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06020014 Civil Construction Plans Rcv.6/1/2006 DOCS
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"a i�♦� �J •� , t )•• �'t S• ,.J - . i•: t s y: i. i - •i:: 3 l'r •7 _ ti:• .it t_ •J t .• TL .t f 3 t =- i v- t •r.r � ! t ] ':a ). ae t - •� a • r i i'••. f! .S ,- 1 `�u •'r f :4 - i; , i ♦ T- -:�: :-7. . , '� / ',•;. sir.' '-, . r,. y. r f,. it s r ' 1• t� ie , t :1 4 t• 1 f r > 1 �,, !. .. r1♦ .. �N�_ �- - j( j� /' -ism }�:r , r• �<�. ... -� -- .- .. -.. -` •.�,•.•:- " -'�• -- - ice- -:,, •.,,� Jy 1 �. ,. !: 1. T.I J i• . 1 T l •I I I LOO CATIOO AP W i f I 1 I 1 1 i �1It •• I �l I NORTH UNE S 1/2 - SW 1/4 SEC 19-18N-4E CD DD- tt t� COOL CREEK TRAIL CONNECTIC CARMEL HIGH SCH 3 PROJECT DATA Address: 1940 E. -136th Street (Smokey Row Roa City/Town: Carmel County: Hamilton Township: Clay Section: 19 Township: I 8=N Range: 4-E _ location: North side of 136th Street Smoke Rowr Road) adjacent to Cool Creek and Carmel igh Sc ool Stadium. Narrative: 88 Townhome unit multifamily development Project Area: 12.72 Acres Right -of -Way: 0.55 Acres (Existing) BUILDING DATA TYPE QTY. UNITS 7 -units 1 7 6 -units 4 24 5 -units 9 45 4 -units 3 12 1 1 1 / 1 1 total units 88 PARKING 2 garage spaces per unit 176 2 driveway spaces per unit 176 internal guest spaces 69 Total parking provided 121 Parking ratio: 421/88 = 4.78 spaces per unit Banked spaces 8 Total parking with banked spaces Banked Parking ratio: 429/88 = 4.88 spaces per unit Roads 136th Street (Smokey Row Road) Frontage Road: Road Frontage: 365' Planning Data Thoroughfare: 136th Street- Secondary Arterial Existing R/W.- 65' Half Setback: 10 foot Yards Req. Front: 1 ' 0 Side. 10 Rear. 10' Zoning Information Zoning: PU04RDEiV Adjacent Zoning: N- 133 E- R2 S- R1 W- R2 Floodplain Information Flood Hazard Zone: Ploodway, AE, and X FIRM Panel No.: 18057CO207P Base Flood Elevation: 806.0 to 807.0 • A SHEET INDEX IM 0. DESCRIPTION 4 e �_t t' v' ••4. 'i .1• C1.0 COVER SHEET ••ti f � r - •f t' { C2.8 C2.9 f�l _4 l =f a /� Lr LaQ . Y •r.• i t 1 Lt X, CL C1.2 DEMOLITION PLAN , •� AAL. r ti C3.1 •� - ik •i � 't C4 f• - 1' _ &� 1 �! 1 �f j t..J. rrJ _ i J t _..� -t., . ter.• :- - :�` :� :, =. • : �•. •` ppe�rr t /i. 7 .. .;. % VT 141 -. 431 , ' tUee ' _ 1 -•.; •� C. t1 �` ,' , :+•- ') 'i` .'a`f' •� 'S i f:�• �,. �' ., :. V►,�, 71t .�.1� 'iLti.� .� ,. at.�� -/, ?'� +rod I A. :Y t 'Fi C (� •t: {' f. s:s � f -- ;? C2.5 STORMWATER R POLLUTION PREVENTION PLAN INA F L MEASURES) C -: - ect'Site SANITARY SEWER PLAN AND PROFILES 14- t[ 4777. '� �-� •- 1 . • � t•' - .Gti1tia - SANITARY SEWER DETAILS i� 1, • k / 'j i 1 :t i - o � ��• ��n�t� W.1311#" -.... 1•} 1 :L..,�" -Mani �i. �-� �r 1 r. { i }- 1 i •r 4 C5.2 STORM SEWER DETAILS .. . • � yk i. •a tt1 � '-. WW4i V l�Ait1 r -`. R: ''t;: •� ru�� ;;,`:. .�v -'. J - v :�.• • -fit•; .• .... �H<:`.:A, STORM WATER MANAGEMENT PLAN A Ct :. :. . C6.0 Sam V4 :. t, , 1 ,. on Ile 7-J, ��. K• a cn -s .• .t _l - s -z Z. 4 SPECIFICATIONS AND CARMEL - PAVING STANDARDS - 1 IM 1 < -• ' j E s : r E E y. NO SCALE IN f f - t- ]• 'J• i• ': 1 1• •t f r r r- , 1 t , ] Z a a - i' > , •1 , 4 , i T a" Z •i t z t t /� •a 1 :V r ) ) -I i• r _ - _ 1 h t i J .7 S• - t t ] °t• r .t t , Y- a. i t .r •I a• f , )• r r. t 1 J mI i ' i 4 J .'L I .r t t .l. - r' ` • f c- '1- • 1 's t.f �- V t✓ f .f. to f ) rJ w�• t•: •� t It ] - - <. .tl t :► t' 1 S -' t \ • t l• , I > Y i V t✓^ •t a. -w Z . � r t- � ♦. • i. • v t- .J `'i Y� ''l. •i .'� :! 1, r:, . >�• � 1.• ->; :.}., .�it: t. a r •t 1 -mot S- •l..'- ♦ _ ~i• f♦ ` >e •r � •S :n' t,f' T:' �. . '1•• ♦. ri!- t 'y�r:i :', x'''17 !` :�:• •,! .y ti• . rt: r - ••a •,J i+•t {.. v Y 1 r a �r r f� I 't f (' J r J 1 , I•• T . f. ..t� r t '♦ .t• - > r -' ) .; •t.. •:✓• .ice ��:.^ .r:,ti .,. r, .'y .i.. 7� ..- ,-•,•• - L t' \ t t J r 1 S 1 • L� I ' 1. t i - '�:: t •a 1 ) ^r - ". r i r . •♦ t � Y .> i - •1 , t r; f > f a t r ti , { , " s • r.+ ,. r i rt J - 't: i�3 >a 1 t r 3c � r •. r ♦ r .� 1. `- ..i < a .r !f' f ,• r i I- / -t t _ -t �'i. r.J •z, >'� J. .r�:ji a- .r•J•.•t ;: -,i ; r-a ,,• --..l; ��! � :rt:�'3. •s:, t- J. 1 r i t \. •� I 1 t ♦ c r - j > t , •1 tf i \ •1 \• L t• J J• �S S �i'• Ati 1. • l:Y' : , 1. '} J. � /�.•: , .I: .L fi rJ•:•: , \. ♦ - A {/.-t • //, +� `.•L• I tt::r }. -M. . >1 S • H.'V :1 • ':l J• i V . -t :� .).. •.;- ;L is .i� ' -.•. - •1.' :•.. `•ra :> .1 i.q it ♦' i � tJ`' ti , r , 1 _ 1 �\ � !r 1 a t ) f S c a- r�'•- t o S: v .•S t s 1' Y 1 �' , S '7 •t t ?- .1- {- r J• .1 :'j ti 11 -,�• S 't:,'• - _.: .. -1 I ...: < -.:. •1•. r 2 t / \ Z t t - f• + t :t• t L - - r. -1 r > 1. )ij .1. r f! /�. 1 -t v }1•I %tJ• -, >:r ] - J.r > V.' z _ • Yom' J -,',J S _ Q'{/ j St Nr�� 'i:> •- ..r.. -« y.•t ` '-ti�_s� �i� ' ��'-V�. {tV'(� . •V If • { \Y ; t•�' s,�s� .•- .:.�:.:�%.J,. 'ti>�r- • f-"i +.--. r.- '- '�•` -'•^^7 .. : •n S .. - 1. :' -: •f t ,I �+ •l� 1. •> ' -!_ � \ f ,• ..ate•^ - .�. l 4 . , J ! :,t "•:, `y, _♦ 1. \" 1' s) J ' J J- :♦- - 3 �t •. t' • 1 L'. 1. ..S 1 f,� .t -♦ a -L t ,. �. ; , •� fir: : l \ 1 )a 1. tea)• t 1, - -C' I• 4 'a J• 1. . i. > t 12 , t• j'. 'C 'f S < .L .4. "a i�♦� �J •� , t )•• �'t S• ,.J - . i•: t s y: i. i - •i:: 3 l'r •7 _ ti:• .it t_ •J t .• TL .t f 3 t =- i v- t •r.r � ! t ] ':a ). ae t - •� a • r i i'••. f! .S ,- 1 `�u •'r f :4 - i; , i ♦ T- -:�: :-7. . , '� / ',•;. sir.' '-, . r,. y. r f,. it s r ' 1• t� ie , t :1 4 t• 1 f r > 1 �,, !. .. r1♦ .. �N�_ �- - j( j� /' -ism }�:r , r• �<�. ... -� -- .- .. -.. -` •.�,•.•:- " -'�• -- - ice- -:,, •.,,� Jy 1 �. ,. !: 1. T.I J i• . 1 T l •I I I LOO CATIOO AP W i f I 1 I 1 1 i �1It •• I �l I NORTH UNE S 1/2 - SW 1/4 SEC 19-18N-4E CD DD- tt t� COOL CREEK TRAIL CONNECTIC CARMEL HIGH SCH 3 PROJECT DATA Address: 1940 E. -136th Street (Smokey Row Roa City/Town: Carmel County: Hamilton Township: Clay Section: 19 Township: I 8=N Range: 4-E _ location: North side of 136th Street Smoke Rowr Road) adjacent to Cool Creek and Carmel igh Sc ool Stadium. Narrative: 88 Townhome unit multifamily development Project Area: 12.72 Acres Right -of -Way: 0.55 Acres (Existing) BUILDING DATA TYPE QTY. UNITS 7 -units 1 7 6 -units 4 24 5 -units 9 45 4 -units 3 12 1 1 1 / 1 1 total units 88 PARKING 2 garage spaces per unit 176 2 driveway spaces per unit 176 internal guest spaces 69 Total parking provided 121 Parking ratio: 421/88 = 4.78 spaces per unit Banked spaces 8 Total parking with banked spaces Banked Parking ratio: 429/88 = 4.88 spaces per unit Roads 136th Street (Smokey Row Road) Frontage Road: Road Frontage: 365' Planning Data Thoroughfare: 136th Street- Secondary Arterial Existing R/W.- 65' Half Setback: 10 foot Yards Req. Front: 1 ' 0 Side. 10 Rear. 10' Zoning Information Zoning: PU04RDEiV Adjacent Zoning: N- 133 E- R2 S- R1 W- R2 Floodplain Information Flood Hazard Zone: Ploodway, AE, and X FIRM Panel No.: 18057CO207P Base Flood Elevation: 806.0 to 807.0 • A SHEET INDEX IM 0. DESCRIPTION SWPPP DETAILS C1.0 COVER SHEET i r k C2.8 C2.9 ALTA SURVEY FOR REFERENCE-BY E S 1 OTHERS) 1 C1.1 EXISTING CONDITIONS C3.0 ENTRANCE DETAILS C1.2 DEMOLITION PLAN i C3.1 2.0 C SITE PLAN { C3.2 -C3.3 C2.1 PAVING PLAN ______ • _J 1 / I C2.2 UTILITY PLAN C3.5 C2.3 GRADING PLAN '0ND I � ■ • > . _� ■ i I 2.4 STORMWATER C POLLUTION PREVENTION PLAN INITIAL MEASURES / t � ;? C2.5 STORMWATER R POLLUTION PREVENTION PLAN INA F L MEASURES) C - M 00 U W 0 C4 C1 Z - 1 01 Z �- I 0.. N U 0) w W H CM 0 Z 9 w Z :3 � n u)aoo a U) W W Q a 51 UJ C, to H 0 H > _ LU UJ G D U W tL' > U o W W --J W a.� CD (D CD Co Q 0 0 0 0 0 0 tom- U) 4* 0 O N r- N O �= CV N M W 0000 o tr r N M • O O ■i coo IM w w W Z ..■ e Z I=. 4 co t as L Q N w O � z co LU M • Cl�a �N� Lis ti'ZNe -Q ■■� r To I w■ YI Z Z NJ Q L .Zr'Cq 4 ■r. . ■ Z O ascma I■ L160 0 0 • �, co U h L0 C N (n � .Z 0 U �NVZ � cn CO �-- CD tt r ® > !� c a3QZ`�'' rg +. c CO ac cX - a Ls� o cn •a C9 ._ _ �t S0 ICY) R i aZra� s V) oU c�M am W .. E c w w / 60•00 •'' 1 SUPPORTING DOCUMENTS: eso�,:b 0 o ■ ; ' ± A STORMWATER POLLUTION PREVENTION PLAN IN BOOKLET o / i T FORM SHOULD ACCOMPANY THESE DOCUMENTS Z t o 1-0109 © ° V 07QO' 14 , . COOL ® LEGAL. DESCRIPTIOFM D Z Stir A part of the Southwest Quarter of Section 19, Township 18 North, Range 4 East, of the Z Second Principal Meridian in Clay Townshi p, Hamilton County, Indiana , ore particularly Q -• .J 'D t ! described as follows: 0 W ,,...... •--r-' �•'' r ; Commencing at the southwest corner of said quarter section; thence North 90 degrees 00 0 �,.� = 10•x' f minutes 00 seconds East (assumed bearing) along the south line of said quarter section • 1036.30 feet to a oint in the center of Cool Creek and the POINT OF BEGINNING of this Z `' U P o • description; thence North 90 Degrees 00 minutes 00 seconds East along said south line Q 4- • r �=M 365.00 feet to the east line of a tract of and described in DD13 263, PG 240 in the Office of the r 5 1 Som Recorder of said Hamilton Count • thence North 00 degrees 01 minutes 47 seconds East � � ' ��� ; sEC t Y 9 t � �- along said east line 1356.60 feet to the northeast corner of said tract of land thence South 90 M FLOODWAY • III degrees 00 minutes 00 seconds West along the north line of said tract of land 206.05 feet to � UJ 18 FIRM 7F 0 • �aoo - the southeastern line of the Indiana Union Traction Company " r i ht -of -wa said line W i 8 7 ) right-of-way � G� os co2o�F � A f" O f✓' being 33 feet b Yparallel Ilne s from e center ma o • 0 d degrees 24 minutes 54 seconds W e st aloe g sa southeaster n line 2 1. 0 fee t t th e o) ta' • � !� southwest corner of the west abutment of the IUT bridge e ov e r Cool Cr eek • thence South 13 8 , de rees 43 minutes ,� • � g g 07 seconds West 511.50 feet to a point In the center of Cool Creek, / a •r thence meandering said center of Cool Creek the followln seven courses. � 9 Z 9 • / 1 South 22 degrees 00 minutes 00 seconds Eas t 140.00 feet , r 2 South 09 degrees 00 minutes 00 seconds East 100.00 feet; . 0001 r • 3 ) South 26 degrees rees 00 m• nutes 00 seconds East 300.00 e t • 4) South 03 degrees 00 minutes 00 seconds East 60.00 feet; • 1 �- 5 South 30 degrees 00 minutes 0 0 seconds West 65.00 feet; s South 1 9degrees 00 m• minutes 00 seconds Wes t 1 0.00 feet; 9NW£5T CORNER sw 1/4 1 I 11 I � SEC 19 tt- 1$N 4£ 7 South 07 de degrees 00 minutes seconds s Eas t 70.9 4 fe e t D R 1 • to the point of beginning, contain n 1 sT 1 2.721 acres ore o less. E m iS 1 p r G 9 � F � o SCALE: 1" = 80' ,BENCHMARK C RK DATA PROJECT BENCHMARK • ISHC G-2 7 Bronze tablet on southern m 9 ua drai on downstream side of northern cro si n of southbound lane a of State Route 431 over Cool Creek, north of 136th Street. Elevation = 817.52 (NGVD 1929) rt r - ■ tr EMH &T'S BENCHMARK INFORMATION: HAM G -26 Bronze disk found in South End of West cu rb of S.B.L. Bridge e o SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RM 226-4" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE .. 1_800_%0_782-5544 YOU DIG WS THE LAW" CALL TOLL FREE 1-80 o -428 -5200 FOR CALLS OUTSIDE OF INDIANA � I 1 f! No. r P r �• � talc Y 1 fs' 1 STATE OF G , 1 v r! ti 0 Nt�fA Dl A G s a/ V I 0 A �� Il r 1 If 11 EMHBT J B O. 2005 -2281 DATE: 02 -24 -06 SCALE: AS NOTED rr --rte -i SHEET No.. C2.6 -C2.7 SWPPP DETAILS C2.8 C2.9 SiTE DETAILS ' 1 C3.0 ENTRANCE DETAILS '• i C3.1 COOL CREEK TRAiL CONNECTION PLAN AND PROFILE C3.2 -C3.3 STREET PLAN & PROFILES _ C3.4 MAINTENANCE OF TRAFFIC PLAN C3.5 TRAFFIC SIGNAGE PLAN g I C3.6 RETAINING WALL DETAILS ;? C4.0 SANITARY SEWER PLAN AND PROFILES i C4.1 SANITARY SEWER DETAILS C5.0 STORM SEWER PLAN & PROFILES C5.1 STORMWATER DETENTION PLANS C5.2 STORM SEWER DETAILS :$ C5.3 STORM WATER MANAGEMENT PLAN b C6.0 WATER DISTRIBUTION PLAN 1 Z i C6.1 WATER DETAILS a C7.0 SPECIFICATIONS AND CARMEL - PAVING STANDARDS - - M 00 U W 0 C4 C1 Z - 1 01 Z �- I 0.. N U 0) w W H CM 0 Z 9 w Z :3 � n u)aoo a U) W W Q a 51 UJ C, to H 0 H > _ LU UJ G D U W tL' > U o W W --J W a.� CD (D CD Co Q 0 0 0 0 0 0 tom- U) 4* 0 O N r- N O �= CV N M W 0000 o tr r N M • O O ■i coo IM w w W Z ..■ e Z I=. 4 co t as L Q N w O � z co LU M • Cl�a �N� Lis ti'ZNe -Q ■■� r To I w■ YI Z Z NJ Q L .Zr'Cq 4 ■r. . ■ Z O ascma I■ L160 0 0 • �, co U h L0 C N (n � .Z 0 U �NVZ � cn CO �-- CD tt r ® > !� c a3QZ`�'' rg +. c CO ac cX - a Ls� o cn •a C9 ._ _ �t S0 ICY) R i aZra� s V) oU c�M am W .. E c w w / 60•00 •'' 1 SUPPORTING DOCUMENTS: eso�,:b 0 o ■ ; ' ± A STORMWATER POLLUTION PREVENTION PLAN IN BOOKLET o / i T FORM SHOULD ACCOMPANY THESE DOCUMENTS Z t o 1-0109 © ° V 07QO' 14 , . COOL ® LEGAL. DESCRIPTIOFM D Z Stir A part of the Southwest Quarter of Section 19, Township 18 North, Range 4 East, of the Z Second Principal Meridian in Clay Townshi p, Hamilton County, Indiana , ore particularly Q -• .J 'D t ! described as follows: 0 W ,,...... •--r-' �•'' r ; Commencing at the southwest corner of said quarter section; thence North 90 degrees 00 0 �,.� = 10•x' f minutes 00 seconds East (assumed bearing) along the south line of said quarter section • 1036.30 feet to a oint in the center of Cool Creek and the POINT OF BEGINNING of this Z `' U P o • description; thence North 90 Degrees 00 minutes 00 seconds East along said south line Q 4- • r �=M 365.00 feet to the east line of a tract of and described in DD13 263, PG 240 in the Office of the r 5 1 Som Recorder of said Hamilton Count • thence North 00 degrees 01 minutes 47 seconds East � � ' ��� ; sEC t Y 9 t � �- along said east line 1356.60 feet to the northeast corner of said tract of land thence South 90 M FLOODWAY • III degrees 00 minutes 00 seconds West along the north line of said tract of land 206.05 feet to � UJ 18 FIRM 7F 0 • �aoo - the southeastern line of the Indiana Union Traction Company " r i ht -of -wa said line W i 8 7 ) right-of-way � G� os co2o�F � A f" O f✓' being 33 feet b Yparallel Ilne s from e center ma o • 0 d degrees 24 minutes 54 seconds W e st aloe g sa southeaster n line 2 1. 0 fee t t th e o) ta' • � !� southwest corner of the west abutment of the IUT bridge e ov e r Cool Cr eek • thence South 13 8 , de rees 43 minutes ,� • � g g 07 seconds West 511.50 feet to a point In the center of Cool Creek, / a •r thence meandering said center of Cool Creek the followln seven courses. � 9 Z 9 • / 1 South 22 degrees 00 minutes 00 seconds Eas t 140.00 feet , r 2 South 09 degrees 00 minutes 00 seconds East 100.00 feet; . 0001 r • 3 ) South 26 degrees rees 00 m• nutes 00 seconds East 300.00 e t • 4) South 03 degrees 00 minutes 00 seconds East 60.00 feet; • 1 �- 5 South 30 degrees 00 minutes 0 0 seconds West 65.00 feet; s South 1 9degrees 00 m• minutes 00 seconds Wes t 1 0.00 feet; 9NW£5T CORNER sw 1/4 1 I 11 I � SEC 19 tt- 1$N 4£ 7 South 07 de degrees 00 minutes seconds s Eas t 70.9 4 fe e t D R 1 • to the point of beginning, contain n 1 sT 1 2.721 acres ore o less. E m iS 1 p r G 9 � F � o SCALE: 1" = 80' ,BENCHMARK C RK DATA PROJECT BENCHMARK • ISHC G-2 7 Bronze tablet on southern m 9 ua drai on downstream side of northern cro si n of southbound lane a of State Route 431 over Cool Creek, north of 136th Street. Elevation = 817.52 (NGVD 1929) rt r - ■ tr EMH &T'S BENCHMARK INFORMATION: HAM G -26 Bronze disk found in South End of West cu rb of S.B.L. Bridge e o SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RM 226-4" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE .. 1_800_%0_782-5544 YOU DIG WS THE LAW" CALL TOLL FREE 1-80 o -428 -5200 FOR CALLS OUTSIDE OF INDIANA � I 1 f! No. r P r �• � talc Y 1 fs' 1 STATE OF G , 1 v r! ti 0 Nt�fA Dl A G s a/ V I 0 A �� Il r 1 If 11 EMHBT J B O. 2005 -2281 DATE: 02 -24 -06 SCALE: AS NOTED rr --rte -i SHEET No.. SURVEYOR'S REPORT The purpose of this project was to prepare a land title survey to ALTAIACSM specifications of a site described in a title commitment prepared by Escrow & Title Services, LLC, Commitment No. 101673 dated December 1, 2004. -Field work was conducted in February, 2005. Research concerning adjoiner information and section corner - reference ties was conducted on the Hamilton County web site and at the office of the Hamilton County Recorder. In accordance with Title 865, Chapter 12, of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and comer established on this. result of: = a.) Availability and condition of reference monuments; b.j Occupation o r po sess i on lines; c.) Clarity or ambiguity of the record descriptions used or adjoin er s es so or both and; d.) The theoretical uncertainty of measurements. a.) Availability and condition of reference monuments Refere n ce monumen tati n r ecov er ed for thi s survey -consisted of the following: - . - 1) Ma g Nail f ou n d at th e s outhwest c o rner of Section 19, Township 18 North, Range 4 East The Hamilton County Surveyor (HCS) only has a tie sheet for the northeast corner of Section 24, Township 18 North, Range 3 East, which is in the vicinity of but not necessarily in the same position as the said southwest corner. 2) No monument was found at the south quarter corner of Section 19. The latest HCS tie sheet from 1963 indicates a stone -16" down with 4 references. All of the references are gone. We did not attempt to dig down to the stone. The location of this corner.was established from prior surveys by Mid - States Engineering in 2002, Paul 1. Cripe, Inc. in 1995, and Weihe Engineers in 1990. 3) Large bolt found per HCS ties at the southeast corner of Section19. 4) Railroad spike found in the approximate location of the east quarter corner of Section 19. HCS ties last checked in 1982 were not found. • 5) Harrison Monument found per HCS ties at the northeast corner of Section 19. 6) Type C Monument found per HCS ties at the north quarter corner of Section 19. 7) . No HCS ties were available and no. viable existing monuments were found at the northwest, west, or center of Section 19. It is my opinion that the maxis Ain, discrepancy associated with the above monuments related to the Surveyed Tract is 0.4 foot,. 8) Part of the boundary of the Surveyed Tract is along the south right -of -way of the Indiana Union Traction Company (" /LIT "). The only, best evidence of the location of that right -of -way are the abutments of the former bridge over Cool Creek. When I reestablished the boundary of the north adjoiner, which also follows the south right -of -way tine and has a more modern, higher - precision description t:3an the record description of the Surveyed Tract, its location of the right - of -way line is within 0.5 foot of the line joined by the physical centers of the two abutments. I accepted the location of the right -of -way as established by this adjoiner's deed. 9) The record deed of the Surveyed Tract and some adjoiners' deeds refer to a common boundary corner being "the southwest corner of the west abutment of the old IUT bridge over Cool Creek ". This corner is also described as being on the south right -of -way line of the IUT. A capped ( "WEIHE") rebar was found in this area. However, it lies about 28 feet from the center of the two abutments and the right -of -way of the IUT is a total of "4 rods" or 66 feet, half of which _ is 33 feet, leaving a 5-foot gap from this rebarto the right -of -way as established for this Survey. b.) Occupation orpossession lines 10) The Surveyed Tract is bounded on the south by Smokey Row Road. 11) A woven wire fence varies from 2.0 feet west to 2.0 feet east of the surveyed east boundary line. 12) A chain -link fence varies from 4.2 feet to 5.1 feet south of the surveyed north boundary line. 13) A woven wire fence on the west side of Cool Creek varies from 0.7 to 0.8 foot east of the surveyed west boundary line. 14) A woven wire fence on the east side of Cool Creek varies from 0.8 foot west to 0.1 foot east of the surveyed west boundary line. 15) The southern end of the west boundary line of the Surveyed Tract meanders Cool Creek. It is not possible to know of any changes in the location of Cool Creek over the years, but the current location of the "center" 'of Cool Creek is within a few feet of. the entry distance of the record description. c.) Clarify or ambiguity of the record descriptions used or adjoiner's descriptions, or both 16} The east adjoiner qualifies its west tine to the east line of the Surveyed Tract, therefore there is no discrepancy along that line. The bearing -of this line per the record deed o e Surveyed Tract simply 'North" and "on d along a fence line". The final bearing I used for this Survey : ac s m an n . matches the east adjoinees bearing. 17) The north adjoinees south line-begins 1353 feet north of the south line of Section 19, then goes "West" to the south line of the Traction right -of -way. The Surveyed Tract's north line begins 1356.6 feet north of the south line of Section 19, then also goes "West" to the south line of the. Traction right -of -way. If both "West" calls are considered to be on the same bearing, this would relate to an overlap of 3.6 feet. The Surveyed Tract does qualify the north end of the 1356.6 line to "a corner post" of a fence. The first deed that related to the fence and the corner post-was in 1950. There is a fence of some antiquity along the east line of the Surveyed Tract, but it is not known if it dates back to 19500 The only corner postfor this fence, too, is 18 feet shy of the 1356.6 feet. The 6 -foot chain -link fence - apparently put up by the north adjoiner is, for the most I part, within 0.3 foot of a line 1353 feet north of and parallel with the south line of Section 19. This still leaves an ambiguity, though, of at least 3.6 feet.. 18) That portion of the Surveyed Tract's west line that is not along the creek has a specific bearing of "South 11 degrees 8 minutes West" per the record description. The description of the west adjoiner along this begins at the same point but runs simply "South ". Taking "South" as at least approximately "South 0 degrees ", the resulting variance between these two lines along the length of their, commonality would be about 100 feet. The south end of this line is also qualified in the record description of the Surveyed Tract as being "484 feet West of the east line of said property ". !t is, in fact, around 512 feet from said east line. The record description of the Surveyed Tract also qualifies this line as "on and along a fence line" (the adjoiner's description makes no such qualification).' if a line is drawn from the northern point of this line (at the southwest corner of the west abutment of the ! U T bridge over Cool Creek) at the called -for length of 511.5 feet and set this endpoint in the center of Cool Creek as it exists today, the line does very closely follow an existing fence of some antiquity (see Items 13 and 14 above). 19) The record description of the Surveyed Tract calls for a distance of 831 feet along the creek back to the point of beginning. The sum of the meander calls created for the Modern Description is 836 feet. 20) The west adjoiner along Cool Creek and the Surveyed Tract both qualify their common line as being along the creek, therefore there is no discrepancy between these two parcels. d.) The theoretical uncertainty of measurements The theoretical uncertainty of the location of the corners of this tract is within specifications far a Class C (0.5 feet) survey as defined- in Title 005, Article 1, Rule 12, Scotionc 1 through 10 of tho Indiana Administrative Code. GENERAL NOTES YOB'S .. _. 1. The zoning classification for the Surveyed Tract, as established by governmental record, has _ not been shown. Per 865 IAC 1 -12 -13 (14), "Show zoning ordinance classification- references- according to documentation provided by client. Any. other zoning use certifications shall be - ' limited to those facts that -can be c e counted or measured." No documentation was provided to the Surveyor by the client in reference to any zoning related matters. The zoning setback requirements are subject to legal interpretation. This Surveyor cannot -make a certification on the basis of an interpretation. Therefore the corresponding setback requirements have not # been shown on this Survey. 2. The underground utilities depicted on the attached Survey Plat have been shown per field observations, atlas maps as may be available from municipalities or utility companies (Indiana Underground Plant i Protection Agency), prior - surveys, and existing drawings only. The Surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. No warranty, either, expressed .or implied, is made to the accuracy andlor completeness of Information. presented on underground utilities or as to its fitness for any particular purpose or use. in no event will Mid- States Engineering,. LLC, its employees, agents, andlor assigns be liable for any damages arising out of the furnishing andlor use of such information. The path of the utility lines on said Survey .Plat should be considered approximate until they are either relocated, by calling the Indiana Underground Plant Protection Agency at 1- 840 -382 -5544, or until they are excavated to verify the location and path of E the utility lines. The Surveyor has not physically located tliwi underground utilities. 3. Part -of the Surveyed Tract lies within Special Flood Hazard Zone A Flood Hazard Boundary j (areas within the 100 -year floodplain) as shown on the Flood Insurance Rate Maps, Community Panel No. 18057CO226 F, effective date of February 13, 2003, prepared by the Federal Emergency Management Agency. Attention is called to the fact that there are substantial uncertainties associated with said map and with information taken therefrom. Fioodplain 1 i Information is provided solely based upon a review of the Flood Insurance Rate Maps and shall I not be construed as a confirmation or denial of flooding potential. 4. No - warranty, either expressed or implied, is made as to the accuracy and/or completeness- of information. provided by governmental authorities 'and/or third parties, or as to its fitness for an y p articular purpose or use including, but n o t limited to, ' nf o rmatlon presented on zoning, -_setback requirements, flood hazard zones and wetland areas. In no event will Mid - States Engineering, LLC, its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. 5. As used in this survey, means to -state or declare a professional opinion of conditions Y� Y P P . regarding those facts or findings which are the subject of the certification and does not constitute a warranty or guarantee, either expressed or implied. 6. This survey was performed with the benefit of current commitments for Land Title Insurance-by Escrow & Title Services, LLC Commitment Number 101673, effective date of December 1, 20044 The following notes pertain to items listed in Schedule B, Section II - Special Exceptions: 7. ITEM 7 — "Easement, to Indiana Union Traction Company for the clearing of trees recorded in Miscellaneous Record 22, Page 79." This easement is 60 feet wide and south of and adjacent to the southern line of the IUT - right -of -way. The easement area is shown on the Survey Plat. 8. ITEM 8 -- "Easement to the United States of Americas and the State of Indiana to construct and maintain certain Dams in Cool Creek, together with the right of ingress and-egress recorded in j Miscellaneous Record 32, Page 388." Cool Creek.is along the west side of the Surveyed-Tract and is shown on the Survey Plat. ' 9. ITEM 9— "Grant of an Anchor Permit to Public Service Company of Indiana, Inc. by instrument dated June 27, 1952 and recorded August 20, 1952 in Deed Record 137, Page 402." The west line of the property owned by the Gran;::e at the time of this document was the east line of the Cemetery that is approximately 500 eet west of Cool Creek. The location of the anchors specified in this document is described as being 40 feet east of the southwest s fence corner of the Grantee's property. Therefore, it is my opinion that the location of the anchors called for in this, document lies outside the Surveyed Tract. ! 10. ITEM % — "Terms, provisions and conditions of the Ma4ter Plan ordinance for the Town of { Carmel as recorded in Miscellaneous Record 56, Pages 380 and 381." The Surveyed Tract is currently, within the city lim ±s of Carmel. It is not known from this document or any documents provided whether the Surveyed Tract is within the boundaries described on this document. 11. ITEM 11, — "Right of Way Grant granted to County of Hamilton as per instrument recorded in j Deed Record 213, Pages 82, 83 and 84." This document granted 40 feet from the center line of Smoky Row Road. The area of Grant 1 is shown on the Survey Plat, 12. ITEM 12 — "Grant of Anchor Permit to Public Service of Indiana, Inc. by instrument dated June 27l 1959 and recorded August 20,1952 in Deed Record 272, Page 443." There is a utility pole at the approximate location as described in this document. 13. ITEM 13 — "Permanent Easement by order of the Hamilton County Superior I, on the 19th of February, 1981 in Cause No. S81- 030, The City of Carmel was granted an Order of Appropriation as evidenced by Certification of Clerk filed for record May 1, 1981 in Book 326, Page 75 as Instrument No. 22372." j The easement area is in the southwest corner of the Surveyed Tract and is shown on the Y , Survey Plat. l ITEM 14 — "Right o a 14, gh fW y Grant granted to Carmel Clay Schools as per instrument dated April 309 1991 recorded as Instrument No. 1991 -12114 and re- recorded Janua ry 7 1992 as Instrument No. 1992 - 00649." This right -of -way is: an.additional 25 feet outside the original 40 -foot right -of -way. The grant area is shown on the Survey Plat, 15. The latest date of field activity for this Survey was February 9, 20050 RECORD LEGAL DESCRIPTION Quoted from Instr. No. 910341 also contained in DB 263, PG 240 Part of the Southwest Quarter of Section 19, Township 18 North, Range 4 East, described as follows, to -wit: Beginning at a point 1036.3 feet East of the southwest corner of the, Southwest Quarter of Section 19: Township 18 North; Range 4 East, measured on and along the south line of said - quarter section, said -point being in the center of Cool Creek; thence East along said section -line 365 feet to a point; : thence North on and along a fence line 1356.6 feet to a corner post; thence along a fence. line 201.6 feet West to the intersection of the Southerly line of the old 1- U T Traction Co's right of way; thence southwesterly on and along said right of way line 201 feet to a point,said point being the southwest corner, of the west abutment of old I U T bridge over Cool Greek; thence south 11 degrees and 8 minutes Vilest on and along a fence line 511.5 feet to a point, said point bein g 484 feet West of the east ' line of said property; thence Southeastwardly along the center of said creek, 831 feet to the place of beginning, containing 14 acres, more or less. MODERNIZED LEGAL DESCRIPTION A part of the Southwest Quarter of Section 19, Township 18 North, Range 4 East, of the Second Principal Meridian, in Clay Township, Hamilton -County, Indiana, more particularly described as follows: Commenciri- at the southwest corner of said quarter section; thence North 90 degrees 00 minutes 00 second* : Est (assumed bearing) along the south line of said quarter section ' 1036.30 feet to a point in the %enter. of Cool Creek and the POINT OF BEGINNING of this description; thence North 90 degrees 00 minutes 00 seconds East. along said south line 365.00 feet to the east line of a tract of land descrilvad in DB 263, PG 240 in the. Office of the Recorder of said Hamilton County; thence North 00 degrees 01 minutes 47 seconds East along said east line 1356.60 feet to -the northeast corner of saA, tract of land; thence South 90 degrees -00 minutes 00 seconds West along the north line of said tact of land 206.05 feet to the southeastern line of the Indiana Union Traction Company ("IUT 'j right -of -way (said line being 33 feet by parallel :tines from -the center line-of said right -of- way); thence South 66 degrees 24 minutes. 54 seconds -West along -said southeastern line 201.00 feet to the s +juthwest corner of the west abutment of the ' IUT bridge over Cool Creek; thence South 13 degrees 43 minutes 07 seconds West 511.50 feet to a point in the center of Cool Creek; thence meandering said center of Cool Creek the following seven courses: 1) South 22 degrees 00 minutes 00 seconds East 140.00 feet; 2) South 09 degrees 00 minutes 00 seconds East 100.00 feet; 3) South 26 degrees 00 minutes 00 seconds East 300.00 feet; 4) South 03 degrees 00 minutes 00 seconds East 60.00 feet; 5) South 30 degrees 00 minutes 00 seconds West 65.00 feet; 6) South 19 degrees 00. minutes 00 seconds West 100.00 feet; 7) South 07 degrees 00 minutes 14 seconds East 70.94 feet to the point-of beginning, containing 12.721 acres, more or less. Certified to: Buckingham Properties,. LLC. Escrow & Title Services, LLC CERTIFICATE OF SURVEY 1, the undersigned, a Registered Professional Land Surveyor of the State of Indiana, do hereby certify that this plat was prepared under my direct supervision, and to the best of my knowledge, information, and belief was executed in accordance with the requirements of the Indiana Survey tandards. as defined P ' ' y in Title ..865, Article 1, Rule 12 of the Indiana Administrative Code. I further certify the. attached plat to be true and correct to the best of my knowledge, information, and belief, representing a survey performed under my direction. 1 further certify. to this map or plat and the- survey on which it is based :were made in accordance with "Minimum Standard Detail: Requirements for AL Land Title Surveys," 'ointl � established and adopted b the American � u n = q TA/ACSM u jointly. _ p y n Land Title Association ( ALTA ), ..the . American Congress on Surveying and Mapping ( ACSM' - and. the National Society of Professional Surveyors CNSPS") in 1999, and includes items 1, 2, 3, 4, 71 89 9, 14, .11(b) and 1.3, of Table. A thereof. Pursuant to the Accuracy Standards- -as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, the undersigned further certifies that proper field procedures, instrumentation and. adequate survey personnel.were employed in order to achieve results comparable to those outlined_ in the "Minimum Angle, Iistance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys y Corners were established and improvements located as shown hereon. Certified this 21St day ,of Febrary, 2005 Mid - States Engineering, L.L.C. L. Randolph Compton, Professional Land Surveyor Registration No. LS20100072, State of Indiana OWNED BY: THOMAS KENDALL MEGENHARDT E:_T AL. PREPARED FOR: PROPERTIES, INC. D ❑ �p Q� 96 15, E. 1 48th St, Suite 6 Noble vile, IN 46060 (317) 77G-8GG5 Phone �G�ninG (317)1177G.8GGG Fax 1 1 r REVISIONS AND DATES SEE SHEET I f0K SURVEY. PLAT DESIGNED BYE ALT/VAC5-M LAND TITLE SURVEY. oRA`"" 8Y: DJC 1 940 EAST SMOKEY SOW ROAD CHECKED 6Y� CARMEL, INDIANA I.RC PO SEC 21 , T 16 N, R 3 E APPROVED BYE CLAY 70WN5t11P: HAMILTON COUNTY LRC DATE: 7 t FPhr�iani 9(�nri SCALE 1 ° _ .ri0' JOB No.: I 2? -n978 SHEET No.: 2 of � NWA~ ! � NORTH LINE S 1/2 - SW 1/4 SEC 19-- 18N -4E t urb Inlet (Exist. T.C. El. 801.43 � O f to o � � 15" RCP -- W CO LO co C) ro CO coo 0 12„ RCP - S -- c cn I °a � I o� - 0 �• 6 PVC E ASPHALT s g,. `�• �, °s + �• co -C) o rn �► . �. Is. 's z6' �s6o o0 � o 6 O 0 (!) O ' Y °�. -�-' °,. °�• ss� `�� soy �' °�� `o X60 � % /� Jr ®-.. co o'`' urb Inlet }- °9�, O s� '�• ! ��• 4'� cs! Al l ��� -- o o °�' !. ` o `'' 9,�1 -•____ r o,0 �, 9�. 'x �8. 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' 'Lco 1�` a �°� x racy /� 06 �°' 3 `L Q s , s + hf0 0 / E s '�• o �a• o e o o ter. s• a9 0 �`�' �. / ,� - s� Z •oc, 4.2 to 5.1 of ! o - 13 6. o•. o� o• o• o °• o °• �i d• o'�• / o• moo•o �,o � � J surveyed u4dary I�.e I �hro t / �o C ��. o x a eo .gig 10 Abt � ■ � �. � �� o •. � �. + � / � �'` _ ,� � � � �` � CURB W cn ! GRASS + +� + o �� o ;. / ��� 1 o ° / / + f (n c�. �� + + + GRASS �. o �.°c �'� �.'� ,�'` I o ' o �; °' o / / / ONCRETE 0 � .t. 1 urb inlet (Exist.) _ > �-1 O 1 c� • 4 "�' �� O /�� Off° `n p o 6A.a �'` \ / ,... +� oo �' , �° o° �� / �o�. / + ppo ��, o " T.C. El. 802.41 DC > . �. / - � �OUSE / .,.-. --• oo � � o 00 �.� � to -�. 1 RC 12 RCP -- N O c < o•� -f. \ hg� 11.3 x19.3 1 -STORY BIRDHOUSE �• 0 0 0 !1! 111 c• �x ca / BLOCK BUILDING `L' h-- 1 -STORY / + ° o 0 0 0 �i'� \ o / p� / .� + 7 I a, �x + Q. Ln �x '� ` oN 0 cv \ \ �h' �• OPEN FIELD ( o °� + o� "' f .•- \ / 1 urb Inlet (Exist cfl cn co % ` ,�.�. � ,� % T.C. El. 802.28 � ' �? \ ! \ '� +` o'` �--_ ...��� o0 ONCREhE \ ,� o o GRASS o _ N r. N tei W Us \ o o -� �, h. I o + +./ -f" / / �- \� f o ) 2 RCP S I ■ ! \ � / 1 \ \ 'ti' y• ° / / r- / o I ti• G ASS _ N N � 1 / Wt�D PORC� -I / / / - �. o• o° �o 15 RCP N rv. 15 RCP - -y SIIIIo Cn t ��� h� 1-1/2 STORY+8ARN ° 1 +o / w ,�• / / �' �o �-}- 2 x ��s. -}- 1 ,�"�' O o ,�j. oj� ` / p i 1 •�'1 / ,'o' / / ,5� \io ,/ Q� / .- -• - �, ■ +• 8• R \ Storm Manhole Exist. -0 �i !� ��i << 1h ,� „�� ` + �- �'� ` / °°j' i' °0/' / p�' r - 0 ° ■ '... T.C. t Cs` 1 .� ,� k o � / / + x g El. 802 47 Z 0 F- a. V W 0 W Q 0 W cc 00. d1II '.01 1 /�yti I � ; ,. + � r .�� .� x x „ o 1 » - ' t9 'o�„Q �x .}. ..._ ..._ ` ��o �'t oo •� \ �, '�� 6 8 RCP W `1' �`� j ti �• o o°' , / / �o �,°� -� o :� o �' 15" RCP - E O �' o a� / -� °� 'bmas Ke all Me nh t et al. ° °• o• `'✓,°' o / \ t1o. + ° / \ �'� ' ® ! / / °� + o° o�o r' °� G \ 15" RCP -- O Iqv w Instr. 910 + 1 s \ � X10 c �, + J / + + �/ + + M .� o :` % -$� 1 ` \ �6 g� \ o CANOPY Q1 0 �6 A /oo G AS i `ti' ,. ° , e• e / EXIST. 12 WATER MA Lin �1 / �o�• 1 p�. \ ,��• `'� c rE rE ''� RASS c� -. '' o�O O ,�0 0 �, 1 �C o "/CURB/ .G o % �.. , ( o .� •.h' .�o• .�o• '� .o�:� I �. c� .�....�- .• K; -c� i�0 0 (NOT FIELD LOCATED o - i ` .�. � • � \ -{- _ + �, o o � � p � g � -}-�•- -•-.._ � ._.._ 802 -- .�. LOCATION APPROXIMATE 1 i 2 STORY GARAGE �o ° .� CON C. � o / � '�• \ � '� � o GR� EL o -- -- - - � � PER CARMEL UTILITIES ! r 0 �' �- -- o o o ) �x ■ I \ ,,y � \ \ �, \ + �, o~ CONCRETE BLOCK � �° �°c 0 � � 6 o \ti � �. ---i- �,� � o �. � � o � � x ■ r •. �� � � \ --- � �' soh ��h o, ..- b � ,y, h � �-- -.._. ■ o � � �"' � f � / / 1 `.- ,�• �SPHALT o �, .i -�`' .,. �' � �, � ._._ ._-- •. � o u7 � t- + ( ...-- h anitary Manhole (Exist.) o o / / �,• .,`' �� o J o c+ �, / ( / o ! ! �.C. E1. 803.86 W .°�� •o f \ \ ` .`ti' 1 % % / g'� .{.� L RASS + f 1 `t' i- ;� 30" RCP - S Z !■ .�► ,�� �° ( \ �� \ \+ . GRASS ,,y� o• 6- �... ONCRETi�/ �`ti + Inv. 8'0.95 ko o 30" RCP -- NW •• -LbRASS 00 0", fV 1 x -{- 8�3 \ + \ ±� CONGER TE \' o I mo• � �o go �° w ° •�. 4qp o° + �,�. �s• so•°r J O��' CD l � cam• x � \ \ \ 4 woo \ o �-- i �, �, % o• o % °� -� o -�,. 49x ° Q • M N s '` + \ `' -- �..._ ,y. 2 --1 2 S{rO RY o • / + . .. g' \ -I ASPH LT I HOUSE o •--� - ......_., ' i C�IRB �U ..i r \ \'c\ �! �.r', •-`�\ \ \.�` °.�� ` \ �, , °� �� M WOOD PAME .._. _, off`' \ °� I R RAIL to \ BLOCK SILO ti o� o \. / / GRASS �"� �� \ I N ... h .� / � •,'�' �'` / 10° \ o° + o \ GRASS �' - ' 6■ o d Z ■� � � Q -4EV J% %J W a. EXIST • 20 \` �/ Iva t ec o� \ \\ 0� ..••- --• ._._ \ ° �� 1 , / ` \ �- '''�• �p ) �, d e d''�` � / o �':0: E � { d + `"� / s 11 t 3 t� e� \\ x/ o� `--�.- ����- -�.• '\ "I \\ -\ � ti° '`�' TI M B F 16 x 12 S ED fob 'CONCRETE ® / - o o,�. • IT ,.r --� o� �o rn f I C; r Q WATERMAIN (NOT \ \\ �, �. .._..._,1 r --�! o 6. ti •�,o / Ef FRAME �, 01 0, \�� o. 7 + Z ` M FIELDLOCATED \\ d� t o ` \ o + C,p WOOD BARN / CONC e o, STAIR ) o. J .... o� -o- , , R n v Wma .. •• .. LOCATION \ ` �k �°' i x .��' 1 / ®0 ® � o - /` \ ,� - .cam 1 o ,�� OLD FOUNDATION / -}- ��.- / o +`� -�� o f o '�� o .= t� O APPROXIMATE PER `•' / o E - 1 o r o o � xGo 16 �, � % .�. (� 4 0 \ --- ,� •� ._...�. '• j /�yjRASS �' �� �. l .�i oo' + /�• + t/� o �� f Low t+� 'Its o. 0 CL t , V "� '7 + ..r. 1 ` ((� /� � .rte / V/„• \\ 1 CARMEL UTILITIES 1� \ $� + o -- .. .- o ti o j o ti o , o' �' 0 / /_..- ,. o'`• + / / \ '.. ° UY �OLE LINE o+ WELL fit£ D P! /. o o I 1 \� l .� \ j / / -_ .. r4 ooDS� ° 1 00• / ,,o o `� �/ ^� -•a •.o' �• .� WOODS, ,�� / / --� �- ...1 �' o \ �� o 06 �g / °o I • / -� + + ° '� c // - f.. ..-.�- ._.. ,•... + 50 NC E DITCH 6 \\ N �� :,,•�i o� $ \ �.+ + ? `..� •- .. ,. i \ + - GUARDRAIL + � �-�. 1g ° +� 8 ..� / �`'. j t A . _tom- �►-• .,_�•- .,._ --°'•• ---so .._• •-- ....- '� - ,� g v • . �•g.` G QQ S I / / + mow► ``��� ` ` \`\ ` -.. �8 1 � /J / •` � '• ° �8 .I O / • / �/ / �� --� �.79� .moo \\� \�� �\\� /l ( f ,L11• /� o,� - o + ati V / `�o �.� / �`� C- 2 S 1 0 9 / 1 .}- �o 0 o ° ® °• ./ co• +'� `` \ 9 0 �. ._..- co' - --• -- -79� -- -- ••._.._.. ��' � � � ���. «�� �° %/ � '� ° o so r � • E COOL CREEK .. , N � / po 1(io -�� ti F �.. o �►�- �� / nog i' G� i _. N / t . oV 'OF V / + + 04, • // / �� \ \� . o� ` \ ----_ �` �� ° !V o " - C07 j / �y (j 01 \\ Off''/ �` 3•/ , 4i ` �-i� - \ �"�� ----� o� / .� 'y'S + � , q° / / / / �l C x g \ 46 ti ...� . / 0 / �\ _.. % �.,,_ t Off' -� �' a a + \ ��\ \ `� / � ti, O'�• / �// �" - V • ,. 0° 0 @� o 1 / / % �° .� i ` J d) v, Tit C CIA „ U oo 00-w �� � � o9'oe -���• '� John D. & Paula M. MCRill �� a ` v =`' .,�- - C \ + o'+� = ,_ - --ti. Instr. No. 9865601 �1 ! I a �a o I v ti \ / 802-- '...' / f _ .� -�" ..,._- mss �� �� o 1 ' r ! > c o• .c / + ` -v Fence varies fro o•- .._ o o � 0 � rrt 0.7 to +� � + '�z.I o 0.8 E of surveyed boundary line \ +�� - -,- � O Y ,� rY Fettle varies ftrt 0.8 W� to 9? o �, O. �• o .1 O 'surve bounda line ..� _..-- o o°c +� \� 1 t ttj SOUTH LINE SW 1/4 M o o�• \ g �. �. �� �.�/ _,.... ti• \� SEC 19-- 18N --4E t cn t� Town of Carmel ,� �.`, �p�• 1 ° �- F. N .� -� / ° �� PER FIRM MAP QP DB 147 PG 336 �-o o 00 18057CO207F �o - Z f, 0 \ o A Q �N N , ! + �0 Z G LD QN�- o W Q 0 \ z 0 01111111111111111111 0 �. W Lt- 0. oZ• o W o # o � o / 1 0 Z M o Irn .,.� l t Z Z o U r �` 0 l• FAM .� M Z Uj • t� O W . _ r r ' U) SOUTHWEST CORNER SW .1/4 r SEC 19-- 18N --4E. i NOTE: Survey information shown within.these plans was provided-by others. Survey r information is based upon ALTA and Topographic survey prepared by MID- STATES ' Engineering for Buckingham Companies. EMH&T has not field verified all of the information contained within said surve and makes no warranties to the accurac of y y survey information provided by others. LEGEND OF EXISTING UTILITY FEATURES LINE TYPE /SYMBOL DESCRIPTION LINE TYPE 1 SYMBOL DESCRIPTION all such utilities in the area, either In service or abandoned. The surveyor further does not warrant that the utilities shown are in the location indicated = STATE OF i, �O g01-•'"" [1] as accurately as possible from information available. HC TRANSFORMER -HVAC "FEMA DESCRIPTION RM 2264" Elevation = 802.67 (NGVD 1929) /till 11110���� BURIED ELECTRIC CABLE _ //I/ INDEX CONTOUR POWER POLES [BECI , X 4� SPOT GRADE BENCHMARK AERIAL ELECTRIC 0 -3 40� �w POLE GUY WIRE [E] CENTER LINE ��l1G BURIED TELEPHONE CABLE E � ---- -- O ELECTRIC METER - MANHOLE [eTC] CHAIN LINK FENCE + � O TELEPHONE MAILBOX AERIAL TELEPHONE GUARD RAIL d IRON REBAR PEDESTAL - MANHOLE [T] A SECTION CORNER GAS LINE -SIZE AS SHOWN G G>I GAS METER -VALVE [G] SANITARY SEWER c.00 SEWER CLEANOUT IS] SIZE AS SHOWN STORM SEWER SIZE AS SHAWN O O SEINER MANHOLES STORM SANITARY ISTI WATER LINE SIZE AS SHOWN � @ En STORM SEWER INLETS � T.C. El. RIM ELEVATION cr= STORM SEWER END SECTION Inv. INVERT ELEVATION V" WATER VALVES WOO WATER METERS FIRE HYDRANTS WONALVE WNAWE y y survey information provided by others. EXIS'T'ING FEA"T"URES LEGEND LINE TYPE I SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION all such utilities in the area, either In service or abandoned. The surveyor further does not warrant that the utilities shown are in the location indicated = STATE OF i, �O g01-•'"" INTERMEDIATE CONTOUR as accurately as possible from information available. BUILDING SETBACK LINE BENCHMARK DATA "FEMA DESCRIPTION RM 2264" Elevation = 802.67 (NGVD 1929) /till 11110���� PROJECT BENCHMARK: _ //I/ INDEX CONTOUR ----- --- ---- '■`• • • EASEMENT LINE RIC3HT OF WAY LINE , X 4� SPOT GRADE BENCHMARK "HOLEY MOLEY " SAYS CALL ■�■� ■ • ■ BOUNDARY LINE 40� �w DECIDUOUS TREE WORKING DAYS BEFORE 1-800-382.5544 YOU DIG IT'S CENTER LINE ��l1G CONIFEROUS TREE -- ---- -- FENCE LINE CHAIN LINK FENCE + EXISTING SIGNS UNIMPROVED DRIVE / ROAD Q MAILBOX -- --- -- --- 1 I GUARD RAIL d IRON REBAR --- 000 `-• -- SWALE / FLOW LINE A SECTION CORNER UTILITY STATEMENT: wwS E, The utilities shown hereon have been located from field survey information and = No. existing drawings. The surveyor makes no guarantee that the utilities shown comprise = i PE19500055 i all such utilities in the area, either In service or abandoned. The surveyor further does not warrant that the utilities shown are in the location indicated = STATE OF i, �O exact although he does certify that they are located 2005 -2281 - as accurately as possible from information available. s C� NAL BENCHMARK DATA "FEMA DESCRIPTION RM 2264" Elevation = 802.67 (NGVD 1929) /till 11110���� PROJECT BENCHMARK: _ //I/ ISHC G -27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of l� State Route 431 over Cool Creek, north of 136th Street. Elevation = 817.52 (NGVD 1929) EMH &T'S BENCHMARK INFORMATION: EMH &T J B 0. HAM G -26 Bronze disk found in South End of Vilest curb of S.B.L. Bridge on SR-431 over 2005 -2281 - Cool Creek and South of 136th Street DATE: "FEMA DESCRIPTION RM 2264" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK. 02_24 -86 Chisel'X" Top South Bonnett Bolt of F.H. Located North Side. of SMOKEY ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. SCALE: Elevation = 805.25 to 1 - 50 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL S WORKING DAYS BEFORE 1-800-382.5544 YOU DIG IT'S THE LAW CALL TOLL FREE 1- 800 -x.28 -5200 FOR CALLS OUTSIDE OF INDIANA \ \ F GRASS ■ 3 I •oN \ ■ I ■ ■ •o \ I\ ■ • • EXIST. 20" MAIN (NOT )CATED LOCATION IIMATE PER UTILITIES) C t t r r /\ U \ \ �N ✓r t \ \ \ r r l l WOODS GRASS 1 ® Kar Tqv \ WOODS \ \ \ \ \ \ OPEN FIELD coop cRFFk ASPHALT Thomas Kendall Megenhordt et al. Instr. No. 9103410 CU X -- •+X- �_ �E- I GRASS f- r I ACCESS WOODS �Ili•,tr r � ,", �.s. � . � ,±�'►„ -, ',► � +ice ♦ a�;'? �1 r� n!. ^' aq �ti .eti A `� �,, yr ��' +yt� }iii Ya�I': /►,i wry !•�y r ;b i .@1'¢ < ::r •fit.' i1'T tA�1 S'` ``fir' ` . 'a� �w � eA,� ,tom i• . ~t�-: � � ,`I its 1� ,► �tietj� ���. T ►. -.i O t�r ,�t� fit. �Z F, �� urwikj Goes e G ® .•• WOODS G u � ��jt^ a • ® ®G ® 4) ?P00 ® / G 7P IRV. 8 —Inv!a 00. . Inv. 8 ® GRASS Sanitary Manhole (Exist.)— T.C. 3 R W /t r • • `GRASS leg ■ •• • • ■ ■ _ T I t I r Curb Inlet (Exist. T.C. El. 801.43 15 " RCP —W 12" RCP — S 6" PVC — E ■ • ■ ■ ■ ■ is DEMOLITION PLAN NOTES • j•• 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. • 2. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND /OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 3. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 4. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF -SITE UNLESS OTHERWISE SHOWN. I 5, UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL BE 4 PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL INCLUDE EXISTING FEATURES �1 LINE TYPE / SYMBOL DESCRIPTION • l ♦.• IS DESCRIPTION i�iii DESCRIPTION •� INTERMEDIATE CONTOUR 11 BUILDING SETBACK LINE I� co • TRANSFORMER -HVAC — — — is DEMOLITION PLAN NOTES • j•• 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. • 2. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND /OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 3. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 4. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF -SITE UNLESS OTHERWISE SHOWN. I 5, UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL BE 4 PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL INCLUDE EXISTING FEATURES LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE ! SYMBOL DESCRIPTION LINE TYPE! SYMBOL DESCRIPTION W INTERMEDIATE CONTOUR BUILDING SETBACK LINE /801-- iEVD� INDEX CONTOUR TRANSFORMER -HVAC — — — EASEMENT LINE BURIED ELECTRIC CABLE Z O POWER POLES SPOT GRADE RIGHT OF WAY LINE x0� 0 BENCHMARK POLE GUY WIRE [Et BOUNDARY LINE 4% p • • • O I- 4KiW DECIDUOUS TREE CENTER LINE L�4 CONIFEROUS TREE — -X FENCE LINE BURIED TELEPHONE CABLE W 0 I I EXISTING SIGNS Rot UNIMPROVED DRIVE / ROAD ® O TELEPHONE [T] • MAILBOX -I - -1 GUARD RAIL PEDESTAL - MANHOLE • IRON REBAR Door - SWALE / FLOW LINE Q SECTION CORNER GAS LINE - SIZE AS SHOWN INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE. 8, A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN- PLACE. 7. TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN -PLACE SHALL BE CUT, CAPPED AND PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. & SIGNS LOCATED WITHIN RIGHT -OF -WAY OF SMOKEY ROW ROAD SHALL BE RELOCATED PER DIRECTION OF THE CITY OF CARMEL. 9. BUILDING FOUNDATIONS SHALL BE REMOVED IN THEIR ENTIRETY. VOIDS AND TRENCHES IN AREAS TO RECEIVE BUILDINGS OR PAVEMENTS SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN 8 -INCH LIFTS PER SPECIFICATIONS. 10. IF ENCOUNTERED, SEPTIC TANKS, PUMPS, AND ABSORPTION FIELDS SHALL BE REMOVED IN THEIR ENTIRETY AND BACKFILLED PER SPECIFICATIONS. 11. PRIOR TO STARTING WORK AND IF ENCOUNTERED, WATER WELLS SHALL BE ABANDONED IN ACCORDANCE WITH SECTION 310 LAC 16 -10 -2 OF THE INDIANA ADMINISTRATIVE CODE. THE CONTRACTOR SHALL PROVIDE PROPER NOTICE OF WELL ABANDONMENT PER IDNR REQUIREMENTS. 12. EXISTING CHAINLINK FENCE TO REMAIN. REMOVE FABRIC IF REQUIRED TO PROTECT DURING TRAIL i PAVING OPERATIONS. REPLACE FABRIC ON EXISTING POSTS. POSTS DAMAGED DURING TRAIL PAVING r OPERATIONS SHALL. BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER. 13. EXISTING CHAINLINK FENCE TO BE REMOVED. SALVAGE FABRIC FOR REUSE. SEE SITE PLAN FOR LOCATION OF NEW FENCE. 14. TRIM ALL TREE BRANCHES AND REMOVE SMALL TREES AS REQUIRED FOR TRAIL PAVING. DO NOT REMOVE TREES GREATER THAN 4" CALIPER WITHOUT OWNERS PERMISSION. AC ADJUST CASTING TO NEW ELEVATION OTO BE DEMOLISHED OR REMOVED OEXISTING TO REMAIN. OTO BE RELOCATED. RC REPLACE CASTING RF RELOCATE FENCE -SEE NOTE 13 $C SAW CUT A CLEAN EDGE -SEE NOTE 6. �$F FENCE TO REMAIN -SEEN NOTE 12 L TR 1 TRIM TREES - SEE NOTE 14 EXISTING TO BE DEMOLISHED j' LIMITS OF TREE REMOVAL TP — TREE PROTECTION FENCE UTILITY STATEMENT. ■ ■ H Curb Inlet (Exist.) T.C. El. 801.30 12" RCP - N STONE CURB NCRETE Curb Inlet (Exist.) T.C. El. 802.41 12" RCP - N rb Inlet (ExIst.) T.C. D. 802.28 12" RCP - S 6S 15" RCP- N 15 " RCP -E —Storm Manhole (Exist.) i T.C. El. 802.47 18 " RCP —W 15 " RCP —E 15" RCP — S EXIST. 12" WATER MAIN CURB (NOT FIELD LOCATED — LOCATION APPROXIMATE PER CARMEL UTILITIES) --Sanitary Manhole (Exist.) T.C. El. 803.86 30" RCP — S 30" RCP — NW 6" CURB GUY POLE LINE CONCRETE DITCH i GUARDRAIL W (9 M n ! COOL CREEK U ' 0 t t E�� t i S CL; al The utilities shown hereon have been located from field survey information and existing drawings. The surveyor makes no guarantee that the utilities shown comprise all such utilities in the area, either In service or abandoned. The surveyor further does not warrant that the utilities shown are in the exact location Indicated although he does certify that thev are located as accurateiv as Dossible from Information available. BENCHMARK DATA PROJECT BENCHMARK: ISHC G-27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street. Elevation - 817.52 (NGVD 1929) EMH &TS BENCHMARK INFORMATION: HAM G-26 Bronze disk found in South End of West curb of S.B.L. Bridge on SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RIM 2264" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonneh Boll of F.H. Located North Side of SMOKEY ROW ROAD and 30' +/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY "SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE 1 -800- 382 -5544 YOU DIG ITS THE LAW 4tL CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA LC O J W og W� W Qya CdQN OaZtpa roJ IN�aRr♦N� QQN -Vps d=ZQ!�C 6ZLIS No aY ZW�Q Z ZSM �1 g�"CiWo 610M=0,a.C1 �MM m 0 Q dr W IL 5 Z' O a H' d O j J2 08 C 'E a C 0 v n a U Z? > F � n 6 % x OOC OC °c °c a s 0 E E c x 8 C = t to8R 2U% i L 3 m^ U . as xD C 'o �m =m U rux.. O mat wwnxa s ; LEGEND OF EXISTING UTILITY FEATURES LINE TYPE / SYMBOL DESCRIPTION LINE TYPE! SYMBOL DESCRIPTION W vJ Qj HC TRANSFORMER -HVAC [BEC BURIED ELECTRIC CABLE Z O POWER POLES W 0 —D 9 POLE GUY WIRE [Et AERIAL ELECTRIC p O O I- U ER] ~ (C) ELECTRICMETER- MANHOLE [erct BURIED TELEPHONE CABLE W 0 U) Q Rot ® O TELEPHONE [T] AERIAL TELEPHONE PEDESTAL - MANHOLE G(2) G>4 GASMETER -VALVE [G] GAS LINE - SIZE AS SHOWN [51 SANITARY SEWER C.00 SEWER CLEANOUT SIZE AS SHOWN SEWER MANHOLES [ST) STORM SEWER O OS STORM SANITARY SIZE AS SHOWN WATER LINE ® ® STORM SEWER INLETS [Wt SIZE AS SHOWN D=:) STORM SEWER END SECTION T.C. El. RIM ELEVATION Inv. INVERT ELEVATION 1104 WATER VALVES WO WATER METERS FIRE HYDRANTS vD� WONALVE WNALVE 13. EXISTING CHAINLINK FENCE TO BE REMOVED. SALVAGE FABRIC FOR REUSE. SEE SITE PLAN FOR LOCATION OF NEW FENCE. 14. TRIM ALL TREE BRANCHES AND REMOVE SMALL TREES AS REQUIRED FOR TRAIL PAVING. DO NOT REMOVE TREES GREATER THAN 4" CALIPER WITHOUT OWNERS PERMISSION. AC ADJUST CASTING TO NEW ELEVATION OTO BE DEMOLISHED OR REMOVED OEXISTING TO REMAIN. OTO BE RELOCATED. RC REPLACE CASTING RF RELOCATE FENCE -SEE NOTE 13 $C SAW CUT A CLEAN EDGE -SEE NOTE 6. �$F FENCE TO REMAIN -SEEN NOTE 12 L TR 1 TRIM TREES - SEE NOTE 14 EXISTING TO BE DEMOLISHED j' LIMITS OF TREE REMOVAL TP — TREE PROTECTION FENCE UTILITY STATEMENT. ■ ■ H Curb Inlet (Exist.) T.C. El. 801.30 12" RCP - N STONE CURB NCRETE Curb Inlet (Exist.) T.C. El. 802.41 12" RCP - N rb Inlet (ExIst.) T.C. D. 802.28 12" RCP - S 6S 15" RCP- N 15 " RCP -E —Storm Manhole (Exist.) i T.C. El. 802.47 18 " RCP —W 15 " RCP —E 15" RCP — S EXIST. 12" WATER MAIN CURB (NOT FIELD LOCATED — LOCATION APPROXIMATE PER CARMEL UTILITIES) --Sanitary Manhole (Exist.) T.C. El. 803.86 30" RCP — S 30" RCP — NW 6" CURB GUY POLE LINE CONCRETE DITCH i GUARDRAIL W (9 M n ! COOL CREEK U ' 0 t t E�� t i S CL; al The utilities shown hereon have been located from field survey information and existing drawings. The surveyor makes no guarantee that the utilities shown comprise all such utilities in the area, either In service or abandoned. The surveyor further does not warrant that the utilities shown are in the exact location Indicated although he does certify that thev are located as accurateiv as Dossible from Information available. BENCHMARK DATA PROJECT BENCHMARK: ISHC G-27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street. Elevation - 817.52 (NGVD 1929) EMH &TS BENCHMARK INFORMATION: HAM G-26 Bronze disk found in South End of West curb of S.B.L. Bridge on SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RIM 2264" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonneh Boll of F.H. Located North Side of SMOKEY ROW ROAD and 30' +/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY "SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE 1 -800- 382 -5544 YOU DIG ITS THE LAW 4tL CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA LC O J W og W� W Qya CdQN OaZtpa roJ IN�aRr♦N� QQN -Vps d=ZQ!�C 6ZLIS No aY ZW�Q Z ZSM �1 g�"CiWo 610M=0,a.C1 �MM m 0 Q dr W IL 5 Z' O a H' d O j J2 08 C 'E a C 0 v n a U Z? > F � n 6 % x OOC OC °c °c a s 0 E E c x 8 C = t to8R 2U% i L 3 m^ U . as xD C 'o �m =m U rux.. O mat wwnxa s ; . \v'Z•�015T ERE:O ��� No. f'E19500055 STATE OF ; O� `, FS :�NDIANp� ' G� EMH &T JQ WO. 2005 -2261 DATE: 02 -24-06 SCALE: SHEET No. r W vJ G Z O O W 9 Z "� p O O I- U ~ Z W CID T CC W 0 U) Q Rot O . \v'Z•�015T ERE:O ��� No. f'E19500055 STATE OF ; O� `, FS :�NDIANp� ' G� EMH &T JQ WO. 2005 -2261 DATE: 02 -24-06 SCALE: SHEET No. •� CD L0 • C CY).. o .o ASPHALT p o �. S20 S13 H -C (h O r s � + GRASS COOL CREEK TRAIL CONNE TIO SEE SHEET C3.1 r O z GRASS S8 _� . _ U -.. r .� S18 m 1 �_ , �� - ti a) C j Carmel High School Buildin S.� _ --- �` `-��� WOODS ___� -_ -- _.._...___._ .._..._ .�.... C- ...... _.-_._ � ----- -- --- ---- ------ --•- "'_"' ""'"" _..-.' `_�___ _ - - clrtrt tsrf--' p U _____ �. _____ ---- --•- -- WOODS � STONE 4 ____ ._.� ._.- -- --- S6 I n s t r. No. 92:26597 - � Qo S _____ ____ � _____ ____ ____ ___- � CASCADING . _____ , 4 S4 DECORATIVE l x ti l �__ _ 4 �_ a_ �_, �U.J'..�< < ,•� N00 01 47 13 6.6 R K EA U S8 4 i r Yir ,■ -■' g ■ .. ■ ■ a i+•e�iidl■J■ _ ,�,♦ 1 e�i�s��w �r�._ t ' a�rt�►�r _ 03 �`. 1 ,. --, `r►j'•�lR� ��_ `s'srp' .t�L w ■�� ■ ■ y S6 1 R35.5' °'• ~� 10' BSL ui ■ co S14 S4 S2 (S2 �r S7 S20 'WIDE i „ S3 R 14.5 ..,_ ._.._ S4 S4 ._..r � S2 c S2 �' S3 / . • � '�� =;°�x � H' , ■ CURE ° 01 1 1303 1304 1305 1306 1401 - 402 1403 1404 1405 1406 q E N ■ s ,� S .� PRI /ATE ALLE 2 4 �• �• (S7)' m a ■ ONCRETE GRASS., . o �' LDG -1 S14 LDG -1 i _ o , cv ULI o 0 15 15 15 15 S3 TYP TYP TYP TYP POND 1 ■ ` S2 S4 = NORMAL POOL a 799.00 ® ® ® C ® I� � C� S3 i ca � � S3 � o CD S3 15 304 �� 202 203 204' 205 102 103 .104 1 POND 2 G, S14 ,� W TYP 1701 1702 1703 1704 401 402 403 404 405 302 303 5 20 ,�. 101 105 NORMAL `q�i •.. � N �'P S14 301 LDG -1 BLDG4 BLDG -3 s. BLDG -2 S141 BLDG -1 S14 ; i / ___ S11 - Cn o SZ j R 15' S4 S2 S7 S3 S4 ® �`'' o. S 10 - W W W r s2 BARD LANE R15 C� Q D C] ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® GRASS a. tr m S13 � � _ E-- ■ r R2' R14.5' S5 S5 3.75' S5 + Q .� ' S3 S12 (0 (D co d Cn D- S3 S3 S 13 B 013 H S3 R5 R5 S 3 G ■ S13 R2 S13 5, R2.33' 8� S13 H 4� H Q • • / - ■ 0 0 : = 3 0 2 2 - ,� , ' . N L N .p N "� R5' R1 R15 R4.5' 22 22 - 2 -- S13 H r- N N W S3 19.5' '' S13 H 3 S13 H S1 S6 `� S1 5 S3 5 m S1 I ROSALINO � =-- . � 4 5 �r, TYP � �i R S5 ROSALIND 5 R5 s6 RO-A I - '°�-°o ...� S3 PLACE 3 R o o R5 R5 R5 0 ..... __ c 3 4 0. J - -- - R R1 PLACE SEE LANDSCAPE PLAN S13 H R11' --� R1 V SEE LANDSCAPE PLAN R3' p,'� Y r SEE S5 R87.5' S13 _ S14 S17 ' V CURES Q N � -T R75' =' (Si- L0 N (� NDSCAP l-' C° R20' i 1 S13 H 13 1 S8 { w O CD PLAN FOR -- - n. S5 L- "'' ` O ALK }' S6 �� S6 R65' S7 R5' R5' '' o L6 10.58 W Z S5 8' W ~ r� - a. s S6 --- ---- 141' S14 , r -• , f o R P p ° LDG -1 �- ' S 13 H R 1 22 5 R SAL�1N r W �,. 4' t- cn LDG -1 1 62.5' TYP 4 5 W 5 3 TYP 4 - 4 T. K .-- S ■ �,� O 11 i S4 Q 2 4.5 S5, o N � 2 ,. � .. R2' ,, 5 R158 �s ��.�� � • � � Q R5 ti R54.5 �Y �,� `�? ) 18 S13 2 ; ,� ,' LL ? =: S3 4' S3 3.75' 8' S5 4' S 13 H } S 10 ..�"' > S - , t- c S 14 4 R2 05 of �, t1 S3 S13 W ca _. , +; Q R2.33 S 3 '{� - . �- 20. S3 R2' R20' S 13 - �,, , y� �} < ti ■. Ly {, R2' LO 5,` --�1_ ® Cam] L ® ®C�7 E L� L�i�J C� ® ® ® ®J �'` , r ' �'? �= ��`�. :-� ttt = Z im B DG- 4---� r ; ��� ct to R5.5 S4 N r L 5 S14 BLDG -$ 3 BLDG -7 �- PROPOSED o 6 CU !* S13 B S2 i ; S6 C, �l �-- S3 S14 _ ( _ <, ,1 _ < CURB 0 l S3 15.5' �' ' ;7.�'�". �' GUARDRAIL -o d 0. Q 1` `�� S6 �' s•. S3 �� R14.5 2 ' ���•5� Q , ' �` �,, - w ■. N co S6 15 �` fh, R95.5` 505 504 503 502 501 605 604 603 fi02 fi01 B g 705 704 7 3 702 701 �, `� t .,� S15 GRASS �t M S5 S3 f R5 r -;) rn TYP S2 S7 .r , �_r, -- . 9 �, -�.. . GRASS m - ■ o Q N W 2 0 4 �.� �`Q S 14 S4 i 5 S4 S3 S4 15 S4 _ I C� S4 �S' O S3 S4 ca •- , _ � TYP S7 �' �'� r % �`" ° ■ o LU ��rt � r � p '..'...' 1104 1103 1102 1101 20 R4.5' S3 _ t .Y-� �" ,r rn 0 S14 R14.97' R62.5' S3 S2 S3 , � f ) t LA �� ``-�� -K. Q to ... _ S7 S4 ��--�, - r �.� l%� , r S d• i J i� 0 L G 11 ____. S 14 BOOS S13 H S2 cv 2 �' 813 s5 RIVATE ALLEY A,Ni G WALL s4 ,, ; %'� . / =��,` ©c ©'. F•• a'• D C� O �Q R4.5 Q� .... . ` c r� I� _r :1. r� _ �3. C� h' V �� 13.08 �� BLDG -8 S4 ` r' 1 -� -�•'` / ��� ■" eh- t? Q 70 S2 . -� ...-- J- . �.__ z-- , , N 0 03 Q s S15 -' / Z ■a Z Q !h �}■ LD WOOD- Dock as 9 mzc C30 TYP 1 -- f ri 50 = ONCRETE OITCH a M -- a v CL S 14 00 S15 . �. `v 1. t . �., qe . y .,�, rJ �;�- - I . \/ � • • �� � / � �' '�. `� �• � •� � •� � r � Jul .,� `` f - --- 1 . QED- Y 3. r DP �. - ; �z..:,�' „E EASEM ENT - ' .., 0 4 0 2 941 ��--� _, �:�} `4 , S03 00 0Q cn / GUARDRAIL �, r � 905 90 9 3 90 �� � � �� �'�. `�- � f���� ��� ■ ■ ■ . 0, 4F / '� 0 �,' j `rZ� 60.00 •1W . - GRASS 65 R W O ..�' TS S 14 BLDG 9 ' 0 �+ ,v .01) S14 Q>0000, IU ony o Ld s �. 0/� ..� ter .4 AY �•, , ,; s` C� { r L;>' DRY DETENTION BASIN 3 0 D W h 7� ,-_. , .��. =:� oo w COOL CREEK 11000. 0,4 Ilk 7D off COO C' - w - Y_ `' S 14 -- . �f ' , • ' OUTLET 799.0 Uj 12OWDEWNRCU&S 0 cTH =1 0.65 R C� v4 c� - i DETAIL ST TD SHEET C2.6 + O 0 • • s '+- N Z r- ♦ , Ck a. 22 w `' 1 r o C p u- ' -r cot WO qty �+ Wc_ r '' "' . T N a Lo 00 10113 -w •> °° _ - - - o -� � �Z o „ E ♦ `a 00 '' ,� _ I .0 v 3 °�. o m o ____ D. M. S09*00 C Q nsr. o. 601 a o Ot M � O roc � ,� � ,fin T3 0 i .0 V00 p W > i aD 0 �' + I �a a- a Iq o it LU " `` Cp t°- o , F�� SZ , ° - 5 SOUTH LINE Still) 1/4 o p �� SEC - 19- 18N --4E cn FLOODWAY oP Town of Carmel -�_... PER FIRM MAP ON �" 10 DB 147 P G 336 0 - ---_._ `--- 18057CO207F C 00 o N� (D ? �„_ COQ ONE o c� F • a Z �- �P - �' goo LU W a - 1.1.,I LM Z.. 0 W o SOUTHWEST . CORNER SW 1/4 r LU SEC 19- 18N -4E O . SITE PLAN NOTES -''" PARKING 2 garage spaces per unit 176 FLOODPLAIN W 1. ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB, UNLESS OTHERWISE SHOWN 2driveway - a spaces per unit 176 internal quest spaces _ 69 _ 1, THIS SITE LIES PARTIALLY IN A SPECIAL FLOOD HAZARD AREA ZONE 'AE! (AREAS INUNDATED BY 2. ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. 100 -YEAR FLOOD WHERE BASE FLOOD ELEVATIONS ARE DETERMINED O . , Total parking provided 4211- ) AS SC ALE D FROM THE - - 3. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL r Parking ratio: 434190 = 4.78 spaces per unit FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON COUNTY, INDIANA, DATED FEBRUARY 19; 2003. UNLESS OTHERWISE SHOWN. 2. A PORTION OF THIS SITE IS AFFECTED BY THE FLOODWAY OF COOL CREEK AS SCALED FROM 4. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO 18057CO207F FOR HAMILTON PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. 00 %01=kVr=kxM16 ON 0 Im KM%i 0 Ica SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL 1. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN .S1 6. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE CU -1 OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING OVERBUILD ASPHALT 1 FOOT - PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. STRAIGHT CURB o� S4 S5 CURB END TRANSITION w SIDEWALK ADJACENT TO CURB CU-6 PA -36 S6 PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. PA -3A S7 7. SEE SHEETS C2.8 & C2.9 FOR DETAILS REFERENCED ON THIS SHEET. PA -10 2. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED ASPHALT TRAIL O 8. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND PAVEMENT STRIPING -STOP BAR BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS S10 • COMBINED WALKS /CURBS WHERE SHOWN AND AT. INTERVALS NOT TO EXCEED 12 X THE WIDTH S11 SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. PA -7 - K. OF THE WALK. PA -7 3. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. CURB RAMP -,TYPE B , K!, OR H AS SHOWN AC-5 9. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LANDSCAPE AREA - SEE LANDSCAPE PLAN 4. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION S15 RETAININ(; WALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, S16 OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF f!� _ WALL, COLUMN, ETC. CU -11 IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND RELOCATED CHAINLINK FENCE 10. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS C NT Z UTILITIES HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND S20 GRASS PAVER H REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING GREATER THAN 1.5 X THE WIDTH OF THE WALK. EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE 0 Z 11. UNLESS OTHERWISE SHOWN PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U- CHANNEL ENGINEER IN ADVANCE OF CONSTRUCTION. -- 5. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL - FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND /OR 12. A PARALLEL PARKING SPACE DIMENSIONS ARE 8x22'. PERPENDICULAR PARKING SPACE RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. DIMENSIONS ARE 10'x20' TYP. p 6. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, _ 13. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. � THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL 7, TRAFFIC CONTROL DEVICES SMALL BE FURNISHED ERECTED MAINTAINED AND REMOVED BY W CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING ' V 0 CO W [� p WW cr_ Z W < J cry (J) CL p W W W F-• W LDG -1 BLDG4 BLDG -3 s. BLDG -2 S141 BLDG -1 S14 ; i / ___ S11 - Cn o SZ j R 15' S4 S2 S7 S3 S4 ® �`'' o. S 10 - W W W r s2 BARD LANE R15 C� Q D C] ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® GRASS a. tr m S13 � � _ E-- ■ r R2' R14.5' S5 S5 3.75' S5 + Q .� ' S3 S12 (0 (D co d Cn D- S3 S3 S 13 B 013 H S3 R5 R5 S 3 G ■ S13 R2 S13 5, R2.33' 8� S13 H 4� H Q • • / - ■ 0 0 : = 3 0 2 2 - ,� , ' . N L N .p N "� R5' R1 R15 R4.5' 22 22 - 2 -- S13 H r- N N W S3 19.5' '' S13 H 3 S13 H S1 S6 `� S1 5 S3 5 m S1 I ROSALINO � =-- . � 4 5 �r, TYP � �i R S5 ROSALIND 5 R5 s6 RO-A I - '°�-°o ...� S3 PLACE 3 R o o R5 R5 R5 0 ..... __ c 3 4 0. J - -- - R R1 PLACE SEE LANDSCAPE PLAN S13 H R11' --� R1 V SEE LANDSCAPE PLAN R3' p,'� Y r SEE S5 R87.5' S13 _ S14 S17 ' V CURES Q N � -T R75' =' (Si- L0 N (� NDSCAP l-' C° R20' i 1 S13 H 13 1 S8 { w O CD PLAN FOR -- - n. S5 L- "'' ` O ALK }' S6 �� S6 R65' S7 R5' R5' '' o L6 10.58 W Z S5 8' W ~ r� - a. s S6 --- ---- 141' S14 , r -• , f o R P p ° LDG -1 �- ' S 13 H R 1 22 5 R SAL�1N r W �,. 4' t- cn LDG -1 1 62.5' TYP 4 5 W 5 3 TYP 4 - 4 T. K .-- S ■ �,� O 11 i S4 Q 2 4.5 S5, o N � 2 ,. � .. R2' ,, 5 R158 �s ��.�� � • � � Q R5 ti R54.5 �Y �,� `�? ) 18 S13 2 ; ,� ,' LL ? =: S3 4' S3 3.75' 8' S5 4' S 13 H } S 10 ..�"' > S - , t- c S 14 4 R2 05 of �, t1 S3 S13 W ca _. , +; Q R2.33 S 3 '{� - . �- 20. S3 R2' R20' S 13 - �,, , y� �} < ti ■. Ly {, R2' LO 5,` --�1_ ® Cam] L ® ®C�7 E L� L�i�J C� ® ® ® ®J �'` , r ' �'? �= ��`�. :-� ttt = Z im B DG- 4---� r ; ��� ct to R5.5 S4 N r L 5 S14 BLDG -$ 3 BLDG -7 �- PROPOSED o 6 CU !* S13 B S2 i ; S6 C, �l �-- S3 S14 _ ( _ <, ,1 _ < CURB 0 l S3 15.5' �' ' ;7.�'�". �' GUARDRAIL -o d 0. Q 1` `�� S6 �' s•. S3 �� R14.5 2 ' ���•5� Q , ' �` �,, - w ■. N co S6 15 �` fh, R95.5` 505 504 503 502 501 605 604 603 fi02 fi01 B g 705 704 7 3 702 701 �, `� t .,� S15 GRASS �t M S5 S3 f R5 r -;) rn TYP S2 S7 .r , �_r, -- . 9 �, -�.. . GRASS m - ■ o Q N W 2 0 4 �.� �`Q S 14 S4 i 5 S4 S3 S4 15 S4 _ I C� S4 �S' O S3 S4 ca •- , _ � TYP S7 �' �'� r % �`" ° ■ o LU ��rt � r � p '..'...' 1104 1103 1102 1101 20 R4.5' S3 _ t .Y-� �" ,r rn 0 S14 R14.97' R62.5' S3 S2 S3 , � f ) t LA �� ``-�� -K. Q to ... _ S7 S4 ��--�, - r �.� l%� , r S d• i J i� 0 L G 11 ____. S 14 BOOS S13 H S2 cv 2 �' 813 s5 RIVATE ALLEY A,Ni G WALL s4 ,, ; %'� . / =��,` ©c ©'. F•• a'• D C� O �Q R4.5 Q� .... . ` c r� I� _r :1. r� _ �3. C� h' V �� 13.08 �� BLDG -8 S4 ` r' 1 -� -�•'` / ��� ■" eh- t? Q 70 S2 . -� ...-- J- . �.__ z-- , , N 0 03 Q s S15 -' / Z ■a Z Q !h �}■ LD WOOD- Dock as 9 mzc C30 TYP 1 -- f ri 50 = ONCRETE OITCH a M -- a v CL S 14 00 S15 . �. `v 1. t . �., qe . y .,�, rJ �;�- - I . \/ � • • �� � / � �' '�. `� �• � •� � •� � r � Jul .,� `` f - --- 1 . QED- Y 3. r DP �. - ; �z..:,�' „E EASEM ENT - ' .., 0 4 0 2 941 ��--� _, �:�} `4 , S03 00 0Q cn / GUARDRAIL �, r � 905 90 9 3 90 �� � � �� �'�. `�- � f���� ��� ■ ■ ■ . 0, 4F / '� 0 �,' j `rZ� 60.00 •1W . - GRASS 65 R W O ..�' TS S 14 BLDG 9 ' 0 �+ ,v .01) S14 Q>0000, IU ony o Ld s �. 0/� ..� ter .4 AY �•, , ,; s` C� { r L;>' DRY DETENTION BASIN 3 0 D W h 7� ,-_. , .��. =:� oo w COOL CREEK 11000. 0,4 Ilk 7D off COO C' - w - Y_ `' S 14 -- . �f ' , • ' OUTLET 799.0 Uj 12OWDEWNRCU&S 0 cTH =1 0.65 R C� v4 c� - i DETAIL ST TD SHEET C2.6 + O 0 • • s '+- N Z r- ♦ , Ck a. 22 w `' 1 r o C p u- ' -r cot WO qty �+ Wc_ r '' "' . T N a Lo 00 10113 -w •> °° _ - - - o -� � �Z o „ E ♦ `a 00 '' ,� _ I .0 v 3 °�. o m o ____ D. M. S09*00 C Q nsr. o. 601 a o Ot M � O roc � ,� � ,fin T3 0 i .0 V00 p W > i aD 0 �' + I �a a- a Iq o it LU " `` Cp t°- o , F�� SZ , ° - 5 SOUTH LINE Still) 1/4 o p �� SEC - 19- 18N --4E cn FLOODWAY oP Town of Carmel -�_... PER FIRM MAP ON �" 10 DB 147 P G 336 0 - ---_._ `--- 18057CO207F C 00 o N� (D ? �„_ COQ ONE o c� F • a Z �- �P - �' goo LU W a - 1.1.,I LM Z.. 0 W o SOUTHWEST . CORNER SW 1/4 r LU SEC 19- 18N -4E O . SITE PLAN NOTES -''" PARKING 2 garage spaces per unit 176 FLOODPLAIN W 1. ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF CURB, UNLESS OTHERWISE SHOWN 2driveway - a spaces per unit 176 internal quest spaces _ 69 _ 1, THIS SITE LIES PARTIALLY IN A SPECIAL FLOOD HAZARD AREA ZONE 'AE! (AREAS INUNDATED BY 2. ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. 100 -YEAR FLOOD WHERE BASE FLOOD ELEVATIONS ARE DETERMINED O . , Total parking provided 4211- ) AS SC ALE D FROM THE - - 3. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL r Parking ratio: 434190 = 4.78 spaces per unit FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON COUNTY, INDIANA, DATED FEBRUARY 19; 2003. UNLESS OTHERWISE SHOWN. 2. A PORTION OF THIS SITE IS AFFECTED BY THE FLOODWAY OF COOL CREEK AS SCALED FROM 4. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO 18057CO207F FOR HAMILTON COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 3. THE 100 -YEAR BASE FLOOD ELEVATION FOR THIS SITE VARIES- FROM 806.0 FEET TO 808.0 NVGD AS SCALED FROM THE -FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON .COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 4. NO BUILDINGS SHALL BE LOCATED IN THE FLOODWAY OR FLOODWAY FRINGE FOR THIS PROJECT. 5. NO FILL MATERIAL SHALL BE PLACED IN THE FLOODWAY UNTIL A CONSTRUCTION IN THE FLOODWAY PERMIT HAS BEEN ISSUED BY IDNR. BENCHMARK DATA PROJECT BENCHMARK: ISHC G -27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street.. Elevation = 817.52 (NGVD 1929) EMH &T'S BENCHMARK INFORMATION: HAM G -26 Bronze disk found in South End of West curb of S.B.L. Bridge on SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RM 226-4" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY- ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST -TWO FULL WORKING DAYS BEFORE 1-- 800. - 382 -51544 THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL NOTE- c'EE SHEETS C2.8 & C2.9 FOR DETAILS YOU DIG ITS THE LAW CALL TOLL FREE TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR `� �. ... REQUIREMENTS, REQUIRED INSPECTIONS AND THE DEPARTMENTS AUTHORITY AS IT RELATES $OQ �•2S 5200 TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. VICES SEAT NIGHT. . FOR CALLS OUTSIDE OF INDIANA _ ``��ttttWtr� N. a� i No: r i P095OW55 i STATE OF � (d OW s IpNA1- � ttrrt �rttutt`� . EMH &T J B A04, 2005 -2281. DATE: . 02 -24-0s SCALE: _ ill 501- . SHEET No. PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 5. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. %01=kVr=kxM16 ON 0 Im KM%i 0 Ica SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL 1. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN .S1 6. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE CU -1 OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING OVERBUILD ASPHALT 1 FOOT - PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. STRAIGHT CURB CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL S4 S5 CURB END TRANSITION w SIDEWALK ADJACENT TO CURB CU-6 PA -36 S6 PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. PA -3A S7 7. SEE SHEETS C2.8 & C2.9 FOR DETAILS REFERENCED ON THIS SHEET. PA -10 2. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED ASPHALT TRAIL PA -313 . 8. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND PAVEMENT STRIPING -STOP BAR BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS S10 • COMBINED WALKS /CURBS WHERE SHOWN AND AT. INTERVALS NOT TO EXCEED 12 X THE WIDTH S11 SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. PA -7 - K. OF THE WALK. PA -7 3. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. CURB RAMP -,TYPE B , K!, OR H AS SHOWN AC-5 9. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LANDSCAPE AREA - SEE LANDSCAPE PLAN 4. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION S15 RETAININ(; WALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, S16 OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF PA -2A _ WALL, COLUMN, ETC. CU -11 IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND RELOCATED CHAINLINK FENCE 10. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS C NT CONCRETE PAD FOR BENCH. COORDINATE W/ LANDSCAPE PLAN UTILITIES HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND S20 GRASS PAVER IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING GREATER THAN 1.5 X THE WIDTH OF THE WALK. EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE 11. UNLESS OTHERWISE SHOWN PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U- CHANNEL ENGINEER IN ADVANCE OF CONSTRUCTION. DRIVE POST DRIVEN 42 INCHES BELOW.GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6 5. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL - FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. PAY THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND /OR 12. A PARALLEL PARKING SPACE DIMENSIONS ARE 8x22'. PERPENDICULAR PARKING SPACE RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. DIMENSIONS ARE 10'x20' TYP. 6. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, _ 13. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL 7, TRAFFIC CONTROL DEVICES SMALL BE FURNISHED ERECTED MAINTAINED AND REMOVED BY CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING ' COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 3. THE 100 -YEAR BASE FLOOD ELEVATION FOR THIS SITE VARIES- FROM 806.0 FEET TO 808.0 NVGD AS SCALED FROM THE -FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON .COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 4. NO BUILDINGS SHALL BE LOCATED IN THE FLOODWAY OR FLOODWAY FRINGE FOR THIS PROJECT. 5. NO FILL MATERIAL SHALL BE PLACED IN THE FLOODWAY UNTIL A CONSTRUCTION IN THE FLOODWAY PERMIT HAS BEEN ISSUED BY IDNR. BENCHMARK DATA PROJECT BENCHMARK: ISHC G -27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street.. Elevation = 817.52 (NGVD 1929) EMH &T'S BENCHMARK INFORMATION: HAM G -26 Bronze disk found in South End of West curb of S.B.L. Bridge on SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RM 226-4" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY- ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST -TWO FULL WORKING DAYS BEFORE 1-- 800. - 382 -51544 THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL NOTE- c'EE SHEETS C2.8 & C2.9 FOR DETAILS YOU DIG ITS THE LAW CALL TOLL FREE TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR `� �. ... REQUIREMENTS, REQUIRED INSPECTIONS AND THE DEPARTMENTS AUTHORITY AS IT RELATES $OQ �•2S 5200 TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. VICES SEAT NIGHT. . FOR CALLS OUTSIDE OF INDIANA _ ``��ttttWtr� N. a� i No: r i P095OW55 i STATE OF � (d OW s IpNA1- � ttrrt �rttutt`� . EMH &T J B A04, 2005 -2281. DATE: . 02 -24-0s SCALE: _ ill 501- . SHEET No. KEY 0 SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL - DETAIL REFERENCE .S1 CHAIRBAC:K CURB AND GUTTER CU -1 S2 OVERBUILD ASPHALT 1 FOOT PA -1A, PA -2P, PA -1C S3 STRAIGHT CURB CU-8 S4 S5 CURB END TRANSITION w SIDEWALK ADJACENT TO CURB CU-6 PA -36 S6 CONCRETE SIDEWALK - 4' WIDE UNLESS OTHERWISE SHOWN PA -3A S7 CONCRETE COLLAR FOR CASTING WITHIN ASPHALT PA -10 S8 ASPHALT TRAIL PA -313 . S9 PAVEMENT STRIPING -STOP BAR PA -7 S10 PAVEMENT STRIPING - CENTER - DOUBLE YELLOW PA -7 S11 PAVEMENT STRIPING - PAINTED ISLAND PA -7 S12 PAVEMENT STRIPING PAINTED CROSSWALK PA -7 S13 CURB RAMP -,TYPE B , K!, OR H AS SHOWN AC-5 S14 LANDSCAPE AREA - SEE LANDSCAPE PLAN S15 RETAININ(; WALL SHEET C3.7 S16 CONCRETE JOINTS C - CONTROL E - EXPANSION K - KEY_W_ AJY PA -2A S17 CURB TURNOUT CU -11 S18 RELOCATED CHAINLINK FENCE S19 CONCRETE PAD FOR BENCH. COORDINATE W/ LANDSCAPE PLAN S20 GRASS PAVER PA -15 PARKING SPACE COUNT 10 STREET ADDRESS Cam] COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 3. THE 100 -YEAR BASE FLOOD ELEVATION FOR THIS SITE VARIES- FROM 806.0 FEET TO 808.0 NVGD AS SCALED FROM THE -FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 18057CO207F FOR HAMILTON .COUNTY, INDIANA, DATED FEBRUARY 19, 2003. 4. NO BUILDINGS SHALL BE LOCATED IN THE FLOODWAY OR FLOODWAY FRINGE FOR THIS PROJECT. 5. NO FILL MATERIAL SHALL BE PLACED IN THE FLOODWAY UNTIL A CONSTRUCTION IN THE FLOODWAY PERMIT HAS BEEN ISSUED BY IDNR. BENCHMARK DATA PROJECT BENCHMARK: ISHC G -27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street.. Elevation = 817.52 (NGVD 1929) EMH &T'S BENCHMARK INFORMATION: HAM G -26 Bronze disk found in South End of West curb of S.B.L. Bridge on SR-431 over Cool Creek and South of 136th Street "FEMA DESCRIPTION RM 226-4" Elevation = 802.67 (NGVD 1929) SITE BENCHMARK: Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY- ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST -TWO FULL WORKING DAYS BEFORE 1-- 800. - 382 -51544 THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL NOTE- c'EE SHEETS C2.8 & C2.9 FOR DETAILS YOU DIG ITS THE LAW CALL TOLL FREE TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION DEVICES. TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS AND SIMILAR `� �. ... REQUIREMENTS, REQUIRED INSPECTIONS AND THE DEPARTMENTS AUTHORITY AS IT RELATES $OQ �•2S 5200 TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. VICES SEAT NIGHT. . FOR CALLS OUTSIDE OF INDIANA _ ``��ttttWtr� N. a� i No: r i P095OW55 i STATE OF � (d OW s IpNA1- � ttrrt �rttutt`� . EMH &T J B A04, 2005 -2281. DATE: . 02 -24-0s SCALE: _ ill 501- . SHEET No. urb Inlet (Exist.) T.C. El. 801.43 15" RCP - W• 12"' RCP -- S 6" PVC -- E v � . n_ _._. urb Inlet (Exist.). 00 - - -- T.C. Ei. 801.30 ---- -- RCP 12" RCP - N 0 �_ �---�- {{ ___ t-- M 1 . -.-. -- - --�--• 1 , -- C-4 4 "TEE AT EACH LOT LINE FOR �'��� PROVIDE �"`�" - _ BY HOME BUILDER. �" CONNECTION OF DOWNSPOUTS ---- --"' �' - _ - -N- . I.... 4- �,,a..^�,r^,.�rt�- �- c�^ -..r� ff'..�yr � Py y! i ~! � _.._._ ----- 't'r- ---- -- - -- Uj U .-- .-.r.- r _._..� ...r• y T ......ter.. ...�"'. �.... , / Q ....+ r+ T 2 T - r.�r.+ V �_> U) 0 � - ' WN ~ ■ _.... . Q .. � C _ ' ' _ •, ' ......ice ........�•� • -�-�'� �� .......�•... .�7 tit f - �`�. , S 538 ----- --- `�' �`- -��� N00' 01 '47 "E } ��� 1�'�6.60 ' � , -tom y� �.�.� :�.Alub -ch 4 Z i y A 4L f ..�+• � _ _� a A a �._t � � ���-`■ 1� a .�.f•....._._.._� .. .�� - Opp..._._ -- •000 --- - �_--�._�.___-- _- _-__�._- -_ - - -_ --_ ........ r. ..-._ _.. _... _.• _.. _"` F L'�- �-" / • -. i _ �� .�_ ` CJ _ - �_ 000 .....__.. � ` ', � a 0 !r 10" ST 10"ST __� _ --_. -- --- - -- .__- - ---_� _..__. ___ ---- _ _____ __..______ -. _--- ---- -- _____..w.._ .__r _�._ -- ____.._ - -- M ` CD V 4 " _- - - - - -_ ____ _.. _ ___. 266 LF OF 4 SSO ��,��._.,.... , Oci ' 12"ST - 10"ST 10 ST w.0. C.O. - --__�_ ._ J --- �'' 339 LF OF 4" SSD �"�'E'�'*"�z °�`� ° 9 ► 7CD.. S.... 1..._.- ..._.•D..1•CD...gxD..._.M" Sal,....- CA..-. .....- S: D .....5..._..._.'1t.- .'••�1 ' T�.. d• YA.+. �....' �D._.. .'L'�1.�..- 5�.,_.'�0.�..":�.�.. ; � a � W -� � y 1 t ROO DRAINS TO CONNECT TO SEEM t �. ..- -•- -• --r --r r -7 TO SSD �. E ALLEY 2 ! 5oe �-- - to co t ° v _ ROOF RAINS TO CONNECT : PRIVATE �___ ��_ �_ --- -- _ -- _ �_ -___ -- - - _ -__ -- _--. - o ,� /__ ___-� ____ - -;�- - - - - - -- --- -.�.._ - Soa POND 1 ®,'' urb Inlet (Exist.) W _ M _ T - 1 T_ t v o _-.. - - - - -- - -- __...._ __________ 7 ' T.C. EI. 802.41 L] �' w- 0 LDG -1 w -- T 1 T NORMAL POOL = 799.00 RCP N c- 1 I 12" R -- }= W W lU + o r ❑ 5os ® � O � 1 t I � W w `� 1 ; - --,� _ r REPLACE CASTI - U) s I _--. , _J 1 ! , t ,_____� -- - oo ti i POND 2 G)y ' NEENAH: R- 3357 -A Q a v t I Y l +` ° cn a� __ NORMAL POO W W Q W •-•j u. o o w ADJUST 801.7 O GRADE) ; 1 � FLI- � 0 w I -• � �� D.. tL' m !- r � 70 1 Q ° LL t W v - _ BLDG -1 i .� 12 RCP S - `-" I 1 i , W I BLDG -3 LL BLDG 2 Q l , s» = w ._ O o 0 a $ Q co l Y Y Y ; _ BLDG -4 _ o� I i - __ 15 RCP N s YY i LDG1 - -o _ w Y Y �, 535 �FE sus J Q t t l �`• LF o 4 15 RCP - E 1�• ', t 410 ' �� + _ _ , - - -- , - Q f., I >i • i W 1 _ - _ ° _ Storm Manhole Exist. % 411 � B LANE _ 1 .,-- -- �......_ - 1 ---- -- _ -- _ O ... _._ o 47 C I O - tom-. T.C. El. 802. VI {.i.. » j. O Si - t - Y Y Y Y y_ �t O a (j 0 ° } 1 ^ G37 125 LF SSD t a /" . 1 • Y Y , Y Y Y l.._ .._ 1 Y Y Y r 1 �, ...s. �`� -r.�. .-.,. -..� -.� .r• / . 18 RCP W ROSALIND Or J. , �' _ aa.....w.r •r.,,,,�•�.s,cti,. _ 523 v - �--' ® i 5" RCP - E I �a ��`'"�` ^ •� _ l "W K _ v 1 .,• . �__ . -- 15 RCP S / MV� r PLACE �} i7r -v W =��� -. RO ALIND P CE . __...µ: - -- = N 2 .fir - _. _________.__ ��� ��° �__ T R „N R EXIST. 12 WATER M O 'O Z HE 8 7 cn r6 w J 131 LF OF 4 S 154 LF OF 4� SSD ,� ,- -__ - � � ....>. F 4 SSD _ a j Cn ►� 1 i D 276 LF F 4 SSD .�. - s..�. - - 5a2 , Q o o �� r RO ALiN _ k .. 513 .✓ �q I t: '� < !, ` 11,910 �..� ---�� ,. ---• ..� .,, -.�- ,,.> -.. �� -� � �.-•_ , . _ , ,�. r z �' � - LOCATION APPROXIMATE + r \ t • • 1 u 1 / NOT F1EL0 L . . - I O ,�, + _ ; 126 LF OF 4 SD 52s _ o Q t- _�_ 4Q9t s2s •� --t � ., � - a t� 1 �' o .,r"r� s3o �� '\ �'�, PER CARMEL UT(LITIES) � /C ` J ' , _ 1 S "`_.•- ,r_..... ______•_ - -- __ - J ,.•-- _t LjJ Vf f S ' ++- 1 p __ _ , i - �,�..,......5.� :�......�>u -- �.-- -r 4 154 L 4" SSD std �,S 11') OC A U 534 22LFOF4 _SD s � .> $ 401 anitary Manhole (Exist.) SRI .yr.�..r � > T.C. EI. 843.86 - LLa � � -� t • � D PLAC FR - ��:. �� 4ao L._. � $ � _ ROSA - _ �- ,f � 30 RCP - S T °Z t L - ---`- fr 6"S s S S -__- ,- -- - `1 t --, % t '' w.a�.w.�a -.� •- -.-w �y. u- ns,w+wa.vaasvrr.+- t�..c�.+.+� t 1 jj 1 t ° t Y �o \ t ° LDG -1 1 � ..��' � �.. -- a ` ,Jli � 30" RCP NW � � i�� • ONE j, LL! - R (_ - Y Y w - t T ° c - INS -'� � y H Y • � Y � Y Y • Y Y • r- 't 20 "x20 "x8" Li. - , , Y Y Y • _ _. _`: TAPPING TEE IE e12. ;L`� '>✓ _ LL ? _-�'"- ' mij WITH VALVE c: CD .-�" 0 403 ° R O i z 12 x12 x8 �,�. 0 E 2 Cq g 8"S n I cn �' / W - BLDG -6 BLDG -T c.c�. O w N 406 { w BLDG -5 l t IE: 8��6. Q� 40 , r TAPPING TEE WITH VALVE Q :J N ! e, h t Is p 1 Ul J D ❑ + mss' C.? O ( t ` O ,.4� � � CORE &CONNECT 80W , _ ' iE 810.2 ___ -- ti -. Li � � � -- - --- .��. r - --. � -_ ' W N � �� % TO EX. MANHOLE � ° o _ ■ -c g0 ) Q ® t t Sanitary Manhole (Exist.) 1 0 % c Y w Y ► j /- �� 5 t t ADJUST so7s = 0) W g p 0) � C 1 � t v ,-�.• 2� F '8. � 6�F . r . � � t � + L!..! : �M% _ g 30 RCP 790.0615E � � 1�! C• t �� o ►. / �. ----- �' ~ 30" RCP -- NW co M IE 8 0.2 3r �,,�� •' - � C.O. � �• �' a T.Y7._..'i�.....SD+.•T�.._. 7.,.i'D....►c -...• •S'S+....Z'D+..•SS... 17, •. . .T..`..t.a.'L'.•I1�'I'�= �,, •f ® ,,.., „ .% `A ,% ' �4 531 " ��~ FOF4 "SSD s18t38LFOF4 "SSD /� Cq In EXIST. 20 M 12�N �B�F a sso _ - _ � � �'� �� \ P RiVATE ALLEY '1 -- / � `� � -''r •• � _� o>> O L G 1 .._ _ 1NATERMAIN (NOT C. IE 814 � ��� / � t'7 Q •• �t LP C.O. 1` 406 �� 405 3 Y Y 517 a. GUY POLE LINE _ 0 FIELDLOCATED - Q'- e'?v `� BLDG -8 g5� .0.� t �. M .. We � tto LOCATION � �• 8�a � '' � '`� % Mil �•� " � t�,i' „ •1 ,i� � ��i�?Sbi -:'L� • " r''- / �.!' i APPROXIMATE PER t ROOF D NS + ONNECT O SSD �, �� e.yy �.,,. --A`� .,,� �` APP •�� _ '`` CARMEL UTILITIES) `�` a~ T t LDG•1 Y Y i Y Y ..J \01 ��� r ='• ,�� / " 1•• j C-0. Say rbF , „ EASEMENT �n / , _,v o � f � - ; � � off. � 3 00 00 E /� ., y'-= -'�°�' 105 LF of 8 �CSSD (a,� 1. '�'�/ `� J {� ` SO a 8tis s r0 1 - ' _ -.� _� -- -_ /..g'�g Q ,f'� O o V o ■ o ♦ S3 so3 65' R ' 4W ILJLJ' r tiF ! � arc �� ,f - �D �� + Op . Os� IE 810. ' , - ___. �. '� 6S p FLOO PLAIN L1 8'°LC ° ! BLDG -9. C.. �� = - �/ o / • � TS SSA � 1 � 1. • •♦ . O / - o �� �LQ D Z0 - .ROOP -D NS TO G4 NECT•-TO- S 9 �� OD � FOREBAY � Op yy 161 LF of 8- PVC SSD @ 1.09ro - COOL CREEK .- C.O. / 0 r SOT00 '14 E , ° ~ t• _.....- o• A / y -� ` o 0 00.00 4 e DRY DETENTION BASIN 3 •- -� .� ♦ 30 0 N 70 94 3 F of 10 PVC �. / COO SD @5. % F.- / -- ,,/ �� t I OUTLET 799.0 G � o 0 ? o PROVIDE 4" AT EACH LOT LINE FOR .� S�az `� -.,._ ,� : ;r:= �:-; �:;. c:��sr.rr�:. �. OWNSPO S BY HOME BUILDER. --'� CON ION OFD / ��wf ;� ►j -,l.s= GQ �p •-- l' l �r Gj� In p C O !� �► o ..� �' SIN 3 POND 2 POND 1 �, o o DRY BA a t - i1 4-1 C4 It I aj a- Ss•o 13.46,, 00 50 10 � 00 0 OUTLET ELEV: 799.00 2 -YR PEAK 800.85 10.YR PEAK 801.64 100 -YR PEAK 803.09 SPILLWAY 803.00 TOP BANK 805.00 NORMAL POOL 803.00 2 -YR PEAK 803.59, 10.1'R PEAK 804.04' 100 -YR PEAK 804.80 SPILLWAY 1 806.00 [-TOP BANK 1807.10 NORMAL POOL 799.00 2 YR PEAK 799.97 10 -YR PEAK 800.44 100 YR PEAK 801.29 SPILLWAY 803.00 TOP BANK 805.00 -_- - E . °Q �i v u ; o; • 0011000 6 co 10 S019 J .pa 00S000 9� > v- w 0. t� a. . w % 4 2 60 � % w O 52 _ UTOLITY NOTES 0 SURFACE DRAINS 0 0 �.. •cz o con O,, CONTINUATION OF UTILITIES 1. ALL DRIVES WITH INVERTED CROWS SHALL HAVE A 4' =SSD INSTALLED PER DETAIL ST -5 ON SHE 0 o REFER TO MECHANICAL ELECTRICAL AND PLUMBING PLANS FOR C FLOOUWAY 1� I PTH OF 18" BELOW FINAL GRADE AND AT THE SAME GRADE AS THE DRiV PER FIRM MAP WITHIN 5 FEET OF STRUCTURES. ` °` GREATER v 0 1 805 7CO20 7 F 2, PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH G ?! oN `( 00 THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED % 6 P P �'� o t CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS 6 PN� APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. LAD G � y v ; REQUIRED TO ACHIEVE AP ROPRi .\\6 p`G 2 w 3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARxnON OF 18 INCHES BETWEEN WATER o LINES AND SEWERS SHALL BE MAINTAINED AT CROSSING: >. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CON - TRACTOR SHALL UTILIZE PRESSURE -TYPE o WATER PiPE FOR THE SEWER PER DETAIL SA -9. o - m 4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURE FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE .ABOVE THE PIPE. 5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LiNES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6. PiPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 7. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 8. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 9: ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RiNGS PROVIDED THE TOTAL HEIGHT OF EXISTING'AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. -10. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND /OR BARREL SECTION OF THE STRUCTURE. 11. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 12. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 13. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR SERVICE LATERALS - WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY R SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT INCLUDING SIDEWALKS) SHALL BE B- BORROVI! FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 14. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INS FALLED PAVEMENT TO THE TOP OF THE INSTALLED PiPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE. MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SH�NLL GOVERN. NOTE: UTILITIES SHALL BE INSTALLED PER THE LATEST UTILITY STANDARDS OF THE CITY OF CARMEL. C5.2 ATA MiNiMUM DE NOT LESS THAN 0.50 %) AND SHALL CONNECT TO THE DOWN STREAM STRUCTURE. 2. SUBSURFACE DRA !NS BENEATH THE CONCRETE CURB AND GUTTER PER DETAIL ST -5A ON SHEET Z C5.2 SHALL MATCH STREET GRADE TO THE NEXT DOWN STREAM STRUCTURE. Uj Uj-- .: o w • o J 0 0W 0 440. 0� 11� co - Z CQ M D e- 0 LtL W - O '\N !-- o. ' gl V, SIT E N04-. r e PE555 -o STATE OF FLOOD ROUTE iN EVENT STORM SYSTEM NOT FUNCTIONAL �`.,'� �`• /NDIAt3 -N e NA- BENCHMARK DATA _ ,rril �I�ua'� PROJECT BENCHMARK: ISHC G-27 Bronze tablet on southern guardrail on downstream side of northern crossing of southbound lane of State Route 431 over Cool Creek, north of 136th Street. Elevation = 817.52 (NGVD 1929) EMH &T-J B 0. EMH &T'S BENCHMARK INFORMATION: South End of West curb of S.B.L. Bridge on SR-431 over 2005 -2281 NAM G 26 Bronze disk found in Cool Creek and South of 136th Street DATE: "FEMA DESCRIPTION RM 226 -4" Elevation = 802.67 (NGVD 1929) SiTE BENCHMARK: 02 -24-06 Chisel "X" Top South Bonnett Bolt of F.H. Located North Side of SMOKEY ROW ROAD and 30'+/- West Most Entrance of Parking Lot of Football Stadium, CARMEL H.S. SCALE: Elevation = 805.25 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE 1-800-382-5544 SHEET No. YOU DIG iT"S THE LAW CALL TOLL FREE 1.800-428-5200. FOR CALLS OUTSIDE. INDIANA . a - - - _ - - - _ - , - _ _ t, ___ - r.0�"MM_"1""M_=______ __ - - ----.--- __ - - - ____ - - MEMUNIIIIIIIIIIIeM - - - I 1.5 - - .----- - - ___ __ - _ ___ __ __ ____ __ - ___ ____ - - - - OP-OF-CURB VARIES . - - (TC ELEV. (SEE SITE PLAN) I .1 9 . Detectable warning brick 8.33% + 5% = 13.33% > 11 % • . ■ . - Utility strip width: I- i 1 �.`-.1 I I Ill. 1 TES. Brushed sand mixture - . N CENER�►L NO E Type G•2' -0" min, 5' -0" min. for Type G Varie • • i �= _ . . - Setting bed 8.33% maximum 5% maximum , , t, . I L I L L� --al _ - mmm� __ - _____ ___ I . . PVM =1 • �....� Type H -0 -0 mm. for Type � • -' -�-.� � i � 1 are based on a bin. curb 1. The curb ramp type includes the ramp and Concrete base lope • • • • indicated b the hatched lines on Slope 12:1 50:1 max. f � � � =� ; i- e shall be proportionately adjusted for flared sides as indicat y ENS' • - ht. They M .:,.` 1,�,� - -- -, ;.�,c:r f t�, PAVEMENT MARKING -STOP BAR heig y AVE .. .. _ _ . • the details. A to level landing for every curb P Pavement / / �- ��`, /� J other curb heights. P - 4' _ ramp shall be provided. . 1- ft precludes construction 2 o Q' '' 1/2" E�CPANSION JOINT REQ'D WHERE 0_ re � , `- � � � UNDISTURBED 4 "MIN. �' MAX � � � z q)Where site infeasibility p ... - own such width may be 2. For details of sidewalk curb types see Provide 2' -0 "level strip Provide curb as required, SECTION B•B CURB ABUTS CONCRETE WALK OR { AVEMENT o to the width sh Y p Prov q • . . • 1-=- SOIL . 4Q -G' Z }-- decneased to aminimum of 3' -0 ". Standard Drawings E 604 - SWCR -03 to -11. if algebraic difference • • • • ' I may be monolithic with BRICK SURFACE CONSTRUCTION exceeds 11% level strip. 6' -0" varies,1 = DOUBLE YELLOVI! PAVEMENT STRIPING LINES t-� The bottom edge of the curb camp shall be 3. The curb ramps shalt be placed within the , • - . marked crosswalk area. GE OF GRADE d 3 • - sh with the edge a of adjacent pavement and CHAN • , • _ flu g t p Sidewalk . ' I DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING W I. gutter line. - y _ .- �. ;: Li I utilt stn ;. �'1 ' _I ' i^ ext to - { . Flared sidewalk curb ram n ty p p f t �` y Pavement i- W ® „ „ 1.6112.4" -•y v�. e sodded. 1.6 -2.4 .�� .��4\ I . shalt b � � �� . @Landing areas at the top of curb ramps shall - • SECTIONA -A SOLID WHITE PAVEMENT STRIPING LINES o z . have maximum cross slope of 50.1 many I I NOTES: . • Notes at right. I tt enerat N .,,, CONCRET� STRA {GFiT GUR TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. W Q direction: When srte infeasibility precludes a 5. See G _ 0.4 'rection the.slo -0.9 SCALE: NONE _ i an d i n 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR V) t].. I of 50.1 landing slope Pe ® 0.2 to � p Y to.the curb shall not exceed 50:1. . I ® See Standard Drawing E 604 - SWCR -02 for groove details. . perpendicular -�_a.. APE !- � rd Drawings E 604- SWCR -02 for details of the detectable warning surface. 4" WHITE s W cfr� � . L 0000 0 If site infeasibility precludes construction to the ---- - - � See Standa g _ 100 CURB j RS STRIPE (� width shown, the landing width may be �' ` . all'IIIIIIIIIII' :)I � s approach shat! be sloped at 50:1 maximum transversey. TOP OF c s _ ��'� ~ - W W d to 3` -0" minimum. The running slope I 1 0.9 "-1.4' Q Sidewalk a ro pp p _ decrease _ _ SAS 45 � � u� curb ram may be steepened to a �� ---- - - --- - -= . of the P Y P #5 spa 18 . P @ � driveway there will be no curbs. This side shall be adjusted accordingly. - • se of concrete n - °� • e W W � of 10:1 for a maximum 6 in. rise. I I I to y - N. .. . • . • . 4 o_ m W maximum Section a -a c a . • , - L Slope a 12:1 I a 4.4 . a • 4A s d , a 45 (0 to (o Q 6. Drainage a inlets should be located uphill from QAVEMEN Indicated area denotes pay limits "ll - 9 .. SQUARE PATTERN '/ o o e t uddles at the path of .,. - - BOTTOM OF CURB curb ramps to prev n p p _ PAVEMENT srti . .. t1 ,t t• See Standard Drawin E 604 - SWCR -01 and -02 for location Plan and (enerat Notes respectively. • VERSE CONTRACTION N '� T N N travel. 2 2 2 g TRANSVERSE EXPANSION TRANS W • TRUNCATED DOMES USED. � Construction of curb if TRUNC Detectable warning elements JOINTS 100' C-C AND AT ALL RADII RETURNS JOINTS @ 10 GC. 0 0 7. See Standard Drawing E- 604 - SWCR -12 for separated from ramp . r- IN DETECTABLE WARNINGS Concrete Base ly improved access on narrow sidewalks. 0.3" Setting bed Integral Curbs PAINTED ISLANDS PAINTED CROSSWALKS _f . Slope 12:1 a � 8. Algebraic difference in grade between the 611 vEMNN -� 4 SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID WHITE LINE PAVEMENT MARKINGS base of curb ramp and the gutter shall be limited DETAIL OF RAMP GROOVES 6 PA „ 1 -6 RAMP . 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR AOA ISLAND � to less than 11 %. If it is not practical, a 2'-O" wide c level strip shall be provided. See detail sketch. 6" E TRAFFIC STRIPING _ ALTERNATE CURB CONSTRUCTION CURB JOINT DETAIL PA.7 SCALE: NONE 0 p S and DETAILS �= CU"� (DCAM #12 -04) SCALE: NONE CURB RAMPS GENERAL NOTE �L SIDEWALK : ONE RAMP CONSTRUCTION DETAIL r A+= INDOT 604 SWCR -02 SCALE N .� �w I I - It . I) . ■. 101 )w ____ @ - I to L m - " I 1� �_ W Ig to Sidewalk less 1 than 6 -0 2'-0" 3 `k <� o z I= 9 o ° QV_ TOP OF 6" CURB W C= o p 2 Cg N v Curb Ramp 7 5,dev� , `� O or 2 TAPER co CO W w aC Q; �. Q O Ill slop a 50:1 max. Pavement -7 6 %*l C �� $° 0 W W u7 � 0 ■" N J UJ co • . • , •' - - r @ a� -- -...__ �, °- o W of Z 5 -0 BETWEEN z v ��„ , C, tried c - 6 Q A , ��'- lvv /W1//1k,:�_/_1<'�N . •:.�.��,>.ti.�: ,.�1,c..- li�rr�r�c PVMT. SURFACE �, sm .. boo �2 � �0 = N iz- A NOTICES A TRANSVERSE JOINTS § = � >■ w , h > . 14 .Q , . I - I I ___ L I - I 'T z SJ 1*4 M la 0 z �s I l I l l 1 1 �, L • a z 0, ,,, I as O •• � 1L ^� 1 t1 e 4 , 000,0 L °._... - -_.... ... ;'+. _ `' .._...._`� .... _ 48'-0" BETWEEN EXPANSION JOINTS (MAX.) IL � IL 99 !'. r � _< 6 0 0 4•_0�� 6 0(D Sidewalk coa(sd�kosl o o :° o °' ° N ■ M �� Sidewalk Slope 12.1 max. Slope 12:1 max cue •� o • - _ _ _ - , %W0 an •° e ° PVMT. ELEVATION , .. - •;, r • •• • f ' ' ' , •• r • tttt� ��OO 00• °O 0• ° �• i. •�. . �- • ,- r ". •••l.- ,[' ~r .f'r...i -�.. -•. ••` �• .1..:!,.:_-.T-. ••: +.. ..•�,' •�• ••.� •i •' , ~- .1 0° , ` -i ' 5=1"o ■■ ~ Q I ... I '"IllIllIll" Z '.. a ,r. ' :- w +►� _w_7 iii L3t� v �.�... �' ��''' ��� r• -��'�•" ! �•- SLOPE 114 'IFt. per PLAN �be� �� oa •'� y° 5 CURB CND TRANSITION B N (A T CES -E3 Qb sod `' co � � ,�`1' cu.ra VARIES .,� SCALE. NONE SEE SITE PLAN L 1111 NOTES: � ��• 4" CONCRETE . 2: ----- ` Boa { 611 ( 6'• 1 18" - @ See Standard Drawing E604- SWCR -02 for 12,1 O • s -- 6 ,� Min. MIN. 4" TOP SOIL groove detail . r ` / •mac T.C. LEV. MIN. 4" TOP SOIL F � CUT CONTROL JOINTS „ T.0 �'�, ;�� � /� „�/ ' »,;;f' /��; %� %f/ e � �, 6 i2.1 NOTE. SAW 1 r P.C. CONCRETE I PREPARED I 0 Detectable warning elements CR -02 for o I Q (Z) see Standard Drawing E604-SW "'"`-- 10 O.C. AND AT ENDS OF ALL SUBGRADE 4IN � "r Concrete Base details of the detectable warnings. (a 7 RADIUS RETURNS. 3" TOP SOIL _N . �+ -1 ° 314" 1 . r M U . Setting bed __ 2c integral Curb 8 sod S Indicated area denotes pay limits tilit ** WHERE SIDEWALK IS --1 �• I I @ 6 0 CONSTRUCTED ADJACENT TO THE ** BACKFILL 1 I= � �, to a 12.1 @ /� 6 Ot, - 4N I .. P EMENT 6 pAV / ® Curb o tional. Shall be used when mil' �-�- --•-� THE SPACE BEHIND THE -I 11 . '' tt ,7 .0 � LO CO .ta C4 RAMP c ® P s NEW CURB SHALL BE FILLED WITH .� • 6 I.P. // necessa based on field condition . E �� -_ . ry - ry'I" ' � � �� , c�' tD ** 4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT UN PREPARED SUBGRADE. .. a` � tt I I INTERVALS NOT TO EXCEED �' C a) 6 E ® GRANULAR MATERIAL TO THE _ ��,�� �� rat ��. nc ��,�}� � r a� PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT �'� V o; > 8 10. See Standard Drawing E604- SWCR -01 p REQUIRED ELEVATION AND , - - .)6�L:'4- �� ,�(,I6, U � c U , THE WIDTH OF THE WALK. PROVIDE 112" EXPANSION JOINTS EVERY 50' MINIMUM AND ° �„ ? Ir- o wA SIDE 5 �0 1 -��t --,�, ;a a�o�ot'�o;�oc o�;� )c. �-- O and -02 for Location Plan and General Notes LK CUR8 min. � ,� „ COMPACTED iN LAYERS NOT TO 1�,�,- � ► -,;'� ,ryt--,�� -� ),( 0 � ��r-��r (- nr�' ► WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH a � � RAMP CONSTRUCTION DE AIL ���' APE H 6 0 EXCEED 4 ". 24" .MEDIUM BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION. C 0 a o x respectively. StDE�ALK . C AS WA SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. � o r c " URB RASP APE i EXPANSION JOINTS H � � a G I COMPACTED STONE BAS .fl �- � � E * c x . - S i D EWALK DETAIL M I--- -- = o •_ t CHAIRBACK CURB AND GUTTER OAw3ik ' `� TYPE G aid H SCALE: NONE � � •t a>i 'o s . I SIDEWALK CURB RASP TYPE D u R B RAMP �■''� DCAM 12 -01 PE 11) SCALE. NONE @� � � .. AC--5K iNDOT 604 - SWCR -10 SCALE: NONE Acm5m INDOT 604 - SWCR -09 SCALE: NONE 3 � V �° WIDTH PER PLAN t� ---- -1 .. N m • NOTES: E • 4" PER FT. SLOPE PER PLAN �• � 4) ' v - 6. See Standard Drawing E604- SWCR -02 for 1/ ( ) 5 •0_.. c . ,It v c groove details. � . 4 • s • ' . . . . • �. v • .•y % Sidewalk - w - I .. . @g 7. See Standard Drawing E604- SWCR -02 for 1/2" preformed f A d " a STRAIGHT CURB WIDTH PER PLAN ; _ _ _ - I' � joint filler • details of the detectable warnings. --� 1 i '� _ -'-' "- t `- I I EJ , �:.� t -- - ' _ -- - _ - -, f -- ,' � -t - --t - t -- i -' - i , - ' _ I - VEMENT - Im. i i--- i -- ,1-- - I --- ! I 1 I I- t . ASPHALT PA 1 °o MiN. -- �-r-'- 2 °lo MAX 0 I -1 1� 1 I i, =� I I , JIS B 8. Indicated area denotes pay limits. �-- I •' • �, - �� � o ' �" � � a •, - III= - III -:I s I-- � . �`� I- CONCRETE*1NALK 0 `� 1--I I I =I I i `-i 11 Is -- � � -• • •, � • • . � - � � PREPARED SUBGRADE *'` 4 PORTIAN Q ,. t 1 i `� F 9. See Standard Drawing E604- SWCR -02 or -- -, t , SPECIFICATIONS -1 I I =I 111E- I I.---- -I ,1--I 1 . � FIC 'cal ram construction details. COMPACTED PER SPECIFiCAT10NS CEMENT CONCRETE '' _ - PREPARED SUBGRADE (SEE SPEC1 ' I i I= i I i ={ I �=I I= ;� t _- I f--i i 1- I i-=1 { { =1(;-� 1 - 4 typical p i b�om� ON PREPARED SUBGRADE 11 I G tJ ;,� C� G G -t I i• t • , t t -•-- -i : t t _ _ _ i t- I {/ I- -i •SC C 4 ° , „ -1 �i ! -I i I =I ! 1E 1 I I.-1 I ( I I l�l ! �._t i I�f I l!1 I f ; i -t l . Q 0 o t, 0 , 0 40 1 i; E:1 I--; I , t , III I I�•- ' -f = -_--� 1--- -I - 10. See Standard Drawing E604- SWCR -01 U f (� t_.._ t - t .-i�� ,�� !_ -ICI= ` -E h -0 a�, t� r.,� � � i F. I I I9 I i�l ,1_-, I I--I i 1� 1 �---.I I' i--! 11� i i - F O v` O G { ! 1-"':.I l i -f I I- i 3 :---: i �--� t ---- -t , t_._- , . . -0 o and -02 for Location Plan and Genera Notes ,_. � --1 - 4 �' c I. WIDTH PER PLAN t t - _ - _ - -t _ ���' respectively. I Ijj !!_ I �� ; I--- -, I= Ill-:111- i �i i� �'- SLOPE (PER PLAN) 1 '. t= -+ ? a 1/4 PER i�I I _. - I UJ, (f) 1/2" preformed 0� %i - : . . . • . - e - . :E - joint filler ,6 ,0, . .. '' • a . . 2 - s j cco ��� �R a V Cry ����ht �,^ + i •� ."I .e. . 4 • • • 4 d d s • v Q 0 Q SIDEWALK ADJACENT TO CURB 0 � D ��:�� ^' � ,+ 1 .yG'�Q `'L� rJ`�{'i 7 G *a {� O`��� G G yv O O OuG GOOC��70G�G Z PAw3B SCALE. NONE I / i� I } " � , t U O C� U t? C? 'J Q fl '� t3 4 4 -- .� c o 0 0 0 �� 0 0 0 0 0 .� o o c o o a o 0 o. fr Irb '_ � ` :. _ �O �-P• ' � �__. I� ; i -,- ;--- -t , f-_ � I__. -•� ; . i { -� 1 = � -- I I-- _ ' ; _� ; I I t 1 -1 r- I li ti � � W c:� I --t 1 I 11, i I t r. iI 1 U O � =�- ► �_t : t-=4 i r--: i t= . � i i i t---4 . t---. t ► --, : r---� t s- -� � t--� t :- -7 i t t - -� . r--♦ t � 1 . r---� t P---c t • I- OQ3 '- 0' z `�� PREPARED SUBGRADE ** 4" PORTLAND . [ = 3" COMPACTED SAND OR . �,p COMPACTED PER SPECIFICATIONS CEMENT CONCRETE CRUSHED AGGREGATE U z 3: .:. y- - >`o� I L.EVEUNG COARSE „0 • . 0 0 �."' l Slope 50:1 Max. --- �� ��ey� 5b ,,_„ c Sidewalk, p - `o� WITH LEVELING COARSE �"" •�, Variable slope 12:1 max. ,. * .,T - 5�G 4 .- -0„ 4 _0 _ ,, '* 4" OF 4000 P.S.I. PSi CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE. Co - 1 , i PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT To EXCEED min. .�=' - w r @ 2x2'-0" 3 Q � a+• THE WIDTH OF THE WALK. PROVIDE 1/2 EXPANSION JOINTS EVERY 50 MINIMUM AND • @ X. .N� -=, WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH W pavemen \oQ F 0 �• AS WALLS. MEDIUM BROOM FINISH TO BE APPLIED 1N TRANSVERSE DIRECTION. G7 formed joint filler EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER. � 0 . . I . z . 112 pre j Q � ' Earth Or Sidewalk Surface SECTION A -A . CONCRETE WALK • . Concrete Curb Or Curb � Gutter . SIDEWALK CURB RAMP TYPE B [PA%m3ONE . . Pavement �C■'5B INDOT 604 - SWCR -04 SCALE: NONE SCALE. N . 1 /8 "RADIUS Ex�sbng Ground Vne - . I . . .........% . , • 1 FILL WITH JOINT SEALER S Min. 1' . Bond Breaker � oo"oc•o^. O64l ' Variable �Ov.03S0 8o3�a�8o ' . � . - Roofin • 15 g - - • g ��438� 8� ov�o l . . SAWN Cllr FOR • d/4 �� `- Paper Min. A .. •0�;0. BREAK " H•A C SURFACE ,� • d X 1 /4 _ ��»ti111111111111111. fL 4 Slo e - / �v�o,�oa�vaov8o f EX1CiiNG . Slope ; 2:1 Max. Slope �. c;o •a . t � //i - • • • • . + ��08� $��aw�o - •� :. pAVEMENT A : • ` . s ' . - �����` � J ' /�i Curb / . . = _... .. A J oe�flc oc a�e;o - r� 4 •'r . •' CJ, 4 • ugaupoJ ��poDp�bO • -° ' • KEYWAY FORMED BY ���`� P _ k '��� i Cn • • • •F• ,d,t • . • j , • FASTENING KEY TO FORM ' G �•F,GtSTERF •� - .---- -•-- -- Cornpocted . 5ubgrade So �� ao �o,�oa�o / . N / . . Yoriobte rand % ' 03 0 8�330�a0 / .. •• ' • • •• - . • - - . x� in • G o • "• . •••� . a Est q/ 0 .ty'' �'� TROL JOINTS 4 ° - r o• - -• KEYWAY JOINT � �' � ; 9 �O •O �i�' Oo' eo , • •�� • 1• s�• ► 0 t • •• �` • • O .O �� CON •! .'�t •' .� irar.r ♦ • KJ . .Compacted ate o� �oo�ao o^ 0 0 < • • » •� `•• •� . •• ��� , ,D' Q Q ❑ L� ; ' -_ a wosned A re / 1 .. • � �..- a = i PE1�5►�;0055 I - Granular Aggregate / oo�oo��0 80�.0��o r .-- •`$'. , ; ...' , • �, ` ••;. . . •� a O O O O O D `• • :.-. - . • . i 8ockfill Existing Ground tine � oO :01 %wo :° °=° .. _ �, •. •, a • $ 1 •r -� 0000 O OO $ •. � • • •.w •• • •s t i a 24" S. .. STATE OF . / • ,, . ` Boa ��. , •• �• •� .• . 12 'Ttt1CK PLAIN CONCRETE O O O ❑ O 0 0 n. - SAWCUT 114" CONTROL JOINT . ,�. ti }��. i CONCRETE 24" min. '` © C= C •; f &gQ, oa3 - ; t 1 •• $FLOW ! O O 0 O 0 O 0 • . ' ' . - / mac,/ / o�� 0 .�1 7='r+• S ft TO BE� FINISHED 1.5 o r - % �� ��. So�B ooBD ic, ° 1 --0 t�1N• .; "�,'fs ;•. �' 1' 0000 ❑ ❑ Q . i •;_:' ' o ° so ' . ' 6 a . - DIAL` `�' ��� . 4`� . r - 80TH SIDES -�� • vl� '•:Z,zti -. SHE EXISTING PAVEME . > �, O O 0 ❑ O D 't+ COLLAR ' . ' � . , • v V � . •,� - C� �� / • . _.•, ;� ,:•.. r, ,r. . �, ��� CONCRETE ; • • • . � == © _ 'Q . 4 . D/3 , a . - '�i S `� . W a i. i���i �i i c 4F 'TRENC 1 •Xi• ir��•i•:�i r �` , a O O o //. WITHIN ASPHALT AREAS v • • .. - ' / V.v c 9 / l * �s-r :� '- F'L4WABiE FILL 'm 801irUt� OF \ r/i �_ ' '� ����''•. . ; . • t • : .: •., 8ond. Breaker 4 4 ENTIRE TRENCH T+0 ,, . v� . . : • .• �/ \ * . • .. Min. Min. . - _ - • . COKGRETE ELEVAMON . b , °• - . ° . a ' _llll 11 Gi •' _ CONTROL JOINT . 1' -2" Min. . . .... • . HM . ' , • , i . . ... - . - . - . .. 1. NEW SWA.CE lS TO RE MPED AT W - . - • • SAUSE- RAYS As � Eacisrlxo SLVACL SQUARE CASTING . . - • • . . . . ROUND CASTING - . . 1 T sA�i• Ctiti' ioR 1/2" • . N - . • - 2. =0 PAVEIdENT S o DE J OI NT S EALA . . - PIPE UNDERDRAI . • •• CASTING BACKER ROD EMH &T J B O. .• - (Typical Instollo� ions} •' a.�w 8R _ y 2005 -2281 . ETE COLLAR • - A -A . - _ . I UMCH SPOIL Is T DE RMOM FMIA � CONCRETE : • .. . DETAIL _ . • '• � � � •v .. � ,�� '� . . _. w Scale. 2"= 1' 0". . 4. 145"• }AG. 017 SUVA= 10� _ � .. . ' �. , - �' - DATE: • - P H L CONFORM TO- REQUIREMENTS OF SECTION 906.17 • • ' s Tit t a uEO 't>~tou • 6" min. " NOTE. PIES AL 5. SnUMINOU - - . - - .. =H - c- .? " R ED JOINT. FILLER �2 -24-06 . OF STANDARD SPECIFICATIONS. Dom. of i44MYs srAru M SPFcrr�cA - 112 PREFORMED . . - .X09 at 802. f` '� . .. - . . . - - Mm4ibs. s'ra3ptrt� crop ws. .. .. E 1. . SECTI • AYS SHALL' HAVE MINIMUM THICKNESS . R r1� D25 NW 09 m� DU 0 NOTE• PROVIDE WHERE SHOWN ON P . NOTE. SIDEWALKS'. BUILT WITH DRIVEWAYS ... .. . _ REQUIRED .. .. AnON ACrrifftlEs. SVLL. BE REn1RNED 70 ON A -A . T WHERE REQUI E ExcAV - PAVEMENT ABUTS A VERTICAL SURFACE,; BUILDING AS NOTED OF. .OR THICKNESS OF DRrWAY� WHICH EVER IS. GREATER. -INSTALLATION REQUIRED. BOTH SIDES OF PAVEMENT _ . . BY THE ENGINEER. oRlct. coarnota, .. • FOUNDATIONWALKS. EXISTING OR PROPOSED PAVE ENT , 7. pW11 CONCRM is To 8F. YMMED i•S . .. _ Scale: i 1,_� - . • CURBS AND - . - • . BELOW UM ANC PAVEUM4 _ S . . . state: W= 1..a _ EJ EXPANSION JOINT . . CI"T"Y .O CARMEL STANDARDS a, cup sue. BE sic. . CONCit CtIR� 'fttxE UI1Tg. ASPHAt.I IS . .. O . . . . . . .L. I - . CITY OR CARMEL STANDARDS _ . APPUM . . . .. . SUBSURFACE DRAIN REVLSEn .-. .. • REVISED . ... LS . - . . .. I K NEXT TO CURB . - T DETA �° AL - 1-�GURE • NGS 1NITHlN ASPH•� -,�► CONCRETE JOI 0 . sroEw . : , CONCRE rE COLLAR FOR CAS I GORE •.. - Rt�AD CUT PATCH [P F) 0 SCALE: NONE SCALE: NONE ... - . . .. 10 g _ - iQ -15 - - -- _ - - . I I I . - . . . - . L . -1 4„ __ . �. - - -- - - l, ___ ___ - . UNIT SIZE - 50CMX50 CM X2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES ;JNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUND'S) STRENGTH - 402 KG /CM (5720 -PSI) COLOR -BLACK (STANDARD) RESIN - 100% POST - CONSUMER. RECYCLED HOPE /LOPE GRASSPAVE SQUARES ADJACENT GRASSPAVE SQUARES � SEE ENLARGEMENT eE.ow � HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER but SANG (CLEAN, SHARP SANG 0.1 t N Q�- COMPACTED SANDY GRAVEL W o :m ROAD BASE (DEPTH OF BASE ac COURSE TO BE DETERMINED BY ON -SITE ENGINEER) COMPACTED SUBGRADE, (� � 95% MODIFIED PROCTOR DENSITY TOP OF GRASS ROOT MASS 6 MM (1/4 ") ABOVE TOP OF RING GRASSPAVE ATTACH WITH PEG AND HOLE ROOT MASS TO FILL oppAoQopQ,AoQoQQ,poQopopp.popQ.Aopp,poOt GRASSPAVE 5�.C° 5�K ° iSR K o Yom° `f� °K o COMPACTED SANDY GRAVEL. BASE COURSE NOTE: GRASS /PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. 20100 EAST 35th DRIVE AURORA, COLORADO 80011 800-233-1510 OR 303-373-1234 FAX: 303-373-1223 PA -15 STANDARD GUARDRAIL SEE BOLT DETAIL - C SPLICE BOLT SLOTS FOR 518 "x 1 1/4" LG.-SPLICE BOLT WITH 518 "x 718" OVAL SHOULDER WASHER AND HEX NUT (8- REQ'D) N co N PO V\/6x8.5 OR VV5x9 INTERMEDIATE POSTS @ 6' -3" O.G. W1 W6x15.5 • �� END POSTS AND CORNERS 1 NEW PAVING OR EXISTING GRADE { SEE SITE PLAN w - CONCRETE FOOTING SECTION A -A M1m2c__1 TYPICAL GRASSPAVE 2 DETAIL SCALE: NONE r- SPLICE BOLT SLOT TERMINA ' SECTION STANDARD GUARDRAIL (GALV• BETHLEHEM STEEL C. BG - 210 -12 GUAGE OR APPROVED EQUAL t •� t If L 1 , ELEVATION GUARDRAIL SCALE: NONE VV If 11 5_1V 1 b- SUBGRADE �..gy EMERGENCY ACCESS PAVEMENT SECTION SCALE: NONE OVER BUILD PAVEMENT It BEYOND EDGE ADJACENT TO DRIVERS. EXCESS ASPHALT TO BE SAWCUT AND REMOVED 18' -20' PAVEMENT SECTION ALLEY #4 ALLEY #'S 1,2,3, &5 BY HOME BUILDER. 9' -'10' PER PLAN PAVEMENT 9'_10' PER PLAN 12" � 1.5% i 1.5% 7 , ♦i a1• `t i• L♦j'i .► .. .!j % ♦• ,•.•� •1'f•! • )• • 't ♦ Y.'.. � .. :�. ✓ •. • vt r. t' l C, CONCRETE DRIVEWAY 1 HAC #11 SURFACE PER PLAN 3" HAC #9 BINDER -1 f 4" SSD COMPACTED SUBGRADE 8" NO. 53 COMPACTED STONE BASE TYPICAL PRIVATE ALLEY SECTION . DETAIL # PA-1A s„ 6" STRAIGHT CURB or 20 PAVEMENT SECTION CONCRETE DRIVEWAY s STRAIGHT PAVEMENT PER PLAN CURB 10' DRIVE LANE 10' DRIVE LANE 21, ' 110� LIE 1.5% 1.5% r 1 ( ''••7 :�• {.. ✓:•• .fit.•• .('• 'e• +'':i• �' ' ♦\i.. •i.. . -.. -;•• v '•t..•.•.;:r►�:.t�'t•ia'1;' f..,)- .. \.:.•r • + ?'IS• •►• / ,� .• '.i . n .1t •,•. .• •1•!"•., .�w- ',•.J -,. +,• r.''. ..,•. f:.f •_ ♦. •.. •f i .•f -•.,G � .• I• CC. •y � OVER BUILD PAVEMENT 1' 1 `� I" HAC # 1 SURFACE I ,r' '' BEYOND EDGE ADJACENT 3" HAC #9 BINDER S 4" SSD TO DRIVERS. EXCESS ASPHALT 8" N0, 53 COMPACTED STONE BASE COMPACTED SUBGRADE TO BE SAWCUT AND REMOVED 1 BY HOME BUILDER. TYPICAL PRIVATE ALLEY SECTION WITH CURBS CHAIR BACK CURB ASELINE 24' BACK TO 1 BACK 4' WALK " 11.75' 10.75' 6 STRAIGHT 14.5' DRIVE LANE 8' PARKING CURB PROFILE GRADE 1.5% a 1.5% •'�' 1 .. ��/ ,. ,�'�•��"'Lt _ •� .• .+ - •. .r • ••yea•• /•: �C.r..s• •r••`,: "�'•�..1 d• :1. ♦••.•. ice' -•!� .i- .�•�� •'!•. %•. a.'�Y: •- .'�.'� /••• •••-.. ;��♦. .r�.y � ... 1" HAC #11 SURFACE COMPACTED SUBGRADE 3" HAC #9 BINDER 8" NO. 53 COMPACTED STONE BASE TYPICAL PRIVATE STREET SECTION ONE -WAY WITH PARALLEL PARKING OVER BUILD PAVEMENT It BEYOND EDGE ADJACENT TO DRIVERS. EXCESS ASPHALT TO BE SAWCUT AND REMOVED DRIVE LANES BY HOME BUILDER. 28 -32' PAVEMENT SECTION PER PLAN 4' WALK PER PLAN 61, °D 10' -12' DRIVE LANE PER PLAN 18' -20' PER PLAN STRAIGHT Q CURB H Z PROFILE GRADE 1 10' -12' DRIVE LANE PER PLAN 8' PARKING • 1 .... 0 12 Z . 1.5% AT THIS POINT 1.5% _ - H CL s // •Y. L' s t - i, ., t et•• a . i..a t - •< �: �a r • t 1 ,I U �t- f -t t mil- ..-_� - -+ •'• t�-- t .. `�r ,, v CONCRETE DRIVEWAY i,-1 -1" HAC #11 SURFACE W t� COMPACTED SUBGRADE OR WALK PER PLAN ' I 3" HAC #9 BINDER ' „...................................... W Z 4 SSD 8" No. #53 COMPACTED STONE BASE :D 01 a o cn , W W cn TYPICAL PRIVATE STREET SECTION _ w cn co TWO-WAY WITH PARALLEL PARKING p - DETAIL # PA -2P n w ._ co _ W W C� CL Ll_ m w _ OVER BUILD PAVEMENT 1' (.0 co co PAVEMENT BEYOND EDGE ADJACENT C3 t.- u") 119t 4' WALK TO DRIVERS. EXCESS ASPHALT N 04 > PER PLAN 23 -24' PAVEMENT SECTION PER PLAN TO BE SAWCUT AND REMOVED N N t1! 6 BY HOME BUILDER. o 0 a 1 1 -1 1 1 1 T STRAIGHT 11.5' -12' DRIVE LANE PER PLAN 11.5' -12' DRIVE LANE PER PLAN CURB PROFILE GRADE 1211 •' 1.5% AT TH {S POINT 1.5% 1 ti: c• a , t. "� •. ••• I (• �I• •t. t, ,y i- i• ! l: • ♦•' • ,.y �•• • v{••�••• '/ •/ •♦S • • �•r� •�• .•j'.•/` .•;; .1 ♦'.. :.) • ••., Lu ,�, • 1 t` _ Ir O Si cs J 1" HAC #11 SURFACE CONCRETE DRIVEWAY w 3" HAC #9 BINDER COMPACTED SUBGRADE PER PLAN „ 411 SSD 8 Na. #53 COMPACTED STONE BASE LL1 z w TYPICAL PRIVATE STREET SECTION E •. � o TWO -WAY 0,40 N J uj # PA -2S O c z w v � • DETAIL c� °a •cqNw WE_■N . V> W � q 3' w��OQ~f ISO ON a a � • -- E SHOULDER a 0 Q''�:`'1 .�vmcq . wftwooL STRAIGHT STRAIGHT a M ,_ O `` CURB Qwth=3.�..V L�.. CURB ___1___ 10' B -B 3' 20' BACK TO BACK CURBED 16' BACK TO BACK SHOULDER 19' ASPHALT DRIVE ISLAND 15' ASPHALT DRIV SEE PLANS FOR DIMENSIONS 4 IA" P G R Ft. 1" HAC #11 SURFACE / 3" #9 HAC BINDER 8" No. #53 COMPACTED STONE BASE SLOPE 114 " 7Ft. per PLAN WIDTH VARIES, SEE PLAN o O v��0 0 ) 0l'�`''� 0 °t;, C Q � °C�� o C 0, � \� \f �: c) . , • 1'x#11 H.A.C.1)URFACE COURSE 2'x#8 H.A.C`*'. BINDER COURSE 5" OF #53 COMPACTED STONE BASE PAVED TRAIL SCALE: NONE ' 30 TRAIL EASE MENT EXIST. FENCE TRIM EXIST. TREES AND BRUSH TO EDGE OF SHOULDER 121 21 SLOPE 114 "117t. per PLAN `►'' ,\ ` - O C 0`0 U i� O� CO ° Cl � " 4r� \�� \f •X Y` i r,. 6" GRAVEL SHOULDER 1'x#11 H.A.C. SURFACE COURSE 6" GRAVEL SHOULDER 2'x#8 H.A.C. BINDER COURSE 5" OF #53 COMPACTED STONE BASE 12'OFF-SITE PAVED TRAIL SCALE: NONE 3' PLAN 6" (V r 3' SECTION a i rwiin I 1/4 PER Ft. CURB � _ I_ kid i�iii�ii,=,iii ,I��iii! VE SECTION . _ _ _ - SCALE: NONE COMPACTED SUBGRADE �� `• PA•-1 E U H C4 0%. uj '+ c a1)'`�V Lu <, O •- Z o• U • > � 3: U •N -0 0 I-1 � X co o� LLJ v- .0 -° •° [rte tC� cqc It" E s C x z O = O t U 'C 0 =O M �zU� Val .�� t .� N _ . •-- '•.r•• •t ♦ -t�.i' `7 - +•� lei. •���'��•!,' i,•:�• ��• y W w` 0) d to O w w � CL 1.5" HAC #11 SURFACE 71/ #53 COMPACTED STONE BASE 2" H.A.C. #8 BINDER 3" H.A.C. #5� BAS E� 4�� �s[Urvt SMOKEY ROW ROAD PAVEMENT SECTION IN THE RIGHT -OF -WAY PAim9 R PREPARED SUBGRA COMPACTED PER SPECIFICATIO I?Akml I HMA SURFACE 9.5 mm " #11 H.A.C. SURFACE) INTERMEDIATE 12.5 mm I.A.C. BINDER) :D 453 STONE PRIVATE STREET &ALLEY PAVEMENT SECTION ``,\,�,�1111111 TYPICAL ASPHALT PAVEMENT SECTIONS � GIS T SCALE: NONE G , %� F R<'a No. _ i PEf95�055 i = t 1 _ _ _ �, NOTE: SEAL CRACKS IN EXISTING STATE OF i U 0 0 0 0 `` U `� NT SURFACE GREATER THAN �O 0 0 0 00 o07 °O o0 PAVEMENT ,� _ - '_^ 0 118" IN WIDTH PRIOR TO o OVERLAYMENT. %l Sri NAL � 11111 i1t111���1 CLEAN SURFACE AND ADD 1 -112" H.A.C. SURFACE #11 APPLY TACK COAT EXISTING ASPHALT PAVEMENT cual,� CURB TURNOUT ��_�.� ASPHALT OVERLAY SECTION SCALE: oNE SCALE: NONE EMH8�T J�B 10. 2005 -2281 DATE: 02 -2406 SCALE: AS NOTED SHEET- No. O �o 0) H uj Lu <, � 3: U -0 0 I-1 co LLJ v- � D w [rte cqc It" z O U ``,\,�,�1111111 TYPICAL ASPHALT PAVEMENT SECTIONS � GIS T SCALE: NONE G , %� F R<'a No. _ i PEf95�055 i = t 1 _ _ _ �, NOTE: SEAL CRACKS IN EXISTING STATE OF i U 0 0 0 0 `` U `� NT SURFACE GREATER THAN �O 0 0 0 00 o07 °O o0 PAVEMENT ,� _ - '_^ 0 118" IN WIDTH PRIOR TO o OVERLAYMENT. %l Sri NAL � 11111 i1t111���1 CLEAN SURFACE AND ADD 1 -112" H.A.C. SURFACE #11 APPLY TACK COAT EXISTING ASPHALT PAVEMENT cual,� CURB TURNOUT ��_�.� ASPHALT OVERLAY SECTION SCALE: oNE SCALE: NONE EMH8�T J�B 10. 2005 -2281 DATE: 02 -2406 SCALE: AS NOTED SHEET- No. O �o