N ^ER PA�MEN -I -III - — LDCL OF PAV_M_N I, MT^ W'Di, (' ;,RR I;,ITTCR (1R\ _ -III- " BA:;KI W -'.'I ^,LAN SIMILAR STRUCTURE. AN PF RRG I!.Rw1F MA CR PT. OF TRANSPR R AnoN (M CHANI, A._ _ -- COMPACTION TO 95% PROCTOR) ( "'j RFG7I; AR SACKF..I --<: - (2) "P" BORROW CR EO.,iv. GRnNUSR MATFR:AI COMPACTF.I rD 95 %- \�„ vr� SANDARD PROCTOR ,FNSIT' III vv_9vv 'cv v I�- dL LI JPME Fd _ 17 v V v G v v G I .. N r ° nMCTCR i u v v V' v - D F Cr _ D \_ MATER -A!. BEw OP DR rB nAn cX.. 01 oWA $ li /6 Bc 2 +,,K ED ij C PER SPECS. e ,2 .v LM N.1 ALL BE DDIN & INI P BACKFILL 127 & SMALLER R 1 3� i / - :3C 50 ' SH..LL BE INS A' LED '\ o' TO :C a 'i66" & LARGER E� 4'MiN(BELCW SARREL v v v-v v G'-D G v )I -v 12" BAaN _D SIFTS A MIN. L "" BORROW OR EQU V. GRA.NJ! A.R vv -v P'v v 13 "MIN Pc ..W BELL, (V v v v O-v. v 2 0 0 o v o OF 9' CL ARANCE SHAL BE PROVIDE C\ EACH SIDE OF THE INSTALLED PIPE. MATERIAL COMPAC"ED '0 95% 5TANDARD PROCTOR DEENSiTY. i - _; \ I #8 CR.SHED STONE OR #8 FRAC UREC !ACC AGG. TYPICAL BEDDING SECTION BELL HOLE EXCAVAT ED RCP PIPE SANITARY BEDDING SECTION DETAIL (NO SCALE) - -- - ------ - - - - -- PVC & 14DPE PIPE (NO SCALE) 7' CONCRETE 4"_ #53 STONE �•;OMPACTED SuBGRADE CONCRETE PAVING SECTION (NC SCALE) V2_-H.A.C. -H.A.0 ' SURFACE 2 1 /2 " -F A C y8 BINDER 3' -#53 STONE 4 " -$2 STONE N 'F' NEENAH CASTAC R -1976 APPRCX4 R 2 IWE -r. I ,.ATERA_ CONNECTION TO =ANOU_ 4 3 6 2- 2 4:-Q_ _6'-3" 6 1 .- 5 1 2 %2 STRUC7URE TO BE W IN 3 -C ^T ( - REE FEET) DF HE FOUNDATION WALL, WISH FLOCR CONCRETE SLA?S, WALKS, AND CURBS, 2•" 0R ',W 1576 FDR 7/77 GV:.ER Ur IM,_A 1;., ,_.RF OIL)' -ANOli? PAVE MEN'. ,L,I CONCREi °- .2� tf 1 '2 11 G - -- - —� '' ENCASEM N' cl. WHEN N ALL CORNERS ALREADY IN - - ROPOSE" RIGID ' I SUR =ACED CLEANOUT PLUG & ADAPTER i c 4" P.V.C. PIPE I 1/8 STREET BEN Rt' 4" X 6" INCREASER- L; 'n M P!PE II� R LATERAL) I (SEWER PER FOOTS PANTEL GREEN d v O a i`— (MAX) TYPICAL CLEANOUT SECTION TYPE I (NO SCALE) 7' CONCRETE 4"_ #53 STONE �•;OMPACTED SuBGRADE CONCRETE PAVING SECTION (NC SCALE) V2_-H.A.C. -H.A.0 ' SURFACE 2 1 /2 " -F A C y8 BINDER 3' -#53 STONE 4 " -$2 STONE MAX. S A 4 P S'D.. 'OK F'LL SEc t. V�'E30LTS ' - o PIPE CONCRETE JLVERT END SECT CN CLAS A CONC, I E -T2 "f P.I. LENC"-i - RP -RAP J B PLA^EC SECTION A —A VER ON SIDE s _ WHEN PAY ENGT ETC S CTICN CALLED FOR ON PLANS CONC. PIPE TOE ANCHOR c c .'ER -N 'P tD) .SLOPE DETAIL ` PL ACE A /R ylREEO M ExTRUD: E PREFORMED �fIKE1 MAE R z IN PLAN VIEW YVAY (S U 30 i/2 J.A RUBBER BASF \G.4SKEi MATERIAL tTYP.J !� C $ 1 r FL ANN I^ R:'vC E7t / Fi -ANFE CSSF CASTING 4* 121 GASKET DETAIL SECTION 4, "A—A" ADJUSTMENT RING (ND SCA_E) M'\. 6" 10'S:i.. 70 ENSURE GRASS ;R ^W I NO: JNDFR RAVEVFN FAcR IRAN _� (I� w�I- ram ;EU �ues�rwut ASPHALT PAVING SECTION (NO SCALE) APPRCX4 R 2 IWE -r. I NOTE: 4 3 6 2- 2 4:-Q_ _6'-3" 6 1 .- 5 1 2 %2 112" EXPANSION JOINT NEEDS TO BE ^T INSTALLED ADJACENT TO ALL Bu1LOINGS OR 2 3-0 ' 5 2 CONCRETE SLA?S, WALKS, AND CURBS, 2•" SEAL WITH WEATHERPRODF SEALA`:T GV:.ER Ur IM,_A 1;., ,_.RF 1/2' PREFORMED JOINT FLLER I 24" I TRANSVERSE JOINT .2� tf 1 '2 11 G - -- - —� OI zl ALL CORNERS ° zl O, z. (2; "E 3JdFOW U2 "L � a z < 5 � zI zi i c m, Wi xl I mI Ei Rt' I bl L; 'n M 1RANSVERSE JOIN' �? a o Y PREFORMED JOINT FILLER PER FOOTS PANTEL GREEN d v O a 1- 4.0'(MIN) T (NO SCALE" , a M n 0 o y ! ✓ 4" CONCRETE ' � N 0 3 f a" (153 STONE i 8s�o /¢ 8c= OJ n'D DIAMETER Ste. � Z °.13 m PREPARED Su BGRADE TYPICAL SIDEWALK SECTION av O w G (NO SCALE) O J O G /R 10 i q i MAX. S A 4 P S'D.. 'OK F'LL SEc t. V�'E30LTS ' - o PIPE CONCRETE JLVERT END SECT CN CLAS A CONC, I E -T2 "f P.I. LENC"-i - RP -RAP J B PLA^EC SECTION A —A VER ON SIDE s _ WHEN PAY ENGT ETC S CTICN CALLED FOR ON PLANS CONC. PIPE TOE ANCHOR c c .'ER -N 'P tD) .SLOPE DETAIL ` PL ACE A /R ylREEO M ExTRUD: E PREFORMED �fIKE1 MAE R z IN PLAN VIEW YVAY (S U 30 i/2 J.A RUBBER BASF \G.4SKEi MATERIAL tTYP.J !� C $ 1 r FL ANN I^ R:'vC E7t / Fi -ANFE CSSF CASTING 4* 121 GASKET DETAIL SECTION 4, "A—A" ADJUSTMENT RING (ND SCA_E) M'\. 6" 10'S:i.. 70 ENSURE GRASS ;R ^W I NO: JNDFR RAVEVFN FAcR IRAN _� (I� / APPRCX4 R 2 IWE -r. I IESS TIAI J' (2) 4 3 6 2- 2 4:-Q_ _6'-3" 6 1 .- 5 1 2 %2 1." 1 ^T 2_IZ2T1 .�4 2 3-0 ' 5 2 EDGE OF PAv 11 t LT, I 2•" Z / 1 -1 GV:.ER Ur IM,_A 1;., ,_.RF 3 24" IN -:L 'L81 (, RiL.HI -UE WAY .2� tf 1 '2 11 G - -- - —� ,4 ALL CORNERS I..._2 (2; "E 3JdFOW U2 "L � < ; to LA . MA l 'tA_ i36 `-i3 =5 T�, ., " 1/ 1 2 1..• .. Rt' _.. __. _ -. c C � GALVONIZEJ STEEL J POSTS L2 .3'S PER FOOTS PANTEL GREEN 'ADA SIGNS (NO SCALE" , NC 8c= OJ n'D DIAMETER SHA& u INSIDE DIAMETER /R 24" MIN. KT'IA_ BAC F ;LL INSTAL -D IN o 0 c DEP7 OF BE DiNC BALANCED IRS MATERIAL BELOW PIPE A WIN. Q" CLEARANCE SHAL BE PROVIDE 8 RI—SHED STONE OR sR7 ON E CH SCE •F THE APPROVED C ASS `7 INS A!L_D PIPE B OO:NG MA ERA' HAN_; 1AMPED OR WALK) INTO 4' PLACE i D c(�MIN' 6E" & LARGER E.. TYPICAL BEDDING SECTION-- - PVC & HDPE PIPE (NC SCALE) I _ D I MINT A= T —� T„ _ —t - E K R APPRCX4 R 2 IWE -r. I I1< 2 5 4 3 6 2- 2 4:-Q_ _6'-3" 6 1 .- 5 1 2 %2 1." 1 1LE 2_IZ2T1 .�4 2 3-0 ' 5 2 2" T - -' 2•" Z / 1 -1 3 8 6 3 E 2.. 16 8 3 24" 3 G -8 a 6' a 0 3 1 .A ,4 ALL CORNERS I..._2 2 �3 � < -05_4 5 -0��_ i 8 1�2T�/2�, i36 `-i3 =5 T�, ., " 1/ 1 2 TO Rt' '23 4 D Y.._.1 CN rc_ ^,E N THESE N SECTIONS SHAL'_ BE THE SAN: GRADE AN STRENGTi. AS SPE FO, RE ;N- ORCc METAL PL END C. TE CONCR _ PIPE, AST -M- D:S GNA!!ON 78 CLASS I. AS SE� puT Iti IND,OT STANDARD SP -C" CATiCNS, I v?t MAY BE SIC r5 NCRE?E p7 c<! PIPE PPOVID N T-1: M Tti09 OF ONNF. :ION S APPROVED RPNrCRC N ti. IN THE PORTION SHA. S -E SAME AS S E Ir.EE. '=Gk RLIFTi�CRCEC CC \;BETE, �" BE h E, 'N R RIDR TG T-i_ S17F Cr •CONK -0 -. PIP-, AS.T.M DESIGNATION ON 76 LASS FOR F tix� :NSA _ AT'ON OF APE. ( EXCEP IN IN DIANA POUT S) PEN RCEMFN, N T E "B" PORTOV SiiAL r:v,VE A Ck._> .,_:,TIJNAL - . OF v ` IRLA N'R Q „ hD` ST, ,H, C" PCR705 Y_ -4r- GRO V.D ON DJTLE- END Or THE P!P C VFP,T SHALL BE P 4 'N H 'ONCR_TE END SECT)DN SC 1HA' THE FLOW i. :NES 6 ""-" E D ARE rLJSI- TNF ✓OTNT SHALL BE CCMPL-FELY FILLET, WIT-. MORTAR N,. T NGJE END ON - - _PLAN VIEW INLET END C E (C-CT IN 3:1 OR 41 PCL. SLOPE, CHANGE 10 THE SLOPE C THE END SECTON IN A SMOOTH'. PLEASING TRANSITION , TION APPROXIMATELY . IN LENGTH!. CIA. �I VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE N RE - THE P S!' ^iv OF SEE_, AND THE - Q <I i< INTERNAL DIAMETER OF THE PIPE SHAL.. CONFORM WITH. THE VARIATIONS IN DIMENSIONS AS PRO'VIiiED 'N THE pI �I SPECIFICATIONS FOR REW FOR.._u CONCRETE CJLV'cRT, S7DRM DRAIN, AND SEWER PIPE, AS T.M. DESIGNATION C- R/I - A WHERE VTR) IED CLAY LVER7 OR "AST IRON CULVERT PIPE :S USED. A "PPE END 5 ON" COMPARABLE RCO`✓E (OR :C \GE) TO J TO THAT AS SHOWN FOR META OR CONCRETE SHALL BE FURNISHED AND SMALL BE AS APPROVED BY THE _ _NCNEER. BE -:E SAME AS ON STANDARD 6, �� EXCEPT IN AREAS Or ACID DR MIN= WATER THEN THE USE OF METAL END SECTION TS PROHIBITED. t�ll REIN,' DRCED CDNC2E?E PIPE 1/2 "R1 ASTM DESIGNATION C -76 CLASS "P" CJNCRETE END SECTIONS WILL BE PAD FOR AT Ti,, CONITRAC- UN L, FR,CE EACH FOR "PIPE END SEC -ION' COMPLETE. SECTION Y —Y LONGITUDINAL SECTION CONCRETE PPE TOE ANCHORS SHA_'_ BE REQUIRED ON AL' ..ONCRE`t RIPE EN:, SECTIONS. ?ESE COST THEREOF SHAL'_ BE WCLUDED N ONTRAC- UN? PRICE PER .ACH FOR "PIPE END SECTON." PRECAST CONCRETE END SECTION DETAIL (NO SCALE, 6 I � � ?OPSOIL 1 PAVEMENT - x c - EXIS-ING GROUND -I (NO I" — OF CURB- . SEAR. 122" a I II' BACYFiLL LI CURB DETAIL (NO SCAT -E) VARIES {SEE PLANS) SCORE. ~ '. !4" PER .COT S:.OPE `I 1" PAD. ELASS 'A" CONCRETE o v 2• - o a � 4' COMPACTED � PAVEME" GRANULAR BASE I� ,c INTEGRAL WALK AND CURB DETAIL (NO SCALE', 8" 1O' CIA NOTE: A STRIPES IC BE 4" PAK71 WH,IL OR YELLOW 20' 1 1�� 'TYP) 'ADA' PARKING SYMBOL DETAIL (NO SCALE) AtNI -_ TRANSVERSE EXPANSION JOINTS BO_ TTOM TRANSVERSE CONTRACTION ,i01NTS Or CURB AT 10' ON CENTER CURB JOINT DETAIL INC SCALE) BLUE SURFACE '.. 5" 45" ERS SI.KSCRFEN WHITE LETTERS 78•f� ,,�PROP05ED SLOPL i I PROPOSED DRIVE PAVING o �✓ EXIST. n� 2 R v iy STREET v v � VAN PANIUM CO MPAC-1E amy SJBA7,'RACEJ I" RAID_ E - 24 — ALL CORNERS DEPRESSED CONCRETE CURB GUTTER � (NO SCALE) BLUE SURFACE BLUE SURFACE '.. SILKSCR_EN WHCE LET ERS SI.KSCRFEN WHITE LETTERS i I VAN PANIUM ( PAPJMQ f m I amy OftY I" RAID_ ALL CORNERS ADS ;s CORNNERS � 12' CAR PARKING SIGN VAN PARKING SIGN NO E 12"X II'" b &AL107 HO DIP „A.VANI E NON REF r VT SiGN WITH 2' POST S7 4 FEET . ]N IC GROUND POST S-A' 1 BE 12 CON^ c C � GALVONIZEJ STEEL J POSTS L2 .3'S PER FOOTS PANTEL GREEN 'ADA SIGNS (NO SCALE" , 3 4 CCNCRET_ ENCASEMENT -4 9 ' NO'; 4 ° CONCRETE SADDLE S Tc B SED °4 WHENEVER A STORM AND SAN IARY h , SEWER LINE NT -ERSEC ION HAS LESS 24 MIN. 2 4". M \. T THAN 'E INCHES S OF SEPARATION. - 2 '�i� "� I I -1..t. ICiiI -1! ITIiI� ;iEET CONCRETE SADDLE BETWEEN STORM AND SANITARY SEWER PIPES (NO SCALE) S[ P4 FROM STR zi; LE. = 804.) 8;;�_ TADE SEAL KE'WE-N / PLATE AND CONCREIL IQ L - - -- 0 5 X /4 I / PLA E COA K. {' '_� NHC?I I. N f I jj- ( �f2 f CE � HLTI 1 /4 "0 KWIh BOLT J AN HOR 315 SIAiN'LESS SiEE'_ GR EQUAL ORIFICE PLATE DETAIL (NO SCA'_E) 2 ■ A MINMUM 4 DIA- P,PE EANOU-, SHA B 'NSTA LED WITHIN TILREE (3` FEE- OF OUTSIDE S 1ILD WALL A P' J SPEC TED BY THE P:P_ MANUFACTURER SHALL BE USED TD ENSURE 1607, WATERTIGHTNESS. 3 •RCM BILL 1 -TRUNK LINE A ERAL MNIML:M S ZE 6' C BJI DAG LATERAL \MN:MUM SIZE =4" 1/8 BEND \ : MPA TiON OF GRAN'.A.R I BACK FL_ _ -S CRITICAL U"DER ". ;8 BEND - WYE AND BEN IF PROPER !, COMPACIION CANNOT BE I ACHIEVED PLACE A M'N, OF 5" C CLASS 8 CONCRETE AROUND /8" BEND. I I i I i I PLAN VIEW j i I SiRViCF WY, I i `INI5h GRADE_ ''' i�FINls^ vRAJE C )CA ROD OR MP NETIC. APE NS1A, Fi PFR SEC11ON 7.02 -C M FA_L= 3D- �� t- BE.L. I -TOLES SHAL_ BE RIGHT- OF-WAY PROVIDED UNDER PIPE i LINE ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 5' DEEP) rnT :� crnF) -EE PLAN FOR PIPE SIZE TO STR �2 II E. = 800-67'-/ III= CATCH BASIN f STORMTECH INLET DETAIL (NO SCALE) CASTING, SEE PLAN FOR TYPE. FINISHED PAVEMEh OUTLET CONTROL STRUCTURE f STORMTECH OUTLET DETAIL (NO SCALE) (NOTE: AI. PAIN': 10 E N 5-SKIC '; SURFACE APPL'CATIDE OF CLICA SAND OR GLASS BEAD BY METHOD I OF MIXTURE AND DR BROADCASTING, 4° STRiPiNG 0 2'--* O.C. COLOR AS REQUIRE) BY LDCAL PROPOSED ADA SIGNS CODES OR PER SP CIFICATIDNS ON 3 as. /F7- GALVANIZED_ SIGN POST PER'SiGN BOLLARD j CMNNLL S ^\ POST PER _Z__�UOUNT' DETAL . LOWED AS INOOT STANOAR, SPEC,ncg1DN SHDW9v ON SIT PLAN I I 24" MIN. 2��"! Z NI c C � 24" MN_ 24" MIN. 3 4 CCNCRET_ ENCASEMENT -4 9 ' NO'; 4 ° CONCRETE SADDLE S Tc B SED °4 WHENEVER A STORM AND SAN IARY h , SEWER LINE NT -ERSEC ION HAS LESS 24 MIN. 2 4". M \. T THAN 'E INCHES S OF SEPARATION. - 2 '�i� "� I I -1..t. ICiiI -1! ITIiI� ;iEET CONCRETE SADDLE BETWEEN STORM AND SANITARY SEWER PIPES (NO SCALE) S[ P4 FROM STR zi; LE. = 804.) 8;;�_ TADE SEAL KE'WE-N / PLATE AND CONCREIL IQ L - - -- 0 5 X /4 I / PLA E COA K. {' '_� NHC?I I. N f I jj- ( �f2 f CE � HLTI 1 /4 "0 KWIh BOLT J AN HOR 315 SIAiN'LESS SiEE'_ GR EQUAL ORIFICE PLATE DETAIL (NO SCA'_E) 2 ■ A MINMUM 4 DIA- P,PE EANOU-, SHA B 'NSTA LED WITHIN TILREE (3` FEE- OF OUTSIDE S 1ILD WALL A P' J SPEC TED BY THE P:P_ MANUFACTURER SHALL BE USED TD ENSURE 1607, WATERTIGHTNESS. 3 •RCM BILL 1 -TRUNK LINE A ERAL MNIML:M S ZE 6' C BJI DAG LATERAL \MN:MUM SIZE =4" 1/8 BEND \ : MPA TiON OF GRAN'.A.R I BACK FL_ _ -S CRITICAL U"DER ". ;8 BEND - WYE AND BEN IF PROPER !, COMPACIION CANNOT BE I ACHIEVED PLACE A M'N, OF 5" C CLASS 8 CONCRETE AROUND /8" BEND. I I i I i I PLAN VIEW j i I SiRViCF WY, I i `INI5h GRADE_ ''' i�FINls^ vRAJE C )CA ROD OR MP NETIC. APE NS1A, Fi PFR SEC11ON 7.02 -C M FA_L= 3D- �� t- BE.L. I -TOLES SHAL_ BE RIGHT- OF-WAY PROVIDED UNDER PIPE i LINE ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 5' DEEP) rnT :� crnF) -EE PLAN FOR PIPE SIZE TO STR �2 II E. = 800-67'-/ III= CATCH BASIN f STORMTECH INLET DETAIL (NO SCALE) CASTING, SEE PLAN FOR TYPE. FINISHED PAVEMEh OUTLET CONTROL STRUCTURE f STORMTECH OUTLET DETAIL (NO SCALE) (NOTE: AI. PAIN': 10 E N 5-SKIC '; SURFACE APPL'CATIDE OF CLICA SAND OR GLASS BEAD BY METHOD I OF MIXTURE AND DR BROADCASTING, 4° STRiPiNG 0 2'--* O.C. COLOR AS REQUIRE) BY LDCAL PROPOSED ADA SIGNS CODES OR PER SP CIFICATIDNS ON 3 as. /F7- GALVANIZED_ SIGN POST PER'SiGN BOLLARD j CMNNLL S ^\ POST PER _Z__�UOUNT' DETAL . LOWED AS INOOT STANOAR, SPEC,ncg1DN SHDW9v ON SIT PLAN I i g' _ (5 CAR) 8' AN 'VAN 'ADA' PARKING SPACES LAYOUT (ND SCALE) SIGN PER 'ADA SIGNS' DFTAL PARKING BARRIER H.C. STRIPING PER 'HANDICAP PARKING SYMBOL' DETAIL i 804 �I SC4.E2' , `- A45HTO M288 CLASS 2 NOIN -WOVEN GECTEXP'_E 3/4 - 2 INCH WASHED, CRUSHES, ANGULAR STONE i U War c-` u [,2�w0 I °z� OW W � 0o I ri Ii Igo I 0 1w ! Z � > W w0. 1 A W W w U I jOr) zo sA n `Dla •-- I la O n O '. ❑ ILA � II 'i G 'C I w al 4 A;o dla U: a zIc I CK I v \IK E C J, P G 4 � / Q . e� p t o 1Q �41p✓IhAlu�l`•x`YNN PATRICK D. CARL P.E. 100001111 i I I I I �J i i I I � I I q O i I � I i I I I I � I I I o I i I .4 fo V, I ;n �', ° W co a SHEET N0. C 7 PROJECT NO 0 J