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HomeMy WebLinkAboutTrout Meadows Phase 2 TA KYLE * ' Sc = 1 13PEr'x,�-' GENERAL NOTES RECORD DRAWINGS R ED 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE LEGEND RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES PROJECT MANAGER 6.6.13 BEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE NAME TITLE DATE PLANS. M NEW EXISTING DESCRIPTION 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH O a INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE N UTILITY COMPANY. of 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. o 0 0 r O MANHOLE 4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. m CO CLEANOUT 5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE a cep (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON CONTROL POINT W/ NUMBER + APPROVAL OF PROJECT ENGINEER. y y y m o m o m o CONCRETE/SIDEWALK 6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ORDERING MATERIAL. 8 aoQ �r(9❑_ 3415 ---------3415--------- CONTOUR ABBREVIATIONS 7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION). CURB & GUTTER 8. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED ON ONE CALL CURB & GUTTER (SPILL) COB CITY OF BOZEMAN MAX MAXIMUM LOCATES AND RECORD DRAWINGS, ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITY AND SERVICE LINES PRIOR CULVERT D.I. DUCTILE IRON MIN. MINIMUM TO EXCAVATION AND SHALL PRESERVE AND PROTECT THEM (UNDERGROUND AND _ ° DEGREE NO NUMBER OVERHEAD) AT ALL TIME DURING CONSTRUCTION. DELINEATOR POST DEFL. DEFLECTION RPC RED PLASTIC CAP = DWG. DRAWING SS SANITARY SEWER 9. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR DITCH/SWALE STA. STATION REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE z ELEC. ELECTRIC STD. STANDARD DRAWINGS. •� w ELEV. ELEVATION SW SIDEWALK C m C ] ASPHALT EXIST. EXISTING TYP. TYPICAL 10. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN THE RIGHT-OF-WAY IN ACCORDANCE WITH MUTCD AND CITY OF BOZEMAN F.O.C. FACE OF CURB TELE. TELEPHONE STANDARDS. C LLw� EDGE OF GRAVEL FL FLOW LINE T.O.C. TOP OF CURB W ray H HORIZONTAL VERT/V. VERTICAL 11. ALL SIGNING AND STRIPING SHALL CONFORM WITH THE MANUAL ON UNIFORM ugo3 FENCE - WIRE INV INVERT W/ WITH TRAFFIC CONTROL DEVISES (MUTCD). © COMMUNICATIONS RISER FLUSH L.F. LINEAR FEET WAT. WATER 12. ALL FINISHED GRADE ELEVATIONS ARE TO FLOW LINE OF CURB OR FINISHED GRADE DRAWN BY: MRM,KLS MECH. MECHANICAL % PERCENT FOR OTHER IMPROVEMENTS. DESIGNED BY: MRM,KLS o ELECTRICAL BOX QUALITY CHECK: DJC © CABLE RISER TV FIBEROPTIC 13. FINAL LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE DATE: AUGUST 2012 / PER THE ARCHITECTURAL LANDSCAPE PLAN. SECTION OR DETAIL JOB NO. B12-032 u IRRIGATION RISER DESIGNATION SYMBOL 14. IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS, SPOT ELEVATIONS SHALL FIELDBOOK 0 COMMUNICATIONS RISER 3 GOVERN. SHEET NUMBER WHERE 15. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS. GUY WIRE SECTION OR DETAIL IS SHOWN 16. FINISHED GRADE ADJACENT TO NEW BUILDINGS SHALL BE EQUAL TO FINISHED ® INLET FLOOR FOR HARD SURFACES AND 6" BELOW FINISHED FLOOR FOR GRASS OR LANDSCAPE AREAS. Z ® IRRIGATION VALVE 9 MAILBOX 17. MAXIMUM SLOPE FOR RAMPS SHALL BE 12H:1V. 0 E OVERHEAD ELECTRIC SURVEY CONTROL DATA 18. ALL SIDEWALKS, RAMPS, AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. Q �l UTILITY POLE POINT NORTHING EASTING ELEVATION 1 DESCRIPTION ! Q TRAFFIC SIGN 501 I 12545.691 I 4871.566 1 4647.37 1 c i 5 r c 0 TREE LINE 535A 13199.856 5116.739 4632.400 c 1 5 r c 536A 12779/531 5080.130 1 4637.175 1 c i 5 roc W LL cn Z E --E -- UNDERGROUND ELECTRIC UNDERGROUND FIBEROPTIC = Z G GAS d S S SANITARY SEWER fn Z SCHEDULE OF CIVIL DRAWINGS WATER NOTES 0 --T -- UNDERGROUND COMMUNICATIONS 2 Lu w w WATERLINE 0 Z 1 ALL OF PIPE. AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO IRR IRRIGATION LINE SHEET NO. SHEET NAME Q Q Q W W Z � ELECTRICAL METER Cl LEGEND, NOTES, AND GENERAL INFORMATION 2. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF CC N Q C2 SITE PLAN SEWER/STORM DRAIN AND WATER LINE CROSSINGS. G O PROPERTY PIN 3. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE (4" AND GREATER) OR ~ m N C3 SITE GRADING (NORTH) STRAIGHT LENGTH TYPE K COPPER PIPE (LESS THAN 4"). = W SURVEYED PROPERTY LINE C4 SITE GRADING (SOUTH) 0 O 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST aI EASEMENT LINE C5 WATER AND SEWER SERVICES BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS, AS DESCRIBED Z Y`( C6 DETAILS IN THE SPECIFICATIONS OR AS SPECIFICALLY NOTED ON THE PLANS. J HYDRANT C7 DETAILS 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN Id WATER VALVE GRAVEL, AND CONCRETE THRUST BLOCK; SEE COB STD DRW NO 02660-4. Z O DRYWELL 6. CONTRACTOR SHALL COORDINATE WITH THE CITY AND PAY ANY FEES ASSOCIATED W WITH TAPPING THE EXISTING WATER MAIN. 0 CURB BOX Lu 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT J A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 8. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 9. WATER SERVICES BEING ABANDONED MUST BE ABANDONED AT THE EXISTING WATER MAIN. B12-32 C1.DWG SHEET C� a, 11 KYLE SC = .16 13PEw-' 0NAL RECORD DRAWINGS ED '�' T/r_ PROJECT MANAGER 6.6.13 NAME TITLE DATE M InZ I T 0 N W H H H I � I r 3 i i m I I I � I Q E � S i �zox 0 40' 80' 120' �Ro S CAL E � .._ •I ,:. :, `.' 3 i i � 3 •T ROU MEA AwIFI P ASE 7 CATTAIL LAKE — o w a I y � RESERVED '' RESERVED i i PARKING SEWER FIRE/AND IRS AND SDHOEMEETS,T'FIC vn __ -__:_._ ____ ----- -- ' WATER SERVIC T C All.. W- � wHmLL o PAINT CURB" RED \ NEW ELECTRICAL LINE FIRE AND DOMESTIC SEWER•SERVICE FOR FIRE LAN ' TYP. FEN WAY SEE SHEET C5 F ( ) \ WATER SERVICE DRAWN BY: MRM,KLS R/W LINE SEE SHEET F3 n DESIGNED BY: MRM,KLS 3 \` QUALITY CHECK: DJC BUILDING M kISTING 1 -~ DATE: AUGUST 012 -• 00 6 cl- JOB NO. B12-032 PAVEMENT __ ____ ___ ____ ____ ____ -4B __ _ _ __I� FIELDBOOK i FF ELEV.4635 69 OJ ncussieu ,NQ- -4�, P HYDRANT ENSIGN _� � II y II I K - J SEWER SE,kVICE l i I r SEE SHEET 5 s IN$TAtLL MA�VHOL PAINT '\ _ s635- SHEET C5 FO IR LANE (T5`P.) aQ d !• i/ FIRE/AND DOMESTIC / WATER SERVICE \ ,� \ SEE SHEET F6 - `' GARAGE IN w I i \ BUILDING'R-2 -- �'BUILDIN -J'-4 I' N BUILDIJ4G R-0 BUILDING 0-1 i FF ELEV.,fL632.55 - FF ELIE 4640.84 Q I �r, FF ELEV.4635.59 FF ELEV.4639.00 z — J - - - - _ E W -- E -- — E --- _E,— .� ___ O Z W W FIRE AND DOMESTIC SEWER SERVICE -- a Q WATER SERVICE FIRE AND DOMESTIC Q - - SEE SHEET C5 WATER SERVICE SEWER SERVICE DAVIS LANE ABANDON EXISTING SEWE SEE SHEET F5 SEE SHEET C5 SEE SHEET C5 W LLI N SEE SHEET F4 O RESERVED RESERVED m PARKING PARKING ———————— �/ —— ——————————————————————————————————— LL EXISTING POND HAS, —— — —————————— + ——— ADEQUATE CAPACITY FOR ——————— NEW DEVELOPMENT SITE PLAN B12-32 C2.DWG SHEET C2 T u ro KYLE SC = .1 13PE w_ RECORD DRAWINGS ONAL O D - ,Qa v PROJECT MANAGER 6.6.13 0 NAME TITLE DATE w z Na x O U z N M 30' 60' 90' L N M S C A L EI Q a a NOTE: m o m N m o � ADJUST SEWER MANHOLE RIMS AND WATER VALVES o TO FINISH GRADE PAVEMENT WHERE NECESSARY. m m rn \\\ 3 E QZO /v \\\ I I I I I I •�O %, \ _________________ ___ _ __y__ ----- i : e / EXISTING 1.5" DOMESTIC AND ''� NEW 4" FIRE SERVICE LINES \ " \ `,: NECT TO EXISTING EWE w .'.:•- ;' SEE SHEET F7 SE E WITH 4" 45' BE .. ,:•,.:.. ._ ,_. ✓ . '-ti -•I, TA L 7.1 LF OF 4" SDR 26 INSTALL NEW SMH, SEE COB Al SITE UTILITY - \ .. TO CONNECT TO SEWER R/W LINE RIM = 4637.50, WATER/SEWER/ ABANDON EXISTING 1.5" �++ � FRO ILDIN SERV PEDESTRIAN G. INV (N) = 4629.71 STORMDRAIN iv WATER SERVICE AND 4" o CONNECT TO EXISTING. EASEMENT m EASEMENT (TYR.) SEW R SERVICE J CONTRACTOR TO FIELD PUBLIC ACCESS � SA VERIFY INV ELEVATION. EASEMENT LLzo MAIN TO THE SOUTH. W �a3 c9m� DRAWN BY: MRM,KLS BUILDING M-3 FF ELEV. T - ____ _____ ___ ___ e_ ____ _---- 2___ _____ _ _ 3 4635.69 ___ - ---- DESIGNED BY: MRM,KLS QUALITY CHECK: DJC REMOVE EXISTING FIRE INSTALL 280 LF OF 6" SOB 26 ABANDON EXISTING o� i.. ABANDON EXISTING /�' DATE: AUGUST 2012 1.5" WATER SERVICE HYDRANT AND INSTALL PVC PIPE, AND A 6" 45° BEND. 1.5" WATER JOB NO. B12.032 ' NEW NEW FIRE HYDRANT. SITE UTILITY CONTRACTOR TO SERVICE AND 4" SEE SHEET 6 r_ FIELDBOOK CONNECT TO SEWER SERVICE 5' SEWER SERVICE 10.00' FROM BUILDING. Ili I \ o NEW i 4" F 0 MESTIC o AND 14" E SITE UTILITY CONTRACTOR TO .Y ABANDON EXISTING `c�° SER�ICE VIES 3 CONNECT TO EXISTING 4" SEWER \ 1.5" WATER SERVICES SEE SHE T•F3 SERVICE 5' FROM BUILDING. / :� (2) AND 4" SEWER \ —- ____ __ S S ABANDON EXISTING 1.S ___ ___ -- -- -- NEW 2" DOME TIC _ ____________________________________ _ _____ ______ _____, \ W WATER SERVICE ••NEW 1.5" DOMESTIC W W W AND 4" FIRE \ S s SERVICE LI ES W W V SERVICE LINES �? -- -- -- -- -- B SEE SHEET F4 : SEE SHEET Ff ,' -- - -- - ------ - ------------------------ ------------------------ i_ W - ------------- ------- IN ------------- - I I W _U I I co Lu BUILDING R-2 BUILDING R-1 as \ / FF ELEV.4632.55 FF ELEV.4fi35.59 BUILDING Q-1 BUILDING J-4 XIST N UTILI N FF ELEV.4639.00 FF ELEV.4640.84 ASE -NT 1 ~ LL �I '^ Z I I I. VI W I 2 5 o i 3 -- NEW 1.5" DOMESTIC a 0 Z W -_ ---- -----2ND 4-E02E-_---- ____ I it SERVICE LINES ---T --- -� SEEStl — ---- ---- ------ FFC F]_ J cWc W Z -'c SITE UTILITY CONTRACTOR TO CONNECT m a/ TO EXISTING 4" SEWER SERVICE 5' INSTALL 31.5 LF OF 6" SOP 26 PVC = ANBANDON 121 LF OF EXISTING 8" FROM BUILDING. PIPE AT 2.0%. SITE UTILITY CONTRACTOR SEWER MAIN SOUTH OF NEW MANHOLE. 0 W TO CONNECT TO SEWER SERVICE 5' REMOVE EXISTING COVER AND GRADE 0 FROM BUILDING. RINGS ON MANHOLE AND FILL MANHOLE 3 Q XX B12-32 C5.DWG SHEET C5 TA NOTES: _ KYLE - SC 13PE w_' 1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., c �•. �rs.c SIDEWALK VARIES 1 5'-0' 1 VARIES 1 1996 EDITION.)2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF OrygtiR 3/4" AND MINIMUM WIDTH OF 1/8". 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.s, P.T.s, CURB RETURNS AND AT 46 _ 12HNOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL N DEPTH OF THE CURB AND GUTTER. MAX. MAX. 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT FINAL FORM INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE. 5. CONCRETE SHALL BE CLASS M-4000. 6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W SPECS, 2003 EDITION.) FOR CURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE BACK OF CURB GRAVEL BASE. 24" zO N FLOW LINE OF CURB 9" > v HANDICAP RAMP 2" 1 a a a RECORD DRAWINGS TOPSOIL O D T(TYP.) ^> � 5.4" (0.45') a of PROJECT MANAGER 6.6.13 3/4" PER 1' SLOPE of a NAME TITLE DATE TD&IOTHOMAS,DEAN&HOSKINS,INC. >a ENGINEERING CONSULTANTS ��\ � "' �O2 GRFAT FALL MONTANA ~U'O SPONANE WASHINGTON 9" \ - LEWISTON IDAHO Oa O Cam' 3 O O O O O O O O O O O O O O O O O C EXPANSION CRUSHED GRAVEL DOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOC JOINT \ WIDTH, SEE BASE - 3" MIN. DOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOC J PLANS REINFORCE CONCRETE IN RAMPS WITH 1.00' FIBERMESH AT A RATE 1.5LBS/CY OR WITH y SUB-BASE COURSE O O O O O O O O O O O O O L $ TYP. 6X6X10 GAUGE WIRE MESH, RAMPS TO BE AS REQUIRED CONSTRUCTED WITH DETECTIBLE WARNING •� a SURFACE MEETING ADA REQUIREMENTS 110 0 0 0 0 0 0 0 0 �0 0 0 �o m DOWEL WITH 24" NO.5 \ CURB AND REBAR, 3" INTO BACK OF MAXIMUM GUTTER COMPACTED SUBGRADE ����\���\���\���\�������\�/\�/\��\\���\���\� ���\� W r�N CURB, 3" CLEAR 1 SLOPE - /��/ / It N = V � DRAWN BY: MRM,KLS TRANSITION AREA ORE DESIGNED BY: MRM,KLS (12" TYP.) n 3/4" PER 1' SLOPE 3/4" PER 1' SL FULL HEIGHT FLOW LINE OF 6 QUALITY CHECK: DJC DROP CURB CURB GUTTER 9 5„ DATE: AUGUST012 g 5" JOB NO. B12-032 FIELDBOOK SIDEWALK WITH BOULEVARD RAMP LOW PROFILE CURB DROP CURB FOR PEDESTRIAN RAMPS 4" THICK CONCRETE SIDEWALK PER MPWSS LI/2" PER 1' SLOPE 4" OF 1.5" MINUS BASE COURSE GRAVEL COMPACT TO 95% ASTM D698 WIDTH SEE PLANS SPILL CURB N PEDESTRIAN RAMP AND SIDEWALK DETAIL 1 INTEGRAL CONCRETE CURB & GUTTER 2 N C6 C6 = z as cl) z cn � 0 I Q £ 0 Q W Q W W I � N 0 I F-0 I I I VARIES SEE DETAIL "RIM I 6 REMOVE EXISTING FIRE HYDRANT, 3" ASPHALTIC CONCRETE INSTALL 6" 45' BEND, 4.2 LE 6" SURFACE COURSE D.I. PIPE AND NEW 11.0' BURY FIRE HYDRANT ASSEMBLY IN NEW PARKING MIRAFI 500X 6" CRUSHED GRAVEL BASE ISLAND. BURY ELEVATION = 4637.75 GEOTEXTILE OR EXISTING COURSE (1-1/2" MINUS) EQUIVALENT GROUND 12" GRAVEL SUBBASE (4" MINUS) HYDRANT EXTENSION DETAIL(_4__� 0 1o' 20' 30' TYPICAL PARKING LOT SECTION(--3 ) C6 S C A L E I I C6 612-32 C6.DWG SHEET C6 °oN.......A.Y KYLE - SC = 35" .1 13PE_w 22 NEENAH NO. R-253.3 OR APPROVED EQUAL WITH TYPE C GRATE m /4" BELOW TOP OF /J RECORD DRAWINGS NEW PAVEMENT SURFACE 2-2" ADJUSTING- O D RINGS 24" PROJECT MANAGER 6.6.13 cn AME TITLE DATE Z I HEAVY DUTY MONUMENT BOX, SIMILAR TO CARD ENG. NO. 50608-1 L N PAVING & GRAVEL OR CONCRETE > > AS REQUIRED a TT n T�q� THO ENGINEERING DES&HO THINS INC. LU Q Q Q j�J�`j�� 8 GR AT FALLS-BOZEMAN-NALISPELL MONTANA p N 0 SEAL JOINT WITH RAM-NEK LEWISTON wnswno N a 8" X 3' ROUND CONCRETE SLAB o m S„ PRECAST REINFORCED CONCRETE a °"LIP HUB TO �� MANHOLE,o CONETOPRMANUFACTUR DISER AND E IN RIC THREADED ADAPTOR 8.. J ACCORDANCE WITH ASTM w y w y w FROST NOTE: WHEN CLEANOUT IS LOCATED DESIGNATION C-478 m o m o m o EXPANSION IN LANDSCAPED AREA, INSTALL 10" a azo SLEEVE THREADED PLUG - zox ROUND VALVE BOX CENTERED OVER CLEANOUT. VALVE BOX SHALL BE a zz� GREEN IN COLOR AND HAVE A o- LOCKING LID 3' (MIN.) a 48" , 3' (MIN.) c�3 UT PIPE a o SUR 26 o SDR 26 PVC FOR SEWER SERVICE 3 ROWS OF SOTS- J 6' MIN. ROOF DRAINS "LOCO ED 0 O O O 6.5' MIN. SEWER `� 190 ENTERS'_- 45' .1/8 BEND ° O oLJ o� �O�O�� - •� ¢ END OF ° NON-SHRINK TRENCH 'e - BACKFILL o 0 0 - • s �E� E� E�I ��O O O LLzo 0 0 0 0 0 0 0^^� r . \� \� W a /' /'�J" /�- I I �n`���n`�/ III � �8w a OUOUO�O� I )O OvO�- • e• e . a e.. • o o o 0 0 - DRAWN BY: MRM,KLS Y:DESIGNED B MRMKLS • , 8 G < •,; 6" OR 8" SDR 26 PVC j QUALITY CHECK: DJC a PRECAST BASE �E REINFORCED .�TH� 36" DIAMETER DATE: AUGUST-032 C� � )O O O� JOB NO. B12-032 '• , a 4._ ° _e o #4 BARS ., HOLE �o U FIELDBOOK — �VJRAP DRY WELL IN GEOTEXTIL Il MIRAFI 140N OR EQUAL �C Y� z CLEANOUT DETAIL 1 -� � �0 � WASHED MUST -�� ��V �/ �� EXTEND ANDND DRAIN A MIN. GEOTEXTILE �WA5HED R K a OF TWO FEET INTO NATIVE MIRAFI 140N OR EQUAL � .� GRAVEL CN w NOTES: = Q 1. INVERT AT BUILDING EQUALS FINISHED FLOOR MINUS 6.0". d Q 2r� �2,. § 2 J Q DRY WELL DETAIL 2 a w R=4♦' 6-3/ R_4:: ° C7 W L 0 a b N 000 Q b \4 b D 7/16" FLOW_4iNE OF.CHANNEL 0�/ °L 1,�, I LL 2'_0" CURB CHANNEL DETAIL(3_� C7 B12-32 C7.DWG SHEET C]