HomeMy WebLinkAbout07080004 Site Grading, Erosion Control and Landscaping Plan Rcv. 9/12/2007 DOCS Apprv.9/12/2007 EP� LANDSCAPE LEGEND:
DECIDUOUS SHADE TREE
BOTANICAL NAME: ACER SACCHARUM
70.Osq.ft. OF NEW RIP COMMON NAME: SUGAR MAPLE
-� RAP (TOP OF STO E TO CALIPER: 2 1/2 (single stem)
�� �, �t� 11 BEE FLUSH WITH �DSECTION) QUANTITY: 4
'\ II I I I I DECI�DUOUSI SHA�j E THE
� � + ADD 5.75' ONTO END OF EXIST. I I I I 1. � I �
BOTANICAL NAME QUER US R BRA
-' Aso I 24" COORIGATED M�TAL PIPE I I I COM ON �AME: BRED 0 K
�� � � AND RE- LOCATE M TAL ENDSECTION I I I CALI ER: 2 1/2'1 (singl stem �
� QUA TITY:�
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INSTALL A TEMPORARY INLET
SCREEN PER DETAIL ON II
EROSION CONTROL DETAIL TGE 6" CONCRETE SLAB WITH
6 -6 -6 W.W.F. ON 6"
ICOMPACTED GRANULAR FILL
(4' -0" X 4' -0" JOINT II
PATTERN FLUSH WITH
I ADJACENT PARKING AREA.) III II
tK
lb
:4
6" CONCRETE SLAB WITH
6 -6 -6 W.W.F. ON 6"
COMPACTED GRANULAR FILL
(4' -0" X 4' -0" JOINT
PATTERN FLUSH WITH
ADJACENT PARKING AREA.)
EXISTING LANDSCAPING
TO REMAIN
EXIST. (REMODEL) BUILDING
EXIST. FINISH FLOOR= 749.52
TOTAL REMODEL: 12,076.4 sq.ft.
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STORM STRUCTURE INFORMATION:
EVERGREEN (SPREADING) SHRUB
BOTANICAL NAME: JUNIPERUS
COMMON NAME: JUNIPER
HEIGHT AT PLANTING: 24" (MIN)
QUANTITY: 96
FILL �ROUN? ALL �ANDSGAPEING
� AREA WITH � MULCF� BEDd�ING
# # � EVER REEN �(SPREI�DING) SHRUB
� BOTANICAL AME: ICROBIOTA DECUSSATA
COM ON NA E: SI ERIAN � CYPRESS
T =1 = 1
QUANTITY: 14
FILL AROUND ALL LANDSCAPEING
AREAS WITH MULCH BEDDING
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0 STRUCTURE No.1
NEW 24" SO. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V- 4875 -1)
TIC 748.30
INV. OUT 12 "sdr26= 746.76
0 STRUCTURE No.2
80.74 L.F. OF NEW 12 "sdr26 AT
0.31% SLOPE
0 STRUCTURE No.3
NEW 24 "x36" SQ. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V -5360)
TC 748.30
CENTERLINE INV. 12 "sdr26= 746.51
��� • S 00000"00" �,
(010
TF
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INSTALL A TEMPORARY INLET
SCREEN PER DETAIL ON II
EROSION CONTROL DETAIL TGE 6" CONCRETE SLAB WITH
6 -6 -6 W.W.F. ON 6"
ICOMPACTED GRANULAR FILL
(4' -0" X 4' -0" JOINT II
PATTERN FLUSH WITH
I ADJACENT PARKING AREA.) III II
tK
lb
:4
6" CONCRETE SLAB WITH
6 -6 -6 W.W.F. ON 6"
COMPACTED GRANULAR FILL
(4' -0" X 4' -0" JOINT
PATTERN FLUSH WITH
ADJACENT PARKING AREA.)
EXISTING LANDSCAPING
TO REMAIN
EXIST. (REMODEL) BUILDING
EXIST. FINISH FLOOR= 749.52
TOTAL REMODEL: 12,076.4 sq.ft.
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pavement t.
STORM STRUCTURE INFORMATION:
EVERGREEN (SPREADING) SHRUB
BOTANICAL NAME: JUNIPERUS
COMMON NAME: JUNIPER
HEIGHT AT PLANTING: 24" (MIN)
QUANTITY: 96
FILL �ROUN? ALL �ANDSGAPEING
� AREA WITH � MULCF� BEDd�ING
# # � EVER REEN �(SPREI�DING) SHRUB
� BOTANICAL AME: ICROBIOTA DECUSSATA
COM ON NA E: SI ERIAN � CYPRESS
T =1 = 1
QUANTITY: 14
FILL AROUND ALL LANDSCAPEING
AREAS WITH MULCH BEDDING
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0 STRUCTURE No.1
NEW 24" SO. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V- 4875 -1)
TIC 748.30
INV. OUT 12 "sdr26= 746.76
0 STRUCTURE No.2
80.74 L.F. OF NEW 12 "sdr26 AT
0.31% SLOPE
0 STRUCTURE No.3
NEW 24 "x36" SQ. PRECAST CONCRETE STORM
INLET (CASTING: EAST JORDAN V -5360)
TC 748.30
CENTERLINE INV. 12 "sdr26= 746.51
��� • S 00000"00" �,
(010
t�)*
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FLOOD PLANE INFORMATION:
11113 LU I LICJ r-IN 1 ICCtLT ITV r LUUU r-I\L/MU LUNL n HJ
SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM)
FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME OF
CARMEL, COMMUNITY NUMBER, 180081, PANEL NUMBER,
0236F, DATED FEBRUARY 19, 2003
0 STRUCTURE No.4
(2) 9 0.9 4 L.F. OF NEW 12''sdr26 AT
0.31% SLOPE
0 STRUCTURE No.5
FORMED CONCRETE ENDSECTION
INV.746.23 EXISTING PAVED LOT
match exist.
pavement
100.0 sq.ft OF �O'Rl
STONE (TYPICAL)
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•� / / ��� \ _ _ SEEDING INFO: +
• � / / 1 / \ V Lc,i y V v
1. ALL DISTURBED AREAS SHALL BE
v / / / 7� / \ z4 t PERMINATELY SEEDED PER EROSION
INC Ut / CONTROL DETAILS PAGE C3.3
I
(AT NO POINT DURING CONSTRUCTION
SHALL ANY PART OF THE SITE REMAIN
12 "tall MOUNDED MULCHED ' / / / / �' \ v UNDISTURBED FOR MORE THAN TWO I
'1 /ll LANDSCAPE AREA / / / t MONTHS THEREFORE NO TEMPORARY
t
20.Os .ft. min. I
q SEEDING SHALL BE RE UIRED
12 tall MOUNDED MULCHED I I I \ � �/ / / / / `�
LANDSCAPE AREA
35.Osq.ft. min.
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11 \
GROUND SIGN
\ ( I I DIRECTIq�61_
SIGN
N o0 00 00 0.0
/ ( / S / \ 154. L.F. OF NEW 5'-0" wld
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CONCRETE SWALE IN
STALLED
3 AT 0.96% SLOPE JS EE SITE
`80.00 - SH- EET _ -C2.1
OWNER:
Landscaping Notes
C AND G REAL ESTATE, INC.
/ / \ \ .� INST LL TEMPORARY ROCK
- --
3900 EAST 96th STREET ` � / / / / , / / / / �\ � ACHE K DAM DURING CONST.
INDIANAPOLIS, INDIANA \ , / /
1. All plant materials to meet minimum standards set by American � �� TO B REMOVED WITH PLACE ENT
Association of Nurserymen, latest published addition of American 46032 �� \ / / / / ,/ / / \\ _
Y P E \ / �� / OF E GRADED CONC. SWALE I
Standard for Nursery Stock. 0 R ORE
• INSTALLATION RESPONSIBILITY: �F-
2. All areas disturbed by construction and not otherwise paved or WqY \• \ / / , / /
landscaped and all lawn areas shall be seeded and mulched with
straw as specified. , PROJECT SUPERVISOR. RICHARD NEW D `
V/,.
410 NORTH U.S. 31
3. All lawn areas to be raked smooth, fertilized ar watered prior
�� �� WH ITELAN D INDIANA �
to seeding. (Outside Walgreens property ono \ /V
46184 •\ / ��S _^
of mix. Name of grass Purlt Cerminatlon PHONE. (317) 535 - 7307 \ 7 E V
40% Kentucky 31 Bluegrass 90
40% Penniawn Red Fescue 98 0 � � \ \// / /
20% Creeping Red Fescue 9 % Seasonal Soil Protection Chart EROSION CONTROL LEGEND: \ \ \ / / / / , STONE sq.ft. OF NEW RIP-RAP-
20% g �.
STONE TYPICAL
4. Planting soil mixture for tree and shr b pits to be 1/3 existing a >� \ 0008 \ / / / \ � EXISTING METAL EN SECTION and 1/3 sand b volu e. TALE A \ \
soil, 1 /3 peat /
y SEASONAL SOIL PROTECTION CHART TEMPORARY SILT FENCING \ \ \� / / / / TO REMAIN
\ / i 1"
++ (SEE EROSION CONTROL / / (STING ELLIPTICAL METAL
I I STABILIZATION �- / / / /
DETAILS PAGE) DRAINAGE AND GRADING N\ / \ cU RT PIPE PRACTICE JAN. FE6. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. / / / / HOLEY MO LEY SAYS / /
Baxter &/- SET
Engineering L. L. C.
410 North U.S. 31
Whiteland, Indiana 46184
Phone No. 1 (317) 535 -4094
Fax No. 1 (317) 535 -3012
Email: info@baxterset.com
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Date:
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07055
july 30. 2007
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Checked
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Baxter &/- SET
Engineering L. L. C.
410 North U.S. 31
Whiteland, Indiana 46184
Phone No. 1 (317) 535 -4094
Fax No. 1 (317) 535 -3012
Email: info@baxterset.com
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Job
No.:
Date:
07055
july 30. 2007
-
Drawn By:
Checked
By:
Scale:
JSP/caw
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1'= 20' -0'
PER M I NANT A % / / / / / /� / / / / / //� / 1 /�
�� 1. AL� ESSARY PERMITS AND APPROVALS FROM AGENCIE V
D O N T SEEDING FABRIC DROP INLET EROSION ��O ERNING G: \07055 \try2 \DEMO & NEW.DWG
THIS WO HA \
++ ® I��S LL BE SECURED PRIOR TO BEGINNING CONSTRUCTION.
11 DORMANT B PROTECTION (SEE EROSION DIG Do B
CONTRACTOR f�� ESPONSIBLE FOR PROTECTION OF ALL PROPERTY
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SEEDING CONTROL DETAILS PAGE 2'
BLIND C D
) CORNERS AND RE E ALL PINS
TEMPORARY
SEEDING E % / /� / / / / / / /�•-�
ll Foo Ll
SEEDING _
IIG
II MULCHING
I(
1- 800 -382 -5544 11 A= KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
C&L 7OLL FRM PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
1- 800 - 428 -5200 B= KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
FOR CALLS OUMDE OF UNDUM PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE.
UTILITY DISCLAIMER C= SPRING OATS 3BUSHEL /ACRE.
INSTALLATIONS SUCH AS WATER MAINS GAS D= WHEAT OR RYE 2 BUSHEL /ACRE.
EXISTING UNDERGROUND
MAINS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN E - ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1,000 S.F.)
THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED F= SOD.
ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS G- STRAW MULCH 2 TONS /ACRE.
BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN
PREPARING THIS DRAWING. THERE IS NO GUARANTEE AS TO THE 9/1/• = IRRIGATION NEEDED DURING JUNE, JULY AND / OR SEPT.
ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL .. = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS
EXPRESSLY DISCLAIMED.
807
O top of curb
O�O�O pavement
806
Xk
ELIMINATED OR DAMAGED DURING \\ //
CONSTRUCTION. 84 /��
3. ALL PIPES ENTERING STORM '5E ER STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTUK IS WATER TIGHT. / �-� wool
1290688197003094. DIMENSIONS SHOWN ARE TO CENTERLINE�F PIPE OF CENTERLINE OF
PROPOSED SPOT ELEVATIONS STURCTURE. \ / / - s TE
5. GRADES SHOWN ARE FINISHED GRADES. FOR BUIL I SUBGRADE ELEVATIONS /
NQ � � > �, i� sjp
EXISTING CONTOUR LINES REFER TO ARCHITECTURAL PLANS. \ / / NAL
6. ALL DIMENSIONS OR COORDINATES SHOWN TO BUILDING ARE T& OUTSIDE
PROPOSED SPOT ELEVATIONS 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. / / Date Stamped:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE \ P
LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE
PROPOSED CONTOUR LINES DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGINEER \
8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SITE GRADING, EROSION CONTROL AND L PLAN
PROPOSED STORM SEWER PIPES ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND SC E�1It 20.0'
UTILITIES WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL
CONDUIT, RRIGATION SLEEVES, AND ANY OTHER MISCELLANEOUS),
PROPOSED PRECAST CONCRETE SHALL BE IN -PLACE PRIOR TO THE PLACEMENT OF BASE COURSE _
INLET SEE SITEWORK
D ETA 9. ALL FILL AREAS TO BE COMPACTED CLAY ROLLED IN WITH A SHEEPS `~
IL FOOT ROLLER IN 8" LIFTS AND COMPACTED TO 95% STANDARD PROCTOR.
VERIFICATION OF THE COMPACTION SHALL BE DONE BY AN INDEPENDENT SOILS
TESTING COMPANY AND ALL TEST RESULTS SUBMITTED TO THE ENGINEER.
I
july 30, 2007
THIS DRAWING IS THE PROPERTY OF
BAXTER & SET ENGINEERING, INC.
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
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