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EXTENSION OF THE WEST LINE OF DESCRIBED IN SAID TIMBER CREST BEND SUBDIVISION A DISTANCE OF 2.67 FEET TOT HE
SECTION LINE
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RIGHT -OF -WAY
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TELEPHONE RISER ------------ - - - - --
EDGE OF PAVEMENT
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WATER VALVE
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STORM CURB INLET W ,�
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WATER LINE
CONTACT.• SHIRLEY HUNTER
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STORM SEWER W /MANHOLE &END SECTION
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FIRE DEPARTMENT
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SANITARY SEWER W /MANHOLE
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CLEANOUT ® TREES &BUSHES
+ MONUMENT FOUND F-- ASPHALT
RIPRAP
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GRAVEL
CONCRETE
BUILDING
G EiLER,65%L NOTES
1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
REGULA TIONS.
2. UTILITIES ARE GRAPHICAL REPRESENTATION PER SURVEY AND MAPPING. CONTRACTOR SHALL FIELD
VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
b0o"' E -11\11 C H M A R[-'\00' INFORMATION
BM �1
HM 26 - MONUMENT SET AT THE INTERSECTION OF 126th ST. AND RIVER RD. MONUMENT IS SET IN 6"
PVC WITH A BEANS TEN LID
ELEV. = 746.80 (NGVD 29)
FLUUU1'LAI�! I fiFORMATIOIV ------
------- -
BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND DESCRIBED HEREON LIES WITHIN ZONE 'X' (AREAS
DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) AND IS NOT IN A SPECIAL FLOOD HAZARD AREA
AS PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR
HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NO. 18057CO227F, WHICH BEARS AN EFFECTIVE DATE
OF FEBRUARY 19, 2003.
LEGAL DESCRIPTION
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`� 16 WIDE ELECTRIC POLE I /� % .- I - / "Y PV 1 j . . 11 I
LINE EASEMENT I I Ei/ \ . Inv. In (SE) E1.= 795.62 I I
PUBLIC SERVICE COMPANY ; ---- /ii/ 1' /� Inv. In S E1.= 795.32 1
W OF INDIANA, INC. I I ,I /// -. ` O I I
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r INSTR. #8616757 I "I ��/ - } f -I .
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Storm Squire Inlet: /iii
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APART OF THE SOUTHEAST QUARTER OF SECTION TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) '� %% I 1 I '% /' `�� _ _ I `, I
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EAST; RUNNING THENCE SOUTH ON THE EAST LINE OF SAID QUARTER SECTION NINETEEN HUNDRED AND TWO 1902.0 FEET; � I `` t %" . . _- !
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THENCE WEST EIGHTEEN HUNDRED FIFTY -NINE AND SEVEN TENTHS 1859.7/1 FEET THENCE NORTH NINETEEN HUNDRED AND ;� : : � 1 I I f . 11
TEN 1910.0 FEET TO THE NORTH LINE OF SAID QUARTER SECTION; THENCE EAST ON THE NORTH LINE OF SAID QUARTER \" / I ; Storm Square Inlet ' I
( / _ .I 11 SECTION EIGHTEEN HUNDRED SEVENTY -TWO AND EIGHT TENTHS (1872.8) FEET TO THE PLACE OF BEGINNING. (CONTAINING I I Rim E1.= 800.16 / I
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81.66 ACRES MORE OR LESS) , . , �- _
I : Inv. Out (SE) E1.= 797.53 � .. . - - .I
EXCEPTION I I
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EXCEPTING THEREFROM THE PORTION OF REAL ESTATE CONVEYED TO ROBERT E. AND SANDRA A. FULLER BY CORPORATE I I - _ '�
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WARRANTY DEED RECORDED MARCH 31, 1994 AS INSTRUMENT N0. 945156 AND DESCRIBED AS FOLLOWS: I'; I
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A PART OF THE SOUTHEAST QUARTER OF SECTION TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) 1<, I I I 1. EAST, IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: ' ; ° I
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COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 28; THENCE ON AN ASSUMED I 1 1. BEARING OF SOUTH 00 DEGREES 22 DEGREES 15 SECONDS EAST ALONG THE EAST LINE OF SAID QUARTER SECTION A I /
I
DISTANCE OF 1500.16 FEET TO THE NORTHEAST CORNER OF THE TRACT OF LAND DESCRIBED IN DEED RECORD NO. 902720 Sanitary Manhole /r . . , -= -- I 1-11
IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AND THE BEGINNING POINT (SAID BEGINNING POINT I I I Rim EI.= 802.49 �i �! - - . -
BEING DISTANT 82.50 FEET NORTH FROM THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF _ , 1. 6 "� PVC I
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THE SOUTHEAST QUARTER OF SAID SECTION 28); THENCE SOUTH 89 DEGREES 34 MINUTES 20 SECONDS WEST ALONG THE I I Inv. (n. S = 797.01 ��`� I "~ I r' - - I 0.
NORTH LINE OF SAID TRACT OF LAND (INSTRUMENT N0. 902720) A DISTANCE OF 1049.93 FEET TO THE NORTHEAST I Inv. Out (W }= 79fi.8$ ' - . I
CORNER OF THE TRACT OF LAND DESCRIBED IN INSTRUMENT NO. 902717 IN SAID RECORDER'S OFFICE, THENCE SOUTH 00 ` I ." ,11,11
1 1
DEGREES 17 MINUTES 57 SECONDS EAST ALONG THE EAST LINE OF SAID TRACT OF LAND (INSTRUMENT NO. 902717) A I ( I \ . 11 DISTANCE OF 2.11 FEET TO THE NORTHEAST CORNER OF TIMER CREST BEND, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, I \ I ', _ ,• %
THE PLAT OF WHICH IS RECORDED IN PLAT CABINET 1, SLIDE 159 AS INSTRUMENT NO. 91 -7811 IN SAID RECORDER'S i i .. -
OFFICE SAID POINT ALSO BEING ON THE SOUTH LINE THE TRACT OF LAND DESCRIBED IN BOOK 351, PAGE 952 AS
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INSTRUMENT NO. 8515410 IN SAID RECORDERS OFFICE); THENCE NORTH 89 DEGREES 33 MINUTES 27 SECONDS EAST ALONG I I I >+ . - . t . . I -1 SAID SOUTH LINE A DISTANCE OF 1049.93 FEET TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 28 AND _ I - - r. 1 1
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THE SOUTHEAST CORNER OF THE TRACT OF LAND DESCRIBED IN SAID INSTRUMENT NO. 8515410; THENCE NORTH 00 I I =- i ., - - - -- --�-- - ��- -��" :� r P
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DEGREES 22 MINUTES 15 SECONDS WEST ALONG THE SAID EAST LINE A DISTANCE OF 1.84 FEET TO THE BEGINNING POINT. 1 . �." - , �,
I - - `. - 11 I
(CONTAINING 0.048 ACRES MORE OR LESS) I
ALSO, EXCEPTING THEREFROM THE PORTION OF REAL ESTATE CONVEYED TO ROBERT E. AND SANDRA A. FULLER BY
CORPORATE WARRANTY DEED RECORDED MARCH 31, 1994 AS INSTRUMENT NO. 945156 AND DESCRIBED AS FOLLOWS:
A PART OF THE SOUTHEAST QUARTER OF SECTION TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4)
EAST, IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 28; THENCE ON AN ASSUMED
BEARING OF SOUTH 00 DEGREES 22 DEGREES 15 SECONDS EAST ALONG THE EAST LINE OF SAID QUARTER SECTION A UTILITIES
DISTANCE OF 1902.00 FEET TO THE SOUTHEAST CORNER OF THE TRACT OF LAND DESCRIBED IN DEED RECORD 351, PAGE
952 AS INSTRUMENT N0. 8515410 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89
DEGREES 33 MINUTES 27 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 1471.83 FEET Note: Listed below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist.
TO THE BEGINNING POINT (SAID BEGINNING POINT THE NORTHWEST CORNER OF TIMBER CREST BEND, A SUBDIVISION IN
HAMILTON COUNTY, INDIANA, THE PLAT OF WHICH IS RECORDED IN PLAT CABINET 1, SLIDE 159 AS INSTRUMENT NO.
91 -7811 IN SAID RECORDER'S OFFICE); THENCE NORTH 15 DEGREES 35 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY
SEWER
WATER
ELECTRIC
EXTENSION OF THE WEST LINE OF DESCRIBED IN SAID TIMBER CREST BEND SUBDIVISION A DISTANCE OF 2.67 FEET TOT HE
CARMEL CITY UTIL1 TIES
CARMEL CITY U7I1 TIES
DUKE ENERGY
NORTH LINE OF THE TRACT OF LAND DESCRIBED IN INSTRUMENT NO. 902717 IN SAID RECORDER'S OFFICE, THENCE SOUTH
760 THIRD AVENUE SW
760 THIRD AVENUE SW
16475 SOUTHPARK DRIVE
89 DEGREES 37 MINUTES 13 SECONDS WEST ALONG SAID NORTH LINE AND PARALLEL WITH THE SOUGH LINE OF SAID
CARMEL, INDIANA 46032
CARMEL, INDIANA 46032
WESTFIELD, INDIANA 46074
SOUTHEAST QUARTER SECTION A DISTANCE OF 375.47 FEET TO THE NORTHWEST CORNER OF THE TRACT OF LAND
PHONE: (317) 571 -2634
PHONE: (317) 632 -9077 x291
PHONE: (317) 896 -6711
DESCRIBED IN SAID INSTRUMENT NO. 902717; THENCE SOUTH 00 DEGREES 22 MINUTES 15 SECONDS EAST ALONG THE WEST
FAX: (317) 571 -2642
FAX: (317) 571 -2642
FAX: (317) 896 -6712
LINE OF SAID TRACT OF LAND AND PARALLEL WITH THE EST LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 2.99 FEET
CONTACT ED WOLFE
CONTACT.• JOHN DUFFY
CONTACT.• SHIRLEY HUNTER
TO THE SOUTH LINE OF THE TRACT OF LAND DESCRIBED IN SAID INSTRUMENT NO. 8515410; THENCE NORTH 89 DEGREES
33 MINUTES 27 SECONDS EAST ALONG SAID SOUTH LINE A DISTANCE OF 376.17 FEET TO THE BEGINNING POINT.
GAS
FIRE DEPARTMENT
(CONTAINING 0.024 ACRES MORE OR LESS).
VECTREN ENERGY
CARMEL FIRE DEPARTMENT
P. 0 BOX 1700
TWO CIVIC SQUARE
NOBLESWLLE, INDIANA 46061 -1700
CARMEL, INDIANA 46032
PHONE: (317) 776 -5535
PHONE: (317) 571 -2600
FAX.- (317) 776 -5553
FAX. (317) 571 -2615
CONTACT CHUCK SHUPPERD
CONTACT GARY HOYT
NOTE: The underground utilities shown have been located from field survey information and existing drawings. The
surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either
in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in
the exact location indicated although the surveyor does certify that they are located as accurately as
possible from information available. The surveyor has not physically located the underground utilities.
PROJECT LOCATION_
SCALES 1 " =40'
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
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"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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16' WIDE ELECTRIC POLE LINE EASEMENT
---, i-�— PUBLIC SERVICE COMPANY OF INDIANA, INC.
INSTR. #8616757
NORTH VIEW CHRISTIAN LIFE CHURCH, INC.
INSTR. #8515410
EX. RIGHT -OF -WAY /
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SCALE: 1 " = 30'
RESERVED
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(12" X 18)
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ASPHALT PAVEMENT SECTION K1
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LEGEND
ASPHALT
` CONCRETE
STORM INLET
PROPOSED LEGEND
A MULCH SEEDING /LANDSCAPE AREAS
B STRUCTURE FOUNDATION - PER BUILDING PLANS
C STRAIGHT CONCRETE CURB
D 4" CONCRETE SIDEWALK
D 1
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G DECORA71VE CONCRETE (SEE ARCHITECTURAL PLANS /OWNER FOR DETAILS)
FULL DEPTH SA WCUT
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1" SURFACE #11, ON
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1 LINE, PAINTED, SOLID WHITE, 4"
2 LINE, PAINTED, SOLID BLUE, 4"
3 HANDICAP SYMBOL, PAINTED, SOLID BLUE, 4"
4 SIGNAGE (SEE DETAIL THIS SHEET)
1. ;,ONTRACTOR SHALL NOTIFY ENGINEER, IF PROOF ROLL OF SUBGRADE FAILS, TO DETERMINE IF LIME
STABILIZA 77ON OF SUBGRADE IS NECESSARY.
?. SIGNAGE SHALL INCLUDE ALL NECESSARY HARDWARE AND FITTINGS, INCLUDING 10 FT. OF 11 GAUGE
FLANGED CHANNEL SIGN POST.
J. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SIGNAGE VERFIY CONFLICTS WITH OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND PROVIDING ALL NECESSARY FLAGMAN,
BARRELS, SIGNAGE, ETC. DURING CONSTRUCTION. ALL APPLICABLE M.U. T. C.D. STANDARDS SHALL GOVERN
THIS WORK.
GENERAL NOTES
1. ;,ONTRACTOR SHALL NOTIFY ENGINEER, IF PROOF ROLL OF SUBGRADE FAILS, TO DETERMINE IF LIME
STABILIZA 77ON OF SUBGRADE IS NECESSARY.
?. SIGNAGE SHALL INCLUDE ALL NECESSARY HARDWARE AND FITTINGS, INCLUDING 10 FT. OF 11 GAUGE
FLANGED CHANNEL SIGN POST.
J. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SIGNAGE VERFIY CONFLICTS WITH OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND PROVIDING ALL NECESSARY FLAGMAN,
BARRELS, SIGNAGE, ETC. DURING CONSTRUCTION. ALL APPLICABLE M.U. T. C.D. STANDARDS SHALL GOVERN
THIS WORK.
�- 48' BETWEEN EXPANSION JOINTS (MAX.) �
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NOT TO SCALE
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EROSION CONTROL PLAN INDEX
PLAN ELEMENTS
A2 11 BY 17 INCH PLAT
THE 11X17 INCH PLAT HAS BEEN SUBMITTED TO THE RESPECTIVE SOILS AND WATER CONSERVATION DISTRICT.
A3 PROJECT NARRATIVE
THE PROJECT INVOLVES THE CONSTRUCTION OF A 223 SPACE PARKING LOT . THE PROJECT IS LOCATED AT THE
SOU711 WEST CORNER OF 131ST AND HAZELDELL PARKW ✓A Y . STREETS, PARKING AND WALKS NECESSARY FOR THE
DEVELOPMENT SHALL BE CONSTRUCTED AS PART OF THE CONSTRUCTION PLANS HEREIN. DRAINAGE WILL SHEET FLOW INTO
AN EXISTING DETENTION POND LOCATED AT THE SOUTHEAST CORNER OF THE SUBJECT PARCEL. WATER, SANITARY,
TELEPHONE, CABLE, GAS, AND ELECTRIC UTILITIES ALREADY SERVE THE PROPERTYL. CONSTRUCTION IS ANTICIPATED TO
BEGIN IN THE SPRING 2007.
A4 VICINITY MAP
THE VICINITY MAP IS LOCATED ON THE RIGHT PORTION OF THE EROSION CONTROL DETAILS (THIS SHEET).
LATITUDE N39'58.6 79' LONGITUDE W86#4.247'
A5 LEGAL DESCRIP7ION
THE LEGAL DESCRIPTION OF THE PROJECT SITE IS LOCATED IN THE LCWER RIGHT QUADRANT OF THE EROSION CONTROL
DETAILS (THIS SHEET).
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS
ALL PERTINENT L 0 T INJ=ORMA TION IS INCLUDED ON THE PLAN VIEW OF THE EROSION CONTROL PLAN (SHEET 500).
ANTICIPATED UTILITIES, AND STRUCTURES ARE DEPICTED AS WELL.
A7 HYDROLOGIC UNIT CODE
THE HYDROLOGIC UNIT CODE FOR THE REPRESENTED WATERSHED OF THIS PROJECT IS: 05120201090020
A8 STATE AND /OR FEDERAL WATER QUALITY PERMITS
NO STATE Or FEDERAL WATER QUALITY PERMITS ARE REQUIRED FOR THIS PROJECT.
A9 STORMWATER DISCHARGE
STORMWATER DISCHARGE SHALL LEAVE THE S17E VIA A 15 "0 CMP AT THE SOUTHEAST CORNER OF THE PROPERTY.
A10 WETLANDS, LAKES AND WATER COURSES.
THERE ARE NO POTENTIAL WETLAND AREAS LOCATED WITHIN THE PROJECT SITE, NOR SHALL ANY POTENTIAL WETLAND
AREAS BE DISTURBED AS A RESULT OF CONSTRUCTION.
All RECEIVING WATERS
THE RECEIVING WATER FOR THIS PROJECT IS MI TCHNER DITCH.
Al2 POTENTIAL DISCHARGES TO GROUND WATER
THERE ARE NO POTENTIAL LOCATIONS WHERE STORMWATER MAY ENTER THE GROUNDWATER.
A13 100 YEAR FLOOD PLAINS), FLOOD WA YS AND FLOODWA Y FRINGES
BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND DESCRIBED HEREON LIES WITHIN ZONE 'X' (AREAS DETERMINED TO BE
OUTSIDE 500 -YEAR FLOODPLAIN) AND IS NOT IN A SPECIAL FLOOD HAZARD AREA AS PLOTTED ON THE FEDERAL
EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NO.
18057CO227F, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003.
A14 POST - CONSTRUCTION PEAK DISCHARGE
QPOST MAX. (10 YEAR) = 46.41 CFS (INFLOW TO DETENTION PONDS)
QPOST MAX. (10 YEAR) = 11.20 CFS (OUTFLOW FROM DETENTION PONDS)
A15 ADJACENT LANDUSE
THE ADJACENT LANDUSES ARE LABELED ON THE EROSION CONTROL PLAN (SHEET 500).
A16 DISTURBED AREAS
THE CONSTRUCTION LIMITS (BOUNDARY OF DISTURBED AREA) ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500).
A17 EXISTING VEGETA T! VE COVER
THE EXISTING SITE 1S PRIMARILY WELL MAINTAINED GRASS THE SITE HAS EXISTING ACCESS ROADS, MULTIPLE BUILDINGS,
AND AN EXISTING PARKING LOT.
A18 SOILS MAP AND DESCRIPTIONS
THE SOILS MAP AND ALL PERTINENT SOIL TYPE INFORMATION ARE LOCATED AT THE UPPER RIGHT QUADRANT OF THE
EROSION CONTROL DETAILS (THIS SHEET).
A19 PROPOSED STORM WA TER SYSTEMS
THERE ARE NO PROPOSED STORMWATER SYSTEMS
A20 OFF-SITE CONSTRUCTION ACTIVITIES
NO OFFSITE ACTIVITIES MLL TAKE PLACE WITHIN THIS PROJECT.
A21 SOIL STOCKPILES, BORROW /DISPOSAL AREAS
TOPSOIL SHALL BE STOCKPILED IN A CONVENIENT LOCATION (AS DETERMINED BY THE OWNER AND /OR CONTRACTOR)
WITHIN THE CONSTRUCTION SITE AS SHOWN ON THE EROSION CONTROL PLAN (SHEET 500).
A22 EXISTING SITE TOPOGRAPHY
EXISTING ONE -FOOT CONTOURS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500).
A23 PROPOSED SITE TOPOGRAPHY
PROPOSED ONE -FOOT CONTOURS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500).
STORMWATER POLLUTION PREVENTION - DURING CONSTRUCTION
B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
THERE IS A P07EN71AL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY INCLUDING DIESEL FUEL, HYDRAULIC
FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. IT IS UNAVOIDABLE FOR A SMALL
AMOUNT OF THESE POLLUTANTS TO CONTAMINATE SOIL IN THE GRADING AND CONSTRUCTION OF THE SIZE SEDIMENT
POLLUTION FROM SITE DISTURBING ACTIVITIES SHALL BE ,REMEDIED BY EROSION CONTROL MEASURES (SEE FOLLOWING
SECTIONS).
B2 SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATION
THE CONSTRUCTION SEQUENCE & SCHEDULE OF EROSION CONTROL MEASURE IMPLEMENTATION IS LOCATED IN THE UPPER
MIDDLE OF THE EROSION CONTROL DETAILS (THIS SHEET).
B3 CONSTRUCTION ENTRANCE
THE CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT THE NORTH SECTION OF THE PROJECT OFF OF 131ST STREET
AT THE LOCATION OF AN EXISTING GRAVEL DRIVE. SPECIFICATIONS AND DETAILS ARE LOCATED ON THE EROSION CONTROL
SHEET (SHEET 500).
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500).
SPECIFICATIONS AND DETAILS ARE LOCATED ON THE EROSION CONTROL DETAILS (THIS SHEET).
B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
.SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET
500). SPECIFICATIONS AND DETAILS ARE LOCATED ON THE EROSION CONTROL DETAILS (THIS SHEET).
B6 STORM SEWER INLET PROTECTION MEASURES
STORM SEWER INLET PROTECTION MEASURES ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500). SPECIFICATIONS
AND DETAILS ARE LOCATED ON THE EROSION CONTROL DETAILS (THIS SHEET).
B7 RUNOFF CONTROL MEASURES
RUNOFF CONTROL MEASURES ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500). SPECIFICATIONS AND DETAILS
ARE LOCATED ON THE EROSION CONTROL DETAILS (THIS SHEET).
B8 STORMWATER OUTLET PROTEC71ON MEASURES
STORMWATER OUTLET PROTECTION MEASURES ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500). SPECIFICATIONS
AND DETAILS ARE LOCATED ON THE EROSION CONTROL DETAILS (THIS SHEET).
B9 GRADE STABILIZATION STRUCTURES
NO GRADE STABILIZATION STRUCTURES ARE REQUIRED FOR THIS PROJECT.
B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE EACH STORMWATER
QUALITY MEASURE IS SHOWN ON THE EROSION CONTROL PLAN (SHEET 500) AND ASSOCIATED DETAILS /SPECIFICATIONS
ARE SHOWN ON THE EROSION CONTROL DETAILS (THIS SHEET).
B l l TEMPORARY SURFACE STABILIZATION
TEMPORARY SURFACE STABILIZATION METHODS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500) AND DETAILED
ON THE EROSION CONTROL DETAILS (THIS SHEET).
B12 PERMANENT SURFACE STABILIZATION
PERMANENT SURFACE STABILIZATION METHODS ARE SHOWN ON THE EROSION CONTROL PLAN (SHEET 500) AND DETAILED
ON THE EROSION CONTROL DETAILS (THIS SHEET).
B13 MATERIAL HANDLING AND SPILL PREVENTION
SPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILLGUARDS FOR EQUIPMENT FUELING AND SERVICING
OPERATIONS. SPILLGUARDS SHALL BE 3'X3'X6" AND SHALL BE CONSTRUCTED OF A MATERIAL RESISTANT PETROLEUM
PRODUCTS (INCLUDING DIESEL FUEL AND OIL). ON -SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGE
CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE ANY HAZARDOUS MATERIAL SPILLAGE SHALL BE COLLECTED
AND /OR CLEANED IMMEDIATELY BY A TRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS
INDIANA DEPARTMENT OF NATURAL RESOURCES (317) 233 -3870
CITY OF CARMEL FIRE DEPARTMENT (317) 571 -2716
B14 MONITORING AND MAINTENANCE GUIDELINES
MONITORING AND MAINTENANCE GUIDELINES ARE LOCATED IN THE LEFT QUADRANT OF THE EROSION CONTROL DETAILS
(THIS SHEET).
B15 EROSION & SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
NOT APPLICABLE, AS THIS IS TO BE DEVELOPED AS A PARKING LOT.
STORMWATER POLLUTION PREVENTION - POST CONSTRUCTION
Cl PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE
POTENTIAL POLLUTANTS INCLUDE PETROLEUM PRODUCTS AND ANTIFREEZE FROM AUTOMOBILES USING THE PARKING AREAS;
AND SEDIMENT.
C2 STORMWATER QUALITY MEASURE IMPLEMENTATION
STORMWATER QUALITY MEASURES ARE IMPLEMENTED BY CONSTRUCTION OF THE S1 7E IMPROVEMENTS
C3 PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES
POST CONSTRUCTION STORMWA7ER QUALITY MEASURES SHALL CONSIST OF TWO DETENTION PONDS, FOR DETENTION AND
WATER QUALITY PURPOSES.
C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE
THE LOCATION OF THE WATER QUALITY MEASURE IS AT THE NORMAL POOL ELEVATION AS DETAILED IN CONSTRUCTION
PLANS.
C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITY MEASURES
THE PROPOSED DETENTION PONDS SHALL BE INSPECTED QUARTERLY FOR ANY PLUGGING OF THE DETENTION OUTLET PIPE.
THE DETENTON OUTLET PIPE SHALL BE CLEARED OF ANY OBSTRUCTIONS. THE POND DEPTH SHALL BE MEASURED
ANNUALLY AT THE CENTER OF THE POND.
MONITORING AND MAINTENANCE GUIDELINES
GRAVEL CONSTRUCTION DRIVE AND PARKING AREA:
A. INSPECT WEEKLY AND AFTER EACH STORM EVENT AND LOG CONDITION PER DNR.
TOPSOIL:
A. INSPECT WEEKLY UNTIL VEGETA7ION IS ESTABLISHED AND LOG CONDITION PER DNR.
TEMPORARY AND PERMANENT SEEDING:
A. INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
B. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
C. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILIZING, OVER- OR RE- SEEDING,
AND MULCHING.
D. IF PLANT COVER IS SPARSE OR PATCHY, REVIEW THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE
CONDITION, AND MULCHING, REPAIR THE AFFECTED AREA EITHER BY OVER - SEEDING OR BY RE- SEEDING AND
MULCHING AFTER RE- PREPARING THE SEED BED.
E IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS
F. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
RECOMMENDA TIONS
G. REFERENCE INDOT SPECIFICATION 621.05.
MULCHING:
A. INSPECT AFTER STORM EVENTS TO CHECK FOR MOVEMENT OF MULCH OR FOR EROSION.
B. IF WASHOUT, BREAKAGE, OR EROSION IS PRESENT, REPAIR THE SURFACE, THEN RE -SEED, RE- MULCH, AND, IF
APPLICABLE, INSTALL NEW NETTING.
C. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
D. REFERENCE INDOT SPECIFICATION 621.05.
EROSION CONTROL BLANKET:
A. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
B. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE
AREA, AND RE -LAY AND STAPLE THE BLANKET.
C. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY
SILT FENCE:
A. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
B. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED
PORTION IMMEDIATELY.
C REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS
CAUSING THE FABRIC TO BULGE.
D. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT
E AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE AND STABILIZE
CURB INLET PROTECTION:
A. INSPECT THE SANDBAG INLET PROTECTION PERIODICALLY AND AFTER EACH STORM EVENT.
B. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE SANDBAGS AT THE LOWEST POINT.
C. REMOVE THE SANDBAG INLET PROTECTION AND SEDIMENT DEPOSITS AFTER CONTRIBUTING DRAINAGE AREA IS
STABILIZED.
RIPRAP:
A. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES, ESPECIALLY
DOWNSTREAM OR DOWNSLOPE.
FABRIC DROP INLET PROTECTION:
A. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY.
B. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR
UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL.
C. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL
CONSTRUCTION MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN
STABILIZE.
CONSTRUCTION SEQUENCE &SCHEDULE OF EROSION CONTROL IMPLEMENTATION
1 SILT FENCE AND /OR STRAW BALES SHALL BE PLACED AROUND EXISTING STRUCTURES AND IN DITCHES AS
SHOWN IN THESE PLANS BEFORE ANY LAND DISTURBING ACTI W TIES ARE STARTED.
2 SCHEDULE A PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY SWCD 48 HOURS PRIOR TO START OF
EARTH WORK.
J. CONSTRUCT TEMPORARY GRAVEL ENTRANCE IN ACCORDANCE WITH THE "INDIANA HANDBOOK FOR EROSION
CONTROL IN DEVELOPING AREAS." ALL OTHER EROSION CONTROL MEASURES AND DETENTION AREAS SHALL BE
INSTALLED AND CONSTRUCTED AS SHOWN AT THE BEGINNING OF THE PROJECT.
4. STRIP TOPSOIL AND STOCKPILE AS SHOWN.
5. ROUGH GRADE SITE DISTURBED AREAS SHOULD BE SEEDED IMMEDIATELY FOLLOWING ROUGH GRADING. AREAS
THAT WILL NOT BE DISTURBED AGAIN SHOULD BE PERMANENTLY SEEDED. NO UNVEGETATED AREAS SHOULD BE
EXPOSED FOR MORE THAN SEVEN DAYS
6. PLACE DRAINAGE STRUCTURES. EROSION CONTROL MEASURES SHALL BE PLACED AROUND PROPOSED
STRUCTURES AS SOON AS THEY ARE IN PLACE AND UNTIL VEGETATION IS SECURE.
7 FINAL GRADE SITE. ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURERS
RECOMMENDA 71ONS AS SOON AS FINAL GRADING IS COMPLETE
8. FINAL PAVING OPERATIONS. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
VEGETA 7T ON IS SECURE.
GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH IDEM
GENERAL PERMIT RULES FOR STORM WATER RUNOFF FROM CONSTRUCTION SITES
1. ALL EROSION CONTROL PRAC77CES SHALL BE IN ACCORDANCE WITH THE 1DNR "INDIANA Hondbook for Erosion CONTROL
IN DEVELOPING AREAS" DATED OCTOBER 1992 AND THE SCS "FIELD OFFICE TECHNICAL GUIDE"
2. THE EROSION CONTROL MEASURES INCLUDED IN THIS PLAN SHALL BE INSTALLED PRIOR TO INITIAL LAND
DISTURBANCE AC77VI77ES OR AS SOON AS PRACTICAL. SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM
THE PROJECT SITE BY INSTALLING AND MAINTAINING SILT FENCE, STRAW BALES, SEDIMENT BASINS, ETC. AS SHOWN
ON THIS PLAN. IF SHOWN ON THIS PLAN, ENERGY - DISSIPATION DEVICES OR EROSION CONTROL AT THE OUTFALL OF
THE STORM SEWER SYSTEM SHALL BE INSTALLED AT THE TIME OF THE CONSTRUCTION OF THE OUTFALL.
J. ALL ON -SITE STORM DRAIN INLETS SHALL BE PROTECTED AGAINST SEDIMENTATION WITH STRAW BALES, FILTER
FABRIC, OR EQUIVALENT BARRIERS AS SHOWN ON THIS PLAN.
4. EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS OR 07HER CIRCUMSTANCES BEYOND THE CONTROL OF
THE CON 7RA CTOR /DEVELOPER APPROPR!A T F EROSION CONTROL PRACTICES WILL BE I NI TI A TED WITHIN (7) SEVEN
DAYS OF THE LAST LAND DISTURBING ACTIVITY AT THE SITE THE SITE SHALL BE STABILIZED BY SEEDING, SODDING,
MULCHING, COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL MEASURES.
5. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE.
ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF A
QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL AND FOLLOWING THE PLANS AND SPECIFICATIONS
INCLUDED HEREIN.
6. DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT BASINS AND OTHER EROSION CONTROL MEASURES
SHALL BE MAINTAINED BY THE CONTRACTOR. AT THE COMPLE77ON OF CONSTRUCTION, THE CONTRACTOR SHALL
COORDINATE THE TRANSFER OF REQUIRED MAINTENANCE RESPONSIBILITIES WITH THE OWNER.
7. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF
ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA W TH WATER. CLEARED SEDIMENT SHALL BE
RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION.
8. HE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE S17E
IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE AC71ON OF WINDS, STORM WATER
RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING
MATERIALS APPROPRIATE TO THE NATURE OF THE WA57E OR MATERIAL 15 REQUIRED.
9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY AGENCIES.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED BY
STATE OR COUNTY OFFICIALS
SLOPE CHECK
POST, 1 11 ,BACKFILL
I-
0
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275
250
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SUI TABLE pH
SITE SUITABILITY
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ANNUAL RYEWASS
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SHORELINE
JOINING FENCES
STAPLE PATTERN DETAIL
PERMANENT SEED MIXTURES
SPECIES
1.5'
SUI TABLE pH
SITE SUITABILITY
DROUGHTY
DRAINED
WET
1.5'
SPRING OATS
20"44
3 BU.
CQtig SEED 1' DEEP
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TALL FESCUE
EMERALD CROWN VETCH **
35
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1 STAPLE
1.5 STAPLES
2 STAPLES
3.5 STAPLES
FESTUCA RUBRA
PER SYD
1
PER SYD
40
PER SYD
PER SYD
2
1
EROSION
CONTROL BLANKET
40
JOINING FENCES
STAPLE PATTERN DETAIL
PERMANENT SEED MIXTURES
SPECIES
SEEDING RA TE
LBS /ACRE LBS 11000 SFT.
SUI TABLE pH
SITE SUITABILITY
DROUGHTY
DRAINED
WET
LEVEL AND SLOPING, OPEN AREAS
SPRING OATS
2.3 LBS
3 BU.
CQtig SEED 1' DEEP
ANNUAL RYEWASS
1.0 LBS
TALL FESCUE
35
8
5.5 - 8.3
2
1
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TALL FESCUE
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EMERALD CROWN VETCH **
35
10
8
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5.5 - 8.3
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LAWNS AND HIGH MAINTENANCE AREAS
FESTUCA RUBRA
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40
9
5.8 - 7.5
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1
20 -25
CREEPING RED FESCUE
40
9
S
KENTUCKY BLUEGRASS
POA PROIINSIS
2
PERENNIAL R YEGRASS
(TURF TYPE)
170
24
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1
1
1
TALL FESCUE
170
4
5.5 - 8.3
2
1
2
1- PREFERRED 2- WILL TOLERA TE ** - INNOCULA TE WITH SPECIFIC INNOCULANTS
RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY)
1 GOOD T - TOLERANCE
2 MEDIUM MT - MEDIUM TOLERANCE
- NOT TOLERANT S - SLIGHT TOLERANCE
SEEDBED PREPARA 71ON
APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
APPLY 23 LBS. OF 12 -12 -12 ANALYSIS FER 71LIZER (OR EQUIVALENT) PER
1,000 SQ. FT. (APPROXIMA TEL Y 1,000 LBS PER ACRE) OR FER77LIZE ACCORDING
TO TEST. APPLICATION OF 150 LBS OF AMMONIUM NITRATE ON AREAS LOW IN
ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
WORK THE FERTILIZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES
WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS
POSSIBLE.
FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF INDOT
STANDARD SPECIFICATIONS 1995.
SEEDING
SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE
CONSIDERING BEST SEEDING DATES.
WHEA T OR RYE
SPRING OATS
ANNUAL RYEGRASS
TEMPORARY SEEDING DATES
PERMANENT SEEDING DA
NON - IRRIGATED #
IRRIGATED
DORMANT SEEDING*
IRRIGA77ON NEEDED DURING THIS PERIOD. TO CONTROL
EROSION AT TIMES OTHER THAN IN THE SHADED AREAS,
USE MULCH.
* -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS
IF MULCH 1S APPLIED.
** - fNCREASE SEEDING APPLICAT70N BY 5090.
TEMPORARY SFFDIN(;_S
KIND OF SEED
PER 1, 000 SO. FT
PER ACRE
w
WHEAT OR RYE
3.5 LBS
2 BU.
COVER SEED r TO 1 172-; DEEP
SPRING OATS
2.3 LBS
3 BU.
CQtig SEED 1' DEEP
ANNUAL RYEWASS
1.0 LBS
40 LBS
COVER SEED 1 4 DEP '
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LOLIUM PERENNE
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-
1
1
2
-
-
LOW
1
5 -10
24
14 -21
T
CORANILLA VARIA
RED CLOVER
7RIFOLIUM PRA TENSE
_
1
_
2
_
_
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1
7 -10
18
5 -10
S
S
RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY)
1 GOOD T - TOLERANCE
2 MEDIUM MT - MEDIUM TOLERANCE
- NOT TOLERANT S - SLIGHT TOLERANCE
SEEDBED PREPARA 71ON
APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
APPLY 23 LBS. OF 12 -12 -12 ANALYSIS FER 71LIZER (OR EQUIVALENT) PER
1,000 SQ. FT. (APPROXIMA TEL Y 1,000 LBS PER ACRE) OR FER77LIZE ACCORDING
TO TEST. APPLICATION OF 150 LBS OF AMMONIUM NITRATE ON AREAS LOW IN
ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
WORK THE FERTILIZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES
WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS
POSSIBLE.
FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF INDOT
STANDARD SPECIFICATIONS 1995.
SEEDING
SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE
CONSIDERING BEST SEEDING DATES.
WHEA T OR RYE
SPRING OATS
ANNUAL RYEGRASS
TEMPORARY SEEDING DATES
PERMANENT SEEDING DA
NON - IRRIGATED #
IRRIGATED
DORMANT SEEDING*
IRRIGA77ON NEEDED DURING THIS PERIOD. TO CONTROL
EROSION AT TIMES OTHER THAN IN THE SHADED AREAS,
USE MULCH.
* -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS
IF MULCH 1S APPLIED.
** - fNCREASE SEEDING APPLICAT70N BY 5090.
TEMPORARY SFFDIN(;_S
KIND OF SEED
PER 1, 000 SO. FT
PER ACRE
REMARKS
WHEAT OR RYE
3.5 LBS
2 BU.
COVER SEED r TO 1 172-; DEEP
SPRING OATS
2.3 LBS
3 BU.
CQtig SEED 1' DEEP
ANNUAL RYEWASS
1.0 LBS
40 LBS
COVER SEED 1 4 DEP '
* NOT NECESSARY WHERE MULCH IS APPLIED.
GROUN
LINE EXISTING
SOIL
FILTER FABRIC 6" WHEN 6° TRENCH �EN JOINING TWO OR MORE
EXTENDS INTO TRENCH SILT FENCES TIE THE TWO
END POSTS TOGETHER WITH
EXISTING NYLON CORDS.
SILT FENCE DETAIL
NOT TO SCALE
SOIL MAP AND DESCRIPTION
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
INSTRUMENT NUMBER 8515410 1DEED RECORD 351, PAGE 952
MIAMI SILT LOAM (Mm.B2)
THIS GENTLY SLOPING SOIL IS ALONG DRAINAGEWAYS THAT CROSS
AREAS OF SOMEWHAT POORLY DRAINED CROSBY SOILS.
SLOPES ARE 2 TO 6 PERCENT. RUNOFF IS MEDIUM. MODERATE
EROSION IS THE MAIN LIMITATION.
SHOALS SILT LOAM (Shy
THIS NEARLY LEVEL SOIL IS ON NARROW FLOOD PLAINS ALONG
MEANDERING STREAMS AND IN LOW - LYING, WEAKLY DEFINED
DRAINAGEWAYS OF LARGE RIVER BOTTOM LANDS.
SLOPES ARE 0 TO 2 PERCENT. RUNOFF IS SLOW. FLOODING AND
WETNESS IS THE MAIN LIMITATION.
A PART OF THE SOUTHEAST QUARTER OF SEC71ON TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST, • RUNNING THENCE SOUTH
ON THE EAST LINE OF SAID QUARTER SECTION NINETEEN HUNDRED AND TWO (1902.0) FEET, • THENCE WEST EIGHTEEN HUNDRED FIFTY -NINE AND SEVEN
TENTHS (1859.7) FEET; THENCE NORTH NINETEEN HUNDRED AND TEN (1910.0) FEET TO THE NORTH LINE OF SAID QUARTER SECTION, THENCE EAST ON THE
NORTH LINE OF SAID QUARTER SECTION EIGHTEEN HUNDRED SEVENTY -TWO AND EIGHT TENTHS (1872.8) FEET TO THE PLACE OF BEGINNING. (CONTAINING
81.66 ACRES MORE OR LESS)
EXCEPTION
EXCEPTING THEREFROM THE PORTION OF REAL ESTATE CONVEYED TO ROBERT E. AND SANDRA A. FULLER BY CORPORATE WARRANTY DEED RECORDED MARCH
31, 1994 AS INSTRUMENT NO. 945156 AND DESCRIBED AS FOLLOWS:
A PART OF THE SOUTHEAST QUARTER OF SECTION TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST, IN HAMILTON COUNTY,
INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SEC77ON 28, THENCE ON AN ASSUMED BEARING OF SOUTH 00 DEGREES 22
DEGREES 15 SECONDS EAST ALONG THE EAST LINE OF SAID QUARTER SECTION A DISTANCE OF 1500.16 FEET TO THE NORTHEAST CORNER OF THE TRACT OF
LAND DESCRIBED IN DEED RECORD NO. 902720 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AND THE BEGINNING POINT (SAID
BEGINNING POINT BEING DISTANT 82.50 FEET NORTH FROM THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SAID SECTION 28); THENCE SOUTH 89 DEGREES 34 MINUTES 20 SECONDS WEST ALONG THE NORTH LINE OF SAID TRACT OF LAND (INSTRUMENT
NO. 902720) A DISTANCE OF 1049.93 FEET TO THE NORTHEAST CORNER OF THE TRACT OF LAND DESCRIBED IN INSTRUMENT NO. 902717 IN SAID
RECORDER'S OFFICE, THENCE SOUTH 00 DEGREES 17 MINUTES 57 SECONDS EAST ALONG THE EAST LINE OF SAID TRACT OF LAND (INSTRUMENT NO. 902717)
A DISTANCE OF 2.11 FEET TO THE NORTHEAST CORNER OF 77MER CREST BEND, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, THE PLAT OF WHICH IS
RECORDED IN PLAT CABINET 1, SLIDE 159 AS INSTRUMENT NO. 91 -7811 IN SAID RECORDER'S OFFICE (SAID POINT ALSO BEING ON THE SOUTH LINE THE
TRACT OF LAND DESCRIBED IN BOOK 351, PAGE 952 AS INSTRUMENT NO. 8515410 IN SAID RECORDERS OFFICE); THENCE NORTH 89 DEGREES 33 MINUTES 27
SECONDS EAST ALONG SAID SOUTH LINE A DISTANCE OF 1049.93 FEET TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SEC77ON 28 AND THE
SOUTHEAST CORNER OF THE TRACT OF LAND DESCRIBED IN SAID INSTRUMENT NO. 8515410, THENCE NORTH 00 DEGREES 22 MINUTES 15 SECONDS WEST
ALONG THE SAID EAST LINE A DISTANCE OF 1.84 FEET TO THE BEGINNING POINT. (CONTAINING 0.048 ACRES MORE OR LESS)
ALSO, EXCEPTING THEREFROM THE PORTION OF REAL ESTATE CONVEYED TO ROBERT E AND SANDRA A. FULLER BY CORPORATE WARRANTY DEED RECORDED
MARCH 31, 1994 AS INSTRUMENT NO. 945156 AND DESCRIBED AS FOLLOWS.
A PART OF THE SOUTHEAST QUARTER OF SECTION TWENTY -EIGHT (28), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST, IN HAMILTON COUNTY,
INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 00 DEGREES 22
DEGREES 15 SECONDS EAST ALONG THE EAST LINE OF SAID QUARTER SECTION A DISTANCE OF 1902.00 FEET TO THE SOUTHEAST CORNER OF THE TRACT OF
LAND DESCRIBED IN DEED RECORD 351, PAGE 952 AS INSTRUMENT NO. 8515410 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE
SOUTH 89 DEGREES 33 MINUTES 27 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 1471.83 FEET TO THE BEGINNING
POINT (SAID BEGINNING POINT THE NORTHWEST CORNER OF TIMBER CREST BEND, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, THE PLAT OF WHICH IS
RECORDED IN PLAT CABINET 1, SLIDE 159 AS INSTRUMENT NO. 91 -7811 IN SAID RECORDER'S OFFICE), THENCE NORTH 15 DEGREES 35 MINUTES 18 SECONDS
WEST ALONG THE NORTHERLY EXTENSION OF THE WEST LINE OF DESCRIBED IN SAID TIMBER CREST BEND SUBDIVISION A DISTANCE OF 2.67 FEET TOT HE
NORTH LINE OF THE TRACT OF LAND DESCRIBED IN INSTRUMENT NO. 902717 IN SAID RECORDER'S OFFICE; THENCE SOUTH 89 DEGREES 37 MINUTES 13
SECONDS WEST ALONG SAID NORTH LINE AND PARALLEL WITH THE SOUGH LINE OF SAID SOUTHEAST QUARTER SECTION A DISTANCE OF 375.47 FEET TO THE
NORTHWEST CORNER OF THE TRACT OF LAND DESCRIBED IN SAID INSTRUMENT NO. 902717, THENCE SOUTH 00 DEGREES 22 MINUTES 15 SECONDS EAST
ALONG THE WEST LINE OF SAID TRACT OF LAND AND PARALLEL WITH THE EST LINE GF SAID SOUTHEAST QUARTER A DISTANCE OF 2.99 FEET TO THE SOUTH
LINE OF THE TRACT OF LAND DESCRIBED IN SAID INSTRUMENT NO. 8515410, THENCE NORTH 89 DEGREES 33 MINUTES 27 SECONDS EAST ALONG SAID SOUTH
LINE A DISTANCE OF 376.17 FEET TO THE BEGINNING POINT. (CONTAINING 0.024 ACRES MORE OR LESS).
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1. SCOPE OF WORK
A. Extent: The work required under this section consists of all excavating, filling, rough grading and
related items necessary to complete the work indicated on the drawings and described in the
specifications. The Contractor shall notify in writing the Owner and the Engineer of any changes,
errors or omissions found on the plans or in the field, before work is started or resumed.
1. In general, the items of work to be performed under this section shall include clearing and
grubbing, removal of trees and stumps, stripping and storage of topsoil, fill compaction and
rough grading of entire site. All trees shall be removed unless otherwise noted in plans or
directed by Owner.
2. Excavated material that is suitable may be used for fills. All unsuitable material and oil surplus
excavated material not required shall be removed from the site. The location of dump and
length of haul shall be the Contractor's responsibility.
3. Provide and place any additional fill material from off the site as may be necessary to produce
the grades required. Fill obtained from off site shall be of kind and quality as specified for fills
herein and the source approved by the Owner.
4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris
from the site prior to starting excavation.
2. BENCH MARKS
A. Maintain carefully all bench marks, monuments and other reference points, if disturbed or destroyed,
Contractor shall contact Engineer.
J. REMOVAL OF TREES
A. The integrity of the topographic features (including trees) shall be persevered as much as possible The
contractor shall coordinate with owner and /or engineer prior to clearing the site for construction.
B. All brush, stumps, wood and other refuse from the trees removed shall be hauled to disposal areas off
of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where
applicable).
4. HANDLING OF TOPSOIL
A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking
areas. Pile end store topsoil at a location where it will not interfere with construction operations.
Topsoil shall be reasonable free from subsoil, debris, weeds, grass, stones, etc.
B. After completion of site grading and subsurface utility installation, topsoil shall be replaced in areas
designated on the erosion control plan for seeding and/ or sodding. Any remaining topsoil shall be
used for finished grading around structures and landscaping areas.
5. DISPOSITION OF UTILITIES
A. Rules and regulations governing the respective utilities shall be observed in executing all work under this
section.
B. if active utilities are encountered but not shown on the drawings, the Engineer shall be advised before
work is continued.
C. inactive and abandoned utilities encountered in excavating and grading operations shall be reported to
the Engineer. They shall be removed, plugged or capped as directed by the Utility Company or the
Engineer.
D. It shall be the responsibility of each contractor to verity all existing utilities and conditions pertaining
to his phase of the work. It shall also be the Contractor's responsibility to contact the owners of the
various utilities before work is started.
6. SITE GRADING
A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to
bring entire project area to grade as shown on the drawings.
B. Rough Grading: The tolerance for paved areas shall not exceed 0.10 feet plus or minus above the
established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade.
All banks and other breaks in grade shall be rounded at the top and bottom.
C. Compaction Requirements:
1. All building pad areas shall be compacted to standards specified by local and /or state
building codes.
2. Compaction requirements of paved areas shall be 957 of maximum dry density.
7. EARTH WORK BALANCE
A. The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or
shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the
requirements for stockpiling, removal or importing of earth.
Minor adjustments to the grades may be required to earthwork balances when minor excess material
or shortages are encountered. It is recognized by the parties hereto that the calculations of the
Engineer in accordance with the American Society of Civil Engineers Standards for such calculations.
Further, that these calculations are subject to the interpretations of soil borings as the physical
limits in finish grade and compaction permitted the Contractor, and that all of these parameters
may cause either an excess or shortage of actual earthwork materials to complete the project. If
such an actual minor excess or shortage of actual earthwork materials occurs, the Contractor shall
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contact the Engineer to determine if adjustments can be mode to correct the imbalance of earth.
1. SCOPE OF WORK
A. The work required under this section includes all concrete and bituminous paving and related items
necessary to complete the work indicated on the d Owings and described in the specifications, including
but not limited to:
1. All streets, parking areas within the contract limits.
2. Curbs and concrete ramps.
J. Sidewalks and concrete slabs.
4. In the case of any conflicts with these specifications and local, state, federal specifications the more
stringent shall apply.
B. In the case of any conflicts with these specifications and local, state, federal specifications the more
stringent shall apply.
2. PAVEMENT CONSTRUCTION
A. All street construction shall be in accordance with the plans and specifications and conform to the
minimum standards of the Boone County Planning and Highway Departments, and if there are areas
undefined use the current I.N.D.O.T. Standards Specifications, 1999 Edition, as revised.
B. Flexible Pavement
1. Materials
a. General: Use locally available materials and gradations which exhibit a satisfactory record of
previous installations.
b. Compacted aggregate base: Sound, angular crushed limestone, crushed or uncrushed gravel,
or crushed or processed air- cooled blast furnace slag. Course aggregate shall be Class A,
Type "0" and conform to Indiana Department of Transportation I.N.D.O. T. Standard
Specifications Section 903.
c. Base court aggregate: Sound, angular crushed stone, crushed or uncrushed gravel, or crushed
slag, sand, stone, or slag screenings. Coarse aggregates shall be Class A or B and conform
to I.N.D.O. T. Standards Specifications Section 903.
d. Coarse aggregate for surface and binder mixtures: crushed stone, crushed gravel, crushed
slab, and sharp edged natural sand. Surface coarse aggregates shall be Class A and
conform to I.N.D.O. T. Standard Specifications Section 903.
e. Asphalt cement: Petroleum asphalt cement, AP 5 with penetration of 60 -70 or viscosity
graded asphalt cement AC -20 conforming to i.N.D.O. T. Standard Specifications Section 903.
f. Prime Coat: Medium -cure liquid asphalt or asphalt emulsion conforming to I.N.D.O. T Standard
Specifications Section 408.
g. Tack Coat: Rapid -cure liquid asphalt or asphalt emulsion conforming to I.N.D.O.T. Standard
Specifications Section 409.
h. Lone Marking Paint: Chlorinated Rubber -Alkyd Type, AASHTO M248 (FS TT-P -115), Type 111.
i. Seal Coat: (NOT APPLICABLE iN BOONE COUNTY)
J. ASPHALT - AGGREGATE MIXTURE
All bituminous mixtures ore to conform to current I.N.D.O.T. Specifications
A. Surface Course: #11
B. Binder Course: #9
C. Base Course: Type: #5d
"Provided a job mix formula for each type of asphalt prior to the beginning of the construction project.
4. SURFACE PREPARATION
A. Remove loose material from compacted subbase surface immediately before applying prime coot.
i) Proof roll subgrade surface with loaded tri -axle truck (48 hour notice is required to be given to
the Boone County Highway Dept.) to check for unstable areas and areas requiring additional
compaction.
ii) Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase
areas have been corrected and are ready to receive paving.
B. Aggregate Base: After placement, proof roll compacted aggregate base surface to check for unstable
areas and areas requiring additional compaction.
i) Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient aggregate
base areas have been corrected and are ready to receive paving.
ii) Remove loose material from compacted aggregate base surface immediately before applying
prime coat.
5. PLACING THE MiX
A. General. Place bituminous aggregate mixture on prepared surface, spread and strike -off. Spread
mixture at minimum temperature of 225 degrees F.(107 degrees C). Place inaccessible and small
areas by hand. Place each course to required grade, cross- section, and compacted thickness.
B. Base Course, Compacted aggregate: Spread and compact in two lifts as follows:
i) First Lift: No. 5's shall be a minimum of 4" or 112 the total depth of aggregate. Extend the
first lift 4" or a distance equal to the depth of the lift beyond the second lift.
ii) Second Lift: Size No. 53
C. Prime Coat: Subbase surface shall be primed in accordance with the applicable requirements of Section
408 of I.N.D.O. T. Standard Specifications.
D. Hot Asphalt Concrete Binder Course: Spread and roll to minimum finish depths indicated on details.
F Tack Coot: Binder course shall be tacked prior to the installation of the surface course in accordance
with the applicable requirements of Section 409 of I.N.D.O.T. Standard Specifications.
F Surface Course: Spread and roll to minimum finish depth indicated on details. Finish elevation shall be
true to line and grade within 112" of true elevations.
G. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to
Architect /Engineer. After first strip has been placed and rolled, place succeeding strips and extend
rolling to overlap previous strips. Complete binder course for a section before placing surface course.
H. Joints. Make joints between old and new pavements, or between paver passes, or between successive
days work, to ensure continuous bond between adjoining work. Construct joints to have some texture,
density and smoothness as other sections. Clean contact surfaces and apply tact coat.
6. ROLLING
A. General. Begin rolling when mixture will bear roller weight without excessive displacement.
i) Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to
rollers.
B. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and
outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and
filling, if required, with hot material.
C. Second Rolling: Follow breakdown rolling as soon as possible, which mixture is hot. Continue second
rolling until mixture has been thoroughly compacted.
D. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks.
Continue rolling until roller marks are eliminated and course has attained maximum density.
E. Patching: Remove and replace paving areas mixed with foreign materials and defective areas. Cut out
such areas and fill with fresh, hot bituminous aggregate mix. Compact by rolling to maximum surface
density and smoothness.
F. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and
hardened.
G. Erect barricades to protect paving from traffic until mixture has cooled enough not to become
marked.
H. Seal Coat: (NOT APPLICABLE iN BOONE COUNTY)
7. TRAFFIC AND LANE MARKINGS
A. Cleaning: Sweep and clean surface to eliminate loose material and dust.
B. Stripping: Use Chlorinated Rubber base traffic lane- marking paint, factory mixed, quick - drying, and
non - bleeding.
Color: Yell o w
i) Do not apply traffic and lane marking point until layout and placement has been verified with
Architect /Engineer.
ii) Apply paint with mechanical equipment to produce uniform straight edges. Apply in two coats at
manufacturer's recommended rates.
8. FIELD QUALITY CONTROL
A. Testing and inspection Service:
i) Owner shall employ a testing laboratory to perform pavement testing and inspection service for
quality control during paving operations.
ii) Testing service shall have representative present to observe and perform tests at all times paving
work is in progress.
B. General: Testing service representative shall take a minimum of two samples per lift of bituminous
aggregate mix each day before paving operation. Laboratory test shall be performed on these samples to
determine aggregate gradation and asphalt content.
i) Test in -place compacted bituminous aggregate mix courses for compliance with requirements for
thickness, density and air voids and surface smoothness. Repair or remove and replace
unacceptable paving as directed by engineer.
ii) A test section at a minimum size of 100`X12' shall be placed at a location as directed by the
county prior to full production for each type of mix. The test section shall be compacted to
determine a target density for the remainder of the pavement.
C. Thickness: in -place compacted thickness will not be acceptable if exceeding following allowable variation
from required thickness:
Aggregate Base Course: 112" Plus or Minus
Base Course: 112'; Plus or Minus
Binder Course: 114'; Plus or Minus
Surface Course: 114'; Plus or Minus
i) A minimum of two pavement cores per compacted lift shall be taken. Cores are to be taken at
locations and at times of day as directed by the testing service. The following tests shall be performed
by the testing service, on each pavement core:
ii) A test section at a minimum size of 100 x12' shall be placed at a location as directed by the county
prior to full production for each type of mix. The test section shall be compacted to determine a target
density of the remainder of the pavement.
D. Pavement Thickness
Density
Air Voids
i) Testing service shall submit certified results to the owner and Architect /Engineer within 72 hours
after tests are made, with their comments and recommendations for action.
ii) Pavement which fails to comply with approved job mix formula shall be replaced as directed by
the Architect /Engineer.
E. Surface smoothness: test finished surface for smoothness, using 10' straightedge applied parallel with,
and at right angles to centerline of paved area. Surface will not be acceptable if exceeding the
following tolerances for smoothness.
Aggregate Bose Course Surface: l/4"
Base Course Surface: 1/4"
Binder Course Surface: 118"
Wearing Course Surface. 118"
i) Check surfaced areas at intervals as directed by testing service.
F. Density Tests: Density tests shall be made at each lift. Test shall be as follows:
0 Tests will be required at various times and locations for subgrade and base courses for asphalt
paving areas.
G. Testing service shall submit certified results to the owner and engineer within 72 hours after tests are
made with their comments and recommendations for action.
i) Subgrade shall be prepared in accordance with i.N.D.O. T. Standard Specifications, Section 207
and Subsection 501.07. No traffic shall be permitted on the prepared subgrade prior to paving.
ii) See Site Grading, Under the 'Earthwork' Section for additional compaction requirements.
9. APPLICA TION
A. Grading: Do any necessary grading in addition to that performed in accordance with Earthwork Section
to bring subgrodes, after final compaction, to the required grades and sections for site improvements.
B. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable
material. No traffic will be allowed on prepared subgrade prior to paving.
C. Compaction of Subgrade: The first 6 inches below the subgrade shall be compacted to at least 1007 of
the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented
from standing on the compacted subgrade.
D. Utility Structures: Check for correct elevation of all manhole covers, valve boxes and similar structures
located within areas to be paved, and make, or hove made, any necessary adjustments in such
structures.
E. Placing Concrete
1. Subgrade: Place concrete only on a moist, compacted subgrade or base free from loose
material. Place no concrete on a muddy or frozen subgrade.
2. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial
enough to maintain their shape and position without springing or settling, when concrete is
placed. Forms shall be clean and smooth immediately before concreting.
J. Placing Concrete: Concrete shall be deposited so as to require as little rehandling as
practicable. When concrete is to be placed at on atmospheric temperature of 35 degrees F.
or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest
revisions shall be followed.
F Concrete Curb
1. Expansion Joints: Shall be 112 inch thick premoulded at ends of all returns and at a maximum
spacing of 100 feet.
2. Contraction Joints Unless otherwise provided, contraction joints shall be sawed joints spaced 10
feet on center.
J. Finish: Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish
square cornerstone 114 inch radius and other corners to radii shown.
G. Concrete Walks and Exterior Steps
1. Slopes: Provide 114 inch per foot cross slope. Make adjustments on slopes at walk
intersections as necessary to provide proper drainage.
2. Dimensions: Walks and steps shall be one course construction and of widths and details shown
on the drawings.
J. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface
water has disappeared. Apply medium broom finish and scribe transverse joints at 6 foot
spacing. Provide 112 inch expansion joints where sidewalks intersect, and at a maximum
spacing of 48 feet between expansion joints.
H. Curing Concrete for walks and curbs: Except as otherwise specified, cure all concrete by one of the
methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest
revision.
I. Bituminous Pavement: Hot mix asphalt pavement shall be as specified in Section 402 of the Indiana
Department of Transportation Specifications latest revisions. Paving will not be permitted during
unfavorable weather or then the temperature is 40 degrees F. and falling.
J. Compacted Aggregate Subbase: The thickness shown on the drawings is the minimum thickness of the
full compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller
weighing 8 to 10 tons. Compact to 957 compaction using Standard Testing Procedures. Along curbs,
headers and walls and at all places not accessible to the roller, the aggregate material shall be
tamped with mechanical tampers or with approved hand tampers.
K. Concrete Ramps
1. Concrete ramps for the disabled shall be required as specified in the plans and shall conform
with current specifications established by the American Disabilities Act (ADA), Section 4.7,
"Curb Romps."
2. The concrete ramp shall be flush and free of abrupt changes with sidewalks, gutters or streets,
and provide a maximum slope of 1:12.
J. The minimum width of a concrete ramp shall be (48) inches exclusive of flared sides.
4. Sides of concrete ramps shall have flared sides as shown in the plans.
STORM SEWER SYSTEMS
1. SCOPE OF WORK
A. The work under this section includes all storm sewers, storm water inlets, and related items, including
excavating and backfilling necessary to complete the work shown on the drawings.
B. In the case of any conflicts with these specifications and local, state, federal specifications the more
stringent shall apply.
2. STORM SEWER CONSTRUCTION
A. Storm Sewers
1. Storm sewer structures shall comply with current specifications of the City of Trafalgar Planning
and all other responsible agencies in respect to design and quality of construction.
2. All storm sewer construction inside public right -of -way, either existing or to be dedicated, shall
be in accordance with I.N. D.O. T Standard Specification, 1999 Edition.
3. Where reinforced concrete pipe is shown on the construction plans, it shall be in accordance with
A.S. T.M. C -76 Class 111 'Volt "C" unless otherwise specified on the plans.
4. Where corrugated metal pipe is shown on the construction plans, it shall be 14 gauge aluminized
unless otherwise specified and shall have the connecting bands and seals as specified by the
manufacturer. C.M.P. shall be aluminized pipe in accordance with A.S. T.M. A -444.
5. Manholes, Catch Basins and Inlets shall be precast concrete. Use of brick or block will not be
permitted unless authorized in writing by the Engineer and approved in writing by the Johnson
County Planning and Highway Departments Drainage prior to construction.
a. If the contractor elects to use alternate precast structures, he shall submit shop drawings to
the Engineer prior to any construction.
6. Precast concrete and steel for manholes and inlets shall be in accordance with A.S. T M. C -478.
7. Castings shall be as shown on the detail sheet(s) for manufacturer, type and model number.
8. Number 53 stone backfill shall be required under all pavement areas and trenches within five(5)
feet of the edge of pavement.
9. All trenches under pavement shall be compacted to 95 percent modified proctor.
3. APPLICA TION
A. Permits and Codes: The intent of this section of the specifications is that the Contractor's bid on the
work covered herein shall be based upon the drawings and specifications but that the work shall
comply with all applicable codes and regulations as amended by any waivers. The Contractor shall
furnish all bonds necessary to get permits for cuts and connections to existing sewers.
B. Local Standards: The term "Local Standards" as used herein means the standards of design and
construction of the respective municipal department or utility company.
C. Existing Improvements: The Contractor shall maintain in operating condition all active utilities, sewers
and other drains encountered in the sewer installation. The Contractor shall repair to the satisfaction
of the Owner any damage to existing active improvements.
D. Workmanship: This work shall conform to all local, state and nation ;1 codes and to be approved by all
local and state agencies having jurisdiction.
E. Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for
tunneling. Open the trench sufficiently ahead of pipe - laying to reveal any obstructions. The min. width
of trench shall be 1.25 times the outside dia. of pipe. Sheet and brace trench as necessary to
protect workmen and adjacent structures. All trenching to comply with Occupational Safety and
Health Administration Standards. Keep trenches free from water while construction is in progress.
Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct the discharge
from trench de- watering to drains or natural drainage channels.
F. Special Supports: Whenever, in the opinion of the Engineer, the soil at or below the pipe grade is
unsuitable for supporting sewers and appurtenances specified in this section, such special support, in
addition to those shown or specified, shall be provided as the Engineer may direct, and the contract
will be adjusted.
G. Backfilling: Backfill shall be placed as shown in the plans. Note that PVC & HDPE pipe shall be covered
with 12" minimum of #8 stone. Compact this backfill thoroughly, taking care not to disturb the pipe.
Backfill under and within 5 feet of walks, parking areas, driveways and streets shall be "B" Borrow or
equivalent granular material only and thoroughly compacted by approved methods.
H. Manhole Inverts: Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished
and of semicircular section conforming to the inside diameter of the connecting sewers. Make
changes in size or grade gradually and changes indirection by true curves. Provide such channels for
all connecting sewers at each manhole.
1. Subdroins: All subdroins shall be of the size shown on the plans and shall be constructed to the grades
shown. All drains constructed off -site as port of the outlet drain will be located as shown.
J. Utilities: It shall be the responsibility of the Contractor to verity all existing utilities and conditions
pertaining to his work. It shall also be the Contractor's responsibility to contact the owners of the
various utilities before work is started. The Contractor shall notify in writing the Owner and the
Engineer of any changes, errors or omissions found on these plans or in the field before work is
started or resumed.
WATER LINE SYSTEM
1. SCOPE OF WORK
A. The work under this section includes all water main, fire hydrants, services and related items,
including excavating and backfilling necessary to complete the work shown on the drawings.
2. MA TERIALS
A. All materials shall conform to al/ local, state, and national codes and shall be approved by all local
and state agencies having jurisdiction.
3. APPLICA TION
A. Permits and Codes: The intent of this section of the specifications is that the Contractor's bid on
the work covered herein shall be based upon the drawings and specifications but that the work shall
comply with all applicable code- and regulations as amended by any waivers. The Contractor shall
furnish all bonds necessary to get permits for cuts and connections to existing water mains.
B. Local Standards: The term "L0001 Standards" as used herein means the standards of design and
construction of the respective municipal department or utility company.
C Existing Improvements: The Contractor shall maintain in operating condition all active utilities, sewers
and other drains encountered in the water line installation. The Contractor shall repair to the
satisfaction of the Owner any damage to existing active improvements.
D. Workmanship: This work shall conform to all local, state and national codes and to be approved by
all local and state agencies having jurisdiction. This includes all required cleaning and testing
procedures required by the state and local agencies.
L. Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for
tunneling. Open the trench sufficiently ahead of pipe - laying to reveal any obstructions. The min. width
of trench shall be 1.25 times the outside did. of pipe. Sheet and brace trench as necessary to
protect workmen and adjacent structures. All trenching to comply with Occupational Safety and
Health Administration Standards. Keep trenches free from water while construction is in progress.
Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct the discharge
from trench de- watering to drains or natural drainage channels.
F. Special Supports: Whenever, in the opinion of the Engineer, the soil at or below the pipe grade is
unsuitable for supporting pipe and appurtenances specified in this section, such special support, in
addition to those shown or specified, shall be provided as the Engineer may direct, and the contract
will be adjusted.
G. Backfilling: Backfill shall be placed as shown in the plans. Note that PVC & HDPE pipe shall be
covered with 12" minimum of #8 stone. Compact this backfill thoroughly, taking care not to disturb
the pipe. Backfill under and w. thin 5 feet of walks, parking areas, driveways and streets shall be "B"
Borrow or equivalent granular material only and thoroughly compacted by approved methods.
H. Utilities: It shall be the responsibility of the Contractor to verify all existing utilities and conditions
pertaining to his work. It shall also be the Contractor's responsibility to contact the owners of the
various utilities before work is started. The Contractor shall notify in writing the Owner and the
Engineer of any changes, errors or omissions found on these plans or in the field before work is
started or resumed.
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
A. The work under this section includes all sanitary sewers, manholes, cleonouts and related items
including excavating and backfilling, necessary to complete the work shown in the drawings, starting
outside the building walls. The end of sewers shall be tightly plugged or capped at the terminal
points, adjacent to the building drain as specified in the plumbing specifications and /or architectural
drawings.
2. MA TERIALS
A. Sanitary Sewers
1. All gravity plastic sewer pipe fittings shall conform to ASTM D3034 with a cell classification of
12454 -B or 12454 -C. Flexible gosketed compression joints shall be used for PVC & PVC truss
pipe. No solvent cement joints shall be allowed.
2. ABS Sewer Pipe and fittings shall conform to ASTM D2680 latest revision.
J. Tracer wire shall be installed with all new sanitary pipe.
B. Manholes
1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest
revision. Exterior of the manhole shall be waterproofed with Bismotic material.
2. Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage
distortion or other defects. They shall be smooth and well- cleoned by shot - blasting or by some
other approved method. They shall be coated with asphalt paint which shall result in a smooth
coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting
ASTM A -48 latest revision. Manhole covers for sanitary sewer shall be Neenah Type R- 1077 -A
w /R- 1712 -B -SP Frame w /Self - Sealing application.
J. Joints: Manhole sections shall be joined with a nominal 112 inch size butyl rubber base gasket
material, conforming to AASHTO M -198 and Federal Specification SS -S -2100. Joint conforms to
ASTM C -443
4. Manholes shall include steps. Sanitary sewer standards revisions shall be that steps are to be
polypropylene coated steel reinforcing or on approved non - corrosive fiberglass material. The
copolymer polypropylene shall meet the requirements of ASTMD -4101 with deformed 318 inch
diameter or larger reinforcing steel conforming to ASTM A -615, Grade 60. Steps shall be a
maximum of 24 inches from top, 24 inches from bottom and 16 inches spacing between.
C. Sanitary Force Mains
1. All sonitory force main pipe and fittings shall conform to ASTM D2241, Standard Specification for
Poly Vinyl Chloride (PVC) Pressure -Rated Pipe, (SDR 21, greater than 4 inch diameter).
2. Tracer wire shall be installed with all sanitary force main pipe.
D. Cosin g
1. Sanitary sewers constructed with polyvinyl chloride (PVC) and installed under railroads shall be
cased in conformance with AWWA Standard C900 -89, Standard for Polyvinyl Chloride (PVC)
Pressure Pipe, 4 In. through 12 In. for Water Distribution, Appendix A.
3. APPLICA TiON
A. Permits and Codes:
The intent of this section of the specifications is that the Contractor's bid on the work covered
herein shall be based upon the drawings and specifications but that the work shall comply with all
applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds
necessary to get permits for cuts and connections to existing sewers.
B. Local Standards:
The term "Local Standards" as used herein means the standards of design and construction of
the respective municipal department or utility company.
C. Existing Improvements:
The Contractor shall maintain in operating condition all active utilities, sewers and other drains
encountered in the sewer installation. The Contractor shall repair to the satisfaction of the Owner
any damage to existing active improvements.
D. Workmanship:
This work shall conform to all local, state and national codes and to be approved by all local and
state agencies having jurisdiction.
E. Trenching:
Lay all pipe in open trenches, except when the local authority gives written permission for
tunneling. Open the trench sufficiently ahead of pipe - laying to reveal any obstructions. The min.
width of trench shall be 1.25 times the outside dia. plus 12 inches. Sheet and brace trench as
necessary to protect workmen and adjacent structures. All trenching to comply with Occupational
Safety and Health Administration Standards. Keep trenches free from water while construction is in
progress. Under no circumstances shall pipe or appurtenances be laid in standing water. Conduct
the discharge from trench de- watering to drains or natural drainage channels.
F. Special Supports:
Whenever, in the opinion of the Engineer, the soil at or below the pipe grade is unsuitable for
supporting sewers and appurtenances specified in this section, such special support, in addition to
those shown or specified, shall be provided as the Engineer may direct, and the contract will be
adjusted.
G. Backfilling:
Backfill shall be placed as shown in the plans. Compact this backfill thoroughly, taking care not to
disturb the pipe. Backfill under and within 5 feet of walks, parking areas, driveways and streets
shall be granular material only and thoroughly compacted by approved methods.
H. Flow Channels:
The flow channels within manholes shall be on integral port of the precast base. The channels
shall be shaped and formed for a clean transition with proper hydraulics to allow the smooth
conveyance of flow through the manhole. The bench wall shall be formed to the crown of the inlet
and outlet pipes to form a "U" shaped channel. The bench wall shall slope back from the crown
at 112 inch per foot to the manhole wall.
I. Leakage Testing:
The Contractor shall furnish the necessary equipment to test sewers for infiltration. All sanitary
sewer gravity lines, upon completion, shall be required to pass one of the following tests:
J. Hydrostatic Test:
A hydrostatic test shall be performed with a minimum of two (2) feet of positive head. The rote
of exfiltrotion or infiltration shall not exceed two hundred (200) gallons per inch of pipe diameter
per linear mile per day.
K. Low Pressure Air Test:
A low pressure air test shall be conducted in accordance with ASTM F1417, Standard Test Method
for Installation Acceptance of Plastic Gravity Sewer Lines Using Low Pressure Air, for plastic pipe.
L. All sanitary force main lines, upon completion, shall be required to pass a leakage test conducted in
accordance with AWWA standard C605 -94, AWWA Standard for Underground Installation of Polyvinyl
Chloride (PVC) Pressure Pipe and Fittings for Water.
M. All Sanitary Sewer Manholes shall also be air tested in accordance with ASTM C1244 -93, Standard
Test Method for Concrete Sewer Manholes by Negative Air Pressure (Vacuum) Test.
N. Flushing Sewers:
Flush all sanitary sewers except building sewers with water to obtain free flow through each line.
Remove all silt and trash from appurtenances just prior to acceptance of work.
O. Plastic Sewer Pipe Installation:
Plastic sewer pipe shall be installed in accordance with ASTM D2321 per latest revision. Pipes shall
be tested after thirty days, using a mandrel that is 957 of the inside diameter of the pipe being
tested. Said mandrel shall be pulled by hand through each pipe section to ensure deflection is
less than acceptable limits.
P. Storm Water Connections:
No roof drains, footing drains and /or surface water drains may be connected to the sanitary
sewer systems, including temporary connections during construction.
Q. Waterline Crossing:
Where water lines and sanitary sewers cross and water lines cannot be placed above the sewer
with a minimum of 18 inches vertical clearance, the sewer must be constructed of water works
grade ductile iron pipe with mechanical joints within 10 feet of the water line.
R. Utilities:
It shall be the responsibility of the Contractor to verity all existing utilities and conditions
pertaining to his work. it shall also be the Contractor's responsibility to contact the owners of the
various utilities before work is started. The Contractor shall notify in writing the Owner and the
Engineer of any changes, errors or omissions found on these plans or in the field before work is
started or resumed.
S Service Laterals:
Individual building lines shall be 4 inches in diameter and of material equal to that specified in 2A
of this section. Service lines shall be connected to the main sewer at locations shown in these
plans.
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NORTHVIEW CHRISTIAN LIFE :CHURCH, INC.
I N STR. #8515410
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1
TREE FENCING SHALL
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BE A MINIMUM OF
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TREE NO.
4' HIGH ORANGE
DIAMETER
DBH
CALIPER
POLYETHYLENE
LAMINAR SAFETY
CANOPY DRIP LINE
NETTING
01
POSTS SETTING TO
2' IN GROUND MADE
I
PROTECTIVE FENCING
OF DURABLE METAL
WHITE OAK
DURING CONSTRUCTION
"T" OR EQUIVALENT
03
WHITE OAK
22"
31"
AERATION BEFORE,
WHITE OAK
1111 [M 1111-1 Ill I 1 11 11111
�
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DURING AND AFTER
CONSTRUCTION
05
i
27"
38"
PROTECTED ROOT ZONE WITHIN THE -�-
WHITE OAK
33"
CANOPY DRIP LINE - ACTUAL FEEDER ROOTS
07
RED OAK
EXTEND WELL BEYOND DRIP LINE
52"
08
SECTION_
25"
38"
Nol,
FENCE LOCATION AT
24"
27"
DRIP LINE OR 15'
RED OAK
�
FROM TRUNK,
SEE SECTION
RED OAK
WHICHEVER IS GREATER
AND SHALL ENCLOSE
45"
12
TREE
2111
PLAN
13
RED OAK
28"
PROTECTED ROOT
14
RED OAK
40"
52"
15
ZONE AND
34"
45"
16
RED OAK
DRIP SINE
47"
17
TREE PROTECTI ❑N NOTES
PRI ❑R TO CONSTRUCTI ❑N
EXISTING TREE SCHEDULE
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ED
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TREE NO.
SPECIES
DIAMETER
DBH
CALIPER
�N
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01
RED OAK
32"
54"
02
WHITE OAK
29"
39„
03
WHITE OAK
22"
31"
04
WHITE OAK
25"
37"
05
WHITE OAK
27"
38"
06
WHITE OAK
33"
49"
07
RED OAK
41 "
52"
08
RED OAK
25"
38"
09
BLACK WALNUT
24"
27"
10
RED OAK
34"
48"
11
RED OAK
33"
45"
12
RED OAK
2111
27"
13
RED OAK
28"
40"
14
RED OAK
40"
52"
15
RED OAK
34"
45"
16
RED OAK
35"
47"
17
RED OAK
30"
42"
18
SHINGLE OAK
28"
41"
19
RED OAK
31 "
46"
20
RED OAK
29"
35"
21
RED OAK
33"
45"
1. Employ the services of a certified arborist (and obtain all necessary permits) to prune the existing trees for
cleaning,, raising and thinning, Ensure all trees receive a commercial -grade root stimulator application after pruning and
prior to mulching - again, applied by the certified arborist.
2. Install tree protection fencing aroung the trees to remain (see plan). Fencing shall extend outside the dripline
(Critical Root Zone) of the trees where possible, Protect at least 75% of the Critical Root Zone, Fencing to be
orange, plastic warning barrier with 6' t -posts spaced 5 foot on- center,
DURING CONSTRUCTI ❑N
1, During construction, no excess soil, additional fill,, equipment, liquids or construction debris shall be placed inside the
protective barrier nor shall any soil be removed within the barrier. Avoid soil compaction!
2, The proposed finished grade within the root protection zone of any tree to be preserved shall not be raised of
lowered more than three inches.
3, Route underground utilities to avoid the Critical Root Zone. If digging is unavoidable, bore under the roots or
hand dig to avoid severing them.
4. All broken branches and exposed roots two inches in diameter or greater shall be cut cleanly.
5, Keep the Critical Root Zone well watered during construction to avoid extra stress on trees. Saturate the top
four to six inches of soil.
AFTER CONSTRUCTION
1, Remove contaminated soil, and aerate compacted soil, Make sure to maintain the same grade as before construction
- more than two additional inches of soil or sod can ultimately kiiR an otherwise healthy tree.
2, Remove the tree protection fencing, construct a properly formed mulch tree well, and remove any excess mulch
from the site. Provide a deep root watering for all trees.
3. Monitor trees for up to five years, checking for insects or disease that can strike a weakened tree. - BY OWNER
AND NOT IN THIS SCOPE OF WORK
4, Water trees during dry periods to help them recover from construction stress. Fertilize annually with a
slow- release non burning complete fertilizer - BY OWNER AND NOT IN THIS SCOPE OF WORK
a
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30 0 30 60
SCALE: 1" = 30'
EVERGREEN
DESIGN GROUP, INC.
Landscape Designers &Consultants
P (317) 280 -8428 / F (866) 579 -8452
www.Evergreen-Design.net
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