The URL can be used to link to this page

Home My WebLink About06070008.37I L� _ 1 >d ' T 5' MIN 6' MIN 5' MIN 6' MIN S' MIN TACTILE TACTILE 6" CURB CD II WARNING WARNING o n REQUIRED REQUIRED Ln 2' CHAMFER NOTES: AND DOMESII!) SERVICE LINES IS REQjIRED. 1. CONIC. TO BE SAME AS 6_ DOUBLE C1ECK OCTECTOR ASSEMBLY SHALL SE A MODE-, CONC. USED FOR SIDEWALKS M W /8X8, 10/10 WWF ENVIRONMENTAL MANAGEMENT, MTH RESILIENT 2. AGGREGATE TO BE 8' VAN ACCESS COMPACTED TO 90% OF I 8' S STANDARD ACCESS CITY REVIEW MODIFIED PROCTOR (ASTM I' ALUMINJ'A BILCO J -2AL, BICO PC4-2. HALLIDAY SUMP W 153030 OR EQUAL. .ACCESS HATCH SHALL HAVE D1557) OR AS SPECIFIED BY PLAN VIEW THE SOILS REPORT PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, 3. CONTRACTOR TO COMPLY 5' MIN. 6' RAMP I 6 "COMPACTED WITH AMERICANS WITH 8, LADDER FOR VAULT INGRESS AND EGRESS S-IALL BE 12" COMPACTED AGGREGATE DISABILITIES ACT PIT TYPE POST I1" SUBGRADE REQUIREMENTS WHEN PAVEMENT — -- CONSTRUCTING FACILITIES :H: FOR HANDICAP ACCESSIBILITY g , NOT USED SECTION VIEW HANDICAP RAMP 06 ON SITE In Z 0 I in ACCESSIBLE PARKING SYMBOL u" I N a 10 N GALVANIZED STEEL SIGN ADDITIONAL SIGN REQ'D. AT VAN ACCESSIBLE SPACES ONLY VAN _ACCESSIBLE J ° GALVANIZED STEEL POST O NOTES: O 1. ALL FACILITIES FOR THE DISABLED SHALL ° CONFORM WITH THE AMERICANS WITH DISABILITIES o ACT AND ALL REVISIONS. ° 2. THE CHARACTERS AND THE BACKGROUND ° OF SIGNS SHALL BE EGGSHELL, MATTE, OR o OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERRED 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 707. 0 0 0 ° CONC. WASH PVM' T. -- I---- - -� - -- I I I I I 1' -6" DIAL CONC. FOOTING i I 0 in I 4 COMPACTED STONE TO MATCH CORNER CHAMFER BOTTOM OF PVMT SECTION 1) COLLAR TO SLOPE WITH PVMT GRADE PER PLANS 2) 4000 PSI, AIR ENTRAINED CONC W/ WWF 6X6 -6/6 CONC. INLET COLLAR 1" H.A.C. #11 SURFACE 2" H.M.A. #8 BINDER 5" #53 STONE MULTI USE PATH DETAIL SCORE SCORE 0 3/8" CONC. CRACK SEALER 1/8" RADIUS (DOW) 0 CONTRACTION JOINT 0 CONC. CRACK SEALER 1/8" RADIUS (DOW) EXPANSION JOINT NON- EXTRUDING MATERIAL CONC. JOINT DETAILS THICKENED EDGE 10" PC CONC. 5" CONC. SLAB 1" HAC SURFACE W/ FIBER REINFORCEMENT ON 9" HAC BASE 4 v NOTE: SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 X WIDTH. 5' SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF DRIVEWAY WHICHEVER IS CREATOR. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 THE SIDEWALK THICKNESS. 4" COMPACTED GRANULAR AGGREGATE MATERIAL APPROVED BY CONSTRUCTION MANAGER CONC. WALK DETAIL 02 1 50' -0" MAX. TOP OF CURB TRANSVERSE EXPANSION PVMT BOTTOM OF CURB JOINTS TRANSVERSE CONTRACTION JOINTS NOTES: MAX. CONTRACTION JOINT SPACING OF 5' RADIALLY MAX. CONTRACTION JOINT SPACING OF 10' LINEAR 05 CURB JOINT DETAIL 04 1• 11 I #6 X V -2" LONG REINF. BAR E.W. O I I I I I I - - -- 2 -0 2' -0" cv �� 7.• CONCJASPHALT ACCESSIBLE PARKING SIGN DETAIL 14 PVMT INTERFACE SECTION 13 VARIES 4" COMPACTED GRANULAR AGGREGATE MATERIAL 1 /8" R APPROVED BY 8 CONSTRUCTION MANAGER SCORE SLOPE: SEE GRADE PLAN 1" R ep i' N I NOTES: 1. SEE CONIC. JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT. 2. SEE CONC. WALK SECTION FOR LOCATION OF JOINTS. 3. FULL DEPTH SEPARATORS ARE NOT 6" PERMITTED EXCEPT AT EXP. JOINTS. INTEGRAL WALK & CURB WALL SLEEVES —. Wt (GROUT CrYP_) "A" t 2, IAM 1• Q AND DOMESII!) SERVICE LINES IS REQjIRED. IZ .L= .II: L ?2 �. E MIN, 6_ DOUBLE C1ECK OCTECTOR ASSEMBLY SHALL SE A MODE-, 9 -16 -08 M PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS ENVIRONMENTAL MANAGEMENT, MTH RESILIENT 9 -24 -08 SEAT GATE VALVE ON INLET 8 OUTLET SITES. DETECTOR METER IS FURNISHED BY UTILITY AND DETECTOR METER .N" INSTALLED BY CUSTOMER, CITY REVIEW rr STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED ALUMINJ'A BILCO J -2AL, BICO PC4-2. HALLIDAY SUMP W 153030 OR EQUAL. .ACCESS HATCH SHALL HAVE w Q AND DOMESII!) SERVICE LINES IS REQjIRED. JL 6_ DOUBLE C1ECK OCTECTOR ASSEMBLY SHALL SE A MODE-, 9 -16 -08 APPROVED BY T-1E INDIANA DEPAR -MINT OF PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS ENVIRONMENTAL MANAGEMENT, MTH RESILIENT 9 -24 -08 SEAT GATE VALVE ON INLET 8 OUTLET SITES. DETECTOR METER IS FURNISHED BY UTILITY AND 10 INSTALLED BY CUSTOMER, CITY REVIEW rr STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED ALUMINJ'A BILCO J -2AL, BICO PC4-2. HALLIDAY - -- FIRE DEPT. C()NNECTILNI W 153030 OR EQUAL. .ACCESS HATCH SHALL HAVE w SAMF OR (;RFATFR . OADIIK, CAPACITY A.4 VALII T i ID REQUIREMENT51 PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, 13' FINISHED GRADE. AS APPLICALSE. 1 GRASS PLOT 8, LADDER FOR VAULT INGRESS AND EGRESS S-IALL BE P L A N REQUIREMENTS) is PIT TYPE POST Fin *,iE0 GiiAm' L E G I:VDK;ATOR PAVEMENT A, -- ACCESS HATCH :H: A BILCO 'LADOER•UP- SAFETY DEVICE OR EQUAL. g , NOT USED '4. . TAPPING SLEEVE Wt TAPPING VALVE 8 BOA COORDINATE `NIT-i LOCAL L MEET THE FORESAIO CRITERIA. In SLIPERI9TENDENTNIANAGE C INGRESS & J : NOT USED DOUBLE CHECK DETECTOR ASSEMBLY +,K; NO1 USED 'Et EGRESS ,L ; FLANC -D Ttt "F',! FIRE LINE ' = DOUBT E CHECK DFTFGTOR ASSFM51 Y ,Gi LADDER 'N: SUMP FOR TEMPORARY PUMP U. ( 4000 PSI - 6% AIR ENTRAINED CONC. COMPACTED SUBGRADE TO 90% I OF ASTM D -1557 CONC. PVMT SECTION ON SITE COMPACT SUBGRADE\ \� \\ >> TO 9D% ASTM /15 57/ TYPICAL PVMT SECTION ON SITE 1" H.A.C. #11 SURFACE 3" H.A.C. #S BINDER 3" #53 STONE 4" #2 STONE RA OF TAEA' 0D RK- D S unn4 RLOCK I 5 ' �JI It)* HDxD EOLT / s 11LIT 2'-I' AT FAU 7 4' e VAFUXE f aorE zc:t _ -- OR JIATIER I F 111D PLAN 5/8 BUT104 IIEAD DOLT 841 TRFATED POST 4cEs<10 BL" _...- T +x16 0 SLCTICN TYPICAL WOOD GUIDE RAII INSTALLATION (NCI scuE} GUARDRAIL DETAIL ON SITE ,NOTE 1. CUSTOMER SHALL FURNI" 4 INSTALL VAL.L`, INCLUDING ALL APPER TE NCES EXCEPT AS NOTED BELOW. 2. VAULT CONS TRUCIIQN MATERIALS SnAL. BEB "..a'Aib' CMLI' OR PRECAST, OR CAST-1N •PL.ACF CONCRETE AT CUSTOMER'S SELECT" "A. 3. INSIDE E19JENSIO'.S PER CRAIAING NOTES. VAULT TO BE SET LENGTHYASE VATH SERVICE. 4. TOP OF VAJLT TO BE CONCRETE, AT LEAST 4' THK:K V4" REINFORCING SUITABLE FOR ANTICIPATED LOADYIG. WHEN VAULT IS CONSTRUCTED IN PAVED AREAS, PAVEMENT 15 TO BE LEVEL 'PATH TOP OF VAULT, AND THE TOP REINFORCED AS REQUIRED TO SUPPOR` TRAFFIC LOADS 1i.c. H•20 LVIiEEt LOADS] WHEN VAULT 13 CONS'RUCt ED IN GRASS PLOT, TOO OF VAULT SHALL BE 3' ABOVE FINISHED GRADE. 5. BOTTOM OF VAULT TO BE E ITHER A MINIMUM OF 6' OF CRUSHED STONE OR 4' CONCRETE PER FIRE DEPARTMENT'S REQUIREMENT. MINIMUM CLEARANCE OF ' 2' BELOW BOTTOM OF FIRE SERVICE 01 1 03 1 07 1 12 7 H ft w r^ 44 �A N-6a 0 � h =ham N� aA N O b m LU Or I)- LU a *4 /' .. °.. '''�. LL w��O CD O yt� p DLL, �¢= r Z o_ < 2 �� LU a- **411;111111111 P� On DATE DESCRIPTION AND DOMESII!) SERVICE LINES IS REQjIRED. JL 6_ DOUBLE C1ECK OCTECTOR ASSEMBLY SHALL SE A MODE-, 9 -16 -08 APPROVED BY T-1E INDIANA DEPAR -MINT OF PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS ENVIRONMENTAL MANAGEMENT, MTH RESILIENT 9 -24 -08 SEAT GATE VALVE ON INLET 8 OUTLET SITES. DETECTOR METER IS FURNISHED BY UTILITY AND 10 INSTALLED BY CUSTOMER, CITY REVIEW 7, ACCESS HATCH IN TOP OF VAULT SHALL BE 30'A30' STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED ALUMINJ'A BILCO J -2AL, BICO PC4-2. HALLIDAY - -- FIRE DEPT. C()NNECTILNI W 153030 OR EQUAL. .ACCESS HATCH SHALL HAVE (PER IRE DEPARTMCN S SAMF OR (;RFATFR . OADIIK, CAPACITY A.4 VALII T i ID REQUIREMENT51 PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, 13' FINISHED GRADE. AS APPLICALSE. 1 GRASS PLOT 8, LADDER FOR VAULT INGRESS AND EGRESS S-IALL BE MET AND ALSO PER CITY / TOWN STANDARDS AND REQUIREMENTS) is PER OSHA REQUIREMENTS. LADDER MATERIAL SHALL PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, L E G E N D BE ALUMINUM OR FIBERGLASS AND INCLUDE A, Noll USED :H: A BILCO 'LADOER•UP- SAFETY DEVICE OR EQUAL. 01 1 03 1 07 1 12 7 H ft w r^ 44 �A N-6a 0 � h =ham N� aA N O b m LU Or I)- LU a *4 /' .. °.. '''�. LL w��O CD O yt� p DLL, �¢= r Z o_ < 2 �� LU a- **411;111111111 P� On DATE DESCRIPTION -" JL 9 -16 -08 CITY REVIEW PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS SURVEYOR FOR THE DEVELOPER/ OWNER ARE 9 -24 -08 CITY REVIEW PIPE SUPPORTS . 10 6' STONE SASE - CITY REVIEW (2 LAIN. REQ'D) IDE:EP STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED OR4'CONCRETE CONTRACTOR HAS THE MOST CURRENT, COMPLETE, SUMP En B PLOTTED BY: R.C. BERGER BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING �+ AND ALL WATER MAINS AND HYDRANTS FOR THE SITE o PTARTMENTS S E 0 T 1 0 N ",A —A" _... MET AND ALSO PER CITY / TOWN STANDARDS AND REQUIREMENTS) DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, L E G E N D SPECIFICATIONS. A, Noll USED :H: NOT USED g , NOT USED '4. . TAPPING SLEEVE Wt TAPPING VALVE 8 BOA COORDINATE `NIT-i LOCAL L MEET THE FORESAIO CRITERIA. SLIPERI9TENDENTNIANAGE C NOI USED J : NOT USED DOUBLE CHECK DETECTOR ASSEMBLY +,K; NO1 USED 'Et FLANGED OS 8 Y VALVE ,L ; FLANC -D Ttt "F',! FIRE LINE M, DOUBT E CHECK DFTFGTOR ASSFM51 Y ,Gi NOT USED 'N: SUMP FOR TEMPORARY PUMP U. U. ;O. FLANGED GATE VALVE PATH PIT TYPE POST INDICATOR 01 1 03 1 07 1 12 7 H ft w r^ 44 �A N-6a 0 � h =ham N� aA N O b m LU Or I)- LU a *4 /' .. °.. '''�. LL w��O CD O yt� p DLL, �¢= r Z o_ < 2 �� LU a- **411;111111111 P� On DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 C10.0 OF 25 i NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS SURVEYOR FOR THE DEVELOPER/ OWNER ARE 9 -24 -08 CITY REVIEW COORDINATE WITH PROJECT ENGINEER TO INSURE THE 10 -06 -08 CITY REVIEW STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, En B PLOTTED BY: R.C. BERGER BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE Monder October 06, 2008 9:40:41 AM MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAIO CRITERIA. W U_ U. U. z 0 w J " Z 0 W W J U U Lv LL z W U. ` Q 0 LL tL. > >_ W Z z 0— U 0 w 0 z O Zr Z W CL CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 C10.0 OF 25 i NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \ORAWINGS SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE DWG: SITE DBERGE.d g ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, En B PLOTTED BY: R.C. BERGER BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS DATE Monder October 06, 2008 9:40:41 AM MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAIO CRITERIA.