HomeMy WebLinkAboutBear Creek South Construction Plans 3-12-20 (2)
Bear Creek South Construction Plans 3-12-20.pdf L1.3
SECTION 1A SECTION 1B BEAR CREEK SOUTH COVER C1.0 COVER REVISIONS BEAR CREEK SOUTH SECTIONS 1A & 1B PULTE HOMES OF INDIANA, LLC UTILITY CONTACT INFORMATION: LOCATION MAP SOILS MAP SOILS
LEGEND SITE MAP AREA LOCATION MAP: STATE OF INDIANA PROJECT LOCATION: CITY OF CARMEL HAMILTON COUNTY SURVEYOR: STORM WATER ADMIN.: CABLE: WATER: ELECTRIC (OVERHEAD 141ST ST): SANITARY:
DEPARTMENT: GAS: TELEPHONE: SURVEYOR: CARMEL ENGINEERING CARMEL ENGINEERING DEPT. DEVELOPER: PULTE HOMES of INDIANA, LLC 11590 N. MERIDIAN ST., SUITE 530 CARMEL, INDIANA 46032 (317)
575-2350 joseph.marx@pultegroup.com ZONING: S1-ROSO III DOCKET NO. 17040018 SP AMEND TOTAL SITE DISTURBANCE = 25.7 AC CIVIL ENGINEER: HWC ENGINEERING 135 N. PENNSYLVANIA ST., SUITE
2800 INDIANAPOLIS, IN 46204 (317) 347-3663 bburke@hwcengineering.com FLOOD HAZARD STATEMENT: BEAR CREEK SOUTH DENSITY = 32 23.495 Ac. = 1.36 LOTS / Ac. PHASING: ONE PHASE 38.86%
= COMMON AREA = 8.66 Ac. TOTAL ACREAGE = 23.495 Ac. SHEET LIST TABLE Sheet Title Sheet Description C1.0 COVER C1.1-C1.3 DEVELOPMENT PLAN C1.7-C1.9 PRE-CONSTRUCTION STORMWATER POLLUTION
PREVENTION AND DEMOLITION PLAN C1.10-C1.12 POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C2.0-C2.2 INTERSECTION & CUL-DE-SAC PLAN C3.4 STREET PLAN & PROFILE C4.0-C4.2 STORM
SEWER PLAN & PROFILEC6.0-C6.4 SANITARY SEWER PLAN & PROFILE C7.0-C7.1 CONSTRUCTION DETAILS WATER DISTRIBUTION PLAN STORMWATER POLLUTION PREVENTION NOTESC8.0 STORMWATER POLLUTION PREVENTION
DETAILSC8.1-C8.2 TRAFFIC CONTROL & LIGHTING PLAN ENTRANCE PLANC3.0 C3.2-C3.3 OVERALL GENERAL PROJECT NOTES: HWC ENGINEERING 135 N. PENNSYLVANIA ST., SUITE 2800 INDIANAPOLIS, IN 46204
(317) 347-3663 ljahn@hwcengineering.com C1.13-C1.14 EMERGENCY FLOOD ROUTE PLAN INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com C8.5 CARMEL WATER SPECIFICATIONS
C8.8 SANITARY SEWER DETAILS C8.10 SANITARY SEWER SPECIFICATIONS CARMEL WATER DETAILS C8.9 HCSO DETAILSC8.6 C8.7 C1.4-C1.6 GRADING & DRAINAGE PLAN SSD / SUMP PUMP PLANC6.6-C6.7 VEGETATIVE
COVER: ADJACENT PROPERTIES: STORM SEWER FOR THIS PROJECT WILL BE PUBLIC CARMEL GENERAL NOTES: CARMEL DETAILS C8.3-C8.4 CARMEL PAVING & CURB POLICYC8.11 C1.15 OPEN SPACE PLAN MAINTENANCE
OF TRAFFIC & STRIPING PLANC3.1 ELECTRIC (INTERNAL): SECTIONS 1A & 1B C1.16 MASTER UTILITY PLAN 05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN
FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.1 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
DEVELOPMENT PLAN DEVELOPMENT PLAN FOR CONTINUATION SEE SHEET C1.2 LEGEND: EXISTING PROPOSED TYPICAL LOT SECTION GRADING DETAIL ABBREVIATIONS: CARMEL GENERAL NOTES: BENCHMARK INFORMATION:
FOR CONTINUATION SEE SHEET C1.3 FLOOD HAZARD STATEMENT: 05/26/20 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH
C1.2 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com DEVELOPMENT PLAN DEVELOPMENT PLAN FOR CONTINUATION SEE SHEET C1.1 LEGEND: EXISTING
PROPOSED ABBREVIATIONS: CARMEL GENERAL NOTES: BENCHMARK INFORMATION: OVERALL GENERAL PROJECT NOTES FLOOD HAZARD STATEMENT: DRAINAGE SUMMARY: DRAINAGE SUMMARY: 05/26/20 L A N D C A D
D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 NAL 7891DDACD L A N D C A D D 1 98 7 L A N DC A D D 1 9 8 7 L A N D C AD D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D
1 9 8 7 L A ND C A D D 1 9 8 7 DNAL 7891DDAC L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK
SOUTH C1.3 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com DEVELOPMENT PLAN DEVELOPMENT PLAN LEGEND: EXISTING PROPOSED ABBREVIATIONS: CARMEL
GENERAL NOTES: BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.1OVERALL GENERAL PROJECT NOTES FOR CONTINUATION SEE THIS SHEET FOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT:
05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.4
REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN FOR CONTINUATION SEE SHEET C1.5 LEGEND:
EXISTING PROPOSED CARMEL GENERAL NOTES: BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.6 FLOOD HAZARD STATEMENT: TYPICAL LOT SECTION GRADING DETAIL ABBREVIATIONS: 05/26/20 SECTION
1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.5 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW
ALBANY www.hwcengineering.com GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN FOR CONTINUATION SEE SHEET C1.4 LEGEND: EXISTING PROPOSED CARMEL GENERAL NOTES: BENCHMARK INFORMATION:
OVERALL GENERAL PROJECT NOTES FLOOD HAZARD STATEMENT: DRAINAGE SUMMARY: DRAINAGE SUMMARY: ABBREVIATIONS: 05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9
8 7 NAL 7891DDACD L A N D C A D D 1 98 7 L A N D C A D D 1 98 7 7891DDACDNAL L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D
C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 7891DDACDNAL L A N DC A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 10510 874.494 FNC_WW 01 10511 875.580 FNC_WW 0' (IN FEET)
GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.6 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN LEGEND: EXISTING PROPOSED CARMEL GENERAL NOTES: BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.4OVERALL GENERAL PROJECT NOTES FOR
CONTINUATION SEE THIS SHEET FOR CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT: FOR CONTINUATION OF OFFSITE WATER SEE SHEET C7.1 ABBREVIATIONS: 05/26/20 L A N D C A D D 1 9 8 7
L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.7 REVISIONS INDIANAPOLIS - TERRE
HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN FOR CONTINUATION
SEE SHEET C1.8 BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.9 FLOOD HAZARD STATEMENT: THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. NOTE: SEE SHEET C8.0 FOR A LIST IN SEQUENCE
OF CONSTRUCTION ACTIVITIES. DEMOLITION GENERAL NOTES: PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION NOTES: INDEX OF SWPPP ELEMENTS CARMEL GENERAL NOTES: ADJACENT PROPERTIES: PERSON
ONSITE RESPONSIBLE FOR EROSION CONTROL: DEMOLITION KEYNOTES: # LEGEND 05/26/20 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig!
BEAR CREEK SOUTH C1.8 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN PRE-CONSTRUCTION
STORMWATER POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.7 BENCHMARK INFORMATION: FLOOD HAZARD STATEMENT: THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. NOTE: SEE SHEET C8.0
FOR A LIST IN SEQUENCE OF CONSTRUCTION ACTIVITIES. DEMOLITION GENERAL NOTES: PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION NOTES: INDEX OF SWPPP ELEMENTS CARMEL GENERAL NOTES: ADJACENT
PROPERTIES: PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: DEMOLITION KEYNOTES: # LEGEND 05/26/20 L A N D C A D D 1 9 8 7 7891DDACDNAL 7891DDACDNAL 7891DDACDNAL 7891DDACDNAL 7891DDACDNAL
7891DDACDNAL RR 7891DDACDNAL 7891DDACDNAL L A N D C A D D 1 9 8 7 7891DDACDNAL L A N D C A D D 1 9 8 7 DNAL 7891DDAC L 7891DDACDNA 7891DDACDNAL 7891DDACDNAL 0' (IN FEET) GRAPHIC SCALE
50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.9 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com PRE-CONSTRUCTION
STORMWATER POLLUTION PREVENTION PLAN PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.7 FOR CONTINUATION SEE THIS SHEET FOR
CONTINUATION SEE THIS SHEET FLOOD HAZARD STATEMENT: THIS SHEET TO BE USED FOR EROSION CONTROL ONLY.NOTE: SEE SHEET C8.0 FOR A LIST IN SEQUENCE OF CONSTRUCTION ACTIVITIES. DEMOLITION
GENERAL NOTES: PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION NOTES: INDEX OF SWPPP ELEMENTS CARMEL GENERAL NOTES: ADJACENT PROPERTIES: PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DEMOLITION KEYNOTES: # LEGEND 05/26/20 RR RR RR RR RR L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544
Before you Dig! BEAR CREEK SOUTH C1.10 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com POST CONSTRUCTION STORMWATER POLLUTION PREVENTION
PLAN POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.11 BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.12 FLOOD HAZARD STATEMENT: THIS SHEET
TO BE USED FOR EROSION CONTROL ONLY. NOTE: SEE SHEET C8.0 FOR A LIST IN SEQUENCE OF CONSTRUCTION ACTIVITIES. CARMEL GENERAL NOTES: PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: PRE-CONSTRUCTION
STORMWATER POLLUTION PREVENTION NOTES: INDEX OF SWPPP ELEMENTS ADJACENT PROPERTIES: LEGEND RR 05/26/20 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544
Before you Dig! BEAR CREEK SOUTH C1.11 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com POST CONSTRUCTION STORMWATER POLLUTION PREVENTION
PLAN POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN FOR CONTINUATION SEE SHEET C1.10 BENCHMARK INFORMATION: FLOOD HAZARD STATEMENT: THIS SHEET TO BE USED FOR EROSION CONTROL
ONLY. NOTE: SEE SHEET C8.0 FOR A LIST IN SEQUENCE OF CONSTRUCTION ACTIVITIES. CARMEL GENERAL NOTES: PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: PRE-CONSTRUCTION STORMWATER POLLUTION
PREVENTION NOTES: INDEX OF SWPPP ELEMENTS ADJACENT PROPERTIES: LEGEND RR AQUA AIR ULTRA POND AERATION DETAILS 05/26/20 RR RR L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D
C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 91DDACDNAL 78 DNAL 7891DDAC L A N D C AD D 1 9 8 7 RR L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D
1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A ND C A D D 1 9 8 7 DNAL 7891DDAC 7891DDACDNAL L A N D C A D D 1 9 8 7 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or
800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.12 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com POST CONSTRUCTION STORMWATER POLLUTION
PREVENTION PLAN POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.10 FOR CONTINUATION SEE THIS SHEET FOR CONTINUATION SEE THIS
SHEET FLOOD HAZARD STATEMENT: THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. NOTE: SEE SHEET C8.0 FOR A LIST IN SEQUENCE OF CONSTRUCTION ACTIVITIES. CARMEL GENERAL NOTES: PERSON ONSITE
RESPONSIBLE FOR EROSION CONTROL: PRE-CONSTRUCTION STORMWATER POLLUTION PREVENTION NOTES: INDEX OF SWPPP ELEMENTS ADJACENT PROPERTIES: LEGEND RR 05/26/20 L A N D C A D D 1 9 8 7 L A
N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.13 REVISIONS INDIANAPOLIS - TERRE HAUTE
LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com EMERGENCY FLOOD ROUTE PLAN EMERGENCY FLOOD ROUTE PLAN FOR CONTINUATION SEE SHEET C1.14 LEGEND: EXISTING PROPOSED CARMEL GENERAL
NOTES: BENCHMARK INFORMATION: FOR CONTINUATION SEE SHEET C1.14 FLOOD HAZARD STATEMENT: 05/26/20 SECTION 1A SECTION 1B L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D
1 9 8 7 NAL 7891DDACD L A N D C A D D 1 98 7 L A N D C A D D 1 98 7 L A N D C A D D 1 9 8 7 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK
SOUTH C1.14 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com EMERGENCY FLOOD ROUTE PLAN EMERGENCY FLOOD ROUTE PLAN FOR CONTINUATION SEE SHEET
C1.13 LEGEND: EXISTING PROPOSED CARMEL GENERAL NOTES: BENCHMARK INFORMATION: FLOOD HAZARD STATEMENT: FOR CONTINUATION SEE SHEET C1.13 05/26/20 SECTION 1A SECTION 1B 0' 80' 160' 240'
(IN FEET) GRAPHIC SCALE Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C1.15 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
OPEN SPACE PLAN OPEN SPACE PLAN LEGEND: EXISTING PROPOSED CARMEL GENERAL NOTES: BENCHMARK INFORMATION: FLOOD HAZARD STATEMENT: OPEN SPACE TABLE SITE ACREAGE 23.495 AC ZONE DISTRICT
S-1 MINIMUM OPEN SPACE REQUIREMENT (SOSR) AS IDENTIFIED DURING 2014 SECONDARY PLAT PROCESS 8.38 (35.67%) *** OPEN SPACE PROVIDED (OSP) 8.63 AC PRIMARY CONSERVATION AREAS N/A NATURAL
OPEN SPACE PROVIDED 0.00 AC AGRICULTURAL OPEN SPACE N/A DESIGNED OPEN SPACE 8.63 AC PONDS (TOTAL MEASURED PERIMETER) 1,920 LF (TOTAL MEASURED ACCESSIBLE PERIMETER) 1,920 LF COMMON AREA
SQUARE FOOTAGE COMMON AREA "A" 76,398 SF COMMON AREA "B" 77,475 SF COMMON AREA "C" 66,221 SF COMMON AREA "D" 85,783 SF COMMON AREA "E" 43,143 SF COMMON AREA "F" 26,758 SF TOTAL 375,778
SF TOTAL ACREAGE 8.63 ACRES DENSITY = 32 23.495 Ac. = 1.36 LOTS / Ac. 36.73% = COMMON AREA = 8.63 Ac. TOTAL ACREAGE = 23.495 Ac. *** ADJUSTED OPEN SPACE PROVIDED FROM 2007 PP
CITY OF CARMEL RIGHT-OF-WAY STANDARDS HAVE INCREASED INCREMENTALLY SINCE THE 2007 PRIMARY PLAT AND THE 2014 SECONDARY PLAT FILING. ADJUSTED OPEN SPACE PROVIDED IS BASED ON ADDING THE
"INCREASED" RIGHT-OF-WAY SINCE INCEPTION AS "OPEN SPACE" 2014: R/W INCREASE FROM 2007= +0.29 AC 2017: R/W INCREASE FROM 2014= +0.19 AC OPEN SPACE PROVIDED= 8.63 AC+ 0.29 AC + 0.19 AC=
9.11 AC = 38.77% 05/26/20 SECTION 1A SECTION 1B SECTION 1A SECTION 1B DENALI DRIVE ANDEAN WAY LITTLE EAGLE CREEK AVENUE ANDEAN WAY SPIRIT CIRCLE W. 141ST STREET ATLAS COURT WEST ROAD
C1.16 0' (IN FEET) GRAPHIC SCALE 100' 200' 300' Call 811 or 800-382-5544 Before you Dig! REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
MASTER UTILITY PLAN LEGEND: EXISTING PROPOSED BEAR CREEK SOUTH MASTER UTILITY PLAN 05/26/20 ATLAS COURT WEST ROAD SECTION 1A SECTION 1B SECTION 1A SECTION 1B STREET PROFILE BEAR CREEK
SOUTH C2.0 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW
ALBANY www.hwcengineering.com STREET PLAN & PROFILE STREET PLAN & PROFILE BENCHMARK INFORMATION: CARMEL GENERAL NOTES: EXISTING PROPOSED 05/26/20 ANDEAN WAY 6" SSD DENALI DRIVE 6" SSD
SECTION 1A SECTION 1B SECTION 1A SECTION 1B STREET PROFILE BEAR CREEK SOUTH C2.1 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED
REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STREET PLAN & PROFILE STREET PLAN & PROFILE BENCHMARK INFORMATION: CARMEL GENERAL NOTES:
05/26/20 SPIRIT CIRCLEDENALI DRIVE SECTION 1A SECTION 1B SECTION 1A SECTION 1B STREET PROFILE BEAR CREEK SOUTH C2.2 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544
Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STREET PLAN & PROFILE STREET PLAN & PROFILE BENCHMARK
INFORMATION: CARMEL GENERAL NOTES: 05/26/20 L A N D C AD D 1 9 8 7 BEAR CREEK SOUTH ENTRANCE PLAN LITTLE EAGLE CREEK AVE. C3.0 0' (IN FEET) GRAPHIC SCALE 20' 40' 60' Call 811 or 800-382-5544
Before you Dig! REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com NOTES: 1. ALL EXISTING ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER
CONDITION, INCLUDING BUT NOT LIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE. REPAIRS (i.e. STRIPING) SHALL COINCIDE WITH THE ADJOINING ROAD 2. UTILITY CONFLICTS (INCLUDING UTILITY
POLES) MUST BE COMPLETELY RESOLVED PRIOR TO CONSTRUCTION OF ACCEL/DECEL LANES, PASSING BLISTER LANES AND/OR LEFT TURN LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED
TO EXCAVATION, EMBANKMENT, PAVING AND SUBGRADE PREPARATION. ABBREVIATIONS: GENERAL NOTES LEGEND: EXISTING PROPOSED ANDEAN WAY LITTLE EAGLE CREEK AVENUE & ANDEAN WAY TYPICAL PAVEMENT
SECTION FOR PROPOSED ACCEL/ DECEL LANES, TAPERS & STONE SHOULDER ENTRANCE PLAN LITTLE EAGLE CREEK AVE. TYPICAL STREET CROSS SECTION A-A CARMEL GENERAL NOTES: 05/26/20 BEAR CREEK SOUTH
C3.1 0' (IN FEET) GRAPHIC SCALE 30' 60' 90' Call 811 or 800-382-5544 Before you Dig! REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com NOTES:
1. ALL EXISTING ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER CONDITION, INCLUDING BUT NOT LIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE. REPAIRS (i.e. STRIPING) SHALL COINCIDE
WITH THE ADJOINING ROAD 2. UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVED PRIOR TO CONSTRUCTION OF ACCEL/DECEL LANES, PASSING BLISTER LANES AND/OR LEFT TURN
LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED TO EXCAVATION, EMBANKMENT, PAVING AND SUBGRADE PREPARATION. GENERAL NOTES LEGEND: EXISTING PROPOSED LITTLE EAGLE CREEK
AVENUE & ANDEAN WAY MAINTENANCE OF TRAFFIC & STRIPING PLAN LITTLE EAGLE CREEK AVE. EXISTING STRIPING & STRIPING TO BE REMOVED STRIPING PLAN MAINTENANCE OF TRAFFIC PLAN LITTLE EAGLE
CREEK AVENUE & ANDEAN WAY LITTLE EAGLE CREEK AVENUE & ANDEAN WAY MAINTENANCE OF TRAFFIC & STRIPING PLAN LITTLE EAGLE CREEK AVE. CARMEL GENERAL NOTES: 05/26/20 BEAR CREEK SOUTH INTERSECTION
& CUL-DE-SAC PLAN C3.2 0' (IN FEET) GRAPHIC SCALE 20' 40' 60' Call 811 or 800-382-5544 Before you Dig! REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
ABBREVIATIONS: GENERAL NOTES LEGEND: EXISTING PROPOSED ANDEAN WAY ANDEAN WAY & SPIRIT CIRCLE ANDEAN WAY & ATLAS COURT SPIRIT CIRCLE ATLAS COURT ANDEAN WAY ANDEAN WAY ANDEAN WAY SPIRIT
CIRCLE SPIRIT CIRCLE INTERSECTION & CUL-DE-SAC PLAN CARMEL GENERAL NOTES: 05/26/20 SECTION 1A SECTION 1B BEAR CREEK SOUTH INTERSECTION & CUL-DE-SAC PLAN C3.3 0' (IN FEET) GRAPHIC SCALE
20' 40' 60' Call 811 or 800-382-5544 Before you Dig! REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com ABBREVIATIONS: GENERAL NOTES LEGEND:
EXISTING PROPOSED ANDEAN WAY, DENALI DRIVE & WEST ROAD ATLAS COURT WEST ROAD ANDEAN WAY ATLAS COURT INTERSECTION & CUL-DE-SAC PLAN DENALI DRIVE CARMEL GENERAL NOTES: 05/26/20 STOP STOP
STOP 25 25 25 25 25 25 STOP SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 60' 120' 180' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C3.4 REVISIONS INDIANAPOLIS - TERRE
HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com TRAFFIC CONTROL & LIGHTING PLAN TRAFFIC CONTROL & LIGHTING PLAN CARMEL GENERAL NOTES: GENERAL NOTES LEGEND: EXISTING PROPOSED
STOP 25 STREET LIGHT P2061 Specification Data 05/26/20 SECTION 1B SANITARY PROFILE BEAR CREEK SOUTH C4.0 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you
Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE
BENCHMARK INFORMATION: GENERAL NOTES 05/26/20 SANITARY PROFILE BEAR CREEK SOUTH C4.1 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING
PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE GENERAL NOTES 05/26/20
SECTION 1A SECTION 1B SANITARY PROFILE BEAR CREEK SOUTH C4.2 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS
- TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE GENERAL NOTES 05/26/20 STORM PROFILE BEAR CREEK SOUTH
C6.0 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY
www.hwcengineering.com STORM SEWER PLAN & PROFILE STORM SEWER PLAN & PROFILE GENERAL NOTES: BENCHMARK INFORMATION: 05/26/20 L A N D C A D D 1 9 8 7 STORM PROFILE BEAR CREEK SOUTH C6.1
0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.c
om STORM SEWER PLAN & PROFILE STORM SEWER PLAN & PROFILE GENERAL NOTES: BENCHMARK INFORMATION: 05/26/20 SECTION 1A SECTION 1B STORM PROFILE BEAR CREEK SOUTH C6.2 0' (IN FEET) GRAPHIC
SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STORM
SEWER PLAN & PROFILE STORM SEWER PLAN & PROFILE GENERAL NOTES: 05/26/20 SECTION 1A SECTION 1B STORM PROFILE BEAR CREEK SOUTH C6.3 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or
800-382-5544 Before you Dig! LEGEND: EXISTING PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STORM SEWER PLAN & PROFILE STORM
SEWER PLAN & PROFILE GENERAL NOTES: BENCHMARK INFORMATION: 05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A ND C A D D 1 9 8 7 L A N D C A D D 1
9 8 7 L A ND C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 STORM PROFILE BEAR CREEK SOUTH C6.4 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! LEGEND: EXISTING
PROPOSED REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STORM SEWER PLAN & PROFILE STORM SEWER PLAN & PROFILE GENERAL NOTES: BENCHMARK
INFORMATION: 05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK
SOUTH C6.6 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com SSD / SUMP PUMP PLAN SSD / SUMP PUMP PLAN CARMEL GENERAL NOTES: BENCHMARK INFORMATION:
FOR CONTINUATION SEE SHEET C6.6 FLOOD HAZARD STATEMENT: LEGEND: EXISTING PROPOSED 05/26/20 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1
9 8 7 NAL 7891DDACD L A N DC A D D 1 9 8 7 L A N D C A D D 1 9 8 7 7891DDACDNAL 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C6.7
REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com SSD / SUMP PUMP PLAN SSD / SUMP PUMP PLAN CARMEL GENERAL NOTES: BENCHMARK INFORMATION: FOR
CONTINUATION SEE SHEET C6.5 FLOOD HAZARD STATEMENT: LEGEND: EXISTING PROPOSED 05/26/20 VANDE RBILT V ANDERB ILT VANDE RBILT V ANDERB ILT VAN DERBIL T VANDE RBILT VANDE RBILT VANDERBILT
VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT VANDERBILT V AN DERBIL T VAND ERBILT VANDE RBILT V ANDERB ILT L A N D C A D D 1 9
8 7 L A N D C A D D 1 9 8 7 SECTION 1A SECTION 1B 0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C7.0 REVISIONS INDIANAPOLIS - TERRE
HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com WATER DISTRIBUTION PLAN WATER DISTRIBUTION PLAN FOR CONTINUATION SEE SHEET C7.1 BENCHMARK INFORMATION: FOR CONTINUATION
SEE SHEET C7.1 FLOOD HAZARD STATEMENT: LEGEND: EXISTING PROPOSED CARMEL WATER GENERAL NOTES: CONTRACTOR TO MARK ALL BELOW GRADE FITTINGS AND PIPE MATERIAL CHANGES WITH LATHE FOR SURVEY
VERIFICATION AT TIME OF BACKFILL. 05/26/20 VAN DERBIL T VANDE RBILT VANDE RBILT VANDE RBILT VANDE RBILT VANDERBILT VANDERBILT V ANDERBILT V ANDERBILT VANDER BILT VAN DERBIL T SECTION
1A SECTION 1B VAN DERBIL T VANDE RBILT VANDE RBILT V ANDERB ILT VAN DERBIL T VANDERBILT VAN DERBIL T V ANDERBILT VANDERBILT VANDERBILT VA NDE RB ILT L A N D C A D D 1 9 8 7 L A N D
C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 L A N D C A D D 1 9 8 7 7891DDACDNAL 91DDACDNAL 78 L A N D C A D D 1 9 8 7 10510 874.494 FNC_WW 01 10511 875.580 FNC_WW 10526 876.438 FNC_WW
0' (IN FEET) GRAPHIC SCALE 50' 100' 150' Call 811 or 800-382-5544 Before you Dig! BEAR CREEK SOUTH C7.1 REVISIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
WATER DISTRIBUTION PLAN WATER DISTRIBUTION PLAN FOR CONTINUATION SEE SHEET C7.0 BENCHMARK INFORMATION: FLOOD HAZARD STATEMENT: FOR CONTINUATION SEE SHEET C7.0 LEGEND: EXISTING PROPOSED
CARMEL WATER GENERAL NOTES: CONTRACTOR TO MARK ALL BELOW GRADE FITTINGS AND PIPE MATERIAL CHANGES WITH LATHE FOR SURVEY VERIFICATION AT TIME OF BACKFILL. 05/26/20 CONCRETE WASHOUT DETAIL
PREFAB CONCRETE DUMPSTER HOME CONSTRUCTION - PROVIDED BY "CONSTRUCTION WASTE" BEAR CREEK SOUTH C8.0 REVISIONS STORMWATER POLLUTION PREVENTION NOTES STORMWATER POLLUTION PREVENTION NOTES
SEEDING SCHEDULE STORMWATER POLLUTION PREVENTION PLAN INDEX INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com CONCRETE WASHOUT DETAIL NOT-TO-SCALE ·
· I · · · · · · · · · · · · · MULCH/COMPOST FILTER TUBE OR EQUAL · · · · · · · BACK CUT CURB - TEMPORARY SEDIMENT TRAP BEHIND CURB NOT-TO-SCALE 05/26/20 BEAR CREEK SOUTH C8.1 REVISIONS
STORMWATER POLLUTION PREVENTION DETAILS STORMWATER POLLUTION PREVENTION DETAILS THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. STAPLE PATTERN GUIDE NOT-TO-SCALE EROSION CONTROL BLANKET
CHANNEL INSTALLATION SHORELINE INSTALLATION SLOPE INSTALLATION SILT FENCE DETAIL NOT-TO-SCALE · · · · · PLAN SECTION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOT-TO-SCALE INDIANAPOLIS
- TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: MOUND CROSS SECTION, TYP SECTION A-A ROCK CHECK DAM RISER TYPE SEDIMENT
BASIN TEMPORARY DIVERSION SWALE · · · · · · · · · · · · · · · · · · · · · · · · · 05/26/20 ™ Phone (888) 344-9044 Fax (423) 826-2112 2733 Kanasita Drive, Suite 111, Chattanooga,
TN 37343 STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-10 Horseshoe HDPE Standard Detail AS-10 STD 03/25/15 Scale: Drawn
By: Document: Date: JCW 1:30 U.S. Patent No. 6524473 and other Patent Pending Aqua-Swirl High Density Polyethylene (HDPE) Stormwater Treatment System * Please see accompanied Aqua-Swirl
specification notes. * See Site Plan for actual system orientation. ** Orientation may vary from 90°, 180°, or custom angles to meet site conditions. 4 1/2" [114 mm] 1/2" [13 mm]
1" [25 mm] Manhole Frame & Cover Detail NTS For Non-Traffic Areas Only Soil 1" [25 mm] Unless other traffic barriers are present, bollards shall be placed around access riser(s) in
non-traffic areas to prevent inadvertent loading by maintenance vehicles. Soil Place small amount of concrete [3,000 psi [20 MPa] (min)] to support and level manhole frame. DO NOT allow
manhole frame to rest upon riser. Riser Frame Cover 48" [1219 mm] Min. 12" [305 mm] Wrap Compressible Expansion Joint Material to a minimum 1-inch [25 mm] thickness around top of riser
to allow transfer of inadvertent loading from manhole cover to concrete slab. Backfill (90% Proctor Density) Concrete Concrete 8" [203 mm] Gravel Backfill Gravel Backfill Vent A 145"
[3683 mm] 145" [3683 mm] Inlet 22" [559 mm] OD Max Arched Baffle Octagonal Base Plate Structural Rail Pipe coupling by Contractor. 12" [305 mm] long Stub-out by Manufacturer. Plan View
Ø133" [Ø3378 mm] Section A-A STORMWATER TREATMENT SOLUTIONS Phone (888) 344-9044 www.aquashieldinc.com ™ Arched Baffle 32" [813 mm] OD Grade (Rim) Manhole Frame and Cover by Manufacturer.
(See Details) Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. Varies Riser Vent Structural Rail Swirl Inlet 114" [2896 mm] 68" [1727 mm] Backfill
(Sand or Crushed Stone) Bedding Undisturbed Soil 12" [305 mm] 24" [610 mm] Gravel Backfill shall extend at least 2 feet [610 mm] outward from Swirl Concentrator and for the full height
of the Swirl Concentrator (including riser) extending laterally to undisturbed soils. (See MH Detail Below) Swirl Outlet 4 1/2" [114 mm] Gravel Backfill 1/2" [13 mm] 1" [25 mm] Manhole
Frame & Cover Detail NTS For H-20 Traffic Loading Areas Concrete Paving 1" [25 mm] Wrap Compressible Expansion Joint Material to a minimum 1-inch [25 mm] thickness around top of riser
to allow transfer of traffic loading from manhole cover to concrete slab. Backfill (90% Proctor Density) Support and Level manhole frame with concrete pad. DO NOT allow manhole frame
to rest upon HDPE riser. Riser Frame Cover Gravel Backfill Concrete Paving 3" [76 mm] Typ. 12" [305 mm] 12" [305 mm] If traffic loading (H-20) is required or anticipated, a concrete
pad must be placed over the entire Stormwater Treatment System per concrete design as calculated by Engineer. Sample details of concrete pad available upon request. A Outlet 22" [559
mm] OD Max Pipe coupling by Contractor. 12" [305 mm] long Stub-out by Manufacturer. 98" [2489 mm] ™ Phone (888) 344-9044 Fax (423) 826-2112 2733 Kanasita Drive, Suite 111, Chattanooga,
TN 37343 A STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-4 Horseshoe HDPE Standard Detail AS-4 STD 03/20/15 Scale: Drawn By:
Document: Date: JCW 1:20 U.S. Patent No. 6524473 and other Patent Pending Aqua-Swirl High Density Polyethylene (HDPE) Stormwater Treatment System 66" [1676 mm] Vent 66" [1676 mm] Ø54"
[Ø1372 mm] Arched Baffle Inlet 12 3/4" [324 mm] OD Max Octagonal Base Plate Plan View Pipe coupling by Contractor. 12" [305 mm] long Stub-out by Manufacturer. * Please see accompanied
Aqua-Swirl specification notes. * See Site Plan for actual system orientation. **Orientation may vary from 90°, 180°, or custom angles to meet site conditions. 4 1/2" [114 mm] 1/2"
[13 mm] 1" [25 mm] Manhole Frame & Cover Detail NTS For Non-Traffic Areas Only Soil 1" [25 mm] Unless other traffic barriers are present, bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent loading by maintenance vehicles. Soil Place small amount of concrete [3,000 psi [20 MPa] (min)] to support and level manhole frame. DO NOT
allow manhole frame to rest upon riser. Riser Frame Cover 48" [1219 mm] Min. 12" [305 mm] Wrap Compressible Expansion Joint Material to a minimum 1-inch [25 mm] thickness around top
of riser to allow transfer of inadvertent loading from manhole cover to concrete slab. Backfill (90% Proctor Density) Concrete Concrete 8" [203 mm] Gravel Backfill Gravel Backfill STORMWATER
TREATMENT SOLUTIONS Phone (888) 344-9044 www.aquashieldinc.com ™ 68" [1727 mm] 104" [2642 mm] Swirl Inlet Arched Baffle Swirl Outlet Vent Riser 32" [813 mm] OD Grade (Rim) Manhole Frame
and Cover by Manufacturer. (See Details) Rim elevations to match finished grade. HDPE risers can be field cut by Contractor. Varies Backfill (Sand or Crushed Stone) Bedding Undisturbed
Soil 12" [305 mm] 24" [610 mm] Gravel Backfill shall extend at least 2 feet [610 mm] outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser)
extending laterally to undisturbed soils. (See MH Detail Below) Section A-A 4 1/2" [114 mm] Gravel Backfill 1/2" [13 mm] 1" [25 mm] Manhole Frame & Cover Detail NTS For H-20 Traffic
Loading Areas Concrete Paving 1" [25 mm] Wrap Compressible Expansion Joint Material to a minimum 1-inch [25 mm] thickness around top of riser to allow transfer of traffic loading from
manhole cover to concrete slab. Backfill (90% Proctor Density) Support and Level manhole frame with concrete pad. DO NOT allow manhole frame to rest upon HDPE riser. Riser Frame Cover
10" [254 mm] 10" [254 mm] Gravel Backfill Concrete Paving 3" [76 mm] Typ. If traffic loading (H-20) is required or anticipated, a concrete pad must be placed over the entire Stormwater
Treatment System per concrete design as calculated by Engineer. Sample details of concrete pad available upon request. A Outlet 12 3/4" [324 mm] OD Max Pipe coupling by Contractor.
12" [305 mm] long Stub-out by Manufacturer. 37 15/16" [963 mm] BEAR CREEK SOUTH C8.2 REVISIONS STORMWATER POLLUTION PREVENTION DETAILS STORMWATER POLLUTION PREVENTION DETAILS INDIANAPOLIS
- TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com STORMWATER BMP NATIVE PLANTINGS DO NOT MOW OR SPRAY DO NOT MOW OR SPRAY SIGN WET POND SHELF PLANTING SPECIFICATIONS:
GENERAL NOTES: TYPICAL POND CROSS SECTION W/ PLANTINGS LAKE #3 - LAKE OUTLET CONTROL STRUCTURE (STR.#622) LAKE #2 - LAKE OUTLET CONTROL STRUCTURE (STR.#615) LAKE #1 - LAKE OUTLET CONTROL
STRUCTURE (STR.#604) TYPICAL INSTALLATION INSTALLATION DETAILS SNOUT OIL-WATER-DEBRIS SEPARATOR STORM STR. #WQ1 (AQUA-SWIRL AS-10 STORMWATER QUALITY UNIT) STORM STR. #WQ2 (AQUA-SWIRL
AS-4 STORMWATER QUALITY UNIT) SEE SHEET C1.11 FOR POND AERATOR DETAILS 05/26/20 REVISIONS BEAR CREEK SOUTH C8.3 CONSTRUCTION DETAILS CONSTRUCTION DETAILSPRE CAST CONCRETE END SECTION
DOUBLE ROLL CURB INLET NO SWIMMING POND SAFETY SIGN BEDDING AND BACKFILL FOR SSD INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com TYPICAL STREET CROSS
SECTION A-A TYPICAL SWALE SECTION DOUBLE ROLL CURB INLET 2'x2' BOX INLET VEHICLE BARRIER POST 4' WIDE BOTTOM SWALE - CROSS-SECTION E-E LAKE #3 EMERGENCY SPILLWAY DETAIL CROSS-SECTION
C-C LAKE #1 EMERGENCY SPILLWAY DETAIL CROSS-SECTION A-A LAKE #2 EMERGENCY SPILLWAY DETAIL CROSS-SECTION B-B EMERGENCY OVERFLOW ROUTE BETWEEN LOTS 12 &13 TYPICAL CROSS SECTION D-D STORM
STR #610 DIVERSION MANHOLE DETAIL-PLAN VIEW STORM STR #627 DIVERSION MANHOLE DETAIL-PLAN VIEW 05/26/20 REVISIONS BEAR CREEK SOUTH C8.4 CONSTRUCTION DETAILS CONSTRUCTION DETAILS INDIANAPOLIS
- TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20 REVISIONS BEAR CREEK SOUTH C8.5 CARMEL DETAILS CARMEL DETAILS INDIANAPOLIS - TERRE HAUTE LAFAYETTE -
MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20 REVISIONS BEAR CREEK SOUTH C8.6 HCSO DETAILS HCSO DETAILS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com
05/26/20 REVISIONS BEAR CREEK SOUTH C8.7 CARMEL WATER SPECIFICATIONS CARMEL WATER SPECIFICATIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20
REVISIONS BEAR CREEK SOUTH C8.8 CARMEL WATER DETAILS CARMEL WATER DETAILS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20 REVISIONS BEAR
CREEK SOUTH C8.9 SANITARY SEWER DETAILS SANITARY SEWER DETAILS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20 REVISIONS BEAR CREEK SOUTH
C8.10 SANITARY SEWER SPECIFICATIONS SANITARY SEWER SPECIFICATIONS INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20 REVISIONS BEAR CREEK SOUTH
C8.11 CARMEL PAVING & CURB POLICY CARMEL PAVING & CURB POLICY INDIANAPOLIS - TERRE HAUTE LAFAYETTE - MUNCIE - NEW ALBANY www.hwcengineering.com 05/26/20
HeartBeat.txt [05/26/20 10:56:14] [Bear Creek South Construction Plans 3-12-20.xdl] Starting Job
[05/26/20 10:56:14] [Bear Creek South Construction Plans 3-12-20.xdl] Autorecognizing File Bear Creek South Construction Plans 3-12-20.xdl
[05/26/20 10:56:14] [Bear Creek South Construction Plans 3-12-20.xdl] Process ID is <19084>
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[05/26/20 10:57:46] [Bear Creek South Construction Plans 3-12-20.xdl] Publishing Complete
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[05/26/20 10:57:47] [Bear Creek South Construction Plans 3-12-20.xdl] Job Done
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