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HomeMy WebLinkAbout2016 City Shops Paving - Record Drawings RECORD DRAWING _ 2016 CITY SHOPS PAVING PROJECT d9 , DRAIN BY: EMS �- , I. ^ CHECKED BY: CITY F BOZEMAN MONTANA ' - a k DATE: BY 2KMG 01 C O O � O � � DATE: 04—I1-2018 V EXISTING STORM S JUKE 2016 N � AREA DRAIN TO REMAIN L EXISTING STORM DRAIN MANHOLE TO REMAIN 1 y EAST TAMARACK STREETBOZ \ w a_ _ __ -- — w - --r i So o 20 40 80 1 REMOVE EXISTING m A PARKS SHOWN LIMITS S SHOWNN r (ADDITIVE ALTERNATE#1) LL STREETS H z 1883 0��� -r z IJ 10' EXISTING STORM DRAIN STRUCTURES, CO. INLETS,&UNDERGROUND INFILTRATION " F 3NQ�d BASIN TO REMAIN REMOVE M LF IN _ EXISTING 6"STORM DRAIN Ln. — E.Griffin Dr. r D e wheat Dr. (Griffin Dr.` gee l ma L — ° T.<ha<he Lan e,.[ore Eger Bryant St. O 9rse c� Bond St u x a Baxter Rd. I ' E D Bi9 Culch Dr, r P^ , '^ E rNb o-cn f EXISTING GONG RETE PAD AND k' liy d St, I I I Biroh st WORK AREA 5l. oa r _ EXISTING FUEL STORAGE WASH STATION TO REMAIN — p o TANK&CONCRETE PAD F1 c0 ❑ TO REMAIN it Hemlock St. O o S I o f YAC' zleve s I I I m ❑❑ � P ��° Cory Hills St. Juniper St. I � I Tamarack It zMA Ap Sc � E eve. I I Aspen st 0 ❑❑❑❑ 3 0� riatt� s- - ❑❑Peac t.❑❑�❑❑❑❑❑� - - - - •1 - o �e❑ oo�st ❑ o��❑���❑ —villa B=.❑ �a r I EAST ASPEN STREET i z z -� ❑❑❑❑��� �i sl. z a 3 W.Beaii ❑0�❑��� Cj _=oo L 5t. y [No Men enh II ❑���00❑❑� I ROM, � W F_� W. M in St. DODO❑®❑❑❑❑❑0�00� w E M0/� DEMOLITION PLAN �� k U z ❑©� a k St.�m❑❑�❑���Babcock Sl.o B ck St, ti ❑ � 0��0��®�0❑❑©❑00❑Dlivest. er Dr. o ❑❑❑❑❑�❑❑❑❑ _ ❑ O ti GENERAL NOTES LEGEND a Curt St Curflss St.m VE.Cu 's ❑Koch ❑❑❑❑❑❑00I❑ `0 E °� �99 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA v W f MCAdow Pr PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION,AND THE CITY OF BOZEMAN III-L---lii (3 ° ^' Bogert PI. cns cns EXISTING GAS LINE MODIFICATIONS IN THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH 11 EDITION, INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. ✓ � 'p� 2. SURVEYING OF THE CITY SHOPS COMPLEX AND SURROUNDING AREA WAS DONE IN SD— SD EXISTING STORM DRAIN VICINITY MAP a z 2015 BY MORRISON—MAIERLE INC. 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE w EXISTING WATER MAIN AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE QI W QI CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING EXISTING TELEPHONE LINE O °N �j CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT vnoxc vnoHc W F EXISTING UTILITIES. U] = 4. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON oxv oxv EXISTING OVERHEAD POWER O THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT Ey i_y ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. EXISTING UNDERGROUND POWER INDEX 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE RIGHT OF WAY CONTRACTOR FOR HIS PERSONNEL. W DEMOLISION PLAN&GENERAL NOTES C1 6. THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM ss EXISTING SEWER DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. GRADING PLAN&STORM DRAIN IMPROVEMENTS C2 7. IF ADDITIVE ALTERNATE#1 IS NOT AWARDED, MILLING AND DISPOSING OF EXISTING PROPOSED ASPHALT PAVING ASPHALT WITHIN THE LIMITS OF THIS PROJECT SHALL BE COMPLETED BY THE CITY OF ROAD SECTION&STORM DRAIN DETAILS C3 BOZEMAN AND WILL NOT BE INCLUDED UNDER THIS CONTRACT. CONTRACTOR SHALL BEGIN WORK ONCE THE EXISTING ASPHALT HAS BEEN MILLED AND DISPOSED OF OFF STORM TECH DETAILS C4 SITE. SUB—GRADE PREPARATION,GRADING, ROAD BASE PLACEMENT AND COMPACTION, AND PAVING WILL BE INCLUDED IN THE CONTRACTOR'S RESPONSIBILITIES. CONTRACTOR IS ADVISED THAT MILLING OPERATIONS ARE NOT PERFECT AND THE CONTRACTOR SHOULD EXISTING VEGETATION EXPECT TO ENCOUNTER SMALL AMOUNTS OF EXISTING ASPHALT DURING SITE GRADING. 8. THE CONTRACTOR SHALL SUBMIT A CITY OF BOZEMAN STORM WATER MANAGEMENT PLAN PRIOR TO BEGINNING ANY WORK ON THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL BEST MANAGEMENT PRACTICES AS SPECIFIED IN THE APPROVED STORM WATER PLAN THROUGHOUT THE DURATION OF THE PROJECT. 0 RECORD DRAWING DRAWN BY: KMG �ry CHECKED BY: • APPROVED BY:KMG O DATE: 7-18-15 f 1 Y w 46 .r_ EAST TAMARACK STREET w 0 o ` - - RISER INLET z IL a CONNE4a 48 E 4 4 7 k PROPOSED INV. -07fi EXISTING ASPHALT p'0.^� I j- Z MATCH LINE R F O LL O I c u 7GENEIIIAI LL E BETWEEN I2"824"BURY N W w 36"BU V m O F o v LLO TmpI ! 0. C I p h 00 a k' z O cV 4 LL COMMUNICATION LINES IN T�] o J O oils, OHd = EXISTING O / AIR COMPRESSOR CONDUIT p SE24'RISER INLET - c7O ti5 Hd ZSET RIM ELEVATIONGATE OPERATOR WIRING3 CONDUITS m T04770..�96 4770.71'BURY NEXT TO BUILDINGS A� NOHd ,ys EXISTING 4'BURY48I RISERINLET'BURY EVERYWHERE ELSEd NO d' �d �@ � _q? 4 SET RIM ELEVATION MrI rt1' • 3NOHd q d T04]70.40 PROPOSED EDGE OF z0 p3,, ASPHALT �+ ROOF DRAIN CONNECTION I 'l� R r A MEN SE®ETAIL-SHEET'CY ! 477061 F (TVP.OF 4) 4]]2.88 GATE .$' � SD SO; S fi BURYPERATOR WIRING a7]2-8 k co co PHONE p ® i.OQ- PH h wo it ♦� P PHONE d III P� MAIN POWER FEED " * O 2"HDPE IN CONCRETE �y ; `" e T� k ^,,§3 z - �... I ING ASPHALT ABOUT 24"BURY EXIST L N _ -� ,� k a a� �d�Y �4� yg d lEXIST LINE 4]]160 I ❑S' \ f M an237 W 40 PVC 0 e D� �� N✓'a j p N 45 LF 1 . .` 54LF10" H.40PVC@1.00%D w o a]]2.93 � _ o ] �477200�, __'. ��,�\✓ I �-� e _ SON 0 �M1 .03 'Y' ply �3] ■ Qjj 4]4t 7 40 I N �r W 30 4]]3 w �prvu 0 w LL EXISTING 21"RISER INLET�SDI 4772.00 24'RISER INLETSET f O IM PER COB.DWG#027720-2 6 �d3 N �d'�� 3 dd 43 q] 3�� ]'I 3 TO 4R70.ELEVATION RIM=47-7P.45-4772.20 d-(1 a U �k 14 a p] _]9 102 INV.(E)=4769.56 .� 6'INV.(N)=4769.66 5 z M 48"RISER INLET#SD2 I--I z ■ RIM=4772.i5-477200 \ I l INV.(W�=4769.11 - �5 > E-F INV.(NW)=4789.11 3� d INV.(NE)=4769.11 _ y'P INLET#SD3 44771 80RRIM 44i72:00 4jj4.Op INV.NV.(W)=47fi8.47 I ; (S)=4769.09 a 6 I�..I F NV.(Nr4768.37 a 3'I Hi •l i 4673.00�a �a EISTINGN THICK CONCRETE ano EXISTING ASPHALT - MATCH LINE \ ' \ a T' I 0*1 L CO -N- ■ k 40,E Vr 4 _ CJ - Ga LL 24'RISER INLET#SD4 SITE GRADING,GEOTEXTILE Z Seale: 1 20 I PER C.O.B.DWG#02720-2 FABRIC,ROADS SE 0 10 20 40 j RIM=C73`t.24477208 PLACEMENT&COMPACTION, EAST ASPEN STREET INV.4769.49 AND HOT MIX ASPHALT TO LIMITS SHOWN SHEET No. 2 GIs OF 3 RECORD DRAWING DRAWN BY: KMG CHECKED BY: APPROVED BY: DATE: 4-12-16 Y — VARIES w F d 0 I III III IIIII II III—III IIIIII=III III III III-III- I-1 I I I I I=1I I I I11 I I III—I I1=1 I II I11I I III-1 I I I I11I I— —�'�>=al I���'�I—III-1I I III-1 I-1I1=I1=1I I III-1I I III-1I I III-1I I-1I= _ o =III III_III-III_III-III III-III III=III — � � �� — — — � a W u 3"HOT MIX ASPHALT(MPW TYPE B) EXISTING ALUMINUM ROOF RAIN w DOWN SPOUT 12"MIN.,' "'""" RECLAIMED 1.5"BASE MIRIFI 60OX NON-WOVEN z TTI GEOTEXTILE FABRIC rOW PIPE SUPPPORT_W TYPICAL SECTION "ALL- READ O " NTS &EXPO OR TO W E o _-CONCRETE WALL— c ° a z z 0 6"FEMALE THREAD E­ z o m ADAPTER&CAP z c W W N O O O O 6"SCHAO PVC H W z 0 Q L7 NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT WYE REMOVE AND REPLACE O ^ O 7HE PAVEMENT SHALL BE OUT ALONG A NEAT VERTICAL EXISTING CONCRETE l� LINE A MINIMUM OF 12'(3001)FROM THE EDGE OF THE TRENCH D Cl OPENING. WHERE NEAT LINE IS LESS THAN 3'(OB.)FROM MOE AS NEEDED 4O D Cl OF EXISR40 PAVEMENT OR CURB AND GUTTER SECTION, ZAP �4 REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN tV t III n TRENCH AND EDGE OF PAVEMENT. a �- a �O ✓'O NEENAH NO,R- ° CO OR APPROVED EQUAL a ° ° II $ WITH TYPE C GRATE. ❑ EXISTING STREET SURFACE VERTICAL TRENCH WADS WITH �IJ ON. SHORING TO CONFORM TO 01M A. REGULATIONS* 6"SCHAO PVC PLAN 2(so em)MIN. SUBORADE OR GROUND SURFACE 35" (.9m) 22" (55.9cm) 1 1/2'(3 8cm) INSTALL DETECTABLE SLOPING,BENCHING OR 9"(22.9an �_R WARNING TAPE 18'(43om) SUPPORT SYSIEM3 IN THIS 6"SCH.40 PVC BACKSLCPE AS SPECFIED MAX.DEPTH �H..REGULATIONS+ 45°BEND U W2-2'San)ADJUSTING TO CONA TO CONFORM TO E FORM TO 0.&H.A. (OPTIONAL)20" ADE ADJUSTMENT REGULATIONS- CONNECT TO PROPOSED ~W-' A at? 24'(81cm)R.C.P.CLASS II STORM MAIN W/12"x6" O Z WALL B(ASTM C-76) INSERT-A-TEE p� li 10"(26 4c. MINIMUM DIA. TYPE"A','B".OR LATERAL PIPE TRENCH BACKFlLL 6"SCHAO PVC ° 0. SELECT TYPE 16EDDING W � O MATERIAL PLACED STREET 45'BEND z F I%MIN.SLOPE IN 6"(13an)LAYERS TYPE I PIPE BEDDING �� COMPACTED AS SPECIFIED O W PLACED IN 8%15—)MAX. IN SECTION 02221. 8" MIN. 12" MAX. LAYERS AND COMPACTED (10cm) ESINENTAl10N THOROUGHLY, 3"MIN ROOF DRAIN CONNECTION(TYP.OF 4) �i. E-I O 7RENOI MD11h0.0.OF PIPE I 2'(60em) � NTS Hy IK U•'yti''. .'. `^�i;'•. TYPE 2 PIPE BEDDING MIN.TRENCH WIDTH- 3.8'(1.1m) U :;.. WHERE REQUIRED FOR Z/ /,• � T_ —BASE OPTION, SOFT OR UNSTABLE O MAY BE FIELD POURED. FOUNDATION NOTE:SEE CONTRACT SPECIAL PROVISIONS FOR ANY N SECTION MCDIFICARCNS TO STANDARD TRENCH MATERIALS NOTE: AND/OR OTHER TRENCH DESIGN FEATURES N •STANDARD,EXCEPT AS FOR INSTALLATION IN GRAVEL F+-I OTHERYASE NOTED ON THE ALLEYS PIPE INVERT MUST BE PLAN—PROFILE SHEET. 6" MIN. ABOVE BASE. +SEE O.&H.A.CONSTRUCTION STANDARDS 2/2000 SHELF ON BASE NOT REQUIRED, FOR EXCAVATION& REVISED:10/28/02 MONTANA PUBLIC Y�RK SCALE` STANDARD DRAWING CITY OF BILLINGS SOALE STANDARD DRAVANG STANDARD SPECIFICA110 S NONE 24' STANDARDRISER INLET NO.02720-2 STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS NO.O2221-1 SHEET No. 3 QJ OF 3 W WITH GEOSVNTOHETICS 601T NON-WOVEN VER ENTIRE ISOLATOR ROGEOTEX IDLE ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS MIN WIDE INSPECTION PORT SC-740 CHAMBER MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY CLASSIFICATIONS REQUIREMENT 6kn k+ N 4 k Stu Y^ k & 54u 4 @ 7k Ifi" 3 ^ r;:"'✓hU'd FINAL FILL FILL MATERIAL FOR�. TO THE STARTS k"�i �'x�bw;ru�s mp,L ':)mow�� ww�:� �&, i.�� �z+'•°js� y �' FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT DRAWN BY: KMG GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. `yy 'fix gi rka2Rt+"€^r�ry1R f4 4 r €>�tp geSp,&Y' b+2 t`Y A`' $ b SC-740 END CAP MAV BE PART OF THE'D'LAYER CHECKED BY: BEGIN COMPACTIONS AFTER 12'RS(300 mm)OF ; S� AASHTO M145^ MATERIAL OVER THE CHAMBERS IS REACHED. APPROVED BY: _�, _ o r ,.,.,c ., f, ,, ,.,,,_,, ;,;Z,z,e. C GRANULAR FINES OR PROCESSED AGGREGATE.MIXTURES, 35 A-1,AOR4,A-3 A - - INITIAL FILL:FILL MATERIAL FOR LAVER'C' GRA R WELL GRADED SOILIAGGREGATE MIXTU < � COMPACT ADDITIONAL LAVERS IN 6"(150 mm)MAX STARTS FROM THE TOP OF THE EMBEDMENT LIFTS TO A MIN.95%PROCTOR DENSITY FOR DATE: 7 18 15 STONE('B'LAVER)TO 18"(450 mm)ABOVE THE WELL GRADED MATERIAL AND 95%RELATIVE TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU DENSITY FOR PROCESSED AGGREGATE 4'DIA.MANHOLE SUBBASE MAY BE A PART OF THE'C'LAVER. OF THIS LAVER. AASHTO M43^ MATERIALS.ROLLER GROSS VEHICLE WEIGHT 3,357,4,467,5,56,57,6,67,68,7,78,8,89, 9,10 NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC Ily till FORCE NOT TO EXCEED 20,000 Ibs(89 kl - - EMBEDMENT STONE:FILL SURROUNDING THE B CHAMBERS FROM THE FOUNDATION STONE(W CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO I NO COMPACTION REQUIRED. 18"SUMP LAVER)TO THE'C'LAYER ABOVE. DISTRIBUTION BETWEEN 314-2INCH(2050 mm) 3,357,4,467,5,56,57 24"(600 mm)HDPE ACCESS PIPE REQUIRED TWO LAVERS OF ADS GEOSYNTHETICS 3111 WOVEN FOUNDATION STONE:FILL BELOW CHAMBERS USE FACTORY PRE-FABRICATED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT PART#:SC740EPE24B 5(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-21NCH(2050 mm) 3,357,4,467,5,56, " ZQ 57 SURFACE. 7, Z O PLEASE NOTE: F 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, SC-740 ISOLATOR ROW DETAIL ANGULAR NO.4(AASHTO ISTONE". Q NTS 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6'(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. w 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. INSPECTION&MAINTENANCE ADS GEOSVNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS 3"HOT MIX ASPHALT SEE TYR.SECTION Z STEP I) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS(IF PRESENT) A.1. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN PERIMETER STONES e ( O A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED (SEE NOTE 6) Pfl APPROX. A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG ?//II II ill�_U II III%F II III��AII li II��/in ]II��_/i il� (x`Ilj/i ilk II II=iIIT ll� 7JII�_IIU//Ilr 30" A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) 9"OF 3/4"WASHED ROCK ELEV. 7 A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 4 B. ALL ISOLATOR ROWS EXCAVATION WALL B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PAVEMENT 18"WIDTH (CAN BE SLOPED OR VERTICAL) - © 30" W 1p B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE _ II i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY CONCRETE COLLAR llrl ® ® ® ® (760 mm) N W •--� I iI)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE JI I- Y o >'� Y O O B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 12"(300 mm)NYLOPLAST INLINE ��� ELEV.4766.03 mm E DRAIN BODY W/SOLID HINGED III-II II-IIIJI A ELEV.4765.03 W a rn d ¶= IIFIIR STEP 2) CLEAN OUT ISOLATOR ROW USINGTHE NOZZLE PROCESS �� COVER ORGRATE IIIIII Ili Ir�1= I- _ -II rIIR II III III=111�1= 1= =r II=Irk I�- W O A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45'(1.1 m)OR MORE IS PREFERRED iSY\iSY\i�Y\i�Y ii`Y\i`, PART#2712AG10N -1�fff B L - l_1=-IIIII-III=I1�W-W-IIIII=I1W III�II=I'lE�-I = 171�111�1 111�1=1 r W y d n n��nn��nn�u�._ui =HTi IIIII-I-IryII_lIII�J-LL��f-LEI1= _ ii ii - iiiJii iii 12"of 3/4"MINUS WASHED ROCK h+l p z B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN CONCRETE SLAB �'_�'_ '�' "II\II SOLID GRATEC1499C�GS�CGC I"�' I IPl` ---01I-III-III-JI- --I-Il Wuii-i� J)�„_ii�- I i.<<Yii.<Yii`ii.<Yi< ii.Yii�. "' IIIJ�Irrllll'11_Ilf�l IILIIIJI_ - d C. VACUUM STRUCTURE SUMP AS REQUIRED 8"(200 mm)MIN THICKNESS SC-CA I-= fi' Q C7 E - - - - 12'(300 mm)MIN SUBGRADE SOILS .- 51'(1295 mm) 12"(300 mm)TVP I z END CAP (150 mm)MIN 2 O m STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. (SEE NOTE 5) `4 W FLEXSTORM CATCH IT NOTES: W .�. I STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. PART#6212NYFX 10"(250 mm)ADS N-12 W a WITH USE OF OPEN GRATE HDPE PIPE E­ z O m 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", 1-4 C7 ^O NOTES 10"(250 mm)INSERTA TEE OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". W 5] N PART#10N12ST741P p O p 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS INSERTA TEE W y TO BE CENTERED CHAMBERS". OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. ON CORRUGATION CREST ��..I .. SC-740 CHAMBER F� z 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MATERIALS. E-1 Ox 4. THE"SITE DESIGN ENGINEER"REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. Q' SC-740 INSPECTION PORT DETAIL 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE t nNb NTS WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. .Q' I II, o 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 7. ONCE LAVER'C'IS PLACED,ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL (D, 0 REQUIREMENTS OF LAVER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. SC-740 TECHNICAL SPECIFICATION °o it � NTS RECORD DRAW111AG P�I Y 'LjJ i< GAY' 80.7'(2304 mm)ACTUAL LENGTH 85.4"BUILD OW INSTALLED LENGTH b BUILD ROW IN THIS DIRECTION NEENAH#R-2533 OR APPROVED EQUAL F.G.==47]0.91 W/TYPE C GRATE �/� 12"A-2000 IN 1 INV.=4]67.17 START ENO 3'x3"z3/8"ANGLE STEEL ANCHOR TO CONCRETE BASE W/ OVERLAP NEXT CHAMBER HERE 4 EA.3/8'x3"EXPANSION ANCHORS W (OVER SMALL CORRUGATION) ANCHOR TO STEEL PLATE W/4 EA.3/W 1�9 ACCEPTS 4'(1W mm)SCH 40 PVC PIPE FOR INSPECTION BOLTS,NUTS&WASHERS WEIR HEIGHT=4788.07 PORT.FOR PIPE SIZES LARGER THAN 4"(100 mm)UP TO SECURE TOP OF WEIR PLATE 10"(250 mm)USE INSERTA TEE CONNECTION CENTERED TO CONCRETE W/ANGLE STEEL ON A CHAMBER CREST CORRUGATION AS NEEDED 12'INV.OUT=4767.07 w 3/8'THICK STEEL WEIR PLATE A CAULK SEAMS&EDGES W/ 12"SCHAO PVC OUT 2gSONOBORNE NP-1 TO INV.4767.07 BASE-0]65.5] (744 mm) ® (]62 mm) CREATE WATER TIGHT SEAL L 12"SCH.40 PVC OUT INV.=4767.07 E WEIR PLATE z 12.2" 45.9-(1166 mm) 95 0 a (310 mm)'1 I- (1295 mm) �r by NOMINAL CHAMBER SPECIFICATIONS SIZE(W X H X INSTALLED LENGTH) 51.0"X30.0'X85.4" (1295mm X762mm X2169mm) ~VARIES FLOW CONTROL MANHOLE `4Wr-•� CHAMBER STORAGE 45.9 CUBIC FEET (1.30 MINIMUM INSTALLED STORAGE' ]6.9 CUBIC FEET (2.12 m') NTS W WEIGHT ]5.01bs. (33.6 kg) N `ASSUMES B"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS A A - =III-III-III-III-III-III-III-III-III=1 I. .I O _ I�oNeaar sDecemEl- -I - 1=LJF)ll=1I H L=J k� - - - - - - - - - - - - - - - - - - - NEENAH#R-2533 OR APPROVED EQUAL 1 3"HOT MIX ASPHALT(MPW TYPE B) F.G.=4770.91 W/TYPE C GRATE B 1 12"MIN.,1.5"MINUS CRUSHED BASE COURSE STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T' C MIRIFI 60OX NON-WOVEN PART# STUB A B C GEOTEXTILE FABRIC SC740EPE06T/SC740EPE06TPC 185'(470 mm) 48"INSIDE 6^(150 mm) 10.8'(2n mm) - DIAMETER SC740EPE96B/SC740EPE06BPC -- 0.5"(13 mm) SC740EPE08TISC740EPEOBTPC 8"(200 mm) 12.2'(310 mm) 16.5'(418 mm) 12"PVC OUT SC740EPE08B/SC740EPEOBBPC -- 0.8'(15 mm) SC740EPE10B/SC740EPE10TPC 14.5'(368 mm) INV.4767.31 12"SCHAD INV.4767.31 10'(250 mm) 13.4'(340 mm) - 12"PVC OUT SC740EPE12T I SC740EPE10BPC -- 0.]'(18 mm) 12"PVC IN 90-BEND SC740EPE1281 SC740EPE12TPC 12'(300 mm) 14.P(373 mm) 12.5'(318 mm) 30 INV.4767.41 SC74DEPE12B/SC740EPE12BPC 1.2"(30 mm) SC740EPE1 ST/SC740EPEJ STPC 9.0'(229 mm) 15'(375 mm) 18.4'(4fi7 mm) SC74DEPE15B/SC740EPE15BPC - 1.3"(33 mm) TYPICAL SECTION SC]40EPE18T/SC]40EPE18TPC 18'(450 mm) 19.P(500 mm) 5.0'(127 mm) ELEV.=4766.31 IC741EPE118/IC741EPE18BPC 1.6"(41 mm) 9"MIN.SUMP SC740EPE24B' 24"(600 mm) 18.5'(470 mm) - 0.1"(3 mm) SHEET No. 3 ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF 12"PVC IN(S) THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT INV:4767.41 1-88&892-2694. "FORTHE MATERIAL SHOULD BE REM VE STUB LIES BELOW THEBOTTOMOFTHE END CAP APPROXIMATELY 1.]5"(46 mm). B FOR T L MATERIAL SHOULD BE REMOVED FROM BELOW THE HE B STUB SO THAT THE FITTING SITS LEVEL. NOTE:ALL DIMENSIONS ARE NOMINAL TREATMENT MANHOLE C4 NTS OF 3