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06040006 Construction Plans Civil, Architectural, Landscape Rcv. 4/4/2006 DOCS
MAYOR: i� olry OF CA- IqNEL ONE CIVIC SQUARE CARMEL,IN 46032 JAMES BRAINARD, MAYOR Ph. (317) 571 -2403 FAX (317) 844 -3498 OWNER: TWO CIVIC SQUARE CARMEL,IN 46032 DOUGLAS CALLAHAN, CHIEF Ph. (317) 571 -2600 FAX (317) 571 -2615 ENGINEER: u � mini Architects & Engineers 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 Ph. (317) 842 -6777 FAX (317) 841 -4798 LOCATION MAP LLJ 1` 7 f r' 7 -7 ri ry 7 El BROOKSHIRE LAKES PLAT BOOK 8, F Li b( A DA T�f v LdA, I THE TRAILS AT AVIAN GLEN SECTION NINE INST. NO. 96 -30227 P.C. NO. 1, SLIDE 694 IG DETENTION POND L POOL= 780.87 :AR PEAK= 781.58 PROJECT DATA PROJECT ADDRESS PROJECT AREA REGULAR PARKING SPACES ACCESSIBLE SPACES TOTAL PARKING SPACES PUBLIC STREET NAME BUILDING AREA MAX NO. OF EMPLOYEES INDEX 1 SHEETS 1 DESCRIPTION 5032 MAIN ST 0.9 ACRES 20 1 21 MAIN STREET _12, 000 SF 10 CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS PLAN C102 OFFSITE EXISTING CONDITIONS C103 DEMOLITION PLAN C201 SITE PLAN C202 SITE DETAILS C301 GRADING PLAN C401 EROSION CONTROL PLAN C402 EROSION CONTROL NOTES C403 EROSION CONTROL DETAILS C501 UTILITY PLAN C502 UTILITY PLAN DETAILS C503 UTILITY PLAN DETAILS A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ATTIC LEVEL PLAN A501 EXTERIOR ELEVATIONS A502 EXTERIOR ELEVATIONS L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS BENCHMARKS REFERENCE BENCHMARK AT CARMEL DAD'S CLUB PROPERTY, 5459 EAST 131ST STREET CARMEL, INDIANA; A RAILROAD SPIKE IN THE EAST SIDE OF A LIGHT POLE, LOCATED BETWEEN THE NORTH FENCE OF A BASEBALL DIAMOND AND THE SOUTHWEST CORNER OF AN ASPHALT AND GRAVEL PARKING LOT. ELEV. = 787.58 (NGVD 1929) o b o4-, o o o Lp CONTACT CO. /PERSON FOR OWNER CARMEL FIRE DEPT. 571 -2403 844 -3498 KAREN COLLINS, PE 845 -7171 CHIEF DOUGLAS CALLAHAN PROJECT SURVEYOR ERIC WHITE, LS 845 -7033 WATER DEPT. PAUL PACE 571 -2658 N C O_ .y 571 -2462 CINERGY /PSI SHAWN SOUTH 581 -3042 581 -3031 VECTREN DON PERDUE 776 -5534 776 -5553 AT &T /SBC /AMERITECH SCOTT OSTERMEIR 968 -6017 955 -8418 BRIGHTHOUSE NET. BRANDY EARL 632 -9077 632 -5311 CITY ENGINEER GARY DUNCAN 571 -2441 571 -2439 D d 00 N CITY UTILITIES JOHN DUFFY 632 -9077 571 -2642 a Q •� CO. SURVEYOR KENT WARD 776 -8495 776 -9628 D.O.C.S. SCOTT BREWER 571 -2478 517 -2426 STREET DEPT. DAVE KLINGENSMITH 773 -2001 773 -2005 SANITARY CARMEL UTILITIES 571 -2645 J � w PAUL ARNONE W cr cl�o "HOLEY MOLEY " SAYS i AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CRIPE TEAM 317- 842 -6777 FAX - 841 -4798 NO. PROJECT ENGINEER JENNIFER PHELAN, PE 845 -7046 PROJECT MANAGER KAREN COLLINS, PE 845 -7171 PROJECT SURVEYOR ERIC WHITE, LS 845 -7033 QUALITY ASSURANCE TOM SCHELLENBERGER 845 -7022 N C O_ .y DWG. TYPE FILE NUMBER C O d .0 0 N C O_ .y 0 W w w z t w z o wwQZ >- F- �w zW Z W z W H U Q 0 W z u a (n N z z Q N U szz Q Q Q U J J J IY U 00 0) o `r N D d 00 N 0 aj cr z .o- 0 =z Q a Q •� C r-- ^V CU 1 " L ^— I 1 0 00 rt W ' 06 cl s J � w w� W cr cl�o Cr LL. W O Ld 0 >- t � U � CERTIFIED BY. �, c; o ., ���• . .. `04Q45308 : w STAiE S�ON���L ��daraeea4��v�� Drawn By: Jennifer Phelan, PE Checked By: Karen CoUin% PE Quality Assurance: Tom ScheWnberger Scale: 0 Scale: 1* = NAB Sheet C S Date 4- 4-2006 Project Number 0050358 -10100 OcA— Ockley silt loam, 0 to 2 percent slopes SOILS MAP LEGEND ' SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under con- struction; no base flood elevations deter- mined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. X FLOODWAY AREAS IN ZONE AE 5' .h OTHER FLOOD AREAS ZONE X Areas of 500 -year flood; areas of 100 -year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year v flood. W W O w W F-- Z U 0 W Z _� W OTHER AREAS r ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undeter- mined, but possible. UNDEVELOPED COASTAL BARRIERS` ® \ Identified Identified Otherwise 1983 1990 or Later Protected Areas Identified 1991 or Later • Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. Floodplain Boundary Floodway Boundary Zone D Boundary 4, te - x Boundary Dividing Special Flood Hazard _�..�,Las� �� Zones, and Boundary Dividing Areas of Dif- ferent Coastal Base Flood Elevations Within Special Flood Hazard Zones. ---Y ---513 Base Flood Elevation Line; Elevation in Feet" A A Cross Section Line Transect Line (EL 987) Base Flood Elevation in Feet Where Uniform Within Zone" RM7 X Elevation Reference Mark • M1.5 River Mile "Referenced to the National Geodetic Vertical Datum of 1929 MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP FEBRUARY 19, 2003 EFFECTIVE DATE(S)OF REVISION(S)TO THIS PANEL For community map revision history prior to countywide mapping, refer to the Community History table located in the Flood Insurance Study report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at (800) 635 -6620. NO SCALE v �`.` -•fix s-w:� WINN ERGREEN RM '' IN �► 227 -3 City of SUN BRIAR 3 CT Carmel E 180081 BEACHTR E --- ZONE CIR oP BRIARWOOD ZONE X J U HARRISON DR BRIAR STONE TR y SURREY LN `pat pQ� 0 D ESSEX � 09 v O� DERBYSHIRE CT Gp TUDOR MAIN ST I �P r- rn 0 11h 0 ZONE PUFFIN PL �X WARBLER WAY CT OSPREY WY GYRTALCON PLACE ar- A x OPER SkAwK O t J 4.1 ZONE X A ZONE X�`�f f =�. k�f C QO Q� SITE_G'..A LIMIT OF DETAILED STUDY Q BONE X Hamilton County Unincorporated Areas 180080 Hamilton County FLOOD MAP NO SCALE City of Ca-. 180081 E NATIONAL f100D I110RA110E PROGRAM� villivi FLOOD INSURANCE RATE MAP HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS PAIIEL 227 OF 290 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX CARMEL, CITY OF 180081 0227 F HAMILTON COUNTY 180080 0227 F Notice to User: The MAP NUMBER shown below should be used when placing map orders; the COMMUNITY NUMBER shown above should be used on Insurance applications for the subject community. MAP NUMBER 18057CO227F EFFECTIVE DATE FEBRUARY 19, 2003 Federal Emergency Management Agency I AERIAL PHOTO NO SCALE LOCATION MAP /QUAD MAP NO SCALE 0: 12005105035811010U1caa1ENGR1CdsWC1UU .dwg, 3131l2UU6 1U:41:U/ AM, mwagner, 1:1 F7 0 n •c v a, 0 N C O > 0 0 O w W F-- Z U 0 W Z _� W 2 (n to it 0 W a Z O a Z W Z ] F- U0Q��O �w0acn� U;ZZZ< ;<<<af Q0JJ_J co (7 O to N Q 00 • N O Q I� C)" z t— .°- Q� 0 =zQ Q L � O _ N U Q �<It 000 z^ Ln ;k. rn _q 06 4, rte- U L Q Q J wCD O LLJ J= �(0 O F d- W = aJ Q O w G t4-) [af U � CERTIFIED BY: 4,.q "r< ' t` ' �i s rF,F. � • 4: No b ' •10404538 : cc 70 • 0 STATE OF ° LU • so 0 IV A 1- �o4si e i r e i,t��t, Drawn By. Jennifer Phelan, PE Checked By: Karen CoMns, PE Quality Assurance: Tom Scheknbarger Scale: 0 Scale: 1" = NA' Sheet 0100 Date 4-4-2006 Project Number 0050358 -10100 C O :7 C1 C U A V N C O N Y y o N W x W W U U W Z F W _ U) U) 000 W w Q Z O F �W zW¢ L) Q�rr w Z Q J D 0 F - WC)iL Na- = J 0 a 0 Z U j Z Z Z Q N QUJJ_ <J 00 0) 0 Lo N (D 00 o Q l-, (3) a'Q�,a Q 0 X N = Z Q Q Q LL- a-- �_ U U J N0I� o f\ < QN — J- W 0 00 Z t\ W 06 .. U - t U Q W Z J � �1' Z W 0 Lo �CID � U zz z LJL � �J z U Lnn � 1= V) X W CERTIFIED BY. e a. N 10404538 O ' STATE OF LM • ,n :4 ./ 0 r to A L- I r 10%01 Drawn By: Jennifer Phelan, PE Checked By: Karen CoUis, PE Quality !Assurance: Tom Schepenberger Scale: 0 Scale: 1' = 20' Sheet 101 Date 4-4 -2006 Project Number 0050358 -10100 TC= 785.40' IE 12" RCP (S.E.)= 782.20' \ \\ TC= 785.33' IE 12 RCP (S.W.)= 782.08 \` TC= 785.31' /~ IE 12- RCP (N.W.)= 781.89' IE 12' RCP (N.E.)= 782.01 IE 15 RCP (S.E.)= 781.78 THE TRAILS AT AVIAN CLEN SECTION NINE INST. NO. 96 -30227 P.C. NO. 1, SLIDE 694 337 ;-� 0 0 0 \ 3)0 I I I o / I � I i I 20' DRAINAGE EASEMENT PER PLAT IGRASS EDGE OF WATER AS OF 3/12/06 Nx \ I �, ! POND EXISTING DETENTION POND EXIST � / NORMAL POOL= 780.87 100 YEAR PEAK 781 58 1 � I i BLOCK J / COMMON AREA —� \ 15' DRAINAGE & UTILITY EASEMENT PER PLAT Q�, x I ---- IE= 780.87 i l w / CD cri �� --- --- TC= 783.55' 15° P (N.)=780.90' / - 4 WRGUG- IR`D�i-- FZUa -- ASGNRY - COI:'U} - -- i ---- ___ IE 15" RCP (S�0.6ff� i.B.M ELEV.= �$�6 -1-� W'� - E-= -=-E __ - E- - _ E- -- =E ----7--E - - _E- -- = E- - -- T= =�T - - -- r CON"RE E 1hA1..K 1 — 2' CHAIRBACK CONC. CURB - --T r �oa0 000 >000 000 000- 00.0 > 000— --� 000 - - -�r�;T o APPROXIIti4ATc LOCATION OF WATER LINE \ _ FLO'vY LINE OF SWAL£ (TYP.} IE= 783.70' zz� - W - . yy - - ,- '- HTC�-= = TG: —� - , -_ �_ , - - y� - - W , - yN M - - _ _ W - - yv - - Vyr _ - V/ - - yy _. _ _ W _ _ _ yV - -W _ _ ___ W - _. W - -W - - yy' _. -W - -W - -W - _ lyy _ -W - ..- W - -W __ -�-y,� - - �� _`_ -�1y„ - -°W - Vt---- i - - n o r ._ - BTC -- - -BTC-- -� � - y�j`� - - - - - TC= 785.07' - IE 15' RCP (N.)= 779.8'± 1 G \ - G G -- G G - - G - - G - - G -- - G - - G IE 24" RCP (E.)= 773.89' DID NOT LOCATE ��, co IE 24" RCP (S.)= 773.97' END OF PIPE rJ- �,,,; �„ tip r,. IE 12" RCP (W.)= 800.0'± I �� I ` 89"0__ 5 A t10.,� _ S 8`9'56'120" YF�r ���...i.iI.%I�1 ED) \t.i. SOUTH LINE, N.W. 1/4, SEC. 28 );iLL,i;�:Nlwv �� ASPHALT DRIVE _ ASPHAL DRIVE S. E. C SEC. BRASS PER H EXISTING FEATURES LEGEND — — — RIGHT OF WAY 0 POWER POLE —' — EDGE OF PAVEMENT E - - -- GUY WIRE = ___________________= CHAIRBACK CURB AND GUTTER - " "---------- - - - - -- ROLL CURB STRAIGHT CURB TELEPHONE RISER ® UTILITY RISER; ELEC. & CTV E:T D ELECTRIC TRANSFORMER --- LSr� -- SANITARY SEWER & MANHOLE 4-- <' STREET LIGHT STORM SEWER; END SECTION, INLET & M.H. LIGHT POLE -G - -G - -G GAS LINE TRAFFIC SIGNAL --W - --W -- --W WATER LINE FIRE HYDRANT - -E - -E - -E - ELECTRIC LINE (AERIAL) -T - -T - -T TELEPHONE LINE (AERIAL) - -- CTV- --- CTV- - CTV- CABLE TELEVISION (AERIAL) BTC BTC BURIED TELE. CABLE E3 EC BEC BURIED ELEC. CABLE X X FENCE LINE (FNC) --- BCT V BCTV BURIED CABLE TV -J --` -j -- - ----- GUARDRAIL D. DEED DIMENSION M. MEASURED DIMENSION P. PLAT DIMENSION R. RADIUS L. ARC LENGTH FND. FOUND 0 DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. A VALVE; GAS & WATER -�- STREET SIGN (� ELECTRIC MANHOLE TELEPHONE MANHOLE 90 SEWER CLEANOUT rte- IRRIGATION CONTROL BOX 10 WATER METER v "Q GAS METER EMO ELECTRIC METER Q MAILBOX 0 HEAD hSPRINKLER X SPOT GRADE TC TOP OF CASTING ELEVATION IE INVERT ELEVATION BENCHMARKS REFERENCE BENCHMARK AT CARMEL DAD'S CLUB PROPERTY, 5459 EAST 131ST STREET CARMEL, INDIANA; A RAILROAD SPIKE IN THE EAST SIDE OF A LIGHT POLE, LOCATED BETWEEN THE NORTH FENCE OF A BASEBALL DIAMOND AND THE SOUTHWEST CORNER OF AN ASPHALT AND GRAVEL PARKING LOT. ELEV. = 787.58 (NGVD 1929) °HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG - ITS THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a �s 0 0 0 > o W W W _z U C� UJ W = cn (n U U D' ZO bi w Q Z 0 W Z W Q H ? W Z � ~ Of V U Q - O �UJ0CL U j Z z Z Q O -aaQOf - QUJJJF- 5 • • • • • • • o L, I N � 00 L'4 0Q� Q U o =z< Q LL. �L � � U O _ QI Q LiJ -;I- 00 0 LU Cb U U a CJ� z a J C O � F— w w� �C) 0 Z CC co 0 < U) C3 0 � :5 --J U% I- o Q W V Ln W H CO 1 0 CERTIFIED BY: .vto 404538 • - LU p 1 STATE OF " '�ss'•� valaNP• o�R�g6�+A9Y��eee, Drawn By: Jennifer Phelan, PE Checked By: Karen Collins, PE Quality Assurance: Tom ScheUenberger Scale: 0 Scale: 1'= 20' Sheet C102 Date 4- 4-2006 Project Number 0050358 -10100 12' RCP DID NOT LOCATE END OF PIPE TC= 784.65' IE 6' VCP (S.)= 779.44' IE 8' VCP (W.)= 779.44' REBAR SET IN CONCRETE -- FOUND- 0.6' N. & 0.3'W. _-_-W — _.._W — —W ___. ,r f — —W — —W __._ —W W - BCTV - -- BCTV - -- BCTV - COULD NOT SET PROPERTY CORNER FALLS IN FENCE CORNER POST 15' RCP DID NOT LOCATE END OF PIPE WEST LINE, E. 1/2, E. 1/2, N.W. 1/4, SEC. 28 M GRASS �I I L.L, ICD U c, m Ln m I� ,I -- I I CONCRETE I I I BASKETBALL I I COAL POST I / O , 2 - A.C. UNITS < I I 12 / �/ EDGE OF WATER AS OF 3/12/06 -- --� C:) \ - 33.1' w GRASS \ g x N C'J' / L 3E 43.6 "q- C:) ' bIP FIRESTATION #44 1 STORY FRAME & MASONRY BUILDIN 16 cv POND 1 0 EXISTING DETENTION POND NORMAL POOL= 780.87 j 100 YEAR PEAK= 781.58 3x3 CONC. BASE / J x / \ z LO I I (. ; ASPHALT C:) ' ^, + BUILDING f 4 j � OVERHANG I � Uz +II 29.3' ME m (o BRICK PLANTER 6 I I n � �-- _ - - I I ► I ( ( CONCRETE DRIVE I / GRASS o I 3 - 4 SHRUBS I / FLAG I o POLE o _ �p I ��CONC. I I \ Ln ! I 21 c?� � \ 1 1 4 \ 4', OU O ^ W iASOvhT`COWM.N5-W11 E T B. M — ELE, — 1 -` 5' CHAIN LINK FENCE ' 14 I 7 - - X X ` X - X; ---- -- X X �- -. IE= 783,01 $:. 20 / _ CONCRETE WALK -- tE 55 - BCTV — — BCTVV - ----BCTV ---cn— BC BCTV a 300 - X000 >000 - _�_ - -G- -- G -... W _ _. ._.._ W __._.. W __ -W _ .._'d J W _ . _.._ W - _-•_ W -__ W - -- W _ - W- �- G_ - _ W - W - - W - -- W - —W 0 .._. -BTC'` o J BTC- - BTC- - BTC � o C- - BTC - LO NOT LOCATE B - ---' END OF PIPE __--- -- - -- =--E - E - E - — : - _ T --- T _._ CONCRETE WALK I 1 =B--- Bye- --� -$��_- - - - -- -- -T T-'--`- T- - = --= �T - -- --�- -- - - -- -- ---------- - - - - -- -- _- - - -- - -.._ RETE t'rALK CONC T - E- _"BC'i----- £--- -- °�g£�1F _T___� =T MT— _ Qr 15V I I 0 0 0 < I V T - CT� --,._ 7 11 T _ -GAS MAR ER POST I fse - 0 0 0 0 0 0 o 0 0 > > -L-G -- ('� "BC'(T� cn APPROXIMATE LOCATION OF WATER LINE J _ G --- • =� � � FLOW LINE OF SSIALE (TYP.) , -w W - . _ _ W - -W -- - V - -W - -W - - W -- I` - �' $-'� G W - -W - y t _ _ _ W Q - q _- H t TC�-� gT=�""' ---BTC =_" V! --- —W - —W - —W - —W - _ w! - _ _ W _13C -- - BCN - BCN -- - BC]V I ( G -- _ _ o y . - "BTC--- - ----- r (C°" &I t, y ._; - S 89 56 20 W (M.) a XI �. 'r— CONCRETE. ` LIFT STATION VVI \VI \LIL IIL/WIFrU_L W /METAL LID ON TOP 131ST STREET fG `G -... ...._G -. ._._G - ..-G - -G ._ -G 180.00 SOUTH LINE, N.W. 1/4, SEC. 28 dz i i i 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WILL OCCUR. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 11. DEMOLISH EVERYTHING ON SITE EXCEPT AS STATED BELOW. PROPOSED DEMOLITION LEGEND EXISTING TO CONSTRUCTION BE / .,.,.,.,.,.,.,.,., • CONSTRUCTION ........._. DEMOLITION KEY NOTES 1O MAINTAIN WATER METER AND WATER LINE TO MAIN STREET, 2O CAP WATER AT PROPERTY LINE, COORDINATE WITH UTILITY. O3 RETAIN SANITARY SEWER LINE TO CLEANOUT, CLEANOUT TO BE REPLACED. OMAINTAIN CLEANOUTS INPLACE AND CAP LINES AT CLEANOUTS. OMAINTAIN GAS LINE FROM MAIN STREET TO THIS POINT, COORDINATE WITH UTILITY. OREMOVE FLAG POLE AND BASE AND STORE FOR FUTURE USE. 7O RELOCATE POLE AND COORDINATE WITH UTILITY. OREMOVE BCN AT PROPERTY LINE AND COORDINATE WITH UTILITY. 9O REMOVE AND REPLACE SAME FENCE FOLLOWING INSTALLATION OF UTILITY. 10 RETAIN BURIED TELEPHONE CABLE TO THIS POINT, COORDINATE WITH UTILITY. 1 1 SAWCUT SIDEWALK. 12 REMOVE AND STORE BASKETBALL GOAL FOR FUTURE USE. 13 REMOVE AND STORE COMMUNICATION TOWER FOR FUTURE USE. 14 REMOVE CONCRETE DRIVE AND SIDEWALK WITHIN RIGHT -OF -WAY. 15 RETAIN BURIED ELECTRIC CABLE TO THIS POINT, COORDINATE WITH UTILITY. 16 REMOVE BUILDING IN ITS ENTIRITY. 17 REMOVE ASPHALT PAVEMENT IN ITS ENTIRITY. 18 REMOVE SHED. 19 REMOVE STORM INLETS AND CULVERT UNDER EXISTING DRIVE. 20 REMOVE SIGN AND LIGHTS. 21 REMOVE WATER LINE FROM METER TO STRUCTURE, COORDINATE WITH UTILITY. "HOLEY MOLEY ° SAYS CALL AT LEAST TWO FULL CAUTION WORKING DAYS BEFORE YOU DIG ITS THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. EXISTING FEATURES LEGEND - - - RIGHT OF WAY JO POWER POLE - EDGE OF PAVEMENT E - - -- GUY WIRE °_== °_ ° °=== __= y = ° = =_= CHAIRBACK CURB AND GUTTER TELEPHONE RISER _____ _ =____= ROLL CURB UTILITY RISER; ELEC. & CTV STRAIGHT CURB F_T �] ELECTRIC TRANSFORMER --- -- -��S�— SANITARY SEWER & MANHOLE G-Q- STREET LIGHT o -- ----�= STORM SEWER; END SECTION, INLET & M.H. LIGHT POLE 0 z U Z -G - -G - -G GAS LINE = In z c� o o a TRAFFIC SIGNAL o �L J w W V) -W- --- W --- -W— WATER LINE — QQaa'_ Q U J J J P FIRE HYDRANT 00 - -E - -E - -E - ELECTRIC LINE (AERIAL) 0 VALVE; GAS & WATER 00 •N --T - -T - -T TELEPHONE LINE (AERIAL) -•- STREET SIGN Q ,` —�U O =z< - -- CTV- - CTV- - CTV- CABLE TELEVISION (AERIAL) (® ELECTRIC MANHOLE N U BTC BTC BURIED TELE. CABLE I �QC'4w TELEPHONE MANHOLE 000 BEC BEC BURIED ELEC. CABLE 90 SEWER CLEANOUT X X FENCE LINE (FNC) IRRIGATION CONTROL BOX - s BCTV BCTV BURIED CABLE TV 'b WATER METER - `-� - -� -- -1 - GUARDRAIL '10 GAS METER J D. DEED DIMENSION EMO ELECTRIC METER Q M. MEASURED DIMENSION 0 MAILBOX F- 0 P. PLAT DIMENSION ® SPRINKLER HEAD �_ R. RADIUS L1J � U SPOT GRADE L. ARC LENGTH TC TOP OF CASTING ELEVATION CERTIFIED BY: - 1 -4 -06 FND. FOUND IE INVERT ELEVATION � i0404538 1 O DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. go CAP STAMPED "P.I. CRIPE, INC.„ UNLESS OTHERWISE NOTED. Drawn By: Jennifer Phelan, PE Checked By: GENERAL DEMOLITION PLAN NOTES[ Quality Assurance: Tom Schellenberger -- I I CONCRETE I I I BASKETBALL I I COAL POST I / O , 2 - A.C. UNITS < I I 12 / �/ EDGE OF WATER AS OF 3/12/06 -- --� C:) \ - 33.1' w GRASS \ g x N C'J' / L 3E 43.6 "q- C:) ' bIP FIRESTATION #44 1 STORY FRAME & MASONRY BUILDIN 16 cv POND 1 0 EXISTING DETENTION POND NORMAL POOL= 780.87 j 100 YEAR PEAK= 781.58 3x3 CONC. BASE / J x / \ z LO I I (. ; ASPHALT C:) ' ^, + BUILDING f 4 j � OVERHANG I � Uz +II 29.3' ME m (o BRICK PLANTER 6 I I n � �-- _ - - I I ► I ( ( CONCRETE DRIVE I / GRASS o I 3 - 4 SHRUBS I / FLAG I o POLE o _ �p I ��CONC. I I \ Ln ! I 21 c?� � \ 1 1 4 \ 4', OU O ^ W iASOvhT`COWM.N5-W11 E T B. M — ELE, — 1 -` 5' CHAIN LINK FENCE ' 14 I 7 - - X X ` X - X; ---- -- X X �- -. IE= 783,01 $:. 20 / _ CONCRETE WALK -- tE 55 - BCTV — — BCTVV - ----BCTV ---cn— BC BCTV a 300 - X000 >000 - _�_ - -G- -- G -... W _ _. ._.._ W __._.. W __ -W _ .._'d J W _ . _.._ W - _-•_ W -__ W - -- W _ - W- �- G_ - _ W - W - - W - -- W - —W 0 .._. -BTC'` o J BTC- - BTC- - BTC � o C- - BTC - LO NOT LOCATE B - ---' END OF PIPE __--- -- - -- =--E - E - E - — : - _ T --- T _._ CONCRETE WALK I 1 =B--- Bye- --� -$��_- - - - -- -- -T T-'--`- T- - = --= �T - -- --�- -- - - -- -- ---------- - - - - -- -- _- - - -- - -.._ RETE t'rALK CONC T - E- _"BC'i----- £--- -- °�g£�1F _T___� =T MT— _ Qr 15V I I 0 0 0 < I V T - CT� --,._ 7 11 T _ -GAS MAR ER POST I fse - 0 0 0 0 0 0 o 0 0 > > -L-G -- ('� "BC'(T� cn APPROXIMATE LOCATION OF WATER LINE J _ G --- • =� � � FLOW LINE OF SSIALE (TYP.) , -w W - . _ _ W - -W -- - V - -W - -W - - W -- I` - �' $-'� G W - -W - y t _ _ _ W Q - q _- H t TC�-� gT=�""' ---BTC =_" V! --- —W - —W - —W - —W - _ w! - _ _ W _13C -- - BCN - BCN -- - BC]V I ( G -- _ _ o y . - "BTC--- - ----- r (C°" &I t, y ._; - S 89 56 20 W (M.) a XI �. 'r— CONCRETE. ` LIFT STATION VVI \VI \LIL IIL/WIFrU_L W /METAL LID ON TOP 131ST STREET fG `G -... ...._G -. ._._G - ..-G - -G ._ -G 180.00 SOUTH LINE, N.W. 1/4, SEC. 28 dz i i i 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WILL OCCUR. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 11. DEMOLISH EVERYTHING ON SITE EXCEPT AS STATED BELOW. PROPOSED DEMOLITION LEGEND EXISTING TO CONSTRUCTION BE / .,.,.,.,.,.,.,.,., • CONSTRUCTION ........._. DEMOLITION KEY NOTES 1O MAINTAIN WATER METER AND WATER LINE TO MAIN STREET, 2O CAP WATER AT PROPERTY LINE, COORDINATE WITH UTILITY. O3 RETAIN SANITARY SEWER LINE TO CLEANOUT, CLEANOUT TO BE REPLACED. OMAINTAIN CLEANOUTS INPLACE AND CAP LINES AT CLEANOUTS. OMAINTAIN GAS LINE FROM MAIN STREET TO THIS POINT, COORDINATE WITH UTILITY. OREMOVE FLAG POLE AND BASE AND STORE FOR FUTURE USE. 7O RELOCATE POLE AND COORDINATE WITH UTILITY. OREMOVE BCN AT PROPERTY LINE AND COORDINATE WITH UTILITY. 9O REMOVE AND REPLACE SAME FENCE FOLLOWING INSTALLATION OF UTILITY. 10 RETAIN BURIED TELEPHONE CABLE TO THIS POINT, COORDINATE WITH UTILITY. 1 1 SAWCUT SIDEWALK. 12 REMOVE AND STORE BASKETBALL GOAL FOR FUTURE USE. 13 REMOVE AND STORE COMMUNICATION TOWER FOR FUTURE USE. 14 REMOVE CONCRETE DRIVE AND SIDEWALK WITHIN RIGHT -OF -WAY. 15 RETAIN BURIED ELECTRIC CABLE TO THIS POINT, COORDINATE WITH UTILITY. 16 REMOVE BUILDING IN ITS ENTIRITY. 17 REMOVE ASPHALT PAVEMENT IN ITS ENTIRITY. 18 REMOVE SHED. 19 REMOVE STORM INLETS AND CULVERT UNDER EXISTING DRIVE. 20 REMOVE SIGN AND LIGHTS. 21 REMOVE WATER LINE FROM METER TO STRUCTURE, COORDINATE WITH UTILITY. "HOLEY MOLEY ° SAYS CALL AT LEAST TWO FULL CAUTION WORKING DAYS BEFORE YOU DIG ITS THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a 0 0 0 � o w � � w w 0 z U Z w = In z c� o o a ?w zwz� z < U Q J o �L J w W V) U z 0 z Q M — QQaa'_ Q U J J J P 00 rn rl- 0 � I N d- 00 •N OQr a� a,'Zr-.a r7 Q ,` —�U O =z< Q L a 0f (1 U o J r�_ O r N U t`Q�� I �QC'4w 000 z^ t\ C6 - s Q' Z __J J wo O 0 CO Q (� Z 0 E—� z z F- 0 w J 0 �-- � N� �_ O U ) L1J � U � CERTIFIED BY: - 1 -4 -06 o.% � i0404538 1 s u i,ATE OF LU go �keeN.4a oe�o Drawn By: Jennifer Phelan, PE Checked By: Karen Collins, PE Quality Assurance: Tom Schellenberger Scale: 0 Scale: 1' = 20' Sheet C103 Date 4 -4 -2006 Project Number 0050358 -10100 336 i WEST LINE, E. 1/2, E. 1/2, N.W. 1/4, SEC. 28 I 19 16 � 16 10 g' TYP 25' 1< THE TRAILS AT AVIAN GLEN SECTION NINE INST. NO. 96 -30227 P.C. NO. 1, SLIDE 694 6' BOARD FENCE \ _ . _ -.- ` \ X X -- X X X 40 `--I x 2 20 20 22' BSL PING BUFFER t rte^. x 12 13 CN 16 Lq 15.50' 7 2 o+-, ( x 25 24 - _ p n 16 U O U. 7 O U J O U� V N 0,0 ,00 „ OOoGOOG� OUGC 32.82' 26 x _ • d < ' cz J , o.�O Z 000cc°u-�o 0a0 o0 o U 00°O D0 0 J U G OpC O BROOKSHIRE LAKES SECTION ONE m G,OUO O O PLAT BOOK 8, PAGE 36 co Z EM N X 23 Q, Tn 56.94' 57.96' TP 7 '< c7 18 o FFE = 785.70 ` 11 FFE ` — 786 20 7C Cn M -n rn - m 0 x 25' 9.74' 7.5' 3.52 TP BSL x a; 1 2 2196 5 337 r � f. .......................... OF WATER AS OF 3/12/06 D EXISTING DETENTION POND NORMAL POOL= 780.87 100 YEAR PEAK= 781.58 1 BLOCK J COMMON AREA t 12.33' F 15 LANDSCAPING BUFFER 16 v 10 7 16 �'r' �`aROUGI il" IRON FENCE Vf /?t1A50PtRY COLUMNS O VIM W 16 O 13 O l ! o-� 4 X --5' CHAIN LINK FENCE 19 O X X X X X X X {__ - - - -,.-• - - � � — � I T- F —WAY � � 10 — — — — — — — — — — — — IE W "Ll< INALIC CL 8 0, 18 18 9 � ✓ '- -CO ^�CR�1E 131ST STREET 9 SOUTH LINE, N.W. 1/4, SEC. 28 SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT 1S NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. SITE PLAN NOTES 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 5. ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL CURB AND WALK AS SHOWN. 6. ALL PARKING STALLS SHALL BE 10' X 18'. PARKING STALLS ARE DIMENSIONED TO THE FACE OF CURB. 7.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 9. SEE SHEET C202 FOR DETAILS REFERENCED. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. SITE PLAN LEGEND BUILDING SETBACK LINE EASEMENT LINE RIGHT —OF —WAY — — — CENTERLINE FENCE GO.'00 COOO 0200 GOOUOOU_ ODva Oj O C COO nU O "G O O O O 0 o a G 0 p`pOpOpjpG G O GRAVEL CONCRETE PAVEMENT v pvQ o o c . UOGO.' 70, OGpJ. OOOO�t KEY NOTE DESCRIPTION O1 CHAIRBACK CURB AND GUTTER (SEE DETAIL CITY OF CARMEL 10 -11) 2O REVERSE SLOPE CHAIRBACK CURB (SEE DETAIL CITY OF CARMEL 10 -12) OCOMBINED WALK & CURB (SEE DETAIL PV -24) OACCESSIBLE PARKING SPACE (SEE DETAIL PV -12D) OACCESSIBLE SIDEWALK RAMP (SEE DETAIL PV -12D) OACCESSIBLE SIDEWALK RAMP (SEE DETAIL PV -13C) OPROPOSED HEAVY DUTY PAVEMENT (SEE DETAIL PV -36) O8 CONCRETE /ASPHALT PAVEMENT SECTION WITHIN THE RIGHT OF WAY (SEE DETAIL PV -36A /36B) OCURB TAPER (SEE DETAIL PV -7) 10 CONCRETE WALK (SEE DETAIL PV -25) 1 1 SEE ARCHITECTURAL PLANS FOR DIMENSION <3> PAVEMENT STRIPING (SEE DETAIL TR -4A) 13 CONCRETE PAVEMENT (SEE DETAIL PV -36B) 14 TRASH DUMPSTER ENCLOSURE (SEE DETAIL MI -18) 15 FLAG POLE (SEE LANDSCAPING DETAILS) <8> LANDSCAPING OR GRASS 17 GRAVEL FOR GENERATOR YARD. PADS PROVIDED BY OTHERS. 18 STRAIGHT CURB (SEE DETAIL PV -17) 19 ACCESSIBLE PARKING SIGN (SEE DETAIL MI -30) <0> PROTECTIVE POST (SEE DETAIL MI -3) <21 > WATER QUALITY DEVICE <9> WALL BY OTHERS (SEE ARCHITECTURAL PLAN) <@> CONCRETE STOOP (SEE DETAIL PV -24) <8> TRANSFORMER PAD BY OTHERS <6> WALL (SEE ARCHITECTURAL PLAN) <26 > BOLLARD DETAIL (SEE DETAIL SW -1) "HOLEY HOLEY " SAYS CALL AT LEAST TWO FULL CAUTION WORKING DAYS BEFORE YOU DIG IT'S THE LAW LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT 1-800-382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1-800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA MI- (1 SIGN Pi "All ISOMETRIC VIEW "An PLAN RAMP SLOPE RAMP SLOPE Max. 1" PER FOOT 5' -0" Min. Max. 1 PER OOT r. SECTION A -A 6" MONOLITHIC TAPPERED CURB AND WALK NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING WITH DEPRESSED CURB RAMP PV -12D NO SCALE " CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & CUTTER (TYPE II) REVISED FIGURE 10 -11 FINISH GRADE 4' CONC. SLAB W /6X6 10X10 WIRE MESH W.W.M. OVER MIN. 4' COMPACTED GRANULAR FILL. FALSE JOINT 6" SEE PAVEMENT SECTION DETAIL FOR PAVEMENT MATERIAL AND SUB BASE PAVEMENT �, ,�•\ .�,'�� % \�' OMPACTED GRANULAR' �� S BASE \i 'ice /� '+ '•��•� /'• f �� <�, \`�•`' /�� / /� \���'4 /i COMPACTED WELL \ :,\� �; \; . \';.. ; \''. ��`;• DRAINED SUBGRADE 5" 6" #4 REBAR TOP & BOTTOM COMPACTED SOIL NOTE: EXPANSION JOINTS SHALL BE PLACED EVERY 25' WITH CONTROL JOINTS EVERY 5' IN BETWEEN. THE EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. TC = TOP OF CURB ELEVATION D11000MBINEDWA L K AND CURB 6" PROTECTIVE POST NO SCALE Top Soil '1T i Compacted / Backfill 24" Slope 4/ft- 4 I a , Class "A" Concrete. ILIA 24" 71 NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 11T= 1' -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISED_ FIGURE 10 -12 NO SCALE 24' F 12" ACCESSIBLE PARKING SPACES SHALL BE d' BITUMINOUS EXPANSION JOINTS EVERY 25', BROOM FINISH Top Soil BLUE GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED INTERNATIONAL SYMBOL OF ACCESSIBILITY VARIES (SEE DETAILS) COMPLYING WITH ANSI 4.28.8. SIGNS SHALL %� U 3`4" A" NOT BE OBSCURED BY A VEHICLE PARKED COMPACTED COMPACTED GRANULAR SUB -BASE (4" MIN.) Q w - 11311-25 IN THE SPACE. Compacted % Sackfill • . �. is oass "A7 Concrete c Ci � WHITE \\\ o ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE FACE THE CHARACTERS, SYMBOLS AND BACKGROUND MATERIAL ACCESSIBLE OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER PARKING tD NON -GLARE FINISH. CHARACTERS AND SYMBOLS Compacted Subgrode- or Aggregate Bose SHALL CONTRAST WITH THEIR BACKGROUND, WITH 80 Go' 24" NOTES: FACES MAY BE .BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. " CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & CUTTER (TYPE II) REVISED FIGURE 10 -11 FINISH GRADE 4' CONC. SLAB W /6X6 10X10 WIRE MESH W.W.M. OVER MIN. 4' COMPACTED GRANULAR FILL. FALSE JOINT 6" SEE PAVEMENT SECTION DETAIL FOR PAVEMENT MATERIAL AND SUB BASE PAVEMENT �, ,�•\ .�,'�� % \�' OMPACTED GRANULAR' �� S BASE \i 'ice /� '+ '•��•� /'• f �� <�, \`�•`' /�� / /� \���'4 /i COMPACTED WELL \ :,\� �; \; . \';.. ; \''. ��`;• DRAINED SUBGRADE 5" 6" #4 REBAR TOP & BOTTOM COMPACTED SOIL NOTE: EXPANSION JOINTS SHALL BE PLACED EVERY 25' WITH CONTROL JOINTS EVERY 5' IN BETWEEN. THE EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. TC = TOP OF CURB ELEVATION D11000MBINEDWA L K AND CURB 6" PROTECTIVE POST NO SCALE Top Soil '1T i Compacted / Backfill 24" Slope 4/ft- 4 I a , Class "A" Concrete. ILIA 24" 71 NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 11T= 1' -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISED_ FIGURE 10 -12 NO SCALE * POST TO BE FINISHED GRADE PRE - PAINTED GALVANIZED STEEL 4 4 SLOPED CONCRE 'I I I o0 I. I BELOW SURFACE MOUNT ACCESSIBLE PARKING SIGN rAI_gn 0 N NO SCALE 16' O O O ENCLOSURE (CONCRETE) 10' O O APPROACH (CONCRETE) 6" 6X6 6/6 WIRE MESH J t cp a ` 4000 P.S.I. CONCRETE Y #53 COMPACTED A. STONE BASE PREPARED SUBGRADE COMPACTED TO 95% STANDARD SUBGRADE DUMPSTER PAD r _iQ NO SCALE VARIES SEE SITE PLAN PAVEMENT MARKING -STOP BAR SOLID WHITE PAVEMENT STRIPING LINES 40 SOUD WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. ------4' WHITE STRIP/E/ 4' WHITE STRIPE , ��r l E PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS TRAFFIC STRIPING TR -4A NO SCALE III 2H z PLAN II FACE OF CURB 6' MIN. 1 " LIP - — --Max• -� FER FOOT 7" p) ASPHALT 4 CONCRETE 4" LEVELING SAND COMPACTED COMPACTED SUBGRADE SECTION A -A NOTE: WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO AVOID PUDDLING ACCESSIBLE RAMP DETAIL PV-13C NO SCALE 11 / — FILL WITH JOINT SEALER d /10 -J `— KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4" CONTROL JOINT % � J D . T vD /3 - CJ CONTROL JOINT JOINT SEALANT --{ 1/2" \ I BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT DETAILS 1 -1 r NO SCALE TC ELEV. 1 "r 6" 4" TOPSOIL 0 _ COMPACTED SOIL !. I TC =TOP OF CURB ELEVATION CONCRETE STRAIGHT CURB 1T NO SCALE TOP OF 6' CURB 3' TAPER PAVEMENT SURFACE 00 _TT! i ! ! �• . a `• � COMPACTED STONE CURB END TRANSITION NO SCALE 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH F 12" ACCESSIBLE PARKING SPACES SHALL BE d' BITUMINOUS EXPANSION JOINTS EVERY 25', BROOM FINISH IDENTIFIED BY A SIGN SHOWING THE BLUE GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED INTERNATIONAL SYMBOL OF ACCESSIBILITY VARIES (SEE DETAILS) COMPLYING WITH ANSI 4.28.8. SIGNS SHALL ro U !;,' A" NOT BE OBSCURED BY A VEHICLE PARKED COMPACTED COMPACTED GRANULAR SUB -BASE (4" MIN.) Q w - 11311-25 IN THE SPACE. r- . co � WHITE ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE FACE THE CHARACTERS, SYMBOLS AND BACKGROUND MATERIAL ACCESSIBLE OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER PARKING tD NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH 80 Go' — ( EITHER LIGHT CHARACTERS ON A DARK BACKGROUND Alum. VAN OR DARK CHARACTERS ON A LIGHT BACKGROUND. l ACCESSIBLE — — SPACES COMPLYING WITH 4.1.2(5)(b) SHALL" HAVE AN ADDITIONAL SIGN "VAN- ACCESSIBLE t o MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. * CH NI�EL POST i E NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. * POST TO BE FINISHED GRADE PRE - PAINTED GALVANIZED STEEL 4 4 SLOPED CONCRE 'I I I o0 I. I BELOW SURFACE MOUNT ACCESSIBLE PARKING SIGN rAI_gn 0 N NO SCALE 16' O O O ENCLOSURE (CONCRETE) 10' O O APPROACH (CONCRETE) 6" 6X6 6/6 WIRE MESH J t cp a ` 4000 P.S.I. CONCRETE Y #53 COMPACTED A. STONE BASE PREPARED SUBGRADE COMPACTED TO 95% STANDARD SUBGRADE DUMPSTER PAD r _iQ NO SCALE VARIES SEE SITE PLAN PAVEMENT MARKING -STOP BAR SOLID WHITE PAVEMENT STRIPING LINES 40 SOUD WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. ------4' WHITE STRIP/E/ 4' WHITE STRIPE , ��r l E PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS TRAFFIC STRIPING TR -4A NO SCALE III 2H z PLAN II FACE OF CURB 6' MIN. 1 " LIP - — --Max• -� FER FOOT 7" p) ASPHALT 4 CONCRETE 4" LEVELING SAND COMPACTED COMPACTED SUBGRADE SECTION A -A NOTE: WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO AVOID PUDDLING ACCESSIBLE RAMP DETAIL PV-13C NO SCALE 11 / — FILL WITH JOINT SEALER d /10 -J `— KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4" CONTROL JOINT % � J D . T vD /3 - CJ CONTROL JOINT JOINT SEALANT --{ 1/2" \ I BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT DETAILS 1 -1 r NO SCALE TC ELEV. 1 "r 6" 4" TOPSOIL 0 _ COMPACTED SOIL !. I TC =TOP OF CURB ELEVATION CONCRETE STRAIGHT CURB 1T NO SCALE TOP OF 6' CURB 3' TAPER PAVEMENT SURFACE 00 _TT! i ! ! �• . a `• � COMPACTED STONE CURB END TRANSITION NO SCALE NO SCALE WITH REINFORCEMENT `— QC /QA -HMA SURFACE 9.5 mm (1r #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4p #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 9" COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV -36A NO SCALE PREPARED SUBGRADE --1 L 1 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS 6x6 10/10 WWM 6" OF COMPACTED GRANULAR FILL CO NCRETE AV EMENT SECTIONS ■ VVV NO SCALE a •c 0 0 �N ? O cn J Q H W D W H M, 0 w Of w w _z U 0 F— w = cn z cq Of o �WaZ >-Q �ZL,,z�,._ 00 Q J O LLJwUacna. V) U) U 5 z z z Q� o- aaaa'_ Q U J J J F- C 7 CD O') r- 0 � I N •d 0 'd(D ' 00 •N Q OQr-- a) z .n- a a: < a Q ti •C QY U U O =t r-- O � � Q 1 �Q�w o00 Z ro En m fit W z V L Q 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH AT CL SLAB, PROVIDE SCORED JOINTS 5' O.C. WITH 1/2" d' BITUMINOUS EXPANSION JOINTS EVERY 25', BROOM FINISH CONCRETE AND PLACE ON 4" OF 93% MODIFIED COMPACTED GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. VARIES (SEE DETAILS) ro U !;,' A" U 0 COMPACTED COMPACTED GRANULAR SUB -BASE (4" MIN.) Q w CONCRETE WALK 11311-25 PO [if NO SCALE WITH REINFORCEMENT `— QC /QA -HMA SURFACE 9.5 mm (1r #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4p #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 9" COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV -36A NO SCALE PREPARED SUBGRADE --1 L 1 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS 6x6 10/10 WWM 6" OF COMPACTED GRANULAR FILL CO NCRETE AV EMENT SECTIONS ■ VVV NO SCALE a •c 0 0 �N ? O cn J Q H W D W H M, 0 w Of w w _z U 0 F— w = cn z cq Of o �WaZ >-Q �ZL,,z�,._ 00 Q J O LLJwUacna. V) U) U 5 z z z Q� o- aaaa'_ Q U J J J F- C 7 CD O') r- 0 � I N •d 0 'd(D ' 00 •N Q OQr-- a) z .n- a a: < a Q ti •C QY U U O =t r-- O � � Q 1 �Q�w o00 Z ro En m fit W z V L Q CERTIFIED BY: - 00�fo'r''Fcf.��9'�I as i_ STATE OF LU 6v all, � Drawn By: Jennifer Phelan, PE Checked By: Karen Corns, PE Quality Assurance: Tom Scheuenberger Scale: 0 Scale: 1' = 20' Sheet 202 Date 4-4 -2006 Project Number 0050358 -10100 d' LU wCD ro U CSI z z U 0 Q w PO [if OU U � r� CERTIFIED BY: - 00�fo'r''Fcf.��9'�I as i_ STATE OF LU 6v all, � Drawn By: Jennifer Phelan, PE Checked By: Karen Corns, PE Quality Assurance: Tom Scheuenberger Scale: 0 Scale: 1' = 20' Sheet 202 Date 4-4 -2006 Project Number 0050358 -10100 TC= 784.65' REBAR SET IN CONCRETE — FOUND —O.6' N. & 0.3' W. COULD NOT SET PROPERTY CORNER FALLS IN FENCE CORNER POST o - - ----� 0 0 0 0 �- — 785.00 +g/�� 784.50 ri � ` r 41 EDGE OF WATER AS OF 3/12/06 N POND 5.5 IE 780.87 EXISTING DETENTION POND NORMAL POOL= 780.87 100 YEAR PEAK= 781.58 BLOCK J (' COMMON AREA .785.41 84.91 785.42 784.92 ��-- --- X X X _ r— X X X X 0 0 0 > 0 0 0 > 0 0 0 GRADING NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. THE BASE FLOOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 781.96 FEET AS DETERMINED BY THE 100 —YR POND ELEVATION. THE MINIMUM FINISHED FLOOR ELEVATION INCLUDING BASEMENTS, MUST BE TWO (2) FEET ABOVE THE BFE. 6. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 7. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL B. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 9. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 10.TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 11.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 12.THERE WILL BE AN EXPORT OF APPROXIMATELY 60cy OF TOPSOIL AND AN IMPORT OF APPROXIMATELY 90cy OF SUITABLE FILL MATERIAL "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG QT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 _ a U 0 a GRADING PLAN LEGEND PROPOSED CONSTRUCTION PROPOSED PAVEMENT SPOT GRADE 800.0 PROPOSED GROUND SPOT GRADE 779.50 0 MATCH EXISTING GRADE M.E. PROPOSED TOP OF CURB GRADE o 779,5 PROPOSED GUTTER GRADE Ln W of Li w 779.5 Li z t- w M (n (n0U�O waf � w < - < �zwZ >F- PROPOSED TOP OF CASTING ITC1800.n U S z z z< Cn QQQ�_ QUJJJF -C7 PROPOSED INVERT ELEVATION 00 rn O `t PROPOSED 1 Ft. CONTOUR 01 O Q I� PROPOSED INDEX CONTOUR 0 Q •� � � U O � � SUGGESTED FINISHED FLOOR ELEVATION F.F.E. =800.0 EDGE OF WATER AS OF 3/12/06 N POND 5.5 IE 780.87 EXISTING DETENTION POND NORMAL POOL= 780.87 100 YEAR PEAK= 781.58 BLOCK J (' COMMON AREA .785.41 84.91 785.42 784.92 ��-- --- X X X _ r— X X X X 0 0 0 > 0 0 0 > 0 0 0 GRADING NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. THE BASE FLOOD ELEVATION (BFE) FOR THIS PROJECT HAS BEEN DETERMINED TO BE 781.96 FEET AS DETERMINED BY THE 100 —YR POND ELEVATION. THE MINIMUM FINISHED FLOOR ELEVATION INCLUDING BASEMENTS, MUST BE TWO (2) FEET ABOVE THE BFE. 6. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 7. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL B. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 9. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 10.TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 11.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 12.THERE WILL BE AN EXPORT OF APPROXIMATELY 60cy OF TOPSOIL AND AN IMPORT OF APPROXIMATELY 90cy OF SUITABLE FILL MATERIAL "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG QT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 _ a U 0 a 0 0 o Ln W of Li w z Li z t- w M (n (n0U�O waf � w < - < �zwZ >F- w z a J=) 0 F- W U d (n CL N U S z z z< Cn QQQ�_ QUJJJF -C7 00 rn O `t Lr) I N ,d 00 N O Q I� �zr-•a Q� =zQ Q •� � � U O � � O N f-- O Q � < C\J UJ 000 z °f m � c C 06 Q a LLJ Q LL CD F- V) C3 0 Cam+ z z - Z LL o O Ld Ld %— r-, ,1 v NrY U W Ln0 CERTIFIED BY: -` -4-06 4 so = -0 i040 3 W :p` �iATEOF �LU r VO to �, ��'•• �.NC I ANP•� � moo. Drawn By: Jennifer Phelan, PE Checked By: Karen CoLls, PE Quality Assurance: Tom Schellenberger Scale: 0 _ Scale: 1" = 20' Sheet C301 Date 4 -4 -2006 Project Number 0050358 -10100 J _ 19 IN • 0 p O 0 0 0 0 0 0° 0 0 1 0 0 336 I - _ ---- -� x x x x X x zo 0 0 - 0. 0 \ . 337 0 �"� V ✓ ° O ° / / O g — �-_ �-- mil` ---- -- 1 0 - I 131ST STREET .......... 1 0 4 71AM12 & .4v ', •••••••••••••••••••• 1 '�'••••••e�•�•�e•••e••� -■ LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE NO. r �o CONCRETE END SECTION WITH RIP —RAP DETAIL (UPPER INVERT) EC -3A —CURB INLET SEDIMENT BARRIER EC -24 — INLET SILT BARRIER OEC -8A —YARD GRATE SILT BARRIER ❑ e—YARD INLET GRATE BARRIER EC -16 — CONCTETE END SECTION WITH RIP —RAP DETAIL o� (LOWER INVERT) r RIP RAP d50 =8" "AREA" Sq YARDS HOC Go EC -29 —ROCK CHECK DAM O U BARRIERS (TYP. 200' O.C.) EC -5 —SWALE SEDMENT BARRIERS (TYP. 200' O.C.) PERMANENT SEEDING WITH ,' / EROSION CONTROL BLANKET — SC 150 PERMANENT SEEDING WITH MULCH Y W TEMPORARY SEEDING WITH MULCH TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum SF EC -2 — SILT FENCE BARRIER TP (9(9 — FENCING FOR TREE PRESERVATION — CONSTRUCTION LIMITS / FENCING TO PROPERTY LIMITS OR AS NOTED EROSION CONTROL NOTES- 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION CONTROL DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS (SHOWN /NOT PRESENT). 10.ABSENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTMTY. 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 13. CONTRACTOR TO SEED ALL DISTURBED AREAS. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA ;1 11910 LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a .0 0 N C O �N •7 O w w W F- z U UJ I— w = cn �UC9W_ 0 w W < Z > �w zwQ 0 z wz > cr- Of J LLJz<�O ( �- V) = J 0 0 0 z � � SQQQC Q U J J J F— U 00 rn t\ O LC) I N r in .N Q n OQr` 01:fz r-.CL Q � L D a- < a Q t.,_ •� 0f V U O J r- O _ Q I I Q N W 0 00 Z LU s t Q � Q � J CL / J LLI P— LLJ w 0 O / 0 V� Q U E-4 Z , / ° O V / ° / ° O , o v C0 / 0 1= w / � g — �-_ �-- mil` ---- -- 1 0 - I 131ST STREET .......... 1 0 4 71AM12 & .4v ', •••••••••••••••••••• 1 '�'••••••e�•�•�e•••e••� -■ LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE NO. r �o CONCRETE END SECTION WITH RIP —RAP DETAIL (UPPER INVERT) EC -3A —CURB INLET SEDIMENT BARRIER EC -24 — INLET SILT BARRIER OEC -8A —YARD GRATE SILT BARRIER ❑ e—YARD INLET GRATE BARRIER EC -16 — CONCTETE END SECTION WITH RIP —RAP DETAIL o� (LOWER INVERT) r RIP RAP d50 =8" "AREA" Sq YARDS HOC Go EC -29 —ROCK CHECK DAM O U BARRIERS (TYP. 200' O.C.) EC -5 —SWALE SEDMENT BARRIERS (TYP. 200' O.C.) PERMANENT SEEDING WITH ,' / EROSION CONTROL BLANKET — SC 150 PERMANENT SEEDING WITH MULCH Y W TEMPORARY SEEDING WITH MULCH TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum SF EC -2 — SILT FENCE BARRIER TP (9(9 — FENCING FOR TREE PRESERVATION — CONSTRUCTION LIMITS / FENCING TO PROPERTY LIMITS OR AS NOTED EROSION CONTROL NOTES- 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION CONTROL DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE AS (SHOWN /NOT PRESENT). 10.ABSENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTMTY. 12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 13. CONTRACTOR TO SEED ALL DISTURBED AREAS. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA ;1 11910 LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a .0 0 N C O �N •7 O w w W F- z U UJ I— w = cn �UC9W_ 0 w W < Z > �w zwQ 0 z wz > cr- Of J LLJz<�O ( �- V) = J 0 0 0 z � � SQQQC Q U J J J F— U 00 rn t\ O LC) I N r in .N Q n OQr` 01:fz r-.CL Q � L D a- < a Q t.,_ •� 0f V U O J r- O _ Q I I Q N W 0 00 Z LU s t Q CE IFIED BY: r U4 •� 404536 `ul STATE DF w . C) Drawn By: Jennifer Phelan, PE Checked By: Karen CoLls, PE Quality Assurance: Tom Schellenberger Scale: 0 Scale: i' = 20' Sheet C401 Date 4 -4 -2006 Project Number 0050358 -10100 � Q � J CL J J LLI P— LLJ w 0 O 0 V� Q U E-4 Z z z O V t.t._ O E__4 LLI O 1— o v C0 U 0 1= w � CE IFIED BY: r U4 •� 404536 `ul STATE DF w . C) Drawn By: Jennifer Phelan, PE Checked By: Karen CoLls, PE Quality Assurance: Tom Schellenberger Scale: 0 Scale: i' = 20' Sheet C401 Date 4 -4 -2006 Project Number 0050358 -10100 STEP 1: EXCAVATE A 6' X 4' DEEP TRENCH — 6' STEP 3: PLAN STEP 2: FASTEN FABRIC TO STAKES AND BURY 2' X 2" BOTTOM 8' INTO THE TRENCH STAKES NON —WOVEN HEAVY I—I DUTY FABRIC ,l<%� �X;X DRIVE STAKES IN TRENCH�� TO ATTATCH SILT FENCE STEP 4: I —WOVEN HEAVY DUTY FABRIC SILT FENCE - 2" x 2" STAKE SOIL--\ In ! 11= SECTION MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION EC -2 NO SCALE SEASONAL SOIL PROTECTION CHART Stabilization Practice: JAN. FEB. MAR APR. MAY JUN JUL. AUG SEP OCT. NOV DEC ------ - - - - -- -- - -- -- -- - -- - - - - -- - -- Permanent // 1 /// * /I/ Seeding ------ - - - - -- -- - -- -- - -- -- - -- -- - -- - -- -- - -- Dormant B B Seeding -- -- Temporary Tenn Seeding _ E ��r�l� �- ------ - - - - -- -- - -- - -- -- --- - - - - -- - -- - - -- -- Sodding . .. - ------------ -- - -- -- - -- -- - -- -- -- ------ - -- -- Mulching A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYE GRASS 40 Ibs /acre. (1 lb/1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. 3' DIAMETER 3' HIGH ANCHOR TO GRATE 6 °x6' 10/10 GAUGE WIRE NON WOVEN FILTER FABRIC YARD CASTING #4 GAGE WIRE GRASS I SILT PROTECTION FOR DITCH GRATE (NEENAH R -4342) CASTINGS. TUCK FILTER FABRIC OR EQUIVALENT UNDER CASTING MAINTENANC 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. EC -8A YARD GRATE SILT BARRIER NO SCALE c-�\� �.uu U.,a .ate•°° .ti• •y.�.'. •�C• boo °C.: 04 n�a "6 ar.>v _ °' „-` #2 STONE `:. O^. °4.�.' ,y p'O noG<. 4:; :- •Ln�.• <�o. ' G° oc, o°�n<. ,A "� -_ t; •o nc�Q ;..c nc. � - •c4ao U .yiG p p•u' ��c N4 On �;' <J. O• C c.. o� .^."O. �� •LO .�° oa:jf). <a ca•; o °��i�; •�:o °� S. �''i. e° ° °o. L <`u -.- a� ;c..:�o :o�, rL � oS ^„n' °° 4t l` C•e c.• t° t. 0 G G. U, Ja G. ce. °• `G. °•^ oop �' o ° ..,.. ° u. ti�; Cy °8 ' �• <). ap. cp G ��° .Gaa OG i.� p. °n° <: .p O'a° 7'°�� J, `�• Oc• •G a <,n .onc. °o4 ' y �� • °• Ca.G: . o °. -ei'�. ca Vie= U.�"°p o0ac: r`a. �� G 'i !'.l° J7 �. °�'.O o?O n •G• -C4 nr�� <`.p ly `"tea a'�_a.'.' y. v V .,v 44 GEOTEXTILE FABRIC TO STABILIZE . a♦ai.ti �0. ..p o. .ap c� c�.ue �e�, FOUNDATION (ESPECIALLY IMPORTANT �1I WHERE WETNESS IS ANTICIPATED) N' U. . °: ' EC-30 •;. TEMPORARY CONSTRUCTION ENTRANCE NO SCALE PRE FABRICATED BAG NON WOVEN FILTER FABRIC PAVEMENT INLET CHAIRBACK CURB INLET ROLL CURB INLET MAINTENANCE NOTES TED BAG FILTER FABRIC %TED BAG FILTER FABRIC 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2. SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTURE. DO NOT DUMP SEDIMENT INTO STORM STRUCTURE. EC -24 NO SCALE INLET SILT BARRIER 0 .Q 0 0 CIO w x cr_ w W :3 H Z Uw Z F W _ (n N U 0 0 0 LwaZ�Q F- ►D -?aZ> U U Q J O LLJ t LLi (n d V) U JLI00Z ?<< CK Of QUJJJt —C� V/ O^ u / I N Q 0000 N OQI-- of z — .0- = z Q Q LL_ • L ft� V U O CN 1 _ < L I I� Q 04 �.J l coo z t` CD W 4' 6 U Q C0 J � W _I C) LLJ O CC 0 O � U I— z — Z Q OV O :>:w Z �- W ° v � V C0 � O � Cr W CERTIFIED BY: - ` ♦ !C, I. . -0 -10404538 w STATE OF i w �'♦ � • �''' �!NG I ANP'� ♦ ♦ ♦i 10;\i n V �� ��aeeaEaoo Drawn By: Jennifer Phelan, PE Checked By: Karen Coins, PE Quality Assurance: Tom Schelenberger Scale: 0 Scale: 1' = NA' Sheet C402 Date 4 -4 -2006 Project Number 0050358 -10100 12" RCP DID NOT LOCATE END OF PIPE TC= 784.65' IE 6" VCP (S.)= 779.44' IE 8" VCP (W.)= 779.44' REBAR SET IN CONCRETE FOUND- 0.6'N. &0.3'W. I 19 -W W `..-. -W __._ -W W -- -W - __W W _ - BCN - - BCTV --- - BCTV - J/ \ ., COULD NOT SET PROPERTY CORNER FALLS IN FENCE CORNER POST 15" RCP DID NOT LOCATE END OF PIPE E.D.P. 15' sir' to nor 1E =3.01 STORM SEWER STRUCTURE DATA TABLE STRUCTURE TYPE CASTING (number) (detail) (Neenah or Equal) 701 PRECAST 15' CONC. END SECTION - 702 AQUA -SWIRL CONCENTRATOR AS -3 OR EQUAL R -1772 703 FLAT TOP 48' MANHOLE (ST -6) R -3070 704 TYPE 'A' INLET (ST -36) R -3405 705 TYPE 'A' INLET (ST -36) R -3070 706 TYPE 'A' INLET (ST -36) R- 4215 -C 707 ACODRAIN S100K OR EQUAL END CAP 6' PIPE 708 ACODRAIN S100K OR EQUAL - NOTES: 1. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 2. SEE CITY OF CARMEL STANDARDS FOR STORM STRUCTURE DETAILS AND NOTES 3. AQUA -SWIRL MODEL AS -3 AS MANUFACTURED BY AQUASHIELD, INC. OR EQUAL. CONTACT JOE O'BRIEN AT (734) 657 -3839 4. TRENCH DRAIN AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. OR EQUAL, CONTACT TED HOLESKI AT (440) 285 -7000 ext: 260 STORM RED ATA CT -74 �� NO SCALE X X 1ij M U w � M Q m cD z 0 IE 83.6 w m M 1 LO i U I w 11 M � �1 II 1� v mw m FE-1 83.; 11 EIU F- 1 w i0 11 C1 I� �a 708 ITW 785.12 I E 8.0 X X X -- X 704 TC 784.86 E .3 25' TC= 785.24 IE (ELBOW W.) =782.6± 6, `C OS9 CD � U J � Q_ Ln M -� 0 0 0 --- > 0 0 0- - ---- -- - y O O O n X __ X _ X \ 0 a O O O 4 X x O 0 0 721- 0 0 0 ,- .. .,�, o SpR3� P1 /�� 6h CROSSING 0 (WATER � Y L2 IE W 783.00 (SANITARY) IE 784.02 (ROOF DRAIN) 6 „WG 6 "W G IE W 783.04 IE 7 'W 2 "W 2 "w "w II ,I E 1785 FIE 1783.( m 73��2 TC 785.67 IE Ef ( )1781.101 Kgra 80 _ W("Ill►Z. Kil '82.32 705 ' TC T 785.25 IE N 781.51 IE W 781.61 x I x 1 6 LF1 151 RCP 0 0.67% 1 �' RCP 0 0.70% x x . O ? x x yl- i - - -- E _ - _ E_ - . _ -� _ __= _E _._ -._ -_. E_ - - E,� -- _ - _ - z - Y - -- - - tr-� ^� - i ' - - E - - -. , - -- -- - - - -- - - -- - - -- __ .__ - - - - - -- - - - - - - -- -- _- - - - - - -- -- - - -- -- -- - - ' T T T TC 85.12 - TC 785.50 -- BCN - IE= 783.55 I 1018 -BCN - --BCN -- -BCN --- -BCN - - t3CN - -- BCN �' m 1� W 8 . 3 ~~ KTV T = B P. 12' rc to north c ' I � �' --- - � ---- �-�- - - -- P o -� o ° ° - -r-� G' 1 MAR ER POST - - - - N 1 - l -� t �, `-` b,� iT,/ 3 ° ° ----� o o - o c o ----- - ----'� o a a _ G ^ - G _ - G ,\ J -L- �rf= -- G -- _ _. G G -. G _ . G _ G - -G - W _ _ _ 'N _ _ _ _ Vsl - -_ W - _ W _ _ - W - __ yV .- _ W - -- 4V - -tip _ = W = Vd - - �'J - - GV - - y/ _ _ - W _ � W - _ W . V J - - w - . _ W - -W _ r ,�y - - W - - yV - _.._ W ____ W - - g- C �; - Vd -- V! -f �' -- W -- - W m -- W B-rc--IBTC BTC± - 8C BCTV - -BCN - -BCN - BTC- -BTC- - BT n DID NOT LOCATE END OF PIPE i� 0 L t I � LIFT STATION 337 EDGE OF WATER AS OF 3/12/06 POND `--' EXISTING DETENTION POND NORMAL POOL= 780.87 100 YEAR PEAK= 781.58 i BLOCK J COMMON AREA SITE T.B.M - ELEV.= 785.61 X -- X X ---- X - X - X X - X -T _ �T rT APPROXIMATE LOCATION OF WATER LINE o a 0- > 0 0 0 > 0 0 0 - '� ` 43T-C-= W- )TC_ W-= BTC - - BTC W -- BTC � --BTC- -- BTC - -- -V BTC- '� BTC- 4V - - W __ _ _ w - G - -G - -G - -G --- -G - -C - -G - - G -G -G -._. -G G -G TELEPHONE LINE EASEMENT—" m INST. NO. 89 -8327 n 15' SHIER & WATER EASEMENT INST. NO. 89 -9744 � INST. NO. 88 -11984 131ST STREET i i i i UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY CLEANOUT COO SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER 501 TC 715.50 SANITARY CASTING ELEVATION S EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT STORM SEWER W w o' n- w w CURB WITH SUBSURFACE DRAIN (SSD) w Z F- w = U) (nUUD_0 w�QZ° CURB INLETS 7 W U U Q O �w_WUCL(Na- U) STORM SEWER INLETS Q Q Q o QUJJJF - G� STORM MANHOLE rn t` END SECTION � I N � D d- 00 •N STORM SEWER STRUCTURE NUMBER 500 cl�Z Q� -11U 0 IE: 715.50 = d Q LL 'L STORM SEWER INVERT ELEVATION O� _ TOP OF CASTING ELEVATION TC: 715.50 SWALE WITH SUBSURFACE DRAIN (SSD) �WAL�E- V�t/S�SD ®0.70% _ - 6" ROOF DRAIN (HDPE DUAL WALL PVC) RD RD RD DRAINAGE OVERFLOW -9;_ WATER - U Q WATER LINE W W WATER VALVE 0 cr- PROPOSED FIRE HYDRANT M 4" WATER METER �J WM 0 Q F- PROPOSED BLOW OFF ASSEMBLY U 8.0. PROPOSED REDUCER C3 _ O PROPOSED "TEE" w PROPOSED 45' ELBOW 4 V PROPOSED 90' ELBOW PROPOSED 22' ELBOW 32 CERTIFIED BY: PROPOSED 11' ELBOW ELECTRIC r STATE OF W OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC ELECTRIC MANHOLE Quality Assurance: Tom Schelenberger POWER POLE 0 Scale: 1' = 20' Sheet GUY WIRE Date 4 -4 -2006 TRANSFORMER E-7[] ELECTRIC PEDESTAL GUY POLE ELECTRIC METER EM O STREET LIGHT STREET LIGHT AREA LIGHT -- FLOOD LIGHT GAS / CABLE / TELEPHONE OVERHEAD CABLE TELEVISION CTV CTV BURIED CABLE TELEVISION BCN BCN GAS LINE G G OVERHEAD TELEPHONE LINE T T T BURIED TELEPHONE LINE - BTC BTC BTC - CABLE RISER PEDESTAL 2L GAS VALVE D4 GAS METER GM UTILITY PLAN NOTES 1. Jtt AKUHIltUlUKAL NLUMbINU FLAN) WK t'LUMbINU UtlA1L�) IU AKtAS Mt (,�) rttl OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 -0503 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 -0503 FOR SANITARY SEWER DETAILS. 7. SEE SHEET C502 -0503 FOR ALL OTHER UTILITY DETAILS. 8. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 9. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. KEY NOTE DESCRIPTION OCLEANOUT (SEE DETAIL SA -1 and SA -11A) O2 STORM WATER QUALITY DEVICE (SEE DETAIL SW -1) O3 TRENCH DRAIN (SEE DETAIL TD -1) OTRANSFORMER PAD (BY OTHERS) OWATER /SANITARY CROSSING - LOWER WATER WHERE NECESSARY TO MEET REQUIRED MINIMUM 1.5' SEPARATION. "HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. a a U 0 S 0 N O ZE W w o' n- w w z_ U U w Z F- w = U) (nUUD_0 w�QZ° y.� z Z �~ 7 W U U Q O �w_WUCL(Na- U) = J 0 0 0 z U- Z Z Z Q N Q Q Q o QUJJJF - G� 00 rn t` O � I N � D d- 00 •N O Q r cl�Z Q� -11U 0 Z Q = d Q LL 'L � J � O� _ Q I w 0 00 Z -� W�� �k - U Q L U L Q cr- .J � w� Z 0 Q F- U� _ O w ~ Ln U V CERTIFIED BY: '10404538 cc = r 70 " r STATE OF W °1�e eaL��er► Drawn By: Jennifer Phelan, PE Checked By. Karen Collins, PE Quality Assurance: Tom Schelenberger Scale: 0 Scale: 1' = 20' Sheet C501 Date 4 -4 -2006 Project Number 0050358 -10100 c C t Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) NO TE.- 1) 1 '" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Harz Seperation Of 24': 4) 2 inch taps and smaller shall not be installed within 18 inches of machanical joints and bells. nTLE- CITY OF CA RMEL WA TER SERVICE STANDARD DETAILS DETAIL r✓ones do Henry Drawing Name. Dote. March 2001 scale.. Not To Scale Engineers, Inc. g CW4 Mueller Centurion A - 423, Or Equal Painted "Safety Yellow" Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45^ Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi -Cap or equivalent 5. Hydrant Valves roust be restrained to the tee with either all thread, or an anchoring tee. nrLE- CITY OF CA RMEL FIRE H YDRA N T S TA NDA RD DE TA IL S A SSEMBL Y rown y. Date. March 01 Scole. Not To Scale Jones & Henry Drawing Name., CW8 Engineers, Inc. J' -0" PRESSURE PIPE JOINT RESTRAINT TABLE ,.T" 6 "Vol ve Box 2' -6•" 2' -0" 4" Min. Length Of Pipe To Be Restrained L � 10" 2' -6" � o 1 v 12" In Each Direction From 114 Of Bend � 4" 15" 3' -0" 2-8" 5" Based On 150 PSI Test Pressure 3' -0" 5" 6" Gate 4 „ 6" Val ve Q S Q Q 1- 0 Min. 6" a 4 Of Bend 6" 8" ° ° � 4 44 20 ° JO" 4 Bedding Material Conforming To Water Main 4 Q ° °Q 4 J 4 Q Q Q INDOT 90J. 02, Size No. 8 81• Q Hydrant Assemhl v �� ��i �� �i� One 8 "x8" 16" Solid Conc. Block Or 6 "Min. Tee - M. J 115' 45 C /ass Concrete „ B „ 9' Restrained 13' Base On Undisturbed 9), Length And Fittings 19' ground. 24 As Required 22 -112 ,3' Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45^ Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi -Cap or equivalent 5. Hydrant Valves roust be restrained to the tee with either all thread, or an anchoring tee. nrLE- CITY OF CA RMEL FIRE H YDRA N T S TA NDA RD DE TA IL S A SSEMBL Y rown y. Date. March 01 Scole. Not To Scale Jones & Henry Drawing Name., CW8 Engineers, Inc. Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TI? Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE.- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. r/rLE- Cl T Y OF CA RMEL JOIN T RES TRAIN T STANDARD DETAILS TABLE Jones & Henry Orowin Date. March 2001 Scale.- Not To Scale Engineers, lnc. g Name: CW10 Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled SIZE „W» PRESSURE PIPE JOINT RESTRAINT TABLE ,.T" 6" 2' -6•" 2' -0" 4" 8„ Length Of Pipe To Be Restrained 41' 10" 2' -6" 2' -3" 4„ 12" In Each Direction From 114 Of Bend 2' -5" 4" 15" 3' -0" 2-8" 5" Based On 150 PSI Test Pressure 3' -0" 5" 21 " Degree 3' -4" 6" 24" 4, -3" J'-8" 6" 27" Of Bend 6" 8" 10" 12" 14" 16" 18" 20 24 JO" D ; Tees & Plugs 27' J5' 42' 50' 58' 81• 65' 7J' 80' 95' 115' 45 7' 9' 11, 13' 15' 9), 17' 19' 21 ' 24 29' 22 -112 ,3' 4' 5' 6' 7' 10" 8' 9' 10' 12' 14' 11 -114 2' 2' 3' 3' 4 " 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TI? Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE.- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. r/rLE- Cl T Y OF CA RMEL JOIN T RES TRAIN T STANDARD DETAILS TABLE Jones & Henry Orowin Date. March 2001 Scale.- Not To Scale Engineers, lnc. g Name: CW10 Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled SIZE „W» "U"** ,.T" 6" 2' -6•" 2' -0" 4" 8„ 2, -6„ 2, -1„ 41' 10" 2' -6" 2' -3" 4„ 12" 2' -9" 2' -5" 4" 15" 3' -0" 2-8" 5" 18" J'6" 3' -0" 5" 21 " J'-11" 3' -4" 6" 24" 4, -3" J'-8" 6" 27" 5, 6" J' -11" 6" 30" 5, -9„ 4 " -4" 6" 36" 6' -3" 5" 2" 6 " 42" 6' -11" t\Q (0-�i 81• 48" 7' 4•' Z 9" 54" 8' -01.' i LU 9" 60" 8' -6» s 9), 66" g' 1". Cn 9„ 72" 9' -8" W � 10" 78" 10'-J" 10" N 1 =0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Special Backfill Under Pavement, Drives, Wolks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHED UL E ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6"-15" And ASTM F -679 Wall Thickness Class T -1 For 18' -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturers Requirements. Exis tin Tapping SI va Bend As Re 4' -0" Did. Type IS 5' -0" Dia. Type IIS SEE STRUCTURE OA TA TABLE FOR TYPE OF CASTING TO BE USED Cemen t Mortar Adjusting Rings 8" Min. 12" Max. —112" Cement Mortar - "0" Ring Gaskets A.S. T. M. C44J _ M.H. Steps © 16 " c1c nrcE- CI T Y OF CA RMEL TYPE IS, us & ulS S TA NDA RD DE TA IL S MANHOLES Drown y. Date. March 2001 Scale. Not To Scale Jones &Henry Drawing Name.- CS9 Engineers, Inc. Match Existing Pa vem en t Material And Thickness Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And Electrical Conduits, Backfill With Granular Bedding Material To The Centerline Of The Existing Utility Lines. l' For Flexible Pipe With Solid Or Pro/ile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Above Pipe. 44 4 4 4 4 //� Bed Pipe In Specified Granular 44 4 0 44 4 /\ Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. � \� /, Bedding Material Shall Conform To IND0T 903 02, Size No. 8 "W" or "U" At Top Of Pipe # Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. TRENCH DETAIL FOR SEWER AND WATER MAINS NTS Pipe Shall Be led Under The �?g Water Main Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN Notes: 1) blegalug flanges shall be used for a// mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. Water Main nTLE- Cl T Y OF CARMEL TRENCH DE TA IL & S TA NDA RD DE TA IL S TRENCH SCHED UL E LIrUW17 Cy. Jones & Henr CW3 Date. March 2001 Scale: Not To Scale Engineers, lnc Drawing Nome: See Trench Detail For Backfill Requirements Existing Water Main vvvvvvvvvvv „ \ vvvvvvvvvvv - 12 Min. / vvvvvvvvvvv vvvv vv vvvv i vvvvvvvvvvv ° 7'7 ° ° New Water Main vvvv vvvv v vv ' vvv vvv vvv vvvv vvvvv vvvv/ VV vvvvvv /, Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 90302, Size No. 8 SEC T1 ON nrLE- Cl T Y OF CA RMEL WA TER MA IN STANDARD DETAILS CONNECTION DETAIL Dote: March 2001 Scale. Not To Scale ✓ones do Henry Drawing Name: CW5 Engineers, Inc. It y pip SEE STRUCTURE DATA TABLE FOR TYPE OF CASTING TO BE USED Top Of Co Stinn FIPVntinn As Showi Note: Precast Concrete Catch Basin May Be Used In Lieu Of Masonry Construction Shown. Provide 8" To 12" Of Adjusting Rings. �J Flat Grate I And Frame FL A T GRA TE — PLAN CURB GRA TE — PL AN SEE S TRUC TURF DATA TA i FOR TYPE OF CASTING T6 BE USED 112" Cement Mortar Manhole Steps 0 16" c Rubber Gasket Joints A. S. T.M. C44J A. S. T. M. C478 Rein f. Conc. Manhole Sections Note: Lift Holes Sh Be Filled In Non-Shrink For Precast Inverts Pro vid( I" Approx. Opening Betweel Pipe And Channel Concrete A t Pen e tra tion Bed Base Section In 4" (Min.) Class. "B" Conc. Or Compacted Granular Bedding Material, Conforming INDOT 90J. 02, Size No. 8 Note: Preformed Bitumen Seals, Kent Seal Or Equal, May Be Used Between Adjusting Rings In Lieu Of Mortar )ansion Join t 9ical) 7crete Curb Lead To Ma) In vent Ele vG As Requirec 4UCTURE DA TA TABLE PE OF CASTING TO D r- nTLE• Cl T Y OF CA RMEL CA TCH BASIN STANDARD DETAILS DETAIL rawn y. Dote.- March 2001 Scale.- Not To Scale ✓ones &Henry Drawing Name. CS1 Engineers, Inc. 4 AI..- r-.•_ L _ J Top & Bo t tom SEC 77 ON -e to on e C478 " Dia. M. H. 's rJ s/ tl on 'e - Section 78 lexible Join is -Seal (Price Joint (In terpace -Seal (U.S Or Equ al. nTLE• Cl T Y OF. CARMEL TYPE l & ll STANDARD DETAILS MANHOLES awn r y. ✓ones & Henry CS7 Date. March 2001 Scale: Not To Sca /e Engineers, Inc. Drawing Name: Channel Shelf Unless Otherwise Directed ,7nels )n c. nTLE• Cl T Y OF CA RMEL TYPICAL MA NHOL E STANDARD DETAIILS SECTIONAL PLAN r✓onesr& Henry CS8 Date. March 2001 Scale. Not To Scale Engineers, Inc Drawing Name. 0 C CL 0 N C 0 N 0 �[ V) W w UJ � z Z z w w _ (10 �U0of0 � W a Z O�,.1 Q Z W Z > F- U O � Q 0 0 LL1Z0C.(na. LLI N Ln U Z Z Z Q N -000W_ QUJJJF — 3 • • • 0 • • • 00 U-)l N 0 114- 00 •N Q /1 OQI- CI; Cr z� -.o- Q� L =-< a Q fy_ U U J r O� _ Cpl r 0 t\Q (0-�i I�Q�W 000 Z r` •m i LU 06 U s Q � Cn � J J W � � LiJ � o co J L1- o-- O w ro cj:� ~ ~ t�C) U J V � CERTIFIED BY: FOR REFERENCE ONLY Drawn By: Jennifer Phelan, PE Checked By. Karen Collins, PE Quality Assurance: Tom Schellanberger Scale: 0 Scale: t' = 20' Sheet C502 Dote 4- 4-2006 Project Number 0050358 -10100 RCP I C OUT TC = ELEVATION JI FLAT TOP 48" PRECAST RISER ( REINFORCED CONCRETE ) RCP IN PRECAST OR MONOLITHIC BOTTOM GROUT CONCRETE THICKNESS C D 6 "- UP To 8' DEPTH 21" 48' 8 "- UP TO 12' DEPTH 24" 48" -C- DIMENSION REFERS 12 "- OVER 12' DEPTH 27t• 48" TO MAXIMUM PIPE SIZE W/ 45' OR LESS ANGLE, 36" 60" J0' MAY BE MORE 48' 72" 60" 96" TC = TOP OF CASTING ELEVATION STORM SEWER MANHOLE WITH FLAT TOP REDUCER NO SCALE f; r I 1, I i I l: l ll 42" ! I� it I I li i� .j I != 42" ii if .s i; 11 I i� r :j AauaShl it 5 1 it J STANDARD NOTE: i it System shall be designed for the following capacities I? Peak Trwtrnent Flo W.- 1.8 cfs ii Sediment Storage: 20 tt3 1; ! Oi%Diebris StoragEr: 110 gal 1� * Please see accompanied Aqua Swirl specification notes. `* See Site P /an for ii It E ii i; f, I i 121 ifli i i TC= ELEVATION - -- - - -- 611 24" SSD CONNECTION IL (4' MAX. DEPTH) 6" i�Ffl TC = TOP OF CASTING ELEVATION PRECAST TYPE ®A' INLET ST-3B NO SCALE MODIFIED Finish Grade i-- Topsoil I;' \\ I I El I (=� UNDISTURBED SOIL \ III - III -1' IIIIIII; I� : Earth Backfill 00 Non -Woven Filter Fabric N d O 0 ❑ 0 00 D 6" aQ OO L00 0 0 3illi� #8 Washed Gravel 0 Perforated Plastic Pipe ,� AASHTO M252 HEAVY DUTIE 4" 4 (SEE PLANS FOR SIZE) PERFORATED UNDERDRAIN (SSD) W/ GRAVEL BACKFILL ST-ZO NO SCALE t it E' ii I Bollards shall be laced around access I• p s s riser(s) in non - traffic areas to prevent inadvertent loading by maintenance , I' vehicles. ii it 12" it Cover soil 'Soil • • - - - I' - Qe. Concrete ' 1/1 Con - Manhole Frame & Cover Detail For Non - Traffic Areas Only NTS Place small amount of concrete to support and level manhole frame. DO NOT allow manhole frame to rest upon HDPE riser. II l Il f ern li -•- •f r•n w 9 .r : 5- r c 1 . i4<r. l a6 11 @ld � .rI l a Cover � , h -4- t---t--________i! r ,. f i2 AquaShield __- }" .�,;• a .�.> ( tJ,.....� f :�"- _�__."____�_�....__.a -_. _..__�_.____- _- _'-____.._._.' rri n..,�.. �i_. YKr ! .l �1. � tr t b1.t/ �i 'S �r!:l'� r._t `•' '� J. i_.. __ �iLi i� Manhole Frame and Rim elevations to match finished jf Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. I� 'pipe coupling 30" )y Contractor. Grade (Rim) I' 1.2" long Stub -out I )y Manufacturer. Plan View Varies 16" OD Max Vent led Baffles Cover - ----------------- 3 Typ_ _ _________ _ _ _ __ Paving - - -- = ___________ --------- -- Paving_ == == ________ =___ _ 7r1 F • :a ..': Frame , . •`��- l0" Concrete a 4� ..... a .. Concrete . •, 104" Swirl Inlet/Outlet - Vent Varies it ,���� -7, � ;�i �4�'- r21$er -.c .�: �.n �•.,r� -cam �- r��r. �,-- _.I , -= ' '. -) I 1 - -1 I-�- -_I 1 f , ---_ I -� -` -Lr.e • .p . � .., � 1 � 'i!-` tit, t I _ -. 1 - - ,�_.l i :1 _.I I�:.1 I ----i ! f ;1 -I i ► - - - -� i ; , - -- i ice._; I `_ _-` I f< !1 ' ,__ 11= a_- i Undisturbed Soil =1 i 1 - =� 1 = =� Manhole Frame & Cover Detail �I -_ -� , - -� _ - _ - �_~- � I _.._ice! .!!!,`.- !i�._.1iI:__i._._.._ ii-- Ill - -,, -� - -!1 Iri�!I' -A, For H -20 Traffic Loading Areas f I _ _ -1 - 1 - i -1 I i =iii-- , ! I =i' i , I -I f . -I 1► -J _ NTS � 1 t t ;___ AquaShi+�t� pit; t,f;;z,r_ i,3 -- Section A -A h -r :vra:' f Fly '1 , 3 ' I tlTORM W..TER TREATI••tNT BULUT.c.NB �(. 7��• 1 4' ;ir"1 9 - ; Y- �'} •"� T qv ��d' t� tE:: !U�'?., /�� - -�G rkD°y{�7�5� a.vyyww�✓i; IIZ.tid+i0�pC. a':,,.•l f*�R�,i 1•i II x oho: tBm.ir r),1 1ax��'3) � � �+-+E J 3:, .....z - - - - - -- - - - -- - ...:,• n,. t ._ -. t .tZ!C.,t ,:�. b -C�i i /.r c.rl - PiC�UASWIRL CONCENTRATOR MODEL AS -3 NOT TO SCALE SW -1 - AQUASWIRL CONCENTRATOR MODEL AS -3 OR EQUAL. INSTALL ACCORDING TO NO SCALE MANUFACTURE'S SPECIFICATIONS. I SET TOP FLUSH WITH GROUND OR PVMT. CAST IRON CAP TC= ELEVATION INSTALLED FLUSH WITH A STEPS REQUIRED X WHERE DEPTH EXCEEDS 2 6'. USE NEENAH = R- 1981 -1 OR EQUAL to SSD (4' MAX. DEPTH) J D FINISHED GRADE IN L PAVEMENT AREAS I I I I , I I I I I I 18 "x18 "x6" CONC. PAD I I I I I I 0.41 i� SKOI channel BACKFILL WITH 48" PRECAST RISER ( REINFORCED CONCRETE ) RCP IN PRECAST OR MONOLITHIC BOTTOM GROUT CONCRETE THICKNESS C D 6 "- UP To 8' DEPTH 21" 48' 8 "- UP TO 12' DEPTH 24" 48" -C- DIMENSION REFERS 12 "- OVER 12' DEPTH 27t• 48" TO MAXIMUM PIPE SIZE W/ 45' OR LESS ANGLE, 36" 60" J0' MAY BE MORE 48' 72" 60" 96" TC = TOP OF CASTING ELEVATION STORM SEWER MANHOLE WITH FLAT TOP REDUCER NO SCALE f; r I 1, I i I l: l ll 42" ! I� it I I li i� .j I != 42" ii if .s i; 11 I i� r :j AauaShl it 5 1 it J STANDARD NOTE: i it System shall be designed for the following capacities I? Peak Trwtrnent Flo W.- 1.8 cfs ii Sediment Storage: 20 tt3 1; ! Oi%Diebris StoragEr: 110 gal 1� * Please see accompanied Aqua Swirl specification notes. `* See Site P /an for ii It E ii i; f, I i 121 ifli i i TC= ELEVATION - -- - - -- 611 24" SSD CONNECTION IL (4' MAX. DEPTH) 6" i�Ffl TC = TOP OF CASTING ELEVATION PRECAST TYPE ®A' INLET ST-3B NO SCALE MODIFIED Finish Grade i-- Topsoil I;' \\ I I El I (=� UNDISTURBED SOIL \ III - III -1' IIIIIII; I� : Earth Backfill 00 Non -Woven Filter Fabric N d O 0 ❑ 0 00 D 6" aQ OO L00 0 0 3illi� #8 Washed Gravel 0 Perforated Plastic Pipe ,� AASHTO M252 HEAVY DUTIE 4" 4 (SEE PLANS FOR SIZE) PERFORATED UNDERDRAIN (SSD) W/ GRAVEL BACKFILL ST-ZO NO SCALE t it E' ii I Bollards shall be laced around access I• p s s riser(s) in non - traffic areas to prevent inadvertent loading by maintenance , I' vehicles. ii it 12" it Cover soil 'Soil • • - - - I' - Qe. Concrete ' 1/1 Con - Manhole Frame & Cover Detail For Non - Traffic Areas Only NTS Place small amount of concrete to support and level manhole frame. DO NOT allow manhole frame to rest upon HDPE riser. II l Il f ern li -•- •f r•n w 9 .r : 5- r c 1 . i4<r. l a6 11 @ld � .rI l a Cover � , h -4- t---t--________i! r ,. f i2 AquaShield __- }" .�,;• a .�.> ( tJ,.....� f :�"- _�__."____�_�....__.a -_. _..__�_.____- _- _'-____.._._.' rri n..,�.. �i_. YKr ! .l �1. � tr t b1.t/ �i 'S �r!:l'� r._t `•' '� J. i_.. __ �iLi i� Manhole Frame and Rim elevations to match finished jf Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. I� 'pipe coupling 30" )y Contractor. Grade (Rim) I' 1.2" long Stub -out I )y Manufacturer. Plan View Varies 16" OD Max Vent led Baffles Cover - ----------------- 3 Typ_ _ _________ _ _ _ __ Paving - - -- = ___________ --------- -- Paving_ == == ________ =___ _ 7r1 F • :a ..': Frame , . •`��- l0" Concrete a 4� ..... a .. Concrete . •, 104" Swirl Inlet/Outlet - Vent Varies it ,���� -7, � ;�i �4�'- r21$er -.c .�: �.n �•.,r� -cam �- r��r. �,-- _.I , -= ' '. -) I 1 - -1 I-�- -_I 1 f , ---_ I -� -` -Lr.e • .p . � .., � 1 � 'i!-` tit, t I _ -. 1 - - ,�_.l i :1 _.I I�:.1 I ----i ! f ;1 -I i ► - - - -� i ; , - -- i ice._; I `_ _-` I f< !1 ' ,__ 11= a_- i Undisturbed Soil =1 i 1 - =� 1 = =� Manhole Frame & Cover Detail �I -_ -� , - -� _ - _ - �_~- � I _.._ice! .!!!,`.- !i�._.1iI:__i._._.._ ii-- Ill - -,, -� - -!1 Iri�!I' -A, For H -20 Traffic Loading Areas f I _ _ -1 - 1 - i -1 I i =iii-- , ! I =i' i , I -I f . -I 1► -J _ NTS � 1 t t ;___ AquaShi+�t� pit; t,f;;z,r_ i,3 -- Section A -A h -r :vra:' f Fly '1 , 3 ' I tlTORM W..TER TREATI••tNT BULUT.c.NB �(. 7��• 1 4' ;ir"1 9 - ; Y- �'} •"� T qv ��d' t� tE:: !U�'?., /�� - -�G rkD°y{�7�5� a.vyyww�✓i; IIZ.tid+i0�pC. a':,,.•l f*�R�,i 1•i II x oho: tBm.ir r),1 1ax��'3) � � �+-+E J 3:, .....z - - - - - -- - - - -- - ...:,• n,. t ._ -. t .tZ!C.,t ,:�. b -C�i i /.r c.rl - PiC�UASWIRL CONCENTRATOR MODEL AS -3 NOT TO SCALE SW -1 - AQUASWIRL CONCENTRATOR MODEL AS -3 OR EQUAL. INSTALL ACCORDING TO NO SCALE MANUFACTURE'S SPECIFICATIONS. I SET TOP FLUSH WITH GROUND OR PVMT. CAST IRON CAP TC= ELEVATION INSTALLED FLUSH WITH SIZE AS SEWER FINISHED GRADE IN PVC CAP (SCH 40) PAVEMENT AREAS INSTALLED FLUSH WITH SK030 channel FINISHED GRADE IN 18 "x18 "x6" CONC. PAD UNPAVED AREAS 0.41 i� SKOI channel BACKFILL WITH �,' SELECT EXCAVATED COMPACT GRANULAR y� you MATERIAL FOR BACKFILL MATERIAL UNPAVED AREAS UNDER PAVEMENT AREAS 288 2 - 45' BENDS OR EXTENSION SAME SIZE AS SEWER LONG RADIUS 90' UP TO 6" DIAMETER BEND SEWER CLEANOUT NO SCALE CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18 "4" CONC. PAD S R DETAI STANnASn MU' F11MNQ IN5�LLAI]ON INTQ :AN EX153l G N EMS L NOF :TO.SCAt.E_ . PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS '*�-BACKFILL WITH Clan {.!„ 457 SELECT EXCAVATED BACKFILL WITH "'E7 yip COMPACTED GRANULAR wG MATERIAL FOR MATERIAL UNDER UNPAVED AREAS PAVEMENT AREAS SA -1A NO SCALE .: P„jJ,N SIZE AS SEWER 4.41 UP TO 6" DIAMETER 45' ELBOW PLUG & SEAL FOR SK030 channel FUTURE CONNECTION 45' WYE OR CONTINUATION 0.41 OF MAIN. SKOI channel " oval 4.41 183 SEWER CLEANOUT SK030 channel 6" oval 11.50 288 S R DETAI STANnASn MU' F11MNQ IN5�LLAI]ON INTQ :AN EX153l G N EMS L NOF :TO.SCAt.E_ . PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS '*�-BACKFILL WITH Clan {.!„ 457 SELECT EXCAVATED BACKFILL WITH "'E7 yip COMPACTED GRANULAR wG MATERIAL FOR MATERIAL UNDER UNPAVED AREAS PAVEMENT AREAS SA -1A NO SCALE December 05 J Grates Half meter channel 19.69' (500mm) coil i'J Slotted 53 . 1 _ 39 mm ( ) 1 1 11 2 2.04 5 mm 5.41 ■ 1 7 mm 3 c n d .i .s 1 .i s � 7.7T (197mm) 0.47 (12mm) 4'PowerLok' grate locking ��� AcQ D' =sfcq�ai `� 10.13' (257mm) or devices per trench 12.50* a (317mm) ADA s 0.47" (12mm) 1.36° (34mm) 4'PowerLok' grate locking End Caps - Closing /inlet /outlet cap tst devices per trench One meter channel -r 0.125' (3mm) 39.37' 111 meter) 5.91" (150mm) EI [ . - - 4.0' (100mm) ' -•:� 5.41' 137mm Bell end to fit ) o r r ( 4° Sch. 40 pipe y - �� �r �:.� : �5 `• " 12.50" (317mm) .... a 1.85' (47mm) I.-. 6.30' (160mm) 3.54' (90mm) 1.37' (35mm) 1 r F YIv1y'� a 'r.', T .. .. .. s `�1 :c �,r+• �'. f r ,�t.+_ -�:%�> .f i *t.,+ -iy e�c , t_. �' -.:L! �.t .�a r.•. =:. i,. A Oval Inlet cap In -line catch basin B .50' (38mm) 19.69' (500mm) 5.91' (150mm) 14.0" (100mm) SK204 -6 , ' 10.13° (257mm) fit Plain end to 6' Sch. 40 pipe ` �i SK304-6 Ln �rStlOOK6 LO 12.50" (317mm) ` n ? o is t f; ` r >�; E A f cr► Sz f �E ,-. 5.50' (140mm) +� 2, f° -G_ , r; Oval outlet tap ---►I 1.50' (38mm) ' Total capacity = 6.5 gallons SK208 -6 4' .T: -. 10,13" (257mm)y Plain end to fit Outlet flow rates Y; SK308 -6 5' Sch. 40 pipe ` utl Outletsize .`;1 ert GPM 'CF5 Oet Product }a ;(sch' 40) epth EXTENSION SAME SK01 channel SIZE AS SEWER 4.41 UP TO 6" DIAMETER 45' ELBOW PLUG & SEAL FOR SK030 channel FUTURE CONNECTION 45' WYE OR CONTINUATION 0.41 OF MAIN. SKOI channel " oval 4.41 183 SEWER CLEANOUT December 05 J Grates Half meter channel 19.69' (500mm) coil i'J Slotted 53 . 1 _ 39 mm ( ) 1 1 11 2 2.04 5 mm 5.41 ■ 1 7 mm 3 c n d .i .s 1 .i s � 7.7T (197mm) 0.47 (12mm) 4'PowerLok' grate locking ��� AcQ D' =sfcq�ai `� 10.13' (257mm) or devices per trench 12.50* a (317mm) ADA s 0.47" (12mm) 1.36° (34mm) 4'PowerLok' grate locking End Caps - Closing /inlet /outlet cap tst devices per trench One meter channel -r 0.125' (3mm) 39.37' 111 meter) 5.91" (150mm) EI [ . - - 4.0' (100mm) ' -•:� 5.41' 137mm Bell end to fit ) o r r ( 4° Sch. 40 pipe y - �� �r �:.� : �5 `• " 12.50" (317mm) .... a 1.85' (47mm) I.-. 6.30' (160mm) 3.54' (90mm) 1.37' (35mm) 1 r F YIv1y'� a 'r.', T .. .. .. s `�1 :c �,r+• �'. f r ,�t.+_ -�:%�> .f i *t.,+ -iy e�c , t_. �' -.:L! �.t .�a r.•. =:. i,. A Oval Inlet cap In -line catch basin B .50' (38mm) 19.69' (500mm) 5.91' (150mm) 14.0" (100mm) SK204 -6 , ' 10.13° (257mm) fit Plain end to 6' Sch. 40 pipe ` �i SK304-6 Ln �rStlOOK6 LO 12.50" (317mm) ` n ? o is t f; ` r >�; E A f cr► Sz f �E ,-. 5.50' (140mm) +� 2, f° -G_ , r; Oval outlet tap ---►I 1.50' (38mm) ' Total capacity = 6.5 gallons SK208 -6 4' .T: -. 10,13" (257mm)y Plain end to fit Outlet flow rates Y; SK308 -6 5' Sch. 40 pipe ` utl Outletsize .`;1 ert GPM 'CF5 Oet Product }a ;(sch' 40) epth A SK01 channel 4" ro d 4.41 117 0.26 A SK030 channel 4" ound 11.50 185 0.41 B SKOI channel " oval 4.41 183 0.40 B SK030 channel 6" oval 11.50 288 0.64 C SK01 channel 4" round 4.41 119 0.27 C SK030 channel 4" round 11.50 168 0.39 D SK020 channel 6" oval 9.13 220 0.50 D SK030 cha 6" oval 11.50 255 0.59 E SK900` tch basin 4" round 15.60 200 0.45 F SK90 catch basin 6" round 24.00 561 1.25 G S 0" catch basin 4" round 18.70 222 0.49 H K900" catch basin 4" round 24.00 225 0.59 I SK900` catch basin 6" oval 24.00 399 0.91 basin flow rates are without trash bucket- using trash bucket reduces flow. 12. (317mm) JI•- 5.50 (140mm) A00 drain TD POWERDRAIN S100K SERIES -1 NO SCALE ACODRAIN SLOPED CHANNEL DRAIN OR APPROVED EQUAL. INSTALL ACCORDING TO MANUFACTURE'S SPECIFICATIONS' FINISH GRADE REPLACE EXCAVATED MATERIAL N Z ; , -i BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE 24" NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" AND REFILLED W / #8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. FLEXIBLE PIPE BEDDING DETAIL SA -18A NO SCALE SA-1 SANITARY SEWER WATER MAIN PLAN Z 10' MIN. 10' MIN. CD ' 2 WATER MAIN -� O o SANITARY SEWER T7R CLASS 22 MECH. JOINT CA. OR CLASS 2 D.I. PIPE CONC. COLLAR & COUPLINGS FLEXIBLE COUPLING OR ADAPTER USED WHEN LESS THAN 18 OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and separations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it Is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main Is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical separation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main_ When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe,- and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER AND SEPARATION SA-10 NO SCALE (WATER MAINS & SANI. SEWERS) PAVEMEN I , .: '. BASE COMPACTED ENGINEERED FILL TO 93% STANDARD PROCTOR PIPE LONGITUDINAL SECTION NOTES: 1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR COORDINATION OF MATERIALS TO BE USED. TREN C H SECTION U NDER PV MT. ST -27 NO SCALE Call before you dig. 1UPPS 1- 800- 382 - 5544. 48 hours prior to digging. 0 a 0 �a 0 _4 W. N Z ; , -i BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE 24" NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" AND REFILLED W / #8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. FLEXIBLE PIPE BEDDING DETAIL SA -18A NO SCALE SA-1 SANITARY SEWER WATER MAIN PLAN Z 10' MIN. 10' MIN. CD ' 2 WATER MAIN -� O o SANITARY SEWER T7R CLASS 22 MECH. JOINT CA. OR CLASS 2 D.I. PIPE CONC. COLLAR & COUPLINGS FLEXIBLE COUPLING OR ADAPTER USED WHEN LESS THAN 18 OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and separations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it Is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main Is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical separation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main_ When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe,- and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER AND SEPARATION SA-10 NO SCALE (WATER MAINS & SANI. SEWERS) PAVEMEN I , .: '. BASE COMPACTED ENGINEERED FILL TO 93% STANDARD PROCTOR PIPE LONGITUDINAL SECTION NOTES: 1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR COORDINATION OF MATERIALS TO BE USED. TREN C H SECTION U NDER PV MT. ST -27 NO SCALE Call before you dig. 1UPPS 1- 800- 382 - 5544. 48 hours prior to digging. 0 a 0 0 0 �N > o w � � w w � '�^ V I- w fnUO�0 wwQZ> - F- w Z w Q �ZwZ >F f -U¢Jn0 Z 0 a_ to N = J 0 0 0 Z -ZZZa n �?!<<< QUJJ_J • • • • • • • O to I Cq `- Q ao N O Q r, ai C- Q U 0 =z< a Q LL_ cl� Gn U r �< I Q W -It moo z^ c 0) L 2 Q � C/) J Q W W LI-I re) z z O ~ ~ �U CERTIFIED BY: pQ�,eeeeAOro�" 0 v . 1 0404538 : tr :LU :33 STATE OF •'` �O� '' %mss•; �� ✓olA�� ��,�o•�° 4g034g,a�pZ ®� Drawn By: Jennifer Phelan, PE Checked By: Karen Collins, PE Quality Assurance: Tom Schelenberger Scale: 0 ® Scale: 1' = 20' Sheet C503 Date 4- 4-2006 Project Number 0050358 -10100 ARCHITECTURAL KEYS LEGEND (5EE SHEET A001 FOR ARCHITECTURAL GENERAL NOTES) NEW CONSTRUCTION r DEMOLISHED CONSTRUCTION a =3P — — L —�— — EXISTING CON5TRUGTI ON I DENOTE-5 FRAME ELEVATION, 5EE FRAME ELEVATIONS, SHEET A701. @ DENOTES DOOR NUMBER, 5EE DOOR SCHEDULE SHEET A701. O DENOTES ITEM FROM LEGEND. GD PLAN, ELEVATION, 5ECTION NOTES. WALL TYPES. SEE YVALL TYPE LEGEND L^ 1 5HEET A001. ALL WA LL5 ARE TYPE uA" UNLE55 NOTED OTHERWI5E. O 4 &ENERATOR FLOOR PLAN KEY NOTES 12q N 114' -b" CASEWORK, 5EE 5HEETA310 P� EQUIPMENT, 5EE SHEET A301 oj Lo FIREMAN'S POLE I _ I PATIO I P.4 VENDING MAGHINE5 O O O O 1 130 I O I O GEAR 5TORA&E LOGKER5 ........ _ _.. _..._ . _..._.__ _ _ _. _. ._.__ _ ELECTRIC WATER COOLER, 5EE MEP VESTIBULE = I I f 126 PANTRY I 2�' -5" RECESSED D 15PLAY CASEWORK 21' -10 " a' 120 P.2 P-2 i P.8 ELEVATED 5EATIN6 PLATFORM awNr MECHANICAL FF KITGIIEN a P� STORAGE 124 L J _ I P•q GOLUMN5, 5EE DETAIL , r O BAY PANTRY 2 - I 128 121 P� I P.lo TRENCH DRAIN5, 5EE MEP s CONCRETE FILLED STEEL PAN 5TAIR5 IT PANTRY 3 123 122 21,-0„ 00000 { P.I2 WOOD 5TAIR5, 5EE STRUCTURAL x.13 RAMP ® 1:12 SLOPE u 19 µ 5 la n le w P.tz 5TAIR INING ,; IIrJ' 118 I b 7 6 5 4 51 2 1 CORRIDOR TAPERED :� a g a i a s 4 s s 1 II6 6LA55 BLOCK { - - - -- - WALL { _ RR JANITOR 113 114 � L Li -p 15PLAY PA I CASE I TIBULE ICI � u_u � L- j _ 112 P.3 RAISED Q CORRIDOR PLATFORM = I - o III 5EATIN6 DAY PB r { APFAARYATU5 -- ROOM u� 12l FIREMA III EGRES P� VENDIN6 _ I CAPTAIN'S EM5 G 5TORAGE _ OFFICE I 5T 5TORAGE P.4 10� r 108 - _ 125 104 = I I 81_211 Ib'_I Ps RR s I c VESTI O CORRIDOR d OFFICE LF IOb cy P 11 Z • VESTIBULE 101 r i 10 0 c 3 c 5TAIR 102 12, -0„ 4._8.. 12. -0.. 4._8.. 121 -011 b' 121.4U �_8U l-411 21' 11-4u lid 114' -b" N FIRST FLOOR PLAN I 1/60 . 1 � -0. 0 R 0 CONSULTANTS co i N d. cn w .c � a v z � Z w •- � ZO Qn Q Z X O w�wQ?�F LLJ Q °' Pzwz 'F- LL. ce Ln •u UzaQ'o w V) (1) N n O 0Szzzaw •••O••• QCN LaJ coo ZZ.-. v � 1 t a �1 Y � C 06 it z Q za Q �M w J I "y two co F- V)'t � L!! Q Z z v O �< 0 1 LL --:!: Q „ wJ 0 w (A lu [i M of o Q _ LL LOU tj As Q.) U cErnIED Br: Dmn By: DAV U*dwd By. MAG Quality A=mnm: FJG AS NOTED shftt 21 qunq Date 04/03/06 Pm;wt Numbff PIC 050358 -10100 N (D,SECOND FLOOR PLAN ARCHITECTURAL KEYS LEGENP (SEE SHEET A001 FOR ARCHITECTURAL GENERAL NOTE-5) NEA CONSTRUCTION DEMOL15HED CONSTRUCTION EXISTING CONSTRUCTION I DENOTES FRAME ELEVATION, SEE P2 FRAME ELEVATION5, 5HEET Al01. 01 DENOTES DOOR NUMBER, SEE DOOR P.4 SCHEDULE SHEET A701. GD DENOTES ITEM FROM LEGEND. Pb PLAN, ELEVATION, SECTION NOTES. �r7l �I WALL TYPE5.5EE HALL TYPE LEGEND P.8 1 P•a SHEET A001. ALL WALL5 ARE TYPE P.lo "A" UNLESS NOTED OTHE"15E. I FLOOD PLAN KEY NOTES I P.I CA5EAORK, SEE 5HEETA310 P2 EQUIPMENT, SEE SHEET A501 P� FIREMAN'S POLE P.4 VENDING MACHINES P5 GEAR STORAGE LOCKERS Pb ELECTRIC AATER COOLER, 5EE MEP P•7 RECESSED 015PLAY CASEWORK P.8 ELEVATED SEATING PLATFORM P•a COLUMN5, 5EE DETAIL P.lo TRENCH 0RAIN5, 5EE MEP P.II CONCRETE FILLED STEEL PAN STAIRS P.I2 ADOD 5TAIR5, 5EE STRUCTURAL P.I3 RAMP ® 1:12 SLOPE CONSULTANTS co CD o `t t CN o Co N Ld W .o 0:z d " z a M t� w (nU owZ o Q � w w QZQ d F-- (% .. w cn N o ^ •� = -j000z N 0SZZZQw QLAJ ••••••o coo z M v r ' W f w v W Q (-z M z Q a' 1 O tD wt 0 Z< O QQ —I mo 44 V) L7 0 w -� Z N� O Mix U DLO v W U CEnRM BY: Dram By: DAV MAG awry Anon= FJG smir AS NOTED shwt uh- Date 04/03/06 Pmjed Nmbw PIC 050358 -10100 N I ATTIC LEVEL FLAN m .s CONSULTANTS co CD C) N f. 00 N i Q cn w z O wz— 0 Z W Q v 2 (n s Z La J n V La U) N N O ^ �O vSzQzQz¢N to c _^ Q QUJJJF- o QNLV ••••••o ,it — coo Z M v 5 ozs rya U) M Z ~ M W W Q QZ �o J � �z w J U p w i- M cr o< F— Q LU r ` U CERnFIED BY: C�mw Br. DAV MAG Qua�4 ten: F'JG Scck: AS NOTED Shmt un Date 04/03/06 Pmjed PIC 050358 -10100 T.O. PEAK +32' -3 1/4" TRU55 BEARING +18� B.O. SAVE +I1' -4" T.0 DOOR T.O. STONE +41 -211 .L FIN15H FLOOR _ O' -0" FIN15H FLOOR APPARATUS BAY -0' -b" SOUTH ELEVATION I 1/8. v 1.0. T.O. PEAK +40' -I I" T.O. PEAK +28' -2" TRU55 BEARIN6,$,_ - +23' -5" ............. 0 2 EAST ELEVATION lib- • 1' -0- B.O. EAVE +21'-b'-" FIN15H FLOOR +131 -511 B.O. EAVE ::==Z: +13' -2" FLOOR J015T BEARING OL- +12'-4 1/2" T.O. 5TONE +41 -bli FIN15H FLOOR 0' -0" T.O. PEAK +40' -I I" TRL55 BEARING B.O. SAVE +21' -6 3/4" FIN15H FLOOR +13' -5" B.O. EAVE _ +13' -2" FLOOR J015T BEARING +12' -4 1/2" FIN15H FLOOR 0' -0" ELEVATION KE"I NOTES E.I 4" BRICK VENEER E2 MANUFACTURED LIMESTONE E3 ALUMINUM GLAD WOOD WINDOWS E.4 FYPON INTEGRAL DENTIL/GROWN MOULDING O ALUMINUM STOREFRONT ENTRANCE 5Y5TEM E b b" PREFINI5HED ALUMINUM GUTTERS AND DOWNSPOUTS, 5EE CIVIL FOR DRAINAGE E.7 PAINTED WOOD FASCIA E.8 RIDGE VENT - FULL LENGTH E.a A5PHALT 5HINGLE5 50LAR 5HINGLE5 E.II FOUNDATION - 5EE 5TRUGTURAL E.12 HOLLOW METAL DOOR AND FRAME, PAINT E.I3 5EGTIONAL OVERHEAD DOOR E.14 PREGA5T CONCRETE BOLLARD LIGHT FIXTURE, 5EE MEP E.I6 WOOD ENTRY DOOR 5Y5TEM CONSULTANTS 0o rn N t I o •� co t! W a z Jr z .� Q = UZV) fit to O � Z Q LLJ < Z Ld a �?WZ F- Q W ix (n Zoav)a- o. zzN USz<o Q1 1 0000000 CN W 0 00 M v s ..may C *r W z 0 V) P Z O W Q I u H W 'n v� LLJ -� V Z _J Q W �o Qf O L11 — a W �, Q � W :2 oQ F— IE C LOU X J W u �1 r�`r V U CEFMFIM BY.- Drm By- DAV lAAG QuaRy Anmnm FJG Swle: AS NOTED Shed i Cnj- J Data 04/03/06 Pmjwt Nmber PIC 050358 -10100 T.O. PEAK .......... ............................... +,401_1111 TRU55 BEARING we +231_511 B.O. EAVE +21' -b 3/4" FIN15H FLOOR +13' -5" B.O. EAVE FLOOR J015T BEARING +12' -4 1/2" ,i FIN15H FLOOR 01-011 FIN15H FLOOR APPA RATU5 BAY T.O. PEAK +40' -11'1 T.O. PEAK +32' -3" TRU55 BEARING ly +23' -5" B.O. SAVE +21' -b 3/4" FIN15H FLOOR +13' -5" B.O. EAVE FLOOR J015T BEARING /0'-~ +12' -4 1/2" ,L FIN15H FLOOR O' -O" FIN15H FLOOR APPARATUS BAY -01_611 I NORTH ELEVATION I /Dm c i' -O' 0 2 WEST ELEVATION �/6" • V-0- T.O. PEAK M55 BEARING OL B.O. SAVE T.0 DOOR +15-b" FIN15H FLOOR FIN15H FLOOR APPARATUS BAY - O' -b ►' TRU55 BEARING B.O. EAVE ELEVATION KEYNOTES E.I 4" BRICK VENEER E2 MANUFACTURED LIME5TONE E3 ALUMINUM CLAD WOOD WINDOYG E.4 FYPON INTEGRAL DENTIL/CROM MOULDING E5 ALUMINUM STOREFRONT ENTRANCE 5Y5TEM Eb (9 " PREFIN15HED ALUMINUM GUTTER5 AND DOMN5POUT5, 5EE CIVIL FOR DRAINAGE E.7 PAINTED WOOD FA56IA E.8 RIDGE VENT - FULL LENGTH E.9 A5PHALT 5HIN6LE5 50LAR 5HIN6LE5 E.II FOUNDATION - 5EE 5TRUCTURAL E.12 HOLLOW METAL DOOR AND FRAME, PAINT E.13 5ECTIONAL OVERHEAD DOOR E.14 PRECA5T CONCRETE BOLLARD LIGHT FIXTURE, 5EE MEP E.Ib WOOD ENTRY DOOR 5Y5TEM a -: JD CONSULTANTS co rn N cl Q0 N w .a Z C) ai 0 ix Z - a z F- W Q `j �' 2 to 2 (Uowozo _ ? Q D. wLd Z°j< Q L Z a Z N 0 (5: (szZ°z°ac_n r ' ' Q La<J 0000000 O � Z� go M v �: W od f w h,Ry` z 0 Z � O w LLJo Q d- w__ Q Z �o W �z LD 0 oWJ w w �-, X J W tj r 1 V U cEffnFIEn BY. Drm ey: DAV omawd MAG Qwrltiy Assurance~ FJG calk. AS NOTED Shftt t U-- Un- J Date 04/03/06 �jed PIC 050358 -10100 I -QI 6-IC 22-IC 12-LP 15222 Keffkwn Bodavard NdAuviga, kdana "060 Mow 317 — 773 — 9933 E= 317 — 773 — 9944 ARCHITECTURAL CONCEPTS, �os p 5GH�Pl� 6�N�m Not"'5 1, POP 51t LAYOUT INFOPMATION 51�1� CIVIL RAWING5 2. V�PIPY UNn�PGPOUNI2 USITY LOCATION5 PpIOp TO PLANT I1\15TALLATION 3, CONTACTOP TO V�PIFY QUANTITE5; NOTIFY LAN125CAP� 12�51GN�k Of ANY 1215CF�PANCE5, 4. CONTP.ACTOP TO V�PIPY FELP CONn11101\15, NOTIFY LAN125CAp[: 19�516N�P OP ANY n15CPVANCE5 P�TM�N PMWING5 ANn FELP CONITION5, 5, 5TM ALL Tp��5 ANn 5HPUP5 A5 INPICAtI2 COY I1\125TpY 5TANPAp125. 6. CONTFACTOP TO PSG , C;l�PAIP ANn ULANT ALL APtA5 PI%F- �1�n COY CON5TpUCTION, INCLUP�5 ANY At A5 OPP-PPOP�PTY ANn OP OTH�kWI51� NOT INPICAtP ON PLAN5. 7, ALL TUFT Ap�A5 App TO � HYnP05�1�12�12 OP 501212�n UNL�55 NOT�n OTH�pW15� . B. CONTFACTOP SHALL MAINTAIN 1?051TIV� PFAINA61� IN LAWN ANn PLANTING � 12 AF�A5. 9, CONVACTOP 5HALL U51� V,�� & 5HPUP 12 Tf&5 A5 PLANTNG 6UIP�LIN�5, 10. MULCH PLANTING P P5 WITH 3" Of "AA" 5HFWPn 12 WnW00n PARK MULCH, P1:MOV� ALL 5TAKIN(A A5 50ON A5 THE M� HA5 6kOWN 5UFFICIM PO0T5 TO OMCOM� THE PIZXL�M THAT ITQUIFn TNT MP TO P� 5MI2. 5M5 SHALL P3 IfMO02 NO LAtk THE M2 OF VH ff5f GPOWING 5�A50N AI%TI:P: F ANIING, fk.� 5 NOPMALLY 120 NOT N�1�1:2 TO P3 5MI) ANn 5TAKING CAN P3 WMPUL TO THE TM�, 5TAKIN6 5HOI11? P3 1701\11: ONLY WITH THE MpPPOVAI OF THE LANn5CAF� APCH11�CT IP IT 15 M�MP TNAT THE ft NOT P3 A3L� TO 5UPPOt f I5U THE FOLLOWING APB P�A5ON5 WHY TPE 5 VO NOT WMAIN 5VACAK o fk:� 5 WITH FOR - QL.A ITY FOOT 13&1.5 01; p00T ML5 THAT HAVE MN CFACKI:P7 R PAMA6�V IZ�lCT MTH�P "MAN 5M. o fU5 THAT HAVE GP:OWN TOO C05� 06MTH IN THE NUI:51�I;Y, ff51TING IN VgMK fKUNK5. P.�J�CT PATH�f THAN 5M. o PLAMI\16 MOMM?1P 5 THAT 190 NOT AP�QUM�LY TAMP 5011.5 AROUND THE FOOT Pk - COACT THE PLAN11N6 MOCWa- o rOOf PAI15 PLA ? ON 50PT 50L. TAMP 5011.5 UNP�I; I;OOT ML PI;IR TO PLANTING. o FOOT 13ALL5 WITH MY 5ANPY 501L OP MY V9T CLAY 501L. 5TAKING APVIWL�- o V1 5 LOCAtP IN A PLACE OF MMLY WINDY CON121110N5, 5TAKING AI2V15MI . CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and narks rude upon the ground by others ) AND ARE SPECULATIVE IN NATURE, THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — N (� c O N o w ly- Li w U U w Z F— w S U� U C� w w Q z I'D O � Of w z w Q D w z > ~ U U Q a j 0 ff Hw w U d (n d Cn un S ,J O O O Z Q a a Qf a J J J 1— C5 • • • • • • • 00 r- 0 L I N "t Co N Q ^ n O Q �z Q Q _ — Q Q Q _ � U U N U Q N W — d o00 z Key Q Doi apical Name Common Name Size At; AC C; wMM 'AUTUMN FLANr AUTUMN FLAME MAPLE 3" CAL. 6 0 PN 2 ffaA NUM klvV PIkCH 12' MIN. %13 GI I CUL91 51A T. I. ' IMCOLP' IMP�pn HOW A10CLIST 3" CAL. 6 &6 QC; 2 QT, CL15 am MP OAK 3" CAL, 13 &l3 10 18 ILEX CMNATA 'COMPACTA' COMPACT KAN�5� HOLLY 5 GALLON IV 44 ItA V ' 5POCH' LITTLP WWY 0WAff 5MV TTIFV, 5 GALLON t 9 TAXU5 x M TWkLOW' �V IOW 5PWVING YAW 5 GALLON TT 27 THUJA 0 '9CHNY' M155ION AWOWITA� 1 -8' P &P VC II V113WNUM CAU511 KOk�ANSPIC� VIt3L NUM 5 GALLON MM 54 M15CANTHL6 5 ' MOPNING LIGHT' MOMING LIGHT MAIMN 6PA55 5 GALLON PH 27 PENNI5�TUM A'HANI W HAM�LN PWAT FOLNTAN 6M5 3 GALLON IC 28 IMP�PATA CYLINPOCA TW PAWN' JAPAN�5� N OOI7GM5 I GALLON HP 67 HWWWCA1I5'PATON W PA PON W MP 17AYLILY 16A11,011 L13 44 LlkorO 't31G MT, 131G PLT LIt;IM 1 GALLON SA 15 5EnUM 'AUTUMN FIB' AUTUMN PIWI 5EPP 1M 16ALLON 6�N�m Not"'5 1, POP 51t LAYOUT INFOPMATION 51�1� CIVIL RAWING5 2. V�PIPY UNn�PGPOUNI2 USITY LOCATION5 PpIOp TO PLANT I1\15TALLATION 3, CONTACTOP TO V�PIFY QUANTITE5; NOTIFY LAN125CAP� 12�51GN�k Of ANY 1215CF�PANCE5, 4. CONTP.ACTOP TO V�PIPY FELP CONn11101\15, NOTIFY LAN125CAp[: 19�516N�P OP ANY n15CPVANCE5 P�TM�N PMWING5 ANn FELP CONITION5, 5, 5TM ALL Tp��5 ANn 5HPUP5 A5 INPICAtI2 COY I1\125TpY 5TANPAp125. 6. CONTFACTOP TO PSG , C;l�PAIP ANn ULANT ALL APtA5 PI%F- �1�n COY CON5TpUCTION, INCLUP�5 ANY At A5 OPP-PPOP�PTY ANn OP OTH�kWI51� NOT INPICAtP ON PLAN5. 7, ALL TUFT Ap�A5 App TO � HYnP05�1�12�12 OP 501212�n UNL�55 NOT�n OTH�pW15� . B. CONTFACTOP SHALL MAINTAIN 1?051TIV� PFAINA61� IN LAWN ANn PLANTING � 12 AF�A5. 9, CONVACTOP 5HALL U51� V,�� & 5HPUP 12 Tf&5 A5 PLANTNG 6UIP�LIN�5, 10. MULCH PLANTING P P5 WITH 3" Of "AA" 5HFWPn 12 WnW00n PARK MULCH, P1:MOV� ALL 5TAKIN(A A5 50ON A5 THE M� HA5 6kOWN 5UFFICIM PO0T5 TO OMCOM� THE PIZXL�M THAT ITQUIFn TNT MP TO P� 5MI2. 5M5 SHALL P3 IfMO02 NO LAtk THE M2 OF VH ff5f GPOWING 5�A50N AI%TI:P: F ANIING, fk.� 5 NOPMALLY 120 NOT N�1�1:2 TO P3 5MI) ANn 5TAKING CAN P3 WMPUL TO THE TM�, 5TAKIN6 5HOI11? P3 1701\11: ONLY WITH THE MpPPOVAI OF THE LANn5CAF� APCH11�CT IP IT 15 M�MP TNAT THE ft NOT P3 A3L� TO 5UPPOt f I5U THE FOLLOWING APB P�A5ON5 WHY TPE 5 VO NOT WMAIN 5VACAK o fk:� 5 WITH FOR - QL.A ITY FOOT 13&1.5 01; p00T ML5 THAT HAVE MN CFACKI:P7 R PAMA6�V IZ�lCT MTH�P "MAN 5M. o fU5 THAT HAVE GP:OWN TOO C05� 06MTH IN THE NUI:51�I;Y, ff51TING IN VgMK fKUNK5. P.�J�CT PATH�f THAN 5M. o PLAMI\16 MOMM?1P 5 THAT 190 NOT AP�QUM�LY TAMP 5011.5 AROUND THE FOOT Pk - COACT THE PLAN11N6 MOCWa- o rOOf PAI15 PLA ? ON 50PT 50L. TAMP 5011.5 UNP�I; I;OOT ML PI;IR TO PLANTING. o FOOT 13ALL5 WITH MY 5ANPY 501L OP MY V9T CLAY 501L. 5TAKING APVIWL�- o V1 5 LOCAtP IN A PLACE OF MMLY WINDY CON121110N5, 5TAKING AI2V15MI . CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and narks rude upon the ground by others ) AND ARE SPECULATIVE IN NATURE, THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — N (� c O N o w ly- Li w U U w Z F— w S U� U C� w w Q z I'D O � Of w z w Q D w z > ~ U U Q a j 0 ff Hw w U d (n d Cn un S ,J O O O Z Q a a Qf a J J J 1— C5 • • • • • • • 00 r- 0 L I N "t Co N Q ^ n O Q �z Q Q _ — Q Q Q _ � U U N U Q N W — d o00 z z w Q U cn C) Q J z 0 a CD M �r- cr w° O �� Q— N � Oaf w oQ � U CERTIFIED B't: oND'eFq� N�O.? o� 0243 STATE OF , T�E Droen By: R COYLE Checked By: R COYLE Quality Assurance. T. Schdenberger Scale: 0 Scale: Sheet L101 Date 4 -03 -2006 Project Number 0050358 -10100 w U z w Q U cn C) Q J z 0 a CD M �r- cr w° O �� Q— N � Oaf w oQ � U CERTIFIED B't: oND'eFq� N�O.? o� 0243 STATE OF , T�E Droen By: R COYLE Checked By: R COYLE Quality Assurance. T. Schdenberger Scale: 0 Scale: Sheet L101 Date 4 -03 -2006 Project Number 0050358 -10100 CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE — INDIANA UNDERGROUND — 59EL 5W FLA511C W6E f5WANt 1X8 CONCM9 PAW5 IN I'f MNCWN� t'M9111 1/ 2" 901% 5ANn 12'' COMPACgP "k CAAt PA5� COMPA69n 50L 51[36W� CONCRETE PAVER DETAIL SCALE: 1 " =1' -0" NEVER GUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 3" GAL. USE WOOD STAKES 3 PER TREE @ 120118 GUY TREES 3" GAL. 4 LARGER USE 2 "x4" STAKES DRIVEN BELOW GRADE. (3 STAKES 120%8 APART) SET TOP OF ROOT GROWN 4" ABOVE FINISH GRADE GUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL _ 3" MULGH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BAGKFILL LOOSEN SUBGRADE AROUND GENTER MOUND ~ AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE HOSE GUARDS AND C GUY TREES cl' HT. ANI 2 "x 4" STAKES DRI Vf 3 STAKES (D 12048 AF SET TOP OF ROOT Gf FINISH GRADE GUT ALL BINDING ANI FROM TOP OF BALL 3" MULGH LAYER AS 4" DIA. X 4" SAUCER PULVERIZE SOIL EXCAVATED FROM H AND USE AS BAGKF I I LOOSEN SUBGRADE A AND INSTALL SAND A ADEQUATE DRAINAGE STAKE TO BE 18" BEL UNDISTURBED SUBGRA (SET 12048 APART) UNDISTURBED SUBeRA 15222 Herriman Boulevard Noblesville, Indiana 46060 Phone: 317 - 773 - 9933 Fax: 317 - 773 - 9944 ARCHITECTURAL CONCEPTS, �L� ARCHITECTURE a LANDSCAPE - 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER GEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SGARIFY SIDES OF HOLE FINISH GRADE SHADE TREE PLANTIN6 DETAL NOT TO sGALE TREES UP TO AT. 3 STAKES APART \TE HOLE 12" LARGER )OT BALL r SIDES OF HOLE EVER(5REEN TREE PLANTING DETAIL NOT TO sGALE CLEAN AND PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO EIN15H GRADE AS IT BORE TO PREVIOUS EXI5TIN67 GRADE. 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUGER. CUT AND REMOVE TOP 1/3 OF BURLAP. BACKFILL WITH EXISTING. SHRUB PLANTING DETAIL NOT TO SCALE W � � w � W LiJ z W U) C/) Of z w w Q z 0 cl: W Z W Q �zwz>F- W Z Q J O H W U Cl (n (a- 0 cn Z Q Q Q Q U J J J C� cry rn o `t LC) I Q 00 N ^� 0 < a� Q L <o U =z< Q Q _� 0-- cf Q Q N W C) co z a� a) ,c c ® W 06 cn U a) � Cn Q d1' w Il-- =1# � 0 (If (D z O 0 F- w�-- �' z z < : Cl) W " 1 Cpl g LLJ Cc EE ME Q U J SHADE TREE PLANTIN6 DETAL NOT TO sGALE TREES UP TO AT. 3 STAKES APART \TE HOLE 12" LARGER )OT BALL r SIDES OF HOLE EVER(5REEN TREE PLANTING DETAIL NOT TO sGALE CLEAN AND PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO EIN15H GRADE AS IT BORE TO PREVIOUS EXI5TIN67 GRADE. 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUGER. CUT AND REMOVE TOP 1/3 OF BURLAP. BACKFILL WITH EXISTING. SHRUB PLANTING DETAIL NOT TO SCALE W � � w � W LiJ z W U) C/) Of z w w Q z 0 cl: W Z W Q �zwz>F- W Z Q J O H W U Cl (n (a- 0 cn Z Q Q Q Q U J J J C� cry rn o `t LC) I Q 00 N ^� 0 < a� Q L <o U =z< Q Q _� 0-- cf Q Q N W C) co z a� a) ,c c ® W 06 cn U a) CERTIFIED BY: a ID T -0 *0 016 aF O %toast * � • �No. • 0243 STATE OF so � 1T�G� Drown By: R COYLE Checked By: RQ=ME Quality Assurance: T. Schellenberger Scale: 0 Scale: 1 " =N /A Sheet L102 Dute 4 -03 -2006 Project Number 0050358 -10100 � Cn Q d1' w Il-- =1# � 0 (If (D z O 0 F- w�-- �' z z < : Cl) W " 1 Cpl g LLJ Cc EE ° Q L Q U J CERTIFIED BY: a ID T -0 *0 016 aF O %toast * � • �No. • 0243 STATE OF so � 1T�G� Drown By: R COYLE Checked By: RQ=ME Quality Assurance: T. Schellenberger Scale: 0 Scale: 1 " =N /A Sheet L102 Dute 4 -03 -2006 Project Number 0050358 -10100