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Order of Conditions SE 15-1591p A�) NtYV ULUrvr�v AIRPORT 3" IS SUBJECT TO A 60 FT. WIDE ACCESS EASEMENT FOR THE BENEFIT OF PARCEL "C". ;" IS NOT TO BE CONSIDERED A� 0 PROBLE VIDE THE REQUIRED LOT FRONTAGET UNTIL A PLAN IS SUBMITTED DER & SUITABLESION LAW 8 A ROADWAY IS CONSTRUCTED . N/F ROBE RT, 8 ROBERTA PERREIRA B HE RBERT THURSTON WORDELL TOWN OF DARTMOUTH ZONING REVIEWED . , Any Chang Must Be Resubmitted SEE REPO RB 0 7 2001 fl-do a Revie, By OPANY NOTICE OF INTENT PREPARED FOR ANIMAL KLZOGUL LEAVUE U1 NEW BEDFORp VENTURA DRIVE NO. DARTMOUTH, MASSACHUSETTS Kenneth R. Ferreira Engineering, Inc. 46 Foster Street,New Bedford, MA, 02740 Tel. (508) 992-0020 Fax: (508) 992-3374 ,TE: JAN. 2, 2001 I" = 40' j No. Revisions 11BY DESIGNED BY: ;l Wa1,vO (� CHECKED BY: �H OF M, �(A OF Ss'r / )t�7rrc iN-6c, WTH ENINETH R. y�r�, DRAWN BY: R. F RFrzIRA o FERCRi=1lRA S.M.B. ;S o.2871t No.35835 DRAWING NO: Date SE 5852.3 Walter Pease ``R `0 f / 32 24� / / / - - - / s- �22• _ _ IDE DRAINAGE EASEMEN i 00ARON W Ell -� - / / �'_ _ �- - - - I pROpOSED�. �--._� \ - / / _ EASEMENT _ / LE CHECKDAM / / CCESS _ , HAYBA `' VEHICULAR N 80•5 •2 ;/ CATCH BASIN 6 / PE OF _ _ _ 475.09 RIM EL: itL107.70 60' OF 12" HD N _ / /. �\Z !2" INV• IN" 107.60 SL= 0.0100 �• / 12" INV• OUT_ 106.60 - \�" / • SUMP EL.;:2•60 eT 01 CHIPS / 125� `]� ` ti �\ \ _ - tt5 ti5 / ' ( STONE / `05 12 \ _ / • . •o. / , OF R_35 PVC ` �' FLARE END' 4 u4 ! • • 56 0 � , 1NV•=107.0�, 0 a / 113.41 Z20' HOPE SL= 0.0079• • • SL= O.Of�O 121 1po pF 12' ' �2B Its t ; ' 1t9 6 kz� HIGH POINT 20' • �I.00 �2T� y 1 1t5 la 51.79' 1' a • • 6 RAD. 1 I 1 �' ETE CURBING ING LOT _35 PVC I / \26 6• VERTICAL UGH U 1t3.eI PARK / / = 6' OF 4., SDR 1 / f TYPtCALTH • • /°e SL= 0.0100 \2y SIN 8 TCti BA _ _ 4 WALK RIM EI' I �T.109.44 \Z� � I RAD. 5• .• 4�- T. w 0 / I s y '"o --- ____ •"' 12 1 rV_ ELAI 105,44 / / / / 114 \ '� STORMTREAT SUM•_ � \\-- / 2• RS 0 108Y0 / _ _ / / TANK= �, `2 •: w OLE #1 TOP OF 105.02 / SIN MANH / 4" INV. IN= / / m RIM EL - 10' (SEE DETAIL) ECESSARYE pEfAIL _ / l 105.48 ' j �103 WALL / 4" INV. IN= / S AS N CUT WITH ® , / 1 / -10,5- / STAINING ON HIGH POINT / / �* - a 18• INV. IN= 1 STONE RTAiN 2 TO I SLOPE LOT � _ _ _ � ,� / P / / / / � 4" INV OUT- 7100p8 8 a TO MAINTAIN ON PA / 1 / 1 / • SUMP E I I 4' WIPE SHOULDER 1 = / to RAD. IG!-t PGINT / 1.332 T.O.W. aFjBHOPE PIPE SeD 2 STORY ►LDING 1400025PROPO 115.00 SL=• IRST FLOOR EI .= CAPARKING FINISW / / / / /Y .--- ---- - I 0 VAN ACCESIBLESIGNAGE EE DETAILSI I - 3 \ \ (S I f 'h t0' RAD. LE #2 / _ 2• RAo.� ' � � •``-' � DRAIN MANHO I / •0 13.56 RIM EL.=112.82 7 / �►V u4.00 �1 18" INV. IN=105.2 h I 18' INV. OUT=CD 105.22 ' 0 76.00' � � WALL / \ N Z I f I ;co / BETE RETAINING WA CONE DETAIL) 1 1 A (SE EL.x113.40 _ „ ppE 114'018 0 0025 - - - I 114.00 / y / OF 12- E 0. / "/ ` S9' \ 24� 3.90 ' 15' RAD. SL= 0-0300_ - / T - / 1l o _ _ _ _ _ . E END DRAINAGE EASE MEN CESSARY / / _ �\ FLAR ' WIDE DR J LLS AS NE \ 111.T2 POINT'S-, 1 NING WA N CUT WITH � � � � HIGH SL=107.00 / 20 / STONE RETAI TO I SLOPE 0 a m 5 ' _ _ _ _ - % AIN 2 ON PA G LOT 1 LANE _ _ Al TAIN RKIN � � TOM PER °° �,� 1 � � 0 � 18 FI� tt3.54 � / j PLAN TO ACCOMPAIDE SHOUL 1u.T _ -,Vz \o� 4 W to, Rio. '� t N o 2, D• j �`O \� 45 OO' _ - _ _ _ - t3 , • / A �/ S' TE toe 'S9'os' N � 8" TO 12 S 9 475.E / / STONE CHIPS PREPA _ loe � � � / / (SEE DETAIL) �-� III ANIMAL RESCUE LE Ito 120 - \�1 \\10 \\�/ 8 T012" STONE CHIPS " (SEE DETAIL) �4) / CATCH BASIN #4 T.OF.=110.16 18" INV• OUT=106.10 SUMP-102'10 SEE SPECIFIC CURB DETAIL FOR THIS Co BA TOF 111.960561 / 41 41 18 "INV. IDUTIN =107.60 \�° % •' 2.. INV. OUT=105.56 HOPE SUMP EL•=101.56 200' OF 18" SL= 0•p025 n/f theast Distributors, Inc. Nor m N® n/f pobert D• Marcia S. Me.deiros SF 5852.3 - —" FRAME COVER TO BE '—' LEBARON FOUNDRY CAT. NO. LK I10 R EOUAL 24'Z t' 0nICRs MAT eE USED FOR = VIA soETER 0RAOE ADJUSTMENTS. Q ►RAug TD Ot SCT In IVtI DID 0/ MORTAR y J u {Et JaIRT DETAILS a_ _ z C3 t • S, MORTAR ALL JOINT$ o Q + p 010.0.1: 50. IN. STCEL •- — •{'t' DIAr[T[R PC R VERTICAL ►DOT,►LACED r jaf O i— — ACCORDIr{ TO AASNTO IF 160 DCSISNATICN40199 • J S' M114. / Y 1-0I BAN AROUND DPERIYCS 4fAPID FOR PIPES 18' DIAMETER W OVER, I'COVER In 2' CLEAR FLOOR Of STRUCTURE TO SE SO' IT AN. MEADC'R{ LAID FLAT + DIAMETER ►I PE I f ( J BRICK CHIPS AND MORTAR OR 'A' CEMENT CONCRCTC CLASS TL ► r r�. (IF HARD MUED SEE LATEST ..-0.a -, 0, SPECIFICATION$) PSTavlac'r' J o►cNIMc{ 1 ►Ipt OP[NINSI TD L! INVERTED ARCK IITK l ►ACtAST IN RISCR SECTION. {RICKS LAID ON EDct DMH 01 IS TO BE CONSTRUCTED WITH A 4' SUMP ELIMINATING BRICK INVERT CONSTRUCTION • bit".S F'Olin.s' � PRECAST UNIT 1 �T SIR - 0 S'rla• r . , �•rlw. IS PRECAST BASE 1' c Lt AR S' MIN. F CAST IM PLACE BASE JOINT DETAILS BASE DETAILS PRECAST DRAIN MANHOLE DETAIL - NOT TO SCALE 26" - �■ Catalog No. LK I10 �-T Wt. 47S tbs. > NOTE: ALL CASTINGS SPECIFIED ARE BY LEBARON FOUNDRY INC. CATALOGUE NUMBERS AND MAY ONLY OE SUBSTITUTED WITH AN EQUAL APPROVED BYTHE DARTMOUTH D.P.W. Le OARON FOUNDRY INC. DESIGNERS AND MANUFACTURERS OF AMERICAN MADE IRON CA11TINDS AND CONSTRUCTION SUPPLIES 1. EAST OM1011 ETREET - AnOCI(TON. MA axNx ►.0. box 144 0") 6"4110 PRECAST CONCRETE CATCH BASIN LEBARON FOUNDRY CAT. NO. LF248-2 OR EQUAL 71 Z 24';1' eRICR3 MAT SE USED FOR SQUARE OPENIN61•R ' GRADE ADJUSTMENTS. N w e' MIN. FRAME TO BE SET IN 1 h 1 FULL eID OF MORTAR O O 2 HlN.. W ui SEE 2C2.4.0 FOR JOINT DETAILS y 4t' :tI' DIAMETER Z • IN MORTAR ALL JOTS C 1- O PROVIDE 'V' OPENINGS W C to ,— sIE[►NOLE — ( OPENIN{ TO BE PRECAST N 0 IN RISER SECTION) OUTSIDE OF PIPE SEE NOTE #2 +2'CLEARANCE s 8 NOTE 94 L9 I' CLEAR W - MIN. 0.12 SO. IN. STEEL ►ER VERTICAL FOOT, PLACED X ACCORDING TO AASHTO y DESIGNATION MISS S 0 to i.N. 1 - SEE 2C2.4.0 FOR SASE DETAILS NOTES: 1. DETAILS NOT INDICATED ABOVE ARE TO BE SIMILAR TO THOSE SHOWN ON 201.2.0,201.3.0 • 2. FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM FACE OF WALL ALONG CENTERLINE OF PIPE. 3.FOR DESCRIPTION. MATERIALS AND CONSTRUCTION METHOD, SEE SPECIFICATIONS, * MINIMUM DEPTH OF SUMP TO BE 4' X N.WHEN A CURB INLET IS INSTALLED,THE OPENING IS TO BE 24' ± 1' X 27' 1 1' 4. OUTLFS OF %CB'S SHALT BE FITTED WITH AN OIL 8 GREASE TRAP ELBOW AS MANUFACTURED BY LfBA ON FOUND Y OR EOUA TECHNICAL SPECIFICA717ION5 Collar:.; Weight ............................79 Pounds Water Pass Area ...................87 Square Indies Elbow: Weight ............................68 Pounds Water Pass Area ................... 78 Square Inches Gasket Material ..........................Oil -Resistant Rubber Oil trap is available in 2 sizes, accommodating most commonly Used pipe (12" and 1S"). ,I� OIL AND GREASE TRAP ® PRECAST CATCH BAST! rs• i r1i7 2; 1 1 Cis �•�� SEC -ION AA COLLAR 7Sz EC 71 , 1 1 JL >i i JL Etc wRw ELBOYV SCE VIEW Le BARON FOUNDRY INC- 14 EAST UNION STREET, P.O. BOX 746 BROCKTON, MA 02403 TEL (508) 586-TI30 FAX (508) SS VAC SQUARE AND RECTANGULAR FRAME D Q S AN GRATES SQUARE FRAMES AND GRATES q`� { CAT. NO. G H D 1 O WT.A"�P" •LF166 16 514 11/4 15 25 x 25 170 LF206 20 6 11/2 18 25 : 28 276 G D LF244 24 4 2 211/2 29 x 32 420 —1 •LF245 24 5 2 211/2 34 x 34 600 ��vq��•p���`' LF246 24 6 2 22 291/2 x 33 400 Hll -LF248-2 24 8 2 22 30 x 331/2 4804- LFI48-3 24 8 11/t 22 29 x 32 390 LF278 27 8 2 25 34 x 36 520 LF288 271/1 8 3 "251/2 331/2 x 361/2 740 0 LF308 30 8 2 28 36 x 391/4 761 `_r LF326 32 6 2 30 38 x 42 760 'Four flange only. All other sets are standard three `�i µ,r41 �''�'• •LF360 36 10 21A 331/2 48 x 48 1 170 flange. If four flange, please specify. 'LF388 371/2 8 11/4 36 46 x 46 1180 **Round Opening. 18oston Standard Type E). DIM. IN INCHES WT. IN POUNDS 1 , � HANDICAP C', CUT DETAIL iR{ 15- X IS" ALUAtfNUM SIGN / I W/ HANDICAPPED ACCESSIB&ITY ^ SYMSOL VAN 2-1/2- ¢ GALV. STEEL POLE ACCESSIBLE O 10 8' SONOTU8 X 4'-O' LONG CONC. FILLED - PROVVC STEEL ANCHOR- THRU SOLT FIN. GRADE •• o 1 / via' CRUSHED STONE i HANDICAP SIGN DETAIL NOT TO SCALE td1.'-AFI 1400 OR AJTRDVED EQUAL STONE SWALE DETAIL L. NOT TO SCALE Icy TYP. AS SHOWN FRAME 8 COVER 8 BRICKWORK NOT SHOWN D TWO COURSES OF BRICK MASONRY MAX. BED FRAME 8 BRICK WORK IN I' MIN. FULL MORTAR BE EXISTING GROUND SURFACE MORTAR D :')TE: h BALED MAY EROSION CHECKS I MUST REMAIN W PLACE UNTIL �, i GRADED AREAS OR SLOPES (I ARE PERMANENTLY STABILIZED. I . In ow, REPLACE AS NEEDED. �s 0 �bl � PLAN REMOVE 2' TO 4' OF MATERIAL AS N Y FOR SUBIUTY. ANKM NT C ELEVATION EMBANNNIE-NT APPLICATION MASTIC JOINT GASKET (TYP. ALL Y.H. JOINTS) f1 11 ��•: s Olt : *" tv•• 1 • f ' -� - cL I �0 • . •.,,.�� �. PRECAST CONC. SLAB v+, N-20 LOAD RATING 4'-0- PIA. PRECAST I CONE. SECTION PLAN , 5ECTION D-D SHALLOW DRAINAGE STRUCTURE TOP DETAIL NOT TO SCALE DRAINAGE STRUCTURES PROPOSED WITH LESS THAN 22 FT. OF SEPARATION BETWEEN TOP OF PIPE AND FRAME MAY USE H-20 LOAD RATED SLAB TOPS. 24'' x 24" SQUARE OPENINGS SHOULD BE PROVIDED FOR CATCH BASIN APPLICATIONS. HAYBALE DETAIL NOT TO SCALE Des'$n Dal* & G#Atrol Noles 1 Concrals.sirenpth 1`e 4,000 PSI a 28 days. Dens%y 150 PCF. 2 C4ment, Portland Type I or III "pjr ASTM C150-81. 3 Admlxtvres, air i plasticizers pc% ASTM C233-82. 4 Ali tntroinment 5%-7%. A HA?Z. WEIGHT LEtJG AS? b L sa 1 • {' tt' rAct SIDE TWO, NO.3 REDAR -.� r L- ENO ELEIL �s-- -- LEMGTWSEl DATA CHART --- FACE SIDE ELEV. PRODUCT No. SCS AS MAM1fACTURED Bi' CHASE PRECAST CORT, QR APPROVED EQUAL CONCRETE CURB DETAIL LOW RETAINING WALLS FINISHED GROUND MOTESt 1, GLAS300CEMENT CONCRETE TO eE WED. 2. EXPANSION JOINTS TO BE PLACED t3'0•C, MAXIMUM WITH tNTgRMEOIATE CONSTRUCTION JOINTS PLACED AT 30'0.C. MAXIMUM. 3: ALL CONCRETE DIMENSIONS SHOWN #RE MINIMUM. 4. PAYMENTS WILL BE BASED ON TABLE' BELOW. HEIGHTS WIDTH AREA ISO. FT. CU. VDS. PER L I N. FT. A T W ;e - tf 4'- 0' 7- 4' 6.667 0.2 4 T 2,-G, 4'- 6' 2'- 6' T. 0 7 5 0.292 3' - 0' a'- 0' r - e' s. 1 6 5 0.339 3'-6' 5'-e 2'-10' 10.541 0.3e0 4'- 0' 4'- a 3'-- Cr 12.000 0.444 4'- 6' 4`1 a r-• 2' 13.541 0,502 0'- Cr T= d' 1- 4' 15.162 0342 U0 I PP' C'A�A 7 JC J�JL.J Slotted FVC pipe Infiltrates putiallytreated storm water from last chamber Into constructed wetland gravel substrate Inflow from catch basin - Outlet control valve regulate irmally set at 0.25 gal/min) in the event of a hazardous - -- - r-r - aUt01{CY cwvrr vat exGltrates treated trapping oil and water to outlet other floatables Systems Tank STORMT'iMT'SYSTEMS, Inc. Specificotion Sheet of StormTreot System Tonk 124 Route 6A. Sandwich. MA 02563 US Potent No. 5.437.786 (506) 833-1033 TOLL FREE. Wetland Plants include soft -stem bulirush (Scriptus validus) and (877) 767-6426 burreed (Sporgonium sp). The wetland plants ore maintained between storms by a minimum of six inches of water in the bottom of the wetland basin. The standing water provides for Manhole cover (attached son moisture through capillary action. w/12 pent -hood, vondol- ioved to open man• roof, security bolts). intenance purposes hQM Set top of StormTreot Tank 6' above invert elevation now, verflow pipe. . 6' Skimmer 4' Catch Basin , 0 edimentoti Fine Stone Fine Stone Filtration Water flows through Area root zone of wetlaznds ® 4' Inflow Pipe sere microbes metabolize _ etroleum hydrocabons, 6 11 Dgen, and other pollutan • L 2" Outflow Pipe ants uptake metals, and 6'-0' avel soils filter bacteria. 9•-9• hos horus and metals Overflow pipe discharges sformwoter offer P P Tank walls constructed o/ the 'rrsf hush' The initial 0.5* of runoff 1/4'-3/8' recycled is captured by the STS Tanks for treatment. polyethylene 4' Slotted (0.01) well screen pipes Weiland Area Wetland substrata 24' in length. comprised of fine stone (3mm-5mm). w which Sdid bulkhead directs water Through the wetlond system by establishing a no -flow b n 3•4 inches b00 oundary and hydraulic grodienL Skimmers below the surface of water to next chamber ttr. 71/11/96 Inflow do outflow pipes (on center). On & grease Crop: traps flootable hydrocarbons in sedimentation chomber. OTHER SPECInCA77 Holding volume - 1.390 gallons Holding time - Variable Outlet control valve used to set discharge rote. Discharge con occur subsurface by infi7troting into moist sorts due to low discharge rotes of 0.25 gpm or con occur at the lands surface downslope of STS Tanks The outlet control valve con be followed by a check valve where the discharge pipe may be inundoted pipe during coastal Roods. The control valve con be closed in the event of a hazardous waste spill for containment purposes �C* C IrLm 9-41 George Lord General Manager Sole Distributor of StormTrMTm, Systems The following procedures should be performed for proper maintenance of StormTreatTM (STS) units: 1. Annual Maintenance 1. Inspect and clean catch basins preceding the STS tanks. 2. Visually inspect influent pipe and clean out debris, if necessary. 3. Open manhole cover. 4. Remove debris filter sack and attach replacement. 5. Visually inspect skimmers to ensure that the flexible hoses are undamaged and tightly connected to the skimmer and bulkhead. Replace damaged hoses. 6. Close manhole cover. 7. Collect debris from wetland area and trim dead growth from wetland plants. Replace dead plants as necessary. ' 8. Rake and clean up area around systems. 9. If there is flow from the effluent pipe, open valve cover, measure flow rate and adjust. Reset exit valve if necessary. Close and lock valve cover. I1. Three -Year Maintenance 1. Inspect and clean catch basins preceding the STS tanks. 2. Visually inspect influent pipe and clean out debris, if necessary. 3. Open manhole cover. 4. Replace debris filter sack. 5. Spray down all sediments in the tank and pump the tank clean. Make sure that the exit pipes to the wetland, as well as all flexible hoses and skimmers are clean. 6. Visually inspect skimmers to ensure that the flexible hoses are undamaged and tightly connected to the skimmers and tll,e bulkheads.. Replace damaged hoses. 7. Close manhole cover. 8. Collect debris from wetland and trim dead growth from wetland plants. Replace dead plants as needed. 9. Rake and clean up area around systems. 10. If there is flow from the effluent pipe, open valve cover, measure flow rate and adjust. Reset exit valve if necessary. Close and lock valve cover. PLEASE CONTACT ECO-CYCLE FOR SUPPLIES OR REPLACEMENT PARTS ilro Sedimentotion c Notifi g� 0 e FIfrotion .k ed Arta water to y next chamber. 4 4 I fl 09 A � d Bulkheads provide s ability and slow water flow to obtain high TSS removal rotes. Wetiond Area _y LAWN AREA, EL.= 111.7 MIN. TOP OF CURB AT SPILLWAY, EL.=110.68 -TOP -OF CURB =111.16 STONE WATERWAY TO DRAINAGE SWALE CB #4 CROSS-SECTION OF SPILLWAY NOT TO SCALE CATCH BASIN W G. O J N 0: W ae N V WiDE ELEV. TRANSITION �1 6' HIGH CURB 106ti 1.85 7G GUTTER SLOPE STONE WATERWAY OVERFLOW TO DRAINAGE SWALE "-tB #4 PLAN VIEW DETAIL NOT TO SCALE NOTICE OF INTENT NOTES 1. Site is shown as Assessors Lot I I -18 on Map 63. 2. Site is not located within an Estimated Habitat of Rare Wildlife and Certified Vernal Pools as delineated on the New Bedford North Quad contained in the 2000-2001 Edition of the Massachusetts Natural Heritage Atlas. 3. Proposed haybales will be installed as shown on plans prior to the start of any construction activity. 4. Haybales will be maintained throughout the construction stages and until all disturbed soil areas are stabilized with new vegetation. 5. All construction litter and debris will be removed from the vicinity of the haybale line on a daily basis. 6. Any substantial silt accumulation against the haybale line will be removed by hand labor to prevent the possibility of over washing the checkdam. 7. Stockpiled earth materials are to be placed no closer than fifty feet from the Resource Area. 8. No refueling of construction equipment will be performed within 100 feet of the Resource Area. 9. All disturbed areas will be brought to finish grade with 6 inches of loam and seeded. 11. Prior to the start of any construction activities, this Order of Conditions shall be recorded at the Bristol County (S.D.) Registry of Deeds in accordance with General Condition 48. The recording information found on the bottom of page 54A shall be completed, stamped with recording information by the Registry, and returned to the Conservation Commission. 12. A stockpile of a minimum of fifty (50) haybales and sufficient stakes for installing these haybales shall be maintained on site for use if necessary to control erosion problems in the event of an emergency situation. 13. It is the responsibility of the Owner and/or successors and assigns to ensure that all conditions for performing the permitted work are complied with. Copies of the Order of Conditions and approved design plans referenced by the Order of Conditions must be provided to all contractors working within the Buffer to the Resource Area before they are permitted to start work. 14. _ Prior to the start of any construction activity, the contractor shall contact the Dartmouth Conservation Commission Agent to make notification of his intent to begin work. A pre - construction meeting may be required to discuss any specific requirements for work within the Buffer Zone. A responsible party for maintaining mitigation controls shall be designated with a phone number for use by the Agent should a situation occur which needs immediate attention after work hours. a cc, KOKO 7 r ROAD LID ti O NEW BEDFORD AIRPORT _ ' Y10 a � w OD V NTURA DR., 010 O� V LOCUS W t RT ROUTE195 1 t NEW BEDFORD NORTH QUAD GEODETIC LOCUS MAR - SCALE: I" = 2,083's z. N/F RTMpUTN NpRTHERNEDGE NERSNIP LIMITED POTN E C_ jfTr, N 81*Z4 38 DRIVE URA� VENT, o T. set R= 30.00' L= 44.39' b- 84°-46'-32 0 oo, , 21.43' .ti PARCEL "B" 15 SUBJECT TO A 60 FT. WIDE ACCESS EASEMENT FOR THE BENEFIT OF PARCEL PARCEL "C" IS NOT TO BE CONSIDERED A BUILDABLE LOT UNTIL A PLAN IS SUBMITTED UNDER SUBDIVISION CONTROL LAW 8 A ROADWAY 15 CONSTRUCTED TO PROVIDE THE REQUIRED LOT FRONTAGE 8 SUITABLE ACCESS. N/F RAYMOND ROSE WANY NOTICE' 'OF INTENT PREPARED FOR ANIMAL RESCUE LEAGUE o f NEW BEDFORD VENTURA DRIVE. NO. DARTMOUTH, MASSACHUSETTS Kenneth R. Ferreira Engineering, Inc. 46 Foster Sfreet,New Bedford, MA, 02740 Tel, (508) 992-0020 Fox: (508) 992-3374 DATE: 4 ev�LpttNNG o��AAr oNN �y s-cs-pp JAN. 2, 2001 3 REVISIOX' ATF �NLY KW 5-11-01 SCALE 2 REVISION.' GATE ONLY KW 4-12-01 1., 4 0' 1 REVISION DATE ONLY KW -28-01 ^ No. Revisions ABy I Date DESIGNED BY: ,OF OF ill141,41 MO �cENNF_T' EN NE Ti CHECKED BY: 4 F CIVIL �f, li rre�ra, 2871 , Na. 3583 DRAWN BY: � � ��� �►i>r;>r� ,j., S.M.B. DRAWING NO: SE 5852.3 a CATCH BASIN #1 �06 T.o.F.= 113.50 �� ��0 10 V OUT= 107,76 n / f 103.76 SUMPELs Walter Pease %``2 r XN GRAVITY E RIVE \�0 \pro �� 5 80._51.22 W / — — BENCHMARK' TERMINATION OF#28 VENTURA D �� / \\,� / �i 632.24' / _ _ — — — —. o lM OF SMH AT T LINE OF �24/_ - fi LO LOCATED AT 13165 / / / GE EASEMENT LEVATIO / i.� 20, WIDE DRAINA • . — _ c°—� E / r ............ .� DRIVEWAY /i/� - • �" o / q 7 —�- — J — \ •� � . OF l8 FLARE \ COMMON ; ELEV.= 108.50 --- j 110 -- PROPOSED `o 475.09 113 u � EN / .{-- 5 ULAR CCE n� Q _ _ _ / _ — 123 = = N / VEND A° \06 125 — o \ EpGE OF —� CAPE D BER / u T9 .t0'• tt�A° / E RAWINGS 3 & 4 FOR 5 5L73 RAD SE D oUT,•LET CONTROL pETA1L � WALE DETAIL) /�0 Z ti I I I om ° :. 264.00_ O �y SVPAZ rrWE STONE 5 •' a 53L! 8" TO 10" STOf 13' OF 18"DPE CAP COD \ •• • _ `� r,M � j8" HOPE �• / y o ; . 56.^00 0025pPE SL= 0.0477� e�R' / t9 / / 1 \ \ / •• SL= 0.0025SL / AT CONC• WALK o p ` PIPE C►UTFLOW FROM STORMTR , �ZA 1 \ 5' BIT. ••• 0 9' 2~ PERFORAT 0 8E D/{.PLIGHTED AT WETLAND EDGE l teas e ' 24 Top OF 6E�� END OF PIPE --t0 I CR \ _ m 4 2' RADi.: 1 CON / / 23/ � IV, / 1 '� �,y 72 •• NC o _ 1 STORMTREAT STRUCTURE Q 3 1 �� _ — — ' OP OF TANK EL.= 110.35 t9.00 •: • N -- % , 4" INV. IN=107.27 DETAILS) / o N •: ° o (SEE SYSTEM / (TYPII • i I / m pRAIN MANHOLE #1 RIM =112.40 / titi t8 / 2, D. SS5 84 t0' us t� n / " INV OUT-109.12 18" I / / n .,,.-I07.62 : u6.aa ' INV. OUT=107.50 9�P� / I �— �5 SUMP EL.= 103.50 / / • NI HANDICAP GH 6 a PARKING POINT ttt I / GE �� � VAN ACCESSIBLE SIGNA/ ^f (SEE : BUIL-DINS / t R Y / �.� � �. • . j • � -pRAIN MANHOLE #Z 2 STO 1 0 . • q / RIM = 115.28 S16g0 16�`2 / PROPOSED60 3 o ELEV. 119.00 I ? lg" INV. IN= 10707. t� x FIRST FLOOR EL : u5�a 18" INV. OUT= 107.75 / FINISH / SUMP EL.=103.75 j — 102 o 3 CHECKDAM NAYBALE f w 1 . (o' RAO. / Z • ►t6.62 / / 3.0/G/F F EL-011T.00 Cr n/f , ¢ Correia . � Alvaro P. , `m REA INDICATES N t9' U 1 ' CROSS HATCHED, ENT TO SIDE SLOPE TONE T / ►µ.a ., pp PIPE -� \ " S DETAIL). 1 ' 1 Z (SEED t►6.eo � l04 OF 18 H � / 0 0028 \\� m % • 1t6.65 . r / tit I / 20` � � I uaaa RA '• ' EASEME T - " -- \ \ s' SL5 its : HIGH POINT tir1 sLC 0.0421 /;. 2 p' WIDE DRAINAGE %J / M T \ 9'�p)APE COD BEM BERM II , ►t tt ,U I / RAD. ijs APE COD luo / tNAT � ►AA9 �' RAD. 4 ,O SL �O016lol ''11 h / - -- \ ._59f0B•W / ti PLAN TO ACCOMPANY 11 / / p t►31�� / ' IOU � S 8I ,00, 4 / \°'y \Q w SITE PI Ilo - T 112 14l 109 / � ,, f10 / � ,�/ �/ PREPAREL 120 ,,� i / 1fl / 3 ANIMAL RESCUE L EA'GL s = It . 0� CATCH BASIN 120 / ��° �° TO.F.� 114.25 ,14 , 119-- 1— — fffs — — / - V. IN=108 VENTURA I18 i 114 — - GUARD RAIL (SEE DE TAIL) 18 1N 'Ili18" IE�4 9 113 svMP�009 SL= 0.00258NO. DA RTMO UTH, M ,197' of HECKDAMS. \\ 411 CATCH BASIN #2 T.O.F.= 108.64 SUMP EL.' 104.64 (SEE SPECIFIC BASIN) FOR THIS TYPICAL I- HIGH OF 8(VE2" 11 STONE VE)THE CONSTRUCTEDRETURNS 4' WIDE AT AN ELEVATION TO I SLOPED SWALE BOTTOM n/f Raymond Rose n/f Robert P. 8 Marcia S. Ihedeiros St �Z7IDL.J I 24 LIDE ------ COVER TO BE N FOUNDRY CAT, NO. R EDUAL 24' 1• RICaa rll at us" PON So DIAMETER RADC ADJUSTMENTS. RAMIE TO st stT IN 1 jLEIIA ULL at0 of MORTAR M, - •' HIwo • J do x =/ s 3L[ JOINT DETAILS � IL o _ LLj J- MORTAR ALLJOIRTS a. J }• r ora 414 G a MIM.O.IE f0.111. STEEL o i > _ ♦$'_ 1' DItM[T[R /tR VERTICAL ►OOT.►LACED ACCORDING TO AASNTO 09319MAT10N MISP Q J S' MIN. / Y Ir3 SAR AROUND OPEMINCS - I n- LV / �r;lt PIPES IS' DIAMETER AMC OVER, I'COVER tW t' CLEAR • I 30' Utz. DIAMETER 1119 Mi�'dL7,T�AVTR —T P(,Xcx PrDvlDt'r' orEMlru ��-�Cd`� �( ►I►t aProlrGs TO at �R�� �L*1D� X0.5'� } ..PRECAST IN 1119tR at CTic" NOTE. BOTH 0WS ARE TO PE CONSTRUCTER WITH A 4' SUMP ELIMINATING BRICK INVERT CONSTRUCTION ... 1' CLtAR . S' MIN. G' MIN. P :r _ PRECAST UNIT I .03 BAR i T WIN. - 0 f' W IN. —If wilt. PRECAST BASE I' cLtAR S' win. H CAST IN PLACE BASE JOINT DETAILS BASE DETAILS PRECAST DRAIN MANHOLE DETAIL UALE 26'IleA• Catalog No. LK I10 81 Wt. 47S IbI. 1 L 24" 34" NOTE: ALL CASTINGS SPECIFIED ARE BY LEBARON FOUNDRY INC. CATALOGUE NUMBERS AND MAY ONLY UE SUBSTITUTED WITH AN EQUAL APPROVED BY THE DARTMOUTII D•P•W Le BARON FOUNDRY INC. DESIGNERS AND MANUFACTURERS OF AMERICAN MADE 1111011 CASTINGS AND CONSTRUCTION SUPPLIES 14 $Aft t*WM $TWIT DRDORTON, WA ata02 P.O. ►OI Taa Isall aaa.Illa PRECAST CONCRETE CATCH BASIN LEBARON FOUNDRY CAT. NO. LF248-2 OR EQUAL 24, !1, Z BRICKS AT BE USED FOR O Q SQUARE OPENING•■ GRADE ADJUSTMENTS. Q W W e'Mi"' FRAME TC BE SET IN I NO i FULL BED OF MORTAR =© O Z Iz Lu v`N. ii N SEE 2C2.4.0 FOR JOINT DETA ILS rn •e' :tI' DIAMETER Z • I MORTAR ALL JOINTS O F- C O IIJ PROVIDE 'V' DPENINGS h � ME[•NCLE D: I CFENING 7*0 BE PRECAST } IWn 0 IN RISER SECTION) OUTSIDE OF PIPE J Ir ILS SEE NOTE 4'2 t2'CLE�RANCC Cl- O >. 'a NOTE 94 UJ W ; L9 I' CLEAR \l(y2 MIN.'0 12 SO. IN, STEEL - PER VERTICAL FOOT, PLACED - X ACCORDING TO AASHTO Z DESIGNATION MISR C 5' MIN. I 1 �. SEE 2C2.4.0 FOR BASE DETAILS --� *A H2O LOAD RATED SLAB TOPS MAY BE USED TO PROVIDE ADDITIONAL CLEARANCES IN FITTING HOODS, SEE SLAB DETAIL NOTES: I. DETAILS NOT INDICATED ABOVE ARE TO BE SIMILAR TO THOSE SHOWN ON 201.2.0.201.3.0 ?-FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM FACE OF WALL ' ALONG CENTERLINE OF PIPE. 3.FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHOD, SEE SPECIFICATIONS. 41• MINIMUM DEPTH OF SUMP TO BE 4' X N.WHEN A CURB INLET IS INSTALLED, THE OPENING IS TO BE 24" 2 1" X 27" t 1" 4. TV C+IUE L�S OF CB'S III 8 3 SHALL BEFITTED WITH AN 011: A CP,EASE TRAP ELBOW AS MANUFACTURED BY 5. CB'S *2 a 3 SHALL HAVE CATCH BASIN HOODS INSTALLED OVER 18" HDPE . PIPE OPENINGS, SEE HOOD DETAIL TECHNICAL SPECIFICATIONS collar: Weight ............................79 Pounds Water Pass Area...................87 Square Inches [bow: Weight..i........................68 Pounds Water Pass Area...................78 Square Inches asked Material ..........................Oil -Resistant Rubber Oil trap is available in 2 sizes, accommodating most commonly used pipe (12" and 15"). OIL AND GREASE TRAP ® PRECAST CATCH BASIN 17 1`7 ' r-A r5' r-I17 12- I,zD "ING m` -'COLLAR 1 , I JL JiII sc view ELBOW - SIDE NEW Le BARON FOUNDRY INC. U EAST UNION STREET. P.O. BOX 749 BROCKTON, MA 0203 TEL• (SOS) 5/6-J7W VAX: (SOS) 00.2740 SQUARE ,AND RECTANGULAR FRAMES AND GRATES SQUARE FRAMES AND GRATES CAT. NO. G M D 1 O WT. *LF166 16 SN 11/4 15 25 ■ 25 170 LF206 20 6 G II /2 18 25 . 28 276 D LF244 24 4 2 211/2 29 I 31 420 r-- *Lr245 24 5 2 211/2 34 ■ 34 600 H ® LF246 24 6 2 22 291/2 : 33 400 — LF248.2 24 8 2 22 30 it 331/2 48041— LF248-3 24 8 11/i 22 29 : 32 390 I v�`p�•��� LF278 27 8 2 25 34 s 36 520 a � + t- LF288 271/2 8 3 **251/2 331/2 : 361/2 740 O b V+. NaOr -k 3 LF308 30 8 2 28 36 + 391/4 761' r x rv*�i` •ac . LF326 32 6 2 30 38 I 42 760 *Four flange only. All other sets are standard three \ yt L :^ �: -I *LF360 36 10 21/I 331/2 48 : 48 1170 'flange. If four flange• please specify. •LF388 371/2 8 11/4 36 46 I 46 1180 **Round Opening. (Boston Standard Type E). DIM. IN INCHES WT. IN POUNDS IncliI \\ s7. I 5' 4• HANDICAP Ci;46 CUT DETAIL w 15- X 15- ALUMINUM SIGN Ws' HANDICAPPED ACCESSIBIL17 Pro SYMBOL VAN ACCESSIBLE rig-1/2" ¢ GALV. STEEL POLE T 0 1 io 9- SONOTUB X 4•-0' LONG CONC. FLLED - PROVICIf STEEL ANCHOR- TWU BOLT FIN. GRADE T opI' • I � I 7� 0. ,' CRUSHED STONE HANDICAP SIGN DETAIL NOT TO SCALE M.'.4FI 14OH OR JJt:3OVFO EOUAL STONE SWALE DETAIL NOT TO SCALE #5 TYP. AS SHOWN FRAME 8 COVER 8 BRICKWORK NOT SHOWN--7 D TWO COURSES OF BRICK MASONRY MAX BED FRAME 8 BRICK WORK IN j* MIN. FULL MORTAR BE EXISTING GROUND SURFACE MORTAR D RI DIVA TOP SIDE F1 I MMTE: i1 :B%LED HAY EROSION CHECKS I (MUST REMAIN W PLACE UNTIL , I (GRADED AREAS OR SLOPES e :ARE PERMANENTLY STABILIZED. 1 1 no ;REPLACE AS NEEDED. 0 11 I Di I PLAN T~ REMOVE 2" TO 4- OF MATERIAL AS NECESSARY / FOR STABILITY. M ANKM NT C ELEVA7710N EMBANKMENT APPLICATION HAYBALE DETAIL NOT TO SCALE MASTIC JOINT GASKET (TYP. ALL M.N. JOINTS) PRECAST CONC. SLAB •f„ H-2C LOAD RATING 4 -O' DI . PRECAST P - CONC. SEC ION T'f. PLAN , 5ECTION D-D SHALLOW DRAINAGE STRUCTURE TOP DETAIL NOT TO SCALE DRAINAGE STRUCTURES PROPOSED WITH LE55 THAN 21 FT. OF SEPARATION BETWEEN TOP OF PIPE AND FRAME MAY USE H-20 LOAD RATED SLAB TOPS. 24F x 24" SQUARE OPENINGS SHOULD BE PROVIDED FOR CATCH BASIN APPLICATIONS. CATCH BASIN HOOD. SLOPE 6" TO 8" STCyE CHIP SURFACE TREATMENT s" « NOTE: $TONE SURFACE TREATMENT „< jPPL1ES TO 2 TO I SIDE SLOPES 6" HIGH x 12" WIDE >~ STEEPER. SEE CROSSHATCHED CAPE COD BERM oe 0 a .5d AREAS ON PLAN VIEW STEEL BEAM HIGHWAY GUARD TYPE SS (SEE SPECIFIC DETAILS) MIRAFI 140-N FILTER FABRIC • .�,g�o 3"t LAYER OF 1' CRUSHED STONE GUARD RAIL B SIDE SLOPE DETAIL NOT TO SCALE 12" �— 6" HIGH X 12" WIDE I CAPE COD BERM i Z"WEARING COURSE 6" 2" HINDER COURSE DIMENSIONS A 9 C 1 0 E F I G H SAND 10' PIPE IS' IV 1* S' 2" �� la 14' 12' AND IS"'IIPE Is- Is' 10' Il f 2' 1' 1 li• 14' i l I 8" ROLE E 64 DETAIL•A' HINGE -.-1/I'DIAMCTIR i in Kill. Rut. L_ BRASS BOLT 8 NUT .L A 1" NOODB TO Of MA7 WIT 11110R AASHiO 6LAee *so BACK TOP OF BERM 6' WIDE 8'%10' STONE CHIPS BEDDED ON 1" CRUSHED EL.r 111.5 STONE OVER FILTERED FABRIC MIRAFI 140- OR APPROVED EQUAL POND BOTTOM fl.=107.5, n 6" CAPE COD BERM D�.TAIL NOT TO SCALE 8" BIT. CONC. CURB TYRE-3 NOT TO SCALE PILLWAY EL.-- 110.5 3 TO I MAX SIDE SLOPES BOTH INTERIOR 8 EXTERIOR WITH 6" LOAM 8 SEEDED 9' OF 12" RCP SLr 0.0086 1" 1NV. EL.--106.50 NV. :106.75 FLARE EN UMP EL.= 103.75 SEE OUTLET CONTROL DETAILS OUTLET CONTROL CROSS SECTION NOT TO SCALE ■ 03 SE 5852.3 Slotted PVC pipe infiltrates partially -treated storm water from last chamber Into constructed wetland gravel substrate Inflow from catch basin - r Outlet control valve regulate 3rmally set at 0.25 gal/min) In the event of a haurdous A «� exfrltrates treated water to outlet Systems Tank loved to open man. intenance purposes Water flows through root tone of wetlands sere microbes metaboli etroleum hydrocarboru ogen, and other pollut ants uptake metals, ar -avel soils filter bacterl phosphorus and metab which .,..�..�.. .,,.,,..... - - -- - - -- ---- --.a 3-4 Inches trapping oil and below the surface of water to next chamber other Roatables ►er. 11/11/9 C%F George Lord General Manager Sole Distributor of StormTrMTm- Systems The following procedures should be performed for proper maintenance of StormTreatTM (STS) units: 1. Annual Maintenance 1. Inspect and clean catch basins preceding the STS tanks. 2. Visually inspect influent pipe and clean out debris, if necessary. 3. Open manhole cover. 4. Remove debris filter sack and attach replacement. 5. Visually inspect skimmers to ensure that the flexible hoses are undamaged and tightly connected to the skimmer and bulkhead. Replace damaged hoses. 6. Close manhole cover. 7. Collect debris from wetland area and trim dead growth from wetland plants. Replace dead plants as necessary. 8. Rake and clean up area around systems. 9. If there is flow from the effluent pipe, open valve cover, measure flow rate and adjust. Reset exit valve if necessary. Close and lock valve cover. II. Three -Year Maintenance 1. Inspect and clean catch basins preceding the STS tanks. 2. Visually inspect influent pipe and clean out debris, if necessary. 3. Open manhole confer. 4. Replace debris filter sack. 5. Spray down all sediments in the tank and pump the tank clean. Make sure that the exit pipes to the wetland, as well as all flexible hoses and skimmers are clean. 6. Visually inspect skimmers to ensure that the flexible hoses are undamaged and tightly connected to the skimmers and the bulkheads. Replace damaged hoses. 7. Close manhole cover. 8. Collect debris from wetland and trim dead growth from wetland plants. Replace dead plants as needed. 9. Rake and clean of area around systems. 10. If there is flow fi om the effluent pipe, open valve cover, measure flow rate and adjust. Reset exit valve if necessary. Close and lock valve cover. PLEASE CONTACT ECO-CYCLE FOR SUPPLIES OR REPLACEMENT PARTS STORI+ TREAT" tSYSTEMS, Inc. Specification Sheet of Storrr9Treot System Tonk 124 Route 6A. Sandwich. MA 02563 (508) 833-1033 US Potent No. 5 437,786 TOLL FREE Wetland Plants include soft -stem bullrush (Scriptus validus) and (677) 787-6426 burreed (Sporgonium sp). The wetiond plants ore moinfoined between ,storms by a minimum of six inches of water 'in the bottom of the wetland bosin. The stonding water provides for Manhole cover (attached soft moisture through capillary action. w/12 pent -hood. vandol- s�t XT.�r roof, security bolts). FIRST FLUSH STORAGE Skimmer ' I 1 4. I o MANHOLE 1� Fine Stone edimentoti /frotion nne Stone • Areo 4- inflow Pipe A m '•I I- - Lw2 Outflow Pipe 4 REFER TO DRAWING NO. 03 9._ 9. Tank walls constructed of FOR SPECIFIC ELEVATIONS 1/4'-3/8' recycled polyethylene 4' Slotted (0.01) well screen pipes Wetland substroto: 24' in length. Wetland Area comprised of fine stone Omm-5mm). F d. Solid bulkheod directs rioter through the wetland system by establishing a no -flow d boundary and hydroulic gradient. Skimmers ti Sedimentation °`7 transfer B y 00 Filtrotion A40 ��°k clarified wafer to Inllow do outflow pipes (on center), ° next chamber. U V t A n Of/ dr grease crop: traps flootable hydrocarbons in sedimentation chamber. d OTHER SPECY7CA77ONS, Holding volume - 1,390 gallons Holding time - Variable Outlet control valve used to set discharge rate. Discharge con occur subsurface by infilboling info moist sorts due- to low discharge rotes of 0.25 gpm Bulkheads provide s ability and or con occur of the lands surfoce downslope of STS slow wafer flow to obtoin Tanks. .The outlet control valve con be followed by a high 75S removal rotes. check valve where the dischorge pipe may be inundoted Wetland Area pipe during coastal47oods. The control valve con be closed in the event of o hazardous woste spi71 for containment purposes. LAWN AREA. EL.:.114.32 TOP OF CURB AT SPILLWAY. EL.= M3.82 -TOP OF CURB : 114.32 STONE WATERWAY TO DRAINAGE SWALE CB #2 CROSS-SECTION OF SPILLWAY NOT TO SCALE W a- o J G" HIGH W BIT. CONC. CURB CD CATCH BASIN T.OFs1133 -�-3 -- ' 1' WiDE ELEV. TRANSITION i . r - 6' HIGH CAPE COD BERM tA5% GUTTER SLOPE 6" BIT. CONC.CURB STONE WATERWAY OVERFLOW TO DRAINAGE SWALE `tB #2 PLAN VIEW DETAIL NOT TO SCALE NOTICE OF INTENT NOTES 1. Site is shown as Assessors Lot l I-18 on Map 63. 2. Site is not located within an Estimated Habitat of Rare Wildlife and Certified Vernal Pools as delineated on the New Bedford North Quad contained in the 2000-2001 Edition of the Massachusetts Natural Heritage Atlas. 3. Proposed haybales will be installed as shown on plans prior to the start of any construction activity. 4. Haybales will be maintained throughout the construction stages and until all disturbed soil areas are stabilized with new vegetation. 5. All construction litter and debris will be removed from the vicinity of the haybale line on a daily basis. 6. Any substantial silt accumulation 'against the haybale line will be removed by hand labor to prevent the possibility of over washing the checkdam. 7. Stockpiled earth materials are to be placed no closer than fifty feet from the Resource Area. 8. No refueling of construction equipment will be performed within 100 feet of the Resource Area. 9. All disturbed areas vc-ill be brought to finish grade with 6 inches of loam and seeded. 11. Prior to the start of any construction activities. this Order of Conditions shall be recorded at the Bristol County (S.D.) Registry of Deeds in accordance with General Condition #8. The recording information found on the bottom of page 54A shall be completed, stamped with recording information by the Registry, and returned to the Conservation Commission. 12. A stockpile of a minimum of fifty (50) haybales and sufficient stakes for installing these haybales shall be maintained on site for use if necessary to control erosion problems in the event of an emergency situation. 13. It is the responsibility of the Owner and/or successors and assigns to ensure that all conditions for performing the permitted work are complied with. Copies of the Order of Conditions and approved design plans referenced by the Order of Conditions must be prodded to all contractors working within the Buffer to the Resource Area before they are permitted to start work. 14. Prior to the start of any construction activity, the contractor shall contact the Dartmouth Conservation Commission .;Agent to make notification of his intent to begin work. A pre - construction meeting may be required to discuss any specific requirements for work within the Buffer Zone. A responsible party for maintaining mitigation controls shall be designated with a phone number for use by the Agent should a situation occur which needs immediate attention after work hours. FACE VIEW SIDE ViEW ---- l.58' -- 0.83' 4 O O 1E to N [--,o .e O 1- #5 REBAR 2" ANGLE IRON MOUNTING FRAME HOLE LOCATIONS TO COINCIDE WITH ORIFICE PLATE MOUNTS NOTE: ENTIRE FABRICATED FRAME TO BE EPDXY COATED PRIOR TO MOUNTING. " ORIFICE PLATE TRASH RACK DETAIL NOT TO SCALE LEBARON FOUNDRY CAT. NO. LS264 MANHOLE FRAME 8 COVER OR APPROVED EQUAL EL.=110.50 12' r 12' OPENING FOR I 1 L.=108.92 ORIFICE PLATE EL.=107.92 OPENING FOR 12" RCP I ON BACK SIDE �� I I I r,2s• 4' SQUARE PRECAST STRUCTURE l EL.r 103.25 OUTLET CONTROL STRUCTURE NOT TO SCALE STEEL BEAM HIGHWAY GUARD TYPE SS W RAIL SECTION SECTION THROUGH RAIL AT SPLICE MAIL AND SPLICE BOLTS 8 NUTS N " SYMMETRICAL ABOUT C.L. +LICE BOLT -� rL �' OVALN12 GAUGE 09- BOLT HOU.DER _ Ti R _ / _ I _ R � � *4 140 -' ---t- � 111 I I ,.. r4r in f� t We m �' R I �N �-►1 h-- R i � � I (R. MIN 250 RAIL BOLTS TAW BE 2" LONG.. ALL BOLTS AW NUTS TO BE GALV. z { ' 3 - --*ice- I N + -- 3� 2 I ' BRACKET 12 Z a BOLT j�TOLERANCE , iN �� le TOLERANCE ` RAIL SPLICE $PUCE BOLTS I. 8PER JOINT 12 i�- i � ----''� RAIL CXT 2" 4� T a; LIP RAiL BOLT SLOT frDIA.x Dt"P HEX HEAD PER• RECESS ONE SIDE 2e o: RAiL WASHER N ( -- R. R. - 13N NTHICKNESS b I I r 1 I T I RAIL WASHER_ WIN 4 "W* SPLICE BOLT SLOT OVAL I I I 64 R 64 R HOLE 3ICP' I. 3Lu 6" RAIL WASHER TO BE PLACED BETWEEN BRACKET BOLTS - 2 PER POSTS DIA. I LONG RAIL AND RAIL BOLT HEAD BOLTS (HEX HEAD), NUTS 8 BOLTS TO BE GALVANIZED STEEL BEAM HIGHWAY GUARD TYPE SS POST AND OFFSET BRACKET DETAILS -W RAIL POST OFFSET BRACKET TERMINAL $ECTiON A A 3„ eNX I " HEX. HD. BOLTS MIN. BOLT HOLES, AS LJ ANi NUTS, GALV. REO'D FOR MEDIAN BARRIERS n SECTION A-A� BOLT HOLE, AS REO'D A� J j FOR MEDIAN BARRIERS ' •� G -iN N I 1 �o t�N N I I e IN 1 N ,I 2r 8 .« I� ~ I II 4 J I I 2, - 0" r in !� X I« SLOTTED HOLES. a I e"_..� U!'E SPLICE BOLTS. 6„ 'I TOP OF SHOULDER 1 jl I SLOT17 II I a 1 11 i 1--2Ir2"H 71 tV , M I I 3ANJ M li 1 I I J a 41 STEEL BACK-UP PLATE (12 GAGE) I 111 NOTES: -- I It 1 I. POST AND OFFSET BRACKETS TO BE FABRICATED I II I FROM 6" X 4", B 1/2 LBS. PER LINEAL FT., STEEL 11 "H" SECTIONS. L TOP OF SHOULDER L-IL J 2. POST AND BRACKET BOLT HOLES TO BE 3/4" DIA 3. BACK UP PLATE TO BE USED ON POSTS WHERE NO SPLICE OCCURS. 4. FABRICATION DIMENSIONS ALSO APPLY TO "C" POSTS AND BRACKETS 1f.83' --- EL. a 109.33 10 o •SEE BELOW 112' THICK ALUMINUM PLATE CD 9" • ORIFICE 2.5" EL. _ 108.00 O N O EL. x 107.50 01/2" a STAINLESS IHILTI QUICK BOLT SYSTEM OR EQUAL,, (4 REO D) ORIFICE PLATE DETAIL NOT TO SCALE 0 SE 5852.3