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Home My WebLink AboutMarriot Residence Inn Plans 10ASPHALT OR CONCRETr r'"'" SEE GRADING PLAN THREADED CLEAN OUT PLUG, 3" BELOW PAVING LONG SW .. MANHOLE, FOR TRAFFIC NIORO A. CLEAN OUT LOCATIONS INDICATED ON GRADING & UiiLITY PIANS AS "CO" B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON -TRAFFIC AREAS &SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION' TYPE MANHOLE, OPW #104 Al2 -DOVER CORP./DPW DN. CLEANOUT DETAIL NOT TO SCALE FRAME AND COVER SEE DETAIL LEFT. LETTERS ON COVER TO READ "DRAIN" 6" ADS LENGTH AS REQUIRED \ � STANDARD 6" 45' BEND OR 6" WYE FINISHED GRADE x/� STATION AND LENGTH SHOWN ON PLANS TO THIS POINT STORM SEWER CLEANOUT DETAIL NOT TO SCALE fr OR t2" ONE #3 BAR HOOP FOR 6" HEIGHT IWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 7- 1/2 TO BE LAID ON UNDISTURBED EARTH OR COMPACTED SELET MATERIAL FLOW LINE ELEVATION SHOWN ON PLANS TO THIS POINT N #3 BAR EACH CORNER #3 BAR EACH SIDE 03 BAR EACH WAY CONSTRUCTION NOTES AND DETAILS SITE SPECIFIC DATA RP, OVEC r NAME MA,RRIOT RFS,10ENC E INN PR(k.rECT LOCATION REN TON, WA S TROCTURE ID TREATMENT REQUIRED VOLUME BA SED (CF) FLOW BASEL) ('CFS) .0 TREATMENT HGL AVAILABLE 'FTI PEAk( BYPASS REQUIRED (CFS) - IF APPLICABLE �- 0 7 RIFE DATA t _E MA TERZAL I DIA -TER INLET" PIPE a .31. 7,3 r' VC � ,:a INLET PIPE 2 K LAAYER OUTLET PIPE 0.40 PRETREATMENT Pvc, 80FIL TRA TION � 1 I55 P,4R E RIM ELEVATION 39.907 T9.90 39.90 SURFACE LOAD NOT KNOWN NOT ikNOWAI NOT AN WN FRAME & COVER 0JO, " 67) jo, u , WETLAI'JBMEDIA VOLUME (CY) 4.84 WETLANDMEDIA DELIVERY METHOD TBD ORIFICE SIE (DIA. INCHES) o2. 16 MAXIMUM PICK WEIGHT (LBS) TRD NOTES,- PATENTED PERIMETER VSD AREA WRM L• UNDERD"N MANFFOLD PRE -RL IFR Cr1RTRIDIG'E INLET PIPE Sff NOTES PLAN VIEW OUTLET PRE Sff NOTES NSTALLATION NOTES 1.: CONTRACTOR AiCTOR TO RR DE ,ALL LABOR, �r00*PV1f_NT,,/.A1ERIAL.S° AND I CIBENTAt: S RE00RED TO OFFLOAD ANa"a'INSTALL THE SYSTE-M AND � APPURTENANCES IN AC'Cr DRDANt E WITH THIS DRAWING AND THE MANUFACTURERS SI E tC It` ICA RON UNLE S5 OTHERWISE STATE -9 IN ' MA,�r°`Cr'FAC� T`I� R,S CCINTRCT OlCX1—ti.�71Cf5 ,......._...,.-,............. ..r. '. UNIT T MUST Bti IN j TAL L ED '% C E Er BASE A4ANlOF �4AC TVRER I EC ENO A MINIUUM " LL 's ROCK BASE UNLES 1 SP - It ,TEL, BYtE IN THE RR,+'EC T FNCINEFR. CNTRAC TCR IS RESPONSIBLE TO VERIFY t2p PVC 3ALL RJP LS I ST BE FLUSH WITH dNSIDE SURFgCE F CdA�CR T�tl lIam :- � •V' ,WSE SPE-0FICATION5RRCIECT ENGINEERS RECOMMENDED BA� 1 9 (PIPES CANNOT INTRUDE BEYOND FLUSH), IN' FRT OF OUTFLOW PIPE � 12" Pte` MUST BE FLUSH WITH DISCHARW CH 'BEE' F_L&9R: ALL CA PS AROUND PIPES SHALL BE SEALED WATER T lOffT IT A NON-SHRI,,0( 6-_.,,� R+.��" .�._...6 CYROLIT PER MANUFACTURERS STANEARD CONNECTION DETAIL AND SHALL. MEET CSR ,-XCEEB REGIONAL PIPE CONNECTION STANDARDS -140.11 4, CONTRACTOR TO SU L I- AND INSTALL ALL EXTERNAL BONN TINT ELEVA t N VIEW PIPES. 5 CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HAR HES_ CONTRACTOR TO C=` 'r)I.rT ALL MANH ALF S° AND HATCHES TO MATCH FINISHED URFACE IUNLESS SPECIFIED 0FHFR '4 E. . DRIB' OR SPRAY IRRi ATION' REr°Cd,'REL� ON ;ALL. C=NITS WIT VECETAT ION, 33ENERAL NOTES I. MANUFACTURER TO PROVIDE ALL AMrERIAL,S UNLESS CFTHER 'I `L` NC E". rW PROOXr R&Q, U4Y 8f PR PRIETARY ,AND CONFIDENTIAL: ALL D1MENSiON , ELEVATIONS, N , ,5RE� IFIC I TIC NS ,AND CAP4 ITIE�, .ARE SLS EO T TO r r W W51 W rr `' � .,, ,�, _ . � �, n�� rpt res ��r�€s: � � � .� �� s 1W SOff CHANGE. FOR PRCLL[-.T SPECIFIC DRAWINGS DETAILING EXACT D*ENSION WEICHTS - 7 �, 7 3�r Of 5 0S ANY AND ACCESSORIES RLE1 k ' CONTACT MANCIFAC'TII,R xR, 8', 8K REArED WR �M'W Parr .4S f WPAWT 7TDV PAtT"Nr5 OR QWR P4a N NOTES 1. As an acceptable alternate to rebar, vrire mesh having a minimum area of 0.12 square iruites per foot may be used. V%re mesh shell not be placed in knockouts. 2. The knockout diameter shall not be greater than W. Knockouts shall have a wall thickness of 2" minimum to 2.50 maximum. 3. The maximum depth from the finished grade to the pipe invert shall be V 4. Frame and grate may be installed with flange down or cast into a*s8tont section. and 5. The precast base section may have a rounded floor the walls may be sloped at a rate of 1.24 or steeper. 6. Opening shall be measured at the top of the precast base section. �b 0 Is } /ORAL b�4 E"ES ALY 4 2t)OS CATCH BASIN TYPL 1 P PARKING LOT C. S. S'y`iNNIARR PLAN &16 BY BY TREATMENT FLOW I XFS ) 0,091 OPER4 TINC HEAD (FT's)? PRE TREA TV, ENT L OADINO RATE (OPMISFIti 0 8412 W'L t @LAND + ED14 LOADING RATE (GPUI SF) 0.5 MWS -L -8-8-V N1fie. R O T R FR BI FIL TRA TION SYSTEM STANDARD Ply 1 ETAS IL M.vut'YY��3.M�'�°1i•.iW4i1'YIYTe'• �4'�lij,�rW.'1 "[ 102mm] ` MIN. 17"[432mm] 12" [305mm] INVERT Z -874 -12 -SECTION C 4"[ 102mm] MIN. 6" SD DETAIL A PERMA TRENCH 2874-12 12° TRENCH DRAIN NOT TO SCALE WITH DGE/DGF GRATE (H-20 LOADING) CHE<XM FOR COIuPUN CE TO (M STAMAFM Dote Dote Dote PL1 SAD jj WASy�� •rf Z A -f, 24661 �- �� s�� GISTS DNA L llllllllllIIII1 IIIIII I I • SIDEWALK OR ENTRY AC( CLASS "B" CEMENT CONCRETE CLASS "B" CEMENT CONCRETE < < < 1 < 2. tn <! Q r /. 12 DIA FIBRE JOINT PACKING SUBGRADE CLEANOUT CLEANOUT BLOCKING DETAIL No, ,o SCALE 4" DOWNSPOUT TO BE CONNECTED TO PVC ROOF DRAIN 4" X 4" WYE FOR 4" PVC CLEAN OUT EXTERIOR WALL OF BUILDING 4" DOWNSPOUT �— SEE ARCH. PLANS �— PVC REMOVABLE PLUG 15" X 15" X 8" CONCRETE SLAB (CLASS A) WITH 1/2- FIBER EXPANSION MATERIAL TO BE USED IN GRASS AREAS PROPOSED FINISH GRADE 6" MIN. CONCRETE PAVEMENT OR GRASS 3 -0 MIN. PVC ROOF DRAIN LINE SEE PLAN FOR LOCATION AND SIZE—�- 2-45' ELL STORM DRAINAGE CONTRACTOR SHALL EXTEND PIPE UP ALONG THE FOOTING TO BOOT REDUCER. DOWNSPOUT W/ CLEANOUT NOT TO SCALE 1:48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE I RAMP TEXTURED BY IMPRINT GRID 6' DETECTABLE WARNING NOTE: 1.48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 36" WIDE (MIN.) SLOPE NOT TO EXCEED 1:48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE, ADA CURB RAMP/CROSSWALK NOT TO SCALE i I I a� x m I I a U cn N LO 0 N N r— E (D v v� 1 I �t Q0 L0 u7 Q> Q) (z Q) LO U) a 0 0 �t LO r0I4 CIL t I K LAAYER TO PRE VVT SCOURING a tom. t__ _T TREATMENT FLOW I XFS ) 0,091 OPER4 TINC HEAD (FT's)? PRE TREA TV, ENT L OADINO RATE (OPMISFIti 0 8412 W'L t @LAND + ED14 LOADING RATE (GPUI SF) 0.5 MWS -L -8-8-V N1fie. R O T R FR BI FIL TRA TION SYSTEM STANDARD Ply 1 ETAS IL M.vut'YY��3.M�'�°1i•.iW4i1'YIYTe'• �4'�lij,�rW.'1 "[ 102mm] ` MIN. 17"[432mm] 12" [305mm] INVERT Z -874 -12 -SECTION C 4"[ 102mm] MIN. 6" SD DETAIL A PERMA TRENCH 2874-12 12° TRENCH DRAIN NOT TO SCALE WITH DGE/DGF GRATE (H-20 LOADING) CHE<XM FOR COIuPUN CE TO (M STAMAFM Dote Dote Dote PL1 SAD jj WASy�� •rf Z A -f, 24661 �- �� s�� GISTS DNA L llllllllllIIII1 IIIIII I I • SIDEWALK OR ENTRY AC( CLASS "B" CEMENT CONCRETE CLASS "B" CEMENT CONCRETE < < < 1 < 2. tn <! Q r /. 12 DIA FIBRE JOINT PACKING SUBGRADE CLEANOUT CLEANOUT BLOCKING DETAIL No, ,o SCALE 4" DOWNSPOUT TO BE CONNECTED TO PVC ROOF DRAIN 4" X 4" WYE FOR 4" PVC CLEAN OUT EXTERIOR WALL OF BUILDING 4" DOWNSPOUT �— SEE ARCH. PLANS �— PVC REMOVABLE PLUG 15" X 15" X 8" CONCRETE SLAB (CLASS A) WITH 1/2- FIBER EXPANSION MATERIAL TO BE USED IN GRASS AREAS PROPOSED FINISH GRADE 6" MIN. CONCRETE PAVEMENT OR GRASS 3 -0 MIN. PVC ROOF DRAIN LINE SEE PLAN FOR LOCATION AND SIZE—�- 2-45' ELL STORM DRAINAGE CONTRACTOR SHALL EXTEND PIPE UP ALONG THE FOOTING TO BOOT REDUCER. DOWNSPOUT W/ CLEANOUT NOT TO SCALE 1:48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE I RAMP TEXTURED BY IMPRINT GRID 6' DETECTABLE WARNING NOTE: 1.48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 36" WIDE (MIN.) SLOPE NOT TO EXCEED 1:48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE, ADA CURB RAMP/CROSSWALK NOT TO SCALE i I I a� x m I I a U cn N LO 0 N N r— E (D v v� 1 I �t Q0 L0 u7 Q> Q) (z Q) LO U) a 0 0 �t LO