HomeMy WebLinkAboutSanitary Lateral Exhibit 06-26-24CECWFFE=784.52-STORYRESIDENCE3,135 SF(FOOTPRINT)MLAG=783.5MFPG=781.01''W1''W1''W1''WFRONT CONC. WALKSF
SF
SF
SF
SF SF SF
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SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCLPSPSPSPSPSPSPSPSS0° 19' 39"W 197.10'N89° 13' 18"W 281.47'N0° 19' 39"E 193.33'S89° 59' 17"E 281.46'R/WR/WESMT.ESMT.ESMT.ESMT.ESMT.ESMT.SIDEWALK TRASNITIONS PERCARMEL DETAILS AND INDOTSTANDARD DRAWINGSE604-SDWK-01,02,03IPIPEX. SIDEWALKCLCLCLCLCLCLTREE /VEGETATIONTO REMAINSFSFSF20' BUILDING SETBACK20' BUILDING SETBACK
20' BUILDING SETBACK
40' BUILDING SETBACKTREE /VEGETATIONTO REMAINLOT 134'85.5'12'R20'R20'35'R10'R50'82.7'5'5'R15'74.58'68.63'CONC.DRIVEWAY4367 SFPARKING /TURNAROUND20'20'38'R50'30 FT. TREE PRESERVATION ESMT.30 FT. TREE PRESERVATION ESMT.PSEX. SIDEWALKPS52'EL. = 783.5EL. = 783.5EL. = 782.5EL. = 783.5EL. = 782.1EL. = 782.1EL. = 780.0CLCLEL. = 780.2TPTP10623777.46DL0110626777.47DL0110629777.03DL01WWWWWW|||||X X X X X ||||XXXXXXXX>>>>>HAZEL DELL PARKWAY6''SSLSFSFSFPSEL. = 783.5PP1PLOT PLAN0030'60'SCALE: 1" = 30'NPRINTED BY: Nick Schmitt
DATE: 7/25/2024 3:45 PM
SHEET SIZE, SCALE: ANSI FULL BLEED B (17.00 X 11.00 INCHES), 1:1
FILE NAME: F:\2023\2307003 - CHERRY TREE FARMS\03 CIVIL\PLANS\XREF.BASE PLOT PLAN.DWG, LAYOUT: Plot Plan
PROJECT NO.CHECK:DRAWN:PLAN DATE:DESIGN:CLIENT:PROJECT:PROJECT LOCATION:SECTION, TOWNSHIP, RANGE:CHERRY CREEKFARMSRESIDENCEMICHAEL KINNEY13777 HAZEL DELL PARKWAYCARMEL, IN 4603307/25/2024230700313777 HAZEL DELL PARKWAY,CARMEL, IN 46033HAMILTON COUNTYSE 14, S21, T18N, R4ESHEET NAMESHEET NO.14020 Mississinewa DriveCarmel, Indiana 46033P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.comFritz EngineeringServices, LLCNMSNMSNMSFLOOD HAZARDSTATEMENT:THE PROJECT SITE IS LOCATED WITHIN THE FEMACOMMUNITY PANEL MAP NO. 18057C0227G WITHAN EFFECTIVE DATE OF 11/19/2014. REVIEW OFTHE MAP INDICATES THE SITE IS LOCATED WITHINTHE FLOOD DESIGNATION 'ZONE X' (UNSHADED),“AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN”.GENERAL NOTES:1.FRITZ ENGINEERING SERVICES LLC. DOES NOTWARRANT THE ACCURACY OF THIS INFORMATION.CONTRACTOR SHOULD VERIFY EXISTING CONDITIONSPRIOR TO ANY CONSTRUCTION. ANY DISCREPANCYFOUND ON THIS DRAWING SHOULD BE REPORTED TOFRITZ ENGINEERING SERVICES LLC IMMEDIATELY;FAILING TO DO SO RESULTS IN THE CONTRACTOR'SASSUMPTION OF ALL LIABILITY.2.BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROMSTRUCTURE(S).3.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFY ALLINFORMATION BEFORE STARTING CONSTRUCTION.BUILDING FOOTPRINT SHOWN IS TO THE OUTSIDEEDGE OF THE FOUNDATION. CONTRACTOR SHALLVERIFY FOUNDATION PLANS ACCURACY WITH THISLAYOUT."IT'S THELAW"RKnow what's below.Call before you dig.2 WORKING DAYS BEFORE YOU DIG.KEY NOTES:PSPERMANENT SEEDINGSFSILT FENCECLEROSION CONTROL LIMITSIPINLET PROTECTIONCECONSTRUCTION ENTRANCE(USE DRIVE LOCATION)CWCONCRETE WASHOUT(REF. INDIANA STORM WATER QUALITY MANUAL)TPTREE PROTECTION FENCINGXXSFSITE DATA:·LOT AREA: 54,946 SF, 1.261 AC.·ZONING CLASSIFICATION = S-1·IMPERVIOUS LOT COVERAGE: 14% (7,450 SF)(MAX COVERAGE = 35%)·FRONT SETBACK = 40 FT·SIDE SETBACK = 20 FT·REAR SETBACK = 20 FT·LAND DISTURBANCE = 23,950 SF, 0.55 AC.NEW 3/4" WATERMETER PERCARMEL UTILITYSTANDARDSNEW 1" CORPSTOP TAP ON EX.12" MAINDEMO NOTES:1.AN EXISTING CONCRETE FOUNDATION / PADAND WATER SPIGOT IS LOCATED WITHIN THELOT NEAR THE PROPOSED HOUSE LOCATION.FOUNDATION AND WATER LINE TO BEREMOVED. VERIFY LOCATION PRIOR TOCONSTRUCTION.TREE PRESERVATION NOTES:1.THE CONTRACTOR SHALL PROTECT TREES ANDWOODS LINE DURING CONSTRUCTION AND ONLYREMOVE TREES / VEGETATION AS REQUIRED FOR THECONSTRUCTION OF THE PROPOSE HOUSE, DRIVE, ANDGRADING BACK INTO EXISTING GRADES.NEW 1" DIA.WATER SERVICELINE PERCARMEL UTILITYSTANDARDS22'TREE PROTECTIONFENCING AROUNDADJACENT TREES FORWATER LINE TRENCHING**WATER LINE INSTALLATION SHALL BEBORING (NOT TRENCHING) WHEREPOSSIBLE.6 IN. DIA. SDR-26 PVC SANITARY LATERALRAN @ 1.04% MIN. SLOPE WITH 3 FOOT MIN.COVER WITH CLEANOUTS MEETINGCARMEL UTILITY STANDARDS.20' PROP. SANITARY &UTILITY ESMT.BUILDINGCLEANOUT PERCARMEL UTILITYSTANDARDSCLEANOUT PER CARMEL UTILITYSTANDARDS WITH 45° BEND.CLEANOUT PER CARMEL UTILITYSTANDARDS WITH 45° BEND.FOR CONTINUATION SEE SANITARYLATERAL EXHIBIT "SE1" (NEXT SHEET)ONCE SANITARY LATERAL INSTALLED,ALL GRADES MUST BE RETURNED TOEXISTING GRADES / EXISTINGCONDITIONS TO ENSURE AND MAINTAINALL EXISTING DRAINAGE PATTERNS.STATE OFNo.PE1110002007/25/2024
LOT 96 LOT 95 LOT 94
LOT 93
LOT 92
LOT 91
APP. PLAT LINE
1''W1''W WM MBTFEBA/CCO PPSTWWWWW|XXXXFOFOFO||||||X X X X X X X
>
>>>>>>
HAZEL DELL PARKWAY
>>>>CFCOCOSSSSSS SS
SSSSSSSSSSSS6''SSL6''SSL6''SSLAVIAN GLEN
SECTION FOUR
SECONDARY PLAT
P.C. NO. 1, SLIDE NO. 309
INSTR. NO. 9324085
SANITARY SEWER MANHOLE
STRUCTURE NO. 9200
T.C. ELEV. = 779.14
CASTING TYPE: SOLID LID
INV. 8 INCH PVC = 770.29 (NNW)
INV. 8 INCH PVC = 770.29 (S)
INV. 6-8 INCH PVC = 770.33 (NE)
INV. 6-8 INCH PVC = 770.90 (E) PPSTXXX X X
>>>>>CFSSSSSSSSSSSS SS SS
SSSSSSSSSSSSSSSS6''SSL6''SSL6''SSLSE1
SANITARY
LATERAL EXHIBIT
PRINTED BY: Nick SchmittDATE: 7/25/2024 3:45 PMSHEET SIZE, SCALE: ANSI FULL BLEED B (17.00 X 11.00 INCHES), 1:1FILE NAME: F:\2023\2307003 - CHERRY TREE FARMS\03 CIVIL\PLANS\XREF.BASE PLOT PLAN.DWG, LAYOUT: Plot PlanPROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
CLIENT:
PROJECT:
PROJECT LOCATION:
SECTION, TOWNSHIP, RANGE:
CHERRY CREEK
FARMS
RESIDENCE
MICHAEL KINNEY
13777 HAZEL DELL PARKWAY
CARMEL, IN 46033
07/25/2024
2307003
13777 HAZEL DELL PARKWAY,
CARMEL, IN 46033
HAMILTON COUNTY
SE 1
4, S21, T18N, R4E
SHEET NAME
SHEET NO.
14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
Fritz Engineering
Services, LLC
NMS NMS NMS
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
00 60'120'
SCALE: 1" = 60'NPROP. HOUSE
EX. HOUSE
EX. SANITARY LATERAL. LOCATION SHOWN FOR
REFERENCE ONLY. CONTRACTOR WILL NEED TO
VERIFY EXACT LOCATION AND DEPTH OF EXISTING
LATERAL PRIOR TO CONSTRUCTION.
EX. SANITARY LATERAL. LOCATION SHOWN
FOR REFERENCE ONLY. CONTRACTOR
WILL NEED TO VERIFY EXACT LOCATION
AND DEPTH OF EXISTING LATERAL PRIOR
TO CONSTRUCTION.
LOW GRADE ELEV. APPROX. 774.5 TO
775.2. PROP. LATERAL TO MAINTAIN 3
FEET COVER MIN. (4 FOOT DESIRABLE).
EX. SWALE CROSSING, DO NOT
DISTURB SWALE AND FLOW PATH.
PROPOSED LATERAL. SEE NOTES.
EX. HOUSE
POSSIBLE CABLE / FIBER UTILITES LOCATED IN
REAR LOTS OR ALONG LOT LINE. CONTRACTOR TO
PROTECT ALL EXISTING UTILITIES
EX.
CORE DRILL AND CONNECT PROPOSED LATERAL
INTO EXISTING SANITARY STRUCTURE AT 770.9
INVERT. COORDINATE WITH CARMEL UTILITIES.
6
6
EX. 20 FT. WIDE SANITARY EASEMENT PER AVIAN
SECTION FOUR PLAT AMENDMENT.
20'
EX. HOUSE
00 30'60'
SCALE: 1" = 30'NBLOW-UP
LOT LINEEX. ESMT.EX. ESMT.20'
LOW GRADE ELEV. APPROX. 774.5 TO
775.2. PROPOSED LATERAL TO MAINTAIN
3 FEET COVER MIN. (4 FOOT DESIRABLE).
EX. SWALE CROSSING, DO NOT
DISTURB SWALE AND FLOW PATH.
PROPOSED LATERAL. SEE NOTES.
20' PROP. SAN. &
UTILITY ESMT.
30' PROP. SAN. &
UTILITY ESMT.
EX. SANITARY LATERAL. LOCATION SHOWN FOR
REFERENCE ONLY. CONTRACTOR WILL NEED TO
VERIFY EXACT LOCATION AND DEPTH OF
EXISTING LATERAL PRIOR TO CONSTRUCTION.PLAT LINEPLAT LINE
PLAT LINE PLAT LINE
LOT 1
LOT 2
PLAT LINELOT LINE20' PROP. SAN. &
UTILITY ESMT.
22.5° & 11.25° BENDS REQD.
CLEANOUT PER
CARMEL UTILITY
STANDARDS
BUILDING
CLEANOUT PER
CARMEL UTILITY
STANDARDS
CLEANOUT PER
CARMEL UTILITY
STANDARDS
45° BEND REQD.
45° BENDS REQD.
SANITARY GENERAL NOTES:
1.FRITZ ENGINEERING SERVICES LLC. DOES NOT WARRANT
THE ACCURACY OF THIS INFORMATION. CONTRACTOR
SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY
CONSTRUCTION. ANY DISCREPANCY FOUND ON THIS
DRAWING SHOULD BE REPORTED TO FRITZ ENGINEERING
SERVICES LLC IMMEDIATELY; FAILING TO DO SO RESULTS IN
THE CONTRACTOR'S ASSUMPTION OF ALL LIABILITY.
2.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
3.PROPOSED SANITARY LATERAL SHALL BE 6 INCH DIAMETER
SDR-26 PVC RAN AT 1.04% MIN. SLOPE WITH 3 FOOT MINIMUM
(4 FOOT DESIRABLE) OF COVER.
4.TRENCHING AND LAND DISTURBANCE SHALL BE KEPT TO A
MINIMUM AS CONTRACTOR SHALL TAKE ALL REASONABLE
CARE TO PROTECT EXISTING TREES AND VEGETATION.
RESTORE TO ORIGINAL CONDITIONS.
5.ALL SANITARY CONSTRUCTION SHALL CONFORM TO THE CITY
OF CARMEL UTILITIES STANDARDS, DETAILS AND SPECS.
PROP. LATERAL. SEE NOTES.
AVOID ADJOINERS LANDSCAPING. IF
LANDSCAPING IS DAMAGED, REPLACE AND
RESTORE. COORDINATE WITH ADJACENT
OWNERS PRIOR TO CONSTRUCTION.
EX. R/WONCE SANITARY LATERAL INSTALLED,
ALL GRADES MUST BE RETURNED TO
EXISTING GRADES / EXISTING
CONDITIONS TO ENSURE AND MAINTAIN
ALL EXISTING DRAINAGE PATTERNS.
STATE OF
No.
PE11100020
07/25/2024