Loading...
HomeMy WebLinkAbout12110012 Civil Plans Rcd.11-16-2012DOCS00 O 0 N N 0 N NJ E a� 0 z rn 0 X I C 0 0 O �r a � m N O O N a > I 0 0 � o O N N r- � U X -0 I 0 a % E 0 U U a) a) E � o a U U � Q C U j C C 0) C C O X . w X w U) C N E O X I Q1 O E � U C � U X C a- +' a 00 -0 � I p N E N O N p O C14 (n N \ N p � � E \ U L 4--+ 0 >` 0 O N `t U J E L m C) zm4-j �> 0 U � V) W o, U / J —i C� ST. I CE T CA' EL HOSPITAL 13500 NORTH MERIDIAN STREET CARMEL, INDIANA 11/16/12 E TE St. ir�cent C. el Hos • ital 13500 North Meridian Street, Carmel, Indiana 46032 7635 Interactive Way ® ®® Suite 100 W O O L P E R T Indianapolis, IN 46278 DESIGN I GEOSPATIAL I INFRASTRUCTURE 317.299.7500 FAX: 317.291.5805 V-; SITE PLAN 0 ' •iTa � • o ° 1 1 f f f o ! f �4�L� r� '� �� ---- 1 Lj "' -- — O JI I C o J J o O BRI E X LN o w LU KYGT a�DER BIRDSONG O 6 _ � MyG t � VICINITY MAP C% 1Tr- LAND DESCRIPTION A PART OF THE NORTHEAST QUARTER OF SECTION 26, AND A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, ALL IN TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 00 DEGREES 09 MINUTES 47 SECONDS WEST (INDIANA STATE PLANE BEARING) ALONG THE WEST LINE OF SAID NORTHEAST QUARTER 1,310.52 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER; THENCE NORTH 89 DEGREES 06 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER 1,023.77 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING ON THE SOUTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. HIGHWAY 31; THENCE ON AND ALONG SAID SOUTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE THE FOLLOWING FOUR (4) COURSES: 1) NORTH 71 DEGREES 02 MINUTES 42 SECONDS EAST 1,602.61 FEET; 2) NORTH 76 DEGREES 22 MINUTES 38 SECONDS EAST 128.66 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 25; 3) NORTH 76 DEGREES 22 MINUTES 38 SECONDS EAST 624.60 FEET; 4) NORTH 64 DEGREES 36 MINUTES 46 SECONDS EAST 440.86 FEET TO THE INTERSECTION OF THE WESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE MERIDIAN STREET; THENCE ON AND ALONG SAID WESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE THE FOLLOWING FIVE (5) COURSES: 1) SOUTH 75 DEGREES 16 MINUTES 22 SECONDS EAST 142.08 FEET; 2) SOUTH 49 DEGREES 44 MINUTES 16 SECONDS EAST 91.70 FEET; 3) SOUTH 19 DEGREES 59 MINUTES 32 SECONDS EAST 80.58 FEET; 4) SOUTH 01 DEGREES 55 MINUTES 30 SECONDS EAST 56.00 FEET; 5) SOUTH 16 DEGREES 40 MINUTES 10 SECONDS WEST 94.02 FEET TO THE WESTERN BOUNDARY OF MERIDIAN STREET AS DESCRIBED IN THE DEED TO THE STATE OF INDIANA, RECORDED IN INSTRUMENT NUMBER 9909937814 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND LONG SAID WESTERN BOUNDARY THE FOLLOWING THREE (3) COURSES: 1) SOUTH 34 DEGREES 46 MINUTES 12 SECONDS WEST 74.36 FEET; 2) SOUTH 73 DEGREES 41 MINUTES 58 SECONDS WEST 83.26 FEET; 3) SOUTH 35 DEGREES 42 MINUTES 34 SECONDS WEST 59.06 FEET TO A POINT ON THE WESTERN BOUNDARY OF MERIDIAN STREET AS DESCRIBED IN THE DEED TO THE CITY OF CARMEL, RECORDED IN INSTRUMENT NUMBER 200500019842 IN SAID RECORDER'S OFFICE; THENCE ON AND ALONG SAID WESTERN BOUNDARY THE FOLLOWING TWO (2) COURSES: 1) SOUTH 33 DEGREES 31 MINUTES 34 SECONDS WEST 78.65 FEET; 2) SOUTH 06 DEGREES 57 MINUTES 09 SECONDS EAST 115.45 FEET TO THE WESTERN RIGHT -OF -WAY LINE OF MERIDIAN STREET; THENCE SOUTH 35 DEGREES 42 MINUTES 34 SECONDS WEST ALONG SAID WEST RIGHT -OF -WAY LINE 265.83 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 25; THENCE SOUTH 88 DEGREES 58 MINUTES 34 SECONDS WEST ALONG SAID SOUTH LINE 874.96 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 26; THENCE CONTINUING SOUTH 89 DEGREES 05 MINUTES 56 SECONDS WEST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER 380.18 FEET; THENCE SOUTH 00 DEGREES 05 MINUTES 59 SECONDS WEST 1,250.93 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF WEST MAIN STREET; THENCE SOUTH 89 DEGREES 06 MINUTES 41 SECONDS WEST ALONG SAID NORTHERLY RIGHT -OF -WAY LINE 315.95 FEET TO THE EAST LINE OF NORTH MERIDIAN HEIGHTS SUBDIVISION AS RECORDED IN PLAT BOOK 2, PAGE 130 IN SAID RECORDER'S OFFICE; THENCE NORTH 00 DEGREES 05 MINUTES 59 SECONDS EAST ALONG SAID EAST LINE 1,250.87 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 89 DEGREES 05 MINUTES 56 SECONDS WEST ALONG SAID SOUTH LINE 943.74 FEET TO THE POINT OF BEGINNING, CONTAINING 36.003 ACRES, MORE OR LESS. BENCHMARKS INDOT BENCHMARK - HAM G -56 ISCH - IN HAMILTON COUNTY A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 3.7 MILES NORTH OF 1 -465, 0.7 MILES WEST OF MERIDIAN STREET 100 FEET WEST OF CENTERLINE OF SOUTH BOUND LANE OF US -31 AND 2 FEET EAST OF R/W FENCE AT STATION 465 +00. 3.7 MILES NORTH OF 1 -465. ELEVATION = 879.76 NGVD 1929 TBM #1 - CUT " ❑" IN CONCRETE LIGHT BASED LOCATED +/ -5 FEET WEST OF BACK OF CURB WEST END PARKING LOT, 27 FEET EAST OF NORTHWEST CORNER OF MAINTENANCE BUILDING, 65 FEET NORTH OF MAINTENANCES BUILDING DRIVE. ELEVATION= 873.24 TBM #2 - CUT "❑" IN CONCRETE LIGHT BASED #26, LOCATED +/ -10 FEET NORTH OF BACK OF CURB, 15 FEET WEST OF SIGN FOR ENTRANCE #3. ELEVATION= 850.95 UTILITIES GAS SERVICE: VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061 -1700 EMAIL: cshupperd @vectren.com PHONE: 317 - 776 -5535 FAX: 317 - 776 -5553 CONTACT: CHUCK SHUPPERD ELECTRIC SERVICE: DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 EMAIL: shirley.hunter@duke— energy.com PHONE: 317-896-6711 FAX: 317- 896 -6712 CONTACT: SHIRLEY HUNTER TELEPHONE SERVICE: AMERITECH 5858 N. COLLEGE A�`E. INDIANAPOLIS, IN 46220 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O - 11/16/12 O - 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 t3 KIR EES DR O o 0 J o> C LBY T N z {� o o D tiY NE C 4r m rn S to JOANNC E DR a A GRA - DR BOUL. E C RIX T u~ r ~ SR431 r -j a ETLUT- OR Rl�r FF� y��C NEVEL ELN NEVELLE CIR LE OR YR NlEtO CT W CMIL TE DR � D NT PR L �� 55 �• (�• _ INS -TO ` T Rq J o mi KEYS w Q¢ w h MA DR Y(? r FREDERI K WAY N US 31 0 a o w �0 o o o O W M a 0NGF 0 INE R� a E 136TH ST _ R HIRER R EY ROA RD A p T 1 5WRY DR Kn w Z a O C? > M d F ro p A IRA YPA KAP F o > A a w w 5T D W z C t RD Y w o° S RD w LYNNE DR -j LO OD DR KVI ' 3R S 4E w DIAN o c 2 Uj S N ve z VI IAN A x EF�AK O�GS HpRNHURST o T N > L SIX POINTS RD LL w `� o z O MERI W 131 ST ST ST MAIN S k'n EL 1 .T SE� LU z AIRF MANOR DR RUID fn r LLU m 1 TDN ROSSING BLV � D EL V DR �G iQ. E RS N m n T z z 117 S ASH �yt7 US 31 fr o L - GE AY I eb fO F E W LINCOLN C > L M OLD MEhIi N ST RANSBURG OR > ❑ 4 z OR A T UL 126TH O f::R z rn a w o > fi T D z S MOHAWK m o 4 CIWEETER DR -4 w 0 0 A NON DR z z m ADAMS AMERICAN Y N yeti z �T rAN W S > p w 7v c o CARMEL o BO E o FFOLK LN F � O O z o w .IVI Q z M a LN Z � z D R o I6 n Q L 122ND ST z o LIQUE T SPRING MILL RD O H HO R LAND DESCRIPTION A PART OF THE NORTHEAST QUARTER OF SECTION 26, AND A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, ALL IN TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 00 DEGREES 09 MINUTES 47 SECONDS WEST (INDIANA STATE PLANE BEARING) ALONG THE WEST LINE OF SAID NORTHEAST QUARTER 1,310.52 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER; THENCE NORTH 89 DEGREES 06 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER 1,023.77 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING ON THE SOUTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE OF U.S. HIGHWAY 31; THENCE ON AND ALONG SAID SOUTHEASTERLY LIMITED ACCESS RIGHT -OF -WAY LINE THE FOLLOWING FOUR (4) COURSES: 1) NORTH 71 DEGREES 02 MINUTES 42 SECONDS EAST 1,602.61 FEET; 2) NORTH 76 DEGREES 22 MINUTES 38 SECONDS EAST 128.66 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 25; 3) NORTH 76 DEGREES 22 MINUTES 38 SECONDS EAST 624.60 FEET; 4) NORTH 64 DEGREES 36 MINUTES 46 SECONDS EAST 440.86 FEET TO THE INTERSECTION OF THE WESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE MERIDIAN STREET; THENCE ON AND ALONG SAID WESTERLY LIMITED ACCESS RIGHT -OF -WAY LINE THE FOLLOWING FIVE (5) COURSES: 1) SOUTH 75 DEGREES 16 MINUTES 22 SECONDS EAST 142.08 FEET; 2) SOUTH 49 DEGREES 44 MINUTES 16 SECONDS EAST 91.70 FEET; 3) SOUTH 19 DEGREES 59 MINUTES 32 SECONDS EAST 80.58 FEET; 4) SOUTH 01 DEGREES 55 MINUTES 30 SECONDS EAST 56.00 FEET; 5) SOUTH 16 DEGREES 40 MINUTES 10 SECONDS WEST 94.02 FEET TO THE WESTERN BOUNDARY OF MERIDIAN STREET AS DESCRIBED IN THE DEED TO THE STATE OF INDIANA, RECORDED IN INSTRUMENT NUMBER 9909937814 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND LONG SAID WESTERN BOUNDARY THE FOLLOWING THREE (3) COURSES: 1) SOUTH 34 DEGREES 46 MINUTES 12 SECONDS WEST 74.36 FEET; 2) SOUTH 73 DEGREES 41 MINUTES 58 SECONDS WEST 83.26 FEET; 3) SOUTH 35 DEGREES 42 MINUTES 34 SECONDS WEST 59.06 FEET TO A POINT ON THE WESTERN BOUNDARY OF MERIDIAN STREET AS DESCRIBED IN THE DEED TO THE CITY OF CARMEL, RECORDED IN INSTRUMENT NUMBER 200500019842 IN SAID RECORDER'S OFFICE; THENCE ON AND ALONG SAID WESTERN BOUNDARY THE FOLLOWING TWO (2) COURSES: 1) SOUTH 33 DEGREES 31 MINUTES 34 SECONDS WEST 78.65 FEET; 2) SOUTH 06 DEGREES 57 MINUTES 09 SECONDS EAST 115.45 FEET TO THE WESTERN RIGHT -OF -WAY LINE OF MERIDIAN STREET; THENCE SOUTH 35 DEGREES 42 MINUTES 34 SECONDS WEST ALONG SAID WEST RIGHT -OF -WAY LINE 265.83 FEET TO THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 25; THENCE SOUTH 88 DEGREES 58 MINUTES 34 SECONDS WEST ALONG SAID SOUTH LINE 874.96 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 26; THENCE CONTINUING SOUTH 89 DEGREES 05 MINUTES 56 SECONDS WEST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER 380.18 FEET; THENCE SOUTH 00 DEGREES 05 MINUTES 59 SECONDS WEST 1,250.93 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF WEST MAIN STREET; THENCE SOUTH 89 DEGREES 06 MINUTES 41 SECONDS WEST ALONG SAID NORTHERLY RIGHT -OF -WAY LINE 315.95 FEET TO THE EAST LINE OF NORTH MERIDIAN HEIGHTS SUBDIVISION AS RECORDED IN PLAT BOOK 2, PAGE 130 IN SAID RECORDER'S OFFICE; THENCE NORTH 00 DEGREES 05 MINUTES 59 SECONDS EAST ALONG SAID EAST LINE 1,250.87 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 89 DEGREES 05 MINUTES 56 SECONDS WEST ALONG SAID SOUTH LINE 943.74 FEET TO THE POINT OF BEGINNING, CONTAINING 36.003 ACRES, MORE OR LESS. BENCHMARKS INDOT BENCHMARK - HAM G -56 ISCH - IN HAMILTON COUNTY A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 3.7 MILES NORTH OF 1 -465, 0.7 MILES WEST OF MERIDIAN STREET 100 FEET WEST OF CENTERLINE OF SOUTH BOUND LANE OF US -31 AND 2 FEET EAST OF R/W FENCE AT STATION 465 +00. 3.7 MILES NORTH OF 1 -465. ELEVATION = 879.76 NGVD 1929 TBM #1 - CUT " ❑" IN CONCRETE LIGHT BASED LOCATED +/ -5 FEET WEST OF BACK OF CURB WEST END PARKING LOT, 27 FEET EAST OF NORTHWEST CORNER OF MAINTENANCE BUILDING, 65 FEET NORTH OF MAINTENANCES BUILDING DRIVE. ELEVATION= 873.24 TBM #2 - CUT "❑" IN CONCRETE LIGHT BASED #26, LOCATED +/ -10 FEET NORTH OF BACK OF CURB, 15 FEET WEST OF SIGN FOR ENTRANCE #3. ELEVATION= 850.95 UTILITIES GAS SERVICE: VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061 -1700 EMAIL: cshupperd @vectren.com PHONE: 317 - 776 -5535 FAX: 317 - 776 -5553 CONTACT: CHUCK SHUPPERD ELECTRIC SERVICE: DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 EMAIL: shirley.hunter@duke— energy.com PHONE: 317-896-6711 FAX: 317- 896 -6712 CONTACT: SHIRLEY HUNTER TELEPHONE SERVICE: AMERITECH 5858 N. COLLEGE A�`E. INDIANAPOLIS, IN 46220 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O - 11/16/12 O - 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 O — 11/16/12 CITY UTILITIES: CARMEL CITY UTILITIES 760 THIRD AVENUE SW CARMEL, IN 46032 EMAIL: jduffy ®carmel.in.gov PHONE: 317 - 632 -9077 x291 FAX: 317- 571 -2642 CONTACT: JOHN DUFFY WATER DISTRIBUTION: 3450 W. 131st. STREET WESTFIELD, IN 46074 PHONE: 317 - 753 -2855 FAX: 317- 733 -2053 EMAIL: ppace ©carmel.in.gov CONTACT: PAUL PACE WASTEWATER COLLECTION: 901 N. RANGELINE ROAD CARMEL, IN 46032 PHONE: 317- 571 -2645 FAX: 317- 571 -2629 EMAIL: parnone ®carmel.in.gov CONTACT: PAUL ARNONE SHEET INDEX C000 ............................. COVER SHEET C100- C101 .................. EXISTING CONDITIONS /DEMOLITION PLAN C200 ............................. OVERALL SITE PLAN C201- C202 ................... SITE PLAN C203 RIGHT OF WAY IMPROVEMENT .............................. MAINTENANCE OF TRAFFIC PLAN C300- C301 ................... GRADING PLAN C302 .............................. OVERALL EROSION CONTROL PLAN & NOTES C303- C306 ................... EROSION CONTROL PLAN C400- C401 ................... UTILITY PLAN C403- C404 ..................... STORM SEWER PLAN & PROFILES C600- C604 ..................... CONSTRUCTION DETAILS DRAWING INDEX LEGEND MOST RECENT ISSUE OR REVISION DATE 101 C000 COVER SHEET LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED WITH THIS ISSUE No.l DATE PROJECT No.: �O O` 0� �C IRV '00 QJ GO SEAL REVISION 72104 C000 0 L x I L O 0 li. r�l N 0 N O 3 a- 0 CIO I u / a E N ° U N F N L- L U I` W ° a U C > O U z ° +j -1--i ''^^ � V/ •x W --,_, 0 6 U N x o m J m m I- 11r o N O r- a- 0 w O 0 o N N m ° U O 2� °_ Q_ x •U � o 0 0 N � ° 0 .� x 0 CL x Li C0 c O ° E O I U E O U 0 E ° � 0 O U c o > s I a- (n CO C°0 I ° In o N T a N o % N N F U O Cn o U a) J c- c: a) ° m ° >, / zm(0 Q) �;- U ° / j Lv 0 0 J _ U RE os s� o�P STORM MH: TC:846.49 INV. 21" RCP (SW)7 8 INV. 24,, RCV (S): 84 ,.ILIV-:- 4" RCP (NE): 8 w N76-22'38"E(M) O 128.66' y" © R� 8 _ ,,. 4■ - - - � RCP P-777- -- - / INLET .02 CPP 0 6 SIN 1 ($ 844 ,. STORM MH TC :852.34 ; 8 66 �.s ©_- ° - INV 21 RCP (SW) 846.59 N „ �' / ^4 i r- .- INV. 12 a RCP i'SE) 846.64 ,. �' .'"►�' / - 38� V _- - °" INV. 21" RCP �S): 846.49 t 6 22 / ' i A + / (( N _ „ � ��� � 6 � � D R8 INLET TG:848. �. /�,, / °CURE3�lrL�� -TC:ar r , f SID _.•- 8■ / •Rt�t •. Z4 RCP' N 0 -� S� INLET ;- i�:848.9t INV 18" RCP (SW) (s): s48.21 ' t •'� , \ 1PN. 10' CPP (Ij:�84s.2\1I INV. 21 a' RCP. _ 4 L (�?` " '� P 8 VCPV1/ -118■ RCP �i43.38 4 ` �' A f rv. �8■ 1R�P 843. / T P © r / \\ / D \ F HOSPI Ai S 2 ■ \ �, /' B INLET TC-849 `20 \ M 1 _ t, \ \ " A / i / \ INV. " VCP (N): ft >� " - - ' x N�l!I E? RC (NE); •ar5 -92 / i INLET TC:£� . $ / 4 ; CD \ F .. / \) �, � INV. 1 N RCP {SW }, 3,85 � w y� a, � � �_ R9 NJLET : TC:848. 00 1 '4 RCP NW : 6 © tMt. '10 C1�iP SE)�B4' -8 D TY r d , 0 { F C� M JS G 9 J d° r .c e ■ , i i t , " � t 1 A JIM (TYR4- G P / 1 _ x A x r M / ! - \ ♦. 1 M _ f INL TC:850.94 fiP, I xp�' F Jr2 • t��oy r RCP' (NE): 848.04 �j_ / � ' � 1 ��1 0 P , , � ew , 15 15 `� , ,y A / �� /' L \ :fix ,-� R :�. a ,., -- _ - ryb�� � -.,�.. / °o i 14 -� tfi P F ,;�t ,, F. y ,. `` � oo � � : - -00 /t, t2' ,TCH BASIN 1,,T-c:8 52. D ¢�N ' ��' �� EXISTING BUILDING P M 't ci %\, . B bft- VCP (N): 848.58 56.02 �- EAST STAIRS - �- ,. g _ _ N 850.87 L6 U i � �; '. ;. .. A �+ �' ,� •$��,�' �•< _.; _ __ -•• -° ...� SE 850.22 _ =x� o - SECOND FLOOR FF = 866.09 \ \ � P � THIRD FLOOR FF 879.1 'avel r i Al �r Sloss / / \ i 1 , F ", / 1 wI S 10 2 i r . 15 -AMP - �-E EXISTING BUILDING WEST STAIRS FIRST FLOOR FF = 853.50 SECOND FLOOR FF = 866.10 THIRD FLOOR FF = 879.12 EXISTING BUILDING HEIGHT = 39.93' / 1 _ 1 F --1 TC 852.71 �,, L J INV N 849.96 in INV S 849.81 p N `1 o� \ ,- q-� / -1 TC 852 94, _.. -wv - - 2 _ LEgJ INV W ' TC 855.05 E9 -1 SD i B INV N 848.70,1- J s6, �._ y7 INV E 848.75 21 I v s 848 .70 7'� �.. �y.a' - _ - - 860 f�J TC 856.48 f 0 f -tr- -- WTR f' - A�B�Tf�il��,�.sEtvt-EPd-� `� WTR WTR - - - - + ., - INST.NO. 8316560 S, 89• 05' 56" Mill before you dig. / \ J \ 1 E C 851.92 J I V N 843.5 %� I ' Z':� rv)TC 853.11 INV .E 84$4 .71 J 11 N `pv�A - _ SD N - - -- = SAN _ =a =PVC -SA14 24 "RCP -•�3D- - - WTR W1 _ - _ -- TC 851.QA- WTR � - -WTR V 47.94 - - =� J IN N 8 - - - WTR Ii INV E 847.89 INV S 848.04 INV W 847.89 14 1 TC 854.03 J INV N 849.08 \ 1 O O 0 0 O F G H O O O L r m ® N r f P (D O O O QS SANITA 842 - 844 - _ ..iv. 12„ RCP 844 7� � H: TC:846.66 _ " � --RIM 0.5' BELOW SURFACE_ _. : _ °' r _COUt17`NOT OPEN w. "_.__ d grass A �- S f 4 �' 4 „ - - -848 - "" �; > '✓,t, J c, _. •- -� :� _.._ _ � 'r, � J};.'i' � -a / "'�.''?#� • \ . � . rte,.= "mss,.- CURB INLET : TC:84- INV. 12" RCP (NW): INV. 12" RCP (SE): \S O \ _ SD/ ST O M My T(/847 INV. 12" RCP (NE�: 836.5 INV. 24" RCP (SW): 8 6.E INV. 36" RCP (NW): E335.1 IN,V. 36" RCP (SE): 835.0 h P .x; 3 � i s s r K._ 852r \ \ l � � , \ `\ t CURB INL TC:850.34 ' INV. 12 " VC R 46.14 4 ' / / o ° INV. 12" V 846.0 gross a s P h al tF, c h A \ \ X- s\ ` l EXISTING BUILDING FIRST FLOOR FF = 853.44 SECOND FLOOR FF = 869.43 THIRD FLOOR FF = 885.41 �� J �f 1 ' r SAWCUT AND REMOVE CONCRETE CURB AND GUTTER SAWCUT AND REMOVE EXISTING PAVEMENT. RELOCATE EXISTING FIRE HYDRANT, VALVE AND VALVE BOX. SEE UTILITY PLAN. RELOCATE EXISTING STORM SEWER STRUCTURE AND ADJUST TO GRADE REMOVE /RELOCATE EXISTING STATUE, COORDINATE WITH OWNER REMOVE EXISTING LIGHT POLES REMOVE EXISTING SIGN REMOVE EXISTING BOLLARD /GUARD POST REMOVE /RELOCATE EXISTING FLAGPOLE REMOVE EXISTING WALL. REMOVE /RELOCATE EXISTING FENCE /GATE, COORDINATE WITH OWNER REMOVE /RELOCATE EXISTING BENCHES, COORDINATE WITH OWNER REMOVE EXISTING SIDEWALK REMOVE EXISTING CONCRETE PAD REMOVE EXISTING TREES AND LANDSCAPING REMOVE /RELOCATE EXISTING TELEPHONE POLE, COORDINATE WITH UTILITY COMPANY REPLACE EXISTING STORM SEWER STRUCTURE CASTING AND ADJUST TO GRADE REMOVE EXISTING GRAVEL REMOVE EXISTING WATER LINE Ll a 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND [:] CATCH BASIN N TELEPHONE MANHOLE o CURB INLET ® TELEPHONE PEDESTAL 0o DOUBLE CURB INLET ® ELECTRIC CONTROL BOX O STORM MANHOLE ® ELECTRIC MANHOLE O SANITARY MANHOLE © GAS MANHOLE H Z M0 00 6 CLEANOUT „ SPOT ELEVATION ® WATER METER DRAINAGE FLOW DIRECTION ,a FIRE HYDRANT � 1:I,_ CV DECIDUOUS TREE Esc FIRE DEPARTMENT CONNECTION V) m EVERGREEN TREE N (STORZ /SIAMESE) ® WATER VALVE LU Q BUSH /SHRUB yqr, POST INDICATOR VALVE p I- BOLLARD 2 � WATER SPRINKLER a SOIL BORING HOLE /BENCH MARK `® SPRINKLER CONTROL VALVE p Uj MAILBOX ® WELL v v SIGN FLAG POLE {- z GUY WIRE GROUND LIGHT O > NUMBER OF PARKING SPACES LIGHT POLE 0 Fm DISABLED PARKING SYMBOL POWER POLE (i1 = M LJ.. A O1 SANITARY SEWER STR. NO. TELEPHONE POLE ' TELEPHONE AND POWER POLE 6 STORM SEWER STR. NO. POWER AND LIGHT POLE TREE /SHRUB LINE TELEPHONE, POWER, AND GUARDRAIL LIGHT POLE CHAIN LINK FENCE ® TRANSFORMER a-, u u u WOOD FENCE (D GAS VALVE FIBER OPTIC LINE GAS METER - - - - - - FP - FIRE PROTECTION LINE ® GAS REGULATOR GAS PUMP WATERWAY SILT FENCE o HVAC HEATING AIR / CONDITIONING %C ® UNIT JUNCTION BOX - - - - - - FM - FORCE MAIN ® PULL BOX - - - - - - G - GAS LINE POST (FENCE, WOOD, STEEL, - - - - - - OC - OVERHEAD CABLE LINE 0 CONCRETE) C(:>3 TRAFFIC SIGNAL - - - - - - OE - OVERHEAD ELECTRIC LINE HUB FOUND - - - - - - OEC - OVERHEAD ELECTRIC /CABLE LINE OVERHEAD ELECTRIC/TELEPHONE O FOUND IRON PIN /REBAR - - - - - - OET - LINE ❑FOUND HIGHWAY MONUMENT - - - - - - OETC - OVERHEAD ELECTRIC / TELEPHONE / CABLE LINE .+. DRILL HOLE FOUND - - - - - - OT - OVERHEAD TELEPHONE LINE © SET SOLID IRON PIN \REBAR - - - - - - OTC - OVERHEAD TELEPHONE /CABLE LINE O FOUND IRON PIPE - - - - - - SAN - SANITARY SEWER ® FOUND PKNAIL - - - - - - SD - STORM DRAIN FOUND RAILROAD SPIKE - - - - - - UC - UNDERGROUND CABLE LINE ®FOUND RIGHT -OF -WAY _ _ - U E - UNDERGROUND ELECTRIC LINE MARKER + FOUND /SET CROSS / „X" - - - - - - UT - UNDERGROUND TELEPHONE LINE ® TRAFFIC MANHOLE - - - - - - WTR - WATER LINE .DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT -OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. 14. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. Ao �5 n Z 0 LU w LU F- F: Q J I W U W~ a LL ® a? © a p JQ n ON 0 w c� OZ N .. N Q O J J IQ- T_ Q Z H Z M0 00 O ,n m T F_ V / 0 i N 1:I,_ CV cn Z W V) m L) N U) LU Q ti . O w I- ~ m 2 � O a o W � Y Uj o Lr, M 0 o v W U W~ a LL ® a? © a p JQ n ON 0 w c� OZ N Q J J a Q z H Z M0 00 am U) J 0 0 = N o cn Z W J W � a L) N U) CD Q ti ti < w U ~ m 2 � O LLJ 0 Z o V = O Uj o Lr, M L0 d M N 0 z M > ti to 0 Fm r 1` (i1 = M LJ.. W U W~ a LL ® a? © a p JQ n ON 0 w c� OZ SHEET N0. ci 00 Q J J a Q z H Q am U) J 0 W0 Fm = W � Z W J W � a a a W Q U) Lu E Ll cl) < w U ~ m 2 � O LLJ 0 Z o V = O Uj o Lr, Q 0 0 z 0 > 0 0 Fm z V, A V) W SHEET N0. ci 00 k , k � ; i I _ \ r ' 1 Q i\ ' % i/\ I , �E�C � C .51 � 10 Cn i a \ INV S 855.64 11 11 1 '1 11 1$. T 9.38 �` I I i 1 I INV E 855.63 J� i !� { .1iw 1 I ! \ - r { 1 , 1 \ 1 } A;��. �� I 1n i v1 S I 0 A CH BASIM^'TC 867.39 _ �`47 / i o ;� — U _ �°�' _ ._ I — '�_ ,. ��� T 8,60,48 > – \ ,' L J V NW,,,858 6 93 ,�2 RCS TC 862.35 r - S6--y— -'- — — SD F –1 TC 867.35 'r I 1 INV SE 856.2 L�J iBROp 1 860 if, ' p `J INV N 863.82 _ - - -T— 61 —INS -W3.8� — — — — t - ,t 11. 4 . - ----- -- - - -, i �o I` ,' - / 2' }('���` `�wT r - i O �°' I ' w _ Ir i. 1 � I .._ » -"" - I f f,, 1 - - - -- - +�0-- -WTR - - ---- F� R I F� T - W 1 - / -_�JTR - ' - WTR -' - - - T /-_ ... -,/ WTR ; - -- I , i — , 111 � " - -` r s I/ f „ 1 ,,. 4 _. t -1 I / i\ // - l ,. r ._._. - I i i i / r `/ \ /r /, x 11, / ,� F i . % P i +. . fi �� /, r ,1P 1 `,,� I­ / s /r' ,r �/, 5, 1�/ / V ' ^..y A r p X / / � /'' 4 \ \ \ fl ". ! 11. I11 r ' f o , ,J " "/ , / L / ,. , P r /` 11 .I.., �_ # f f ./ / ,% y i rte` i \ \ ` �>t /\- I I f / j+{ �' f ', ,• o r� /ter / .r' > - 4.4 *,, , 'ti , / fy,f / /'r> o / '' / /f 3 / /' .// / I/ A ! - /,} j`a °•.`jam i,1J' ,i - f % o i 1 1 Al �,l N J d 1 / /'r /'y ! W ` \ Any 3l ; ., /. / / % T_ / /o,/ ') /,/ r�, C i -' ` \ fir" ti/ ', ° j, -, �_ J �,r' o ,I // / ,/'/ ,i / // \ ^o ,/ f/ �,f 1. / f/ // ` ` > ,/,./ ✓ ' 1 ! / ` i /,J ix 1ti,x \\ I /l j� {,/ f '','f,rtf/ ` (: 1 ; ff I rf � ,.'-\ ,°'a, l� r J }' / j,. U N /' ///-'j /, J' ,% /� J d r r /r �'t 17`'+11,�"y,'.a f'` r� //� / I t \ /�\i /. / // / L/ d \ j 0 di .- - 4'' _,• f // i ,r 1. yj f // +-, i- _ % � t , / C N //� /`/, f / ,` , I t /"; / ` 0 1 1� )1i / 11 / I 11 'A (� lx�'? , I I ,/ ,�%/. �-+ 0 \ \ 1' f/_11 / ./% //,`_ .off / ' �, � r� / ' / ` '.' . t j{ r / J f //F '' ' 1. U T.. ` y/ // f'// / ''• f r ' 1 : x 1. x �1 f, ff f#d "I ` 11 v I\ - ;.,f,r ff // A'' /. /, /I I •i y '4 A, � J` 1, ?/,{ /if /� � I' ++ 0 / '/,r% / `/ - / ` f i t i �, "' ,tai , %, ✓ 7 w _w / /` / 1' /f / i ,`0 ) i r'�/ 'wok . � i 0 r' f` f /i/ ` ! t i' ` i i ,^"a t •.,/'`'�. / s' j,/' s % / r / -� r # i � \/ / / 3 //fJ ///z f / r' /�✓ ,' i ti 1 , r', , f // r i J /'// I •d/ i i 1 �O� /j` t ? �, X x , /' /'' / / t % ++ / // f i i I I� i / , N t t ' +� / r / / i s /; \ ;, / '; / is / /% 114 a) x ,7�� j /` } / ` } ; /� // �/, 1. o / f ✓ I ' / I 1 .1 % °f" / I y `, f t 1, P7 N ,� r f /, / / t / { > /? r° 11 /; / ffr / / /'' r , Y / ,,, �/Z, f / \ / �, 1/ / !r r i , \ �,, / /f , mm I / i /,/'e ' ,7 r,� cc /�f /�s ,y - _ '`.. // // r/• , fj f'1 ! 1 ,1 +r ?' - t'AJZr g. ', I �,,/'d''fiP 1 r Ill —I /J/ ,/ ` :? I j '4,.,:"+,,.I \ /`.. • -/ " 0 .mod - J . r 1` ,/ 1 i 1 r'`• ",- f�' �//`� d ;/ 0 I it t F a/ f f' f% I I ox, / , ; , V I ,5 .f / .s S ' it rr '` x -,� s'r•a.� Ir '` ! f / i yo yf, / '/ ! t ,�' y� / . S 1 L of , �' ( f ",'q / . I i j/ o Q ,/ J r \ t 3 g i' i,r /. _ Q 0 � / ,f`` A r \ , � j X_. , r- 0 /r > / t \ CQ� d } 1 1,% �Lrr'R4, y...�/P/ //r fs'' / , i l r �t \ / f r' { 1 f /'i J r '/// /'' /l r' f 1 f i �' I- rr , it I \t \\ / I f 1 �fo ✓� i / i�r/ o ,> /'s f rfr , \ r. } 1 ! r /,+ ,i� /J / /fr F N f 1 f I , � r r'I i l / i l I I 1 r 1 7 , F ff /' , J' /* //,/'� ,!/ ; I _ r %,d/ \ 't � // _ 3 'f ,L..,✓ ` i' I I i t / / —of '` i i F I y 0 3 // i f- / \ /' / I I • 1 i N,A „^. V. 855.32 11 4 \ V61 / i / i � & 11 / 4- / \ 1 , i i i . \ X D / l`i %J / r / //d � /!f' - \ �` °e. \ % 1 ' i i i \ Q ,•/ /// ` // ; /i/ j j= l� ' X65. i, / f r` i 1 I i 1 `C r `\ INV. 855.03 i' / f ffr' i,,.✓f /' f'*rr ,7' r .r• J` /` f �a +. _ ° "a .�,, { # s 1 i ! 1 , \'r�". ,/ 1 O', /// f � /` / /rl J / ° o. - `864 , ri r ; i 1 o E I f f / /i' ' 'N \_ :r f 1 f / 11 ++ 0 ` / � , "/ ✓ / /// /f' fd J/J•/ ` \+. � ye\ � f°� t t` j d' � 11 �t` I /r \ /r \ _ 11 // /r> A/ \ , I / i 1 t / r /1 , I 11 >\ I .�F/ ///;f //,,7 , , �', , / 4 \ \ I ,ti f I i r I r:> Q) G /. '// /,` "y 11 ' /'�f /:f, d `\ '1 \ \I •`.`� J/ i/ s i ' 1 /J..... r•' 11 / . .� 0 �. / f/1 / r` / ,, If , ` ''' /f , / :/ /, f / \ � \ \ 1 / s k L 1 t � t /� 1 ` Ut / ' /,r r/'t % / ,1 ,/``jj' le � -\ \ L. j 1'+ f . v+ I I /' /f .r �/ /// / , .1 A E c: +� r i 11,1 /.r d // / % ` ” / / f r/J l ,/i � '. ° t I _ 1 1 if ( / i ' ` al 1 , ) `t f //! // V J/N f ,7 ,r/ •` `\ ,• `•' s f \ \\ / le ! , {i / /' q //+ . J 1 J ` a. II >\ I \ y % / fi f ,Cf rr // / / / / /f t I . J + f' # 7 x I 1. C ; / / i v /%f•/ ,/' / / /J' ! r/ j ' s i \ ° i /` i I i 0 r r f f ", J,/ r r'/ /� f// /d -1 /' # i ''' f i 11 /' i l L t r' /'/ I/ r' / / r //' `.%` � -' i / . '' i ` t - 1 ! i J - +, /ro` /, /f/ /'v /Jt/ f f s ,i i` S `L 1 j' / f � i i1 r� / /� g J J/ o ! //. //' ' , 1l 1 i / �` 1 V / .f ,J i J/ /J%/ d d ,'' !` r f /, °y ( i -' \ l , 7 r I 1-11 Op I X / // / .t >' / -,q' / �' / / /,'/'. . - l ' .r � , •t \ _. _ _ " ; / / t: � ,.�,. Lr ! r .. N p y/f /'may Jo %d/i%,�' ' ��o ,, I _ r r' O , 11 N Icy /,y+ /'� %t, / •';f ,r'' ✓'/> �,, f-? f':� ,''°" �C�v _ �,' 1j - /' / 1 i �<p, I e /r.. I 11 • �� o e 11 . / '� r/ ,/f p�f / f . 3'/ r.4' '1+ I,% % / �`, } / J' /�j I 1 /' �/ r'/ r /_ / / / d t (1) N U) / , - - / ,_ o, I J- -- - "?,E)�) I i \ i / I 1 I I N I I / i, c� E . / Ive _#__j �Z/ I I " Ir- L_ . 1, /1'. // / / - - _ " - �)b . / f // / / , 1. t, \ , 4 (.0 I T1_ C10 �/ i o _, o /// //, J! /J , � f. f/r / al C i/ Q�°`' - iATCHL -ENE~ SEEB"I' �/E GH .r I iit / /�', 0 (n / / f E m �f% /d% , i ; z m U) / / � ,- I I Nd /'f , / � ,_ r / 7/ - ® i• 11 I 1 � . o �, - �� I , 11 0+-0 f / f. . > v) . J J � / - - __ / ", " ", " /_ r - ,_4 '_- - " i . I " 'r, I " / , - V \ I 1, %1/` /,',J °'���� ACHLINE - SEE--BROW - L FT / " 1____ - ,� . // / r/ ,r � � �' / ! 1111111111111111111111111111111 . Arm -7���. / / - I /'11.1 / / / d Jj /r`td �`+ '- ' l r , /' / /✓ / /// r. f 11 ,• f' r / .9/ ! �/xr/ 'w, / // , ,/ / !, - , sy. f/ ref' / I /° of / 11 / r z"', 1r _� /' '�! �' J' ` -' f - - ----- - 861-- _.- -_ -/` / / X .- ,f/ / \ _ :_ _.- _ 4 zf,14 /1, ,,-,/',,,- ` INV. 853.29 _ e , �, ^. _, , - 1 `," ` ss ° o R - .. 1 i - �, / �,,.. Y - _ _ 5860`• 5� ' /' # :N , , �o 1, w 4 i �`�' ' `' - _ g5 ` SHED ti -f l,;�f°�,o` s' r '� 1. ;� - s.: '1 I 11 �-. I { 1 INV:' 853.64 >, O " � ;; , ,✓ r -4 ,. , f"' r ;1 I d yy- f r ' I �, / . ,<Ep>! . ,11 \ , , / / 1 I %r' f � , ` �'` . r : fr; � ,, p /' r1 1 ;,\. /" '' .:, - / ,, f` ,,tf`,r ie,,111, i /x I/. rA''' "' f `, i 1" r f` ./ , 7 1 i # ', f1�`_. �" /f / �" / / 1 ! .'' x- f � , - 'd / 'i {� t / ,,ii/ ,/ d i % . , f f /',`�''' j ;` 1 # / 1 - "' r � f� f'J ` f/ f` ✓/i f I , /'' f _ r.r / t' } s •y7'../'`•-. J / ' f J / y�. x'/ /y . r /` /, >'{ 3/ i , �.� ,, ,/ /,/ - ,;'' t L i .;F, .i ;"l - ' ,f, j. ,.!' 3f / J �,./ `'' /, f',, /!j`" `f' .'J {.v 7 I .' .i ,J fV•'t i 4 I,� I '. `� q r � /,�.I f "/, y / / ✓ f r /� 11 „/ �.' /^ '.,, i . i � i s `,I"*• ”, "• r / y'1 r: I ;7//, l / ,f' ;, ,J /_ ,r e I1/ 1 / ' } f'' _1� . I a / f�^. X, / ! ,,' ,/'' / / ., /j/'/ - / / / ( j� ':-<.. ( i l A �, h >'•� , \ r' y4 � /°\. _ 9 r. rf ' ` i/ // / /, - I /a t� ` f i �w / a 1 , ' �` �, /, / / / , 11 I _` \I I / - (__ ,'. F Jt' .� J' "+ . J 4 / 1I , I I t \ ,,I- _ / / // /, ;/ /� ' /� > '°'r. °4 k'. • r f /''F 1 f f .'� __.. _ - - .._. _. 11 \ i // /i/ , /rte% / - ", /,` •,�/./ / - /r.s / f1, / _v I I ,r •/ � "./-\ � / / °' J'yf :,r ya c A t / I I I ) ! / / / r/ ; ( li I ,' f ' \ nth. ', - f`/ / r r ° .// / it `/ II ' I I 1i ! t€ , . �. y > rd .• ^ss rj ' , 1 I j ?� (0 I I / r 'L^ f', / ,r f° 1 yr �' /"/,r / i ,r `\ f. I i ��� ..' . i . ' r ' �\ ; sd` ref ,A° ,,/ .'/�• i ,l\ '•.... /� I 11 I.,' i # ,/ ' /° \ � ! •/ /r. /f� / , i i y , \ le z f f rr / !* , — /" 4 z 11 mss. t ,' "" tt11�� / / ,j 1 A 77 t / / \ 1 # / > i / /r / j 1 / / t r' i i i 'f '11%1. ,A 1, \ ,111/ '/or°,,/. f i / / /- » 1 r J . q, d r I ! S �' � , X" / ! s r/ f I t . i 4 �'\ /\ ' /' //r / '' � r » '11 I ,' ` ' ' { / d' �/ rd t I I I & , ,,x- - //, > f ! r a L\ �y /,y , , r / rf f _ r, I } i I r i _, -N X", I/, �� " f , A$r�F - I \ i I , ,. / � I %' i x i f''/ ' WOOD f e ,1 - i \ i o / #1. I r , /' DECK \, ' CELL R L '; ' f � , t // ,/ °,I '• ENTRA CE 2 i i 1 �..•/�:�'E 1/1 f. • /f/ F_.R F / # w. t I i S / y i v 1 b w I� 00 i' J I t - " i jti I I # ,' , rr i' \ # I I j' 1 ; j /1. .f/ I I i /F i I '' ___� \ 4 5 aio 1 i INV. 854.05 --, I I ,.I I f i1 /f I I _ i r'' # I I _I / ! I , - -" -- __ 855" 1t i INV. 853.21 ,.s� I �11-1 '} u- ` I r /r <,t i I 1 ' I i 1? I i{ t i t I \A. I \ I A" -�l , I 4'! , r R LJO tr I, € {\ - !i r - tI , -I I itttlt \ i i \ \ , i '1 Ii �1` \ ` "\ \ i i \ , \ }� \ i { - \ i I = \ \ 1 i \ / ",;/ \ I,! iti tII yi 4Iit1 I I I � � I { Eligg x "\ 1IIIi \ \ i ,, V t x 'i`I` 'I I III 'it; � }ii X i \ t :i \ 4 , t 3 i % ' I i i 1 i _ --- e i ; i I t i I ..._.L 1 { I i I I 1, I i S I t i I\ , \ \ \ I\ \ i t \ \\ \ \ \ ` w I rn 'IN ,\ \. \ , { \ F,,, -1 I i t .\ ) :i \ \ / 1, ` /'l ii 2 S TORa' M UL H E S i i/, _ h� f / / / / /` r FRAME BO r r O / ry�� 11 i ` — _....At X. 1 'I \ "s J b. t' i .0 A� 1 I , %_1 V \ � i I HOUSE j 1 i . /4 '` ' i r'� / iI ; CONC ETE! i ;f ,-' r r/� ( / t /1 ' /.�/ F r J ,t d d i i /% / I I p " , , r P I I ; /� Q., .� \,,/ \' // / ; I 11 //r P `` / dri/a F i i < i 1 /r I 11 1 # /�," ,J \ / � a rw„ S J 0 VV J I \ r 1d i / I \ . ' "' 1 4 i 11 / / il 11 \y/ n I ; - - -7 —� # / .r / * . ?. - -- C 0 / ,.: \3 - - -. _ - ---- -j - - - Q TC�- _OET \ �- _ - T -� ��r /; �- O E T C O $6b �r0 I Tom_ I% L` � R •-' -; i �0 h IV- N) : F86 WEST MAIN ST E - r' r �— -� -, - �- G y _ 77 64 - _,�__ - _U - - - - -_ - �- .— - Z- — -, _- 0E~ ]� 01= .. .� o ` _ \ ___ - - - UT - �-' UT UTJ® --- -UT -6-/ T-- - -� -UT • . \ , 11 \� INV `- i I I. N / \ /� �r i \I El LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION OA SAWCUT AND REMOVE CONCRETE CURB AND GUTTER R O REMOVE /RELOCATE EXISTING TELEPHONE POLE, COORDINATE WITH UTILITY COMPANY OB SAWCUT AND REMOVE EXISTING PAVEMENT.. O REPLACE EXISTING STORM SEWER STRUCTURE CASTING AND ADJUST TO GRADE RELOCATE EXISTING FIRE HYDRANT, VALVE AND VALVE BOX.' Q REMOVE EXISTING GRAVEL O SEE UTILITY PLAN. O REMOVE EXISTING WATER LINE ORELOCATE EXISTING STORM SEWER STRUCTURE AND ADJUST TO GRADE OE REMOVE /RELOCATE EXISTING STATUE, COORDINATE WITH OWNER F REMOVE EXISTING LIGHT POLES G REMOVE EXISTING SIGN OREMOVE EXISTING BOLLARD /GUARD POST REMOVE /RELOCATE EXISTING FLAGPOLE J REMOVE EXISTING WALL. OREMOVE /RELOCATE EXISTING FENCE /GATE, COORDINATE WITH OWNER L REMOVE /RELOCATE EXISTING BENCHES, COORDINATE WITH OWNER / M REMOVE EXISTING SIDEWALK 11 j3 \, , r ® N REMOVE EXISTING CONCRETE PAD REMOVE EXISTING TREES AND LANDSCAPING y� /,r 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTIUTIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTIUTIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO UNE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. 14. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. call before you dig. 10 QQ�p���QJ P s� J Q W Ln Z O V/ NW w F_ a 0 O Z CATCH BASIN 0 TELEPHONE MANHOLE o CURB INLET an Z 0 � TELEPHONE PEDESTAL 0o DOUBLE CURB INLET ® ELECTRIC CONTROL BOX O STORM MANHOLE ® ELECTRIC MANHOLE O SANITARY MANHOLE © • GAS MANHOLE � N W a o e CLEANOUT ,e SPOT ELEVATION ® WATER METER � � Z Q Z DRAINAGE FLOW DIRECTION ,a FIRE HYDRANT 0 o DECIDUOUS TREE o sc a FIRE DEPARTMENT CONNECTION +____�_ Z J EVERGREEN TREE m (STORZ /SIAMESE) � N 0 WATER VALVE o V BUSH /SHRUB POST INDICATOR VALVE 0 ti BOLLARD 46 WATER SPRINKLER 3: - SOIL BORING HOLE /BENCH MARK �0 SPRINKLER CONTROL VALVE p a) MAILBOX ® WELL _w_ SIGN Ln FLAG POLE �__ N GUY WIRE GROUND LIGHT Og T- NUMBER OF PARKING SPACES t LIGHT POLE I & DISABLED PARKING SYMBOL f POWER POLE 0 1 M SANITARY SEWER STIR. N0. TELEPHONE POLE LU 6 STORM SEWER STIR. N0. T TELEPHONE AND POWER POLE TREE /SHRUB LINE POWER AND UGHT POLE TELEPHONE, POWER, AND n n GUARDRAIL UGHT POLE o 0 0 o CHAIN UNK FENCE ® TRANSFORMER WOOD FENCE e GAS VALVE - - - - - - F - FIBER OPTIC LINE ® GAS METER - - - - - - FP - FIRE PROTECTION LINE ® GAS REGULATOR WATERWAY G AS PUMP °P x SILT FENCE p HEATING /AIR CONDITIONING NvAc UNIT - - - - - - FM - FORCE MAIN ® JUNCTION BOX - - - - - - G - GAS LINE ® PULL BOX POST (FENCE, WOOD, STEEL, - - - - - - OC - OVERHEAD CABLE LINE 0 CONCRETE) - - - - - - OE - OVERHEAD ELECTRIC LINE C(>TRAFFIC SIGNAL - - - - - - OEC - OVERHEAD ELECTRIC /CABLE LINE El HUB FOUND OVERHEAD ELECTRIC /TELEPHONE O FOUND IRON PIN / REBAR - - - - - - OET - LINE OVERHEAD ELECTRIC / TELEPHONE ❑ FOUND HIGHWAY MONUMENT - - - - - - OETC - /CABLE LINE + DRILL HOLE FOUND - - - - - - OT - OVERHEAD TELEPHONE LINE 0 SET SOLID IRON PIN \REBAR - - - - - - OTC - OVERHEAD TELEPHONE /CABLE LINE O FOUND IRON PIPE - - - - - - SAN - SANITARY SEWER ® FOUND PKNAIL - - - - - - SD - STORM DRAIN FOUND RAILROAD SPIKE - - - - - - UC - UNDERGROUND CABLE UNE FOUND RIGHT -OF -WAY - - - - - - U E - UNDERGROUND ELECTRIC LINE ® MARKER .+. FOUND /SET CROSS / "X" - - - - - - UT - UNDERGROUND TELEPHONE LINE ® TRAFFIC MANHOLE - - - - - - WTR - WATER LINE DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTIUTIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTIUTIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO UNE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. 14. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. call before you dig. 10 QQ�p���QJ P s� J Q W Ln Z O V/ NW w F_ a 0 O Z w a:) ix WN C LL ® o. J 4 JQ v 00 co OZ 0 co �: N Ir- 00 .. J Z 0 � � cNn 61... CmC = L -.) 0 m W� 0 ) LL1 ■ • w � N W a o 0 o v w a:) ix WN C LL ® o. J 4 JQ v 00 co OZ 0 co �: 00 J J a- z 1 0 a qq o�y.� U) 0 00 W =LLJ LL1 a -j L � � Z Q Z W L a o *-ftft V W Q 0 - Z J a) m (m) � N W a oa Z C) V 0 ti 4.0 o 3: V � _ 0 _ a) M V Ln 4) m N ♦, T- ttoo � _ iU) ti M LL w a:) ix WN C LL ® o. J 4 JQ v 00 co OZ 0 co �: SHEET N0. C101 J J a- z 1 0 a 1 U) 0 � mi o W =LLJ LL1 a -j L � � Z Q Z W L a < 0 *-ftft W Q ER LLJ Z J cj) Z z (m) CW G O W a oa Z C) V 0 z w `O r Qo 3: V 0 z V 0 0 z U) 1 U) x LU SHEET N0. C101 / VS 31 Svo ITT� - • _ 624.60 -6 > - CRASS I _ / � - - -'- // ' i / '`� ' ; �� �♦ � of / // / / ' // / / ' ' ` ♦♦ ♦♦ ASPH / ® - / - -- / / / / fix/ / ��CC// / Y� / / � /,Y� \ \♦ \ CX/ �I \\\ \ \ - .0 / GRASS 0 I, ASPHALT --� �- © /� /i'f ' GRAIL© 1 / //� lr' -.i� / /// `� ' \ G.; `\�� �%6 -�1 /// \, �fQ �� C -�\ ♦\ ,o AVEL ASPH 0 Q� /i /�I� / a LLW \/ ` a'�.' PROPOSED BULDNir /� ,I / I- �\ 1 Jr - \ ( EASTNG BUILDING ` `' ° 1� _ / - o vT� ! a wua \ /� 1 , g�ra r1°°"ocnrr� eBasa�T 1 \ ♦ _ S -_'! l� i.. ee9. / 4 / Tr i iNnuFtaa+Ff -n6a41 0 P14 C)r- - / 0 0 3 Eesrnc BUILDING EAST STAIRS © /'' AV� / ,1 FIRST FLOOR rT - e5aex 1 c `r r © / /' �/ /� i r... ': i SECOND FLoa+ Fr - 956.011 / .0. ©/ z ASPHALT L ---Ao\ i THIRD FLOOR FF - eTp.I� / - 0 '< EwsnNGeuwlnc GRAVEL Q / ASPHALT �i � .++ WEST STARS EXISTING EIGHT - 39.93' G A2 - / // ( 0 / / ASPHALT f� - FIRST FLOOR FF - DBSSO / i I / / - �' / r l' ca+aErE 1 gcaw FLOOR FP -a amic N 1 '' / j• U NCR a �. THIRD Fwae FF - 7s.0 • - // "6 /- %CRAVEfL. b - -1 - L, 1 -L `�'�' ^► s� L� i �\ 7> +-0 / /- 5 GRAIL L /ice �© 1 _ \ 1 - !�\ `r_C� -, � \ ��1 � / l � � -�� �♦ Y 3 5 6 C7i /1 v 1 \ \ ��0 1 \(\ Q \ `���' 1\11 / / / /��� / � V / __EMERGENCY �10� 1 1• \ 1 1_� 1_ 1 1 I 4 PNCNE\ U ANrcRem � / - - / /' /Vj ASPHALT 1 g 1 t wLar� 16 g 1i area [3 11* DI / / ncAL 1 1--010 ' ASPHALT 1 3 0 '� CONCRETE 1 \ - 7r' + / \ / 1 / TM ��kl1/ 10 n \ 1 WLLU \ \ J / 1 1�'1t �\: X' -'� // • / I STORY CONCRETE 1 1/ /\ \/ �\ GROUND COYER ` �1; 1\ 11 // \` �T ! i \ I ,1 t1 1 // ♦ ti / i - \ 1 ►- \ h _,_ --\',� r'� - -- \♦ 1 �� ,, - -,� / BETE o o © Ch+RAVE� © IAA ` % / \ I 1 , ♦ -� Ir a� / *e �/ ' / / • _� �� J1'� CRETE 1 �- - '''! / /i.���\ 1 1 1 \ 1 1\ 1 I % I/ / GRASS /- CRETE WALK ASPHALT WALK ♦cRELALSJElIK - - --.� 1 1 // -' � '* =rte ' = � • - - / - / / / / / /' I ^ / . ^ ' ^ --(-�--� ---- - - - - - - $ ------ - - - - -- M _ - - - - - ^ j - _ - ----I --- -�- ---1 � - 1 - 1- - J- - '+ - - 1 - — _ — - -- / -------- - = -' ---- LL LL =_ ° _ © wAa"�E "r - - --- ----- etoac WALL A" WATER r ALI N EASE]ENT I T nI f 6316560 -- A 9f1 S 8 S8 34' 874.96' ry-r y ' I ' -- 89' 05' 56' W 943.74' i I WOOD I aJ TRIM #4 +HTT 1= I / I / 1 all I 1 I: I WS 1: I:� I it it _ I PROPOSED R%ff —OF —WAY FOR PENNSYLVANIA STREET EXTENSION -'�- --- - -- -- - -- - -- - -- I I II WOODS I / oRAVEL ( Ib GRASS V GRAVEL WOODS \ I i r� .. L. I GRASS d WOODS 0 0 0 0 • 0 WooO © FRANE o SAM I GRASS � I 0 (PASS .� \. . ASPHALT G7 I DECK R I ' © QI7R x STORY r IR MOOSE 0 TE TE • GRASS \ S \ s 06, ®I' W o3 0 0 © PHONE 1 o 11 T - - ASPHALT _MAIN SjREE� Slow :4gz aill�lLn IIII LIM =01p 0 100 200 300 GRAPHIC SCALE IN FEET SITE DATA HOSPITAL PARCEL: AREA 29.22 AC. LOT COVERAGE 62% TOTAL CAMPUS GROSS BUILDING S.F. 486,819 S.F. F.A. R. 0.38 SOUTH PARCEL: SITE 9.07 Ac. LOT COVERAGE 41% PARKING DATA TOTAL EXISTING PARKING SPACES 1,031 EXISTING PARKING SPACES TO BE REMOVED 283 PROPOSED PARKING SPACES ADDED 512 TOTAL PARKING SPACES AT PROJECT COMPLETION 1,260 NOTES: 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. —ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. —ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. —ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT —OF —WAY SHALL COMPLY WITH CITY STREET PAVEMENT DETAILS. 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO CITY ENGINEER FOR PROOF ROLL (317 -887 -5230) PRIOR TO INSTALLATION OF STONE AND PAVEMENT WITHIN PUBLIC RIGHT —OF —WAY. 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BEE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE. 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED ON SHEETS C201, C202. 18. ALL CONCRETE CURB IN THE CITY RIGHT —OF —WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. 20. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT —OF —WAY. CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. Cali before you dig. �o`�o C Jv ,O,P 0 �5 n Z �O LU V/ w LU F— Q 0 O Z VI EJI cz: U W� LL © a? J J a � a 0 U00 W o(D z (D J Q H a �N 0 W H= Z J W W U m fA Q ZU WF= 0 �U Z i W LLI w LU Q H O 0 ui SHEET N0. Z Q Z W U C200 a J a w Fm cn J J Q W O CV N I— O T- T— Of : N T V) m W � O 3 W Z 0 C6 Q/ w Q W w NN i � a o 0 o V EJI cz: U W� LL © a? J J a � a 0 U00 W o(D z (D J Q H a �N 0 W H= Z J W W U m fA Q ZU WF= 0 �U Z i W LLI w LU Q H O 0 ui SHEET N0. Z Q Z W U C200 a J a w Fm cn J J Q W O N m � O > Z U N N m � +r p CL ~ ti C r m M Ltd N ' ��, ,M CCOO 1-- EJI cz: U W� LL © a? J J a � a 0 U00 W o(D z (D J Q H a �N 0 W H= Z J W W U m fA Q ZU WF= 0 �U Z i W LLI w LU Q H O 0 ui SHEET N0. Z Q Z W U C200 a J a w Fm cn J J Q W O m ri 3 a� L x I 0 0 �I N 0 N 0 N 3 X a- :3 r a E U N Q) N E o N C U O C � E can > o, z° x n0 1 1_. � C O N x - 0 �I N V C/) m m I­_ m I- 0 N 0 6 a- 3 a I � O o N N / m U 0 �> 0 a X •U � o 0 0 N � vi 0 ,__ .N L_ X O w Q� W a� o E � O E >1 0 U 0 ++ E C � N U U C 0 s V) CO I o � N o �5- N C N I- - r- o • o / N N U) � CP L_ o :3 E U -r-- 4-J o � a> U O J c E -0 m z -0 _0 U o / o � o QA N76'22'38 "E(M) 128.66' � U � A C)S I G 0, GRE�' i 7� / O/ GRAVEL ASPHALT GRAVEL I/ ASPH /� 1 PLANTER BED 1 ` & MULCH `� 15 ( 14 \� �1 � Ci CONCRETE WALK 3� 1� i 10 2� 1 i�alk ASPHALT GRAVEL, 0 GRAVELC ASPHALT 21 WATER MAIN EASEMENT INST.NO. 8316560 gravel J asphalt GRAVEL `1 p - - %3s N - ' gyp. �o fir` / �� / grass o� ASPH grass 0'R / Q i 2 2, 3a„ � � grass A � I w O R\GHS o I � CJ R O asphalt / IQ Val 66 N O ' � B / J EXISTING BUILDING WEST STAIRS FIRST FLOOR FF = 853.50 SECOND FLOOR FF = 866.10 THIRD FLOOR FF = 879.12 EAST STAIRS FIRST FLOOR FF = 853.52 SECOND FLOOR FF = 866.09 1 THIRD FLOOR FF = 879.1 EXISTING BUILDING / HEIGHT = 39.93' / 1 1 _ � 1 co ° Ui o ,`V n 1 o �^ USHES & MULCH 1 \� \ GROUND COVER 1` �QZ Q 12" BLOCK WALL HOSPITAL SIGN 5 0%J UZ) �o vv IJUV.I ball before you dig. i oC Or T-` TOM 73- _ I 1 1 v �o / 11 12 'op O 13 / '�� .5'R (TYP.) C ' I asphalt ,3R � 1.5'R 3 8 / \� / , A \ / barrier ^D 8 C a '°` 0 o C \ _ O y\ - _ q „o \ °oc „ ° °c grass \ asphalt ' O \�0 \i�jyq\ mulch EXISTING BUILDING FIRST FLOOR FF = 853.44 SECOND FLOOR FF = 869.43 THIRD FLOOR FF = 885.41 J \ \ 1 � r' \1 -A LEGEND 0 40 80 120 GRAPHIC SCALE IN FEET SYMBOL OA STRAIGHT CONCRETE CURB OCONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) OINTREGRAL WALK AND CURB OSTOP BAR - 24 ", WHITE, PAINTED O 4" PAINTED YELLOW PAVEMENT STRIPE O 0 Q 5 AT 45' ANGLE, 2' O.C. ODISABLED RAMP OCONCRETE SIDEWALK OLANDSCAPED AREA O 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. O4" PAINTED BLUE PAVEMENT STRIPE OL PRECAST CONCRETE WHEEL STOP O4' PAINTED WHITE PAVEMENT STRIPE OEXPANSION JOINT AT BUILDING OSTOP SIGN OREGULAR DUTY ASPHALT PAVEMENT RO MULTIPLE DISABLED RAMP SO BICYCLE RACK (10 TOTAL) OTRANSFORMER PAD ODUMPSTER ENCLOSURE, REFER TO ARCHITECTURAL (�1• DISABLED PAVEMENT SYMBOL T DISABLED PARKING SIGN / CURB TRANSITION O4 NUMBER OF PARKING SPACES PROPOSED CONCRETE NOTES: 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPON51BIL1TY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT -OF -WAY SHALL COMPLY WITH CITY STREET PAVEMENT DETAILS. 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO CITY ENGINEER FOR PROOF ROLL (317- 887 -5230) PRIOR TO INSTALLATION OF STONE AND PAVEMENT WITHIN PUBLIC RIGHT -OF -WAY. 15. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 16. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BEE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE. 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHAIRBACK) AS NOTED ON SHEETS C201, C202. 18. ALL CONCRETE CURB IN THE CITY RIGHT -OF -WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 20. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT -OF -WAY. CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. JCG O 0 Q 5 0O J Z O LU H C Z N o CN C° T_ V) m W 11) 0 rl- W Q w Ci � 00 to o z 00 CD N G N f� CD C r U-) .. M M .� CV XX to ' o M I` to r Q _ ch ti w U ix W� ® LL a? Q J j a n O� 0 w Oz z 3� J Q F a Cl) �p W �mmm = ~ LU W Z -1 LU W w � a Q Q � LU ? J - Q ZVF- W W LU F O o - Cn OW CD L0 M u z ■ SHEET N0. C201 0 rn %p a� x I O —H 0 N p I Q I � N � L - O N a- X I � =3 66 0- V-) E � U N a� O 0 c a� a� U � C E � N � o z C N o W � rn o � U +' + x , O � a� Y m m m P- d- � O N +' 0 a � I V) O O _ N j / 3 U Y � J � m U O •> N U O 3 � X .0 t � O O N � ui O_ � 0 x 0 a w a � E O U o E U U 0 a_ I CO I 0 1? -q- c: N O 0 r- N N I--, ` — T— O . O / � N ct) Q - � :3 Lo C'4 j IM U � � c Q E n m °' 0 >, / z m F° � 0 j o�o Ld a �� -i -6 b-D, 1� TCHLINE - �C�RAVELO J� BOVE RIGHT / GRAVEL- _ EMERGENCY PHONE/ �—� PLAN TI & M \ Vn/\ 1 1 11 � 10 CqGRAVEPP 13 GRAVEL CONCRETE /7—\ WALK a. 4 4 J l; ss�� 1 A. I I I I I I � O IO GRAVEL I N Ln to / Io cun \SS SHED GRASS rn T Ail I A PHA T ASPHALT la GRAVEL I N S� /NORTH E BELOW LEFT 0 40 80 120 O Ln GRAPHIC SCALE IN FEET to / JLn LEGEND /SYMBOL / 0 GRASS STRAIGHT CONCRETE CURB / I OB CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) OC GRAVEL INTREGRAL WALK AND CURB IO STOP BAR - 24", WHITE, PAINTED PROPOSED 4" PAINTED YELLOW PAVEMENT STRIPE DRY POND � I O AT 45' ANGLE, 2' O.C. DISABLED RAMP OCONCRETE SIDEWALK OLANDSCAPED AREA 4" PAINTED BLUE PAVEMENT STRIPE O AT 45' ANGLE, 2' O.C. OK 4" PAINTED BLUE PAVEMENT STRIPE PROPOSED DRY POND O PRECAST CONCRETE WHEEL STOP O4' PAINTED WHITE PAVEMENT STRIPE OEXPANSION JOINT AT BUILDING WOODS OSTOP SIGN OREGULAR DUTY ASPHALT PAVEMENT RO MULTIPLE DISABLED RAMP GRASS I OS BICYCLE RACK (10 TOTAL) TRANSFORMER PAD O 1 V DUMPSTER ENCLOSURE, REFER TO ARCHITECTURAL . I O IIOZ FLUSH CURB IIDISABLED PAVEMENT SYMBOL T DISABLED PARKING SIGN 0 CURB TRANSITION X WOODS v O NUMBER OF PARKING SPACES a X PROPOSED CONCRETE - -f ---I F -1 ST MAIN STREET ASPHALT STONE J � 6'X6' TELEPHONE VAULT C111 before you dig. J� � GEC _A o Z O LLI w H Q D i V CV O CINI W I� (n m O P LLI V) DL V A l4 ti N co 't O j ? U) � }; oo N � L1) Q. ~ N ti _ � Lf) M o� ,Rf N T- M ' i!) _ M u.. W U W~ ix ® LL a? aJ © Ja a n w �N 0 W W oz Z Fm J LLI � SHEET N0. C202 J Q H a �O w W Fm J LLI � W V W a o a c Q J ER LLJ K -j CL Zo�w I- Wo cc:), O LLJ z Ul) M r 5; U) SHEET N0. C202 WE p� O N N x O O N YI � J M O N O > O Z v N J O m m It � O O V N V) � O c � C N O m I � r m N I ° O 0 _O m C cr p m O LL cy— 1 I-t rn O N r0 N 00 I- cD / U X p I U rn / N •> r� 00 U c0 / (D 3 C: -p a d U I � Q1 � N r7 O 00 cD / p (A O •cn � p X ° a x w rn Cf) v� °' ° E 4-' O a� a� � U O +� E p N U U C I 4-j co CO I p � � C3 N O -p N C N I*,- _ T— O • O / U) N (f) rn� � p p — \ p r7 L7 O +; N Na�;�_ U O J c c E m zm co Q) U � � WD O ++ >, / J J C� d- 0 a) L- x I L_ 0 0 N N 0 3 CL GL I � E ° U N a o E ° Sri U L_ c a) Q) U E c +, o C/) z O x w 4--, O cn N x a) O c c YI m m m 0 � N O a_ 3 a � N j m ° U j 3 = � a x •U V) 0 O O N c o 4-- •�, L- x ° CL w •� c a� of 5� ° I � a) o L a) U o +� E c O U o c I m 00 I °o �6 N c N r- - o o N ° E � U o co Q a� c c E m ° �. Z � � U : W 0+-10 w .JJU u5 31 N g'(R��� US SANITARY #: 842 3 -_ _. _ 44 847.61 / /. �^__._ • 40 _ 48.651 5• """ a. w _._. __... _ 84711 847.41 8848.15 846.91 $ 4 �6. 0.- TC 846.65 EX2 a - _. - _ 45 -� - SD - -�' _. 847 79 - , � 847 37 r - © 847 79 _ - - 846.87 847.29 f -. _- - -TC 84 " _ ... , -' _. = . -• 847.90 "�- _ _ - - 47.78 ' - 847.61 1 r " s ' SD �. • ..., _ _- , ._._... - -- 849.33 847.11 " � -TC 8 2.23 847.82 \ `, - 848.40 \ W- R4.�R 4f� r \ _.- - '��' �- d -84 848.48 - � 848 54 � � 4 � \ 848 49 ._ -- � 847.05 ; . ; 847.99 847.98 _ °- 848 -�. _ _ - g49 �" 848.04 - .., -g - 48 78 TC 850.59 5- EX 16 TC 848.55 848 79 8 852.40 �� _ i 848.89 { EX6 848.29 848.28 / _, „ TC 850.22 849.70 - � _. D(8 : � 848.39 - 848 05 -� � - .._ 848 58 848.08 847.55 851.90• � 849.20 w _ ' ` _ _ _.._ ._ 6 SO ., 852.15 848.34 849.62 so 851.57 851.98 851.65 : ` 848 847.84 - - 849.12 " 851.78 4 851.07 , = 851.48 " - 849 85� .__ 849 °50 - 848.50 goo' 849.45 848.00 t 848.95 CO 77 84 .9811 „ y _ 8 f 848.48 848.59 _ - ,�• _ - TC 849. 1 2.11 849.25 _.. - © C 51.53 � '; 551- �, , 1 0 " 852.40 850 .� 4.. �_ - -`- EX9 � 851.73 , � 852.19 ;' _ _ � 848.75 849 74 849 26 t ro 6 „ 851.90 851.23 :..- 851.69 _ �, _' 849. 849.58 850.00 . 8 849.08 849.24 049.86 TC '851.37 _ - -` 849 47 ' --So 2.4 C 851.42 EX12 2.9 848.97 " 85 849 5 TC 51.82 - EX11 _ 852.05 851.67 850.12 849.25 _ 850.40 0 849.50 C 49:45 2850.91 850.30 - 851.73 •; 851.55 ., 2.7 C 852.41 849 62- 849.90 850.35 2 i 850.41 849.80 8s 852.15 851.23 852.08 > 852.25 �• "° �-. 852.77 851.91» 850.76 850.05 849.85 851.47 , 850.58 851.65 r✓ 852 851.58 , 851.75 852.15 ° 852.27 850.26 EX14 853.47 .� • • 850.24 849.55 851.34 f 850.97 851.3 ° / t 851.01 851.08 852.99 52 852.9 :. S0 ;' 849.76 r� -, 851.98 852.97 852.49 8 852. .,. 849.74 850.84 852.00 r' :; ,�. 4 0.51 '850.83 8 851.94 850.93 0 �,> 851.48 852.84 852.15 850 - - TC 850.9 850.44 851.50 852.12 852.65 851.44 850.43 O = 151.96 852.34 I 853.01 2.1� 851.43 ; ' 852.82. � 852.71 � - • �� - _` 1 -" � 850.33 '` �; d 851.46 �- " -� 852.,51 52.39 ti 852.52 - _ _ _g5 - 850.93 � / _ . - � 849.94 -- • - 851.62 $ 852.32 852.21 `� Sv `' °W �' t `� 852.02 851.45 851.28 851.56 4 „ 0: 3.6 + ;� 852.29 ,'- °�' s ' - - - 852 12 ' 850.95 851.06 852 / - „ ' a B N C H ao R K ET R .� 851.79 e = 851.62 853.00 • .. 850.78 �. s _. ;� 852.71 ' ( �.. C 85` .3 ' 851.68 - R 851.43 ' � -• . -` 852.12 - ' 0 852.21 - 851.7911- 852.65 852.82 853.26 .. ; : _ „ 2.4 �, -= } 850 86 `` 851.02 851.46 - 851.29 852.15 852.32 852.76 - 851. ��,' :�•- 852.84 � � 851.55 � • . � - _. 851.88 1 � 852.15 ... ; .� a x , , _.852... 850.36 , � �' 850.52 852.34 851.05 r 85 , � � 852.71 ,r`' 853.00 ...; ::. -• °' ';.. p. .. -- ..- - -. - � 4' 852.89;',¢ 851.42 851.38 „ 852.21 ! a. v l 852.39 C� 851.91.' : -. 853.13 �- 852 852.27 853.01` 852.92 O ,. / t 851.41 __ - ,� • • • � ::: � � , s�.. �.� 852.05 - 851.10 , /� 852.80 851.77' 852.51 _ _.. __. 852.53 J .: 853.01 , 852.30 851.81 ' •, ' , �•. - 853.50 - 851.55 / 850.60 852.03 c� ,.. ,. 852.51 852.42 ^� 852.68 851.31 -� - - •..` ' �.r �� -..... -- - 853.50.._ 853.28 • -- 852.63 � 851.59 ;, r=` 851.92 /; 851.18 852.31 ` € 852.18 ' - 852.78 852.13 851.09 .\ Ln 852.58 ,' 853.50 852.89 / 850.68 851.81 ' 852.45 853.01 853.16 •_- 852.50 00 852.08 O w; - 852.39 0 ; , 851.93 J 851.95 852.51 853.26 �`� 852.66 852.00 f ` �t 1852.31 852.50 852 73 853.26 - `�- 853.40 00 _ � •� 853.50 � s ' ' -.. � `'� • \ �� 852.00 -- r' 851.81 852.23. •' ' 853.50 ; ': 852.04 ' 852.83 .. 853.50 f t r 'f 852.84 `j� ' 1� 1851.54 �= ::• �` �'��. 853.12. _ 0 / 852.33 �. 852.73 F PROPOSED BUILDING 853.46 CID \, 852.23. �' _; , ,; ` j - _, F F:E. -853.50 `' ; 4 W j , ~ 1 '0 852.89 4£ ` } ISTING BUILDIN 852.23 �p 853.50 ,.- l 852.87 851.73 d" •f •< 853.50 ` ST FLOOR FF = 853.44 852.08 N '" ' - -' p �. 853.50 853.42 CON D FLOOR FF = 869.43 ' 851.58 851.68 '',o f ` J }.-i �� 1853.561-/t THIRD FLOOR FF = 885.41 !� 852.25 852.33 ', }, �, ' ,' ,,�_ �-- -~ i 853.42 `, `i \ 1851-75 851.83 853.50 r,. _ .... r`` ' / 853.23 0`n0 'ti 852.26 •� `'r EXISTING BUILDING 00 2 851.76 _.___ y J ✓ EAST STAIRS 56.02 I- i \' '; 852.28 r 852.49 852.73 J -'. • - `" `f� / FIRST FLOOR FF = - 853.52 LE�J r / 851.78 851.99 852.23 P. -4- "" M '~'° "' / SECOND FLOOR FF 866.09 853.50 i " % / THIRD FLOOR FF = 879.1 It - `,, 853.26 EXISTING BUILDING SQ ,,+h ,_ � i' EXISTING BUILDING 853.26 WEST STAIRS HEIGHT = 39.93' FIRST FLOOR FF = 853.50 SECOND FLOOR FF = 866.10 THIRD FLOOR FF = 879.12 Jam" 855.,\ ;% 1 BENC M , RK (SET) CRASS t f -1 TC 852.71 72) \ LEXJ cf \� ` EX-1 TC 8 4.52 1 u' \ F EX-1 TC 852.61 C 851.92 Li E� V N 847.27 i V N 843: EXJ 1 , r \ e t1 i 1 - 5� iD - - - , = LEJ V TC 853.10 wv 71 TC 852.94` 04 __ - TC 855.45 LEXJ - SD 00 I -_S N - - - = -- D v. - - - �•. _.� __ __ -860:-' -- .. -. pE - - - -- 0 WTR WT CSI • 8 63 . -..- _ - 7 Tc 856.48 - - - WTR -- - - - -EA�E ��- ----- �•X�ITR - - - -- WTR -- � ±� •,i, � ��, - ATWTRl fatEN -T WTR INST.NO. 8316560 TC 853.11 X INV E 842.71 J f - $ „PvAN - - - - _ SAN _ =8"pvc _------ WTR -- EX-1 TC 854.03 L J - WTR - - - - -- s� 852.37 851.87 O BENCHMARKS 9 c F 1 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND G��C PQ n� EXISTING PROPOSED A Z °- '750_ INDEX CONTOUR LINE 0 O cn INTERMEDIATE CONTOUR LINE > W X- SPOT ELEVATION 753.0 OR 753.00 � 752.50 00 ? MATCH EXISTING GRADE M.E.G. o STORM CURB INLET C3 r ❑ STORM INLET o CN Q STORM MANHOLE O o0 Q SANITARY MANHOLE O W B SANITARY CLEANOUT C NUMBER �1 Q ~ STORM STRUCTURE 0 1- to ❑ - - - - SD - - - - STORM SEWER (RCP /HDPE) M UNDERDRAIN (REFER TO DETAIL) --------- - - - - -- 6 Z TREE PROTECTION FENCE GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 9. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 10. MINIMUM FLOOD PROTECTION GRADE IS 852.50. 4all before you dig. INDOT BENCHMARK - HAM G -56 ISCH - IN HAMILTON COUNTY A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 3.7 MILES NORTH OF 1 -465, 0.7 MILES WEST OF MERIDIAN STREET 100 FEET WEST OF CENTERLINE OF SOUTH BOUND LANE OF US -31 AND 2 FEET EAST OF R/W FENCE AT STATION 465 +00. 3.7 MILES NORTH OF 1 -465. ELEVATION= 879.76 NGVD 1929 TBM #1 - CUT "o" IN CONCRETE LIGHT BASED LOCATED +/ -5 FEET WEST OF BACK OF CURB WEST END PARKING LOT, 27 FEET EAST OF NORTHWEST CORNER OF MAINTENANCE BUILDING, 65 FEET NORTH OF MAINTENANCES BUILDING DRIVE. ELEVATION= 873.24 TBM #2 - CUT "o" IN CONCRETE LIGHT BASED #26, LOCATED +/ -10 FEET NORTH OF BACK OF CURB, 15 FEET WEST OF SIGN FOR ENTRANCE #3. ELEVATION= 850.95 NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. PER FIRM MAP NUMBER 18057CO207F, NO FLOODPLAIN OR FLOODWAY FRINGES EXIST ON THIS SITE. J w U Wa LL o a? J j a © a 0 ON 0 w (9 O= cD a a �O� H=am Z J „ z cj)QLLJ 2 W � z a z zCD 0 UJ M �V z H N SHEET N0. z 0 z W V C300 a J a 0 z r� 2 N A ti � O O 00 ? CD r V N •O CN cn o0 W 04 ++ LU CL ~ 0 1- to ❑ r = M cy) w U Wa LL o a? J j a © a 0 ON 0 w (9 O= cD a a �O� H=am Z J „ z cj)QLLJ 2 W � z a z zCD 0 UJ M �V z H N SHEET N0. z 0 z W V C300 a J a 0 z r� 2 00 A ti O 00 ? CD r V N •O � 04 ++ p CL ~ C r = M cy) Lc) 1` i%) _ M LL w U Wa LL o a? J j a © a 0 ON 0 w (9 O= cD a a �O� H=am Z J „ z cj)QLLJ 2 W � z a z zCD 0 UJ M �V z H N SHEET N0. z 0 z W V C300 a J a 0 z r� 2 O x 0 0 0 V) E CD E c: E 4_j 4­1 0 -4-1 •V) d- x Lv 4--j 0 4_j cn C%IIIIi x 0 YI m _j m m 0 C*,4 0 a_ 3: _0 0 0 m 0 > cn 5 (n 0 0 iri 0 x x (n Q) E 4_j 0 0 E o CO In 0 c: 0 C,4 C N rl_ 0 V) C-4 (n 0 L0 Z) E + U_j D 0 0 Q) < E m z m (0 -0 -0 C) a) > LIJ 0 0 >1 cn 0 0 / _j _j 0 00 )t ARK (SET) REBAR k co 00 (0 00 0 0 0'i Lc) cy) 00 00 Ii 0 CC) L0 00 F -1 TC 862-51 EX - cn L: _j I 0 0 0 0 TC 859.38 X TC 862.35 Z28 _q 863.96 __1/ 7 863.46 -86048 F -1 TC" -06 864.7 867.41 865.061 862.87 EX 866.91 F866.46 jg�6.7 TC 62.35 _SD - - - SD 864.561 862.37 867.64 F7_ --I c a 1865.96 1865.56 EX i EX _F862.201"II. 867.14 868.681 F863.35� F867.07 868.18 862.85 866.57 C) 868.04 867.5 865.83 863.2 865.12 867.60 865.33 1 1864.60 862.7 866.43 864.62 1 867.10 1 - - - - - - WTF 865.93 - vv f14 862.75 Vff R WTR WTR - WTR 862.25 868.00 _T 863.90 y 867.50 _rT ---0 --H .0 00 CO Z 00 (0 N w rv. to 00 4 w a co 00 09 ND S ON 011 CONTRACTO TO -VERIFY L=L-1111N)V. 8 IMN r 0\ ---DEPTH OF XIS1ING WATER AIN mz co A (0 04 OD 00 00 • co 867.38i (30 TC: 868.13 863.78 2.48 866.88 863.28 E1LEV.`­- CID 00 859.20/ .TC 868-13L 2.49 > C6 `I0 cp 1864.40 co CO 866.36 862.95 865. 864.60 868.000' 864.10 862.45 867.51 867.501 867.08 865. 3 867.01 cp 1 866.58 F865.831 864.63 863.35 3 867.10 1 866.90 867.80 867.65 T 864.75 863.50 864.00 867 .30 8 IRA4 99; 863.00 863.50 867. 866..96 867.36 866.46 866.98 865.23.1,, 863.45 866.86 86 F865.73� 864.58 863.25 866.48 862.95 867.34 864.80 867.15 864.30 1 866.65 863. 867.60 5 864.60 Age) 7R 867.10 867.07 86513 4 865.34 864.10 866.57 863.051 868.00 864.63 867.50 66.36 864.40 865.86 863.90 (D 00 ff ELEV. 866 8A0.50c6" .0 00 c 00 co 00 �O CID co (0 TIC 866.31 ­' 00 867.31 T_ (0 J862.571 co 1866.81 0 /71862.071 LO -00 V6 r 363.92U 04 a62 J TC 866 31 2.1 CL F11 864.32 TIC /62.42 .186228 866.12 863.82 x 86& 864. 865.46 863.63 866.84 864.96 864.48 862.481 866.34 863.84 861.98 863.34 'e- 866.53, 866.03 4 TC 865.45 2.52 864.20 1 li W C362.8.1 -1 865.22 865.84 865.74 863.70 864.72 865. 862.91 865.22 50 863.70 864.72 1*­1 v �862 865.47 77777. 2.50 all ITC 865.66 2.3 ell 864.19 2 TC 861.111, 11111 !i".26 TIC 864.64 1 if t 2.34 Y ti 86,;, ND SECTION 2, NV\�\860.00(114W) I TC 864.64 1 .35 c� f % "IN 00 116> co (0 CO (0 0 00 4 ; I t � ' ''- � � � ' � �' tai 001 & g f s ter' 00 'E! IGHT 00 00 00 7 7' M A, H�,'E S E AB ry �j 1, T_ CO T f - r / of } i LI 71 A I V 1. i 0 LEFT j. V 3F %% ' + �b co ND S 861.97 2,42 IIV. 85�.65(NW) (9 I-Ay 61.47 (9 9, D SECTIONC 4.44 0, F861.68 -Ml) NV. 854-87(c U END SECTION .3 61 1w. fZ5.,96(NE V cp_ 01 TIC 861.0 to I ND SECTION W. 857."SW) 860 861.21 (0 C14 10 00 Gv 0 G --WOOD- FRAME 2. C 864-45 N 0 ND SECTI ON 2.4� t. co W. 059.00(W) 1 864.29 2.39 864.22 45�HALT 865.60 CO e OOD CO 000.1 U 00 ECK CO ,,-CELL R : A I 865.0 ENTRA CE uJ 865.610, 90 00 r a -MUL H & STORY U 0 B FRAME LO 865.28 865.29 HOUSE °86S_ 864.78 r 864.79,x` CONC ETE� 00 866.60 866.10 866 Z .28 _,&rct3 865.78 k 1866.29L to 1865.79 00 866401 00 8659 C-2 I, ov 1866.40 000.90 867.14 1865.62 866.64 864.90 'V- (p. 2 1 866.89 (0 1864.40 CO 866.39 C91 UL :=c X_ 0 EjTC DET OETC UT-- ,.bbb WEST MAIN ST_ G G d E G ro TC UT _UT INV T UTI (1) UT INV fm ( Ll _k �,a 4 NORTH 0 0 40 80 120 GRAPHIC SCALE IN FEET 00 LEGEND EXISTING 00 c1q co it PROPOSED > Z INDEX CONTOUR LINE CD CD a 00 - ....__749_.._:. - . INTERMEDIATE CONTOUR LINE LI 71 A I V 1. i 0 LEFT j. V 3F %% ' + �b co ND S 861.97 2,42 IIV. 85�.65(NW) (9 I-Ay 61.47 (9 9, D SECTIONC 4.44 0, F861.68 -Ml) NV. 854-87(c U END SECTION .3 61 1w. fZ5.,96(NE V cp_ 01 TIC 861.0 to I ND SECTION W. 857."SW) 860 861.21 (0 C14 10 00 Gv 0 G --WOOD- FRAME 2. C 864-45 N 0 ND SECTI ON 2.4� t. co W. 059.00(W) 1 864.29 2.39 864.22 45�HALT 865.60 CO e OOD CO 000.1 U 00 ECK CO ,,-CELL R : A I 865.0 ENTRA CE uJ 865.610, 90 00 r a -MUL H & STORY U 0 B FRAME LO 865.28 865.29 HOUSE °86S_ 864.78 r 864.79,x` CONC ETE� 00 866.60 866.10 866 Z .28 _,&rct3 865.78 k 1866.29L to 1865.79 00 866401 00 8659 C-2 I, ov 1866.40 000.90 867.14 1865.62 866.64 864.90 'V- (p. 2 1 866.89 (0 1864.40 CO 866.39 C91 UL :=c X_ 0 EjTC DET OETC UT-- ,.bbb WEST MAIN ST_ G G d E G ro TC UT _UT INV T UTI (1) UT INV fm ( Ll _k �,a 4 NORTH 0 0 40 80 120 GRAPHIC SCALE IN FEET 00 LEGEND EXISTING 00 c1q co it PROPOSED > Z INDEX CONTOUR LINE CD CD a CD c:j in - ....__749_.._:. - . INTERMEDIATE CONTOUR LINE cn M 04 x SPOT ELEVATION DO OR =Z1752.5 z 0 LU ex U) T_ MATCH EXISTING GRADE M.E.G. STORM CURB INLET C2 LU ❑ STORM INLET LU 0 0 STORM MANHOLE 0 Fm z 0 SANITARY MANHOLE a G SANITARY CLEANOUT 9 C14 7 N° V) M L� �j STORM STRUCTURE NUMBER El SD STORM SEWER (RCP/HDPE) LL1 1< UNDERDRAIN (REFER TO DETAIL) --------------- 0 zCD TREE PROTECTION FENCE 0 0 0 0 GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2- BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 9. STORMWATER FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED. 10. MINIMUM FLOOD PROTECTION GRADE IS 852.50. Call before you dig. BENCHMARKS INDOT BENCHMARK - HAM G-56 ISCH - IN HAMILTON COUNTY A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US-31, 3.7 MILES NORTH OF 1-465, 0.7 MILES WEST OF MERIDIAN STREET 100 FEET WEST OF CENTERLINE OF SOUTH BOUND LANE OF US-31 AND 2 FEET EAST OF R/W FENCE AT STATION 465+00. 3.7 MILES NORTH OF 1-465. ELEVATION=879.76 NGVD 1929 TBM #1 - CUT *u" IN CONCRETE LIGHT BASED LOCATED +/-5 FEET WEST OF BACK OF CURB WEST END PARKING LOT, 27 FEET EAST OF NORTHWEST CORNER OF MAINTENANCE BUILDING, 65 FEET NORTH OF MAINTENANCES BUILDING DRIVE. ELEVATION=873.24 TBM #2 - CUT "Li" IN CONCRETE LIGHT BASED #26, LOCATED +/-10 FEET NORTH OF BACK OF CURB. 15 FEET WEST OF SIGN FOR ENTRANCE #3. ELEVATION-850.95 �RTH DISTURBING ACTIVITY MAY COMMENCE AN APPROVED STORM WATER MANAGEMENT 9 FIRM MAP NUMBER 18057CO207F, NO ODPLAIN OR FLOODWAY FRINGES EXIST ON THIS ■ _j i� V) cC 00 c1q co it In cn > Z 00 CD CD a CD c:j in Q0 a) CO cn M 04 O LU ex T_ U) Ul LL CL 0 J LU 0 ml Fm z F_ ,I,- < v�a< W C14 N° V) M = r"I_ W w 0 zCD 0 0 P cli < w w Z a m a L) cC 00 c1q co it In cn > Z 00 CD CD a CD c:j in CD a) CO cn M 04 LU ex U) Ul LL CL 0 J LU U 0 0 (D 07 (D Fm z 0 t2 t0 < SHEET NO. C301 a. U) 0 LU z Fm z F_ ci) < v�a< N° aJ LU = Z c� W 0 zCD 0 z LLJ 01 Lr, CII) u Z U) SHEET NO. C301 ®sm"A�TM35.n /' / _•_._.a � -: .__._ �'� _�- __. i� _ -__ - . -.. 7 - - ,� . -- - -- -_ .__ . -_ ,�- /,. ,T - -v gym.- ..,rn ".:.,,.-- ..�,m.... =. _c-... -. / `'t��,�"= _ ` -m , 11 x '1__.'__­1 -t-, �IK \N ,_ _- ' -� -, °' -- NORTH _ -� - ='� ,�. -° - - .-- - -- __. { - ❑ T . - __ �---�, - - ___ -. -- __ ,.. _ _ -� _ - - t_ - r - s a sva... �•" _ �_ 0 100 200 300 _ - -- - -' - -- - - . -__ �- _ _ / _ -_ o� - __ _ - �- -� - w/ • / GRAPHIC SCALE IN FEET y - ;' ;* ,� _ o _..____., _ / / /'f :r � / { - c p Y / / �.. } / / / / ', _ x'y / d• -° `° 5{�y�,, E T ' - _'..' _1____ .0. ,.$, aSPffAL / d -. > _ _ ,� i �: ' / - _ _ b / -._._ - -- 11 ,.. , s __, , :• ray \ \ / / &i // .� r © \ 0 o f / \ / t ;a 4 Jf If ~` o _ -. �'__._._1 1 - - o / o l` / -.- - - r �� f -_ I _ U © 1. - t, d „C- i i t \ / \ l ' ��° - ° ''- -I' , nt . _ , ,� s \ \ /4 3 r 1 V's 0 1 . , t� I r 1 1 . N�k. ' - . , -.. „- o_ o I i J a ;,' ,p _ I 1 1 * r t c 1, _.., 'r , y r ,, u viv ,.r� _ �I.al� 1 _ e ;:. � ❑ _ C It _ - �'"" "1Ft m,t-.A s , r.,Q -..+ : ; , 't 1 ., N` "'.% .�= SECOND napN EF .889.43 %� is _ / 1 p - y / . .�-' a - __ _..1�� 1 t " i TNEm noon fF - eee a \� \ / o �' r `tom - , .-� may _. - ,,.w.- I '.:.� Y , ,..... j /, r :; -.r ; � j �,1 ' f1 is 1 :, ..,i 3'i_ EAST SfNRSIONa \% �` - _ �..- . _ F __ `1 ji �- �1 _._ -._ _�- �,- �.- �� ; ; o ; t 1 1; i •>:e -1 „�-i FmT noon ff - A , `� / �..Q' i y � SECOND noon FF �WILDe �� \ _ _ _ 6 J 1 f i J - THIRD noac rF - ew.l \ \ _•_ / �- _ f 1 / r �/ ,t r - E%,snNC eNxnrNa EwsnMC euuxNa j / 1 T li ` 11 ! -- - i ' i / A ,. r i i - A ` � .A ! rest s7ASts NEwt,T - xaS - / _ 1 - I . _ -� - 1 j r . -/ FIRST noon EF . es3.w / _ _ 1 -_ =-.r , / I { d ✓.•` i SECOND FLOOR cr - eea.lo / _ I 1 1 1 C� I ! - _!' nrm FLOOR FF . .1 - - s // _ ___ �. ' j 1 r 1 r •, U) 1 ;. .. -.! . J , 1 �i Ir 1I jo � 1 I I 1 / / I� +, - n �'. W //' `r i r i �,'' s. tai ` "1 - 1 11 ,_ 1. _� �' 111 1 / / (Z r- N. o/ 3 1$ w^; o \' \ J'`- i. A 1 1 1� - 1 1 __-+11 1 / \\ �, ► - 1 t ..y ti -�¢ � � r / i oo° J - 1 1 _ � I \ /" O ', 1 t •O 1 ; I i r \ ' 11 �_ C I+ 1 1 I 1 / 11 I I I .Y �'� _= s ". �i ! 1` ti ;1 ! \I ° 1 ,` 1 _ 11 11 1' I 11 -'L_�\I -a "6 -6 i > c 1- 1. ff _ y C C ,.._. ,__._ , _._._ I �* t, -___i � '�,� r e'° i n i # \ 1 1- / -1 I 1 _ --' L _ ,'/- - 1 STORY_' Y p ;''' i •,j a ! N .�1 N i o` t It` `� -I T "I 1 ��__ 1 /��, % - -_ �� ` \' eioNx . 51 I t k I # ! 1 1� i \ 1 _ _ _ t 1 1 1 1 I \I c \ ! 1' _ I i J 1 1 1 U_ _ 1- - - , Q, 1 f 'k` . -i t! ��- ,/ i } .-- } - � 4 (j il' sue_ i_V} ;` 1 \ _j s I r I ��� -��/ �� 1.� ��1J� ` i +/ X_ -© © © i o --'oJ iQ ', - �� � `„: -- , -w '_�___ 0 Y'� � �`9 � ice' � 1 1 N1 1 I % L L.", \ � i� Ili _ _ © a ; . )_L_5� ; -- �___ _L,® ffi N •• I , o r i' ' ❑ i f i p ''• -` ° t ---- - - - -', 1 f 11 11J -i11 I - - - - - -- I'll . 's . --7-z U I� 7` -�-- - - -1-- `j . �r -�.A,, ❑ �_ - -� � 1-1 -- - ;' _ -��� - - - - -- - - -- -- _ - -_ 1 - - - -- ° - -- - - - --�- - -_- - - -_ ------ - - - - -- ---- - , e- 1, 2i - -- -__ -- !7 - .¢ I ­ __­''_'-'_77� W� SFAENT�...., .. : 1 1 j I - . ^_ �_. - r._____.4�''�L._�.:,; i - -�- -- ----------- -•-- -- - :- � 1- A;TR MAN EA Q N5LM0. D316}a0 -... ...__ „_ -_ ,, { 'y -WATER Y 4EASEMENT', 'G 4 # o =`� _ _. ; A� N I 4 NOTJq�h3lNaeD 'i � ' .'em �_ �- -rf - ._ -x J b. L T -,- _ - aEr�7�..- .w,.°`.' _ - -ter- 1d I -. - fir-- -- --- - -r r r /, ' `' !b ' �x A r ' - Y. �A_, GENERAL NOTES x w' 0 0, a� _..2 _ J + 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, 3.1 ` _ -' - WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A t' sj �, -� '� a * \, WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY 1 THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER I O �'' " "e �q ( - " FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES / Z - AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE ; T_ _ / ,�j OF THE WASTE OR MATERIAL, IS REQUIRED. // / S / � � I q 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF // % '�- $ '9`' ` °�q ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED // / '1 1 ' �,/ SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. // // I - - - -. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF / / p 1k ry t - Z. LIKELY ORIGIN OR OTHER SUITABLE LOCATION. �/' o U '`, .'� 1 =LL' + '! ' 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL 11 x I ,y - ' DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL // 1\ + � �t 3 t 4 t ! t MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE �/' c +, . 11 ; INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL , c EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS /' f °o m - I ' _ 1 /I ,` AND SPECIFICATIONS INCLUDED HEREIN. /// LJ_I i - a r � j 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE ,/� to m - ( ? >� /' WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN N i ' � ! DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. L-) � 1 i N" -+� ! ,._- - 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN o I •i - THE FIELD BY THE CITY OF CARMEL. I 11 N ' 1�,� - 1 6. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN o � •yl� i t `t �' - �.0 APPROVED STORMWATER MANAGEMENT PERMIT. i ^ , _ _0 Of ' - .. r _ _� - -- - -- - -- - -- - -- - -- Q W r ^ .�'S �� B i? i ! ' I / 1_ �'% ?/ , , 3! N PROPOSED RIGHT -OF -WAY FOR � 01 = _, `.,z 1} : 1 ; O Y N J m F_ N I O O N N E cn O 7 O 7 0 U aj O Q ^ 0 U O U -� (n C U C � c c1n m c m -x W O in 3 v � 3 I O IZ N O w rn O 3 N a � I � O U N � � U N V) x N O Y a J U m cf) 0 N n O U) c x o Q_ x w C Q) o E �-' O >1 a� E a (P U o E C � U O C I m o0 I r(i C) N O L N � N ._ a � v N a o Ln :3 E U — \ :3 r- 4-d P� (n O a) U O J C �V) E m zmcn 0w- 0 +'Vw ono 0 0� 1 —I 6 _ r.. . , - P/(3E'). 844 75 846 y. T_ _ _ _ —, a .- 4 y - 4 it r1t SIGN -f X a = _ rY- _ ,. 4 © tURB ,- $ / VC ( ) 84 s y �C7 4 INV_ j �' � P SWTC 43 57 s f � 2 , - 8 - o 8 _. �_ / � ASP , y 47 ��� CURB INLET . TC:848.12 - _ 849 - 8 STATU grass =J s -- / 8 INV. RCP N .841 93 � �-: - I RCP (S): 841.90 6 c ET s o KEYP « o 4 k_ _ _ 0 CURB INLET _ TC•84 2 D •. ° �� 6 �- i INV. 10" CPP (SW): 844.8 ... '� grass -_. _ / / SIG �$�`� s s ® \, l _ t „ GATE grass ❑ y. r 00 Q / �T EE ,- - - / . 4 Ulc ,. / �� �IN'V. RB I TC 848 66 : // INLET � : -- ` -, _- . _. -- _ -. •-- ~ -•_.,. w// 8 VCP (S): 845.21 �W TC µ _. �D � � CURB IN / 10 �$ NE . 44.21 X ( \ •w -- ,. ASPHALT 1NV. 48" RCP (SW) 8 39� - O __ ^. Q AS 8" (N 3.2/6 I ass \ . -- - - - . - INV 1 RC 0 4 / // / cy SIGN / I V CSI �O - / f c \c0 - > / \ �\ G ,fi U f =` � °• GRAS PH GRASS .�� :� � ,. � \ � f;. r , y IN- i,` / ❑ CUR INLET TC:848 _ _ C• -_ 6 " d /.� 10" CMP (S ASPH \ / -. / INV. 12" VCP _(NE): .10 _ _ 0 w_. 0 O GRAVEL . / IL TANK , o / SPH _ / / \ / •- ._ ... / \ \ / \� /- ,.. OUB�E - / , WALL) � - 852 G •i r • � sl- 0 // r „ _- • •• / as halt g� � // s _ _ .- -,� ,r 11 M TER' / t • •,. �/ , ; re, % „/ o __ -- / � � / ., � � '� � t rJ � .� � ,� � -- ---851--- \ �� % ASPH \/ — 0 :� � � � �� '; t � 18 2 •,..•••••••• ,,, .. - ��—. �� .0 �,,- r — -.-.\ ago ®•\ s ,• �` f 0O / r ...» ,..�, ,..... a' / / f ' g G tt 'Z n'' .� , r ! , , �, VS \\ ` Ac K t / �.., r \� r� t /' O 0 , / - A / •/!ice i ; ` i a ti' 1, ' r �� v �y • /' � / \ EN 0 / 0 � ,r-r+� aspho `�' P FAT co .. / ; ,/ "•' \ a j "iii / \ - l • / , r / I 1 �� r /.r_ / ./ / t rs •/ • 1 , ° t./- ',1`t1 ' i '•` U� � ` �` i' / 'r' ' J 1 `� j Gq rx �.... we '4'` { # a Y i'•J fr / / / 9^ ^ \ \ /1 ra grave, \ / cod gro ti - d • / �� I (r , 0 , �-•� � r ', \ .:ASPH //'' . ,,. ,.v. - / o„ • cQ / royel ga i \� 3 gravel c • ! , ns 'k / G j r wool '00V ASPHALT 00 00 CO T, t I\ ,r CE�� ° 1 1 00 co �', ' R • : r KEYPA i , i X11 00\, 1 \ 1 J "J i CB �; � � -•:1� s � \ � �� � � _ ...� � CONCRETE WALL 1 \ o0 '' '' — ' A (EL �_ CO RACTOR SHALL POST NOTICE _ / / / — T� % CID �✓ / \ 1 INTENT ON CONSTRUCTION TRAILER IN THIS LOCATION. J 1 �\/ 1 \I \ `` ; oa 1 v 1 .i O C3� a t i \ 1� 1 \ t i 0 \ r T 8" BLOCK WALL 4 ` \ 7' TALL i;;r, \ \•� \I \, /. // >/. \ / /// a\ � ` � 11 1 \\ � L` �' \ \I _ 1 \ TRASH \J3 ENCLOSURL, / / � ` �\ ° �//G ; ' / �\ 111, — �, \fir 11 r 1 zz �, \\ .- -°"a / 0 AVEL` ` 0 .�, s, 0 -i ` / —// // %'/ // ��� \ �� LL _L_� � J ,0 - - -- -- — ASPHALT �N ��= = — =,s� - - -- -- �. - >t ❑ 2 a — _ —. — — — _ — — :fig'— —_ __ —� _— __ -- iL �. �— _� __ _— — L e — ` r , _ -. -,� a ,.r !lIIII _ .- .... mow._ — _— �— ''•' +..ey..� �'- --. _ _ _y" -•-. __ .._ a:=- y- ..._ — c � � - SEE SHEET C304 FOR CONTINUATION °- – =_ —_ - = -- - – ❑ — LEGEND CONSTRUCTION LIMITS Ca11 before you dig. SILT FENCE X X SILT DIKE (ON PAVEMENT) TREE PROTECTION INLET PROTECTION (BEFORE PAVING) 13 EROSION CONTROL BLANKET TEMPORARY SEEDING O (CRIMPED STRAW MULCH MUST BE USED AT A MINIMUM IN CONJUNCTION WITH SEED) PERMANENT SEEDING O (CRIMPED STRAW MULCH MUST BE USED AT A MINIMUM IN CONJUNCTION WITH SEED) INLET PROTECTION (AFTER PAVING) pA RIP —RAP ROCK DONUT GENERAL NOTE 1. SEE SHEET C302 FOR EROSION CONTROL NOTES. 0 1124 Lei BOA I m_ 0 40 80 120 GRAPHIC SCALE IN FEET 0 �5 _n Z 0 LU w H 9 r- QJ IW W H W V U) z w 0 CV O N II­_ O � cn CN 0 m -� W 0 Z 00 0 VJ o (L 0 o v W H W V U) z w 0 w oc D U F- U1 a or LL ® a? ® J J a © a a O8 Q Oz a cl) O x J W Q U Fm z w (a) Z cl) W LLI Q E2 LLI m 2 w Z 0 0 M T_ SHEET N0. N w 0 Z Q Z W Q V C303 z a J a J 0=0 H Z O (a) z 0 y O w N m i 0 Z 00 > V N C) N Lc) CD Q ti C r r M LC) M C14 CV) 1` U) _ M LL w oc D U F- U1 a or LL ® a? ® J J a © a a O8 Q Oz a cl) O x J W Q U Fm z w (a) Z cl) W LLI Q E2 LLI m 2 w Z 0 0 M T_ SHEET N0. N w 0 Z Q Z W Q V C303 z a J a J 0=0 H Z O (a) z 0 y O w m � _ m r~ m � 'o En� | CI_ E o U _ Q) E � o '� c m .� Uj 'o � ,- m r` '- cn � 'o _ m r` '- m � 'o . m � »« .. m o' '-r m o zz o- o - cw --| c» cv | m _ E m » o zc .. xm � V) m c c m oz oo I's m � 'n . _ 7- o- LU _ �m .�� .� 0 .m i� ww � � .U) c o cl-� Li w E o 3: E � n »` 75 E m >1 u o | o_ °~ ,- "' oo cv | .. o c �. c» 'n m ~- o '' cz Q) m~� � o L� _� 'E � u `- c cn' -- c E 'o co o z oo _ �cf) �o - o �» �� v/1u '� ^~ cp CO co Go It ol If co K Ln 1 00 It cp HT­ FO CO TINUATION SEE ABOVE RIG 862 861-- 8 6 uaN0 before you dig. co SEE BELOW LEFT- FOR DN UATION ALL SILT FENCEAROUND EXISTING WATERCOURSE SHALL BE REINFORCED WITH WIRE 'SUPPORT (SEt DETAIL) cp A FENCE ADJACENT TO H WIRE E REINFORCED WIT SUPP09T (SEE DETAIL) CO QD 00 F ASPHALT it WOOD DECK CELL-R ENTRA CE TEMPORARY CONSTRUCTION x HOUSE DETAIL) CON Kzr CONCRETE WASH—OUT 0c) AREA(SEE DETAIL) (0 r, CO CO T, cp cp / ^ \ � -� El GENERAL 1. SEE SHEET C382 FOR NOTES. 2' SEE SHEET C303 FOR LEGEND' 102 NEI 0N O 40 80 120 GRAPHIC SCALE IN FEET 10 1 1 ,R,* 0 0+ 0$1 Rip, 1;4§ v0*411 00 LLI LLJ 0 T- LLI (U 014 z 00 CD Ln cc LU ac CIO Ix LL 0 0 0 an < cl) 0 mi am LU 3: Lu LU LLj LU z z 0 U) LU LU 0 LU CD z 0 LU U-, 0 0 V_ cl) z 0 > Uj cl) SHEET NO. C304 CONSTRUCTION Ll M ITS­ 845,- 6 OWNS B407 . .. .... . ...... . - f 847,- 0 4 EX2 ❑ B —CONSTRUCTION 4 0 - _--LIMITS_-­ 46' ............ __,847 00000000,000,01000 4-S 4 47 0 0000 4 'JI WOOO -23 0-10 848 v. 00 D(6 00 (b 6 co 'Iwo 4- 0) 2.19 6 '_'B49 Lc) 00 co to EX10 9ONSTRUCTION __0 0 Lp 00"" EX4 0000 0-0 N - 2.9 1� 849 IM ITS ITS *WOW WCTION/- WOW CON�T 6 G cp .00 EX8 LI'm 49 10000 B 0000 1 18 Oo. D 0000 EXII 2 kl� dso TPI , t 4 -2.7 cp .006 OF •851 f 2.14 ,56 2 6 tA0 I _857 - 04 350 4 EXII IG re A' C 6 4, EX14 2 B5 2.4 - 858 F OIL TANK i' T, 852 DOUBLE WALL) 0 A CONSTRUCT cl) OlP :a.4 0 00 LIMITS; 0 • IIS9 dome ct ) 00 /0 , r�q ,_a .. 00 0 LD 00 4' xy TO 0) '..o-.000..00000 �cj I X 0/ 0 00 TC 863.13 . \� � ,, � 00 CONSTRUCTION 0 V, D'I N G E2( 14, PRbPOSED BOIL ON Up ONSTRUC //0 LIMITS DUM ER \ - , Y - // PORT—,A—LET 4 00 TC 862.71' 0000 CONSTRUCTION 12 Tc 856.02 LIMITS 6000 0000 A 0-00 , '. T�, 858.00 000 low= 16 2 000 B ­-4- CONSTRUCTION LIMITS co (lq TC 860.10 ' \ _ y ` �i- / ' 111 L�Lj 0 (D 00 CO ACTOR SHALL POST NOTICE INTENT ON CONSTRUCTION co TRAILER IN THIS LOCATION. M ��' , `i , , 0 V 2 F_ 7 TC 852.71 0 1 0 O� 0 CONSTRUCTION CONSTRUCTION LIMITS Lo LIMITS\ \ TV 1 1 1 09 00 —A� F_ —1 TC 862.51 � ` � __ ;. `\ ; � \ ' ` / ,� 11 � / R / / \c� TC 8 TC 852.61 TC 859.35 TC 85710 F_ Z 2s r 7-7 CONSTRUCTION F 7`1 TC 853.10 ILX LIMI 1 Ns awmir — D� mmmm -- ',.% LL D F_ 7 TC"850.48 TC 852.94 00, I I TC 862.35 F6_1 1" 1.% --m \ -1 "1 's TC 855.05 F__ 71 L: J 06 9 (ISIQ 0' -,MORN_ 0 win TC 851 04 -0-01 ps ps ps 97 5 !7- 7- 7 TC 856.48 2.27 PONSTRUCTIO El WATER MA168EASEMENT'-, I'll 1, 1� 'I INST.NO. 316560 LIMITS e I TI 114.11 LEGEND LIMITS CONSTRUCTION LIMITS SILT FENCE x SEE SHEET C306 FOR CONTINUATION GENERAL NOTES SILT DIKE (ON PAVEMENT) — sa 1. SEE SHEET C302 FOR EROSION CONTROL NOTES. TREE PROTECTION 0 0 INLET PROTECTION (BEFORE PAVING) cl EROSION CONTROL BLANKET TEMPORARY SEEDING (CRIMPED STRAW MULCH MUST BE USED AT A MINIMUM IN CONJUNCTION WITH SEED) PERMANENT SEEDING (CRIMPED STRAW MULCH MUST BE USED AT A MINIMUM IN CONJUNCTION WITH SEED) INLET PROTECTION (AFTER PAVING) AO RIP-RAP NORTH Call before you dig, 0 40 80 120 ROCK DONUT GRAPHIC SCALE IN FEET .\w 10 , Ae OPP op, a L 10' -to _j I Z 00 ># I 0 m 04 cn w w 5; Iq CD Z 00 > L0 w CD cz) H L LA cq 0 42) CD CD 6 Z CV Q0 0 114- n- o (r) (10 I,— of 0 ct 0 CN M W r__ I 0 P ui ci LU CK of LU LL kk 93L J O8 (D OZ 0 Fm am w� C0 F= Z LU W UM `l) w U � z 0 W u z cl) LU 0 LU z LLJ F— w 0 z CD C) L0 SHEET NO. LU Z 0 _j LU C305 0 Ix Imm z 0 (a) z 0 U) 0 w Uj 00 ># I,. - m 04 w w Iq CD Z 00 > L0 CD cz) L LA cq 0 42) CD CD r = cv) to m T- r` U) r — cv) LL LU CK of LU LL kk 93L J O8 (D OZ 0 Fm am w� C0 F= Z LU W UM `l) w U � z 0 W u z cl) LU 0 LU z LLJ F— w 0 z CD C) L0 SHEET NO. LU Z 0 _j LU C305 0 Ix Imm z 0 (a) z 0 U) 0 w Uj _0 :3 (a. E 0 E 4-1 C VJ 0 CIO Uj cl� 0 L6 CD Q) E Q) 0 z 14-: Q) -4-J 4-1 X 0 n 4-1 0 0 0 0 V) O co co CD C14 Q) 4--j 4.j 0 a- _0 0 N 0 Of Ly 0 0 C14 > C14 En x (D CL En C14 ff) 0 00 c: 0 U) x 0 Q_ x Ld rn (n c: Q) 0 E 4-j 0 w a) E 0 E c: c: 0 V) Ln co 0 c: N 0 .0 r;7 C\l U) Q) E cn 0 _j c: c: < E V) C) z V) -0 -0 0 (1) F_ > 0 :mow Ld 0 0 0 0 I _j 0 L_ l< ;> map )4-77 !B69 0 'MENT 60 --+-4 CONSTRUCTION I fA LIM ITS­-- 00 61 0 F-E47( 4 862.51 0 0 i t 1 r 1 t 0 0 3 ;\ 3 TC 857.10 TC 859.38 rk 7 J \ , L �JN C) -5 SEE SHEET Q305 FOR QONTINUATION L: 0 c t 0 Z T TC"�60.48 CONSTRUCTION TC 862.35 -1 TC 867.35 I TC 855.G5 r -7 LIMITS (9S PS 11�16 L lj 6'0 O ps ps ti _, „ 2.27 > > WATER MA16 EASEMENT ,X> INST.NO. 8316560 co X> ca x x x ...._CONSTRUCTION _lx X LIMITS x x x X QD x A: I X xc `0 0"* QJ Z 0 cl) 5; w w LU F_ _j L� V) CN tQ 04 (D <X C) > z 114- T_ CD (D 0 a M •C#) CD C) Lc) c3i CD 04 >( > <x o V) 0 > <x <x N LLI r__ > <x 0 IL Q TX> w x x 0 0 0 -86, 864--- ca 865 > > > > > > > > >J >< 2.48 K K > > Z 4- > tp > 866 > > 00 -A > x > > > > > x 4 > A % > < �p 0) <x> <x> ,1 p .4 < > > > > • ..... ..... • ps P wd ps P8 ps ps Go > > > > 66 .0- 4 (0 )< CO < J 00 >< < < 2.'51 < tp r 00 00 >( < < 2.1 t (0 00 x < < CO X 00 < < < cp < cp_ xc `0 0"* QJ Z 0 cl) 5; w w LU F_ _j L� V) LU a 3 cc I.- gn Ul 4 ac LL z 08 LU (D 0 ) U) : 13 8 5 9 - (0 -\NOO D FRAME 00 ps ps B AR N_ X cr) x LO (0 00 C) x CO IN x '(SP8 -SA i CO CONSTRUCTION _j CONSTRUCTION LJMITS 00 LIMITS CONSTR Fm 2.3 UCTION x j LIMITS '7 7 % 2.45. A5P'HALT .52 CONSTRUCTION E) LIJ Uj (D PROPOSED RIGH WOOD Fm LU i Lo c_ oo LIMITS Ln CELL R 'E ENTRA 00 Ln PENNSYLVANIA 0 1 0 co DECK kJ cn STORY M U I UJ z z 2 ST BU HES :4 FRAME co TEMPORARY z A r CONSTRUCTION • 2.34 ENTRANCE HOUSE 0 V CONC ETE 2.33 SEE DETAIL) r Js LU :426" N _j (�D CONCRETE LU J co (0 N�l , 'L \ '(6 .1 ! ! '! I I I < 2. 5 1 r I I . WASH—OUT CO co r> AREA SEE DETAIL), bN 9{ r` V lop LU 0 d r- 7 TC 855.93 z 0) 0) if (0 L0 W 40 &-7& CO CO co cp C—ON§tR, U) UQ_CTI % (,0 L0 00 ca LIMITS 0 —7;-- 1 m ^ j i O ___cp c� cp ob ­-B63� cp 7� LU CO STRUC I ION A 0 66,_ IGHT FOR CONTINQATJ r t ■ -*,,SE EVE qw M 864 } ``' .. . �` 863 ' � ' , "` � - t } i `• � , � I ' � � °" , — . t;ail before you dig. GENERAL NOTES: 1. SEE SHEET C303 FOR NOTES. 2. SEE SHEET C304 FOR LEGEND. 0 40 80 120 1 1 s- L__j GRAPHIC SCALE IN FEET SHEET NO. C306 CN tQ 04 (D 0 C) > z 114- T_ CD (D 0 a M •C#) CD C) Lc) c3i CD 04 z o V) 0 0 N LLI r__ LLI 0 IL Q Lu w a. 0 0 0 LU a 3 cc I.- gn Ul 4 ac LL z 08 LU (D 0 ) U) : 13 8 5 9 - (0 -\NOO D FRAME 00 ps ps B AR N_ X cr) x LO (0 00 C) x CO IN x '(SP8 -SA i CO CONSTRUCTION _j CONSTRUCTION LJMITS 00 LIMITS CONSTR Fm 2.3 UCTION x j LIMITS '7 7 % 2.45. A5P'HALT .52 CONSTRUCTION E) LIJ Uj (D PROPOSED RIGH WOOD Fm LU i Lo c_ oo LIMITS Ln CELL R 'E ENTRA 00 Ln PENNSYLVANIA 0 1 0 co DECK kJ cn STORY M U I UJ z z 2 ST BU HES :4 FRAME co TEMPORARY z A r CONSTRUCTION • 2.34 ENTRANCE HOUSE 0 V CONC ETE 2.33 SEE DETAIL) r Js LU :426" N _j (�D CONCRETE LU J co (0 N�l , 'L \ '(6 .1 ! ! '! I I I < 2. 5 1 r I I . WASH—OUT CO co r> AREA SEE DETAIL), bN 9{ r` V lop LU 0 d r- 7 TC 855.93 z 0) 0) if (0 L0 W 40 &-7& CO CO co cp C—ON§tR, U) UQ_CTI % (,0 L0 00 ca LIMITS 0 —7;-- 1 m ^ j i O ___cp c� cp ob ­-B63� cp 7� LU CO STRUC I ION A 0 66,_ IGHT FOR CONTINQATJ r t ■ -*,,SE EVE qw M 864 } ``' .. . �` 863 ' � ' , "` � - t } i `• � , � I ' � � °" , — . t;ail before you dig. GENERAL NOTES: 1. SEE SHEET C303 FOR NOTES. 2. SEE SHEET C304 FOR LEGEND. 0 40 80 120 1 1 s- L__j GRAPHIC SCALE IN FEET SHEET NO. C306 00 tQ 04 C) > z 00 Lc) Gr r_ Ln co CD (D 0 a M •C#) CD C) Lc) c3i CD 04 04 cv) LU a 3 cc I.- gn Ul 4 ac LL z 08 LU (D 0 ) U) : 13 8 5 9 - (0 -\NOO D FRAME 00 ps ps B AR N_ X cr) x LO (0 00 C) x CO IN x '(SP8 -SA i CO CONSTRUCTION _j CONSTRUCTION LJMITS 00 LIMITS CONSTR Fm 2.3 UCTION x j LIMITS '7 7 % 2.45. A5P'HALT .52 CONSTRUCTION E) LIJ Uj (D PROPOSED RIGH WOOD Fm LU i Lo c_ oo LIMITS Ln CELL R 'E ENTRA 00 Ln PENNSYLVANIA 0 1 0 co DECK kJ cn STORY M U I UJ z z 2 ST BU HES :4 FRAME co TEMPORARY z A r CONSTRUCTION • 2.34 ENTRANCE HOUSE 0 V CONC ETE 2.33 SEE DETAIL) r Js LU :426" N _j (�D CONCRETE LU J co (0 N�l , 'L \ '(6 .1 ! ! '! I I I < 2. 5 1 r I I . WASH—OUT CO co r> AREA SEE DETAIL), bN 9{ r` V lop LU 0 d r- 7 TC 855.93 z 0) 0) if (0 L0 W 40 &-7& CO CO co cp C—ON§tR, U) UQ_CTI % (,0 L0 00 ca LIMITS 0 —7;-- 1 m ^ j i O ___cp c� cp ob ­-B63� cp 7� LU CO STRUC I ION A 0 66,_ IGHT FOR CONTINQATJ r t ■ -*,,SE EVE qw M 864 } ``' .. . �` 863 ' � ' , "` � - t } i `• � , � I ' � � °" , — . t;ail before you dig. GENERAL NOTES: 1. SEE SHEET C303 FOR NOTES. 2. SEE SHEET C304 FOR LEGEND. 0 40 80 120 1 1 s- L__j GRAPHIC SCALE IN FEET SHEET NO. C306 rn � 0 13 � 00 Lc) 0 L a) c) CD N o •Q a� © x 0 I / cl) STORM MH : TC- 852.34 0 INV. 21" RCP (SW) 846.59 O INV. 12" RCP (SE) 846.64 E / INV. 21" RCP (NE): 846.49 I � . SO ' N I' 0 4 " o � ' N SD / INLET TC:849.13 INV. 12" RCP (SW): 846.85 a i 4/ d INV. 12 RCP (NW): 846.78 x / 0 U) In E r� � cli E O -� TC 851.39 01 L N '1 2.4 o \ INV. 846.93( ) / U ,ri ,/ o;' INV. 846.93( ) / N E \ / -co > 1(n 0 RELOCATED m -6 INLET : TC:850.94 / FIRE HYDRANT N IN . RCP (NE): 848.04 \ 0 W a_ \ `1 OCO x N \ 0 ` \ 2 CAT BASIN 1: TC:85 ° Y (n •56.02 F__ `, 1 ` 10" VCP (N): 84 J m N 850.87 L m 5E 850.22 o a, �-�� 4 0�r_c� 613` °' - TC 854.02 2 _0 INV. 845.46E a _j INV. 845.36(S) SS SANITARY #: 3 � TC 846.70 o�P N INV. 844.88(SE) E X 1 - - - �` RELOCATE EXISTING INLET, ADJUST CASTING - �� / TO FINISH GRADE i RELOCATE EXISTING H. TC- 846.66 �S INLET, ADJUST CASTING --RIM 0.5' BELOW SURFACE / REPLACE CASTING WITH TO FINISH GRADE ' COULD NOT OPEN / STORM MHNF5&"9 R -1772, ADJUST - INV. 21" RCP (SW): 9T03fINISH GRADE ' - - _ - SD 6 LF OF INV. 24" RCP (S): 841.39 4 " " " INV. 24" RCP NE 841.29 i - � -- SD - 12 RCP ° ( ) ' 4 '_ o - - 2.23 C 847.78 d' -09% 6 Q O - - p NV. 843.75(5) � s, _ SD - ` EX 7 C 847.35 \ W. 843.60 SW � RELOCATE EXISTING ' 4 TC 851.37 ) � cuRe INLET : TC :847.53 \ II INLET, ADJUST CASTING p 2.9 INV. 12" RCP C: :844.28 \ TO FINISH GRADE ! W. 845.00(S) ( ) ' 4 ' INV. 845. 69 LF OF INV. 12" RCP (SE): 844.13 RELOCATE EXISTING O " INLET, ADJUST CASTING '-6' 12 RCP NLET : TC:847 9 �\ C O 1.08% INV. 12" RCP (NW): 83 .89 849.86 TO FINISH GRADE \ \ D 4 LF OF RM MH : TC- 848.65 INV. 36" RCP (NW): 8 5.99 \ JV. 846.75(SE) 12" RCP INV. 12" vcP (SW): 844.65 REPLACE CASTING WITH INV. 36" RCP (SE): 8 5.89 JV. 846.75(NW) 6 Sp ^ O 6.2 INV. 12" VCP (S): 844.38 NEENAH R -3010, ADJUST _ INV 24" RCP (W): 840.86 TO FINISH GRADE RELOCATE EXISTING 4 �P INV 24" RCP (NE): 838.95 / SD/ INLET, ADJUST CASTING �' 6 848.82 EX4 / TO FINISH GRADE %' --- SD - - - - -- INV. 843.00(N) / / / SD 4 " 2 LF OF TC 849.22 2.11 `840.86(W) T / / - ` 4 " ° 12" RCP SD INV. 842.00(W) INV. 838 � (E) _ - SD -/ / ° O 2.1796 , , INV. 842.00(E 0 LF OF INVA'44.38(SWY SO _ STORM My : T¢!847. 8 / _ INLET TC:848.96 INV. 12" RCP (N 83 .97 \/ 6 12" RCP CURB INLET C: 8.68 INV. RCP (SW): 838.21 2 " INV. 24" RCP (SW): 8 6 88/ J \ CURB INLET TC:848.90 O 2.1796 INV. 12" VCP NE): 843.08 INV. 2 (NE): 838.11 ° INV. 36" RCP (NW): 835.1/8 / INV. 24" RCP (N): 843.00 V. 21" RCP W): / INV. 36" RCP (SE): 835.08 INV 18" RCP (sw): s4z.7s ): 8 REPLACE CASTING WITH INV. 21" RCP (E): 842.62 1 v' 24" RCP NEENAH R -1772, ADJUST / C 849.73 8 "VC 2.18 TC 849.45 TO FINISH GRADE 21 838.02(W)/ RE CE CASTING WITH / NV. 844.51 (SW) INV. 8.02(E) / /1 • +v�rtR C SED LID. ADJUST I y i CD ° _ 0�' J �yvl 1 \ o 0 1 3 U 0 F_ -1 TC 852.71 Y ` 2 i L J INV N 849.96 1 1 \ m , 1 a ° ` INV S 849.81 1\ 1 L 1 \ 1 � •> 1 QD o, c: 0 _0 CIL O O O F__ T 4.52 1 ` r X� TC 852.61 1 C 851.92 1 ' EX IN 49.17 LE J INV N 849.41 f N N 49.37 1 `\ INV S 849.41 V N 847.27 EX� \ 1\ ` NV 49.94 ` I V N 843 5 � X D i UP � -� - _ , ��TC 853.10 �� - 1 LEXJ INV N 848.75 Xd - _ ` 1 ��i INV E 848.30 .. r1 r 0 � 0 0 1 1W w 848.20 \ 854.22 D G \ o, INV. 844.50(N) - -I TC 8!5-?. 94 - w - i TC 853.11 �X _ _ INV E 842.71 a E INV. 844.40 EE - - - L J 7 LF F 8" pVC O 0.45 << ri O TC 855.05 EX N - ` % INV N 848.70 L J Cps - SD INV E 848.75 �'� _ _ ` - - - _ _ P - - N �f _ !--Pt AN >� INV S 848.70 ' _ -- _ =SAN - - L E ❑ - -- - - - -SD -- - -- N - 8_'PVC - -- U n - - �- - - - _ _ - 24 "RCP��p- - SA - - - SAN_ - - -- �-SA�d L- - - -- - - - - - - 12 "RCP - _ __ _ a - W] T U - -- ^ - -- UET UET U ® t - ---- WTR - -- _ _ X-1 TC 85 0� �� - -pE -- �OE� -- - -pE -- -- -pE - -- - -( - - -- -$1 _�- - WTR - - -- -�` ___ - 0 ++ �EX� TC 856.48 WTRu - �i� - - WTR J INV E 847.84 E - ATWTR -EA§EivFENf- WTR----- ��ITf�i/- rtssoth -- WTR - -- - -- WTR - - - - -- ® �® I INV S 848.04 INST.N08316560 INV W 847.89 - -- = :2 > I � N co 0 13 � 00 Lc) 0 L a) c) CD N o •Q Z © (U r 0 O cl) v O O � U ix N O CIO) W~ a 0 N LL CL? 0 ® © � N LU oLd W CNI--, oz z cD zJ - 'r- O � Q O /1 a a C/) � W N \ N >= Z W�Z"� 0) Ln E \U Ow" zC�l M o � t Q) Q , E m v/ C) - zm " Know what's below. -0 -� 0 call before you dig. � V) LLI 0 0 _j_� r__ 7 TC 854.03 L J INV N 849.08 LEGEND EXISTING 0 D H E> - - SD SAN - -- - WTR FM e 0 40 80 120 GRAPHIC SCALE IN FEET STORM CURB INLET STORM INLET STORM MANHOLE STORM CLEANOUT END SECTION SANITARY MANHOLE SANITARY CLEANOUT STORM SEWER STR. NO. SANITARY SEWER STIR. NO. STORM SEWER STORM UNDERDRAIN ROOF DRAIN SANITARY SEWER SANITARY LATERAL WATER LINE FIRE HYDRANT POST INDICATOR VALVE �o0 0 J� P C ,4qz _nom la N co 0 13 Z _ 00 Lc) 0 L a) c) CD N o •Q Z © (U r 0 O cl) v W D � U ix LU CIO) W~ a O LL CL? 0 El I WTR mm INV. 844.51(NE) / / WV ZADE WATER VALVE ,!• , :• RELOCATED / / / / - � GAS LINE TC 850.19 FIRE HYDRANT / y 214 - W \ / / / \/� / / ® INV. 846.50(N) . GAS METER - - _ GAS VALVE TR - .� \ p / / U E - UNDERGROUND ELECTRIC UE �t \ / ❑ E ELECTRIC UTILITY \ p \ \ �� / TRANSFORMER UT - UNDERGROUND TELEPHONE Ik � , \ \'� \ �O\� 6 ❑T TELEPHONE UTILITY O CABLE / \ -� CABLE UTILITY CURB INL TC:850.34 �� � \ - INV. 12" VCP (S): 846.14 �/' \ INV. 12" VCP (NE): 846.04 e,� O \ LIGHT FIXTURE / J O , \ O \ SIGN MAILBOX / RELOCATE EXISTING \ \ -� / r \ u -- EDGE OF WATER Wv LET, ADJUST CASTING \/ TO FINISH GRADE \ �` \ �-, A WROUGHT IRON FENCE GUARDRAIL �r'� "�Y� TREE /SHRUB LINE 'o - GENERAL NOTES �V / \ 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE \ EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITAW SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION r OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR r 1 r 1 \ CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. -A \ 6. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS. 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 8. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND r\ 1\ WITHIN 5 FEET OF PAVEMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10. ALL SANITARY LATERALS SHALL BE 6" SDR -35 PVC 0 1.059 MINIMUM SLOPE. ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. 11. ALL WATER MAIN /STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CARMEL WATER STANDARD SPECIFICATIONS AND REQUIREMENTS. 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE PROPER THRUST BLOCKING. F- 0 I V N O O F- 0 m W O I- U) o SHEET N0. C400 QJ W N co 0 > Z _ 00 Lc) 0 L a) c) CD N o •Q N .� (U r M CMO W D U ix CIO) W~ a LL CL? 0 ® © J J a a n LU oLd W LU oz z cD zJ W � SHEET N0. C400 QJ W J Q I-- an CIO) 0 LU 3: LU zJ W � Q W a a 'J a. � W z J LU >= Z W�Z"� L) Ow" zC�l M r v/ SHEET N0. C400 QJ W rn -o a) I_ x I 0 0 rol N O I N 0 N 6 :2 3. m X � V a E U cl Q) o E N ° Li U +j c O Q) c E O cn z rn � c +, +' O V) X ILL] o, O U Cn Nt x a) o a' m m m m O U N O r- a_ a I � O O N N r- Y J 0 m ° U '> � % cn � a X �U v) �o O O N � c O .U) X 0 CL w E +' 0 a E a) U 0 E 1: ° O U C O CO I (D � N CNI-, - p V) O N \ Q) �L 0 � r-- E\ U 0 L= 0 a) Ecnm 0 �;' / zm� �; x 0 0 C,4 O 04 r- O a- -0 0- Z3 E CIIIIIi 0 E 4-j Q) E Q) > 0 V) 0 4-j a- x c: 0 N x 0 Q) m m 0 rl- 0 -0 CD 0 V- 0 m •o > C) (n Q) C -0 •c) cn 0 0 0 V) X 0 0- x LIJ W C o E 3: 0 1 3: >1 E 0 E >\ 0 -F > cn co &; ro C3 c: 0 0 -0 c: O 0 Q) 0) 0 :3 j 3 :3 C() 0 U (D N < (n E M 0 z m (n -0 -0 C3 Q) > 0 :mow Uj 0 -'-' 0 >' U) 0 0 -i -i U 1- -- r T") tA t-5, - — — — 2.48 (0 c� I 100 1 0+ 2.34 2.312. 2.35 • 2.52 14 2.51 2.1 2. 50 ov L 2.32 • "N 2 V) -863 -bbZ X X 2.33 • fax 2.33 EOD 0 010 �0 00 866 CO X, co Z 88 0— 880 880— 880 880— 880 880— 880 0 LU z %I z li� Iz V) 3:: 0 W SCA z W LLI W (n 3:: z LLJ %.I 3:: LLJ LU 0I z V) 3c: 00 0 O 00 00 rn 0) V- 0 V) (0 6 6 6 le 6 6 6 0 0 04 U') C4 1: C4 0 1f) PI V) It) 74 0 C*4 Lf) ri Iq CIIIIi 1z CIIIIIi 0 00) 10 Lq r-t 0 ch 1* 0 co 1* 11 C) FOOD c; CIO 00 K) V- 0 F) 0 C; 6 6 6 LLI V) 00 co (0(0 Lc) co (0(0 (000 00 00 110 Go 00 00 00 co 110 (0 (0 (D Go 00 00 00 00 (0 (D (0 00 co 00 (0 2 00 00 04 co (0 co to (0(0 (0000000 00 00 r-- 1c) (D Lc) (0 CID (000 Go 0 65 co 00 6 Ui (0 (0 (0 (0 m ()DOD to co Go 00 (0 to (0 co co CID 00 00 to 00 00 00 OD • Zz 00 > > > »> > z f2) 00 > > > z z 00 > > > 65 N IN C-4 to in M N LO C4 'i -- c� C4 04 c*4 87&-- FINISHED GRADE' 870 870-- 870 EX. 870— EX. 870 870— 870 W F- ❑ FINISHED EX GRADE GRADE EX. GRADE GRADE FINISHED GRADE GRADE FINISHED GRADE EX. GRADE FINISHED GRADE 6 26 LF OF z O 272 LF OF 180 RCP 0 0.46% 12* RCP 0 0.38% 26 LF OF 860— 0 O 99 LF OF 860 12" RCP 860-- 0 0.38% 860 26 LF OF 860— 12" RCP 860 860-- 860 0 (10 19 78 LF OF LF OF 18" RCP RCP 120 RIC 0 0.51% 00.38 11 LF OF CD m 18* RCP 0 0.40% 0 0.40% 12" RCP LU N III V) m 0 0.40% 13 LF OF " W 26 LF OF 12 RCP 0 0.40% Q W �1 12m RCP 0 0.40% 85&-1 850 85 0 850 85J 850 85& t 850 co 0 0 cD co 00 Sri (c) Ui QD Ln (.6 LO 46 C� Ln (6 00 Lr) N .00 ,c0 0 (D rn (D Lr, sf V) CID (0 C4 00 :a) (0 co (Oto CID CID CO co (D (0 00 (0 (c) (0 COW CID 00 (c) (10 00 00 CID (0 00 (10 co 00 00(0 00 (x) (0 CO CO 00 co co co CID CD z LID 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 10+00 10+50 10+00 10+50 10+00 10+50 CD C) CN 2.48 TO 2,33 2,51 TO 2.1 2.50 TO 2.3 2.34 TO 2.32 CD CL CD C -r- CO N Ilk LO m LO co LEGEND ) ce) LL V r 00 D 865 EXISTING PROPOSED k. 00 INDEX CONTOUR LINE LL z tA CL 2.25 J 2.37 2.31 INTERMEDIATE CONTOUR LINE j 0 LU 0 STORM CURB INLET C2 0 (D -0 N t362 - 4 it rr 00 1 V.- Lc) 00 ❑ STORM INLET STORM MANHOLE 0 0 864 00 CD 01 e SANITARY CLEANOUT .. . ....... ds-I 00 I EX I STORM STRUCTURE NUMBER El cl) 880-- 880 880—, 880 SD STORM SEWER (RCP/HDPE) < um 00 (A pinq LI -862 863 W a 3: 00 co Z co to N 0 0 0 C4 0 cq LO 5 W 3: W 0 0 C4 04 0) 0 C! . . CID CID z 0 C4 5 0) L0 am cn 0 j\ PROPOSED 04 Ln CIO Go In p Q0 00 00 V) 00 U) ci 10 U') (10 co 110 co 00 LLJ LO V) 00 a. 12.241 RAIN GARDEN- - 00 > C) 0 dC- z 00 > 3:w �-: 0 LU Lu 7 Irk • C4 0 N K) If) Imm LU z W 870 N CV 870— 870 CIIIIIi C4 870— N 870 Z cn 87&- z Z 4-0 V) UJ UJ z z 00 z z W U) 00 c6 c6 Ln to FINISHED 00 z (0 00 00 Q0 - _ GRADE LLI W C4 FINISHED EX. GRADE > > z z N EX. o C4 EX. FINISHED AIDE GRADE z GRADE N GRADE IN EX. uml 0 GRADE FINISHED Fm z LU z _ 860 86 &-- 860 86&-- GRADE 860 LO W 860-- EX. GRADE z cn 21 LF OF 12" RCP 2 1 LF OF 4 122 LF OF 18" RCP 0 0.40% (Y= 180 RCP 0 0.29% 0 0.24% 26 LF OF 26 LF OF 25 LF OF 0 12" RCP U) 12" RCP 0 0.38% 12" RCP 0 0.40% 0 0.40% L 0 cn 85&J 850 85& 850 850--1 850 .1110 CIII! IN co 0 00 r- C4 CIO 0) co -0) V-) C4 to LO C4 00(6 Know what below. y. Ui LOL 00 co, 0000 (0 L 00 00 co 00 co, (DIED co 00 00 co CO 00 CO to 00 Ln Lo CO 00 Call before dig. IS H E ETA NO� 00 you 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+40 10+00 10+50 10+00 10+50 LID 2.24 TO 2.25 2.36 TO 2.38 2.29 TO 2.31 C403 GRAPHIC SCALES IN FEET 0 30 60 90 -i -i U 1- -- x 0 0 O 0 -0 00 n E C4 0 E Q) E 0 Q) c: > �5 0 Z co 0) 4-j 0 d- U) x c: 0 N "t X N 0 L- Q) z m m 0 4-j 0 a- 0 Q� q- 0 m F- 0 > (n .(n 0 0 iri 0 X C) a- W U) E 4-j 0 E C) o C 0 5 a- -F-j Nt cf) 00 a) n 0 c: Or- N O (n Q) Ln C) Z3 �-j E 3 :3 4-j cn 0 < cn E m 0 z cn > c) :3 0 -4-1 >, cn 0 -i C3 -i f cl Cb A <1 16, 11. �a; - it Colo- cp U0 4.0 PROPOSED 2.2 �; .� � ' I j , � `- , i - B48 op '0 DRY POND INV. 852.40 cp F2. 01 co dp 0- 2.54 4 558 C70 lb �0 8-57- - 2.46 2.53 - . V� I , , V -)o 2.4 861 J. .4 ON cp p . 7 cp ti_ 8 55�.� (JI r -�3 7-1 LA 00 2.47 2.2 857, N 852 c -860- cp (p\ 'A v cp cp 2�j 'Do C14 �s .0 0 Z 880- 880 880- 880 870- 870 880- 880 870- 870 0 Go z Fn 03: 8 LO > Uj LLI U') m V) 00 z V) z 1z A CA z Z z c*4 r, %-.1-%-W%-.0 0 r- c*4 c*4 > V) (6 V) 3: W 0 co N N N 0 rz c! z If) tc) r- Lc) (Do 0 ANN F= C) 00 c*4 U") 0) (6 (6 a; 't 1 -4 r C. ,rte 00 t6 Lei c - r- co ) Lei CO 0c) tc) (N O0 U) pr) * -* " 1* N 04 V) 65 V) d5 00 (00000 z tr) (000 00 10 00 Lc) 00 00 s q* qt v 00 00 Go 00 00 00 00 00 00 > z V »> 0> 00 (D 0 LLJ tn - - C-4 r- 00 It 04 00 0 0) XX N c*4 C-4 C14 Go N N N z C14 870- 870 870- N 870 860- FINISHED Bc>o 870-- 870 860- 860 C-4 GRADE LU EX. GRADE FINISHED FINISHED GRADE GRADE 0 • FINISHED EX. z GRADE GRADE EX., -x- 850 860 850- 850 860- 860 850- 860- GRADE 860 860- 29 LF OF 0 CD 12* RCP z 0 cn m 0- 0.279 �-EX. H -5 GRADE L) c,4 V) M 26 LF OF LU 12" RCP 32 LF OF 0 0 0.40X 18" RCP W W 13- a 0 0 0 78 LF OF 0 30" RCP 0 1.40% 117 LF OF 31 LF OF 12, RCP 4 LF OF 0 2.55% 12" RCP 12" RCP 0 0.4096 0 6.28% 840 40-� 840 L-- 850 84&-1 850 8 850- 850 85J 85J co N0 co 0 1,- 0 U-) r- co N N co c� T7 v) 11� 0 0 N 0 w 0 c6 U) 0 LCn to 0 4 q Z O 0 0 W o O o O a) o 00 0 00 O 0 0 o D CO 00 00 Z U� CD 10+00 10+50 10+00 10+50 10+00 10+50 10+00 10+50 10+00 10+50 11+00 0 N C5 Lc) c*4 0 CL 2.43 TO 2.44 2.46 TO 2.2 2.53 TO 2.54 2.27 TO EX 2.0 TO EX8 C) M cy) T- 4) M 04 ce) • ;5 = U r La 00 n C) 0 LU 0 a (0 i z- n D (D L0 (?D7 tO Q a. 00 00 OU 2.11 v C14 0 0 (0 LU q C0 cr LL V 00 0 0) / 64� 00 16 LEGEND CL z 42 .40 2.41 f 1W 2.31 "113 EXISTING PROPOSED to 00) /cp co 0 00 cz I EX61 0 W 7� 90 "t-s- L`,1 '6r OL)71 W co 11 Q Q 0 L), X7 INDEX CONTOUR LINE 07 2 00 .451 } 2.39 Ss Y ,,, ®, EX4 \� --749, INTERMEDIATE CONTOUR LINE 84 s • 00 Z- rA0 rWOOD- I V c=1 STORM CURB INLET 92 2.18 13 Ln -Z, DECK fin 100 n ❑ STORM INLET -)3 c -0 cp I (D • 00 -A 8bU- 0 00 1 0 SANITARY MANHOLE 0 L I I -p i in '613 0 0 STORM MANHOLE 0 00 U) 0 C2 e SANITARY CLEANOUT 9 880- 880 870- 870 860- 860 7-7 870-- 870 1 EX I STORM STRUCTURE NUMBER z El um Fm SD STORM SEWER (RCP/HDPE) 0 cn 001% WM V) z Zsw 0 3: (n 00 a co Ln co to 0 z U) U) U) C4 0 00 0) in 00 W r- CD 0 0 (n 3: z N: z C4 (:i moo q %_0 c7i 0 00-00 (D 6 0; OR � i 0 i am (7) 00 a) Ln to C4 0) r- 0 (000 co to In W 0000 IT 00 00 00 00 00 (0 co co 000 N 00 00 7 C6 tq Ui 1: r1i > F- lo �000000co0000 C-i z Lr) 00 ULI LLJ 13 OD z z z FINISHED C) Fm I= Ul) GRADE C-4 !>Z z Z F- C4 c� co cn c� EX. !>Z TL L . ­ ­ 'L L _ ­. - 850 Uj LU z z 870-- 870 860-- 860 850 C*4 RADE z 860- 860 a a JL W FINISHED U GRADE FINISHED W EX. GRADE RADE Z LLI 0 L) Z EX. 619 LF OF FINISHED z oo W GRADE 12" RCP GRADE LO 0 1.08% uml V- EX. 850- 39 LF OF 850 840 840 GRADE 860- 860 3: U 34 LF OF 15" RCP 85 1 850 120 RCP O 0-3896 z 7 LF OF 0 0-39x 12" RCP 0 1.96% LO 23 LF OF RCP 6 N 12 0 LF OF ', 0 0.40X 12m Rp O U) 0 2.17c X Fm 0 cn 830 84 840 830 850--J Kw 84&--J 840 Ln C4 Know whatyr. below. 00 0) Iq Iq 00 co SHEET NO. N C4 00 Ln -.0- Call before you dig. • to 1* t , 00(0 to 00 W o ci 0) CO 00 c0i 00LQ0 co 00 co U) 00 OD co 10+00 10+50 10+00 10+50 10+00 10+50 11+00 2 A Q T n 2 a-8; 2.41 TO 2.42 2.18 TO 2.23 10+00 10+50 GRAPHIC SCALES IN FEET C404 2,14 TO EX6 0 30 60 90 " to NOTE: 10 WHITE VARIES 1 8" ALUMINUM PANEL -� BLUE JOINT APPLIED ANTI - SPALLING NT _ a 5 JOINTS SHALL BE CUT z _j 5 w g o WITH A JOINTER HAVING A z J Q 0 S�REEN PRINT SYMBOL TOOLED CONTRACTION JO COMPOUND EXPANSION J01 BUILDING ORS SELECTED 1/4" WIDE, MIN. 1 1/2" DEPTH J RADIUS OF �4 AND FILLED -, I- �O �� COL 6x6 - 10/10 WELDED FACE �- w WITH JOINT ILLER. BY LAND ARCH. _ 1 8„ 1/_ROUND 1 "RADIUS TOOLED 4" CONC. SIDEWALK W J / / EDGE / WIRE FABRIC _ o vwi W_ o Q O oo 6x6 - 10/10 WELDED BROOM FINISH EXPANSION JOINT -' M z 5' -0" BETWEEN z Q� . .,.' :., r, • , . ,e . - WIRE FABRIC �,_;_,,�, ;^;��,•,� `:,� ;''a�- �,.1`. - 1 /4» / FT. '`� ®BUILDING W CONTROL JOINTS O N Q DISABLED SYMBOL g O •' •;'::.:• PAVEMENT 44•. •••, • ,••1 �,• G LAW- • 49 :• FLOOR SLAB 20' BETWEEN EXPANSION JOINTS MAX. V) NOTE: ONE SIGN MUST Ill - `'•' 6x6 _ r HAVE �vAN ACCESSIBLE" : • 10 /10 GRANULAR -1Tf - • + WELDED n NOTES . BACKFILL�u:: ,;' WIRE FABRIC - - - --- j s s�sararx>;w�r>act�o+�► 2" SQ. ALUMINUM POST •• _ = 4 GRANULAR FINISH AS PER SPECIFICATIONS " 6" - I I N i ' ` BACKFILL (� r5 for�roovedieta�a 8 g SLOPE CONC. 1" ABOVE & COMPACTED SUBGRADE ' ' -- J 4.: fir. » CONCRETE WALK SECTION Sce sEandard Draw+rg E 6r04-.rvNCEt -02 FINISH W/ STEEL TROWEL " : ', ''. , r •.. 6 �• fare t,�,t>ad eabtewar�ir,g- FINISH GRADE 4 REBAR CONT. AT ; .:• " ��� I ;COMPACTED AND WELL NO SCALE TOP & BOTTOM „• • 4 GRANULAR DRAINED SUBGRADE S•o Suing wd Dm kV E sa s•swCR-02 ••' ' BACKFILL t - I t Y • ' 4': for ar"nats curb cormttudkwt 1.) CONTRACTION JOINTS TO BE I I - _ A MINIMUM OF 1 1/2" DEEP I a•'•' . ': . See8tandardDmwi.•nE844- Mr-R -Ot COMPACTED AND TURN DOWN SLAB j, " .•m..•��,� �.+� _ 2.) SEE CONCRETE WALK SECTION FOR _ " WELL DRAINED = » 1' -0" BELOW GRADE APPLIED JOINT SEALER 72 i •e+ ;_ .w , '2 1 Gs+►otnl NOxea rea�>odi. ; I ao LOCATION OF JOINTS. $ee Standard �ra� E W4 -SftR- t EARTH - �� SUBGRADE 6 ON OUTER SIDES PROPOSED TOOLED EDGE Z ----- - - forto;calrMwnsVuchmduW 3.) FULL DEPTH SEPARATORS ARE NOT 6„ 3 BUILDING 7� - - PERMITTED EXCEPT AT EXP. JOINTS. CONCRETE FOOTING CONCRETE STOOP DETAIL '-► a 1/2" PREFORMED III ' 0t+oT-0 4'-0 0tos -0 (ADJACENT TO SIDEWALK) EXPANSION MATERIAL INTEGRAL WALK AND CURB :: S '� ' SIGN NO SCALE NO SCALE .d o a DISABLED PARKING EXPANSION JOINT TO CONCRETE NO SCALE w BOTTOM OF PAVEMENT I I 10' OR FULL PANEL _ METAL CA 1 " WELDED CAP TOOLED CONTROL EXPANSION JOINT AT SECTION B-B REQUIRED JOINT 1/4" WIDE, NUT W/ 6x6 - 10 10 1 /8 " -1 1 /4" DEEP SAWED LOCKING MIN. 1 " DEPTH WELDED WIRE FABRIC BUILDING DETAIL 4'4 Skapa421 FLUSH WITH SURFACE STOP �r _, {� o,> WASHER APPLIED ANTI - SPALLING BROOM FINISH NO SCALE 2'-0 114,IANA WIARTHENT OF TRANSPN� AIION - COMPOUND 6x6 4 4 WIRE MES C I SIDEWALK CURB RAMP / d/4 6" STD. STEEL ROUND • ., • , r• - - - - HEAD BOLTS `-�'•*`��^'�'` -�'^ `'"_` - - Pavwrmt TYPE A .. 'a, ' :.... ; ' • •� . .1 • W SEF>sERZac>s ..-= : ' '; PIPE PAINTED o "�• -t-^• �t •f STA.40AFMCWAWNGNA.E 804 -MCR-03 . �, y• +���: :: :. 5 . a I �O O O.O O •o W °4.. -� in b0. ° o� ° b ° b ° b0 ob° • ebO °° TOP OF CURB ELEV. �O' °p�• O ' O O'O O ° O' SEE GRADING PLAN Q r "� �' y SLOPE CONC. 1 w 3" O.D. PIPE 4" GRANULAR ° °• pletarmed i0klt frier .. r(� .: • . • •'' ABOVE & FINISH W/ - - - - - ° "E m ,�_ CONCRETE SLAB WITH A SIMILAR BACKFILL = _ " SECTION A -A sssrf�•rLA> a� STEEL TROWEL _ COLOR FINISH -I I I �I I I I I� I I- III -I I- 6 CONC. CURB 1 _0 \ • OW I o COMPACTED AND I �I I III I I =I I I=„I I I- " N CONTROL JOINT PAVEMENT 1 " 0 I SLOPE TO DRAIN WELL DRAINED NO SCALE - CONC. SUBGRADE NOTES: PAVEMENT Z : OR 1 /4 SLOPE 1.) CONTROL JOINTS 5'-0" O.C. MAX. OR GRADE •' :. PAVER PER FOOT . •. - _ : a . : 'a , . ; I I (SEE PLANS FOR ANY VARIATIONS) CV e z i3. �> tt x L FINISH • , . . b ,. .,1 "R r GENERAL NOTES_ s.a3 s l,. CT,I �� %, s 1.5" HMA #11 SURFACE - �d• : o : •• 2.) EXPANSION JOINTS 20' -0" O.C. MAX. - 2" HMA 8 BINDER I `•. I I ••; . • i The=zedime�nearebe�d�aa in. arta �� _.� # (SEE PLANS FOR ANY VARIATIONS) PAVEMENT � o shall be rtior>aily 2�J+isted • . - M O CD r V) � Ln They 7-0 far other cab tlovits P r-o , 3" HMA #5D BASE _ ••. ' __. aagebra:Caifreronce " a� CONCRETE CURB END TAPER z wt,r,re sIW tr iity pmdudse wnairucbon t 1% may be monciribc wiI!h 7 # 53 STONE CONCRETE WALK D ETA I L ~ � r cot >; . V CV m to wkM � suich width CLASS "A" NO SCALE W "' ! _ 4" 2 STONE ' ' deceasedtuarnirwnum of Y-0. - _fir_,,__ _� J,-_ CHANGE �F GRADE = III -I I # 12 CONCRETE O � Q _ . _ ; .. : ,., co " NO SCALE -7 W p The bottom edge of the awt ramp shalt be -� I I -� I I= _ =III= ' I I I Lr w a W lush whb tine e30e of *400 nt Ravened M s 2• z° -�-__ r_- a 3•r -Iii ' ' � - I I I - COMPACTED SUBGRADE 2 p I p„ Q a and gutter rue. ?'QO I.ED fZ/SS/ /V [s I_and'mgarea 0fttnpcICwbramN0A DETCGTA6LC WARNIN( � DIAMETER DETECTABLE WARNING ELEMENTS A hav8ma�dmmisnaass aso:tin ASPHALT STOP SIGN DETAIL VARIES APPLIED ANTI- SPALLING PER ADA. REQUIREMENTS _ mw ELEMEWr' RIGHT-OF-WAY POST y y y y y Y y y y y y y L W y y y y y y y y W au , ;,, ,�.by�„se, DETAIL OF RAMP GROVES COMPOUND W y y y W y y y W 4 t4r`I&V stopo of S0: i in arty &reiiotr the -- G N O SCALE :.' 4. TOO ,LED CONTRACTION JOINT SECTION - 1 "RADIUS TOOLED W W y W W W W W W 'GRASS W W W W W W W W W W W W W slope perpe T=Iartotheaubticestead!rM TYPICAL PAVEMENT - 1/4 WIDE, MIN. 1 1/2 DEPTH exzeed 50:1. QetPCIR a -- f DETAIL cD .: ' 1 " ROUND EDGE d d d • a d SMENALK tz: t s I NO SCALE NO SCALE } 8 / FT. PAVEMENT �, • O O Uif situ ar�twdy predades won to � loelw t wb ; •!.. d . ... : , • , a 4 • 0.040. v ° Z the width shorn, the larx0gg w4M maybe - - ` -- -� Q deg eased to 3'-0 mai>inirn. The rtsrit�ing ��` RAMP PAVEMENT °; • ' : • ° < \ J __ __ ,L CONTROL JOINT <\ 0 '� d 00 slope of the 3r- may bee n to - �__ �� si• a ••�-. `°r, ~�r� - ��-^.� •- -� �„ `gin• -- -.. • • ' ° ' J- /. f8T11p Y steep wed •-•-�� .•' r.. ',. d t e'• ° d. ° °' R ° v, ,V /�� C " " - •,• ••e. d .•�.�• •,d �• *d.. • •SIDEWALK •�t ° 0 0 0• • ed. d °.,d ° W w \\ amm6rnurrrofi0 :ttaamwemt¢tr6in.nee.�__� _-__ - s °to 'F PRECAST CONCRETE PARKING 1/4 , 1 1/4 DEEP 6x6 W2.9 x W2.9 WELDED ± l 6x6 -10 /10 d \ v \ ��- ?� ( o b'p�forr�a;ards�r I"a ? BARRIER WITH 2 - #3 REBARS WIRE FABRIC WELDED WIRE °� d'd CJ° O O v ° �' '• ' *. USE 4000 PSI CONCRETE APPLIED ANTI - SPALLING BROOM FINISH ° :• FABRIC O O °� d d.' d''. w > Z $. Drairtafle idle should E>& located uphill oar curbrarri to at > r RAMP SURFACE CONSTRUCTION fa Awl CURB, BUILDING, EDGE OF COMPOUND a a d o ° ° ° SIDEWALK° o . ps provers puddles p _ ES i ' 9. � _ _ _ • d ° d � ° a Q O' O RAMP ° d . (J v N p O) Of trav�+i PAVEMENT OR STRIP •: e '• d. to ° tz: s #, 5 REBAR =^e; ..:.,� --«- -, -;.,, - GRANULAR _ v b . 12:1 (MAX) d •O Ln 7. SeeStandardamuvE 604 - MICR -l3for lope 12:1 o 1 -6 LONG •. °..: �', :,; � REINF. PLACED AT BACKFILL ( _ d O O' O e � o Q ti t` knpr°vedscrwaannamvwsidewalks, �• '• •' •' 4 ' 1 3 OF CONC. THICKNESS J }• : �•• o t� dj r raAV�l��rfT _ WITH 3/4 � / • O • • • .. •. • • . ' 4 8. Oitfer,anoe in grade between the base ao � � � � HOLE CAST �� � ` 6., � . J�'.... '� CV INCIAVA QEPARTKN'r or wmiisp02TATidN ••' • PAVEMENT PAVEMENT GRADE 1n _ of arrb ramp and the gutter rd>sN be limited to lass than ++%. ifitls not pradical,a2.Owide -""�- SIDEWALK CURB RAMPS 4" REBAR CONT. AT °� : a' WALK ® PAVEMENT GRADE LA �"� '� -r � Ievet strip shall be provided. See detah sketch. I04mbuchon of curb if GENERAL NOTES & DETAILS • ' sepanftd fmm ramp TOP &BOTTOM 1` C/) � SEY7�lt9�R Zoos » ' s, Win num recar;mendea width of curb ramp B 4• -0. STANDARD DRAWING No. E 504- SSMR•02 1 BEVELED '� � � • `• '�� PLAN VIEW EDGE - - - - 1. CONTRACTION JOINTS TO BE - Y...... #53 STONE i- _ - I ) ko. rovt_t:D iZf66;t,)(, Si, -•'�u� E3E t`a i ' '" ° ; 4 CONTINUOUS - III =III = III = III = III =III -I I, ; ,I A MINIMUM OF 1 1/2- DEEP NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF Cx PEPIerDiGt3LHfz- I'6 t7�E 'a NO.� ��_�r_v.r�.. va?a • �5x,2_Q g7so - �•�•�;�.. ' -� � - III - III - III - III -III- ' _= . SEE CONCRETE WALK SECTION FOR = RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A z� ._.�� a 6 NOTES: 2) ' I HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF DIt GTto�i OF T�r\je -L- T� ALTERNATE CURB CONSTRUCTION ;�:s ���F (VAIN - ;• -y_- "� �0' „ COMPACTED & WELL LOCATION OF JOINTS. _ " a 3 Coss Raw ,E ` �.t• " 1.) CONTROL JOINTS 101-010 O.C. MAX. DRAINED SUBGRADE 3.) FULL DEPTH SEPARATORS ARE NOT " 3 NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING W _m .�.�E. �4OLVA f Gt�T�Wt4a- �Ig (SEE PLANS FOR ANY VARIATIONS) 60' -0" O.C. MAX. PERMITTED EXCEPT AT EXP. JOINTS. 6 SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT. 2.) EXPANSION JOINTS cc (SEE PLANS FOR ANY VARIATIONS) THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF LL CITY OF CARMEL � SECTION A-A THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES ® a N 6 CONCRETE PAVEMENT SECTIO SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR � J Q ADA RAMP DETAILS PRECAST CONCRETE WHEEL STOP NO SCALE SOUND -ON -CANE CONTACT. O W NO SCALE d ° ° :. /( z TOOL BOTH SIDES OF APPLIED JOINT SEALER LU �.. d v. da' d EXPANSION JOINT 1/2" PERFORATED " Q d O d ° O ° d, e EXPANSION MATERIAL ° 0 A° A v.'e 11 I O p0� d.° °' .:. ,v �� .• t ' i.',, '. •• ti ' . r . • •: �•, • '•`w ,° �• • • ••• I • •.: LNLI .. °' ° e' ' ° I . d �Q� MINIMUM CLEAR i.: ...:. �r'' fir'•: ..• '' • •''• • 4 AREA (PAVED) - - - - - � CONCRETE SLAB SECTION B -B 3" ° I BOTTOM OF PAVEMENT TYPE PER CARMEL DISABLED RAMP WITH MULTIPLE Q I REQUIREMENTS z 2" EXPANSION JOINT DETAIL DISABLED STALLS ALONG A WALK DETAIL 2 NO SCALE r NO SCALE J 40* C11 4 -� (TYP.) 24" 30" 24" �- ' I' -- I 18" M AXIMUM SPACING OF TRANSVERSE EXPANSION MIN. x (TYP-) (MIN.) MOUNTING O H ►� (MIN.) • 4 z I OINT W N � SURFACE LL1 50 TOP OF CURB � Lu W J " 7.5 W Z Z NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL ° ' • '. :A. d . D TO CONTRAST WITH BACKGROUND. • . •• • •- °. � SYMBOLS ARE REQUIRE .,''•. :..� .,'. •;�•• ' ,'' , .;. .. ....•...•:,'• ,...., .,. .•- ., .,. FEDERAL STANDARDS 595a) DOUBLE 1116, COLOR N0. 105090 IN O PAVEMENT • BOTTOM OF � Z COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIB�RL Y BICYCLE RACK TYPE & CURB � W - - CODE AND THE AMERICANS WITH DISABILMES ACT CR TRANSVERSE EXPANSION TRANSVERSE CONTRACTION J PARKING LAYOUT JOINTS (TYP-) JOINTS (TYP.) - _ NOTE: z I- DISABLED PAVEMENT SYMBOL NO SCALE WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD NO SCALE BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER SHOULD BE W O V TIED TO THE PAVEMENT BY 1/2 ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE � Z PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE o PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 50 FEET. CONTRACTION o JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. O W r MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING IS 10 FEET ON TANGENTS AND 5 FEET ON RADII. U z O CURB JOINT DETAIL - NO SCALE ■ GRADE AS PER /GRADE AS PER PLANS 1" H.A.C. SURFACE (n PLANS 1" H.A.C. SURFACE 2" H.A.C. BINDER 3" H.A.C. BINDER • °• • °. • °., • °. , °,. , ° °. , °,. , . ,° . 2" COMPACTED AGGREGATE #53 • • °. , ° °. °. °. p °. p . •, . o,o o,o ° o• ° ° ° .0 0 0 0 0 ° g• ° 4" COMPACTED AGGREGATE #2 3 COMPACTED •00 0 °'O °o a °•o °• ° o °.o ° g• ° ° °a.° •° °a.° o,a• AGGREGATE #53 III- = I I I =�_ p. 00.0 o O o .O -_ o • o•o III- l _ = I•II =1 5" COMPACTED = l- �- I COMPACTED SUBGRADE SHEET NO. -I II I- I- - - - l . _III l l -III =� - -III � I I I I � l I I � -1 =I AGGREGATE #2 COMPACTED SUBGRADE REGULAR D UtI( ASPHALT PAVEMENT SECTION - TYPICAL HEAVY -DUTY ASPHALT NO SCALE C6 PAVEMENT SECTION - TYPICAL NO SCALE a BUILDING WALL AND /OR CITY OF CARMEL CONCRETE CURB POLICY � �Q OVERHANG 1)General (2 ) All spongy and yielding material that does not readil y 4)Concrete Curb iii ) Preformed ex p ansion joints shall be placed Q� at I A)The work subject to the requirements of this policy shall compact shall be removed from within the slope stake A)General intervals of 50 -feet or less, at all castings, the QQ� �Q limits prior to embankment operations. i This work shall consist of placing concrete curbing on beginning and end of all curb returns, the end of each 5' -0" MIN. OR include the production, hauling /delivery, excavation for, p p ) P 9 g SEE NOTE #3 placing, installation, jointing, curing, finishing, and other 3 An pronounced depressions within the sloe stake prepared soil subgrades or Aggregate Bases in days work and where abutting existing construction. In !! �I 1ja' P 9. j 9. 9. 9. () YP P P P P 9 Y 9 9 Q Q work necessary to prepare foundations and soil subgrades, limits resulting after clearing, grubbing, scalping and accordance with Section 105.03 of the Standard addition to these requirements, expansion joints in Q► 3" TOP SOIL- I .�,� � install aggregate bases and install concrete curbing within topsoil removal shall be refilled with suitable material Specifications. integral curb and sidewalks shall be located at the same Q fl X11 B TRANSFORMER property within the corporate limits of the City of Carmel and compacted in accordance with Section 203 of the ii)Concrete curb shall be constructed on prepared soil location as the expansion joints in the adjoining sidewalk. P 7 L M PAD and existing or proposed right -of -way. Standard Specifications prior to embankment subgrades or Aggregate Bases to the dimensional F)Finlshing and Curing GQ �a '� `� ' ,�DDDDDD,DDrl1 : B This policy shall be the basis for acceptance of the work operations. � ''� COMPACTED BAC�YfIU - - - ��, ) P Y P P standards of the applicable City of Carmel Standard i) The concrete curb shall be finished and cured in N• ' ulTILIMNCUS PA'�EMENT E by the City. Failure to adhere to the requirements of this (4) Prior to the construction of any embankment, the Details or in accordance with the curbing details of the accordance with Section 502.14, 502.15, 504 and FRONT SIDE policy may result in non - acceptance of the work or other original ground surface within the limits of the slope approved construction documents. 605.04(f) of the Standard Specifications. U remedies outlined in this policy. stakes shall be leveled and the upper 6- inches shall iii Materials used in the production of the concrete for ii )Curing compound shall be applied to all exposed • , CLASS "A" C)Workmanship, materials and quality of the work completed be compacted in accordance with Section 203 of the )the curbing shall be in accordance with Section 605.02 )surfaces on P slip-formed concrete curb. For formed HIGH VOLTAGE 12" ! shall conform to the 2006 Standard Specifications of the Standard Specifications. of the Standard Specifications. High earl strength concrete curb curin compound shall be applied to all c� s" CONCRETE i 7' CONCRETE FILLED 6" STEEL POST P 9 Y 9 9 P PP +�INIrauM t APPROX. LOCATION Indiana Department of Transportation (hereinafter referred (5) Embankments shall be shaped to be well drained and admixtures may be utilized but shall not be considered exposed surfaces including sides after any forms are T, FRONT z OF H.V. BARRIER 4 -0 ABOVE GRADE, SET IN CONCRETE. I Q v OF PAD z SEE NOTE N0. 2. to as Standard Specifications), except where deviations are shall be protected to prevent erosion. in waiving any requirements of this policy. removed. `>1 allowed or specified herein, or variances are granted. (6) Loose depth of each embankment lift, final iv) Equipment utilized for concrete curbing installation iii) The concrete curb shall be allowed to cure for a � 1 [ z o NOTES: D)Where the minimum standards of any other governmental compacted depth, compaction method and compaction work, including but not limited to production, minimum of 5 -days prior to commencing backfilling I ���� �� I 9 j requirements shall be in accordance with Section 203 hauling /delivery, placing, jointing, g operations adjacent to the concrete curbing. LOW VOLTAGE 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON agency havin concurrent jurisdiction exceed these q lacin installation, ointin ,curin , NO SCALE FRONT SIDE OF PAD. standards, the higher standards shall apply. of the Standard Specifications. finishing and miscellaneous /ancillary activity shall be in G)Backfilling PAD BY I.P.L. 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS ) P 1 E)If any plan or other note or specification on the approved C)Soil Subgrades accordance with Section 508 of the Standard i The spaces adjacent to the concrete curb shall be TO PROTECT TRANSFORMER WHEN EXPOSED TO construction documents exceeds the minimum standards of i) Subgrades shall be installed on foundations constructed Specifications. backfilled in accordance with Section 605.04(g) of the Z VEHICULAR TRAFFIC. this policy, the higher standards shall apply. in accordance with Section 2(A) and Section 2(B) of this v)Concrete production, mixing and hauling /delivery shall be Standard Specifications only after the concrete curbing is b NCTFS: INTFGRAI CURB K4711­1 'OHCRFTF •AVFMFNT AND /OR S:DFWAIK SikI BF SMILAR SHAPE 3. IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL F)Nothing contained herein shall be construed as prohibiting policy and only after the installation of all utilities and in accordance with Section 502.10 of the Standard inspected and accepted b the Engineer in accordance A_L WORK ASSOCIATED 'A4TH THE .NSTALLAVON Ct THIS CURBNG PLAN VIEW ) P P Y 9� F) � OR OVERHANG, THE MINIMUM DISTANCE SHALL BE the design and construction of improvements meeting subsurface drains indicated on the approved construction Specifications. with Section 5 of this policy. _ SHALL CONFORM TO TflE LASTFST REVISION OF 11t CITY OF CARREL „ 10' FEET. higher standards, nor as discouraging petitions to documents to be located under the pavement are vi) Installation of the concrete curbing indicated on the ii Backfillin operations shall be completed prior to opening > � 6 THICK CONCRETE ) 9 P P P P 9 W CONCRETE CURB POLICY. I „ 1 1 /2" MAX. 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. appropriate governing bodies for variances for alternatives completed. Trench backfilling work of these installations approved construction documents shall be completed in the area to regular construction traffic. ! 3 MIN. TRANSFORMER PAD which can be supported by advances in technology and shall be in accordance with the City of Carmel Trench the same paving season. P 9 ... GRADE 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY 5)Inspectlons are approved by other agencies with concurrent jurisdiction. Backfilling specifications. B Pre aration I COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 . ) P A)All materials furnished and each part or detail of the work ... ... . . .. . 6. METALLIC CONDUITS SHALL NOT BE INSTALLED IN G)AII work shall comply with the requirements of Section ii)The subgrade shall be shaped to the required grade and i The soil subgrade or Aggregate Base shall be subject to will be subject to inspection - - ,u > I ) 9 1 � p per Section 105.10 of the 105.03 of the Standard Specifications. sections, free from all ruts, corrugations, or other additional roof rolls in accordance with Section 203.26 Standard Specifications for the PAD MOUNTED TRANSFORMERS. P p purpose of ascertaining I H For the purposes of this policy, where the term Engineer irregularities. ularities. P P P Y 9 9 of the Standard Specifications just prior to placing the that the work is in substantial conformance with this policy CROSS SECTION 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING is used in this policy and the Standard Specifications, it iii) The subgrade shall be uniformly prepared, compacted HMA courses in accordance with Section 2C(v) and and the approved construction documents. ELECTRODE CONDUCTORS SHALL BE CONNECTED AT shall mean: and approved in accordance with Sections 207.02 3D III of this policy. Unacceptable areas shall be B The Contractor shall notify the Engineer a minimum of PAD MOUNTED TRANSFORMER LOCATIONS. (� �) P Y• P ) Y 9 a)The Carmel City Engineer, staff of the Department of 207.03 and 207.04 of the Standard Specifications. corrected to the satisfaction of the Engineer before 48 -hours in advance of commencing an work subject to 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 9 9 Y 1 Engineering, other personnel employed by the City of iv) Subgrades shall be inspected and approved by the placement of any concrete curbing. the standards established by this policy. 9. THE TRANSFORMER SHALL BE READILY ACCESSIBLE Carmel, or authorized agent(s) that may be retained to Engineer before any aggregate base or concrete curbs ii)AII displacement or rutting of the soil subgrade or C)The Contractor shall schedule proofrolls with the Engineer O ELECTRIC UTILITY COMPANY. represent the City of Carmel. are constructed. A proofroll shall be conducted in Aaareaate Base shall be reoaired prior to Dlacina a minimum of 48 -hours in advance of such oroofrolls- 24" 24" " PW 6" 18° 6" 18 3" TOP SOIL 3" TOP SOIL Tom- r---c r - c�-- -� STOCK NO. KVA WT. A B C D L M N KVA ii)The Hamilton County Highway Engineer, staff of the accordance wan section LU.S.Lb OT the Standard concrete curbing. D The Contractor and Engineer will conduct an inspection of Hamilton Count Highway Department, other personnel Specifications. Unacceptable areas shall be corrected to 9• ) g' p Y 9 Y P P C)Weather and Seasonal Limitations the new concrete curbing for any damage, including em to ed b Hamilton Count or authorized agent(s) the satisfaction of the Engineer before the placement of employed Y Y� i) Concrete curbing shall only be placed in accordance with freezing or random cracks. The inspection and all that may be retained to represent Hamilton Count any Aggregate Base or concrete curbing. Y P Y Section 502.11 of the Standard Specifications. There necessary repairs shall be completed prior to backfilling v At the discretion of the Engineer, Sub grade P Highway, depending on the location of the work. ) g' g de that has shall be no provision for installation below the operations. li Authority of the Engineer over the work shall he ner satisfactorily passed a proofroll, but remains uncovered +omnorn +iireepcnen;f,&A F1c„mnl;nn ring +o� +;m^ „f 1703 -506 150 -300 5800 75 80 44 15 1/2 9 15 19 1/2 150 -300 LU Q 1703 -507 1703 -507 10 100 84 84 44 20 9 15 19 1 2 / 500 -1000 1703 -508 1500 12,600 84 84 48 18 9 17 23 1 2 1500 -- - - - - - - - -- r- �...1•r,.,1.....1.,.. .,x.,.,111.,... ��.,..111r1111y V11.J UVr 6111y v1 111Vw11V17, cyu11J111c111 v1 •1 "R: ' " 2 "RADIUS ALL DIMENSIONS ARE IN INCHES Section 105.01 of the Standard Specifications. or a period o calendar days prior o placing ii)No mixture shall be placed on a frozen subgrade or construction work may be required at the expense of the • 2-RADIUS I .. I Aggregate Base or concrete curbing or is subject to a 3/4" N '° 3/4" J)Prior to commencing the work, the Contractor performing Aggregate Base. Contractor at the discretion of the Engineer for the ° measurable rain event prior to placing Aggregate Base or O _ �. :.: ; ... the work shall contact the Engineer to schedule a iii Under no circumstances shall concrete curb be purpose of ascertaining that the work is in substantial CONCRETE PAD FOR THREE PHASE concrete curbing, shall be subject to additional proof ) Z conformance with this policy and the approved construction CLASS 'A" s �` :CLASS "A"' `:.;•:�' N pre- construction meeting to review the Engineers rolls prior to placement of the Aggregate Base or placed between December 15 and March 30. P Y PP construction requirements, staff notification requirements, iv If a soil sub rade or A re ate Base over which documents. Sampling and testing shall conform to the M ., . M TRANSFORMER 150-1500 l�VA ...: CONCRETE' : '' ,`. CO / CONCRETE '~ concrete curbing. ) 9 Aggregate requirements of the sections of the Standard S N ` `° , . required inspections for certain stages of the work and to q Specifications COMPACTED r ' - ''' !.:=, COMPACTED) q p g 3)Aggregate Bases concrete curb is to placed, is placed and approved by "�' NO SCALE review the authority f the Engineer as it relates to the applicable to the portion of the work suspected to be BACKFILL BACKFILL work. y 9 A)General the City prior to November 30, placement of the concrete curb will be allowed up to December 15, non - compliant or as directed by the Engineer. i) This work shall consist of placing a compacted F Where the Engineer determines that is necessary to O K)Under no circumstances shall work subject to the provided that the ambient and soil subgrade or ) 9 rY � �- Aggregate Base on a prepared soil subgrade in confirm compliance with standards of quality or thickness, Z USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS standards established by this policy commence without Aggregate Base surface temperature complies with the P � q Y O � � accordance with Section 105.03 of the Standard U) obtaining approved construction drawings by the City of requirements of Section 4C(i) of this policy and the concrete curb shall be cored and tested at the expense of F- m Carmel De Department of En Engineering. Specifications. the Contractor. The average thicknesses of the curb must C) N COMBINED CURB AND GUTTER TYPE ll P 9 g' paving contractor pay for the services of a full time w � L) At the sole discretion of the Engineer, p ii) Aggregate Base materials shall be in accordance with equal or exceed the minimum prescribed by the approved the portions of this construction inspector and who shall act as an � LLJ policy related to inspections and testing of work subject to Section 301.02 of the Standard Specifications. construction documents. O � NO SCALE P y P 9 iii) The Aggregate Base material shall be obtained from authorized agent of the Engineer. The Engineer shall G)Such inspections shall not be construed to relieve the the requirements of this policy outside of the right -of -way select the construction inspector. � Q W shall be determined at the re- construction meeting. a Certified Aggregate Producer in accordance with developers' engineers or contractors in an way from their P 9• Section 917 of the Standard Specifications. v)If the ambient and soil subgrade or Aggregate Base P 9 Y Y a p NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE M) Dimensional and other standards for concrete curb shall P surface temperature complies with the requirements of obligations and responsibilities under their contracts. be in accordance with the City of Carmel Standard Details. iv) The Aggregate Base material shall be handled and Specifically, inspection by the Engineer, or by retained ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING Y Section 4C(i) of this policy between April 1 and April 15, transported to, and on, the work site in a manner that engineers or testing agencies, shall not require them to N Under no circumstances shall material other than Portland concrete curb shall be allowed to be placed on an SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL � minimizes segregation and moisture loss. assume responsibilities for the approved construction Cement Concrete meeting the standards established by this approved soil subgrade or Aggregate Base provided that CONCRETE CURB POLICY. policy be utilized to construct concrete curbs within the v)Aggregate Bases shall be constructed on approved soil the paving contractor pay for the services of a full time documents, for any misinterpretation of the approved PAVEMENT corporate limits of the City of Carmel. subgrades and to thicknesses equal or greater than construction inspector and who shall act as an construction documents by the contractors during CITY OF CARMEL those indicated on the approved construction documents. construction, or for the means and methods of O�Jnder no circumstances shall extruded type curb be authorized agent of the Engineer. The Engineer shall installed within the corporate limits of the City of Carmel. B)Temperature and Seasonal Limitations select the construction inspector. construction, nor for safety on the job site. ap COMBINED CURB & GUTTER 2 Foundation i) The Aggregate Base shall be placed in accordance with The Engineer reserves the right to suspend all H)Work identified to not meet the requirements of this TOPSOIL � ) ) 9• 9 P ca N the temperature limitations of Section 301.04 of the policy or the approved construction documents, �p _ _ A)General Standard Specifications. concrete curb placement operations if, in the opinion of unacce table work whether the result of poor o (TYPE 11) ' ' III =III =III- i) This work shall consist of the construction /preparation of P the Engineer, that prevailing weather conditions and /or workmanship, ' damage through Z ii) Frozen material shall not be placed. p use of defective materials, _ co co _ III =III -II the foundation in accordance with Section 105.03 of the the condition of the Subgrade and /or the Aggregate > - I _ iii Aggregate Bases must be laced and ass roof roll carelessness, or any other cause found to exist prior to _ .III = III -� - Standard Specifications. ) P P P Base may result in substandard concrete curb placement, o -� -� �- ao prior to November 30 in order to allow paving in the final acceptance of the work shall be removed V t/1 0 ii)The foundation shall be prepared in accordance with P P 9 curing and finishing. immediately and replaced in an acceptable manner at the U) N 1. 24" 24" �, ; �� I� ; l Section 605.03(a) of the Standard Specifications and the accordance with Section 4C(iv) of this policy. D)Placement Contractor's expense. o .o ti requirements of this policy. C)Preparation i) Concrete curb shall be placed in accordance with Section P i-' o C "'I I- i The prepared soil subgrade shall be free from 1) If the Contractor fails to comply forthwith with any order 4' 4l B Excavation and Embankment ) P P 9 502.09 502.12 and 605.04 c and 605.04 d of the 6° 18" 6" 18 .�,. �� � ) � () () made under the provisions of this subsection, the Engineer � � �y objectionable or foreign materials at the time of Standard Specifications. v7 }_. 3' TOP SOIL 3" TOP SOIL .�.:: BACKFILL i) Prior to beginning excavation and embankment P will have authority to cause unacceptable work to be M operations, all necessary clearing, grubbing, scalping and placement. ii Curb machines may be utilized in accordance with P 9 ) Y remedied or removed and replaced; to cause unauthorized � C/5 topsoil stripping and subsequent backfilling for removed ii)The subgrade shall be subject to additional proof rolls in Section 605.04 h of the Standard Specifications P PP 9 q 9 () p provided work to be removed; and to deduct the costs from an ..:1 °R. 2' RADIUS - `.1 "R. 2" RADIUS I- III -III accordance with Section 203.26 of the Standard Y -.f >< � :.,• ° I i I -I i I items within the slope stake limits shall be performed in that the equipment conforms to the requirements of monies due or to become due. f. .r. accordance with Section 201.03 and 201.04 of the Specifications just prior to placing the Aggregate Base Section 508 of the Standard Specifications. J ter, SLOPE 1/4'/FT. N SLOPE 1/4-/FT, �• on the subgrade in accordance with Section 2C v of )Work done contrary to instructions provided by the W 6 Standard Specifications. All topsoil, vegetation, roots, 9 () iii) Formwork shall comply with the requirements of Engineer shall be considered unacceptable and subject to LU •' Section 605.04 b of the Standard Specifications. immediate removal and replacement in accordance with the Ni " . • stumps, friable and deleterious material shall be Is policy. Unacceptable e areas shall e corrected o e a,: d; . ; CLASS 'A N �.�:;, �� . ; CLASS "A" N NOTES: completely removed within the limits of the slope stakes. satisfaction of the Engineer before any Aggregate Base () P P a CONCRETE CONCRETE 1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20 MAX. TO is laced. iv) Forms shall be removed in accordance with Section instructions provided by the Engineer. COMPACTED • .: °... r ,.. . ii)Excavations P 502.16 and 605.04(b) of the Standard Specifications. 6)Acceptance W .r :�.�.:•'. f ,, . .. ..•. COMPACTED .� A DEPTH OF 1 1 2 . BACKFILL t . ; . BACKFILL �� :r . ; '` ':. / (1) After excavation operations, all spongy and yielding D)Spreading and Finishing A Before acce tance of the co °L i The Aggregate Base shall be spread in accordance with E)Joints ) p concrete curb, the Engineer shall Z 2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT material that does not readily compact shall be ) P i Joints shall conform to the requirements of Section 503 determine if the improvements are in substantial ® 0, EXPANSION JOINTS. removed from within the slope stake limits and the Section 301.05 of the Standard Specifications. ) q compliance with this policy (except for an variances © a 3.) EXPANSION JOINTS TO BE PLACED O 100' MAXIMUM. resulting void shall be refilled with suitable material ii)The Aggregate Base shall be compacted in accordance and 605.04(e) of the Standard Specifications. P P Y ( P Y J :5 ii) Joints shall be installed at intervals of 10 -feet or less; granted) and the approved construction documents. a USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS and compacted in accordance with Section 203 of the with Section 301.06 of the Standard Specifications. N 5 -foot or less along radii. Joints in integral curb and B)The Engineer may, at his sole discretion, accept work o A Standard Specifications. iii) Concrete curb shall be placed over the Aggregate 9 9 W FLUSHCURB (2) Any pronounced depressions within the slope stake Base within 14 calendar days. Aggregate Bases that lay sidewalks shall be located at the same location as the that is not in conformance with this policy provided that o joints in the adjoining sidewalk. Joints may be sawed or the work is bonded for a period greater than three years. O Z limits resulting after excavation operations shall be exposed for a period of time greater than 14 calendar 9 Y 0 COMBINED CURB AND GUTTER TYPE 111 NO SCALE refilled with suitable material and compacted in days or experience a measurable rain event prior to the tooled to a minimum depth of % -inch. The Engineer shall establish the extended bonding � 2 NO SCALE accordance with Section 203 of the Standard placement of concrete curb shall be subject to requirement. o Specifications. inspection and acceptance by the Engineer. At the iii) Embankments discretion of the Engineer, additional proof rolls may be (1) Embankments shall be constructed in accordance required. NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE With Section 203 of the Standard Specifications. ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING MALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. 40' CITY OF CARMEL 5' WALK VARIES 10' -12' WIDE J 3 3 EDGE OF SEE GRADING PLAN COMBINED CURB &GUTTER �1 1I- PAVEMENT EDGE OF WQv PAVEMENT U) (TYPE 111) rr rr , r r �,, WQy ,T , , , 0. J 3"=0.25' �� �� ��r r��r ��' �r ��r ��r r� ��r ��� rj\�r �� 1 MAX. ST) RAGE ................. � r.�i . ✓��1i r r ,ri�r r� U) - - - le !r, r, r r \\ T No"/r�iT r� r r�i�r�r 2' 0.75' r r r r� r� 1 0 F_ F 2.5' W = LU Sri err , W W L =156 FT. (SEE LANDSCAPE PLAN) r �r r r Z H Q %.i ,nr�ilinr.�i ,�✓� .. %,ri .. r,�ri�� ,�rr`.rr.Yi,�r`�r r %ri,�, Ui W W Z z g g Z RAIN GARDEN 6" PERFORATED � � p O NORTH VEGETATED SWALE FILTER MEDIA DUAL WALL HDPE Z O UJ NO SCALE � � w NORTH RAIN GARDEN Q A ZU V NO SCALE W O Q F Z U Z CD o 40' O W M /� � V♦ EDGE OF 5' WALK 20' U 3 3 PAVEMENT EDGE Z PAVEMENT O WQv r 3 WQv 3 rr rr r 3" =0.25' or. v_ • o o % \\r \r�r \\r \r� \\r�� 1 1 (- Y �rr����r�r ■ - - - ., r� rr�ir rir� rr� rr�rr err\ 1 MAX. STORAGE rr 60.5 r r r�r� F 2' 0.75' r r 2.5' �r r\ 58.0 L =108 FT. (SEE LANDSCAPE PLAN) '\� rr�ir 1.5' r RAIN GARDEN 56.5 NON -WOVEN SHEET NO. FILTER MEDIA N0. 8 STONE FILTER FABRIC SOUTH VEGETATED SWALE 6" PERFORATED NO SCALE 3 MIN. DUAL WALL HDPE SOUTH RAIN GARDEN C601 NO SCALE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE SBw INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; 4' STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING V TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND 1,000 C.F. FINISH GRADE BACKFILL SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY NOTE: INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID —~ UNDERMINING DURING CLEANOUT SIZE #1 (1 1/2" TO 3 1/2" DIA.). EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING t° INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF 2. GEOTEXTILE FABRIC SHALL BE PLACED BENEATH VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING LL! WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY �/` OF 2' NTO TRENCH GROUNO '� \ %�� \�I ` OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER AS REQUESTED BY COUNTY /CITY. PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA 6TREXNaH EMBEDDED SILT FENCE MATERIAL MIN. 6- INTO BOTTOM OF ROUND TRENCH. W/ ■ G V A AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR cl SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; ENTRANCE DETAIL INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC NO SCALE SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 12'X 15' = 1.5' CONCRETE WASHOUT DETAIL NO KALE EROSION CONTROL BLANKET REQ'D. NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. SC -150 , — EDGE OF BLANKET SHALL BE 7' -0 #p — BE ANCHORED IN A 6" DEEP EDGE OF BLANKET SHALL BE X 6" WIDE TRENCH. BE ANCHORED IN A 6" DEEP 4:1 MAXIMUM SLOPE X 6" WIDE TRENCH. PROPOSED DITCH VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WIDE TRENCH. NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE PROPOSED TYPE AND USE. TYPICAL EROSION CONTROL BLANKET NO SCALE A -H 0 1 SLOPE #8 STONE — (1' MIN. THICKNESS) RIP 3:1 NOTE: EXTEND ROCK DONUT UNTIL TOP MEETS EXISTING GRADE AT THE SAME ELEVATION. 3:1 1' MIN. SECTION A —A ROCK DONUT DETAIL NO SCALE A CONSTRUCT DIVERSIONARY DITCHES IF STOCKPILE RESTRICTS UPSTREAM DRAINAGE FLOW SLOPE CHECK SILT FENCE — DIMENSIONS 00 TRAP 1 TRAP 2 SBw 8' 4' RBw 4' 2' V 14,000 C.F. 1,000 C.F. SPILLWAY SECTION T 2:1 SD= 1.5' o 12- THICK LAYER OF o 0 INDOT CA NO. 5 AGGREGATE y J . • I . . ... IIII ' • ' a . a- .- ;:;•��:;. • \1111 1 7 G !•.11;••.0 ••.II•.. ,III , ► - a >, a• .••:1••,;•1i11;:� . -�;� ;••••;' illy ' - . . • I : • • 1 ■low \ \� \•� \. 11 \.li�� • 1\\"" �::•\iliil \,,t• ♦l�l'�I III • •. 71 •- • i••oii•••iir "r'`�II�', �4I'f �III ''• • r a- ;.7 4 a, \.11111 \.ui �I. . !:7iiiii= " ■■ :i'- •.\ \• \\.r j� ".�� \\\11111 \ \I .ii:_. M,y�..'v:: �!� i:i� # I 1 ■ \ \• \. \ \'� \ \\ 1 .' 7 1 • ■„ ... .1111.. 1��I ■iri �i ,q'■i�'•' ".:r- ... =- ..�■i. � � 1 \ \ \�_ \ \,r ' \l, ••\•_. • ■ \, \11,1- "r"...1 , Ilrii..j ,.i "iiiiiiii��y '.I `,IIr \. \,�:�,,� \• \ \r \I r -• . • 1 \. lion Ii !;rte - .iiiiii..■•..n■iiF ",,•1''•,III • 11.. \_�el,l • • • •' _6�s al - -_„ �. ''�\ • \Iji am COMPACTED BACKFILL I I A z ley Lul 1111 IIII L1W �,ow 2'1 SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES ELEVATION INDOT REVETMENT RIPRAP NTH THREE WIRE TIES OR OTHER FASTENERS L l = 5 o o �AL WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER PO GROUND LINE NON —V1 FILTER rAtsmu EXTENDS INTO TRENCH SLOPE CHECK DITCH CHECKS REQUIRED EVERY 400' STOCKPILE EROSION CONTROL NO SCALE DITCH CHECK POST �I FABRIC OVEN JOINING FENCES <ISTING — JIL BOTTOM OF WHEN JOINING TWO OR MORE ,. TRENCH DITCH SILT FENCES TIE THE TWO END POSTS TOGETHER WITH SILT FENCE DETAIL EXISTING NYLON CORDS. NO SCALE SEDIMENT TRAP STONE OUTLET (SEE DETAIL) SLOPE CHECK SILT FENCE INLET VARIES* 2 "x2" POST (TYP.) NON —WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2 "x2" INTERIOR REINFORCEMENT 2 "x2" (TYP.) PLAN — PAVED AREAS 2 "x2" INTERIOR REINFORCEMENT SANDBAGS ENCIRCLIN BOX (TYP. ELEVATION — PAVED AREAS SIDE VIEW — PAVED AREAS DE VIEW SHOWING INLET ONSTRUCTION SAME AS ABOVE) N `SILT FENCE MATERIAL OVER WIRE FENCE p- ? — 11111 111- 1 IIII �� II I III I L1W POSTS: STEEL T OR U TYPE FENCE WOVEN WIRE. 14-1/2 GA., 6' MAX MESH OPENING FABRIC- IN ACCORDANCE WITH ASTM D 8461 LATEST EDITION. 0 3�1 Ili Q Q 0 Ln c o04 CL W CL 50' 1 25' ® 1% ® 2% i% 0 c� Z X Li P, 40 -4 QQp�Og'`QJ PQ _n� Z 0 Fn Lu INLET VARIES* PLAN — GRASS AREAS INSTALLATION AND MAINTENANCE GUIDELINES 2 "x2" POST (TYP.) INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS NON —WOVEN FILTER FABRIC OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK ® SO THAT THE GRATE IS ATTACHED TO ALL SIDES BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. 2 "x2" INTERIOR REINFORCEMENT MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY SACK ®. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. r.MArr "x2" INTERIOR REINFORCEMENT ON —WOVEN FILTER FABRIC TTACHED TO ALL SIDES JLET ELEVATION — GRASS AREAS SIDE VIEW — GRASS AREAS NOTES: NON —WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX. SILT BOXES TO BE LOCATED AT EACH CATCH BASIN. *DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. SILT BOX DETAIL NO SCALE "x2" POST (TYP.) DE VIEW SHOWING INLET : ONSTRUCTION SAME AS ABOVE) �s DANDY SACK DANDY SACK STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS >Y SACK OR APPROVED EQUAL INLET PROTECTION NO SCALE QJ I N 00 o PROFILE ' CO � v N COMPACTED 0) C M ,� N r FINISH GRADE BACKFILL m NOTE: FLOW L W 1. STONE SIZE SHALL CONFORM TO ASTM D48 ■ —~ SIZE #1 (1 1/2" TO 3 1/2" DIA.). t° 2. GEOTEXTILE FABRIC SHALL BE PLACED BENEATH I /\\ /� IX UNDISTURBED i , / / \ \ /� \ \r \\ \�/ THE STONE LAYER. 3. PERIODIC 2" STONE TOP DRESSING &WASHING LL! �/` OF 2' NTO TRENCH GROUNO '� \ %�� \�I ` AS REQUESTED BY COUNTY /CITY. Q 6TREXNaH EMBEDDED SILT FENCE MATERIAL MIN. 6- INTO BOTTOM OF ROUND TRENCH. W/ ■ G V A TEMPORARY CONSTRUCTION cl SSOIL SLICIN IN WITH A— A— SECTION N /� al (// ASTM D 6482 8.2.2 IS ALSO ACCEPTABLE ■ ENTRANCE DETAIL z NO SCALE .� \�� 1. 2. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. ATTACH THE WOVEN WIRE FENCE TO EACH POST THE GEOTEXTILE TO THE WOVEN WARE FENCE O ARL -) (SPACED EVERY 30 WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8. OF Z C) THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE VERTICALLY SHOULD BE POSITIONED TO HANG I— AT LEAST 1" APART. ALSO, EACH TIE PLACED ON A POST STABILIZATION •--- ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 3. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER. THEY SHALL BE OVERLAPPED A PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. LU �, 4. MINIMUM OF 60' ACROSS TWO POSTS, AS SHOWN. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY — ■7 NOT EXCEED ONE —HALF THE HEIGHT OF THE FENCE. MAINTENANCE CLEANOUT MUST BE CONDUCTED PERMANENT A REGULARLY TO PREVENT U ULATED SEDIMENTS FROM REACHING ONE -HALF THE HEIGHT OF THE SILT SEEDING FENCE MATERIAL ABOVE GARC 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO (- INSTALL THE FENCE PER DETAIL— "SILT FENCE INSTALLATION (SLICING METHOD) ". B C 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. TEMPORARY D ©/ // I / // © —� 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE SEEDING TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. — 8 ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. E MULCHING SILT FENCE WITH WIRE SUPPORT — NO SCALE A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. " B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) O / I / O IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. O O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE DANDY SACK INLET VARIES* PLAN — GRASS AREAS INSTALLATION AND MAINTENANCE GUIDELINES 2 "x2" POST (TYP.) INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS NON —WOVEN FILTER FABRIC OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK ® SO THAT THE GRATE IS ATTACHED TO ALL SIDES BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. 2 "x2" INTERIOR REINFORCEMENT MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY SACK ®. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. r.MArr "x2" INTERIOR REINFORCEMENT ON —WOVEN FILTER FABRIC TTACHED TO ALL SIDES JLET ELEVATION — GRASS AREAS SIDE VIEW — GRASS AREAS NOTES: NON —WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX. SILT BOXES TO BE LOCATED AT EACH CATCH BASIN. *DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. SILT BOX DETAIL NO SCALE "x2" POST (TYP.) DE VIEW SHOWING INLET : ONSTRUCTION SAME AS ABOVE) �s DANDY SACK DANDY SACK STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS >Y SACK OR APPROVED EQUAL INLET PROTECTION NO SCALE QJ I N 00 o > ? CO � v N N O 0 0) C M ,� N r m -5 W ■ ui >b t 00 o > ? ? � � v N N O 0 0) C M ,� N r J a � N a �j U) O w =� Fm w 2J y a D uj Z Z z V E 6 E F= O U) LLI _j m < 2 Lu U W U i a � CD Q W M U H O U H N SHEET NO. C602 SHEET NO. C602 OFFICE OF THE HAMILTON COUNTY SURVEYOR Pavement Area (DRAW LNG NOT TO SCALE) L V MINIMUM OF TOPSOIL PAVEMENT SECTION VARIES HEAVY CONSTRUCTION (75T AXLE LOAD)" LsWT OF St;BCRADE _ MINI1LU M COVER SHALL FINAL BE PER NOTE 3 OR 6 BACKFILL ' • LEGEND Bc - OUTSIDE DIAMETER d - 10TH OF BEDDING MATERIAL BELOW PIPE SPR.rrMGLLNE iNG (Sc /2) MATERIAL BELOW BELOW PIPE (B� /2) d Pipe Sire d FEIN NOTES & 60` If SMALLER 4' 65- A LARGER 6" 1• BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE J3 STONE MEETING THE MATERIAL REQUIREMENTS OF THE MCI. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE 15 INSTALLED TD GRADE AND LNE THERE REMAINS A 4' MINII�Iu DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3` BELOW THE BELL. FOR PIPE SIZES 66- AND LARGER, THE MINIMUM DEPTH OF MATERIAL BROW THE PiPE BABEL SHALL BE 6'. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE. BUT SHALL BE 10O5E1r PLACED IINCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YEILDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WILL PRODUCE. A DORM AND STABLE FOUIWADM ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND iN1TAIL BACKFILL SHALL BE COMPACTED iN 8` MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED, THE BA(DiFiLL 91AL1 NE BROUGHT UP EVENLY ON BOTH SIDES OF THE FKPE FOR THE FULL LENGTH OF THE PIPE. HAUN CHIK SHALL EXTEND TO THE SPRINGU►E OF THE PIPE, MLNIMUIM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2 FINAL BACKFILL FOR ALL RM� 04SIALLATTONS wHERE "L" iS S' OR LESS SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND !SMALL BE COIMPACTED IN 6` MAXIMUM LETS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP V OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE 153 STONE MEETING THE MATERIAL REOUIREWNT OF THE WOOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FINAL BACKF&L FOR ALL RCP INSTALLA70S WHERE 1' IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6- IN DIAMETER, FROZEN LUMPS OF SOIL. WOOD, OR OTHER EXTRANEOUS MATERIAL CZ60ACTED IN 12' MAXIMUM LIFTS TO NOT LESS THAT 9Ox STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF IK EXCAVATION. THE FINAL 6 INCHES OF THE EXCAVATION SHALL CONSIST OF TOPSOIL 3, THE MINIiIUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THKMESS (ALL BITUMIll"S AND AGIAGATE MATERIAL ABOVE THE "GRADE) PLUS 1' -0 BUT UNDER NO CIRaWSTA.NCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM TI# FINAL PAVEiENT ELEVATION TO THE TOP OF THE PiPE BE LESS THAT 25 FEEL. 4. IF EXISTING SUBCRADE HAS BEEN LIME STABILIZED, BACKFILL NTH B- BORRDW UP TO BOTTOM OF UNTREATED EXISTING SUBGRADE AND FILL, TO TOP OF TREATED SUBGRADE WITH LIME STA13ALIdED SON. S. THESE STANDARDS SHALL APPLY FOR ALL RECUL.ATED DRAIN STORM SEWERS UNLESS Tif ENTiLY HAWING CONTROL OVER THE RHGHT Of WAY HAS A MORE STRINGENT STANDARD, IN WHICH CASE THE HIGHER STANCARD SHALL APPLY, 6. THE MINIMUM COVER FROM THE FINAL GRADE TO THE TOP OF THE PIPE SHALL BE NOT LESS THAN 2 FEET OUTSIDE OF PAVEMENT AREAS HAMILTON COUNTY SURVEYOR'S OFFICE RCP Bedding and Backfill Standard REVISED. l8 DEC 2008 :! STANDARD PLAN APPROVED D -23 KENTON W- ARD,/HAMILTON COUNTY SURVEYOR DATE r" PRECAST BASE a' Ili ii, ruc JC1:rlwn - OFFICE OF THE HAMILTON COUNTY SURVEYOR SURFACE LIVE LOADING CONDITION ASTINC FRAME AND COVER AS SPECIFIED NON•ASPHALTiC )MASTIC HEAVY CONSTRUCTION (75T AXLE LOAD)" OR 13UTYL RUBBER SEAL BETWEEN 30iNTS. x a _ 487 PRECAST CONCRETE ADJUSTER RINGS IF 24" NF.Ynin I1? INr;4F I nF RINrR UA YIMIIUI 24" DIAMETER 15• 34- �' • ' ECCENTRIC CONE S ER 39" C ED BY SITE 48' ' CONDITION'S. CONE TOP TO 58" MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE 4T STEPS AS SPECIFIED. 48' 80' 5" MINIMUM 88- hone: ,..I MANHOLE CONFORMS 98' t TO ASTM" 478 853.58 853.58 0 -RING GASKET NON- i» ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 48" DIAMETER PRECAST CONCRETE SECTION AT JOINTS. 46 73 PREFORMED HOLE TO MAXIMUM 15 1/2 OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-JHKLNK CEMENT GNVUT. ' /Z" PER FOOT SLOPE- BENCH 1280 WALLS TO BE CONSTRUCTED-,,,'j. ' TD SPRING LINE OF PIKE, ' NOTE 42 .�•� • '� .'' STRTICTIIRRS ARFT TO RE GROUTED FULLY, TROWELED 13 r • ' ': ' " •. SMOOTH KIND BRUSH FINISHED. PRECAST BASE a' Ili ii, ruc JC1:rlwn - REINFORCED BAR Q 12" ON CENTER OR •. APPROVED ALTPRBJATIVIti 3" 3dtYIliUM MANHOLE BASE SET ON 8" OF 02 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" 73 1/2 4DRAWING NOT TD SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 14 4 1/2 REVISED: 1 FEB 2002 °. 1930 STANDARD PLAN APPROVED: i` • �-"'� !/� D -20 C. WAR AIIiLTON COUNT/ SURVEYOR ATE KENTON L.-B PIPE STRUCTURE WALL KORBAND PROVIDE BLOCKING TO CENTER PIPE IN OPENING PIPE CLAMP 305 STAINLESS VARIES STEEL FLEXIBLE CONNECTOR KOR -N -SEAL ASSEMBLY NO. S206 -48 OR EQUAL KOR -N -SEAL DETAIL NO SCALE GREATER THAN 5' MIN. 6" TOPSOIL TO 14 t4: ENSURE GRASS GROWTH 'MIN. 1.25 'Bc + 12* EDGE OF PAVEMENT, CURB, • .'. '�: ' ' '° :' REGULAR GUTTER OR SIMILAR STRUCTURE I ` '. "' " r BACKFILL IN THE PUBLIC RIGHT -OF -WAY • ...t., . :,;,. r; .,,..,:. 12 (MIN.) CRUSHED STONE OR 08 CRUSHED EQUIV. CLASS I BEDDING MATERIAL HAND ` ' • ' - TAMPED AND WALKED INTO PLACE ... _ °. Ell LEGEND Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE REGULAR BACKFILL IN GREEN SPACE. It. AREAS WITH IN 5' OF PAVEMENT USE GRANULAR BACKFILL AS SPECIFIED BY DESIGN ENGINEER - MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H ' - INITIAL BACKFILL SPRINGLINE ( "ORRUN OR #53 STONE MECF IANICALLYCOMPACTED TO 95% MIN SPD. OR #8 STONE WALED OR KNIFED INTO PLACE) 1 HAUNCH L (B•HORROW OR 463 STONE MFCHANICALI.YCOMPACTED 10 RECOMMENDED MINIMUM TRENCH WIDTHS _ 95% MIN SM. OR #8 STONE WALED OR KNIFED INTO PLACE) 4" FOR 12" -24- PIPE `'- BEDDING 6* FOR 30" -60" PIPE (B- BORROW OR #53 STONE MECHANICALLY COMPACTED TO MIN. TRENCH W,'DTH 95% MIN SPD. OR #8 STONE WALED OR KNIFED IiMITOPLACE) NOTES: IIIIII��� (SEE TABLE] '���iii - SUITABLE FOUNDATION 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE ANDAT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING AGEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE B- BORROW, #53 STONE, OR #8 STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY TH E ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE4' (10Qnrn) FOR 4 " -24` (100mm- BOOrnm� 8` (150mm) FOR 30` -BD` (750rnn- 800mm), 5. INITIAL BACKFILL SUITABLE MATERIAL SHALL BE B- BORROW, #b3 STONE, OR #8 STONE IN THE PIPE ZONE EXTENDING NOT LESS THAN 6- ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. B. MINIMUM COVER: MINIMUM COVER, H. IN NON - TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12• FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOAMON. FOR TRAFFIC APPLICATIONS, MINIMUM COVER H. IS 12" UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 54`-60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLIE IBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS PIPE DIAM. SURFACE LIVE LOADING CONDITION PIPE DIAM. H -25 HEAVY CONSTRUCTION (75T AXLE LOAD)" 12'-48* 121 487 54"- 60' 24" BO" PIPE DIAM. MIN. TRENCH WIDTH 4- 21' 8' 23' 8' 26' 10" 28' 12' 30' 15• 34- 18" 39" 24• 48' 30' 58" 3s• FA- 4T 72" 48' 80' 54- 88- 80' 98' L I MODIFIED I ice I 0 w I •mosnoe,:NC ' VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER Wy I DEacwPnQn eYrxD ADVANCED DRAINAGE SYSTEMS, INC. )'ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVEIED TO ADS. THIS DRAVANG 18 NTENDEDTO DEPICTTHE COMPONENTSAS REQUESTED. ADS HAS NOT PERFORMED ANY ENUIRLMNO OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERFED THE NFORMATEN SUPPLED. THE INSTALLATION DETAILS PROVIDED HERE14 ARE QENERAL TYPICAL TRENCH � 1600 TRLEMAN BLVD RECOIA ENOATIONB AM ARE NOT SPECIFIC FOR THIS PROJECT. THE DE3GN ENGPEER SHALL REVIEW THESE DETALS PRIOR TO - HILLIARD ONO 43= CONSTRUCTION. R B THE DESIGN ENGINEERS RESPONSMILTrYTO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE D�'' • APPLICABLE NATIONAL, STATE. OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVEED HEREIN ARE ACCEPTABLE FOR TM Auvwau u.errlE•"usr, nb PROJECT. DRAWWONUMBIER: STD -101 MOD OUTLET STRUCTURE TABLE B (A) (B) (C) VARIES (E) (F) 2.27 12" 856.70 856.70 862.00 .. N/A 2.24 18" 856.50 A 861.50 14 %14" N/A 2.41 12" 853.80 :..: 860.00 24 "x24" L 14 2.53 12" 853.58 853.58 857.25 24 "x24" N/A 9 27 46 73 36 15 1/2 12 4 to 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 4 • °. 1930 10 1/2 48 25 1/2 73 1/2 OUTLET 17 3/4 14 1/2 L.-B PIPE 3 1/2 NON- CORROSIVE 12 54 HINGED TRASH GUARD 73 3/4 60 NON- CORROSIVE 15 5 HINGED TRASH �P�.• 3150 GUARD 1 39 1/4 97 3/4 66 23 3/4 12" ORIFICE ' .`•' 36 4 4100 15 63 OR OFF -SITE 97 3/4 72 24 1/16 20 T 42 (F) 5380 21 63 q'. q a 98 78 27 1/4 . °q a (E) ap 6550 24 " < ORIFICE 84 28 1/8 22 OUTLET STRUCTURE TABLE STR. (A) (B) (C) (D) (E) (F) 2.27 12" 856.70 856.70 862.00 114"04" N/A 2.24 18" 856.50 856.50 861.50 14 %14" N/A 2.41 12" 853.80 853.80 860.00 24 "x24" 858.56 2.53 12" 853.58 853.58 857.25 24 "x24" N/A 9 27 46 73 36 15 1/2 12 5", VARIES ., • a• 6 ORIFICE a 4 ■ I f�if��llif��'i!t�T�����'if��' Hl?, •�:!f�•.t�ii��l�f�!ib�fLva a ��t�ti:�.!�'�f�.�i: :� Moo • • �1 EXISTING I I WATER MAIN ✓E iii TAPPING sLE TO BLDG. SITE WATER MAIN CONNECTION DETAIL NO SCALE (D) 5' OR LESS MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT •' a _ _ - - II T - " I °iAIN.• 1.125 'Bc + 12'' •;r` - EDGE OF PAVEMENT CURB " .;; • "' ' - GUTTER OR SIMILAR STRUCTURE '�'' • j �'•'; ''y: "N" I IN THE PUBLIC RIGHT -OF -WAY `" °' `'' ''' `'' 5, }p•., .. ,• 4 12" (MIN.) "B" BORROW OR EQUIV. • '`• ' r ' � `•� `''' ••• #8 CRUSHED STONE OR GRANULAR MATERIAL ' °' APPROVED EQUIV. CLASS 1 AA COMPACTED TO 95% '' f' ''' r'rr BEDDING MATERIAL HAND STANDARD PROCTOR 1 ''• ' ' ° L ••' •' TAMPED AND WALKED INTO DENSITY _ PLACE k. Bc 7. )• . ... LEGEND - III-II II Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE 6" MIt (TYP.) Q 0 9„ Q 3 12 "CTOC IAX. SPACING fair. 1 1/2 "R PLAN VIEW 3 SECTION Y -Y 3.1 GROOVED END ON OUTLET END 4' Fj F�<< S�Op CONCRETE END TO END ON INLET END S40 _ F SECTION D PIPE I C B= D -C CULVERT COMPUTED LENGTH OF CULVERT Q PAY LENGTH OF CULVERT o ,jib A END SECTION LENGTH (D) SLOPE DETAIL 12 "C. TO C. MAX. SPACING 3/4 "x 12" HOOK BOLTS GALV. GROOVE (OR TONGUE) TO BE THE SAME AS ON HOOK STANDARD REINFORCED CONCRETE PIPE ASTM : °• ' DESIGNATION C 76 ' • • . •, o LONGITUDINAL SECTION .: N `QClASS ;'A COIVCREfE: I _ E + 2T I F� �l SECTION A -A DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 48 7/8 72 7/8 24 10 1/16 9 3 1/2 15 12 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 25 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 19 3/4 73 3/4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3T4 97 3/4 72 24 1/16 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16350 24 78 21 99 120 44 13/16 24 9 NOTES: *TOLERANCE 1± CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE PAVEMENT SECTION °d Z d G #8 WASHED GRAVEL OR .' APPROVED EQUIVALENT ° • °' " (INDOT STD. SPECS.) - N d . 4" I 14" SHAPED BOTTOM MIN. MIN. NOTE: UNDERDRAIN TO BE PLACED ® 0.5% SLOPE MINIMUM PIPE UNDERDRAIN AT STRUCTURES (TYPICAL INSTALLATIONS) NO SCALE "A.$ (TYP.) cii + N TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12" OR LESS, OR WHERE NOTED ON DRAWING. #4 BARS (NP.) 2 "TYP. SECTION "A - All PIPE CROSSING ENCASEMENT DETAIL NO SCALE FORMED CONCRETE BLOCKING 10' MIN. WATER MAIN RATED PIPE) FLEXIBLE COUPLING OR ADAPTER FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR CONCRETE COLLAR MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS & STORM SEWERS NO SCALE NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "J� NO SCALE FORMED CONCRETE BLOCKING �l WATER MAIN FORMED 35 8 36 WATER MAIN 1 39 SANITARY OR STORM SEWER 42 M to 1_ U) cr- WATER MAIN WATER MAIN of t- AREA OF CONCRETE IN CONTACT WITH UNDISTURBED RATED PIPE AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST LJ WATER NOTE: WHEN LATERAL SEPARATION 45' 22 l 2' 11 l 4- SIZE PLUG IS 10' OR GREATER NO VERTICAL SANITARY OR BEND 4" 2.0 CLEARANCE IS NEEDED. 1.5 STORM SEWER 1.0 6" 4.0 5.5 3.0 1.5 1.0 8" II 04 9.0 5.0 I - 10" 10.0 10' (MIN.) 10' (MIN.) I 1 2.0 12" 14.0 20.0 WATER MAIN 5.5 3.0 14" 19.0 SANITARY OR 2 STORM SEWER " LESS THAN 18 OR L CASES WHERE WATER IS BELOW SANITARY OR STORM SEWER O.D. + 1' -0" 25.0 35.0 SANITARY SEWER 10.0 5.0 MIN. (TYP.) 44.5 24.0 12.5 6.5 20" WATER MAIN RATED PIPE) FLEXIBLE COUPLING OR ADAPTER FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR CONCRETE COLLAR MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS & STORM SEWERS NO SCALE NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "J� NO SCALE FORMED CONCRETE BLOCKING �l R TYPICAL THRUST BLOCKING DETAILS NO SCALE ' -•'A ••'• ' w • .l . I 6- 24" 6" i OUTLET I PIPE 1't4:cD ° SEE PLANS FOR 6,. CASTING TYPE 24" w *' ,•.m, .t• NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE W (TYPICAL) NO SCALE (12" TO 18" PIPES) GRANULAR BACKFILL REQ'D AROUND BASE & BARREL CONC. BLOCK - DRAIN CONC. PAD NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "M" NO SCALE HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS "L" (MIN.) OR AS REQUIRED BY I WATER UTILITY \__CONC. COLLAR IF NOT IN PAVED AREA C -1 VALVE BOX 6" GATE VALVE MAIN NOTE: FIRE HYDRANT SHALL BE SET A `- 6" HYD. BRANCH MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS FIRE HYDRANT ASSEMBLY NO SCALE (SEE BELOW) MAIN LINE DIMENSION "L" (MINIMUM) FORMED 35 8 36 12 1 39 CONCRETE 42 M to 1_ U) cr- BLOCKING of t- AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING C6 TEE 8 90' 45' 22 l 2' 11 l 4- SIZE PLUG BEND BEND BEN BEND 4" 2.0 2.5 1.5 1.0 1.0 6" 4.0 5.5 3.0 1.5 1.0 8" 6.5 9.0 5.0 2.5 1.5 10" 10.0 14.0 7.5 4.0 2.0 12" 14.0 20.0 11.0 5.5 3.0 14" 19.0 27.0 14.0 7.5 4.0 16" 25.0 35.0 19.0 10.0 5.0 18" 31.5 44.5 24.0 12.5 6.5 20" 38.0 54.5 29.5 15.0 7.5 24" 55.5 78,5 42.5 22.0 11.0 30" 86.5 122.0 66.0 34.0 17.0 36" 124.0 175,5 95.0 48.0 24.5 42" 168.0 237,0 128.5 65.5 33.0 R TYPICAL THRUST BLOCKING DETAILS NO SCALE ' -•'A ••'• ' w • .l . I 6- 24" 6" i OUTLET I PIPE 1't4:cD ° SEE PLANS FOR 6,. CASTING TYPE 24" w *' ,•.m, .t• NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE W (TYPICAL) NO SCALE (12" TO 18" PIPES) GRANULAR BACKFILL REQ'D AROUND BASE & BARREL CONC. BLOCK - DRAIN CONC. PAD NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "M" NO SCALE HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS "L" (MIN.) OR AS REQUIRED BY I WATER UTILITY \__CONC. COLLAR IF NOT IN PAVED AREA C -1 VALVE BOX 6" GATE VALVE MAIN NOTE: FIRE HYDRANT SHALL BE SET A `- 6" HYD. BRANCH MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS FIRE HYDRANT ASSEMBLY NO SCALE (SEE BELOW) MAIN LINE DIMENSION "L" (MINIMUM) 6 35 8 36 12 1 39 16 42 Z 'O U) Lu w Lu a 0 n JI R p Z Q W i*,- O G. N 00 N LO O a) > CO o0 In L N C 0 CL N }F O M to 1_ U) cr- LL of t- m F- U �o wcc H C6 o J J a a n W Z O W O 0 a O Oz 0 V SHEET NO. C603 00 N LO O a) > Z o0 In L N C 0 CL N }F O M to 1_ U) _ r - M LL H w a 1- F- U �o wcc ® LL a? © J J a a n W Z O W O 0 a O Oz 0 u=Luga V W 0 25 SHEET NO. C603 J Q H � d J �o a Fm Lu W Z J a D u=Luga V E 25 Z O EE Z U � � Q U W M H ffi � Lu � Z O U H N SHEET NO. C603 A - �10 CASTING (SEE PLANS) O` NEENAH ANCHOR BOLTS - ._ -- --_.__ . - _ . NEENAH R- 1712 -B -SP FRAME Q OQ► `O CITY OF CARMEL COVER AHD BACKFILL POLICY OUT AND BOLT TO 2 CONCEALED AND COVER WITH SELF - SEALING GR PICKHOLES ® 180' APPLICATION OR EQUAL. J� G� Paved areas within Right PROVIDE WATERTIGHT SEAL CONCR E "ADJU TER RING J Storm Sewers Under Pavement. Sidewalk. ea a y d. r- S�= ; �,r_:. - 000000 a ❑ ❑ ❑ �12 MAX) ��; ,.. _ _ (N9204 -A OR CITY 0 Q Q► Bedding and Haunching: • = - _ _� _ �- c APPROVED EQUAL) g g: !' ~' ❑❑ Q DQ ❑❑ Q 4§ Bedding and haunching for all reinforced concrete pipe installations shall be #8 stone meeting the material ' - E , Carmel Department of Engineering ` ~ I ❑ ❑ ❑ ❑ requirements of the INDOT. The material shall be approved by the City of Ca p 9 : 'g - that after the pipe is installed to - , t� _ _ �{ 1�. ! 110 a D ❑ ❑ &1� at time of installation. Bedding shall be placed in the trench bottom such P P e remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of I ' ­` ❑ ❑ ❑ ❑ rode and line, they J g th of material below the pipe - _ _ - _ _ 3- inches below the bell. For pipe sizes 66- inches and larger. them p �___ � �`� . F l ' .♦ ❑ ❑ barrel shall be 6- inches. CONCRETE ADJUSTER R I H G �'' ` ' ` Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under 1 - - - - ,:,� the middle third of the pipe prior to placement of the pipe. If the underlying soils of the trench bottom are f' ° .. with 2 stone it will produce NO SCALE = � 2" LETTERS, RECESSED, soft or yielding, the soil shall be undercut to such a depth that when repaired wit # P shall be corn acted in FLUSH WITH SURFACE a uniform and stable foundation along the entire length of the pipe. Haunching P 't for the entire depth of the material _ _ _ 8 inc h maximum lifts to not less than 90% Standard Proctor Density P _} � % A placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. i ' ` - a` the pipe. Minimum trench width shall be the outside diameter of r� +rVr ^rF~J f f # Haunching shall extend to the springline of p p ADJUSTER RING REQ'D. t_ CONC. ENCASEMENT the pipe plus 18- inches. �, }^ 6" MIN. COVER REQ'D. ECCENTRIC CONE OR � _, Final Backfill: " ° X PRECAST COVER J - - - - ackfill for all reinforced concrete pipe installations under and within 5 -feet of pavement or sidewalk or _I � 24 I a ^r Final b ._ "SELF- SEALING" other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill m 17- ;� '` SEE PLANS P FOR INVERTS APPLICATION MACHINED BEARING SURFACE meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel z _ ` installation. Final backfill shall be compacted in 6 inch maximum lifts - at time of ins NOTE: ^' °' "� 22 3 4" Z Department of Engineering _ to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for ma : wl PRECAST REINFORCED CONCRETE , I 8" SAN. PIPE Q the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. MANHOLE SECTION AND STEPS_''.- f. _.__' 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% I SHALL CONFORM TO A.S.T.M. C478 N _ installations greater than 5 -feet from LATEST REVISIONS AND SECTION 720. _ U1 Standard Proctor Density. Final Backfill for all reinforced concrete pipe insta g ? =, �:�. to,icti P; Stand y ( y` !. ;. :. a�� W sidewalk other paved areas or the limit of City right -of -way shall be clean fill material free of - �I 3i ` 1 °`'v "` i- *No P0 RANG GASKET BETWEEN ALL RISERS ��,� ° .. pavement, - ozen lumps of soil, wood or other extraneous material, compacted CAST IRON 1. 4 . rocks larger than 6- inches in diameter, fir p CONE SECTIONS SHALL CONFORM _ r g AND _ Dens for the entire depth of the M.H. STEP . • in 12 -inch maximum lifts to not less than 90% Standard Proctor De y P = TO A.S.T.M. C443, PLUS 1 /2" DIA. � C n -nt! ��,, • - 21 " If - r�ti:. �� -�� � �i.i� � Vag � i w. �. i � i��<-:C�,��r. .:'_ .,�.U:ti i i excavation. The final 6- inches of the excavation shall consist of topsoil. EXTRUDABLE GASKETS (KENT SEAL OR 0- r'`}`-'Ar-` ' `' "''"'�" 26" Water and Sewer Under Pavement Sidewalk Paved areas and within Ri ht-of-Way- EQUAL) REQ D. PIPE CONNECTION 34" OR N a �� w Bedding, Haunching, Initial Backfill: PRECAST MANHOLE J , �•_ r- - ~' (DEPENDENT UPON O.D. OF backfill materials placement and compaction for water mains, water service SECTION m MANHOLE BARREL SECTIONS MORE THAN L' - y MANHOLE RING SECTION IN USE) Bedding, haunching and initial ba p A a 12 BELOW GRADE SHALL MEET REQUIREMENTS TO EXISTING laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the `' o > OF A.S.T.M. C -76 CLASS II. SECTION A A I �J utility that has jurisdiction over the installation. 4" 4' -0" I NO SCALE CIT`i �i= ,�'� tyr _ 1 t;f� � /_V IDS Final Backfill: Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and MIN M cD BUTYL RUBBER BASE EXTERIOR BACK - - MANHOLE 71. 00 o PLASTER MATERIAL 1/4 f 1/16 MIN. �� {�, SANITARY SEWER within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way a_ i-- » material requirements of the INDOT. The material shall a. a � THICKNESS FROM 6 BELOW TO 6 ABOVE 1� -J shall be B- Borrow for Structure Backfill meeting the mate q � o EACH SECTION JOINT. be approved b the City of Carmel Department of Engineering at time of installation. Final backfill shall be FRAME AND COVER W �_ PP Y Standard Proctor Density for the entire depth of compacted in 6 -inch maximum lifts to not less than 95� < p MINIMUM 1/2" PER � NOTE: PIPE TO BE RANCOR HI -Q OR EQUIVALENT material laced. The backfill for the top 6- inches of the excavation below the start of the aggregate FOOT SLOPE THE MANHOLE CHIMNEY'S INCLUDING ALL RISER NO SCALE Q the mate p of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall PIPE THICKNESS RINGS SHALL BE SEALED USING INFI SHIELD FOR USE AT PROPOSED INLET STRUCTURES. sub-base p be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that 1 .8d CEMENT UNIBAND OR APPROVED EQUAL. PRIOR TO has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent GROUT PLACEMENT, THE TOP 4" INCHES OF THE MANHOLE " IN. COVER 5" . ik CONE AND CASTING FRAME SHALL BE CLEANED requirement shall govern. 3 M 2 � ° AND PRIMED. THE UNIBAND SHALL EXTEND FROM Minimum Cover for Pioe Crossings within City Right-of-Way _ 3 INCHES BELOW THE TOP OF THE CONE SECTION For installation of Storm Mains, Water Mans, Sanitary Mans, Water Service Laterals, Sanitary Service Laterals . 6" o TO 2 INCHES OVER THE FLANGE OF THE MANHOLE TV N •, under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the . , CASTING FRAME. Y g . installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous " under no circumstances shall the cover along 0 � and aggregate material above the subgrade) plus 1 -0 , but and -feet. If the an art of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 fee LIFT HOOKS #4 BARS ®6" O.C. BOTH WAYS y P over the installation has a more stringent cover practice of the utility that has jurisdiction o „ „ T:J roc J ~ � � � � � standard p Y CLASS A CONCRETE 6 #8 STONE BEDDING requirement, the more stringent requirement shall govern. V N r- Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on W a case b case condition and approved only with written permission by the city engineer. STANDARD HEX. HEAD 0 W F.-F111111 P Y . BRASS PLUG. TOP OF W Q W Y MANHOLE TYPE "C" CASTING ELEV. AS 5 - 0 MAX. FINISH FLOOR NNII SHOWN IN PLANS. a V NO SCALE . .. °e d r GROUND LINE O CITY OF CARMEL PAVING POLICY .� 1 1 " -� .j... ... 00 General Asphalt Pavement ', of this policy shall include the Soil Subgrades A )General D)Spreading and Finishing 12" X 12" X 4" M ~ A)The work subject to the requirements p y CONC. COLLAR � spreading, finishing, compaction and i Sub grades shall be installed on foundations constructed in i This work shall consist of lacing one or more courses of i) HMA courses shall be placed upon an approved foundation ° production, hauling/delivery, ) 9 ) P P other HMA course b means of laydown equipment in � 00 or � � O other work necessary to prepare foundations, install aggregate bases accordance with Section 2(A) and Section 2(B) of this base, intermediate, or surface hot mix asphalt (HMA) y and install one or more courses of base, intermediate, or surface policy and only the installation of all utilities and mixtures on a prepared foundation in accordance with accordance with Section 409.03(c) of the Standard 45' ELBOW mixtures within existing or proposed right -of -way subsurface drains indicated on the approved construction 3 of the Standard Specifications. Specifications. hot mix asphalt 9 P Section 105 0 P s and asphalt multi -use paths. documents to be located under the pavement are C for roadways, auxiliary lane p P ii Se re ation or flushing or bleeding of HMA mixtures will 6" PIPE � N r completed. Trench backfillin work of these installations ii)HMA base, intermediate, or surface mixtures shall be } g e shall be taken to SANITARY BUILDING DRAIN L �Q � N B)This policy shall be the basis for acceptance of the work by the comple 9 not be permitted. Corrective action adhere to the requirements of this policy may result shall be in accordance with the City of Carmel Trench constructed on prepared foundations and to thicknesses P Cit . Failure to q ackfillin specifications. equal or greater than those indicated on the approved prevent continuation of these conditions. Segregated or a+ O a' r y - work or other remedies outlined in this B g P construction documents. flushed or bleeding HMA mixtures shall be removed if r � in non acceptance of the w ii The sub rode shall be shaped to the required grade and directed. � M policy. } g he production of the HMA mixtures P from ruts corrugations, or other iii Materials used in t sections, free fro � 9 ) P All areas showin an excess or deficiency of binder � � � CV shi materials and unlit of the work completed shall irre ularities. shall be in accordance with Section 401.03 of the Standard iii) 9 C Workmanship, quality g shall be removed and replaced. INVERT ELEV. AS ti (j = M LL }conform to the 2006 Standard Specifications of the Indiana Specifications. WYE Department of Transportation (hereinafter referred to as Standard iii) The subgrade shall be uniformly prepared, compacted iv All HMA mixtures that become loose and broken, SHOWN IN PLANS Specifications), except where deviations are allowed herein, or and approved in accordance with Sections 207.02, 207.03 iv) Equipment for HMA operations, including but not limited mixed with dirt, or is in any way defective shall be variances are granted. and 207.04 of the Standard Specifications. to production, hauling /transportation, laydown, compaction removed and replaced. rades shall be inspected and approved by the and miscellaneous /ancillary activity shall be in accordance W iv) Subg P D)Where the minimum standards of any other governmental agency Engineer before any aggregate base or hot mix asphalt with Section 409 of the Standard Specifications. E)Joints CLEAN - OUT I Im 0 having concurrent jurisdiction exceed these standards, the higher pavements are constructed. A proofroll shall be conducted v Installation of the full pavement section indicated on the U standards shall apply. P ) P i) Joints shall conform to the requirements of Section st in accordance with Section 203.26 of the Standard approved construction documents for the entire area to be NO SCALE � areas shall be corrected to 401.15 of the Standard Specifications. - ~ Ix tion on the approved Specifications. Unacceptable paved must be completed in the same paving season. SANITARY SEWER LL E)lf any plan or other note or specifics PP construction documents exceeds the minimum standards of this the satisfaction of the Engineer before any aggregate base F)Cornpaction BENCH SLOPE 1 /2" PER FOOT LL or hot mix asphalt paving operations commence. vi) Widening operations shall comply with the following: i The HMA mixture shall be compacted with equipment in � � J policy, the higher standards shall apply. ) v At the discretion of the Engineer, subgrade that has (1) The outside face of the excavated area shall be left as accordance with Section 409.03(d) of the Standard a F Nothin contained herein shall be construed as prohibiting the v) At but remains uncovered for nearly vertical as the nature of the material will permit MANHOLE BENCHES J F) Nothing satisfactoril passed a proofro , STANDARD v ~ design and construction of improvements meeting higher standards, Y P stone or is and not wider than the outside limits of the widening Specifications immediately after the mixture has been a g P a period of 14 calendar days prior to placing a as discouraging petitions to appropriate governing bodies for P tone section. spread and finished. O o nor g g p subject to a measurable rain event prior to placing stone, variances for alternatives which can be supported by advances in J ii Rollers shall not cause undue displacement, cracking, or NO SCALE technology nd are approved by other agencies with concurrent shall be subject to additional proof rolls prior to (2) The existing pavement adjacent to the widening area ii) Rollers gY placement of the A re ate Base. shoving. jurisdiction. P gg g shall be sawcut to a clean edge. D Existin Pavement 3 The subgrade in the widened area shall be compacted 5�nspections � a G) All work shall comply with the requirements of Section 105.03 of D) Existing () g the Standard Specifications. i) Milling of existing pavement surfaces shall be in in accordance with this policy. A)All materials furnished and each part or detail of the work accordance with Section 306.02, 306.03, 306.05, 306.07 (4) Widening mixtures shall comply with the pavement will be subject to inspection per Section 105.10 of the H) For the purposes of this policy, where the term Engineer is used in and 306.08 of the Standard Specifications. Standard Specifications for the purpose of ascertaining that this policy and the Standard Specifications, it shall mean: P section indicated on the approved construction documents. P the work is in substantial conformance with this policy and a The Carmel City Engineer, staff of the Department of ii)Localized weak areas of the existing pavement section (5) Compaction of the widening shall be in accordance with the approved construction documents. Y 9� P uncovered during the milling process shall be repaired in Section 304.05 of the Standard Specifications. Engineering, other personnel employed by the City of Carmel, or accordance with Section 304.02, 304.03, 304.05 or 305 B)The Contractor shall notify the Engineer a minimum of authorized agent(s) that may be retained to represent the City of of the Standard Specifications. B )Preparation 48 -hours in advance of commencing any work subject to Carmel. the standards established by this policy. ii The Hamilton Count Highway Engineer, staff of the Hamilton iii) Prior to opening milled areas to traffic, the milled i) The Aggregate Base shall be subject to additional proof rolls Y 9 Y 9 areas shall be cleaned of all material, debris and dust in accordance with Section 203.26 of the Standard C) The Contractor shall schedule proofrolls with the Engineer a MJ County Highway Department, other personnel employed by Hamilton resulting from the operation. Specifications just prior to placing the HMA courses in minimum of 48 -hours in advance of such proofrolls. County, or authorized agent(s) that may be retained to represent accordance with Section 3D(iii) of this policy. Unacceptable A MINIMUM 4 "DIA. PIPE Hamilton County Highway, depending on the location of the work. iv) Milled areas that remain open to traffic longer than areas shall be corrected to the satisfaction of the Engineer D)Sompling and testing of materials, equipment or CLEANOUT SHALL BE TRUNK LINE I < those times stipulated in Section 306.05 of the Standard before any paving operations commence. construction work may be required at the expense of the INSTALLED WITHIN THREE BUILDING LATERAL I) Authority of the Engineer over the work shall be per Section 105.01 Specifications shall be subject to liquidated damages Contractor at the discretion of the Engineer for the purpose LATERAL MINIMUM MINIMUM SIZE = 4" of the Standard Specifications. outlined in Section 306.05 of the Standard Specifications. ii)AII displacement or rutting of the Aggregate Base shall be of ascertaining that the work is in substantial conformance BU FEET A OUTSIDE SIZE = 6" U) The Contractor shall be responsible for payment of these repaired prior to placing HMA mixtures. with this policy and the approved construction documents. BUILDING WALL. A PLUG mi J)Prior to commencing the work, the Contractor performing the work liquidated damages. P Y PP SPECIFIED BY THE PIPE 1 /8 BEND a iq g filled asphalt surfaces shall be tacked in accordance Sampling and testing shall conform to the requirements of MANUFACTURER SHALL �A� shall contact the Engineer to schedule a pre - construction meeting to iii) M p I K \O A A g the sections of the Standard Specifications applicable to the review the Engineer's construction requirements, staff notification 3)Aggregate Bases with Section 406 of the Standard Specifications. portion of the work suspected to be non - compliant or as 10 USED TR ENSURE CD requirements, required inspections for certain stages of the work and A)General iv} Asphalt surfaces between courses shall be tacked in directed by the Engineer. 100 WATERTIGHTNESS. .o �� to review the authority f the Engineer as it relates to the work. accordance with Section 406 of the Standard Specifications. _ _ O Y 9 _ _ IMM nder no circumstances shall work subject to the standards i) This work shall consist of placing a compacted aggregate E)Where the Engineer determines that is necessary to confirm W H Kw on a prepared soil subgrade in accordance with Section v)Contact surfaces of curbing, gutters, manholes, and other compliance with standards of quality or thickness, pavements 1/8 BEND c commence without obtaining approved structures shall be tacked in accordance with Section 406 shall be cored and tested at the expense of the Contractor. W established by this policy g P 105.03 of the Standard Specifications. construction drawings b the City of Carmel Department of of the Standard Specifications. The average thicknesses of all courses must equal or COMPACTION OF GRANULAR BACKFlLL �"" � 9 Y Y O I �_ 0 Engineering. ii)Aggregate Base materials shall be in accordance with exceed the minimum prescribed by the approved construction IS CRITICAL UNDER WYE AND BEND. U) vi Surfaces on which a mixture is placed shall be free IF PROPER COMPACTION CANNOT BE � to 2 oundation Section 301.02 of the Standard Specifications. ) documents, and no single core shall show a deficiency � from objectionable or foreign materials at the time of ACHIEVED, PLACE A MIN. OF 6" OF � iii) The material shall be obtained from a Certified placement. greater than one half inch (1/2 ") in any course or total W A )General Aggregate Producer in accordance with Section 917 of the thickness from the pavement section indicated on the 3' FROM CLASS B CONCRETE AROUND 1 /8 BEND. Q Q Z J M the construction re oration of the Standard Specifications. vii} Tack Coat material shaft be distributed with equipment approved construction documents. BUILDING I ca 0 consist of meeting the requirements of Section 409.03(a) of the SERVICE WYE IR i) This work shall /P P foundation in accordance with Section 105.03 of the Standard iv) The Aggregate Base material shall be handled and Standard Specifications. F)deve inspections shall not nt construed to relieve the and on the work site in a manner that developers' engineers or contractors in any way from their I � Specifications. transported to, , B xcavation and Embankment minimizes segregation and moisture loss. C) Weather and Seasonal Limitations obligations and responsibilities under their contracts. W J temperature Specifically, inspection by the Engineer, or by retained � 2 W v)Aggregate Bases shall be constructed on prepared i) HMA courses shall be placed when the ambient temp engineers or testing agencies, shall not require them to Z i Prior to beginning excavation and embankment operations, all and to thicknesses equal or greater than and the temperature of the surface on which it is to be 9 W ) g g i stripping and foundations q =) necessary clearing, grubbing, scalping and topsoil PP 9 those indicated on the approved construction documents placed is 45'F (7'C) or above. The Engineer shall determine assume responsibilities for the approved construction 'llin for removed items within the slope stake ambient temperature. There shall be no provision for low documents, for any misinterpretation of the approved W V subsequent backfi g the amb p limits shall be performed in accordance with Section 201.03 and B)Temperature and Seasonal Limitations temperature compaction allowed by Section 402.16 of the construction documents by the contractors during PLAN 201.04 of the Standard Specifications. All topsoil, vegetation, roots, accordance with Standard Specifications. construction, or for the means and methods of construction, PLACE J�» DIAMETER EXTRUDABLE Z W Z CD stumps, friable and deleterious material shall be completely removed i) The Aggregate Base shall be placed in acco nor for safety on the job site. the temperature limitations of Section 301.04 of the ii No mixture shall be placed on a frozen subgrade. - PREFORMED GASKET MATERIAL IN EACH within the limits of the slope stakes. 'ations. ) _ _ _ _ _ KEYWAY (SEE DETAIL). NON ASPHALTIC o '"� Standard Specific G) Work identified to not meet the requirements of this policy O � xcavations iii) Under no circumstances shall HMA mixtures be placed or the approved construction documents, unacceptable work, I I 1t�j MASTIC OR BUTYL RUBBER PLASTER W C- ii)Frozen material shall not be placed. 0 yielding material between December 15 and March 30. whether the result of poor workmanship, use of defective ACCEPTED ALTERNATIVE. � 3: U (1) After excavation operations, all spongy and y g materials, damage through carelessness, or any other cause PLAN VIEW removed from within the iii) Aggregate Bases must be placed and pass proof roll iv) If a foundation that is to receive one or more courses g g I 1 " C.I. LOCATOR ROD 63' that does not readily compact shall be found to exist prior to the final acceptance of the work, prior to November 30 in order to allow paving in OR MAGNETIC TAPE slope stake limits and the resulting void shall be refilled with P of base, intermediate, or surface HMA mixtures is placed shall be removed immediately and replaced in an acceptable suitable material and compacted in accordance with Section 203 accordance with Section 4C(iv) of this policy. and determined to be an approved foundation by the City INSTALLED O of the Standard Specifications. C) Preparation prior to November 30, placement of HMA courses will be manner at the Contractor's expense. PRECAST CONCRETE allowed up to December 15, provided that the ambient and H If the Contractor fails to comply forthwith with any order ADJUSTING RING OR FLANGE OF CASTING (2) Any pronounced depressions within the slope stake limits i) The prepared foundation shall be free from objectionable foundation surface temperature complies with the .. > 0 resulting after excavation operations shall be refilled with suitable made under the provisions of this subsection, the Engineer 03 of the or foreign materials at the time of placement. requirements of Section 4C(i) of this policy and the paving will have authority to cause unacceptable work to be N accordance with Section 2 of a full time construction - 4 a material and compacted in acc contractor a for the services Standard Specifications. ii)The subgrade shall be subject to additional proof rolls in pay remedied or removed and replaced; to cause unauthorized �� of the Standard inspector and who shall act as an authorized agent of the work to be removed; and to deduct the costs from any ° ° d I Embankments accordance with Section 203.26 Engineer. The Engineer shall select the construction d iii) E Specifications just prior to placing the Aggregate Base on g g monies due or to become due. inspector. MIN. FALL 30' N (1) Embankments shall be constructed in accordance with Section the subgrade in accordance with Section 2C(v) of this I) Work done contrary to instructions provided by the Engineer 1 /4" PER FOOT 203 of the Standard Specifications. policy. Unacceptable areas shall be corrected to the v)lf the ambient and foundation surface temperature complies shall be considered unacceptable and subject to immediate (2) All spongy and yielding material that does not readily compact satisfaction of the Engineer before any Aggregate Base is with the requirements of Section 4C(i) of this policy between removal and replacement in accordance with the instructions RIGHT -OF -WAY sloe stake limits prior to placed. April 1 and April 15, HMA course shall be allowed to be provided by the Engineer. 3 FROM NOMINAL" BUTYL RUBBER shall be removed from within the p P placed on an approved foundation provided that the paving BUILDING LINE embankment operations. D)Spreading and Finishing contractor a for the services of a full time construction 6)Acceptance BASE EXTRUDABLE PREFORMED p contra pay 24 "I.D. N who shall act es an authorized agent of the GASKET MATERIAL (TYP.) OR essions within the sloe stake limits ate Base shall be s read in accordance with inspector and 34 "O.D. (3) Any pronounced depr P 1) The Aggreg P A efore acce tance of an hose of construction, the ACCEPTED ALTERNATIVE. Engineer. The Engineer shall select the construction � P Y P � • resulting after clearing, grubbing, scalping and topsoil removal Section 301.05 of the Standard Specifications. En9 g Engineer shall determine if the improvements are in ELEVATION shall be refilled with suitable material and compacted in inspector. Base shall be compacted in accordance substantial compliance with this policy (except for any SHEET NO.", - accordance with Section 203 of the Standard Specifications prior ii)The Aggregate the Standard Specifications. vi The Engineer reserves the right to suspend all paving with Section 301.06 of P ) g variances granted) and the approved construction documents GASKET DETAIL SECTION A -A to embankment operations. operations if, in the opinion of the Engineer, that prevailing 'or to the construction of an embankment, the original iii) Subsequent paving courses shall be placed over the weather conditions and /or the condition of the Subgrade B)The Engineer may, at his sole discretion, accept work that SERVICE CONNECTION FOR SHALLOW SEWERS (4) Prior Y Base within 14 calendar days. Aggregate Bases and /or the Aggregate Base may result in substandard HMA is not in conformance with this policy provided that the PRECAST CONCRETE ground surface within the limits of the slope stakes shall be Aggregate that la exposed for eriod of time greater than 14 work is bonded fora period greater than three years. The (LESS THAN 15' DEEP) leveled and the upper 6- inches shall be compacted in Y P P placement, spreading and finishing. P g C604 accordance with Section 203 of the Standard Specifications. calendar days or experience a measurable rain event prior P P g g� Engineer shall establish the extended bonding requirement. ADJUSTING RING DETAIL to the placement of subsequent paving courses shall be T 1 66 4 (5) Embankments shall be shaped to be well drained and shall be subject to inspection and acceptance by the Engineer. At NO SCALE protected to prevent erosion. the discretion of the Engineer, additional proof rolls may be required. NO SCALE (6) Loose depth of each embankment lift, final compacted depth, q compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications.