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HomeMy WebLinkAbout07070060 Development Plans Rcv. 7/31/2007 DOCS0 n_ 0 E CL 0 (V 0 0 N 0 M P' LI I AR DE SLOP E T P"LA UU K-W no ppL� La`t� p���ODI G`�C�C� p[9LQ�L� C� LOCATION MAP NOTE: A SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH 327- IAC -15 -5 WILL BE PREPARED AND SUBMITTED WITH THE FINAL CONSTRUCTION PLANS FOR THIS PROJECT. PROJECT MAP PROJECT DATA Address: Address Cityrrown: Carmel County: Hamilton Township: Clay Section: 26 Township: 7 8 -N Range: 3 -E Location: East side of Old Meridian Street, north of Carmel Drive, south of Cranston Avenue, part of The Shoppes at Providence Project Area: (579500) 1.32 Acres Right -of -Way: 12,500) 0.29 Acres Total Area 170,000) 1.60 Acres Building Information Building Area: 15,200 SF Footprint x 3 story = 45,600 SF Building F.F.E.: 859.50 Parking Parking Requirements: One space per. 1,200 SF Parking Spaces Required: 38 spaces Regular Parking Spaces: 82 spaces Accessible Spaces: 4 Spaces Total Spaces Provided: 86 spaces Roads 0 Frontage Road: Old Meridian Street Road Frontage: 250' Posted speed: 40 mph posted Q Zoning Information 0 Zoning: OM/V - Old Meridian / Village W Adjacent Zoning: N- OM/V E- PUD of S- OM /O W- OM /M Soils Type Description Class CrA Crosby silt loam, 0 -3% slopes C O ..J SHEET INDEX U. X No. DESCRIPTION T- C1.0 COVER SHEET - Q 1,; C2.0 SITE PLAN U w C3.0 UTILITY PLAN W C3.1 GRADING AND DRAINAGE PLAN z m Z v C4.0 SITE DETAILS OQ.'Qr uu. Y L1.0 LANDSCAPE PLANM� E W SL1.0 PHOTOMET RIC PLAN zz >` 'Nl�s z A r` a Z O:e ZOO! 3 LEGAL DESCRIPTION �' z LU LEGAL DESCRIPTION (INSTRUMENT #2000- 19557) W v • z Part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Seconds Principal Meridian in Q Z d V a Hamilton County Indiana more particularly described as follows: D. Commencing at the Southeast comer of the Southeast Quarter of said Section 26 and running S8902T12 "W on and�`2; r F� along the South line of said Southeast Quarter 1566.62 feet to the POINT OF BEGINNING of this description; thence a �� continuing S89027'1 2'W 348.88 feet to the center line of Old Meridian Street; thence N36 °04'38 "E on and along said center line 496.65 feet; thence S53 °55'22 "E 280.00 feet; thence S36 °04'38 "W 288.52 feet to the POINT OF O BEGINNING, containing 2.524 acres, more or less, subject to easements, rights -of -way, and restrictions. LEGAL DESCRIPTION (INSTRUMENT #2003- 123732) A part of the West Half of the Southeast Quarter of Section 26, Township 18 North, Range 3 East and being a part of the land of Instrument Number 2000 - 19557, in the Recorder's Office of Hamilton County, described as follows Commencing at the southwest comer of said Quarter Section; thence N 86 °57'01" East (assumed bearing) 803.96 feet along the south line of said Section to the Point of Beginning of this description being the east comer of the intersection of Old Meridian Street and Carmel Drive; thence N 33 045'18" East 18.69 feet along the southeastern - boundary of Old Meridian Street; thence S 09 007'04" East 15.05 feet to the south line of said Section; thence S •■ c N 86 057'01" East 12.79 feet along the south line of said Section to the Point of Beginning and containing 0.002 acres, } , 0 more or less. m 0-- o Vi *5 > AS- SURVEYED LEGAL DESCRIPTION W C a) X Part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Second Principal Meridian in a m 'Em " Hamilton County Indiana more particularly described as follows: IL Q a m E - -@2 .X W a t2 Z20 Commencing at the Southeast comer of the Southeast Quarter of said Secton 26 and running S89 028'03 1W on I% _ c and along the South line of said Southeast Quarter 1566.62 feet to the Point of Beginning of this description; d a m thence continuing S89 028'03 "W 348.88 feet to the center line of Old Meridian Street; thence N36 005'29 "E on and 3 S z° v along said center line 496.65 feet; thence S53 °5429 "E 280.00 feet' Ni o t. 1 ,thence S36 05 30 W 288.52 feet to the Point of � • a� (D Ca E Beginning, containing 2.524 acres, more or less, subject to easements, rights -of- -way, and restrictions. � � � ti� � �_ u Excepting the parcel described as follows 0. o � a cg ww � Commencing at the southwest comer of said Quarter Section; thence N 89 °28'03" East (assumed bearing) 798.83 feet along the south line of said Section to the Point of Beginning of this description being the east comer of the intersection of Old Meridian Street and Carmel Drive; thence N 36 005'29" East 18.75 feet along the southeaster CN boundary of Old Meridian Street; thence S 06 °55'07" East 15.14 feet to the south line of said Section; thence S 89 028'03" West 12.87 feet along the south line of said Section to the Point of Beginning and containing 96.8 square feet, more or less. w W^ v, CL Q Co w Z U o Z ? 1=1 CL W 0 Z Z > O o � W W Z � � o o QQ J = > w w W a- o Q O cn W F- No. PE195OW55 -)3 STATE OF i O % i BENCHMARK DATA PROJECT BENCHMARK: CIA U.S.G.S. DATUM BENCHMARK CUT "X" ON TOP OF NORTHWEST BOLT OF FIRE MB INFORMATION: HYDRANT, LOCATED ON THE EAST SIDE OF OLD ,oR qL Y MERIDIAN STREET AND THE FIRST FIRE HYDRANT EMH T J NO. POST PROJECTING 1.5 FEET OUT OF NORTH OF CARMEL DRIVE. THE GROUND, ALONG U.S. 31 B.M. ELEVATION = 860.75 2007 -1168 APPROXIMATELY 2.6 MILES NORTH OF INTERSTATE 465 AND 0.7 MILE SOUTH Mm DATE: OF 131st STREET, 83 FEET WEST OF CENTERLINE CUT "X" ON TOP OF NORTHWEST CAP BOLT OF FIRE 07 -19 SOUTH BOUND LANE OF HYDRANT, LOCATED AT THE NORTH SIDE OF p`9 UXB f E LN p� CRANSTON AVENUE. B.M. ELEVATION = 867.46 NGVD 1929 B.M. ELEVATION = 861.85 SCALE: CIA ao CrA " = 1 20' AT LEAST TWO FULL 0 C7_ WORKING DAYS BEFORE E YOU DIG ITS THE LAW 1- 800 - 382 -5544 SHEET NO. * CALL TOLL FREE Q 1 -800- 428 -5200 Br rA AD CrA Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low to moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow ( <0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and wetness are management concerns for crops production. This soil responds well to the drainage; it is designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. tine T CrA I Crosby loam 0 to 3 silt percent slopes I C NOT TO SCALE SOILS MAP UU K-W no ppL� La`t� p���ODI G`�C�C� p[9LQ�L� C� LOCATION MAP NOTE: A SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH 327- IAC -15 -5 WILL BE PREPARED AND SUBMITTED WITH THE FINAL CONSTRUCTION PLANS FOR THIS PROJECT. PROJECT MAP PROJECT DATA Address: Address Cityrrown: Carmel County: Hamilton Township: Clay Section: 26 Township: 7 8 -N Range: 3 -E Location: East side of Old Meridian Street, north of Carmel Drive, south of Cranston Avenue, part of The Shoppes at Providence Project Area: (579500) 1.32 Acres Right -of -Way: 12,500) 0.29 Acres Total Area 170,000) 1.60 Acres Building Information Building Area: 15,200 SF Footprint x 3 story = 45,600 SF Building F.F.E.: 859.50 Parking Parking Requirements: One space per. 1,200 SF Parking Spaces Required: 38 spaces Regular Parking Spaces: 82 spaces Accessible Spaces: 4 Spaces Total Spaces Provided: 86 spaces Roads 0 Frontage Road: Old Meridian Street Road Frontage: 250' Posted speed: 40 mph posted Q Zoning Information 0 Zoning: OM/V - Old Meridian / Village W Adjacent Zoning: N- OM/V E- PUD of S- OM /O W- OM /M Soils Type Description Class CrA Crosby silt loam, 0 -3% slopes C O ..J SHEET INDEX U. X No. DESCRIPTION T- C1.0 COVER SHEET - Q 1,; C2.0 SITE PLAN U w C3.0 UTILITY PLAN W C3.1 GRADING AND DRAINAGE PLAN z m Z v C4.0 SITE DETAILS OQ.'Qr uu. Y L1.0 LANDSCAPE PLANM� E W SL1.0 PHOTOMET RIC PLAN zz >` 'Nl�s z A r` a Z O:e ZOO! 3 LEGAL DESCRIPTION �' z LU LEGAL DESCRIPTION (INSTRUMENT #2000- 19557) W v • z Part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Seconds Principal Meridian in Q Z d V a Hamilton County Indiana more particularly described as follows: D. Commencing at the Southeast comer of the Southeast Quarter of said Section 26 and running S8902T12 "W on and�`2; r F� along the South line of said Southeast Quarter 1566.62 feet to the POINT OF BEGINNING of this description; thence a �� continuing S89027'1 2'W 348.88 feet to the center line of Old Meridian Street; thence N36 °04'38 "E on and along said center line 496.65 feet; thence S53 °55'22 "E 280.00 feet; thence S36 °04'38 "W 288.52 feet to the POINT OF O BEGINNING, containing 2.524 acres, more or less, subject to easements, rights -of -way, and restrictions. LEGAL DESCRIPTION (INSTRUMENT #2003- 123732) A part of the West Half of the Southeast Quarter of Section 26, Township 18 North, Range 3 East and being a part of the land of Instrument Number 2000 - 19557, in the Recorder's Office of Hamilton County, described as follows Commencing at the southwest comer of said Quarter Section; thence N 86 °57'01" East (assumed bearing) 803.96 feet along the south line of said Section to the Point of Beginning of this description being the east comer of the intersection of Old Meridian Street and Carmel Drive; thence N 33 045'18" East 18.69 feet along the southeastern - boundary of Old Meridian Street; thence S 09 007'04" East 15.05 feet to the south line of said Section; thence S •■ c N 86 057'01" East 12.79 feet along the south line of said Section to the Point of Beginning and containing 0.002 acres, } , 0 more or less. m 0-- o Vi *5 > AS- SURVEYED LEGAL DESCRIPTION W C a) X Part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Second Principal Meridian in a m 'Em " Hamilton County Indiana more particularly described as follows: IL Q a m E - -@2 .X W a t2 Z20 Commencing at the Southeast comer of the Southeast Quarter of said Secton 26 and running S89 028'03 1W on I% _ c and along the South line of said Southeast Quarter 1566.62 feet to the Point of Beginning of this description; d a m thence continuing S89 028'03 "W 348.88 feet to the center line of Old Meridian Street; thence N36 005'29 "E on and 3 S z° v along said center line 496.65 feet; thence S53 °5429 "E 280.00 feet' Ni o t. 1 ,thence S36 05 30 W 288.52 feet to the Point of � • a� (D Ca E Beginning, containing 2.524 acres, more or less, subject to easements, rights -of- -way, and restrictions. � � � ti� � �_ u Excepting the parcel described as follows 0. o � a cg ww � Commencing at the southwest comer of said Quarter Section; thence N 89 °28'03" East (assumed bearing) 798.83 feet along the south line of said Section to the Point of Beginning of this description being the east comer of the intersection of Old Meridian Street and Carmel Drive; thence N 36 005'29" East 18.75 feet along the southeaster CN boundary of Old Meridian Street; thence S 06 °55'07" East 15.14 feet to the south line of said Section; thence S 89 028'03" West 12.87 feet along the south line of said Section to the Point of Beginning and containing 96.8 square feet, more or less. w W^ v, CL Q Co w Z U o Z ? 1=1 CL W 0 Z Z > O o � W W Z � � o o QQ J = > w w W a- o Q O cn W F- No. PE195OW55 -)3 STATE OF i O % i BENCHMARK DATA PROJECT BENCHMARK: SITE BENCHMARK 100: U.S.G.S. DATUM BENCHMARK CUT "X" ON TOP OF NORTHWEST BOLT OF FIRE INFORMATION: HYDRANT, LOCATED ON THE EAST SIDE OF OLD A BRONZE PLATE ON A CONCRETE MERIDIAN STREET AND THE FIRST FIRE HYDRANT EMH T J NO. POST PROJECTING 1.5 FEET OUT OF NORTH OF CARMEL DRIVE. THE GROUND, ALONG U.S. 31 B.M. ELEVATION = 860.75 2007 -1168 APPROXIMATELY 2.6 MILES NORTH OF INTERSTATE 465 AND 0.7 MILE SOUTH SITE BENCHMARK 101: DATE: OF 131st STREET, 83 FEET WEST OF CENTERLINE CUT "X" ON TOP OF NORTHWEST CAP BOLT OF FIRE 07 -19 SOUTH BOUND LANE OF HYDRANT, LOCATED AT THE NORTH SIDE OF -07 U.S. 31 AND FEE EAST OF R/W FENCE. CRANSTON AVENUE. B.M. ELEVATION = 867.46 NGVD 1929 B.M. ELEVATION = 861.85 SCALE: "HOLEY MOLEY "SAYS CALL " = 1 20' AT LEAST TWO FULL C7_ WORKING DAYS BEFORE E YOU DIG ITS THE LAW 1- 800 - 382 -5544 SHEET NO. * CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA f C3 0 N U N O a c d c c W_p 3 9 CB T- V- t.- 0 0 a� 'o a- 0 0 Cl N 0 0- /7t C ri N r r 0 O N c c+') 7 7 X! FA5. N O a. n 0 0 N �i N O g v E v N r n Co 0 N O Cl) 75 1 APPARENT .9 R/W FROM CENTERLINE / GRADING NOTES 10 Ak " 15 "ST 15 "ST [15 "ST (15 "STj [15 "S \ 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS ls,,sll C4S9 OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN f \ \ IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. _GT9RIA SEWER 2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED CURB INLET "-- -,-- TORM SEWER STORM SEWER PER THE SPECIFICATIONS. RIM EL: 857.45 cn CURB INLET CURB INLET ° RIM EL.: 858.41 RIM EL.: 858.86 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS IE IN: 852.85E a IE: 853.25 ._.._L _ �5 ,_80 W °- � � � IE IN: 853.59 E IE IN: 854.06E ,� AVAILABLE. IC- 6tfT.-$53.5fs-ird IE OUT: 854.01 W `yam �n 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. / UNABLE TO / 5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS - OTHERWISE SHOWN. ~ 6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING ` CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO _. REMOVE INLET & \ PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE REUSE CASTING \ , APPROVED BY THE ENGINEER. OLD MERIDIAN STREET EXTEND s' OF 15" RCP \�S TO NEW INLET 9 STORM SEVrER STORM SEWER C, n O a U W IW-- W _ FINISHED FLOOR ELEVATION = F.F -. A NT 50 E I STI G R r! i 05.50 CURB AND •' f . ° 58.30 j j , \ IE: 8 4 ° y _ �_ 05.00 GUTTER GRADE HPt. HIGH POINT j ° 9 a .i ' 59.33 59.20 . ` . �\ ; �- • ° a a ° ° _,, I \ i : . O. ,, e _ a a� --,_ ( ! i 0 °° FLOW DIRECTION w Y• /' • \ i /GRADE L pt LOW POINT ,C A. PRbf?OSED 460 °R�1 EK" TH•OROMHFAR.E -PLAN PLATT - M58.83 M58.701 d 8 •.. 4 . D -60 R�W� -FROM CENTERLINE p ` ° e, . 59.2 , ° 0 pQ IE: 855.2 �__�3 H:V RATIO GRADE �, . a C I t t =_ -# �t-h INTERMEDIATE CONTOUR �- �' I 58.70 4 f 1 0 �Jg i____ ._. -_- _ - -� �-�- - - _ __ a �°' _85 - hYl - -- !- 1 = f S - . _` '' IE: 805.5 PIPE INVERT ELEVATION Oa"""- INDEX CO N W J J , STORM SEWER �8 CONTOUR W 01, > GO ', N ° • d �lAN HOLE l. 6' ,� ! ,. STRUCTURES RIM ELEVATION _ m Z / \ .. IM EL.. \ t `-� • 59.9 E: 850.52 ^ a Q N N Y TOP & BOTTOM OF WALL ep x M j2: W \ N IE: 850.50 ? B ZZ tt e� ELEVATION O a : , N ME ts.., / \ C. d, • co v / 59.33 59.20 tv_ �8�j / \, °° ! t O a Z IL / ( 58.83 58.70 ° (�,� C,,1 i t "• L6 : Z QW, Q ^ v EXISTING 01- PROPOSED -STORY BUILDING �-o --�..� - - - BUILDING 2 wc�s TREE •� I ____ : m 4 . 15 200 S F 45 600 S F TOTAL - - M o .. x Z �as:o PROTECTION { / ' u -_- 32, 922 S F a m M? a u o H r �' .F.E 859.5 z z 0. f 504 EXIST. 10" ' - FFE- 859.50 W� >d ATER MAIN cn a ' I ° -;TRENCH D' Y A• - -- - _ DRAIN n -" 503 d IE: 853.71 NE " ° DOMESTIC WA ER `� _. - _.. U IE: 854.0 ; • . 10 PVC STORM 1.0 /o FOR FIRE SERVICE I , . ROOF DRAIN CONNECTIONS 190' 6' PVC SAN. LAT 60.8 IE: 853.7ITS E -. ' - - ' IE: 851.0 . ° . .-. • 'e ° , f °, . '° @ 1.00% (TYP.) - _- 59.2 L: �- . • ° . ° 4,. ' • ' P.I:�% �e u - -- ,. (3 i 'a • 44 • e 15 LF 6 LATERAL 70 401 ,° 859.0 t, CAPPED AND w 59.33 ® 15�� 10 WST 10"St • 1 ST 1 T EXIST. FIRE - • d io"s i 848.3 58.83 ° -�- ° o"S..� .. d •,.._ C.O. IE: N - - _ - IE: 84$.2 HYDRA T a MEN s a s "s 8 ° s"S s "s .° - I E: 854.7 6 O t .. G c C w 59.20 • 1 .� ■ t c m o m o •� aM�> �t i / 402 � 58.70 • ' � 18 59.38 ;■ d :' � N °'• v - 856--- - -- -- � FUTU E DEVELOPMENT- _ r ° . \ ( I 859.5 m 58.88 c . I E: 849.5 E w N m __ ' i H EV H EV H EV 6 ca l' ✓ , 59.38 / .9 .9 .9 .9 W C to u. C ---r I 58.88 / 60.2 EP / W o ` t o J \ / 2 MANHOLE �/ = o in •o cn 2 w I ME EP / - 4 c o \ o^ r, t INV= 849.43 CA 0 Z Oo� � r • \ \ a N I / A BEC BEC SEC / BEC SEC 59.9 P t [31 [31 [�J [3J [31 Z � � B V \ g, 1 [31 [31 131 GI 7 W W \ \ 58.57 :�N 9=YL 16 57.9 FL 57. / F 57. 58.07 T T SEC BEC (3) [33 [ 1 [_ \ �L 58.48 58.84 58.4 COW.48 N i \ \ BIO-SW E 57.98 58.34 58.34 57.98 1310-SWALE 93 -+ FL \\ 57. -�-- 57.4 58.43 g '` �8Jr9 i ♦♦W^^ 1 v! r n ` 6"sso-- WSSI>- -6 "SSD - 6"SSD>- 6"SSD- -s"SSD 6"ss 6" sso-- 6" SSO-- s" sso-- 6"sso--- 6*SSra-- ("ssa --s"ss A --• ` - CLE U) W U0 \ \ �g t z Z 1 D / 58 r \ \ t W 501 \ Q ?� 0857.7 1 ` " J (\ �� \ r \ \ 1 IE: 852.5 6 : Cn O 1 852.3 57.76 \ � 15 57.79 58.40 � ` Q V 57.26 ` IE: 852.3 SE 15" 3 HIGH CURB 57.26 57.90 \ W p Z OVERFLOW -� rT1 ``'" O C7 ✓ \ ° d •� Cn CL 12" CAPPED STORM\ 57.96 N .: . ° a' p f \ \ STUB FOR FUTURE 57.46 a• ° . �'• ° ° •. , d ° ; ' \ ° • ° a' .. NECT - J \ (DEVELOPMENT \ 57.50 t ° • 4 m C� c 4'A •'' ■ EXIST. .H. \ t O y O 57. "� ° • ° °' :e� ° , e. 4 ., .ea : ` ;' , �'. :' ■ / IE: 877.71 1 t Q j ; 1 / 00 \ _ - .1, ° . p .. ! 57.8 ■ AD EXTERIOR 2 Sri \STORM SEWER \ �' (� -I ( Sr C.O. •' . d e : a \ • e 4 •- 57. DROP TO M.H. \ _ .__� _._ CATCH BASIN \ !, \ ` 6" 8" -s" sr�-= s s"s s"ss . s"ss 6"ss s" s" s s 8D- "SS 6- �-y0" ss S'; \ > W W RIM EL: 851.15 C� 15 "Sj i 15"ST 15 "ST 1WST 15"ST _Q 5� r [S] [S] [S] W IE IN: 848.10 N \ ■ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN MENO ■ ■ ■ ■ ■ ■ " \\ IE OUT: 848.00 S \ \ \ - - -- - -- - -- 0 Q.. Q 57.50 / 1 -- U ONNE T TO ST. 57.00 l Q \ \ \ TORM TUB � \ r'� 562. f � -- -" i - --- - - - - - - - - - -- r ^ \ , \ N 400 W \ \ \ IE: 853.0 / °S ph) EXIST. 15" STORM SEWER STUB SANITARY S ER ' 0 �� 15 IE. 853.0 NE ' m / MAN HOLE \ \ l / GEORGETOWN LANE' RIM EL.: \ [ST] [ST] [ST] -�- -- f - ISTI [� IE OUT: 843.01 SE \\\````\\\\%%%►%% urrq1 cn FLOOD ZONE STATEMENT = PE19500055 STATE OF r � i Q To the best of a STORM SEWER N ' ( my knowledge, belief and information, the parcel lies in Flood Hazard Zone X (Areas determined to be T `N \ ` -+ outside 500- ear flood lain according to the Federal Emergency Management Agency's Flood Insurance Rate Ma ''�, �!NDIANP�� \ STORM SEWER CATCH BASIN `� 500 Y P ) 9 r9 cY 9 P, ., \ \ CURB INLET Hamilton County, Indiana, Community Panel No. 18057CO207F, and Dated February 19, 2003. i w \ `- -- -- - RIM EL: 856.97 Rl1.4 EL.: 856.72 STORM SEWER NAL IE IN: 852.77 SW CATCH BASIN r, rrrrrutntm►ut�� IE OUT: 853.37 NE - IE OUT: 852.92 NE RIM EL.: 855.73 BENCHMARK DATA �\ IE IN: 852.03 N'N IE IN: 852.03 SW PROJECT BENCHMARK: SITE BENCHMARK 100: \ U.S.G.S. DATUM BENCHMARK CUT "X "ON TOP OF NORTHWEST BOLT OF FIRE / IE OUT: 851.93 SE ' C) 49 11� INFORMATION: HYDRANT, Jae LOCATED ON THE EAST SIDE OF OLD A) A BRONZE PLATE ON A CONCRETE 0 MERIDIAN STREET AND THE FIRST FIRE HYDRANT EMH T NO. �� J POST PROJECTING 1.5 FEET OUT OF NORTH OF CARMEL DRIVE. C) THE GROUND, ALONG U.S. 31 B.M. ELEVATION = 860.75 2007 -1168 N� \ �, APPROXIMATELY 2.6 MILES NORTH OF N INTERSTATE 465 AND 0.7 MILE SOUTH SITE BENCHMARK 101: DATE: o ` ' OF 131st STREET 83 FEET WEST OF CUT "X" ON TOP OF NORTHWEST CAP BOLT OF FIRE ��G r, CENTERLINE SOUTH BOUND LANE OF HYDRANT, LOCATED AT THE NORTH SIDE OF 07 -19-07 U.S. 31 AND FEE EAST OF R/W FENCE. CRANSTON AVENUE. �',x B.M. ELEVATION = 867.46 NGVD 1929 B.M. ELEVATION = 861.85 SCALE: �' `� �J�F "HOLEY MOLEY " SAYS CALL 1 - 20 O AT LEAST Q ���AA\\ � � � / WORKING DAYS BEFORE tc � - FULL '� YOU DIG ITS THE LAW �' 1'-800 382 5544 SHEET No. o O� j�� �►�� ,* CALL TOLL FREE s 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA C313 I STORM SEWER cos, CURB INLET IN, `'R MOVE INLET & CURB INLET RIM EL.: 858.39 CURB INLET ,� REPLACE CASTING ■ WITH SOLID LID & t EL: -UZ3.L I�hS AREA NDER CONSTRUCTION REUSE CASTING IE 854.16 RIM EL.: 858.87 ■ ADJUST TO GRADE -EL: IE: 852.95 THE TI .AE OF THE �IIR 1 � o EXTEND s8 OF 'f5"- RCP IE: 854.37 .- 57.83 r EXISTING GUTTER FL TO REMAIN CD T INLET ` 505 ME 506 r, 57.33 ' M.E. - 58.20 58.301 58.50 I 858.3 IE:854.2 N I 858.7 58.90 J� 58.40 57.70 57.80 {E: 854.41 N STORM SEWER IST. FIRE BEEHIVE <.:. EXISTING CURB uw_ ; RIM EL: J57.33 .]- - -- �W]- [w] [] [w] [Wj TO REMAIN w ' = "w RR rq- 4 ' ■ fE: 854.48 "_ - �. [15.. [15 "S O a U W IW-- W _ FINISHED FLOOR ELEVATION = F.F -. A NT 50 E I STI G R r! i 05.50 CURB AND •' f . ° 58.30 j j , \ IE: 8 4 ° y _ �_ 05.00 GUTTER GRADE HPt. HIGH POINT j ° 9 a .i ' 59.33 59.20 . ` . �\ ; �- • ° a a ° ° _,, I \ i : . O. ,, e _ a a� --,_ ( ! i 0 °° FLOW DIRECTION w Y• /' • \ i /GRADE L pt LOW POINT ,C A. PRbf?OSED 460 °R�1 EK" TH•OROMHFAR.E -PLAN PLATT - M58.83 M58.701 d 8 •.. 4 . D -60 R�W� -FROM CENTERLINE p ` ° e, . 59.2 , ° 0 pQ IE: 855.2 �__�3 H:V RATIO GRADE �, . a C I t t =_ -# �t-h INTERMEDIATE CONTOUR �- �' I 58.70 4 f 1 0 �Jg i____ ._. -_- _ - -� �-�- - - _ __ a �°' _85 - hYl - -- !- 1 = f S - . _` '' IE: 805.5 PIPE INVERT ELEVATION Oa"""- INDEX CO N W J J , STORM SEWER �8 CONTOUR W 01, > GO ', N ° • d �lAN HOLE l. 6' ,� ! ,. STRUCTURES RIM ELEVATION _ m Z / \ .. IM EL.. \ t `-� • 59.9 E: 850.52 ^ a Q N N Y TOP & BOTTOM OF WALL ep x M j2: W \ N IE: 850.50 ? B ZZ tt e� ELEVATION O a : , N ME ts.., / \ C. d, • co v / 59.33 59.20 tv_ �8�j / \, °° ! t O a Z IL / ( 58.83 58.70 ° (�,� C,,1 i t "• L6 : Z QW, Q ^ v EXISTING 01- PROPOSED -STORY BUILDING �-o --�..� - - - BUILDING 2 wc�s TREE •� I ____ : m 4 . 15 200 S F 45 600 S F TOTAL - - M o .. x Z �as:o PROTECTION { / ' u -_- 32, 922 S F a m M? a u o H r �' .F.E 859.5 z z 0. f 504 EXIST. 10" ' - FFE- 859.50 W� >d ATER MAIN cn a ' I ° -;TRENCH D' Y A• - -- - _ DRAIN n -" 503 d IE: 853.71 NE " ° DOMESTIC WA ER `� _. - _.. U IE: 854.0 ; • . 10 PVC STORM 1.0 /o FOR FIRE SERVICE I , . ROOF DRAIN CONNECTIONS 190' 6' PVC SAN. LAT 60.8 IE: 853.7ITS E -. ' - - ' IE: 851.0 . ° . .-. • 'e ° , f °, . '° @ 1.00% (TYP.) - _- 59.2 L: �- . • ° . ° 4,. ' • ' P.I:�% �e u - -- ,. (3 i 'a • 44 • e 15 LF 6 LATERAL 70 401 ,° 859.0 t, CAPPED AND w 59.33 ® 15�� 10 WST 10"St • 1 ST 1 T EXIST. FIRE - • d io"s i 848.3 58.83 ° -�- ° o"S..� .. d •,.._ C.O. IE: N - - _ - IE: 84$.2 HYDRA T a MEN s a s "s 8 ° s"S s "s .° - I E: 854.7 6 O t .. G c C w 59.20 • 1 .� ■ t c m o m o •� aM�> �t i / 402 � 58.70 • ' � 18 59.38 ;■ d :' � N °'• v - 856--- - -- -- � FUTU E DEVELOPMENT- _ r ° . \ ( I 859.5 m 58.88 c . I E: 849.5 E w N m __ ' i H EV H EV H EV 6 ca l' ✓ , 59.38 / .9 .9 .9 .9 W C to u. C ---r I 58.88 / 60.2 EP / W o ` t o J \ / 2 MANHOLE �/ = o in •o cn 2 w I ME EP / - 4 c o \ o^ r, t INV= 849.43 CA 0 Z Oo� � r • \ \ a N I / A BEC BEC SEC / BEC SEC 59.9 P t [31 [31 [�J [3J [31 Z � � B V \ g, 1 [31 [31 131 GI 7 W W \ \ 58.57 :�N 9=YL 16 57.9 FL 57. / F 57. 58.07 T T SEC BEC (3) [33 [ 1 [_ \ �L 58.48 58.84 58.4 COW.48 N i \ \ BIO-SW E 57.98 58.34 58.34 57.98 1310-SWALE 93 -+ FL \\ 57. -�-- 57.4 58.43 g '` �8Jr9 i ♦♦W^^ 1 v! r n ` 6"sso-- WSSI>- -6 "SSD - 6"SSD>- 6"SSD- -s"SSD 6"ss 6" sso-- 6" SSO-- s" sso-- 6"sso--- 6*SSra-- ("ssa --s"ss A --• ` - CLE U) W U0 \ \ �g t z Z 1 D / 58 r \ \ t W 501 \ Q ?� 0857.7 1 ` " J (\ �� \ r \ \ 1 IE: 852.5 6 : Cn O 1 852.3 57.76 \ � 15 57.79 58.40 � ` Q V 57.26 ` IE: 852.3 SE 15" 3 HIGH CURB 57.26 57.90 \ W p Z OVERFLOW -� rT1 ``'" O C7 ✓ \ ° d •� Cn CL 12" CAPPED STORM\ 57.96 N .: . ° a' p f \ \ STUB FOR FUTURE 57.46 a• ° . �'• ° ° •. , d ° ; ' \ ° • ° a' .. NECT - J \ (DEVELOPMENT \ 57.50 t ° • 4 m C� c 4'A •'' ■ EXIST. .H. \ t O y O 57. "� ° • ° °' :e� ° , e. 4 ., .ea : ` ;' , �'. :' ■ / IE: 877.71 1 t Q j ; 1 / 00 \ _ - .1, ° . p .. ! 57.8 ■ AD EXTERIOR 2 Sri \STORM SEWER \ �' (� -I ( Sr C.O. •' . d e : a \ • e 4 •- 57. DROP TO M.H. \ _ .__� _._ CATCH BASIN \ !, \ ` 6" 8" -s" sr�-= s s"s s"ss . s"ss 6"ss s" s" s s 8D- "SS 6- �-y0" ss S'; \ > W W RIM EL: 851.15 C� 15 "Sj i 15"ST 15 "ST 1WST 15"ST _Q 5� r [S] [S] [S] W IE IN: 848.10 N \ ■ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MEN MENO ■ ■ ■ ■ ■ ■ " \\ IE OUT: 848.00 S \ \ \ - - -- - -- - -- 0 Q.. Q 57.50 / 1 -- U ONNE T TO ST. 57.00 l Q \ \ \ TORM TUB � \ r'� 562. f � -- -" i - --- - - - - - - - - - -- r ^ \ , \ N 400 W \ \ \ IE: 853.0 / °S ph) EXIST. 15" STORM SEWER STUB SANITARY S ER ' 0 �� 15 IE. 853.0 NE ' m / MAN HOLE \ \ l / GEORGETOWN LANE' RIM EL.: \ [ST] [ST] [ST] -�- -- f - ISTI [� IE OUT: 843.01 SE \\\````\\\\%%%►%% urrq1 cn FLOOD ZONE STATEMENT = PE19500055 STATE OF r � i Q To the best of a STORM SEWER N ' ( my knowledge, belief and information, the parcel lies in Flood Hazard Zone X (Areas determined to be T `N \ ` -+ outside 500- ear flood lain according to the Federal Emergency Management Agency's Flood Insurance Rate Ma ''�, �!NDIANP�� \ STORM SEWER CATCH BASIN `� 500 Y P ) 9 r9 cY 9 P, ., \ \ CURB INLET Hamilton County, Indiana, Community Panel No. 18057CO207F, and Dated February 19, 2003. i w \ `- -- -- - RIM EL: 856.97 Rl1.4 EL.: 856.72 STORM SEWER NAL IE IN: 852.77 SW CATCH BASIN r, rrrrrutntm►ut�� IE OUT: 853.37 NE - IE OUT: 852.92 NE RIM EL.: 855.73 BENCHMARK DATA �\ IE IN: 852.03 N'N IE IN: 852.03 SW PROJECT BENCHMARK: SITE BENCHMARK 100: \ U.S.G.S. DATUM BENCHMARK CUT "X "ON TOP OF NORTHWEST BOLT OF FIRE / IE OUT: 851.93 SE ' C) 49 11� INFORMATION: HYDRANT, Jae LOCATED ON THE EAST SIDE OF OLD A) A BRONZE PLATE ON A CONCRETE 0 MERIDIAN STREET AND THE FIRST FIRE HYDRANT EMH T NO. �� J POST PROJECTING 1.5 FEET OUT OF NORTH OF CARMEL DRIVE. C) THE GROUND, ALONG U.S. 31 B.M. ELEVATION = 860.75 2007 -1168 N� \ �, APPROXIMATELY 2.6 MILES NORTH OF N INTERSTATE 465 AND 0.7 MILE SOUTH SITE BENCHMARK 101: DATE: o ` ' OF 131st STREET 83 FEET WEST OF CUT "X" ON TOP OF NORTHWEST CAP BOLT OF FIRE ��G r, CENTERLINE SOUTH BOUND LANE OF HYDRANT, LOCATED AT THE NORTH SIDE OF 07 -19-07 U.S. 31 AND FEE EAST OF R/W FENCE. CRANSTON AVENUE. �',x B.M. ELEVATION = 867.46 NGVD 1929 B.M. ELEVATION = 861.85 SCALE: �' `� �J�F "HOLEY MOLEY " SAYS CALL 1 - 20 O AT LEAST Q ���AA\\ � � � / WORKING DAYS BEFORE tc � - FULL '� YOU DIG ITS THE LAW �' 1'-800 382 5544 SHEET No. o O� j�� �►�� ,* CALL TOLL FREE s 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA C313 I 1 , Earth Or Sidewalk Surface Concrete Curb Or Curb k Gutter Pavement • oc�c•�C ec•bc °o �o;o0;va oJ3a0;a0 f oC°eC°eC .^.�vC °e Detectable warning brick 8.33% + 5% = 13.33% > 11 Brushed sand mixture Setting bed 8.33% maximum 5% maximum Slope 12:1 Concrete base PAV PAVEMENT 2'-0" Provide 2' -0" level strip Provide curb as required, if algebraic difference may be monolithic with BRICK SURFACE CONSTRUCTION exceeds 11% level strip. CHANGE OF GRADE 1.6" -2.4" 0.4" -4)_ -0.910 0.211 0.9 " -1.4" Section a -a SQUARE PATTERN 211 211 211 TRUNCATED DOMES USED IN DETECTABLE WARNINGS 0.311 DETAIL OF RAMP GROOVES SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS INDOT 604 SWCR -02 SCALE: NONE 24" GENERAL NOTES: C NOTES: C C 1DThese dimensions are based on a 6in. curb 1. The curb ramp type includes the ramp and Type G -2' 4" min. 5' -0" min. for Type G Varie Type H -0' ' -0" min. or Type height. They shall be proportionately adjusted for flared sides as indicated by the hatched lines on _ �-" �-'I - '1 t (_=j f--f other curb heights. the details. A top level landing for every curb PVMT. Q ramp shall be provided. Slope 50:1 max. © Where site infeasibility precludes construction / to the width shown, such width may be 2. For details of sidewalk curb types see Top Soil decreased to a minimum of 3'-0 ". Standard Drawings E 604 - SWCR -03 to -11. ° ©The bottom edge of the curb ramp shall be 3. The curb ramps shall be placed within the - flush with the edge of adjacent pavement and marked crosswalk area. e.o,•e Y80c0,008c0,Co 8 0 o°e ; gutter line. Sholl Not Exceed Q Flared sidewalk curb ramp next to utility strip ® Landing areas at the top of curb ramps shall shall be sodded. e c have maximum cross slope of 50:1 in any Sidewalk �;12 direction. When site infeasibility precludes a 5. See General Notes at right. it landing slope of 50:1 in any direction, the slope / perpendicular to the curb shall not exceed 50:1. J.�?i�'�.�i�'• elf site infeasibility precludes construction to the 6 width shown, the landing width may be decreased to X -0" minimum. The running slope Q See Standard Drawing E of the curb ramp may be steepened to a ec•oc °oc°ec�c °e maximum of 10:1 for a maximum 6 in. rise. #5 spa @ 18" Slope 12:1 6. Drainage inlets should be located uphill from - -�- PAVEMENT Slope W4/ft. curb ramps to prevent puddles at the path of Q See Standard Drawings E 604 - SWCR -02 for details of the detectable warning surface. travel. #8 Washed Aggregote 7. See Standard Drawing E-604- SWCR -12 for Construction of curb if / improved access on narrow sidewalks. separated from ramp �^ - o 8. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited 611 to less than 11 %. If it is not practical, a 2'-0" wide V-6" \ level strip shall be provided. See detail sketch. �, ALTERNATE CURB CONSTRUCTION Compacted Backfill AC -5 n` 46 10 • 1 , Earth Or Sidewalk Surface Concrete Curb Or Curb k Gutter Pavement • oc�c•�C ec•bc °o �o;o0;va oJ3a0;a0 f oC°eC°eC .^.�vC °e Detectable warning brick 8.33% + 5% = 13.33% > 11 Brushed sand mixture Setting bed 8.33% maximum 5% maximum Slope 12:1 Concrete base PAV PAVEMENT 2'-0" Provide 2' -0" level strip Provide curb as required, if algebraic difference may be monolithic with BRICK SURFACE CONSTRUCTION exceeds 11% level strip. CHANGE OF GRADE 1.6" -2.4" 0.4" -4)_ -0.910 0.211 0.9 " -1.4" Section a -a SQUARE PATTERN 211 211 211 TRUNCATED DOMES USED IN DETECTABLE WARNINGS 0.311 DETAIL OF RAMP GROOVES SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS INDOT 604 SWCR -02 SCALE: NONE 24" O 0 v U N 0 0 C -c c c 0 r` 0 0 _ •o O 0 NI i O v E CL 0 1 0 0 N O M 7 1.511 ° C Utility strip width: C C f 1s� (TC) ELEV. i Type G -2' 4" min. 5' -0" min. for Type G Varie Type H -0' ' -0" min. or Type 61, _ �-" �-'I - '1 t (_=j f--f PVMT. Q , 1- Slope 50:1 max. oC�oCaeC`oQC�O•e 80�8000__M0d0o80 ,`•loos` / Spacing Between Top Soil I- ° \ e.o,•e Y80c0,008c0,Co 8 0 o°e ; Sholl Not Exceed . rti � e c I! �� SOIL f Sidewalk �;12 ,= it 800.9,0 .J�;JooO ecseCsee ec�e °e / _f J.�?i�'�.�i�'• 6 NOTES: SECTION• A -A Q See Standard Drawing E CU-8 ec•oc °oc°ec�c °e 604 - SWCR -02 for groove details. a Slope W4/ft. Q See Standard Drawings E 604 - SWCR -02 for details of the detectable warning surface. ® Sidewalk across approach shall be sloped at 50:1 maximum transversely #8 Washed Aggregote 80380,803a,30oe0 eC eC o� eC`eC e .....- oo,00009p 0,00 0 :•�' / �^ - o s, • \ ec;a^;eCFo�� �� �e�' 'e. •e �, c Compacted Backfill ��i % n` 46 10 • • Class. ',C Concrete . 4. • � - /rte• r 4" 4" �- Compacted Subgrode Min. Min. or Aggregate Base V -2" Min. 24" PIPE UNDERDRAIN (Typical Installations) NOTES: FACES_. MAY BE BATTERED TO FACILITATE SLIP FORMING. - CURE ALL EXPOSED SURFACES. NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: I'= 1' -0" Scale: 11T. 1' -IT CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED ' COMBINED CONCRETE CURB GUTTER (TYPE II1) REVISED ,FIGURE FIGURE 10 -9 10 -12 • Property Line Back Of Curb 5 W -0" Min. 1' -0' Grod owns S� lope Yf ft. • Tpp 5pil •. r :. : 4" Sidewalk '• ' 4" Top Soil Existing Ground Line • I - *Backfill Prepared Subgrade .., TYPICAL SIDEWALK SECTION 151 Roofing Roofing 5' Min. 1' NOT TO SCALE Paper Min. A Slope .14 /fL ... 4 . _ Curb A • ' 2:1 Max. Slope * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE _ MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS Variable ' Compacted Subgrode NOT To EXCEED 6' IN DEPTH. Existing Ground Compacted SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES Granular Backfill Existing Ground Line SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD' SPECIFICATIONS. O 0 v U N 0 0 C -c c c 0 r` 0 0 _ •o O 0 NI i O v E CL 0 1 0 0 N O M 7 Bond Breaker Tooled Or Sowed Joints Thickness DETAIL A , /� Scale: 2 "= 1 -0" • ' • ' Class "A" Concrete 4" .Minimum Sidewalk Built With Driveways Shall Have Minimum Thickness NOTE: SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS Of Ir Or Thickness Of Driveway Which Ever Is Greater. OF 4 OR THICKNESS OF DRIVEWAY, WHICH EVER IS. GREATER. CONCRETE SIDEWALK NOT TO SCALE Scale: 1' -0" CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED SIDEWALK NEXT TO CURB REVISED FIGURE FIGURE 10 -14 10 -15 1.511 ° C Utility strip width: C C f 1s� (TC) ELEV. i Type G -2' 4" min. 5' -0" min. for Type G Varie Type H -0' ' -0" min. or Type 61, _ �-" �-'I - '1 t (_=j f--f PVMT. Q , 1- Slope 50:1 max. h N Spacing Between N I- ° Transverse Joints cu Sholl Not Exceed CURB ABUTS CONCRETE WALK OR PAVEMENT o` o e c I! �� SOIL f Sidewalk �;12 ,= it 1.25 Times Width -• � _f Bond Breaker Tooled Or Sowed Joints Thickness DETAIL A , /� Scale: 2 "= 1 -0" • ' • ' Class "A" Concrete 4" .Minimum Sidewalk Built With Driveways Shall Have Minimum Thickness NOTE: SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS Of Ir Or Thickness Of Driveway Which Ever Is Greater. OF 4 OR THICKNESS OF DRIVEWAY, WHICH EVER IS. GREATER. CONCRETE SIDEWALK NOT TO SCALE Scale: 1' -0" CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED SIDEWALK NEXT TO CURB REVISED FIGURE FIGURE 10 -14 10 -15 VARIES (SEE SITE PLAN) x N PAVEMENT MARKING -STOP BAR 41111 4 "MIN. W MAX 4 DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING SOLID WHITE PAVEMENT STRIPING LINES TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT O a U U) W O TOP OF CURB STRIPE 09 in case of concrete driveway there will be no curbs. This side shall be adjusted accordingly. 45' t'� s r -• v •. s ` 1� Indicated area denotes pay limits O . • .... Y 4 ' ' v ' d 9Q• p` y• 45' 1` W 11. See Standard Drawing E 604 -SWCR -Oland -02 for Location Plan and General Notes respectively. PAVEMENT BOTTOM OF CURB Q TRANSVERSE EXPANSION TRANSVERSE CONTRACTION �>r1 Detectable warning elements JOINTS @ 100' C-C AND AT ALL RADII RETURNS JOINTS @ 10' C-C. Concrete Base W Setting bed _- Slope 12:1 Integral Curb 8 Wo 611 -- RAMP PAVEMENT PAINTED ISLANDS 4" SOLID WHITE LINE PAVEMENT MARKINGS PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS � 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS GO 611 .E CU -7 CURB JOINT DETAIL U. RAMP CONSTRUCTION DETAIL (DCAM #12 -04) SCALE: NONE PA 7 TRAFFIC STRIPING C G SCALE: NONE 0 r w W rr� TOP OF 6" CURB o z ~ va C3 �o° 2' TAPER W m = O w Ix _J ,moo co QaQ cn Cl) -� a !' : � o z LL O•�� PVMT. SURFACE tit a. a O :,.� N W _ _ q w v7 m a v` >Z�r H in iv ;n = z 5'-0" BETWEEN z - .11.. e-.: r- TRANSVERSE JOINTS �' ■. a y N N Q d O r r 0. ZpW . 3 z 48' -0" BETWEEN EXPANSION JOINTS (MAX.) - ..r B PVMT. ELEVATION W V Z a v .. ~ t. :. M p ... Z a M t XX O M Z a d a 0 0 a Iq .. u. t3 � d. 0 0 Soo . A CU -6 CURB END TRANSITION SLOPE 1 /4"/Ft. per PLAN W SCALE: NONE VARIES Z, f SEE SITE PLAN Og 5 °a NOTES: 4" CONCRETE ' OC• Oslo O� n O ® 12.1 6. See Standard Drawing E604- SWCR -02 for MIN. 4 TOP SOIL f, !, / MIN. 4" TOP SOIL groove details. PREPARED y Sidewalk I A o U 8 1/2" preformed 7. See Standard Drawing E604- SWCR -02 for SUBGRADE g'_0• 0 sod Utilit joint filler details of the detectable warnings. 6 'Op min. * e 8. Indicated area denotes pay limits. 9. See Standard Drawing E604- SWCR -02 for ** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE. SIDEWALK CU 5'_0. ® typical ramp construction details. .. c } CO CURB RAMP TYPE H min, Q g,_0" on,ry/ to PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED }� - c sps 3 - brfn'Sh // 10. See Standard Drawing E604-01 THE WIDTH OF THE WALK. PROVIDE 1/2 EXPANSION JOINTS EVERY 50' MINIMUM AND m o - N V E > SIDEWALK CURB RA �0 b and -02 for Location Plan and General Notes SERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH i- , MP respectively. AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION. �' ~ �a ` >Z;= p N' EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. o c Q? X 1/2" preformed ° '° >} '- C ° c V a a a faint filler � � � � AC -5H CURB RAMP TYPE G and H oao�r S IL m INDOT 604- SWCR -09 SCALE: NONE �` °h��y ? ° - PA -3A SIDEWALK EWAL K DETAIL * X W _L_ t SCALE: NONE 0- W c rn � WIDTH PER PLAN 3 S z° ,, �,. .c V, o . 1/4" PER FT. SLOPE (PER PLAN) ^� m E L) ON 1.5" HAC #11 SURFACE Sidewalk, Slope 50:1 Max. - 7" #53 COMPACTED STONE BASE �,`/�^- . Jamie ��0��,�1 i _�, ! � , - , -I i `- , - �.- �J.l�• � j- --•� �I ~ _� � � yF `I T3 Ti+iT T 2" H.A.C. #9 BINDER ASPHALT Variable slope 12:1 max. �G N COMPACTED & WELL DRAINED SUBGRADE 4' -0° 4' -0" .�"`� �, S PREPARED SUBGRADE •= 4" PORTLAND W 3" H.A.C. #5D BINDER ASPHALT min' COMPACTED PER SPECIFICATIONS CEMENT CONCRETE Q o 2x2' -U' �Pa (D ♦ ) em en �ti ON PREPARED SUBGRADE Q PA -1 R ,oQe 1/2" preformed joint filler WIDTH PER PLAN SECTION A -A Q 1/4" PER FT. SLOPE (PER PLAN) W Z AC -5B SIDEWALK CURB RAMP TYPE B .' : a .4 . Q INDOT 604- SWCR -04 SCALE: NONE d: Z U Q PA-1111 RIGHT -OF -WAY PAVEMENT SECTION '•.0 .. . '.. -. ; . • e :.....a : '• .. z Z �QO0QOOOpG000OOOOOQ�QOQQ©a,000 �o�oQaooQO ©oQQ _ SCALE: NONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n Q '01�� II I ` I I IL It 1 I i I f► -i III III �(�' i.i VARIES (SEE Paws) I�-jI I�l�i f !" f� I 1 �_��i I I 11- �� i � I I �� i f � I I ° -i f� � f ' � Z PORTLAND CEMENT i`= f i�,, I, 11 ' ��. , I I _ I f I -- I I 3$00 PSI CONCRETE g. PREPARED SUBGRADE •• 4" PORTLAND O COMPACTED PER SPECIFICATIONS CEMENT CONCRETE 3" COMPACTED SAND OR Z O V 1�2' SCORE R �" LEVELING COARSE W L_ N Z 114• PER Ft _ ' L.i. Lim WITH LEVELING C F'- +Try T, Y;; rt ;�.� w �;R ti; = .•..•..•.. .•.. .•.:•..•.. .. OARSE 1.5" HAC #11 B SURFACE / \\ ** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE. 0 Q 2" H.A.C. #9 BINDER ASPHALT WiSRAMLAAR y/ PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED = _ COMPACTED &WELL DRAINED SUBGRADE eACwu • . :. •' : :. - THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND 1„ j,.1 v, 6 H.A.C. #53 STONE WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH W AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION. > W W INTEGRAL WALK AND CURB DETAIL �'y //� EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. W CL C PA-IL \� p Q W PA -3 CONCRETE WALK 0 SCALE: NONE �_^^ `� •� v, PA-1111. TYPICAL PAVEMENT SECTION s 11-1 CUT FOR SCALE: NONE EXi �N CLEAN eRF�1ic 1.5" H.A.C.- SURFACE _ •',� . •: :��.�� ' . �� �•y �•. ` \`\ \���� \11111 ,., , -- ' � 1�� � • � • '�.. ' A. , :..;, •'` ' • � � . tl✓1�` �` �� , %�,IST ER�.o.` �C/ i �.?;.r�o-� 12" THICK PLAIN CONCRETE = V` i �iC. vl f: 1 -0 MIN. `.' ;•.;h.• TO BE FINISHED 1.5" BELOW / 1 1.5" HAC #11 SURFACE BOTH SIDES �� = ?:; ' THE EXISTING PAVEMENT _ r PE19S00055 1 OF TROCH ; x , -�, r 1 :�:'•".���.� STATE OF i 5" #2 COMPACTED STONE BASE PLOWABLE FILL TO 8E PLACED �o �IQ 4" H.A.C. #5 BASE ASPHALT ENTIRE 'TRENCH TO. Bonoµ OF O.�\ `� ; COMPACTED 8� WELL DRAINED SUBGRADE CONCRETE 19.):1/ATION %•� �s //U A •' G� ��� 3" H.A.C. #53 COMPACTED AGGREGATE - - . I. NEW SURFACE IS TO BE SLOPED AT V-I& •,,,�� / S /ONAL �� \ \`,•` SUT RATE As W EXISrIW, SWAM . //NrprrtlllN►1u����`` A p.EN1 Mr AKA%Vaw IS TO BE sAw, 09 M11 PA-1H = 3. TRFl4CN SP= 13 70 t1E R)rb(oYED FROM StM � 4. 1.3" HAG. $11 SURFACL & WILIU =US TACK APPLIED AS PER INDIANA ' DWt. of 1440 vAYS srOMW sPEMCAMON E M H T J 0. .409 & 90Z• ' 3. All. LANE- UVIK(NM SiRI M STOP BARS. PA-111-11 HEAVY DUTY PAVEMENT SECTION EExC"ARON ACWK �° BE rCURNO TO 200 -1168 SCALE: NONE THEIR OPIGNAL. COMITION. DATE: 7. PWN COKC M 1S To et Fam'HEo I e eEt otrl THE COMO PAVOmOff, 07 -19-07 3. CUT SPAL BE STEEL. PILMED DURUM CONCRETE CURE TWE AND UUM ASPHALT 13 APPLIED SCALE: AS NOTED ROAD CUT PATCH • DETAIL SHEET No. 1.511 ° TOP -OF -CURB Utility strip width: EJ• f 1s� (TC) ELEV. i Type G -2' 4" min. 5' -0" min. for Type G Varie Type H -0' ' -0" min. or Type 61, _ �-" �-'I - '1 t (_=j f--f PVMT. Q , 1- Slope 50:1 max. �l I l ---f 1 I - -- Pavement I- ' 1/2" EXPANSION JOINT REQ'D WHERE SECTION B -B CURB ABUTS CONCRETE WALK OR PAVEMENT -'�- UNDISTURBED 6'-0' Varies I! �� SOIL f Sidewalk �;12 j Pavement -• � _f J.�?i�'�.�i�'• I �= NOTES: SECTION• A -A Q See Standard Drawing E CU-8 CONCRETE STRAIGHT CURB 604 - SWCR -02 for groove details. SCALE: NONE Q See Standard Drawings E 604 - SWCR -02 for details of the detectable warning surface. ® Sidewalk across approach shall be sloped at 50:1 maximum transversely 100' VARIES (SEE SITE PLAN) x N PAVEMENT MARKING -STOP BAR 41111 4 "MIN. W MAX 4 DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING SOLID WHITE PAVEMENT STRIPING LINES TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT O a U U) W O TOP OF CURB STRIPE 09 in case of concrete driveway there will be no curbs. This side shall be adjusted accordingly. 45' t'� s r -• v •. s ` 1� Indicated area denotes pay limits O . • .... Y 4 ' ' v ' d 9Q• p` y• 45' 1` W 11. See Standard Drawing E 604 -SWCR -Oland -02 for Location Plan and General Notes respectively. PAVEMENT BOTTOM OF CURB Q TRANSVERSE EXPANSION TRANSVERSE CONTRACTION �>r1 Detectable warning elements JOINTS @ 100' C-C AND AT ALL RADII RETURNS JOINTS @ 10' C-C. Concrete Base W Setting bed _- Slope 12:1 Integral Curb 8 Wo 611 -- RAMP PAVEMENT PAINTED ISLANDS 4" SOLID WHITE LINE PAVEMENT MARKINGS PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS � 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS GO 611 .E CU -7 CURB JOINT DETAIL U. RAMP CONSTRUCTION DETAIL (DCAM #12 -04) SCALE: NONE PA 7 TRAFFIC STRIPING C G SCALE: NONE 0 r w W rr� TOP OF 6" CURB o z ~ va C3 �o° 2' TAPER W m = O w Ix _J ,moo co QaQ cn Cl) -� a !' : � o z LL O•�� PVMT. SURFACE tit a. a O :,.� N W _ _ q w v7 m a v` >Z�r H in iv ;n = z 5'-0" BETWEEN z - .11.. e-.: r- TRANSVERSE JOINTS �' ■. a y N N Q d O r r 0. ZpW . 3 z 48' -0" BETWEEN EXPANSION JOINTS (MAX.) - ..r B PVMT. ELEVATION W V Z a v .. ~ t. :. M p ... Z a M t XX O M Z a d a 0 0 a Iq .. u. t3 � d. 0 0 Soo . A CU -6 CURB END TRANSITION SLOPE 1 /4"/Ft. per PLAN W SCALE: NONE VARIES Z, f SEE SITE PLAN Og 5 °a NOTES: 4" CONCRETE ' OC• Oslo O� n O ® 12.1 6. See Standard Drawing E604- SWCR -02 for MIN. 4 TOP SOIL f, !, / MIN. 4" TOP SOIL groove details. PREPARED y Sidewalk I A o U 8 1/2" preformed 7. See Standard Drawing E604- SWCR -02 for SUBGRADE g'_0• 0 sod Utilit joint filler details of the detectable warnings. 6 'Op min. * e 8. Indicated area denotes pay limits. 9. See Standard Drawing E604- SWCR -02 for ** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE. SIDEWALK CU 5'_0. ® typical ramp construction details. .. c } CO CURB RAMP TYPE H min, Q g,_0" on,ry/ to PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED }� - c sps 3 - brfn'Sh // 10. See Standard Drawing E604-01 THE WIDTH OF THE WALK. PROVIDE 1/2 EXPANSION JOINTS EVERY 50' MINIMUM AND m o - N V E > SIDEWALK CURB RA �0 b and -02 for Location Plan and General Notes SERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH i- , MP respectively. AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION. �' ~ �a ` >Z;= p N' EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. o c Q? X 1/2" preformed ° '° >} '- C ° c V a a a faint filler � � � � AC -5H CURB RAMP TYPE G and H oao�r S IL m INDOT 604- SWCR -09 SCALE: NONE �` °h��y ? ° - PA -3A SIDEWALK EWAL K DETAIL * X W _L_ t SCALE: NONE 0- W c rn � WIDTH PER PLAN 3 S z° ,, �,. .c V, o . 1/4" PER FT. SLOPE (PER PLAN) ^� m E L) ON 1.5" HAC #11 SURFACE Sidewalk, Slope 50:1 Max. - 7" #53 COMPACTED STONE BASE �,`/�^- . Jamie ��0��,�1 i _�, ! � , - , -I i `- , - �.- �J.l�• � j- --•� �I ~ _� � � yF `I T3 Ti+iT T 2" H.A.C. #9 BINDER ASPHALT Variable slope 12:1 max. �G N COMPACTED & WELL DRAINED SUBGRADE 4' -0° 4' -0" .�"`� �, S PREPARED SUBGRADE •= 4" PORTLAND W 3" H.A.C. #5D BINDER ASPHALT min' COMPACTED PER SPECIFICATIONS CEMENT CONCRETE Q o 2x2' -U' �Pa (D ♦ ) em en �ti ON PREPARED SUBGRADE Q PA -1 R ,oQe 1/2" preformed joint filler WIDTH PER PLAN SECTION A -A Q 1/4" PER FT. SLOPE (PER PLAN) W Z AC -5B SIDEWALK CURB RAMP TYPE B .' : a .4 . Q INDOT 604- SWCR -04 SCALE: NONE d: Z U Q PA-1111 RIGHT -OF -WAY PAVEMENT SECTION '•.0 .. . '.. -. ; . • e :.....a : '• .. z Z �QO0QOOOpG000OOOOOQ�QOQQ©a,000 �o�oQaooQO ©oQQ _ SCALE: NONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n Q '01�� II I ` I I IL It 1 I i I f► -i III III �(�' i.i VARIES (SEE Paws) I�-jI I�l�i f !" f� I 1 �_��i I I 11- �� i � I I �� i f � I I ° -i f� � f ' � Z PORTLAND CEMENT i`= f i�,, I, 11 ' ��. , I I _ I f I -- I I 3$00 PSI CONCRETE g. PREPARED SUBGRADE •• 4" PORTLAND O COMPACTED PER SPECIFICATIONS CEMENT CONCRETE 3" COMPACTED SAND OR Z O V 1�2' SCORE R �" LEVELING COARSE W L_ N Z 114• PER Ft _ ' L.i. Lim WITH LEVELING C F'- +Try T, Y;; rt ;�.� w �;R ti; = .•..•..•.. .•.. .•.:•..•.. .. OARSE 1.5" HAC #11 B SURFACE / \\ ** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE. 0 Q 2" H.A.C. #9 BINDER ASPHALT WiSRAMLAAR y/ PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED = _ COMPACTED &WELL DRAINED SUBGRADE eACwu • . :. •' : :. - THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND 1„ j,.1 v, 6 H.A.C. #53 STONE WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH W AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION. > W W INTEGRAL WALK AND CURB DETAIL �'y //� EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. W CL C PA-IL \� p Q W PA -3 CONCRETE WALK 0 SCALE: NONE �_^^ `� •� v, PA-1111. TYPICAL PAVEMENT SECTION s 11-1 CUT FOR SCALE: NONE EXi �N CLEAN eRF�1ic 1.5" H.A.C.- SURFACE _ •',� . •: :��.�� ' . �� �•y �•. ` \`\ \���� \11111 ,., , -- ' � 1�� � • � • '�.. ' A. , :..;, •'` ' • � � . tl✓1�` �` �� , %�,IST ER�.o.` �C/ i �.?;.r�o-� 12" THICK PLAIN CONCRETE = V` i �iC. vl f: 1 -0 MIN. `.' ;•.;h.• TO BE FINISHED 1.5" BELOW / 1 1.5" HAC #11 SURFACE BOTH SIDES �� = ?:; ' THE EXISTING PAVEMENT _ r PE19S00055 1 OF TROCH ; x , -�, r 1 :�:'•".���.� STATE OF i 5" #2 COMPACTED STONE BASE PLOWABLE FILL TO 8E PLACED �o �IQ 4" H.A.C. #5 BASE ASPHALT ENTIRE 'TRENCH TO. Bonoµ OF O.�\ `� ; COMPACTED 8� WELL DRAINED SUBGRADE CONCRETE 19.):1/ATION %•� �s //U A •' G� ��� 3" H.A.C. #53 COMPACTED AGGREGATE - - . I. NEW SURFACE IS TO BE SLOPED AT V-I& •,,,�� / S /ONAL �� \ \`,•` SUT RATE As W EXISrIW, SWAM . //NrprrtlllN►1u����`` A p.EN1 Mr AKA%Vaw IS TO BE sAw, 09 M11 PA-1H = 3. TRFl4CN SP= 13 70 t1E R)rb(oYED FROM StM � 4. 1.3" HAG. $11 SURFACL & WILIU =US TACK APPLIED AS PER INDIANA ' DWt. of 1440 vAYS srOMW sPEMCAMON E M H T J 0. .409 & 90Z• ' 3. All. LANE- UVIK(NM SiRI M STOP BARS. PA-111-11 HEAVY DUTY PAVEMENT SECTION EExC"ARON ACWK �° BE rCURNO TO 200 -1168 SCALE: NONE THEIR OPIGNAL. COMITION. DATE: 7. PWN COKC M 1S To et Fam'HEo I e eEt otrl THE COMO PAVOmOff, 07 -19-07 3. CUT SPAL BE STEEL. PILMED DURUM CONCRETE CURE TWE AND UUM ASPHALT 13 APPLIED SCALE: AS NOTED ROAD CUT PATCH • DETAIL SHEET No. F LANT SCHEDULE Symbol Botanical Name Common Name Size Container Notes TREES Ace-9 Acer griseum Paperbark Maple 1.5" B &B full, matched, single stem Car-c Carpinus caroliniana American Hombeam 2.5" B &B full, matched Cer-c Cercis canadensis Eastern Redbud 8' B &B multi- stemmed, 3 -5 stems Lir-t Liriodendron tukipifera Tulip Tree 2.5" B &B full, matched Ulm -x Ulm us x'Morton' Accolade Elm 2.5" B &B full, symetrical Zel -s Zelcova serrata'Villiage Villiage Green Zelcova 2.5" B &B full, symetrical Green SHRUBS matched, full space @ Deu-g Deutzia gracilis'Nikko' Nikko slender Deutzia 18" container 3' -0" o.c. Ite -v Itea virg inica 'Henry's enry s Garnet Sweetsplre Henry's 18 " container llow to mass, space @ Gamey 3' -0" o.c. Pot -f Potentilla fruiticosa Tangerine Potentilla 18" container allow to mass, space @ 'Tangerine' T-6" o.c. Phy-o Physocarpos opulifolius Summer Wine Ninebark 18" container space @ 4' -0" o.c. allow Seward to mass GROUNDCOVERS AND ORNAMENTAL GRASSES Plant 2' -0" o.c. triangular Arc -u Arctostaphylos uva -ursi Bearberry #1 container spacing. Car-m Carex morrowii9 �Aurea Variegated Japanese Sedge #1 container Plant 2' -0" o.c. triangular varie cite spacing. Plant 2' -0" o.c. triangular Hem -s Hemerocallis'Stella'd' Oro' Stella Oro Daylily #1 container spacing. Pan -v Panicum virgatum'Heavy _ Heavy Metal Grass #1 container Plant @ 3' -0" O.C. Metal' Pena Pennisetum alopecuroides Fountain Grass #1 container Plant @ 2'-6" o.c. Sed x Sedum x'Autumn Joy' Autumn Joy Stonecrop #1 container Plant 18" o.c. triangular Sedum spacing. GENERAL LANDSCAPE & PLANTING NOTES 1. Plant material to be installed and maintained by a qualified and experienced landscape installer. 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect before planting. On -site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, compromise the health, or alter the characteristics of plant materials. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material / 4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify 'jed measurements and install appropriate quantities as governed by plant spacing per schedule. 5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre - emergent herbicide as directed by the manufacturer prior to installing mulch. Sod all areas disturbed by construction activities that are not otherwise noted to receive r_avement, planting bed, or other treatment. 6. The Contractor shall install and /or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of topsoil prior to plant installation. A minimum of 4" of topsoil is required for sodded areas; 12" for plant beds. Topsoil sources shall include the reuse of surface soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1 ". Supplement with imported topsoil from off. site sources when .quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health. 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no additional cost. 8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance. 9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintanenace shall include pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease and insects, and replacing tree wrappings. Recommended long -term maintenance procedures shall be provided to the Owner before expiration of this period. Remove tags and labels Prune dead or broken branches only at the time of planting. Trees with double leaders will not be accepted. Remove transit guard Bud graft Remove wire basket. Before tree is in pit, ry remove bottom of basket cutting horizontally. AFter tree is in pit, remove the rest of the basket cutting vertically. Remove excess soil to locate and expose root flare. 2 "-4' of hardwood mulch. Aged wood ships ro similar mulch. Keep mulch 2 " -3' from trunk 3' high topsoil saucer dia.of saucer to equal ball dia. Soil grade i Root Collar/Flare: Collar shall be level or up to 1 " -2' above finish grade 112 dia. Score sides of the planting pit wall of root ball r Width of it to be one and a half 1112) i P � to two (2) times ball diameter. N Backfill using existing soil. Add fertilizer and water thoroughly to eliminate air pockets. Set root ball on undisturbed soil cone at bottom of pit Auger minimum 4" wide x 16' deep hole and fill with #2 stone ONLY in excavaions that hold water longer I than 24 hours. TREE PLANTING Not to Scale (50) Hem -x x x (55) Sed x % x x " (9) Ite-v (10) Pena (1) Lir -t .• ' p (130) Lir-m Bike Racks 1 %o f, (37) Arc -u r ° G la_ po ..t (10) Pot -f • (2) Lir -t D. ° (60) Hem -x Existing Fire Hydrant ° (9) Ite-v (37) Arc-u + p. o °• D (10) POW lawn 0 D ° a (37) Arc -u D x p lawn . ° (25) Arc-u i r (10) Pot f �� r p ss vO`� (7) Zel-s : " �JL0'� k ° A '` • p 21 01 o,V (6) Iles (37) Arc -u �p o (3) Ulm -x (18) Phy-o t Al ° C. - (25) Hem -x • ° °. � 0 °- (55) Arc -u ;• Bike Racks �. h� Q • 1 Cer-c I (10) Pen-a • lawn + ' p . + 13 Deu-g x - ° . -° ' � (75) Sed ( ) -9 p = Washed River Rock ' 4 Y • V x e • ! (9) Car-m x ✓ Zi ° s s X x X ° > . ° o . �� (25) Pan -v X x x x R° (7) Ite-v e X x x 6 • (2) Lir -t p x ° D x (20) Car-m b • g - Ace • Washed River Rock - (7) •• • \ . 0 ° ° D 8 ., ° •p i ar 45 (2) Car-c , } ( ) Hem x °' ' (7) lte-v (7) Pot -f ° 9 D ° n • lawn lo, ° p (1) Lir -t (20) Car-m ° p• ° ashed River Rock ' ° ° (7) Ite-v ° ' •.,p• ° boo (2) Car-c .... •. (2) Lir -t • p (7) lte-v D DD (7) Pot-f e D X INS (9) Ite-v (9) Car-m (100) Hem -x ` ' • � ' D Washed D D � X River Rock ' •- , D ' � • ! • (7) Pot -f (25) Hem x Remove tags and labels 1 SHRUB PLANTING Not to Scale Prune dead or broken branches only. Plants with double leaders will not be accepted. loot Collar/Flare: Collare shall be level or up to 1' -2' abaove finish grade. temove excess soil to locate and expose oot flare 2 "-4" of hardwood mulch. Aged wood chips or similar much. Keep mulch T -3' from trunk 3' high topsoil saucer for individual plants Soil grade Score sides of planting pit wall Width of pit to be 1 112 to 2 times the size of root ball. Backfill using existing soil. Fertilize and water thoroughly to eliminate air pockets. Set root ball on undisturbed soil cone at bottom of pit (2) Lir -t K D (7) Pot -f lawn p • .b O , Q (14) Pot f ° o (1) Lir -t } -o d 0 (55) Arc-u (19) Deu-g k t + f + + x rt + + + it { + lawn Note: All pererrial beds shall be planted using triangular planting scheme. Refer to Planing Schedule for On- Center planting ctimenslon. 3' shredded hardwood bark mulch Existng grade. Remove container 12* prepared soil; see specifications Ccompactad sub9ade PERENNIAL PLANTING Not to Scale Us CONTEXT landscape arr5itecrare 12 S. Main Street, Suite 100 Fortville, Indiana 46040 t e 1 317.485.6900 fax 317.485. 6912 www.context - design.com • O P: VI w 0 0 O O A L6 o� rA W n u� lu Z. F000 'o a. NNW V jZ�e�p j•••� =Z'�ti.Wp _.Z 0..S Z d a'::. 1% I% =r)zs 60 W W� a0 !! — H N ... U 0,0 C C O tj S Lo m p •V :3cNrnv> W X'o C °' ° �° X 0 _130) T11 o = o N ta �. L t W CS o _:2 �/� 3�0 � -CU I-) s Z U C) Q' " Q hod) •U J cn a� L o O� o E W W -C -5:Z CN W W mr Q CL Q W W Z Z U o g Z z >� CL W � @, Z ~ > o !� Z Q U W �° Z Q„ J O J Q Q W z > W W W W � U O W WW i No. 2002 -132 STATE Or 9y '•••.. &Df Ail►. ',�w� , • ......... •' \XX EMH &T JOB NO. 2007 -1168 DATE: 07 -13 -07 SCALE: 1" = 20' -0" 0 10 20 30 40 SHEET No. HORIZONTAL SCALE: 1 " =20' Ll D • r Based on the information provided, all dimensions and lumin ire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. lSe li��� repres8nis illumination levels OR lated rom�laborator atQ a�l n n e on role ort itio s in accordance um�na in r�gineenn �ociety u to a r ved al ert rmance , of an ma Cturer s �u irk �r m Yq v8Aar7v I vollag� to�erance in lams, an o) er varia�e ie ?d coUtio�is. a, i t- L L - i NOTES: LIGHT LOSS FACTOR = 0.80 MOUNTING HEIGHT = 20' FOOTCANDLE LEVELS CALCULATED AT GRADE. Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description - ) 3 S5 SINGLE 23000 0.800 LM- 250- MH -5 -CT -CHS MOUNTED @ 20' -O 1 S2 SINGLE 23000 0.800 LM- 250- MH -2 -CT -CHS MOUNTED @ 20' Numeric Summary Label CalcType Units Avg Max Min Avg/Min Max /Min Parking Illuminance Fc 1.09 4.2 0.1 10.90 42.00 1 2 2.5 ) 3 15' -0" 12,_6» 11,_6» 3,_8» 1'_40 4» 4,_0» 51_4» 3'_ »1,_ » ( 22,_1» 17,_8» 4 � 5 22'_1n 4' 6" 17'_8» 44 40 6 7 8 8.5 22' -1" 22' -1" 22,_1» 11' -6" 12,_6» 18,_1» 3' » 17,_8» 4' 6» 17,_8» - 1,_ » '_$ "- -18 -4" 40 41 A I 9 10 4'_O» E r I — _ _ _ _ - — -!- co M T7 r Stb j tl ° I LA tair') - L _ - RI r 4 II I Mech --a ICI ICI i�l ICI util i 00 , I I I 0 0 In _ CD I N. _ a _I N N _ 0 I 0 N - 1 c 1 P, C - I O I it C I I' i� -1 0 27 9 - I v k II II li it } ;Y Stair 1 II II ►I iI it II II II II II II II II ii II II If II it II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II z �I Lease Space 1 " Lease Space 2 " Lease Space 3 �' Lease Space 4 ;' Lease Space 5 " Lease Space 6 ' � Lease Space 7 � � 2717 SF 1623 SF 1623 SF 1656 SF 1638 SF 1623 SF 2673 SF it II II II II II Co] i I El 0ff I I E103 E104] El OEI i i E106] E1071 SPACE i i SPACE i i SPACE i i SPACE SPACE i i SPACE i i SPACE NET: 2717 SF NET: 1623 SF NET: 1623 SF NET: 1656 SF NET: 1638 SF NET: 1623 SF NET: 2673 SF � USABLE: 2717 SF USABLE: 1623 SF ill USABLE: 1623 SF ql USABLE:1656 SF ICI USABLE: 1638 SF Ijl USABLE: 1623 SF ICI USABLE: 2673 SF � Af II it it II If II II II II II II II II II II II II II III ICI ICI {lI Ijl Iii II it Ii II II it II it II it 11 II II II 11 li II it - — — n Q - 6' T S I 3, 4' -0" 33' -4" 4' -0" 20' -5" 1 - " 20' -5" ' -0" - 19' -5" 11-11, 19' -5" ' -0" , 20' -1" .3' -8" . 20' -8" Plan Nord true north n First Floor Plan 0 2' 4' 8' 00 I I N I INS 1 t,-4;3' -4" 1, 10,_0„ IS -4" .I co i _ 0 - +I _ _M W I 0 1 _ i i 0 I 0 ,I C PROVIDENCE ON MERIDIAN- PHASE 2 CARMEL, INDIANA First Floor Plan SCALE: 1/8"=V-0" DATE: 07/30/07 JAC review) PAGE: 1 of 101 REVISE: Demerly Architects ARCHITECTURE / INTERIORS / PLANNING 6144 North Park Avenue, Indianapolis, Indiana 46220 TEL 317.847.0724 FAX 888.895.2811 EMAIL mark @demerlyarchitects.com Plan Nord true north 2�3 SecondandThird Floor Plan 0 2' 4' 8' PROVIDENCE ON MERIDIAN- PHASE 2 CARMEL, INDIANA Second & Third Floor Plan SCALE: 1/811=11-011 DATE: 07/30/07 JAC review) PAGE: 2 of REVISE: 102 Demerl y Architects ARCHITECTURE / INTERIORS / PLANNING 6144 North Park Avenue, Indianapolis, Indiana 46220 TEL 317.847.0724 FAX 888.89S.2811 EMAIL mark@demerlyarchitects.com .................... 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IQ I U LZJ L .......... E.1 FIRST FLOOR 1002_0" Exterior Elevation 0 21 49 8' U EZJ PROVIDENCE ON MERIDIAN- PHASE 2 CARMEL, INDIANA Exterior Elevations SCALE: 1/811=11-011 DATE: 07/30/07 UAC review) PAGE: 3 of RMSE: 201 Demerly Architects ARCHITECTURE / INTERIORS / PLANNING 6144 North Park Avenue, Indianapolis, Indiana 46220 TEL 317.847.0724 FAX 888.89S.2811 F.MAIL TnarkCademerlyarchitects.com INNS M nExterior Elevation 0 2' 4' g' PROVIDENCE ON MERIDIAN- PHASE 2 CARMEL, INDIANA Exterior Elevations SCALE: 1/8"=1'-0'f DATE: 07/30/07 (TAC review) PAGE: 4 of RF.ViSF.; Demerly Architects ARCHITECTURE / INTERIORS / PLANNING 6144 North Park Avenue, Indianapolis, Indiana 46220 TEL 317.847.0724 FAX 888.89S.2811 F..MAIL mark@demerlyarchitects.com