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HomeMy WebLinkAbout06070008.18e� �---- FIRE DEPT. CONNECTION (PER FIRE DEPARTMENTS REQUIREMENTS) FINISHED GRADE, l GRASS PLOT 9 Hydro Conduit MIN a 18" DIA. STC 2400 Precast Concrete Stormce for 2400 us Gallon Capacity) P P L A N DATE: FEB. 13,2 D1 W STONE BASE PROJECT: LOCATION: PIT TYPE POST FINISHED GRADE, M 2 STORMCEPTOR FRAME INDICATOR PAVEMENT \ 2' -0` AND COVER — ACCESS HATCH SUMP w INGRESS & S E C T 1 � EGRESS 2' -6" 8' j LADDER 1100 = a 6.. REQUIREMENTS) m m W, Y�T�1I L]mi�m m m �---- FIRE DEPT. CONNECTION (PER FIRE DEPARTMENTS REQUIREMENTS) FINISHED GRADE, l GRASS PLOT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE GREATER IN THE PUBLIC R/W I THAN 5' MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH _ WLEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" I D = INSIDE DIAMETER d = DEPTH OF BEDDING REGULAR BACKFILL MATERIAL BELOW PIPE I DEPTH OF BEDDING I — MATERIAL BELOW PIPE "B" BORROW OR EQUIV. - D (d)MIN. GRANULAR MATERIAL 27" &SMALLER 3" COMPACTED TO 95% 1/6 Bc 30" TO 60" 4" STANDARD PROCTOR :Bc d 66" &LARGER 6" DENSITY. NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GRASS GROWTH LEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE "B" BORROW OR EQUIV. DEPTH OF BEDDING GRANULAR MATERIAL . MATERIAL BELOW PIPE COMPACTED TO 95% D (d)MIN. STANDARD PROCTOR 27" & SMALLER 3" DENSITY. 30" TO 60" 4" Bc Id 66" & LARGER 6" NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT NOTES: 1. CUSTOMER SHALL FURNISH & INSTALL VAULT, INCLUDING ALL APPERTENCES EXCEPT AS NOTED BELOW. 2. VAULT CONSTRUCTION MATERIALS SHALL BE 8 "x8 "x16" CMU, OR PRECAST, OR CAST-IN-PLACE CONCRETE AT CUSTOMER'S SELECTION. 3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT TO BE SET LENGTHWISE WITH SERVICE. 4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4" THICK WITH REINFORCING SUITABLE FOR ANTICIPATED LOADING. WHEN VAULT IS CONSTRUCTED IN PAVED AREAS, PAVEMENT IS TO BE LEVEL WITH TOP OF VAULT, AND THE TOP REINFORCED AS REQUIRED TO SUPPORT TRAFFIC LOADS (i.e. H -20 WHEEL LOADS} WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP OF VAULT SHALL BE 3" ABOVE FINISHED GRADE. S. BOTTOM OF VAULT TO BE EITHER A MINIMUM OF 6" OF CRUSHED STONE OR 4" CONCRETE PER FIRE DEPARTMENT'S REQUIREMENT. MINIMUM CLEARANCE OF 12" BELOW BOTTOM OF FIRE SERVICE AND DOMESTIC SERVICE LINES IS REQUIRED. 6. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE A MODEL APPROVED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, WITH RESILIENT SEAT GATE VALVE ON INLET & OUTLET SIDES. DETECTOR METER IS FURNISHED BY UTILITY AND INSTALLED BY CUSTOMER. 7. ACCESS HATCH IN TOP OF VAULT SHALL BE 30 "x30" ALUMINUM BILCO J -2AL, BILCO PCM -2, HALLIDAY W1S3030 OR EQUAL. ACCESS HATCH SHALL HAVE SAME OR GREATER LOADING CAPACITY AS VAULT LID. PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, AS APPLICALBE. 8. LADDER FOR VAULT INGRESS AND EGRESS SHALL BE PER OSHA REQUIREMENTS. LADDER MATERIAL SHALL BE ALUMINUM OR FIBERGLASS AND INCLUDE A BILCO "LADDER -UP" SAFETY DEVICE OR EQUAL. 9 Hydro Conduit MIN `— PIPE SUPPORTS 18" DIA. STC 2400 Precast Concrete Stormce for 2400 us Gallon Capacity) P E DATE: FEB. 13,2 D1 W STONE BASE PROJECT: LOCATION: (2 MIN. REQ'D) x 12" M 2 STORMCEPTOR FRAME TOP OF GRADE OR 4" CONCRETE 2' -0` AND COVER DEEP SUMP GRADE ADJUSTERS TO 32 "0 SUIT FINISHED GRADE 5" S E C T 1 fs O N A —A 6" 0 OIL PORT 2' -6" 8' ...e 30'0 DPEPTARTMENTS 1100 2 1/2 6.. REQUIREMENTS) 6—V3'—O' 72"0--1 7° RISER L E G E N D \A NOT USED INSERT HO NOT USED © NOT USED amm WRQ \ TAPPING SLEEVE W1 TAPPING VALVE & BOX (COORDINATE WITH LOCAL UTILITY © NOT USED J\ NOT USED SUPERINTENDENTNANAGER) O DOUBLE CHECK DETECTOR ASSEMBLY O NOT USED \E FLANGED OS & Y VALVE © FLANGED TEE F\ FIRE LINE t6 sa t6" O DOUBLE CHECK DETECTOR ASSEMBLY © NOT USED -2 O SUMP FOR TEMPORARY PUMP 5' -0" 2.9' 12' -0" O FLANGED GATE VALVE WITH PIT TYPE POST INDICATOR EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE GREATER IN THE PUBLIC R/W I THAN 5' MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH _ WLEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" I D = INSIDE DIAMETER d = DEPTH OF BEDDING REGULAR BACKFILL MATERIAL BELOW PIPE I DEPTH OF BEDDING I — MATERIAL BELOW PIPE "B" BORROW OR EQUIV. - D (d)MIN. GRANULAR MATERIAL 27" &SMALLER 3" COMPACTED TO 95% 1/6 Bc 30" TO 60" 4" STANDARD PROCTOR :Bc d 66" &LARGER 6" DENSITY. NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GRASS GROWTH LEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE "B" BORROW OR EQUIV. DEPTH OF BEDDING GRANULAR MATERIAL . MATERIAL BELOW PIPE COMPACTED TO 95% D (d)MIN. STANDARD PROCTOR 27" & SMALLER 3" DENSITY. 30" TO 60" 4" Bc Id 66" & LARGER 6" NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT NOTES: 1. CUSTOMER SHALL FURNISH & INSTALL VAULT, INCLUDING ALL APPERTENCES EXCEPT AS NOTED BELOW. 2. VAULT CONSTRUCTION MATERIALS SHALL BE 8 "x8 "x16" CMU, OR PRECAST, OR CAST-IN-PLACE CONCRETE AT CUSTOMER'S SELECTION. 3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT TO BE SET LENGTHWISE WITH SERVICE. 4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4" THICK WITH REINFORCING SUITABLE FOR ANTICIPATED LOADING. WHEN VAULT IS CONSTRUCTED IN PAVED AREAS, PAVEMENT IS TO BE LEVEL WITH TOP OF VAULT, AND THE TOP REINFORCED AS REQUIRED TO SUPPORT TRAFFIC LOADS (i.e. H -20 WHEEL LOADS} WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP OF VAULT SHALL BE 3" ABOVE FINISHED GRADE. S. BOTTOM OF VAULT TO BE EITHER A MINIMUM OF 6" OF CRUSHED STONE OR 4" CONCRETE PER FIRE DEPARTMENT'S REQUIREMENT. MINIMUM CLEARANCE OF 12" BELOW BOTTOM OF FIRE SERVICE AND DOMESTIC SERVICE LINES IS REQUIRED. 6. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE A MODEL APPROVED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, WITH RESILIENT SEAT GATE VALVE ON INLET & OUTLET SIDES. DETECTOR METER IS FURNISHED BY UTILITY AND INSTALLED BY CUSTOMER. 7. ACCESS HATCH IN TOP OF VAULT SHALL BE 30 "x30" ALUMINUM BILCO J -2AL, BILCO PCM -2, HALLIDAY W1S3030 OR EQUAL. ACCESS HATCH SHALL HAVE SAME OR GREATER LOADING CAPACITY AS VAULT LID. PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, AS APPLICALBE. 8. LADDER FOR VAULT INGRESS AND EGRESS SHALL BE PER OSHA REQUIREMENTS. LADDER MATERIAL SHALL BE ALUMINUM OR FIBERGLASS AND INCLUDE A BILCO "LADDER -UP" SAFETY DEVICE OR EQUAL. (6) - 4" 0 STL POST 7' LG, 3' BURIAL DEPTH, FILLED WITH CONCRETE 6" CONC. CURB 12" \8 CONC. BLOCK W/ BRICK TO MATCH BUILDING ABOVE GRADE FIN — GRADE SEE PVM- DET.° PAD 2 -#6X 11' -8 "0 4 "OC- Z BLOCK „ BELOW GRADE z 0 20" n SECTION "A" 1 to N REACTION PAD 6" CONC. 6X6 -6/6 WWF TRASH PAD DETAIL W /CONCRETE BLOCK WALL & BRICK FASCIA io 1 6" INSTALL 20 LFT UNDERDRAIN 6" 2' -0" 3' -0" n• 2- INSTALL 20 LFT ---' UNDERDRAIN #5 REBAR 6 "� Q • �. 2 _ CD I N INLET TYPE "L 1 T 9 Hydro Conduit MIN N. BALDWIN CK. BY: STC 2400 Precast Concrete Stormce for 2400 us Gallon Capacity) P E DATE: FEB. 13,2 D1 SCALE: N.T.S. PROJECT: LOCATION: WEIGH DWG.# M 2 STORMCEPTOR FRAME TOP OF GRADE 6' -2' 2' -0` AND COVER 10 1/8" ounJ r GRADE ADJUSTERS TO 32 "0 SUIT FINISHED GRADE 5" STORMCEPTOR AND COVER 7" • 6" 0 OIL PORT 2' -6" 8' ...e 30'0 11" 1100 2 1/2 6.. u'e OUTLET 6—V3'—O' 72"0--1 7° RISER VARI S STORMCEPTOR 072* 96"e OIL INSERT — " PORT I 1 INLET WEIR amm WRQ \ 3" l'-0"2'—B' 6'-3"4'-0" 2.3' t6 3 a' 14" 1800 27" 31/4' 1' -1" 2' -5" 6' -3" 4' -6` 2.6 t6 sa t6" 14 1/2" 30" 31/211' -2 1' —to 6' -3' 5' -0" 2.9' 12' -0" 12' -0` 33" 3 3/41' g• 8" CONC. BLOCK W/ BRICK TO j 8'-3• _6• • MATCH BUILDING ABOVE GRADE 4100 36" 4" l'-5'3--j- — — 6" CONCRETE PAD 8' -3` 6' -0' 3.4' t:: � r .F.�.�:�4,: :.f i (,: �-.tir i• ; ; , ..` ,.,.• SEE DETAIL.;:.:.•. 0 +?- GATE '`4 �.''�L'.Y1: - ....re -••_ \ - `- f'.:i"._ -i': %' vF y'y:,,: �,. ''S` 2.y. -. ...y �;,' ` � ' I YfyJ ::4 ...I 1,,! .��:y ;: V `Cf' .='. °[`� ^,,,lG :�, c <q •. � -.. '6;;:G. • V?Y { :':i-= � N� W : (_S.� %1 � ? c 3 { -4- ) � " h - '-.1,+ f•`.,a,t`' r .. � " ' �•Y4 v, 'I s.�'. � , .:, i '. '114-',,, 1�.1'.Yy:ri���;' :4,�:� :.y, ".'.r': -'-' �7��. 7,�`•; ' -:n _tt::i - -i: r•':•:.�7•:'tq.r*i•'� -. -<<. -. ... 1;ai:�i ... <..:Jti ••:F �rf•w: r -�'�� `t� �'1: +•-t .t • t -r' •ci '•"r•: i. -.'.'� 1, y. , ! "9 �' �� - ': r4 ,a _..,:�, . ti f'�:':v.r 3,, 1111 •i � � - .: s y µA. '.17::.i:s. .��': : r! .?:, x � � :�:��:� �- � •" .may, ±.�.� '�.v :T't i.J��.i . /.... L -t .�$'JR..• i� :'�.�,:..�` \: .•'�. -- s�.�`.��a:�TT 6 "X6" 6/6 wwF 8" BLOCK W /BRICK - - - - -- -- - - - - -- TO MATCH BLDG. 8" WIDE 2' -0" WIDE -' THICKENED SLAB THICKENED PA, t_I (6) - 4" 0 STL POST 7' LG, 3' BURIAL DEPTH, FILLED WITH CONCRETE 6" CONC. CURB 12" \8 CONC. BLOCK W/ BRICK TO MATCH BUILDING ABOVE GRADE FIN — GRADE SEE PVM- DET.° PAD 2 -#6X 11' -8 "0 4 "OC- Z BLOCK „ BELOW GRADE z 0 20" n SECTION "A" 1 to N REACTION PAD 6" CONC. 6X6 -6/6 WWF TRASH PAD DETAIL W /CONCRETE BLOCK WALL & BRICK FASCIA io 1 6" INSTALL 20 LFT UNDERDRAIN 6" 2' -0" 3' -0" n• 2- INSTALL 20 LFT ---' UNDERDRAIN #5 REBAR 6 "� Q • �. 2 _ CD I N INLET TYPE "L 1 T 21'" 13" Y. t PLLATE E ISO., INLET TEE , r min. DROP PIPE 24"0 OUTLET + RISER PIPE . 96 „� �: 141 L jq 6' COMPACTED STONE SECTION THRU CHAMBER NOTE 1. THE USE OF GROUTED CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 24 "0 OUTLET RISER PIPE AND THE 6"0 OIL PORT. 3, THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: /4985148, 15498331, 15725760, #5753115, #5849181. REV. DESCRIPTION BY: DATE �7n 8 "0 ORIFICE MIST PLAN VIEW OF INSERT 4" TO 6" OVERLAP 28” 1r' 6" ENLARGED INLET TEE DROP PIPE DIMENSIONS A Hydro Conduit MIN N. BALDWIN CK. BY: STC 2400 Precast Concrete Stormce for 2400 us Gallon Capacity) P E DATE: FEB. 13,2 D1 SCALE: N.T.S. PROJECT: LOCATION: WEIGH DWG.# M 2 STORMCEPTOR FRAME TOP OF GRADE 6' -2' 2' -0` AND COVER 10 1/8" ounJ r GRADE ADJUSTERS TO 32 "0 SUIT FINISHED GRADE 5" STORMCEPTOR AND COVER 7" • 6" 0 OIL PORT 2' -6" 8' ...e 30'0 11" 1100 2 1/2 6.. u'e OUTLET 6—V3'—O' 72"0--1 7° RISER VARI S STORMCEPTOR 072* 96"e OIL INSERT — " PORT I 1 INLET WEIR amm WRQ \ 21'" 13" Y. t PLLATE E ISO., INLET TEE , r min. DROP PIPE 24"0 OUTLET + RISER PIPE . 96 „� �: 141 L jq 6' COMPACTED STONE SECTION THRU CHAMBER NOTE 1. THE USE OF GROUTED CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 24 "0 OUTLET RISER PIPE AND THE 6"0 OIL PORT. 3, THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: /4985148, 15498331, 15725760, #5753115, #5849181. REV. DESCRIPTION BY: DATE �7n 8 "0 ORIFICE MIST PLAN VIEW OF INSERT 4" TO 6" OVERLAP 28” 1r' 6" ENLARGED INLET TEE DROP PIPE DIMENSIONS A DIA MIN A C D E K R1 R2 WEIGH 1 M 2 5 —3" 6' -2' 2' -0` 1.3 ' 10 1/8" n 9 800 7" • 6' -3" 2' -6" 1.5' 12 1/2" 11" 1100 2 1/2 11" '— • 6—V3'—O' 1.8' 111 Z2' 12" 1300 2 3 4" — " — 3' s" 2.1' 1500 3" l'-0"2'—B' 6'-3"4'-0" 2.3' t6 3 a' 14" 1800 27" 31/4' 1' -1" 2' -5" 6' -3" 4' -6` 2.6 t6 sa t6" 14 1/2" 30" 31/211' -2 1' —to 6' -3' 5' -0" 2.9' tot 2" 15" 33" 3 3/41' -3 • 8'-3• _6• • 17 t • 4100 36" 4" l'-5'3--j- 8' -3` 6' -0' 3.4' z4 mligel 0" 0 12" OC (MAX.) 3/4" HOOK L C o I- -_ w Ci BOLTS - -- I I o PLAN VIEW E + 2T GROOVED END ON OUTLET END SECTION SECTION A -A TONGUE END ON INLET END SECTION CONCRETE TOE ANCHOR D {� - - - ~L c B DI Ei A I I o �\ <�� = 1 1/2" R r 0 I ~ N SECTION B —B SECTION C —C CONCRETE END SECTION 23 23 5/8- �48't/2' 1 � � FLANGE Tql = REMOVED � "` FOR R -3571 }� 24" _ 22 1/4" 31 3/16- 29" NEENAH R -3405 PAVEMENT TYPE CASTING EAST JORDON IRONWORKS MODEL V -8501 CASTING 'j7-7—' j; 6" PVC PIPE 30" X 30" X 6" CONC. APRON W/ 4 X 4 X 6 WELDED WIRE FABRIC CLEANOUT FOR HARD SURFACE INSTALLATIONS NOTE: 1/8 BEND TO BE INSTALLED AT THIS POINT M WHEN 90 DEFLECTION o TO LATERAL IS REQUIRED LLI 450WYE (6 "X6 ') 5' MAX. l El PLAN (NOT TO SCALE) OUTSIDE GRADE CLEANOUT PLUG & ADAPTER 4 A 6" PVC PIPE 1/4 BEND PIPE (SEWER LATERAL) 6" BUILDING DRAIN-- SECTION CLEANOUT TYPE II - MAX. WIDTH A I\ MIN. WIDTH B I (2' -6" MIN.) 1i _(I 1- D/4 OR 6" MIN. - III• NOTE: IF DUCTILE IRON OR TRUSS I: PIPE IS INSTALLED A MINIMUM OF 6" OF CRUSHED #8 STONE SHALL BE PLACED OVER THE PIPE. CRUSHED #8 STONE PIPE SIZE A B UP TO 33" D +16" D +12 36" AND GREATER D + 24" D + 12" SANITARY SEWER TRENCH & BEDDING DETAIL � L$ v O� d N^ ! • Z �$ V. a�1 M a a V. a m W < W tY a .-. LU ' � G� 4d�ea #4 asp' DATE DESCRIPTION 6 -30 -06 CITY SUBMITTAL z J O w Q Z w 0 z w W Q U. i J O rrte^^ V/ Z z „ W a M T i w�r—' O z yy Ln O r 0 J Q w 0 w CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 10 1 OF 12 PROJECT: F: \2008 \2008 -0085 — 11505 N. Penn — Wolfson Young \ENGINEERING \DRAWINGS DWG: C10.1 SITE DETAX.S.dwy PLOTTED BY: R.C. BERCER DATE: Mondelr, July 03, 2008 4:51:09 PM