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HomeMy WebLinkAbout07080003 Civil Construction Plans Rcv. 9/12/2007 DOCS0 0 0 0 N E Cn +J 0 n 0 U Cn Q� 00 W �J �J 0 .. n 4- x 0 .• U Q I Q O N E Q0 0 oI .. N � o E / +' U E _0 Q� C < l(L)) W U N � •� 0 0 AC- 1 �0 0 co 0� x \� (N N �\ f--- 0M0 0 I 0 0 C N 0 T L mU it V • 4) O 0 / 0 (n V 0 -I _► U 0� D n n F -HmEE WEST i 350 WEST 96TH STREEt CARMEL,D t I AUGUST 01 2007 AEVELOPER. I-D =:::;/ R (3 y (Olorpo orat OCR 600 East 96$h Streei, Sulate 100, n ianapo is, 4 317.808.6000 CONTACT: Aaron Reynolds - aaron.reynoldsodukerealty.com CIVIL ENGINEERING FIRM C j WOOLPERT INC. � 1 7140 Waldemar Drive „ v Indianapolis, Indiana 46268 -4192 317299.7500 WOOLPERT FAX: 317291.5805 CIVIL PROJECT MANAGER: Jon Sheidler - jon.sheidlerowoolpert.com ARCHITECT: Aaron Haschel - ahaschelocsoinc.net SURVEYOR: John Heshelman - John.heshel man owoolpert.com i t �! t t, a a ;t i 1 PROMMIRM S TE PLAN I - 09/11/07 9 - .09/11/07 0 - 09/11/07 0 - 09/11/07 C400!0'1 ►4 111!110 4 0 1.4 11!0 0 .1,114 - 09/11/07 STORM SEWER PLAN AND PROFILES - 09/11/07 © - 09/11/07 0- C602 111/�.111111! „1 ►,11!!..!.11. i 09/11/07 •b1 - 09/11/07 0 -4�h F 09/11/07 a - 09/ 11 /07 © - 109/11/07, 0 ftm �., . -'s, IVA 0 omiimimms is vow OWN* 0 WI 4 mismiiss, "low 0 MI .0 "Ism V, Messiest 0 tM vo NORTH NO SCALE o vo NORTH NO SCALE 4 - 09/11/07 9 - .09/11/07 0 - 09/11/07 0 - 09/11/07 C400!0'1 ►4 111!110 4 0 1.4 11!0 0 .1,114 - 09/11/07 STORM SEWER PLAN AND PROFILES - 09/11/07 © - 09/11/07 0- C602 111/�.111111! „1 ►,11!!..!.11. i 09/11/07 - 09/11/07 0 - 09/11/07 a - 09/ 11 /07 © - 109/11/07, SITE DATA OFFICE PARCEL 20.73 Ac. POND PARCEL 0.53 Ac. OU TLOT PARCEL 3.93 Ac. OVERALL PARCEL 25.19 Ac. JXGAL DESCRIPTION: SARK ooD WEST OFFIOE COMPLEX A part of the Southwest Quarter of Section 11, Township 17 North, Range 3 East, Hamilton County Indiana more g Commencing at the southwest corn particularly described as follows: corner of said quarter section, said corner being South 89 degrees 24 minutes 09 seconds West 2,693.06 feet from the southeast corner of said quarter section; thence North 00 degrees 19 minutes 36 seconds East, 304.63 feet along the west line of said quarter section; thence South 89 degrees 40 minutes 24 seconds East, 25.00 feet; thence North 05 degrees 38 minutes 21 seconds East, 162.01 feet to the east right -of -way line of Spring Mill Road as described in the deed to the State of Indiana recorded as Instrument number 91 -15174 in the Office of the Recorder of Hamilton County, Indiana and the POINT OF BEGINNING of this description; thence along said right -of -way line the following two (2) courses: 1) North 00 degrees 19 minutes 36 seconds East, 4.92 feet; 2) North 05 degrees 41 minutes 16 seconds East, 381.81 feet to the southwest corner of the land described in the deed to Clay Township Regional Waste District recorded as Instrument number 2005 -60870 in said Recorder's office; thence along the south and east lines of said Clay Township land the following two 2 courses: 1) South 89 degrees 59 minutes 9 37 seconds East, 50.60 feet, 2) North 00 degrees 00 minutes 23 seconds East, 70.00 feet to the south Limited Access right -of -way line described in the deed to the State of Indiana, recorded as Instrument number 2001 -28753 in said Recorder's office; thence along said right -of -way line the following four (4) courses: 1) South 87 degrees 42 minutes 22 seconds East, 577.26 feet; 2) South 68 degrees 11 minutes 46 seconds East, 268.11 feet; 3 South 53 degrees 57 minutes 45 seconds East, 324.27 feet, 4) South ) 57 degrees 54 minutes 09 seconds East, 43.14 feet; thence South 00 degrees 35 minutes 56 seconds East, 499.46 feet to the north right -of -way line of West 96th Street as described in the grant by Duke Realty Limited Partnership to the City of Carmel; thence along said north right -of -way line and along the east right -of -way line of Spring Mill Road the following seven (7) courses: 1) South 89 degrees 24 minutes 04 seconds West, 759.59 feet; 2) North 88 degrees 20 minutes 21 seconds West, 99.16 feet; 3) North 84 degrees 08 minutes 57 seconds West, 237.91 feet; 4) North 64 degrees 27 minutes 44 seconds West, 81.08 feet; 5) North 36 degrees 38 minutes 16 seconds West, 74.10 feet; 6) North 19 degrees 48 minutes 47 seconds West, 20.33 feet; 7) North 00 degrees 19 minutes 36 seconds East, 248.25 feet to the POINT OF BEGINNING containing 20.730 acres, more or less. Subject to all easements, restrictions, and rights -of -way of record. The bearings in this description are based upon the south line of the Southwest Quarter of Section 11 having a bearing of South 89 degrees 24 minutes 09 seconds West. S uuol E E C 00O, 1111.1! „1.,11!!..1,11, COVER SHEET C 100 /,.1,',,,1.,1!•.1..,,,l,!!,l1, EXISTING CONDITIONS /EROSION CONTRO L PLAN C200 /..1.,.1...1! „1.,1,!!.!!.11, i SITE PLAN C201 .i.. /t111 ►,1!..!,.1!!!....11, OVERALL SITE PLAN C300l1,14- :!0 0 0 4 0 1 „1 1 0 !6 0 1, 4 11, GRADING PLAN C301 lM1..111l,1l.,1 „1,!!..1.11. EROSION CONTROL PLAN C400!0'1 ►4 111!110 4 0 1.4 11!0 0 .1,114 UTILITY PLAN C401 ...1 STORM SEWER PLAN AND PROFILES C500.1,1 „1111.11..1,.11....!.11. LANDSCAPE PLAN C600 ...1,,11..•.,..1.411!!..1411, i DETAILS C601 l,11t.111i1.l..1,.1.!0 10 1111, DETAILS C602 111/�.111111! „1 ►,11!!..!.11. i DETAILS I DRAWING INDEX LEGEND i It MOST RECENT ISSUE OR REVISION DATE COVER SHEET LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED WITH THIS ISSUE No.1 DATE I REVISION 1 09/11/07 REVISED PER CITY COMMENTS PROJECT No.: 672 1 0- 67211 1 No,11 M r t .. " V -10 • I + 10707500 = A. 0 STATE OF :" jam► w` �f .�3 tI11iS.� 7 SEAL 0000 i i' rt ti I •' % I tyF i 0) Q6 X CNI _y I r- r- CN CO I ) I - r- N I co I 0) ? , ,, _0 __ T` .7 7 I ` I. ," Q �1 ;__ r-i 1 :2 .. � � T_ Q. r- N 00 I_1 1;4- CC) I CD 0 O T- r- N co O • w O O' N I -0 w (� r- L I r- N N -O r�-, E co N I 4-� N r1___ _0 CO 0 • - O +J N _ -' d- O X U O V) x'40' 4' 1 c T_ ;1 m 0 N h m CO I -0 O O (N -4-' r*11 _O Q0 IL � 3�: ) L - - __ X E w Q✓ .. 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LEGEND SILT FENCE -1 X IIIIIIIIIIIII INLET PROTECTION 0 EXISTING ® CURB INLET El STORM INLET STORM MANHOLE P 11 0 SANITARY MANHOLE Ex, STORM STRUCTURE NUMBER "--,\ (, EX) SANITARY STRUCTURE NUMBER ----------- SANITARY SEWER ______ - -- _____ -= STORM SEWER �®' FIRE HYDRANT ASSEMBLY ® WATER VALVE wv --- - - - - - „ - - - - _ - WATER -- - -- - - uE -- -- -- - -- - UNDERGROUND ELECTRIC ® TELEPHONE MANHOLE - - -tjT -- __ - - -L I '31 _ UNDERGROUND TELEPHONE -- -- - -FO- - - -- - FIBER OPTICS -- - __ --cTr- - -- - - ELECTRIC, TELEPHONE & CABLE -- - __ - F - - -- -- - OVERHEAD ELECTRIC --- - - G - -- GAS - -- ._ -- - - -tT -- -- - -- - ELECTRIC & TELEPHONE F`� LIGHT POLE -% BENCHMARK _1, TELEPHONE POLE - -_. -- __ - -- -- - TELEPHONE ('___,J" � PIN (,i ELECTRIC MANHOLE START OF CONSTRUCTION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544, 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT -OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY, 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7• REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS, CONSTRUCTION SEQUENCE 1. THE NOTICE OF INTENT (NOI) LETTER FOR THE OVERALL PARKWOOD WEST PROJECT WAS SUBMITTED TO IDEM PRIOR TO INITIATION OF INITIAL LAND DISTURBING ACTIVITIES AT THE START OF PHASE 1 OF THIS PROJECT. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND/OR A MINIMUM OF ONE TIME A WEEK. 3, NOTIFY ROB BECK, RULE 5 COORDINATOR, AT (317) 233 -1864 OR RBECKODEM.STATE.IN.US AND THE CITY OF CARMEL (317) 571 -2441 WITHIN 48 HOURS OF STARTING CONSTRUCTION. SCHEDULE A PRECONSTRUCTION MEETING WITH CITY OF CARMEL AFTER THE PERIMETER PRACTICES HAVE BEEN INSTALLED. 4• POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE, INCLUDE A COPY OF THE NOI AND THE CONTACT INFORMATION FOR THE PERSON RESPOSIBLE FOR IMPLEMENTING THE SWPPP. THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST. 5, INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 6. INSTALL FUELING AREA, PORT -A -LET, SOLID WASTE BIN, CONCRETE WASHOUT FACILITY AND STAGING AREA. 7• ROUGH GRADE SITE, STOCKPILE AND TEMPORARY SEED AS NECESSARY 8. START BUILDING CONSTRUCTION_ 9. INSTALL SANITARY AND STORM SEWERS. 10. PLACE INLET PROTECTION. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 11. INSTALL UTILITIES. 12. TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL BLANKETS IN SWALES. 13. STONE PARKING LOT. 14. PLACE PARKING LOT BINDER COURSE. 15. FINAL GRADING. 16. COMPLETE BUILDING CONSTRUCTION. 17. PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION. 18. PLACE SURFACE ASPHALT COURSE. 19_ REMOVE SILT FENCE, AND INLET PROTECTION AND CLEAN ALL PERMANENT BMPS AFTER ALL AREAS ARE STABILIZED. 20. ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, WITH A COPY BEING SENT TO CITY OF CARMEL ENGINEERING DEPARTMENT. 0 50 100 150 GRAPHIC SCALE IN FEET 00 0 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 s s C6 X C) I Ctrl CD 0 N Q0 I N Q c I N o o Q N r1_1 O Q O o � O Q N Q0 0 I (� N � I E o Q) N � a Q0 a) cn w � T 0 N n qq4- X O 0 c— Q) N � I� UI W . . I m 0 N CD _O .. n X I �j N N F` I CD O 1 O O O N I � co L 0 Q) U Q / T Q U V 00- � L- V) 0 •• 0 _E 3: � am '{ J O O r� ('0 O a- rr) N I X "t N N O M CD O w I U a C N Q) Q0 Ems/ Z U a� 0 o o o CO �U� 0 i.n z c� r O D O NOTE: SIGNAGE TO BE SUBMITTED BY OWNER AT A FUTURE DATE VVL'�) i 96TH STREET D. d A a ' R N Q a d W. x N. o Q 4 v d -- tr.s • a a A L7 t2 PQq S• S•. : 9' 4.21' O" W _ 6,4 d a 4 4 a c d �40 tr 4 d a a d d ° d N a MEN � lei SCALE:1 "= 20' i OFFICE BUILDING SETBACK LINE ter, � I - BUILDING & PARKING PLAZA SETBACK LINE SPARKING SETBACK LINE 4 PARKING DATA PHASE I PARKING: © PHASE II PARKING: �1 FUTURE PARKING: FAX: 317.2 91.5805 PARKING PLAZA "B" STANDARD PARKING SPACES 632 PARKING PLAZA "A" STANDARD PARKING SPACES 793 FUTURE SURFACE STANDARD PARKING SPACES 68 PARKING PLAZA "B" DISABLED PARKING SPACES 9 PARKING PLAZA "A" DISABLED PARKING SPACES 9 FUTURE SURFACE DISABLED PARKING SPACES 4 CURRENT SURFACE STANDARD PARKING SPACES 173 PHASE II SURFACE STANDARD PARKING SPACES 334 TOTAL FUTURE PARKING SPACES 72 CURRENT SURFACE DISABLED PARKING SPACES 6 PHASE II SURFACE DISABLED PARKING SPACES 4 6" STRAIGHT CURB Q CURRENT TOTAL PARKING SPACES 820 TOTAL FUTURE PARKING SPACES 1140 OVERALL TOTAL PARKING SPACES 2032 (;NORTH 0 50 100 150 F�E GRAPHIC SCALE IN FEET LEGEND SYMBOL DESCRIPTION UA INTEGRAL WALK & CURB © 4" CONCRETE PAVEMENT /WALK �1 CONCRETE STOOP FAX: 317.2 91.5805 (5'x5' UNLESS OTHERWISE NOTED) OD 4" PAINTED BLUE PAVEMENT STRIPE O U AT 45' ANGLE, 2' 0. C. Q 4" PAINTED BLUE PAVEMENT STRIPE O DISABLED RAMP (MULTIPLE) 0 6" CONCRETE PAVEMENT OJ 4" PAINTED WHITE PAVEMENT STRIPE 0 10'x10' TRANSFORMER PAD O LANDSCAPED AREA Q EXPANSION JOINT @ BUILDING O GUARD POST QP RETURNED CURB DISABLED RAMP ® RETAINING WALL. (REF. ARCH PLANS) QR 6" STRAIGHT CURB Q DISABLED PARKING SIGN QT REGULAR DUTY ASHPALT PAVEMENT O CONTROL JOINT Qv LANDSCAPE EDGING OW CURB END TAPER Qx THICKENED EDGE 0 6' ASPHALT PATH Q LIFT STATION ACCESS ROAD PAVEMENT (SEE DETAIL) AA DIRECTIONAL ARROWS, WHITE PAINTED BB BICYCLE RACK, (7) REQUIRED, (LANDSCAPE FORMS, MODEL "Bola ", SURFACE MOUNTED) CC STOP SIGN DD FUTURE GENERATOR PAD LOCATION EE CONCRETE COLOR TYPE CD 0 0-) ' (COLOR TO BE DETERMINED BY ARCHITECT) c. DISABLED PAVEMENT SYMBOL (PAINTED BLUE) : SIGN U) Q_ CURB TRANSITION 4 NUMBER OF PARKING SPACES E19 EXISTING SITE LIGHTING POLE (SEE ELECTRICAL PLANS) a CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SITE DATA OVERALL OFFICE PARCEL ACREAGE 20.730 Ac. NOTES: 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS, IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY, 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 0 �p REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: (317j 808 -6000 Fax: (317) 808 -6797 WOOLPE R. 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.2 91.5805 V) Z LLJ O U U LI__) Q_ C) w cn w CD as r- o •� C77 .. O O m . .. 00 v cX O o v r U F cl) W W -� Cc) CD 0 0-) ' 0� O L U U) Q_ O L(-) Certified By: 1�t�11tit1111 N f 1 i!l�hl!! /l�lJ f No. ;10707500* - STATE OF 0 le HOW Drawing Number: C200 3 Of 12 Sheets Duke Realty Jab Number: PWD012 -500 PWD012 -000 A/E Job Number: 67210 67211 QD X N I r� N I O N C I ` C r- N � CD c I c O �N\ 1 CD C • w ^ r� I L a c— _c N r-_ a: C I c o a. N _c n , /� �W (1/] c c cN 0 V O �. 4J I V) N E CD I Q) 4-1 O N n c 4 w •• O Q_ � N N I � o I o 0 � N I co •� o U Q / Q U V) Q) c O r) a� . . 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Ir, , 4- - --,-- ---,- I - ---- I 11 / I � 11 -1) a 1832.8R, 1 ­ -�5 - ---- ----831.70 831.7 52-10 3 SO- 32.89 ---1-1------ 8.32 " - REQUIRED = 145 840 CF ( 1 dl i I' i I I I I. � � . 11 ," ''­ - --- -- -I- -4.---- 0 83-3.0 - Z:::::7 - I 0416 1, h. I I 1! I � ,/1'-�:,­ , -- - -t - --- I -------------- - I ; I , I I I I I ? ---- I m"--"---ft- -- --------__ -::�--�--,- 11 I --� PROVIDED = 146 972 CF i 11 I j Ill I � Jill! III /-, -- "t "" 1832.65 ­ - -'- I - ---- ---- I I -- .----- - ­3-� 1 ., 1. I ------ "., 01 . "I, --, --, ­ -- . ----_zz..-832 ---::------ - - --- [-, *AS DEFINED BY MASTER DRAINAGE PLAN (APPR I I I I 11 , vi ­ - 7j 1832.9 1 - ------ r�j, - 1, 11 1, 1832.4 832690 .2 - " I ---I_ ----. - - ­z--�------ zi::--::. - 1-1 ---,, ft%�, OVED MAY 2006) 11 )0 I - - / 1 T -2. "' - ', I - - .- ` , " re )1 ! I I )I--T-.r--- / I �� ..,-- . .. / --11 p --­ .. 0 e $32.50 I 833.501 it / - I,.- --- , --_ -- --- -, ,., --__ I --- --- \ / 11,.,.,-1 i cc�4-' 1 1 T----�, I - -- \ 1, / 00 0o % - - - , I I / ---- 77- - - -, / I / " , .-.- . \ -- \� - P, I I 1833.00 1 , - ---, ----__ !�32- - I - / 1--, / / N\- /- I I I I I I, / " // (A X ,, / \ -,-- - '- ,, I -,' 1-, 7 ,,,, / I'D I 1U)JI I L . 0) , 1\ \ 00 " N f "-�- - 't I - - � / \1 - --- -- - --- - I " I . %% ­1 I .c. 831.7 4- 0@r)l i IN -\\ /I,"/ , \\- - \ - -- - 1, I-, -- I b; r� � . I--_ - 1, 11, I ­ F \ \--- -- lInI I � , v;" 0 I j - '- !-�%- j 0.9"'j, 1co! J, I I / C. 8311.90 , I co I ' 11- - L"' ' ' / N -- - I --. - I - - -- -,� / I hini I I I I � , \ t � I / `,1'-­­­- -- - , - __,:-l",', , I 100 CN i., N - - -11 I -�� I \1 / I I / .E.G.+O. \ d- ::�� I , / . I 77�-- ! I r, �,�, -( -----_ J�-jj , 01-- 'I, OD. 11 ,-�� I . \ / ---I-- -'-" 11 i, / / C. 831,44 �u' I / 1-1 ..' I ,-�� 1-1 \ U' / -- . , --, %, --i- \ / / / / `! ~ -_ / ' / ' `l � - / ' \ ~`t` ' ' / ' � `��. / / \ ) ~�� j \ / M. ' / // \ / /// ' / ' - ` \ / / / / // / '/'~ i ``~ `` ~' | / / / | / -- ---_= / / | / '� -` (. / | 1/ ,/^ \ ^`- - -- - - --�j�---- - / / / `, . ~,_� \ | / / -~ ` | / / / ) ^/ \` /- - -- -- - - - --7 // p / ' � / / i��� ___� �) / / / ``--- -- - - - �/ / / /( ,�~ / / \ � ` ~( . . I . - i .j, 12 1A - I` . , y / \ ~~~� ` \ .. � I :, .: i , . / \ � Iz. | //( / V k D f \ \ \ \ \ WN \ | | | � / �� �� \_ _ _- _ - ] . � : � ,. 1'. .j . -i 4 . � 11 r, . � - � , \ �� - - --A-' �. . .1 - .. � . . -,- - . ., , --t� . 1� -1- ­t- \ , * J CONTOUR LINE (BY OTHERS) -------849 ------- r� i i I . ''I I .. I /: + --,,� : � O STORM INLET 13 0 STORM MANHOLE 0 0 SANITARY MANHOLE 0 p�« ( STORM STRUCTURE NUMBER | , | I . -�--4% - -I , -, - I . . I - H - --�, jjj,� - , I ." .: : I- �1 il I 1� \ ` I "I \ ' - -' -' \^. `` � T.C. BJ5 1, , 6 5 '** ,�N ." ." 11 '41vt�/ � --- I , -\11�111�:��, 'I, ',\, 11 ,-,� � �`--�,. Z� "N, ,--* "I � , � , ,� I -1- ---- \ I \ \ " , I - "'.,I - � I i lk�� 11 -­­-� I ­,�,=',�- u � --��, 7­�J- ---- - --I- - ----- - - / �\\, "'� \ \ 11", \ , " -­ ---- -,E"j I I 1 ,,'\\, I ` ,1� I \-----= ; 31.70 31 0 83 .20 1 - - / --- . I I - 11 - I I / ---'Z-� I :4r,,,,�,tILL����� =:ws­ �� , - ­ 11�� \\ wk%b ---, -�, --., - --- -111, - - A / � I " / / I t ­��- I` - -- p - - ­ ---. --- 1'.(.1 2 , " \ � '� , ---- -- --- -- ---- -- ---- - ---\ 11 ./ - 2-.- 1 --i­ � , \11 . \ , /6. � I -- 1-=:I�� -��-=-s --- -- --- -- - -- -- -- � 831.95 - -- -- - - -/ , / / .1 � \ I -- - - ---::!-­�-, �-- - - -.-.- - -- - ---- - --- -- =-=-- �= -- - -- - � \ \ --, " � - -: -- ----" ,- ---- :L, Z.7) :7 -- ­ 4- - \1 cl, I -- -- - - - -- -- -.-, -- ,- ­ - f .ill` - � - ,,, (D -I- 1, - --.. - Z::--�-- - -----��-�--­= -------- ---,------�:--7---:::--i---:�_.-:_-_-=---::: :-i-, \ I �� �� - -- -- - �� - ----::� �--- -- �-- ----_ , / :-::L­ =- -:!�7- - - - -------------- vy/l/ I t \ \ / ,. -��-�=--:::�-­-- WEST 96T T I---- Ill "I \1�1 �: / 11 /'I --�- -----�-;:- ­­ , , - -. �--------­�z ---- so 1i " I -1 ­-­­ / ----,­� - _: , --�­75�. _:::;z ), i ­:�� - " -- --- z - I �- I -- -� � --::::��;�:7 ------ /11 1-- I- / I / - --- - --�� ----- --- --- --- - � 11 / / -- ---------- L I---- - I �-- ------ ! / I . X-1 I :;�­�--­' ---�­�----�� -- -,----- - -- --- - i,--- !_ L- 11 " - �-- ­--� ----­­Z�- ------ --- -,____ __ _ ___ _ , �� ----�==� � �-­­_­_ ---- - --- - ----_ -,:i-- --: -­ t-­ --- -- -­; ,�� ­`� -- ----� �� ----------------�--:= � __------:- -- ----= --- -- - ---- -_ - ---- - - - --- - ---� -,. - ---��-=- --- -- ­ I '' ---- �_-­� -- --- -- - - -- --- -- =7��- --3�---------------- - L - - - --- -- --- I � . -- L -I -------------A-- \ I � i - - - " � I I � 11-----------1`1 I" ------------------­----- ----- ---- ­- -.--------------,--.-,----------- ---. -- -- -----.-----------,--.--.�-.-.�---.-- I ­7 --- 4-- -------- �---=J---- ­ \ L------------ ­ -- - --�- ----- --�- --T- T-- - - - ­ . 11 F, I - , L, L- I I , --- - �� �_� ��� --- �� NORTH O 50 100 150 F1 I L- I j 1 . - 711 GRAPHIC SCALE IN FEET LEGEND EXISTING_ PROP�3ED --~----849____~~~ CONTOUR LINE ~~~~~~�� 749 CONTOUR LINE (BY OTHERS) -------849 ------- r� qp' SPOT ELEVATION O� 850.00 O STORM INLET 13 0 STORM MANHOLE 0 0 SANITARY MANHOLE 0 p�« ( STORM STRUCTURE NUMBER | , | V�« / / ``- SANITARY STRUCTURE NUMBER /n'�n\ \^.7 CONCRETE END SECTION X7 CONSTRUCTION LIMITS 8TA 38 / BRASS 08C IN THE CENTERLINES OF 98th STREET AND COLLEGE AVENUE. ELEVATION : 820937 cp 96 : P.K. NAIL SET AT THE SOUTHEAST CORNER OF 96th STREET AND KEmw00D ELEVATION : 836.27 ' wBM 1 / CHISELED ^:^ ON THE NORTH BOLT FOR SIGNAL PULE AT THE SOUTHEAST CORNER OF 98th STREET AND MERIDIAN STREET. ELEVATION � 836.41 wBM 2 : RAILROAD SPIKE SET IN NORTH SIDE OF UTILITY POLE LOCATED AT THE SOUTHWEST CORNER OF 96(h STREET AND SPRING MILL ROAD. ELEVATION / 827.54 wBM J , RAILROAD SPIKE SET IN WEST SIDE OF UTILITY POLE (350-165A) LOCATED ON THE EAST SIDE OF SPRING MILL ROAD. APPROXIMATELY 5O' MORE OR LESS SOUTH OF 103rd STREET. ELEVATION : 825.74 /ND0T : STANDARD |NDOT DISC LOCATED ON THE NORTHEAST CORNER OF BRIDGE THAT SPANS OVER 1-485 ON SPRING MILL ROAD. NO STAMPING. ELEVATION / 841.47 wB� � � SOUTHE�m �OST BONNET BOLT ON FIRE HYDRANT, APPROXIMATELY 200' �ORE 0R LESS E�8T DF THE PILGRIM LUTHERAN CHURCH AND APPROXIMATELY 100' MORE OR LESS WEST OF THE WESTERN MOST EDGE OF U.S. 31 ELEVATION : 850.37 ' ' GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PDmO|wG CONDITIONS AFTER INSTALLATION AND CORRECT, 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING rE�TVRES �3 mECE�SARY. J. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE Ex|8T|wG PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE pRDpERLY SE�LED vw R|AL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE ExC�v�T|m� �RDUmO EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND Ex|3TImQ UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE F|w|5H GRADE AT 1/2^ BELOW PAVEMENTS wmEw 5�EET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL C0wTR�CTDR. SUBCONTRACTORS OR 3UpPL|ER8, SHALL BE RESURF�CED OR REC0w�TRVCTED �T LE�ST T0 THEIR ORIGINAL C0mD0Dm AFTER THE CONSTRUCTION WORK IS COMPLETED. B. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE wmEm �TRUCTURE |3 NOT A CURB INLET, T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. G. DURING CONSTRUCTION STREETS MUST BE CLEANED AT THE END OF EACH DAY AND/OR E CITY. REALTY CORPORATION 600 East 96th Street suite 10O Indionapois /N 46240 . - wj 808-6797 Phone: 1 808-60XDO Fox 317 I Y . t i( f iT t i . *. I It } 4 Co x Nt V N co I O Ir- N I\ co CTI d I N rl-_ , QO I O N CO 0- _0 N . n O I Ir- T_ N rll� I-, co O I o o N T_ ^ N I\ I- co �_' w 0) ") -0 E _0 (1) N Q d- 0 O V W � � --" 0 1 a_ N r-_ 0 co U I O N � N (1) � co c W .. 4n--- � ` 0 m x Q) .. 0 ( a_ '.-v -'N J 0) N 3: 1 _0 O 0 O L_ I 0 •L- N Q CD • I O 0) .0- N I\ Q c9 0 E o _W U VJ 0 U . / E (1) 0 U) 0- (L) c `••. / L- O ,.� -) .. F-- •• o N 0 (3) v---- 3: 0 y E r-- �_ - o 0 - 0 n Q:) N I \ = X .-;�f ,- N N \r-, oM co I 0 + O U aD c: N c- r-- 6 o Q0 P _Q. C) >, .� Z m U Q) -0 _0 •-­% 0 a) O 1-- > n o / D 0 ��� 0 0� 0 ._._ _ _ - - �. _ _ _. _ ___'� .__�._ - - -_ _ - �--- __ _ _ -/f - -- _ - _ -- - -...__ _ _--_ _ -. - - __•. -__ _.. _._. - •-- ______ ---- -•- "-•- . ----__ 0_000 `�. -_._. _ � r � , -_ _ _ .-- _ ' --.__- _ -- _ _ _ `'- ---- -_ _ -- - -- `--- _ _- -- 000-0_ __ _ �_ �- _ " -•_._. ___ -1 �?cN -_'tea_ �� --. - _ -_--Y '.�_ _�._--_'- __ - -_ __ .._.a __-4 `_.. _'__-_-_-.. _ �•-�� --w___' _ -._..- ,__._- _ -.- -- -�_ 1 _-._ ___ `._�._ - -_ _4-' •- -•--'- .- _._�.4 _ -_.__� ' \,_ ".._� __ __ ­ __ __ _ __ _ _ _ -__ �_ _ i - - -- -_ __ _ __ _ _ -- _ - - _ - -- - _ _� -- _ _ _ _ - _ _ - - _ _ , = - - - - - - _ _ _ EROSION CONTROL - _ - _ _ - - __NOTES _ T - - -- _ - __ - _ - _ -- ___•- _ - ___- ._.. -- .._� -- 00.00.- _...- -.-_. _..- -- �- _.� ---' .�__�. `_.r- .'_'__' J __._ -..-- --_'" -_ ._- -`�--- _^_ . -_.__. -.� L --- - :� .� _. �_ '- -'-� �- - _._ -___. ----_ _,.� �.. -_ _.-� - ..,�._ \ �� r_ _. ti_ `__ -• `-_ ._.__ I �' `-' -_ ,- _,-_-(` -__- �� �I�ii '._� - -'.fir ---.. J'�__� __ft'_- -- � {�,___- . -_ - ' --� -_-__ _ -� `-_ -�.-_ _�_ -'- _._ __ _~- `.1`�1- _.� _.-�` --- _ -�" _ ' �`• ` _ ------ _�_ \` ` `- , __ { - --_--_ ` __ _-- _ _ __ _ _ _ 1. HYDROLOGIC UNIT CODE. 051 1 _Y_. __ _ _ 2020 090060. C }-- ' �- i / ,- _ `lam! ': Tom__ _ l �- -- �_ - __ - -- - - -- - '- _- �_ __ _ "----_-_- `_ ` _ -- _ - ^_`� _~`_ - - _,_ __- \ \ \ - -- _ _ ,� _- � --� -- ---- %_ I// STORM WATER ;= ---- _ - ___ -� ` -� -� -- - -� __- - - - - -� - -_ __ - __ -� -- _ - - _ _ __ _ -_ '__ �_ - - - -- -- __ - _ -- -- __ -_ _ - - '�`��- 1 - __ 1 _1 --- _- 2. STORMWATER WILL DISCHARGE INTO THE EXISTING R.O.W. ALONG 1 -465 i f I I 4 OU TF'LO WY ' ,- - -- -__-_ ----- - - - _____ --- -- -__ _ ` _ __ - -- - _ - _ _ _ _ I j I{ r / / -- - _ ~ - -_- _ ----- - - -- -- - --� -_ -- _ - �_ � � I - ` _____._-__--__ _ _ ___ _ --_ _ �___ _ _. _ -_ ___ _ _ _+ _ _ _ - 1 ; , , I / / _._-f _ - _t-N, -_ _ _ _ _ _ ---- ___ --_ _ _ __ _ _` �,- ` 3. POST - CONSTRUCTION PEAK DISCHARGE: 9.40 CFS (TOTAL SITE) 1 I I I , l i , , r--_- -- - - -- __ _ ---- - __ -- --- �_ _ __ _� -- , . , l � { 1 _ I h i II I ; i / -_ -. -_ �-. .__ --__ ` _ 4 I , , a i I , ! � / c - a _ -_ - _ _ _ __ � __ . ALL STORMWATER WILL LEAVE THE SITE AT THE OUTLET OF THE UNDERGROUND DETENTION SYSTEM J ? l ! j , f I I ; - ; 1 - , -- - - __ -\ � WHICH IS LOCATED IN THE NORTHWEST CORNER F TH /^ O E SITE AND OUTLETS TO THE EXISTING 1 I ; ; + i ' ; I III I i /�(��) /' \ i f ( ,. ` (�r7 "°`'`� -- -- : \ ,_ RIGHT -OF -WAY DITCH ALONG 1 -465. + 1 { . ; ttt I I I G / I, � � _- '- - 5. THERE ARE NO POTENTIAL AT f co _. -�� E L LOC IONS FOR STORMWATER TO BE DIRECTLY DISCHARGED INTO TH �I I Iii ?III ( ► ,�b �, I _ -- }, � E + I 11! 1 j I j I i I \ �/ �; � N l i ; _ y, - GROUNDWATER. I 11111 / I I \ ) I jll;+ I� lI i - - 6. A. SOILS INFORMATION. I I I I 11111, 1 \ 4 ;� !- / ', ''� ��, "'� � �'___ � Br BROOKSTON SILTY CLAY LOAM THIS DARK COLORED, SILTY IN TEXTURE AND ON I , � I ; I I I I I ' _ - - /'_~ �L' _ _ _ _ _ - 00 �� DE ESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. ' I I I' ! ' I �` ! . ? j _ - _- _ _ 1 I \ '< IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS ' t ' i - - - `y -- -' f I 1 ' COMPACT TILL STARTING AT A DEPTH OF 40 -60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT I i { I f i gMP: VORTCHS 7000 ;- 7`- i - � _ -- - , _-- -- I f r , URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION I II i ? J ' ,III ' I 1 , ,� ; ;; ; jG: - - -- _ _ -�-- _ _--- " , , ___..1 1 I i i + 1 I i ( I (EXISTING)� 'i ��_-1__ y , g. �- ,, / MODERATE SHRINK-SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. ` 1 ' I I III ' ' ? ; ; , { I �' , F I - .-- CONSTRUCTI LIMITS \ e-- i �__, � � CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN V� iwil i ! I I � �� �!..� !� -- .o ;� _­ - \``\ TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW + + am v 6 � \ PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER ? I I r- -- i } ' j : 1 I 1 i 1 I` I ' i / ' _ __ ___- ' - -____l �O "' '�"'_■M ■®e .�, �_ I / CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES, THE MAIN xy ? ? j , I / /. - � _ -r�'� - -- �- - - - -- ~- ` fang --- `w ■ v --' 1 i , 1 I , ; - ..-- - - - ___ -- _ - -- _ _- -_ -_ -_ __ - _ ___ e f .� �• r .. •.. SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE 4-1 -- �cI _ _ _ I i 1 I �/ -� - -- - ,�� �, r ��_ - A �_ ___,n____ __ -_ MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. O _ N I I 1 i CO _ � _ -- - - _ / I I I -� - -- - - - - -- - - -- - _ _ _ _- - - 9 Y____ ___ _ ' I ' I I ! - - -- , �___ --�� -r ____ �_y _, ___ ____ _ -�_ __ _ _ -- - -- - _ - - -- - �� ! D NECESSARY TO OVERCOME ANY OF I ' I ' ? I I ( 1 it - - _ -- - j : - _- 4 _-_. 832 \ B. LIME STABILIZATION OF THE SOILS WILL BE PERFORMS AS _ _ LIMITATIONS LISTED ABOVE. I j I 1 I 1 =' - - - - - - -- - - -- --� g _ -~ _ _ ��3-- - __ - -- --�- -- __-- -- _� ---- =� __ i THE POTENTIAL SOIL L I M I TA TI N jjf 1 / 1 i }� �Jt ' % L _ __a= _ - - _ --- ---- -. __ J r `tg -y- ' 1 1 i - -- - - - -- - - - -- -- - v� - -\ I JI , l � I I � , � 1� 1 ­- � - PS P$- _- ______:_____ _ _ - _ _ -- -- _ -- _ -- _ _ � _ -�_ __ ��' ---___ __ - � -� CONSTRUCTION ,uMITS 7 POTENTIAL POLLUTANT SOUR 0 , ? ` ' Ir \ ' . ! 1+� �" ,, i 1. /� _ - _ -_- _J- It �_­_ .� SOURCES DURING CONSTRUCTION C ES INCLUDE CONCRETE WASTE i ACTIVITIES S FOSSIL FUELS OIL GREASE PAINT AWN CHEMICALS, AN _ r � � I � 1 , . I 1 1 1 I I J{ J :�� i -_ _ ___ __._. __ ��3 �` -_ =� -...� _ ..__ - ( WATER, TRASH, F L D SOIL /SEDIMENT. �` EXPOSURE OF THESE POLLUTANTS TO STOR�MWATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING - ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT I �-- - - -- _ - - _ % IN DESIGNATED AREAS A , ; I I I I ' �� `y ; ,� -� �, PS r. l _- - -_.___ ____ = E D E S S SHOWN ON THIS SHEET, <1 I I x I --- I , + ( - - - � / �• $� 7 , I I i I ! ; i •.__. ~- �, y w �, � y 1 / � __� -�_ ���� � _ , ��.� Q 8. ALL TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES ARE SHOWN ON THIS PLAN AND 11 1 ! { j 'Q 4 � � it � � 1. � - -- -_� � �, � �� IN THE CONSTRUCTION DETAIL SHEETS. TEMPORARY MEASURES INCLUDE INLET PROTECTION EROSION I j _ y _ i - , (� ) �° -\ �� `� \ \ ,;,,_ _ CONTROL BLANKET, SEEDING, AND SILT FENCE. PERMANENT ITEMS INCLUDE SEEDING, LANDSCAPING Li- , 1 1 i l r \\ I�i Ioo� I I > i,1 � , hg I l _ J �;\\�, \,\\ - f AND THE BMP S, WHICH ARE COVERED IN DETAIL IN THE BMP OPERATION AND MAINTENANCE I In/ IN+ ; � � � _ - 1 -i g 2 �; � � i MANUAL. ;0.� I I A j I:;;, I j \ fg33 CONSTRICTION EN CE ,_.� /I I Ini °�? i + ; '� I I STOCKPILE -�-� f EXISTING GRAVEL DRI / 9. THE CONSTRUCTION SEQUENCE I PROVIDED I I I I N I, _ I� I ( Q S 0 DED ON THIS SHEET. I I I N oo i I \ \• ;,' TS </ 10. THE TEMPORARY STOCKPILE LOCATION IS ON THE PLAN ON THIS SHEET, 11 1001 � w I I PS , 11 J ? _ ,� 11 • THE SEEDING SCHEDULE 15 PROVIDED ON SHEET C602. ? I I I t \ _� ..f: I/ � A - �� I' j (! - -�� Pte- - -- �� /f I I I , ; �-. 12. SEE PLAN ON THIS SHEET. I I I I � / 4� i !! If/ - \ I ___111 ## 1-1 �/ it I I I 1 ! 1 � I ;' CONCRETE �► �,' 13. MATERIAL HANDLING AND SPILL PREVENTION PLAN: ' I ' I !" ``�f i WASH -OUT ## _ .' IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE I iI ? ? i j 1 }' -- - - '� ',, '�, CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION P A i I i AREA(SEE DETAIL) CONTRACTOR SHALL REVIEW THIS PLAN WITH AL SUBCONTRACTORS PLAN. THE lli; I �j '1v `�1 I ; I r I i I I I RIPRAP L SUBCO C ORS AND REQUIRE THAT THEY :r I I ; __ ''� I �\ I CONTRACTOR SHALL POST NOTICE IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE I I v` Raoul _ g � \� I OF INTENT ON CON TR TI V AUTHORITIES BELOW: E 0 RIATE , i Q 1 s uc o ' I >' ? ( ! I '\ I -- -TRAILER IN THIS LOCATION► EMERGENCY RESPONSE 911 I I ! I I I i �` -- _ I I -\ - - I Z �,r \ PORT -A- T _'` CARMEL FIRE DEPARTMENT (317)571 -2600 I ; j - r C` (� L E , __ ARM P (317)571-2500 I ( + i �j I (1._: , �� - - , C EL OLICE DEPARTMENT I I I I - !' CONSTRUCTION `' - - INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888)233-7745 +(I I ,•Y, -�>>• �, ,,, I ;, \ � � I "I - -- i DUMPSTER ` 1. CONSTRUCTION EQUIPMENT � � \ � FUEL OIL TANK i I I \ ,- _-_ e _ _ __ I- ; i� TDOUBLE W9LL) � < - ! /" CONSTRUCTION LIMITS ,� A. FUELING, LUBRICATION AND FLUIDS. AL OPERATIONS INV ' I` I V / �� ` ' i - -_ ---- - -- - - -. -- - - ', - � _' ,� � I �, ► 11 L INVOLVING THE ADDITION OF FLUIDS TO _ - - - -- _ - -� __ _ . / ��-) f ♦ ,I EQUIPMENT SHOULD BE DONE IN ONE LOCATION, 50 THAT SPILLS ARE LIMITED TO THAT SPECIFIC I I I \ - __ _ ---- / ; rI \ LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS 1'r -' _ - ,`� ' `�� � / ♦ PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. ? I { l . . 11 o e v o� v o �. v o o o v ■�• •� ■� ® THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO 1. . / SUBSURFACE SU CE SO LS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH HA DISPOSED J ` - - ' I -�\ -i d . SHALL BE D S OSED OF IN AN I ( e I -. ' ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE t 1 I PS X33 1 �- 1' -► _ {e E i 1 - -- - -- a \ •e - �-" MATERIAL SUCH A I R 4 \ .,� P AR K I,N G PLAZA A I \ d _ E-; �_- - - -. -- �r 1, MAT RIA S OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER l 1 '` F F I -- - - -- : 1 \ _ -� - - - - MANNER. THE PI ' \ ►�, $32,70 _T d C- , \\ ;, .I • J ,'; 1 L III c E S LL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR 's \ 1 1v a .b I ,� ' I� r T - __ - .- �-- I ! I 1!i I v SUPERINTENDENT. I I It i \ - - - - 1 4 -- - +° B. EQUIPMENT REPAIR ESPECIALLY WHEN FLUIDS M i . f _. /. I y- ' I ; } L- 1 °-j `I • -,i{ • -- ` - -- ` J' . I _- / , LU DS UST BE REMOVED FROM THE EQUIPMENT OR THE I I -_ I r \ o .�� ,� 1 f ' °. i ('. POSSIBILITY OF FLUID SPILLS IS HIGH SHOULD ALWAYS BE DONE OFFSITE T A I i_. ;,,� ,� ; �3 F _ E FACILITY THAT IS 1.6 I I N L` 0o _ 8 - ,-.-- - __ N - __ 0 --- -82 4 � k RIPR REQUIR _. ---;- . �:�_____ 11112 i , I I I . MUHL S011ABLE MAN A I - iiiiii Lr"jl 11 0 ��, . . : A , , : ,., REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. _ r ri • • • - • - EQUIPMENT � no O in •I i�r ii REPAIR • SPILLED • • • • • DISPOSED • •- Ing ;�.;.; 0;,0;0;0 - ME I EMI M1 ' ►01104.0f ►• :0.01►♦ ► !O�•00i'000�' '• 1101♦'• 4i i• g ►i i • • ►• ♦..• .,l- i�Bl®I i. ♦•. ♦• ♦ «. •• ♦ .0 1 awl ►;.,.� ♦ ♦. ❖000,0, • ,..•.••f ►. �. ►.' 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I ; '� � t __ • , , - r j �� \, _ - - - -- • I I C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS \ I I _ _ _ ,'�. - _�,___ -- - --,-- - - f- I t EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED F IN AN A - 0 ACCEPTABLE ` \ �� A MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND -, -I - -. - h +mil �� ! I ,�_ _ BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER \ I v`V ; i q , _ . MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION • - - - - -I I SITE. e. i I �� ";,: i t ° I It _ . `I 7 I I 11 •7 ; I 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING + I I` O . _�� _ - __ _ - _ ---- - - ;,__�� Y A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND 1' - -- - - - +` -� - fi}�' - DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION 11 --- -- I - _ i -_- ,�, } ' � ^l�\ !, y f CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. ! I I I ,1 1 �•r' F z t EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION I I _�____ _ _ t " TR A F FI A - - -�- a-rT C CROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR - r I }-'' a OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF _� _ _ --I _I _ -�-- _- - - _ _ ° • d -,- ! - -� -- I �I,, d. CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION 1 �; _, I9 -, 9q I I \ \\ `\\ CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED ''I �' B I`1) I I ki G, 1 �, ° ` IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE , I ..i__ • :� �; �- - --�� � I! OPERATIONS SHALL BE PROPERLY REVEGETATED, I . -t - 3 . � ,_ I' - _ -- -1 _ - --�- -- _ - - - '� �- a . (/ \,,: ? I B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS _j_ i• , I 1 1` 1 (''I __ _ _ I �-� I III SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL t - j -��� - I ii �' BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING . 1 I .•`r. ;+ 1 ; �- THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN r=1 .� -- --- -- - - --�-- - - SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL ��i • h I ; i1 PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND d •e . i1, 1 ' 1- WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. r PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY 1 I r' •�� _'r ' • . 'f! II ` I , SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND { 1 1 ` Z I d • . _, a • ; r '� -ice-- - - --.� _ - - -- - -- - INCORPORATED 1 l I , I g - \ -_. : -_ :� r j T - INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED ) ; I ;. _T= r- e I $ ' .• j '• e. •: d • ° I' LL BE INSPECTED REGULARLY AN ANY PACKAGING SHALL 7 } I 1 I 1 . i• - . �. �;:, M5 1 I I MATERIALS STORED ONSITE SHALL L D LOOSE PACKA IN + 1 PS t \ I I 4 ED OR DISPOSED F PROPERLY. ( I pg , PS ; c4 _ _' _ __ . 1 _ .;, BE REPAIR OSED 0 0 ERLY. / t + I � 1 � 4 P� �� '\ \ ! ` 1. �` _- \\ \- ..i `•� •° , I '`/ j ' '� I �� i I ' \ A I, I d ` \�,I } d {, �` II, i C. ALL DEWATERING ACTIVITIES SHALL N IN ) \ Co - \� ► ', - _ - - _ I LL BE DONE ACCORDANCE TO GOOD EROSION CONTROL 4 f ,r�''\ 1 ��� I \ - - b _. 1_ ,� _ 4 y I• 1`_.___ PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT I r 1 1 I 1 I I (, : , I . �,: ;;� I I BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF 4 I I , , , �' I I ' � SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS F I , t 1 0 14 P3 �I a _ _ -- /; , •I I , �! , I ,� I ( I E LS ROM ENTERING THE STORM E S 0 SEWER t �� �� 0o i i ( + I \ I �--- _ _ ; PS f #'� • ' -',a ► !' SYSTEM. I I I "e� / e ! •-�- - - - - - _ - - ? 1 1 PS _ _ _ - ___ i PS - d I �- - -_ _ -_ _____ _____- ________ y t D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION ` r \� ( } > - - ' ;i I ` i EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE \ 11 i 44 1 f I I 833 ° ya•� - I (: �` T-' I► I. 1 1 cp I d a - e �_�. I i �- .'1-. ° ` .I. y %'' CONSTRUCTI N TA IN i _ a I I .���.�- I _ T�i I _.I��_�_ 0 S G G AREA AS SHOWN WITHIN THESE PLANS. ' t ► • " \ • -_y_- I: Lam. -..-L- � I1 j , , �' I pg pg 1 1911 I \ - /.. 1 j, � 1 PS r - � �, I " E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPI 1, � __ 0 �\ D VEGETATION. WHEN I ? ( r ' I , �_._ -___- � �'� N CONSTRUCTION LIMITS�, �' 2 �� � � ,�,� , I 'j ' I j ;' -_ -_ -_ 2 \. - THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION T THE PR d I I -,� � _ 0 E ODUCTS I I 1 I I ,% I PS .� ,-, , �� �- __ t" _" bl R E C OM M N - ___ E DED USAGE. i 1, 1 , l , I L c� _ - - - -_ ___._ �_- �_ - - -- -- - -- = - _ - - -- III I f I .� A I `- _ \ _ ,\ _ �' nmp� 11 I I I v I s3 2 - �� II I44 J I I \ I + � 1 _ I . 4 . 1 �o � , d, I \\ }� _ `~ �_1 ' i i j I , ( I 1 I ', I 53� - 1-11 �' \t `_ 3 ` i 1 i 11 I, \`� I \ t a �, ` \ . ;�- , 1 1 �, 11 PAS ` �\ I I I _ 6 , -- -- __ `1 \'\ \ `. i ' ` 1 ' i ► I PS 831 ' �� ' l \ \ t �, � S tits \ , \ \ \ t �\, _ I ,\ ` \ ` , t I P ;� '!\, � , i i` 11 N, I ,\ '\ i 1 `` , ,� \ \ I I� I 11 .�, \ � '.. \ \\ \ j \ \ , ' l� -� f / i �_� _____ / 1. "I ", I", I \ \\\ , " , -**, __ - _1___1 b 1 15 PS_ - --,� , \\, \ \_ , -�, - �, __ ,� / / �_. I - \ \. , '�, , \ - - \\\� 1-1 _�' - _�, � , , , � � ___/ I , , \ �\\\ , --- - __ __1 --- --- - _____ - , 1 } i `\ `` -- _ - _ _ / 8,3 1 � i ':l ! ,� -�. _ - -� _ ______� �: __ ____--__ -- _ _ - - ____ - -° = ic? =i�_.� r� �.-� _ __ i _� - -- -- - - -- \-_. �-• \ I `\\ - - Immill ( 1� I 1J 1 j !;I I rl , r, ,; I /, 1 11 I J�, I // ,, '; "11 � -_- I � ,, !f - I - i __ -. -�� -- - __ _ - _ __ - -- __ -: - - 01 t __._ -- _. -- - - - .� � - i -- __ _ _ _ -- - __ ---. J -- - I - - - -- ___- -___ __ -___ .__ _ --- - -_ _- _ - -_ - -_ _ - - - -- �` C4NS�R4ICTIat�_LtM1T5 ° 'O No �� _ _. *d I 1 - - -_- - -- __-��- _ _ -� = - __ _ _ -- - - _ -_ __ - - __ -____ --- : cn ru CD -- rN r~ (_0 | CD CN r` '- � c� -- �� -- o- cw r^ Qo ~n cz 0 -- r* cw r^ C\4 cn 0 �C) - -- C\4 � r` uo -- | E ry m r^ un uo 4 � o r� ° o cz u p� cn I5 ' ,- c c� m r` oo oo �� / oo _- _0 uo b o- "- c)7) c � x �� r* cw '� cz Cw | r` �5 - � c� ~� -~ �^ �o o � �U) 0 -, rw � .. .. �_ m 0 � `t �o c» '' o o ry o E 11�0 o cz u- N | ,` ~ _- cn uz C E 0 >.1 �� �� co u .m �o 0� o >-, o '' |HV. S`2 5.31 LL RAISE TO Ljj 6" DIA. ORIFICE, IrT RAISE TO 202 24"X24" RISER ttltlltllt Ll 4 RCP 0 7.5 IF ROO FDRAIN LL ION PARKING LAZA A 3i 5 2? .1- 8 2 6.2 4 11 1] J. RAISE TO T.C. 832.57 ~~ STRUCTURE DATA TABLE STIR. NO. UPSTREAM DOWNSTREAM TOP OF CASTING PIPE LENGTH PI PE MATERIAL PIPE SIZE STIR. TYPE REFER TO DETA I L CASTING TYPE _STR. NO.1 INVERT STIR. NO.1 INVERT 2 LLJ STORM' STRUCTURE NUMBER 13 828.25 831.83 71 LF RCP 12" 11,1LET A 13/C601 R-3405 STORM SEWER 0 FIRE HYDRANT ASSEMBLY cl) O" UNDERDRA|N -------------- 0 � WATER VALVE 0> WV Ilk Am ML Q) W C) POST INDICATOR VALVE � PIv WALL MOUNTED | FC,� FIRE DEPARTMENT CONNECTION 01)) WATER ------vV,wnR------ ----- uc ---- UNDERGROUND ELECTRIC ------uss------ u� TELEPHONE MANHOLE ------ur ---- UNDERGROUND TELEPHONE ------UT------ ------s ---- GAS In TRANSFORMER 19 r-el' 7 15 826.25 14 826.15 830.40 151 LF RCP 18" INLET A 13/C601 R-3405 CONCRETE COLLAR po| PWD012-000 FUTURE' GENERATOR PAD y�| -----ro ---- FIBER OPTICS ELECTRIC, TELEPHONE 8c CABLE ----- c ---- OVERHEAD ELECTRIC Er ____ ELECTRIC 8c TELEPHONE -----'UET------- BENCHMARK � TELEPHONE POLE 13 2 827.61 14 826.50 831.76 53 LF RCP 12 of MH B 4/C601 R-3286-8V 15 21 827.07 7 826.97 829.60 114 LF RCP 12" MH B 4/C601 R-3472 54 UGD 82.7.50 831.00 50 LF RCP 12" IHLET A 1310601 R-3405 62 --i 822.17 831.25 1 - - - EASTRAG R-4370-D Or-cu//u/, rL*/voruM Z)/UMIv �/Mm~/UM= Lu�*/uuva m=u=unut=Nu NUumu Utz /tm/xUH oAonwGS TOBE^NEENAH^onAS APPROVED BYEmG|mEER ALL STORM STRUCTURE CASTINGS SHALL BE LABELED "DUMP N[) WASTE ^ DRAINS TCJVVATERVVAY"' 24"X24" RISER rC ~� V. | \ c� _=~~~ \\ 1� I, 1\ -_ " 1\ 1� 11 L \��, I - -_ -_ -_ -_ -- - - - - - - __] - tlglllllllllllt Ono (10 ED ", /. E 8 Z_ WEST 96TH STR T JV / l� -cv /-`.Tr �? -7 -7q LEGEND EXISTING UNDERGROUND DETENTION B4" RCP (q;N FIELD CORE CONNECTION - R T �o� qH) �^ O 50 100 150 PROVIDE 4-4^ CONDUIT 8" UNDERDRA|N GRAPHIC SCALE IN FEET rv/cnmr C3 CURB INLET I u 8/2z.lZ` Indianapolis, Indiana STORM INLET J� 0 STORM MANHOLE 0 0 SANITARY MANHOLE 0 CLEANDUT Q LLJ STORM' STRUCTURE NUMBER yvo| SANITARY STRUCTURE NUMBER /~`\ SANITARY SEWER STORM SEWER 0 FIRE HYDRANT ASSEMBLY cl) O" UNDERDRA|N -------------- 0 � WATER VALVE 0> WV Ilk Am ML Q) W C) POST INDICATOR VALVE � PIv WALL MOUNTED rC ~� V. | \ c� _=~~~ \\ 1� I, 1\ -_ " 1\ 1� 11 L \��, I - -_ -_ -_ -_ -- - - - - - - __] - tlglllllllllllt Ono (10 ED ", /. E 8 Z_ WEST 96TH STR T JV / l� -cv /-`.Tr �? -7 -7q LEGEND EXISTING UNDERGROUND DETENTION B4" RCP (q;N FIELD CORE CONNECTION - R T �o� qH) �^ O 50 100 150 PROVIDE 4-4^ CONDUIT 8" UNDERDRA|N GRAPHIC SCALE IN FEET rv/cnmr C3 CURB INLET I u 8/2z.lZ` Indianapolis, Indiana STORM INLET m 0 STORM MANHOLE 0 0 SANITARY MANHOLE 0 CLEANDUT rC ~� V. | \ c� _=~~~ \\ 1� I, 1\ -_ " 1\ 1� 11 L \��, I - -_ -_ -_ -_ -- - - - - - - __] - tlglllllllllllt Ono (10 ED ", /. E 8 Z_ WEST 96TH STR T JV / l� -cv /-`.Tr �? -7 -7q LEGEND EXISTING UNDERGROUND DETENTION B4" RCP (q;N FIELD CORE CONNECTION - R T �o� qH) �^ O 50 100 150 PROVIDE 4-4^ CONDUIT 8" UNDERDRA|N GRAPHIC SCALE IN FEET rv/cnmr C3 CURB INLET = Indianapolis, Indiana STORM INLET m 0 STORM MANHOLE 0 0 SANITARY MANHOLE 0 CLEANDUT Q LLJ STORM' STRUCTURE NUMBER yvo| SANITARY STRUCTURE NUMBER /~`\ SANITARY SEWER STORM SEWER 0 FIRE HYDRANT ASSEMBLY cl) O" UNDERDRA|N -------------- 0 � WATER VALVE 0> WV Ilk Am ML Q) W C) POST INDICATOR VALVE � PIv WALL MOUNTED | FC,� FIRE DEPARTMENT CONNECTION 01)) WATER ------vV,wnR------ ----- uc ---- UNDERGROUND ELECTRIC ------uss------ u� TELEPHONE MANHOLE ------ur ---- UNDERGROUND TELEPHONE ------UT------ ------s ---- GAS In TRANSFORMER 19 r-el' LIGHT POLE Certified By: �,o,tA R. TELEPHONE PEDESTAL Not 10707500' THRUST BLOCK A REDUCER =x 7 Of 12 Sheets CONCRETE COLLAR po| PWD012-000 FUTURE' GENERATOR PAD y�| -----ro ---- FIBER OPTICS ELECTRIC, TELEPHONE 8c CABLE ----- c ---- OVERHEAD ELECTRIC Er ____ ELECTRIC 8c TELEPHONE -----'UET------- BENCHMARK � TELEPHONE POLE GENERAL NOTES 1. ROOF DR/uwS, FOUNDATION DR/wmS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 3. AODmOm3, DELET|Om3, AND/OR REw30m5 TO THE SANITARY SEWER FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18^ BETWEEN THE OUTSIDE OF THE WATER mA|m PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED FROM WATER mA|m MATERIAL FOR THAT PARTICULAR SPAN, 5. Ex|SnwC UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING T0 THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY-EIGHT (4u8) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 6. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE STORM SEWER SYSTEM. 8. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. 9. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 10. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 11. GRANULAR BACKF|LL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE T0 PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNT`( CITY OR LOCAL AGENCY. THE AM0UmT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: P17 808-6000 Fax: 317 808-6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana FAX: 317.291.5805 LLJ LLJ LLJ CD 0 OD cl) 0 C/) Ilk Am ML Q) W C) 01)) >= 0 F� (j) c) C== In Certified By: �,o,tA R. Not 10707500' STATE OF Drawing Number: C 40'�& 0 7 Of 12 Sheets Duke Realty Job Number. PWD012-500 PWD012-000 E Job Number: 67210 67211 0) 3: I N CD 1 O N LD c� x Ile CD d- N I I 0 N QO Q I N CD 1 0 N co m In I .. � w N O Q0 O 1 N 0 � w N r-- � r- CD N • w E N Q. o �J 4-j _0 I n T O C U I � O +; N U m T >1 m x -0 w Q) 4-) 0 in Q V) n C � 0 E a ' N N � I I o O 0 o � N � o Q) U Q .. -0 • U n V) C) a) V c a� .. LO f- � � -0 apt- 0 0 •• 0 E� � �O 0 poi rq ("'A x'11� T-- d- r- CN� 0-) co I °° � O U a1 N c a) Q) r-- Q0 E - / .. W Z m U Q) •o I > �- _0 � +J / ) / --I v/ o Tom/ u c'i � N N��� 0 a U 0 00 d' d d- 6 1 cr- cn N 0 0NcNNNN ^ 0 � 830 1 I l l 1 1 820 1 I 10 +00 PLAN SCALE:1 "= 50' U I0 )� H t\ � o_ 0 0 130 U-) .I� N ro 00 00 z U I— — 11+00 12 +00 13 +00 14 +00 PROFILE SCALE: HORZ. 1 "= 50' VERT. 1 " =5' T.G. 831.8 T.C. 831.83 INV. 828.2 / 3 INV. 828.25 i 81 LF' OF 12" RCP 0 1.67% T.C. 830.48 INV. E 825.20 4 INV. NW 826.90 INV. S 825.75 �♦ 76 LF OF 15" RCP 0 0.50% PLAN SCALE: 1 "= 50' 0 Ina?o � 0p`noNO`n �toN mot- d; N� 00 co Q0 � ��N r V)ZLLJ �n00 z 00 , 0p >> > j V ~ U Z Wzz FINISH GRADE - EXISTING GRADE - 830 i � � 67% RCP 820 815 to d- 0i 0 N 000 00 00 10 +00 PROFILE SCALE: HORZ. 1��'= 50' VERT. 1"=5' Ell '7 I I x \� 1 INN an' Milli PLAN SCALE: 1 "= 50' O O c�i N � N o U C06 C4 840 U, 00 � � 86 0v-N � z z °° co X > > It > w z Z V) EXISTING GRADE FINISH GRADE -� 830 � 1 � 820 0 z Ln d 830 820 815 O O n 00 10 +00 3 LF OF 12 RCP @ 7,50% t` 0 00 00 10 +00 PROFILE SCALE: H ORZ. 1 "=50' VERT. 1 " =5' PLAN! SCALE:1 "=50' 0 Orn d- , co O N r) 00 00 , U> 11 +00 12 +00 PROFILE SCALE: HORZ. 1=50' VERT, 1 " =5' I I RCP 0 7.5 16F, i iINV. 825.00 T. 831.2 _. --V. I _ RATS T.C. I[ Tv". RAIS PLAN SCALE: 1 " =50' O O N NO CO 840 e4 00 co x zZ w -- FINISH GRADE 830 I; i �G i i 820 000 N o0 00 > V Z EXISTING GRADE LF OF 12" P @ 7.50% 00 00 10 +00 PROFILE SCALE: HORZ. 1"=50' VERT. 1"=5 v T.C. 831.76 - ;D IN V. S 8226 50 ! T.C. 831.83 2 71 LF OF-" C�1 3 INV. 828.25 RCP 0 0.90% 25 � ( c / o w RCP L0 0.45X INV. 82,4! 6 30 LF OF 24" I RCP @ 0.30: c / 121 LF OF 24 RCP 0 0.30% ` T. C. 831.80 14 0 INV. E 824.74 INV. N 826.16 1 INV. W 824.84 INV. S 825.02 10 I_ Oil 41 _ Z__� 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 PLAN SCALE: 1 "= 50' 0 Ina?o � 0p`noNO`n �toN mot- d; N� 00 co Q0 � ��N r V)ZLLJ �n00 z 00 , 0p >> > j V ~ U Z Wzz FINISH GRADE - EXISTING GRADE - 830 i � � 67% RCP 820 815 to d- 0i 0 N 000 00 00 10 +00 PROFILE SCALE: HORZ. 1��'= 50' VERT. 1"=5' Ell '7 I I x \� 1 INN an' Milli PLAN SCALE: 1 "= 50' O O c�i N � N o U C06 C4 840 U, 00 � � 86 0v-N � z z °° co X > > It > w z Z V) EXISTING GRADE FINISH GRADE -� 830 � 1 � 820 0 z Ln d 830 820 815 O O n 00 10 +00 3 LF OF 12 RCP @ 7,50% t` 0 00 00 10 +00 PROFILE SCALE: H ORZ. 1 "=50' VERT. 1 " =5' PLAN! SCALE:1 "=50' 0 Orn d- , co O N r) 00 00 , U> 11 +00 12 +00 PROFILE SCALE: HORZ. 1=50' VERT, 1 " =5' I I RCP 0 7.5 16F, i iINV. 825.00 T. 831.2 _. --V. I _ RATS T.C. I[ Tv". RAIS PLAN SCALE: 1 " =50' O O N NO CO 840 e4 00 co x zZ w -- FINISH GRADE 830 I; i �G i i 820 000 N o0 00 > V Z EXISTING GRADE LF OF 12" P @ 7.50% 00 00 10 +00 PROFILE SCALE: HORZ. 1"=50' VERT. 1"=5 v T.C. 831.76 - ;D IN V. S 8226 50 ! T.C. 831.83 2 71 LF OF-" C�1 3 INV. 828.25 RCP 0 0.90% 25 � ( c / o w RCP L0 0.45X INV. 82,4! 6 30 LF OF 24" I RCP @ 0.30: c / 121 LF OF 24 RCP 0 0.30% ` T. C. 831.80 14 0 INV. E 824.74 INV. N 826.16 1 INV. W 824.84 INV. S 825.02 10 I_ Oil 41 _ Z__� 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 FINISH GRADE - EXISTING GRADE - 830 i � � 67% RCP 820 815 to d- 0i 0 N 000 00 00 10 +00 PROFILE SCALE: HORZ. 1��'= 50' VERT. 1"=5' Ell '7 I I x \� 1 INN an' Milli PLAN SCALE: 1 "= 50' O O c�i N � N o U C06 C4 840 U, 00 � � 86 0v-N � z z °° co X > > It > w z Z V) EXISTING GRADE FINISH GRADE -� 830 � 1 � 820 0 z Ln d 830 820 815 O O n 00 10 +00 3 LF OF 12 RCP @ 7,50% t` 0 00 00 10 +00 PROFILE SCALE: H ORZ. 1 "=50' VERT. 1 " =5' PLAN! SCALE:1 "=50' 0 Orn d- , co O N r) 00 00 , U> 11 +00 12 +00 PROFILE SCALE: HORZ. 1=50' VERT, 1 " =5' I I RCP 0 7.5 16F, i iINV. 825.00 T. 831.2 _. --V. I _ RATS T.C. I[ Tv". RAIS PLAN SCALE: 1 " =50' O O N NO CO 840 e4 00 co x zZ w -- FINISH GRADE 830 I; i �G i i 820 000 N o0 00 > V Z EXISTING GRADE LF OF 12" P @ 7.50% 00 00 10 +00 PROFILE SCALE: HORZ. 1"=50' VERT. 1"=5 v T.C. 831.76 - ;D IN V. S 8226 50 ! T.C. 831.83 2 71 LF OF-" C�1 3 INV. 828.25 RCP 0 0.90% 25 � ( c / o w RCP L0 0.45X INV. 82,4! 6 30 LF OF 24" I RCP @ 0.30: c / 121 LF OF 24 RCP 0 0.30% ` T. C. 831.80 14 0 INV. E 824.74 INV. N 826.16 1 INV. W 824.84 INV. S 825.02 10 I_ Oil 41 _ Z__� 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 PLAN SCALE: 1 "= 50' O O c�i N � N o U C06 C4 840 U, 00 � � 86 0v-N � z z °° co X > > It > w z Z V) EXISTING GRADE FINISH GRADE -� 830 � 1 � 820 0 z Ln d 830 820 815 O O n 00 10 +00 3 LF OF 12 RCP @ 7,50% t` 0 00 00 10 +00 PROFILE SCALE: H ORZ. 1 "=50' VERT. 1 " =5' PLAN! SCALE:1 "=50' 0 Orn d- , co O N r) 00 00 , U> 11 +00 12 +00 PROFILE SCALE: HORZ. 1=50' VERT, 1 " =5' I I RCP 0 7.5 16F, i iINV. 825.00 T. 831.2 _. --V. I _ RATS T.C. I[ Tv". RAIS PLAN SCALE: 1 " =50' O O N NO CO 840 e4 00 co x zZ w -- FINISH GRADE 830 I; i �G i i 820 000 N o0 00 > V Z EXISTING GRADE LF OF 12" P @ 7.50% 00 00 10 +00 PROFILE SCALE: HORZ. 1"=50' VERT. 1"=5 v T.C. 831.76 - ;D IN V. S 8226 50 ! T.C. 831.83 2 71 LF OF-" C�1 3 INV. 828.25 RCP 0 0.90% 25 � ( c / o w RCP L0 0.45X INV. 82,4! 6 30 LF OF 24" I RCP @ 0.30: c / 121 LF OF 24 RCP 0 0.30% ` T. C. 831.80 14 0 INV. E 824.74 INV. N 826.16 1 INV. W 824.84 INV. S 825.02 10 I_ Oil 41 _ Z__� 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 830 � 1 � 820 0 z Ln d 830 820 815 O O n 00 10 +00 3 LF OF 12 RCP @ 7,50% t` 0 00 00 10 +00 PROFILE SCALE: H ORZ. 1 "=50' VERT. 1 " =5' PLAN! SCALE:1 "=50' 0 Orn d- , co O N r) 00 00 , U> 11 +00 12 +00 PROFILE SCALE: HORZ. 1=50' VERT, 1 " =5' I I RCP 0 7.5 16F, i iINV. 825.00 T. 831.2 _. --V. I _ RATS T.C. I[ Tv". RAIS PLAN SCALE: 1 " =50' O O N NO CO 840 e4 00 co x zZ w -- FINISH GRADE 830 I; i �G i i 820 000 N o0 00 > V Z EXISTING GRADE LF OF 12" P @ 7.50% 00 00 10 +00 PROFILE SCALE: HORZ. 1"=50' VERT. 1"=5 v T.C. 831.76 - ;D IN V. S 8226 50 ! T.C. 831.83 2 71 LF OF-" C�1 3 INV. 828.25 RCP 0 0.90% 25 � ( c / o w RCP L0 0.45X INV. 82,4! 6 30 LF OF 24" I RCP @ 0.30: c / 121 LF OF 24 RCP 0 0.30% ` T. C. 831.80 14 0 INV. E 824.74 INV. N 826.16 1 INV. W 824.84 INV. S 825.02 10 I_ Oil 41 _ Z__� 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 840 C 2 v FINISH GRADE - EXISTING GRADE - 830 820 O PLAN SCALE: 1 " =50' O 0 00 v- ONNNN (0 C-4 Chi 1 8 -10000 t, V) Z LLJ O � Ld cn o 00 z 00 , jjjj �>> w V V ZZZZ z I-- I------ t/) V) ,► 71 F 77 LF OF 12 01 1 RCF @ 0,90% RCP @ 0.45% � N � 0 v- .-' O t� n n 00 00 00 00 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 10 +00 11 +00 PROFILE , SCALE: HORZ. 1„ =50 VERT. 1 =5P INV. 825.25 � V o) _ �� IX 0 NN ~ U � V 840 u N c� CO UJ �zw w cc Z >G > > 0 w z z n- EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 EXISTING GRADE 830 i. l f l I 1 � . 00 7 000 0 �Z r �r a"wnt • iii � 4 54 T. C. 831. 0 INV. 827.150 50 LF OF 12* RCP 0 4.50X I - I ROOFDRAIN I (BY PLUMBING ON - 1T-- II PLAN SCALE:1 50' FINISH GRADE LF OF 12" @ 4,50% 820 r O 00 00 10 +00 PROFILE SCALE: H OR Z. 1 "= 50' VERT. 1 " =5' e � Ems NOTES vo NORTH GRANULAR BACKFILL REQUIRED 000 REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 .,T 'hJ X Nt I N CD O N CD C) �n I N n r1_1 co CD r.") I .. O 00 O N I\ T- CD •� O 0' o N I N q� Q0 I � O -�-� r- Q cn (9 ... Q) _O _0 n N X O re) O (v'} v / V ^ -►-� -4-� c N (D M M O N O I�_+__j �p _0 a_ Q7 X N r___ I � O I O O O N I r-., 0 c9 L 0 0 U Q / l,. • 0 T (� • 0 Q U Q) oQ O -� N 0 E m O �0 0 (_0 O n r0 (N I X \ o�� I 0 � n U a� `- C N Q) CD E < Z m U a� 0 Q) O �-- > n �cno Z G7 r r O D D I I �I I I ' I, COMMON NAME ARMSTRONG MAPLE I I� i i I i II Ij! ,{ 22 OW-1, HEDGE MAPLE 1, B/B I 1' I I 3 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' 8/6 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS ACE -S 4 ACER SACCHARUM � t 1 B/B MIS -S 85 AME -C 31 AMELANCHIER CANADENSIS SERVICEBERRY 8' B/B CLUMP CRA -P 6 i ++l. iI WASHINGTON HAWTHORN a � B/B ij I BOTANICAL NAME ACER X FREEMANII COMMON NAME ARMSTRONG MAPLE SIZE 2 1/2" i I i i 7 Ij! ,{ 22 OW-1, HEDGE MAPLE 1, B/B VIBURNUM DENTATUM ARROWWOOD VIBURNUM 30" ACE -R 3 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' 8/6 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS ACE -S 4 ACER SACCHARUM GREEN MOUNTAIN SUGAR MAPLE 2 1/2' B/B MIS -S 85 AME -C 31 AMELANCHIER CANADENSIS SERVICEBERRY 8' B/B CLUMP CRA -P 6 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN fA B/B CLUMP PIC -A 41 PICEA ABIES .�1,• 8' B/B MULCH PIC -0 9 PICEA OMORIKA SERBIAN SPRUCE 8' �rI BARK MULCH PIC -P . •e ° // ,0 8' B/B lw PLA -B 3 PLATANUS X ACERIFOLIA ' BLOODGOOD' BLOODGOOD LONDON PLANETREE • I,t ,•�v.•,M _.....- . 16 QUERCUS RUBRUM RED OAK 2 1/2" 8/8 W C) SYR -P 12 1. I 2" B/B ij w Lx ,n) vIs.3 ' _ - -10) PHY-s oy-pMr -s 3) AME-C _ I I BOTANICAL NAME ACER X FREEMANII COMMON NAME ARMSTRONG MAPLE SIZE 2 1/2" i I i i 7 Ij! ,{ 22 ACER CAMPESTRE HEDGE MAPLE 1, B/B VIBURNUM DENTATUM ARROWWOOD VIBURNUM 30" ACE -R 3 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' 8/6 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS ACE -S w Lx ,n) vIs.3 ' _ - -10) PHY-s oy-pMr -s 3) AME-C _ I 7) PHY-S 3) MLS-S 61 AME-C 6) PHY-8 , ' 6) 111011" 3) AME-C / 6) VI B-D 2) PIC-A \ _ 7) MISS ` \� 6) VIB-D \ ' 3) PICA 3) AME-C T lr K I J/ ^ i U I )` r I� 14� CL .�\ raj `_j — III ��.'•� � -� 11W_ _ +ter - -_ .- _- __-•- LEGEND EXISTING l rl PLAN SCHEDULE OD NORTH 0 50 100 150 GRAPHIC SCALE IN FEET SHRUB DECIDUOS TREE EVERGREEN TREE ORNAMENTAL TREE 0 .. / �rl►• SYMBOL TREES ACE -A QUANTITY 24 BOTANICAL NAME ACER X FREEMANII COMMON NAME ARMSTRONG MAPLE SIZE 2 1/2" ROOT B/B NOTES ACE -C 22 ACER CAMPESTRE HEDGE MAPLE 2 1/2' B/B VIBURNUM DENTATUM ARROWWOOD VIBURNUM 30" ACE -R 3 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' 8/6 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS ACE -S 4 ACER SACCHARUM GREEN MOUNTAIN SUGAR MAPLE 2 1/2' B/B MIS -S 85 AME -C 31 AMELANCHIER CANADENSIS SERVICEBERRY 8' B/B CLUMP CRA -P 6 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 8' B/B CLUMP PIC -A 41 PICEA ABIES NORWAY SPRUCE 8' B/B MULCH PIC -0 9 PICEA OMORIKA SERBIAN SPRUCE 8' B/B BARK MULCH PIC -P . •e ° // GREEN SPRUCE 8' B/B PLA -B 3 PLATANUS X ACERIFOLIA ' BLOODGOOD' BLOODGOOD LONDON PLANETREE • �- a _.....- . 16 QUERCUS RUBRUM RED OAK 2 1/2" 8/8 W C) SYR -P 12 1. I 2" B/B e + SHRUBS BUX -K � 0 7 S BUXUS X K 'GREEN VELVET' `� • CONT. .J JUN -C 17 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY PFITZER JUNIPER 24" CONT, PLANT 48" O.C. Drawing Number: 7• PANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL L 9 Of 12 Sheets AND SODDED LAWNS SHALL BE SEED MIX U FROM INDIANA STATE HIGHWAY SPECIFICATION OR 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE 3. AN APPROVED PRE — EMERGENT HER6fCtDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER A/E Job Number: NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER, . _ AS APPROVED BY LANDSCAPE ARCHITECT. 67211 ARCHITECT. BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 7) PHY-S 3) MLS-S 61 AME-C 6) PHY-8 , ' 6) 111011" 3) AME-C / 6) VI B-D 2) PIC-A \ _ 7) MISS ` \� 6) VIB-D \ ' 3) PICA 3) AME-C T lr K I J/ ^ i U I )` r I� 14� CL .�\ raj `_j — III ��.'•� � -� 11W_ _ +ter - -_ .- _- __-•- LEGEND EXISTING l rl PLAN SCHEDULE OD NORTH 0 50 100 150 GRAPHIC SCALE IN FEET SHRUB DECIDUOS TREE EVERGREEN TREE ORNAMENTAL TREE 0 .. / �rl►• SYMBOL TREES ACE -A QUANTITY 24 BOTANICAL NAME ACER X FREEMANII COMMON NAME ARMSTRONG MAPLE SIZE 2 1/2" ROOT B/B NOTES ACE -C 22 ACER CAMPESTRE HEDGE MAPLE 2 1/2' B/B VIBURNUM DENTATUM ARROWWOOD VIBURNUM 30" ACE -R 3 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' 8/6 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS ACE -S 4 ACER SACCHARUM GREEN MOUNTAIN SUGAR MAPLE 2 1/2' B/B MIS -S 85 AME -C 31 AMELANCHIER CANADENSIS SERVICEBERRY 8' B/B CLUMP CRA -P 6 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 8' B/B CLUMP PIC -A 41 PICEA ABIES NORWAY SPRUCE 8' B/B MULCH PIC -0 9 PICEA OMORIKA SERBIAN SPRUCE 8' B/B BARK MULCH PIC -P 34 PICEA PUNGENS GREEN SPRUCE 8' B/B PLA -B 3 PLATANUS X ACERIFOLIA ' BLOODGOOD' BLOODGOOD LONDON PLANETREE 2 1/2" B/B QUE -B 16 QUERCUS RUBRUM RED OAK 2 1/2" 8/8 W C) SYR -P 12 SYRINGA JAPONICA TREE LILAC 2" B/B z SHRUBS BUX -K 26 BUXUS X K 'GREEN VELVET' GREEN VELVET BOXWOOD 24" CONT. PLANT 42" O.C. JUN -C 17 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY PFITZER JUNIPER 24" CONT, PLANT 48" O.C. TOTAL GREENSPACE 5.22 ACRES PERCENT GREENSPACE REQUIRED 15,00% PERCENT GREENSPACE PROVIDED 25.79% EDGE OF BUILDING 3" DEEP WASHED RIVER ROCK WEED BARRIER FABRIC SPADE EDGE SEE PLAN FOR ADJACENT CONDITION COMPACTED SUBGRADE WOOL-PERT 7140 Waldemar Drive Indianapolis, Indiana SYR -M 50 SYRINGA P 'MISS KIM' MISS KIM LILAC 24" B/B PLANT 48" O.C. TAX -M 35 TAXUS X MEDIA 'DENSIFORMIS' DENSE YEW 24" B/B PLANT 48" O.C. MB -D 82 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 30" B/B PLANT 48" O.C. PERENNIALS, ORNAMENTAL GRASSES, AND GROUND COVERS U CAL -A 19 CALAMAGROSTIS A 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT, PLANT 36" O.C. HEM -M 58 HEMEROCALLIS CULTIVARS MIXED DAYLILY 2 -1/4" P.P. PLANT 12" 0_C. MIS -S 85 MISCANTHUS SINENSIS MAIDEN GRASS 2 GAL. CONT. PLANT 36" O.C. PEN -A 49 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 2 GAL. CONT. PLANT 36" O.C. SED -H 20 SEDUM HYBRIDA 'AUTUMN JOY AUTUMN JOY STONECROP 2 GAL. CONT. PLANT 36" O.C. LAWN PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF SEED SO. FT. ALL SEED AREAS TO BE IRRIGATED UNLESS OTHERWISE NOTED SOD SO. YDS• ALL SOD AREAS TO BE IRRIGATED BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS MULCH LANDSCAPE ARCHITECT, ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR. THE GRAPHIC CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT, SHREDDED HARDWOOD CU. YDS. ALL PLANTING AREAS TO BE 0 A 3" DEPTH BARK MULCH ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD OF 90 DAYS FOLLOWING FINAL INSPECTION W (/) C) Q) GENERAL NOTE: c LL� QUANTITY LISTS ARE SUPPLIED AS A CONVENIENCE. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES. 2. ALL MULCH BEDS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD CL INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. OVERALL SITE GREENSPACE LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE TOTAL GREENSPACE 5.22 ACRES PERCENT GREENSPACE REQUIRED 15,00% PERCENT GREENSPACE PROVIDED 25.79% EDGE OF BUILDING 3" DEEP WASHED RIVER ROCK WEED BARRIER FABRIC SPADE EDGE SEE PLAN FOR ADJACENT CONDITION COMPACTED SUBGRADE 18, ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. 00 0 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808-6000 Fax: 317 808 -6797 WOOL-PERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291.5805 STREE z w O U ___ -__ - - -- -- U --_ -- i=--= - - C w GRAVEL STRIP DETAIL 0 w cn NO SCALE LANDSCAPE NOTES C Ih � O •� Cn 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT, m UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN ♦— BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS cn LANDSCAPE ARCHITECT, ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR. THE GRAPHIC CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT, WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT U TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT. F� ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD OF 90 DAYS FOLLOWING FINAL INSPECTION W (/) C) Q) NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE c LL� BY A/E AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE 2. ALL MULCH BEDS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD CL INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS BARK MULCH. ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2 „ SHREDDED HARDWOOD � 0 o -�-- -� cf) a OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS W C) REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR SHALL BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE 6, ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION NOTED. z BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. rL Certified By: AT THE TIME OF PLANTING OR IS NOTED INCLUDED IN CONSTRUCTION. OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. XNN� • •4E �`�•• �cS'` � fl r No$ 12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED �.i STATE OF Drawing Number: 7• PANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL L 9 Of 12 Sheets AND SODDED LAWNS SHALL BE SEED MIX U FROM INDIANA STATE HIGHWAY SPECIFICATION OR 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE 3. AN APPROVED PRE — EMERGENT HER6fCtDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER A/E Job Number: NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER, 67210 AS APPROVED BY LANDSCAPE ARCHITECT. 67211 ARCHITECT. BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 8• ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS 13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT 16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4” MINIMUM APPROVED TOPSOIL PRIOR TO 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 29 OF SEEDING OR SODDING OPERATIONS. BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR, IS ESTABLISHED, 17. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR 9• THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE TOP LAYER OF BACKFILL SHALL BE 100 EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. REQUIRED FOR HIS PORTION OF WORK. 18, ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. 00 0 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808-6000 Fax: 317 808 -6797 WOOL-PERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291.5805 cn z w O U U C w 0 w cn w C Ih � O •� Cn m O O 1. O. m C!) —� ♦— N.*1 ••CO 0 cn _ U F� W (/) C) Q) c LL� An d=L •-7- - CL LijV 0 0-) cf) � 0 o -�-- -� cf) a W C) c/) COD c.c O z I / rL Certified By: R XNN� • •4E �`�•• �cS'` � fl r No$ /C fY 10707�� �.i STATE OF Drawing Number: C500 9 Of 12 Sheets Duke Realty Job Number. PWD012 -500 PWD012 -000 A/E Job Number: 67210 67211 0) 7D 6 x V CN I N C0 I 0 N C0 N ;t x O I N co I O N Q) X CL .0 Lip CO O E �- O O O O T N 0 w C � L Q� Q E O 0 c [n u C 0 O -7 _O T � O O V) O I ; � T CU O c z � Q m LJ U m TJ Q Ql) O O 7D 7D .> � I N N O O i, �. N 0- CO C) I r- C •O 0 � U > +_j V) CU O CD O O 0) O 0 E - O 0 O �a• X r- r- NI \ � O .. I (_0 O U a `- C N CO E co Z m v 0 O CU �- > 0 0 0 � 0 .. __j _ C� d, - n,• `DETECTABLE A WARNING ELEMENTS IK•.l Ps (TYP.) NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. NO. COAT 105090 (TYP.) SYMBOLNSHALLRMEETTIIND ANASBLE ACCESSIBILITY CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. 3 DISABLED PAVEMENT SYMBOL kcsoo NO SCALE 1/2" PREFORMED) JOINT FILLER-/ A -A WHITE SIDEWALK 0' TO 6' -6' 4' -0" 0' TO 6' -6 SIDEWALK 10., BLUE SLOPE 12:1 MAX, SLOPE 12:1 MAX, 1 /8" ALUMINUM PANEL °e SCREEN PRINT SYMBOL • , • , COLORS SELECTED BY LAND ARCH. SECTION B -B DETECTABLE WARNING ELEMENTS DISABLED SYMBOL SIDEWALK SLOPE 12.1 INTEGRAL CURB NOTE: • pAVEMENT ONE SIGN MUST `D RAmp HAVE "VAN ACCESSIBLE" \ 1 � 1 112" PREFORMED �i Z. 2" SQ. ALUMINUM POST JOINT FILLER SETTING BED FINISH AS PER SPECIFICATIONS 8.1 8" SLOPE CONC. 1 " ABOVE & CONCRETE BASE FINISH GRADE FINISH W STEEL TROWEL RAMP CONSTRUCTION DETAIL 11= 11 =III NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A IIIII IIII 00 CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH EARTH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT. =11 .. • II = CONCRETE FOOTING 11 =1 III -I =1T THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. -- DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. Kowl� /000'4 DISABLED PARKING SIGN DISABLED RAMP DETAIL C600 NO SCALE 0600 NO SCALE CONCRETE PAVERS W/ HAND -TIGHT JOINTS WIDTH HAND TOOL 3" RADIUS SWEEP WITH COARSE MASON SAND CLASS "A" CONCRETE OF RAMP B SAND SETTING BED 4' MIN, MAXIMUM SLOPE 12:1 NON -WOVEN SEPARATION FABRIC GEOTEX 351 0 000000o0qQ DETECTABLE BY SYNTHETIC INDUSTRIES, OR EQUAL SIDEWALK 0 00000000000 °0 °o WARNING N a d o RAMP0000 ELEMENTS \ a as A 0 0000 0 a O 0 0000 ° i rJ l I i s HAND TOOL 3" RADIUS ° ° `° ° ° `� PLACE EXPANSION JOINT AT ° '0 BACK OF CURB LINE OR AT 00 00 T c SIDEWALK LINE PAVEMENT RAMP SIDEWALK 00 COMPACTED SUBGRADE COMPACTED #53 STONE HE -III PLAN VIEW R 4 to �' ADJACENT CONCRETE PLAZA NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL SECTION A -A 5 UNIT PAVER DETAIL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF C600 NO SCALE NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND EXPANSION JOINT (TYP.) A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER 1/8"-1 1/4" DEEP SAWED LIGHT -ON -DARK, OR DARK -ON- LIGHT. FLUSH WITH SURFACE THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN e 6x6 - 4/4 WIRE MES d/4 INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE - E� -B • ' 4 ,•. WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ,,_,,`,_;� ADJOINING WALKING SURFACES IN RESILIENCY OR .' : • ' : ' SOUND -ON -CANE CONTACT. , y 7CONCRE7E SLAB y y y K006 CONTROL JOINT no 0600 NO SCALE . . . ..... ... y ISOMETRIC VIEW NOTES: 1-1/4' 1, WHEN THE INTERSECTION IS NOT SIGNALIZED, SIDEWALK RAMPS SHALL BE PLACED ON THE RESIDENTIAL STREET SIDE ONLY. WHEN INTERSECTION IS SIGNALIZED, SIDEWALK RAMPS SHALL BE PLACED ON BOTH RESIDENTIAL STREET AND ARTERIAL STREET SIDE. SAWCUT JOINT I /8„ 2, CURB CUT RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED. 6x6 - 4/4 WIRE MESH 3, RAMP'S SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERSECTIONS WHERE THERE IS EXISTING OR PROPOSED SIDEWALK AND CURB. 7 - . _\ 4, SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING, :. `► •' •': F d, ,• ' TRANSVERSE TO THE SLOPE OF THE RAMP. 4--± •�-- -�� : �-+.: �� A ;.• 7 5. SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED ACROSS THE WALK. .. • 6. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS IN GRADE. .: ' 4 •' •' •.•.e•, r 7, DRAINAGE STRUCTURES SHALL NOT BE PLACED IN LINE WITH RAMPS. EXCEPT WHERE EXISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, LOCATION CONCRETE SLAB OF THE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE. 8, THE NORMAL GUTTER LINE PROFILE SHALL BE MAJNTAINED THROUGH THE AREA OF THE RAMP. 7 CONTROL JOINT 9, EXPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM 1/2" WIDE. THE TOP OF THE JOINT C FILLER FOR ALL RAMP TYPES SHALL BE FLUSH WITH ADJACENT CONCRETE. C600 (ALTERNATE BID) 10. CROSSWALK AND STOP LINE MARKINGS, IF USED, SHALL BE SO LOCATED AS TO STOP TRAFFIC SHORT OF THE RAMP CROSSING. 11. SLOPE OF RAMP MAY BE MODIFIED WHEN FIELD CONDITIONS WARRANT AND WHEN APPROVED NO SCALE BY THE DEPARTMENT OF TRANSPORTATION. VARIES APPLIED ANTI - SPALLING DETECTABLE WARNING ELEMENTS A .. .. COMPOUND `� TOOLED CONTRACTION JOINT " W W W W W W W W W GRASSW y y W W W Y W W W W W 1/4 WIDE, MIN. 1 1/2" DEPTH 1 RADIUS TOOLED W W W W W W W W W W W W W W W W W Y W W W W W Y %D ROUND EDGE ° a' ° d 1 /8" / FT. r PAVEMENT ° °. ° O .&0 O 0 '0 Q O O 4. •. O'04000.0.000 ° z d •.. d •. i , . d . .. a a .. e . d • • B° A °a 0 0 O O.0 -O O.0° :° 't ° w,1, SIDEWALK B4Q V) C) oOO QL Lj _ - � JJ X� • j • ' .• . . e ° °Q a. � a SIDEWALK w a• 0015 000 w • J JO 01. 6X6 10/10 .6 a O O RAMP `J O' ' 4 - n a 4 Q O GRANULAR • d. WELDED O eO' 0 12: 1 (MAX) a BACKFILL WIRE FABRIC 0 O 0 .0 d ) LO COMPACTED SUBGRADE 6.. : ( WALK 6" ABOVE PAVEMENT PAVEMENT GRADE 4" REBAR CONT. AT WALK '0 'PAVEMENT ` GRADE LA TOP & BOTTOM 1.) CONTRACTION JOINTS TO BE -iT14 -III= _ A MINIMUM OF 1 1/2" DEEP _III III ' M PLAN VIEW 2.) SEE CONCRETE WALK SECTION FOR =fl LOCATION OF JOINTS. �� I " II- III=" 3 NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF 3.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. 6" RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SECTION A -A SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. CDIF ° o d o 0 0 d °• d d° Ilk ° d °o ° c a ° a ° Q p. o SECTION B -B tl 2 DISABLED RAMP WITH MULTIPLE \ctOo DISABLED STALLS ALONG A WALK DETAIL NO SCALE 3" TOP SOIL M N COMPACTED - BACKFILL VARIES �- BUILDING TOOLED CONTRACTION JOINT APPLIED ANTI - SPALLING COMPOUND 1/4 WIDE, MIN. 1 1/2" DEPTH 6x6 - 10/10 WELDED WIRE FABRIC BROOM FINISH 1/8 / FT, 1 "RADIUS TOOLED Li a_ o a- ROUND EDGE . .� • 4 . - • •• • • wI J Ln w " • ' PAVEMENT •' 4 FINISH W/ STEEL TROWEL 44 T' ITT_ _� • : .: • ; GRANULAR -'' 6 x 6 - 10/10 �I I� I I I .: i' WELDED BACKFILL I� ` WIRE FABRIC . •• COMPACTED SUBGRADE 6" �'J ' :� '•' N '- • • a. . , 4" REBAR CANT. AT . ' • '' . I II I TOP & BOTTOM �• • :.. O 4 1.) CONTRACTION JOINTS TO BE I -III •• ELI A MINIMUM OF 1 1/2" DEEPIII IIII =11 I , '; .' •'• 2.) SEE CONCRETE WALK SECTION FOR COMPACTED AND LOCATION OF JOINTS. 3" d '' '', • • : I I 3.) FULL DEPTH SEPARATORS ARE NOT�I�II��' I I III 1 ' -0" BELOW GRADE PERMITTED EXCEPT AT EXP, JOINTS. 6" SUBGRADE 8 INTEGRAL WALK AND CURB 1500 kX600 NO SCALE 2• -0" METAL CAP REQUIRED 1' 6" STD. STEEL �- BUILDING 4" CONIC. SIDEWALK PIPE PAINTED FACE 6x6 - 10/10 WELDED WIRE FABRIC BROOM FINISH EXPANSION JOINT JOINTS SHALL BE CUT Li a_ o a- ® BUILDING a wI J Ln w SLOPE CONC. 1" ABOVE & • • •• , • A •• . a. FINISH W/ STEEL TROWEL 44 PAVEMENT _ �� I�II�II -II o WITH JOINT FILLER. 00 GRANULAR = = =1T�` BACKFILL I II I r :: • 14; O 4" GRANULAR ELI BACKFILL IIII =11 I , '; .' •'• 1 1500 COMPACTED AND IIII d '' '', • • : I I LO I I III 1 ' -0" BELOW GRADE > SUBGRADE ON OUTER SIDES 6" 1500 14 2• -0" c60 o DIAMETER s GUARD C600 POST DETAIL NO SCALE CONTROL JOINT 1/4' 1 1/4" DEEP 6x6 - W2.9 x W2.9 WELDED APPLIED ANTI - SPALLING WIRE FABRIC COMPOUND BROOM FINISH • 4 '. ° • ♦' REINF PLACED AT •° 1/3 OF CONIC. THICKNESS A. a _ #53 STONE ' I I- _ `t NOTES: 1.) CONTROL JOINTS 10' -0" O.C. MAX. COMPACTED & WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 2.) EXPANSION JOINTS 60' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 10 C600 6" CONCRETE PAVEMENT SECTION NO SCALE TOOL BOTH SIDES OF APPLIED JOINT SEALER EXPANSION JOINT 1/2" PERFORATED EXPANSION MATERIAL -, Ld ,. • •. .d , EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL �OO NO SCALE 24" 6" 18" 1 "R.' 2 "RADIUS 3" TOP SOIL COMPACTED BACKFILL 24" " " I Fi 1 R USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUTTER TYPE 11 NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. CITY OF CARMEL 600 /012 COMBINED CURB & GUTTER C (TYPE 11) 24" 24" 6" 18" 6" 18" 3" TOP SOIL 3" TOP SOIL ••:� "R• 2" RADIUS 1 "R 2" RADIUS ' SLOPE 1 /4 " /FT, SLOPE 1 /4 " /FT. s X�� ' CLASS "A" ".. , r , CLASS "A" My \ • ; : 4 ., CONCRETE 1 CONCRETE ' TED • comp . ACTED E BACKFILL BACKFILL :* . USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GUTTER T YPE /ll NO SCALE NOTES: INTECRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL CONCRETE CURB POLICY. CITY OF Cwn 13 c600 COMBINED CURB & GUTTER (TYPE 111) 5' EXPANSION JOINT �- BUILDING 4" CONIC. SIDEWALK W 6x6 - 10/10 WELDED / WIRE FABRIC FACE 6x6 - 10/10 WELDED WIRE FABRIC BROOM FINISH EXPANSION JOINT JOINTS SHALL BE CUT 1/4" / FT. ® BUILDING a .f f WITH A JOINTER HAVING A • • •• , • A •• . a. A- 44 FLOOR SLAB _ �� I�II�II -II •' 40. - �� ' :••�'..,a' _ III � I �I�I�I�I�I -I II -II � II -1 III -II '•• � �' I�I�III�I�II�II- II�III =1I II= II�III�I� \\-4" o WITH JOINT FILLER. . Fr I GRANULAR = = =1T�` BACKFILL 44 J O 9 4" GRANULAR COMPACTED AND WELL DRAINED SUBGRADE BACKFILL IIII =11 I , '; .' •'• 1 1500 COMPACTED AND TURN DOWN SLAB CONTROL JOINTS WELL DRAINED I I III 1 ' -0" BELOW GRADE > SUBGRADE ON OUTER SIDES 6" 1500 14 CONCRETE STOOP DETAIL c60 o (ADJACENT TO SIDEWALK) NO SCALE 1/4" /-1 /2 "R EXISTING GROUND NOTES: 1,) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX, TO A DEPTH OF 1 1/2". 2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXPANSION JOINTS, 3.) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM. /'2'1"\N 6" STRAIGHT CURB C60 O NO SCALE 100 Not TOP OF CURB PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE CONTRACTION JOINTS (TYP,) NOTE: WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET, CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. rl 5 CURB JOINT DETAIL csoo NO SCALE r 0 1 NOTE: A B � z _5 _Z JOINTS SHALL BE CUT F- N a o WITH A JOINTER HAVING A Z J 75 A- 44 RADIUS OF 1/4- AND FILLED 9 15 w o WITH JOINT FILLER. Z 10,100 D Ln 84 44 J O 9 tA W 0 5' -0" BETWEEN z 1 1500 N cr_ 0 CONTROL JOINTS o 18 > 17 U \ 1500 20' BETWEEN EXPANSION JOINTS MAX. o a • • A' 1 • . . s CONCRETE WALK SECTION C600 NO SCALE 6x6 - 10/10 WELDED TOOLED CONTROL JOINT 1/4 WIRE FABRIC WIDE, MIN. 1" DEPTH APPLIED ANTI - SPALLING BROOM FINISH COMPOUND ::..�►��,r- :� -►�-- war =s�- -. �-*►' �--- ►L- s�--:. �t 0 0 o 0OODO O�b o� 4bp. Off. o� vO� Off. 000. Oho o °,0 O � - O• O. 4" GRANULAR BACKFILL _ _ -___ -_ - NOTES: i I I I I l =1 I S I I =1 I E =d I S I F, 1.) CONTROL JOINTS 5' -0" O.C. MAX. -� I -1 i �, ; ,III =III. ; ,III- (SEE PLANS FOR ANY VARIATIONS) COMPACTED AND WELL 2.) EXPANSION JOINTS 20' -0" O.C, MAX, DRAINED SUBGRADE (SEE PLANS FOR ANY VARIATIONS) 17 CONCRETE WALK DETAIL C6OO NO SCALE APPLIED JOINT SEALER PROPOSED TOOLED EDGE BUILDING ADDITION SEE THICKENED EDGE DETAIL 1/2" PERFORATED EXPANSION MATERIAL • A. A. •d ' <• ... .. 10' OR FULL PANEL CONCRETE EXPANSION JOINT TO _/ . BOTTOM OF PAVEMENT 18 EXPANSION JOINT AT csoo BUILDING DETAIL NO SCALE GRADE AS PER PLANS O• .00. .0 p•0 . • .00• .000 600. .000 .O . ,e . e , 1 " H.A.C. SURFACE 0 °• o 000. °0O o . a 0 00 o 3" H.A.C. BINDER III =1 3" COMPACTED AGGREGATE #53 I -III i , l I I ' ( -I 5" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE 19 HEAVY -DUTY csoo TYPICAL PAVEMENT SECTION NO SCALE GRADE AS PER PLANS • o• . 0• 000.0 . - .•O• .•O- .•O• .•o• - O 1 " H.A.C. SURFACE 0' 000O. 10.0 o °000 0 •aoo °0,0.0 2" H.A.C. BINDER . 2" COMPACTED AGGREGATE #53 4" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE /0020 REGULAR DUTY csoo TYPICAL PAVEMENT SECTION NO SCALE B TO NEAREST JOINT TYPICAL ASPHALT 4 •..• :. DEPTH P = `CO.NC.RETE..' n ".: o • BUTT JOINT 10' 10' OR FULL PANEL r2i THICKENED ENED EDGE DETAIL NO SCALE 0.0 1" H.A.C. SURFACE pO0-v • O •o O . � 0 ' 0 O . u •.0 •OO 0 0.0 u 2 H.A.C. BINDER I I -III i ,i (I I I -i 4" COMPACTED STONE I COMPACTED SUBGRADE 23 ASPHALT PATH csoo TYPICAL PAVEMENT SECTION NO SCALE BUILDING WALL AND /OR �-- OVERHANG f5'-0" MIN, OR _____SEE NOTE #3 I I I i p FRONT SIDE HIGH VOLTAGE 12" APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST FRONT z OF H.V. BARRIER 4' -0" ABOVE GRADE, SET IN CONCRETE. ca OF PAD Z SEE NOTE NO. 2. a z o LOW VOLTAGE NOTES: 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON PAD BY I,P,L, FRONT SIDE OF PAD. 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS PLAN VIEW VEHICULAR C LAR TRATRANS FORMER WHEN EXPOSED TO 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL 1 1/2" MAX. 6" THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 3" MIN, TRANSFORMER PAD 10' FEET. • • GRADE 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. 1TTf1_ I I 11T1 ITT 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY COMPACTED IN SOLID LAYERS NOT TO EXCEED 6". 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN CROSS SECTION PAD MOUNTED TRANSFORMERS. 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING ELECTRODE CONDUCTORS SHALL BE CONNECTED AT PAD MOUNTED TRANSFORMER LOCATIONS. 8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY. STOCK NO. KVA WT. A B C D L M N KVA 1703 -506 150 -300 5800 75 80 44 15 1,12 9 15 19 1/2 150 -300 1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1000 1703 -508 1 1500 12,600 84 84 48 18 9 17 23 1/2 1500 nL.L vilviL-11JiViv0 rar"c iiv iiv�.nCJ 24 CONCRETE PAD FOR THREE PHASE QIsoo TRANSFORMER 150 -1500 KVA NO SCALE GRADE AS PER PLANS " 1.5 H.A.C. SURFACE #11 .0 0 6 .000 *0000 0 .0 0. .0 0. .0 0. .0 0. .0 0.0 o • 0 � • o o •0 ° �° oacb•O o •o 0 0 a.0 0 4.5" H.A.C. BINDER J.0 8" COMPACTED AGGREGATE #53 �I -IIPEd 11. -I COMPACTED SUBGRADE 2s LIFT STATION ACCESS ROAD �oo PAVEMENT SECTION NO SCALE TOP OF CURB ELEV. SEE GRADING PLAN 6" CONC. CURB z 1' -0" \ r a •: , ' PAVEMENT • ' , a' . ' OR GRADE it • d ° ,1 "R a ��'° ° Y..a ':d �, •� PAVEMENT CONCRETE CURB END TAPER 26 NO SCALE csoo 0 00 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fay 317 808 -6797 GREATER THAN 5' IN. 6" TOPSOIL TO ENSURE GRASS GROWTH 9" (0; . .:• ` ' ' •• ` Lo ; . _0 " .,t DIA. PAVEMENT SECTION . '. .. .. y .: 4.'.' •.....Q'° . 6" 2' - p" � 6" • �_ I -_ _ - _ - _ = 11= 111 =11 ., c�v ,. „ I REALTY CORPORATION _ s ' 24 s our�Fr PIPE 600 East 96th Street _ 1111 .. ... .. Tf Y •• • � � OUTLET , • 12 "CTOC -m �� • •��'•• ••MIN. 1•.25 � Bc. + • 12' �� •'••..�• �= � r 4'. � o . . EDGE OF PAVEMENT, -11 1 -' ' X111- r I MAX. SPACING � - •.. 4 , - wl PIPE INLE o OUTLET Sulte 100 CURB III = :11:11. ';;:..:: ,: • ...: III- REGULAR a_ I �_ I+ . ..: ; .., PIPE I PIPE GUTTER OR SIMILAR STRUCTURE _ ::: :: •. ; BACKFILL ° w 1 1 /2 "R •• •:: ; '' �T + ; � :• Indianapolis IN 46240 IN THE PUBLIC RIGHT -OF -WAY . I I II II . ..:: ,III 11 I - .. 4 _ , • ; ' 4 ' _ A = • 317 808 6000 • Phone. - . .•.:..'..•:- :..: Y .. - R. : .. „ „ J _ �, I. :I •. I= SEE PLANS FOR . , : • . . 12 (MIN.} III ~. •• • . III�I CASTING TYPE . Fu 317 808 -6797 .. Q . - �::.' . PLAN VIEW SECTION Y -Y 4 I _ .. .. 6„ 6„ . ..c . .. , . , 8 CRUSHED STONE OR d I �T 24 • ,. •. -- ! ', e' N 4 0 APPROVED EQUIV. CLASS I 8 WASHED GRAVEL OR -1I • ' . I I I- . •... . BEDDING MATERIAL HAND - ITS # ► ; • •.. .. . ; III SEE PLANS FOR •. ' III .'': 11 =1 GROOVED END ON OUTLET END ,3. APPROVED EQUIVALENT , ; .. ,'. TAMPED AND WALKED INTO II- , . II 1 I ' • - CASTING TYPE SEE PLANS FOR TONGUE END ON INLET END 4;1 _F /( (INDOT STD. SPECS.) _ II- CASTING TYPE PLACE � _ :'.•• '�•:.•' :•�:.. � 1::11::1• F74� 34 Op CONCRETE END II .III�I 6„ „ w . II I� I I :'. S4 �� F SECTION -I I ? I I- Z - I f ,• d I f • '• . „ " III- ::.. ' .. :: Bc ..:::.::.:...:. III 6 p �pE _- - -_ I I =1T � 24 Q 5 _ 24" :III II •:,•:... _ - _ J I =111 § :• .. a _ =TT�1T1� T� iTI I � TT Q C B = D - C PIPE _ - LEGEN D ' 11= 11' -1 I �I I _ 11=1 I I I I� �I -11 CULVERT III I I I Iml t 1- 11' . _ .. _ COMPUTED LENGTH OF LVERT SHAPED BOTTOM Q Bc OUTSIDE DIAMETER NOTE• �� I 4 4 _ . . . . •. . • . • ; . 0 • a ,e .. D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL Q MIN. MIN, •' SHALL „BE INSTALLED IN 6" ° d /4 Q PAY LENGTH OF CULVERT 4�' : •• • , •.' � ' f:' PTH F IN TO 12 BALANCED LIFTS o 9' : �V4�LPERT d DE 0 BEDD G NOTE: ' MATERIAL BELOW PIPE ,f END SECTION UNDERDRAIN TO BE PLACED S '. _5 " 7140 Wa I d em a r Drive 6 CONC. PRECAST OR Q A MINIMUM L A AN J - LENGTH (D) © 0.5� SLOPE MINIMUM ' ' I NOTE: I SHALL BE PROVIDED ON EACH _j o ' • . POURED IN PLACE I o SIDE OF THE INSTALLED PIPE 3 I SLOPE DETAIL ': ":' Indianapolis, Indiana N s PIPE UNDERDRAIN AT STRUCTURES •.. °:- -:., .4 '. 46268 - 4192 A •. INLET TYPE »A" (TYPICAL) 1 PLASTIC PIPE PVC & HDPE) GROOVE (OR TONGUE) TO 12 C. TO C. 3 4 "x12" HOOK C601 (TYPICAL INSTALLATIONS} N T , 6" CONC. PRECAST OR (12" TO 1$" PIPES) • , °. ANCHOR 317.299.7500 C601 TRENCH DETAIL BE THE SAME AS ON I MAX. SPACING / TS A V NO SCALE 0 E' POURED IN PLACE NO SCALE NOTE; 6 CONC. PRECAST OR BOLT FAX: 317 91 STANDARD REINFORCED BOL G L 13 POURED IN PLACE .2 .5805 (GREATER THAN 5' FROM EDGE OF PAVEMENT) CONCRETE PIPE ASTM HOOK .,... - 12 I N LET TYPE ���" C601 14 » „ csol csol INLET TYPE M :" . DESIGNATION C 76 • ° 4 NO SCALE NO SCALE . . NO SCALE �O• •. LD N G ITU D I NAL SECTI 4 N ° . a . c0 , .. • o ,... F .. I W . • •4 • ., �� .,• R d , .• - .,• 1 2 „L„ : w . � ,•• • CL,ASS' ;'A" ,CONCREf E - `�' r� CONTROL JOINT" `�' 24" 6'�` E + 2T (TYPICAL) :. . I� _I - - - a U •' .• �: 5 REBAR .O�;a.W. 'O SECTION A A �� . TYPICAL) STRUCTURE WALL 4 • b . . :. . •. 6 ID a . FIELD CORE U x DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 6" MIN• '� '4 •, 4:. .' SEE PLANS FOR " N- 5' OR LESS MIN, 6" TOPSOIL TO (TYP.) CLASS "A" CONCRETE REQ'D. :_ ° •''•. . CASTING TYPE 24 DIA. N ENSURE GRASS GROWTH 12 2 530 4 24 48 7 8 72 7 8 24 10 1 16 9 3 1 2 - - - � - - - - - . -. -.. , , - V4 - - - • :' L1J 1 IF NOT UNDER PAVEMENT 15 2 1 /4 740 6 27 46 73 30 12 1 /2 1 1 3 1 /2 4' : • v c - .� 18 2 1 /2 990 9 27 46 73 36 15 1 /2 12 4 - - - _ ' ..S ' IL i _ .._ , _'A• ` �-._ . - - - - • ' • • . •• v qo R r ..^ . : 4. • . -. 1 I I I -II 1 =1 I 1 =11I I, 21 2 3/4 1280 9 35 38 73 42 16 1 /8 13 4� • . •. - �_ MIN. 1.25 Bc + 12 = 24 3 1520 9 1 /2 43 1 /2 30 73 1 /2 48 16 1 1 /16 14 4 1 /2 4 BARS -1T� N EDGE OF PAVEMENT, CURB, I =11 �.;'; : ; .: ,.:.:.. 11= 5' LENGTH GUTTER OR SIMILAR STRUCTURE I I - . `. III 27 3 1 /4 1930 10 1 /2 48 25 1 /2 73 1 /2 54 17 3/4 14 1 /2 4 1 /2 „ „ (.0 IN THE PUBLIC RIGHT -OF -WAY • . • 30 3 1 /2 2190 12 54 19 3/4 73 3/4 60 18 5/16 15 5 A 1 ' . 33 3 3/4 3150 13 1 /2 58 1 /2 39 1 /4 97 3/4 66 23 3/4 17 1 /2 5 1 /2 KORBAND SEE PLANS FOR I� O ._:. • - • 12" (MIN.) 36 4 4100 15 63 34 3/4 97 3/4 72 24 1 /16 20 5 1 /2 ' ;; ;�. A TI 0 .� C S NG TYPE C�1 42 4 1 5380 21 63 35 98 78 27 1 4 1 2 ° r 4 �; P VI /2 / 22 5 / '� -f � � =�; ;:A.�� RO DE BLOCKING TO ------------- - - - - -- - -- 6„ 6„ .. r B BORROW OR EQUIV. #8 CRUSHED STONE OR `"�:;�;,�. - CENTER PIPE IN OPENING 18" \ C0 GRANULAR MATERIAL :.. ''...1-•`T APPROVED EQUIV. CLASS I 48 5 6550 24 72 26 98 84 28 1 /8 22 5 3/4 .:���;� : - _ (TYP.) (TYP.} (TYP. c COMPACTED TO 95� BEDDING MATERIAL HAND 54 5 1 2 8040 27 65 35 100 90 32 7/8 24 6 1 4 •,� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ #5 REBAR ..r:.:�.:: .7 .. STANDARD PROCTOR ^III I� TAMPED AND WALKED INTO / / `'. � DENSITY - - j 6 MINIMUM OR SEE PLANS FOR 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 �' �' ~ •'F. �` j``~�'T ` 6 MIN. '> II III- PLACE 3 • • FULL DEPTH OF CASTING TYPE 4) -rl TYP, . - :. 66 6 1 /2 10630 24 78 21 99 102 35 1 1 /16 24 7 1 /4 VARIES ( ) (NP•) •' : '' CASTING - ,1 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 PIPE CLAMP a '' N -III ''�• , :. :'Bc.•.:'. III: 6 305 STAINLESS � ' Nt I_I III • • _ " _ 78 7 1 /2 14430 24 78 21 99 1 14 41 15/16 24 8 1 /2 STEEL + w TO BE USED WHEN CLEARANCE . • ' X I ;- ->T� - 84 8 16350 24 78 21 99 120 44 13/16 24 9 BETWEEN PIPES IS 12" OR LESS W o - J � LEGEND FLEXIBLE CONNECTOR OR WHERE NOTED ON DRAWING. ..: •':• ,:•.. ;:•. :• °:'�.• SEE PLANS FOR � :��.. �.::� 2X2• -� _ N T TOLERANCE 1 f KOR -N -SEAL ASSEMBLY #4 BARS • ., STRUCTURE TYPE ,�, : PRECAST RISER m - Bc OUTSIDE DIAMETER NOTE• NO. S206 -48 OR EQUAL (TYP) 2 ►'TYP m 24" V r -�-' D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL CONCRETE IN THESE SECTIONS SHALL. BE THE SAME GRADE AND STRENGTH AS SPECIFlED FOR REINFORCED a O ' 20 1 SHALL,�BE INSTALLED IN 6 ,► �r` NOTE: SEE PLANS FOR COLLAR LOCATIONS ANCHOR (n� d = DEPTH OF BEDDING TO 12 BALANCED LIFTS CONCRETE PIPE, A,S.T,M, DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). 9 KOR -N -SEAL DETAIL SECTION A - A , - BOLT •. .. MM Y MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE k » �• .. mO O�w N HA PR VI N H REINFORCEMENT IN THE G PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, C601 NO SCALE GROUT R T O 9 = S LL BE 0 DED 0 EAC -7 F R F P P G OU p v �D SIDE OF THE INSTALLED PIPE A,S,T,M. DESIGNATION C 6 CLASS II 0 THE SIZE 0 CONNECTING I E. PIPE CROSSING ENCASEMENT DETAIL 15 CONCRETE MANHOLE COLLAR 1s . - - - - -�- .' - n Q REINFORCEMENT IN�THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER NO SCALE C601 NO SCALE C601 •• . j - - -- . N 2 P LAST I C PIPE PVC & H D P E OF STEEL IN THE C PORTION. • ..•.. . � . 0601 TRENCH DETAIL THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES I a C NTR ANT • (WITHIN 5' FROM EDGE OF PAVEMENT) ARE FLUSH, THE JOINT SHALL 6E COMPLETELY FlLLED WITH MORTAR. (TOYPICOL JO �, ) • . • NO SCALE IN 3:1 OR 4 :1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH. PLEASING TRANSITION .; . ' . . 'i ' APPROXIMATELY 10' -0 IN LENGTH. f �' . . • •.. L 5 REBAR ` TYPICAL) ' X VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL ' • • ..� ..• -� - 1111 . DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE : SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S,T,M. DESIGNATION 4 •. SEE PLANS FOR ... • , C_76, ADJUSTER RING REQ D. CASTING TYPE , ;:: 4 Q o o ECCENTRIC CONE OR y .. • : CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. • I a 24 I a PRECAST COVER , , - a' •� 5 PRECAST CONCRETE END SECTION N� . 3 •: . . 4 . . (ll N 0601 - - NOTE: • • . :: 4: 84 T R o • • N O SCALE m �t ; ' . • " S 0 M RCP -.: ' UNDERGROUND DETENTION 4. a � .I PRECAST REINFORCED CONCRETE . o' MANHOLE SECTION AND STEPS 5' OR LESS MIN, 6" TOPSOIL TO > N SHALL CONFORM TO A.S.T.M, C478 : E ENSURE GRASS GROWTH _ _ _ _ _ LATEST REVISIONS AND SECTION 720. SEE PLANS FOR 0 IF NOT UNDER PAVEMENT GREATER THAN 5' �`' . MN UR" T RA ©IL R WTH CAST IRON ,� 0 -RING GASKET BETWEEN ALL RISERS CASTING TYPE ••''. O E S E G SS G 0 M,H. STEP AND CONE SECTIONS SHALL CONFORM 6" 6" 18" O �I = III =11 1 =1 = = _ _ - _ - = 11 =11 I IIT TO A.S.T.M. C443, PLUS 1 /2" DIA, r - '• . p -�-� N - _= _= . •':: - . EXTRUDABLE GASKETS KENT SEAL OR (TYP.) (TYP,) (TYP.) 1v11N. 1.2518c + 12 �_ •: • d =1r= I 1= - _ - _ = - - _ = I = EQUAL) REQ'D. #5 REBAR .: :..-, . .'..:. ':... U EDGE OF PAVEMENT, CURB, 1 =11� .. 1..:111:':':.' .. III= _ - = - = = _ ,,� s y •• •. . III -I I :.., ; . ' . III -1 i f l „1T� 1TI PRE CAST MANHOLE J ••--- , : . __%: _..�.. • ' C GUTTER OR SIMILAR STRUCTURE �_ - IIII -11 MIN. 1.25 Bc III cn FULL DEPTH OF .. 1,•� i III II •- - -.' I II SECTION a MANHOLE BARREL SECTIONS MORE THAN „ IN THE PUBLIC RIGHT -OF -WAY : '...:..:.:':•..:. ....:',:: ,.. :11:11•..'':.: EDGE OF PAVEMENT, CURB, �(_ =_ :. - If CASTING + 6 Uj -+J 0 r n •- _ ._ ._.._ E 1 LOW GRADE SHALL MEET REQUIREMENTS 3 V GUTTER OR SIMILAR STRUCTURE_ „_,, • I1= a 1" I- ,,.: SIT. o > OF A.S.T.M. C -76 CLASS II. Q) :.` •': °:.: ' . ... IN THE PUBLIC RIGHT -OF -WAY fl „ I (TYP.) 2 4 4 _ 0 p rF1 �+- Bc - :: REGULAR MIN J 1O BUTYL RUBBER BASE EXTERIOR BACK �/'j • - .. . ' » „ �, B BORROW OR EQUIV. BACKFILL d a o PLASTER MATERIAL 1/4 t 1/16 MIN. " 20 INLET RISER DETAIL -� Q N GRANULAR MATERIAL a✓ ~ THICKNESS FROM 6" BELOW TO 6" ABOVE 24 ASHCP RISER -� COMPACTED TO 95� :: - : '" d Q STANDARD PROCTOR . ' 1ff= ' - NO SCALE ' > o EACH SECTION JOINT. 1 O DENSITY _I� III .. ' .; III�II "B" BORROW OR EQUIV. ... ,. 4 NOTE. SEE PLANS FOR COLLAR LOCATIONS C� Q ID (� . =I GRANULAR MATERIAL - MINIMUM 1 /2 PER •'III' 1 6 Bc THE MANHOLE CHIMNEYS INCLUDING ALL RISER • �' • • � r / FOOT SLOPE - 111: COMPACTED TO 90% _ ..'._' RINGS SHALL BE SEALED USING INFI- SHIELD O ITS 1 °:.:.:�. STANDARD PROCTOR = - PIPE THICKNESS O =11� ` ..I �' III_ d �T 1 8d UNIBAND OR APPROVED EQUAL. PRIOR TO ss -+•-� C -'-' :11 III :'.:''. ' T-T- 1 = DENSITY l CEMENT PLACEMENT THE TOP 4 IN HES F TH MANH 0 +' _ - - - -1I :. III_ C 0 E OLE 1 % Uj V) Q_ LU 0 0 =�_ � =_1I IT I��III : :_.:.:::..:.�.::::BC.,•::•...:: _ GROUT CONCRETE MANHOLE COLLAR AT 24 RISER TTI m- rrr- TTf- "Tf�T� 4 3 MIN• COVER 5 i� CONE AND CASTING FRAME SHALL BE CLEANED NO SCALE Q 0- � _ 1_ * AND PRIMED. THE UNIBAND SHALL EXTEND FROM C601 B BORROW TR EQUIV. - 11clIIII�I11= 1I1 =1I I P 3 INCHES BELOW THE TOP OF THE CONE SECTION \: • DEPTH OF BEDDING DEPTH OF BEDDING � GRANULAR MATERIAL �I I1 =1 I �I I �I I I_ � 1 I�lii I���II 1��III�I��'' T -� MATERIAL BELOW PIPE COMPACTED TO 80% LEGEND MATERIAL BELOW PIPE LEGEND N ;.' •. . •.•,; 4. .. 6 o TO 2 INCHES OVER THE FLANGE OF THE MANHOLE L. O STANDARD PROCTOR ••T' ' ` •' CASTING FRAME. 10' MIN. tf 0 U D (d MIN. DENSITY Bc = OUTSIDE DIAMETER D (d) MIN• NOTE: Bc = OUTSIDE DIAMETER .•i••,;, r•- ,,�.,..;�� ., r ,.,,t;,, (� • • • ••• •• • • • •r• •• ''• • • • HYDRANT SHALL MEET LOCAL FIRE CODES AND t� --�-i � O 27" & SMALLER 3" NOTE. ALL BEDDING AND INITIAL BACKFILL I I < LO 1 � ALL BEDDING AND INITIAL BACKFILL D = INSIDE DIAMETER 27 & SMALLER 3 SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER „ LOCAL WATER UTILITY SPECIFICATIONS 30" TO 60" 4" SHALL „BE INSTALLED IN 6" TO 12" BALANCED LIFTS LIFT HOOKS #4 BARS ® 6 O.C. BOTH WAYS WATER MAIN � q) TO 12 BALANCED LIFTS d = DEPTH OF BEDDING 30 TO 60 4 d = DEPTH OF BEDDING ,. MATERIAL BELOW PIPE CLASS "A" CONCRETE T N IN O „ MATERIAL BELOW PIPE A MINIMUM 9 CLEARANCE 68 S 0 E BEDD G „ „ SANITARY OR STORM SEWER O C 66 & LARGER 6 A MINIMUM 9 CLEARANCE 66 & LARGER 6 SHALL BE PROVIDED ON EACH L (MIN.) OR WATER MAIN z O SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE AS REQUIRED BY WATER UTILITY I W m SIDE OF THE INSTALLED PIPE �� » 10 MANHOLE TYPE C ___I ..• . - • . I 0° 3 6 REINFORCED CONCRETE PIPE RCP csol NO SCALE REINFORCED CONCRETE PIPE �RCP� CONC. COLLA I WATER MAIN • . � csol TRENCH DETAIL 0601 TRENCH DETAIL NOT IN PAVED AREA WATER MAIN M O , I RATED PIPE WATER ,0- � (WITHIN 5 FROM EDGE OF PAVEMENT) (GREATER THAN 5 FROM EDGE OF PAVEMENT) C -1 vALVE Box NOTE:, WHEN LATERAL SEPARATION O NO SCALE NO SCALE CLEARANCE IS NEEDED. STORM SEWER GRANULAR I IS 10 OR GREATER NO VERTICAL ANI ARY OR BACKFILL REQ D I AROUND BASE 6" GATE VALVE & BARREL _ C .; ':;�;; MAIN - O •• ' • ., �--� ti'.�••• ,. 10' {MIN.) 10' (MIN.} I 1 • W SEE PLANS FOR WATER MAIN '� 1 TYPE OF CASTING PRECAST CONCRETE ADJUSTER RING - - IF NEEDED, (4 MAX.) CONC. BLOCK '� SANITARY OR LESS THAN 18" OR IN CASES SANITARY OR U ASPHALTIC MASTIC OR BUTYL •• 4 STORM SEWER STORM SEWER L RUBBER SEAL BETWEEN JOINTS ECCENTRIC CONE OR DRAIN 2 WHERE WATER IS BELOW I `� N N 4" REDUCER CAP AS REQ'D. 6" HYD. BRANCH O.D. + 1' -0" ANITARY SEWER I'� BY SITE CONDITIONS CONC. PAD NOTE. FIRE HYDRANT SHALL BE SETA MIN, (TYP,) .•, � 1 � 1 1 a 24" DIA. 1' -0" MIN. OVER MINIMUM OF 6' FROM ALL : : : :�I : 0 I FULL HEIGHT MANHOLE HIGHEST PIPE DRIVEWAY OPENINGS O STEP REQUIRED : ` WATER MAIN RATED PIPE 18 FIRE HYDRANT ASSEMBLY FLEXIBLE COUPLING OR ADAPTER • REDUCER CAP FLEXIBLE COUPLING OR ADAPTER • �' I� DIA, F ° NO SCALE •a co " m .. 16 "o.c. 4 „ C601 (SEE BELOW) CONCRETE COLLAR CONCRETE COLLAR Certified B : MIN. 4 DIA. SUBSURFACE 6 • TILE "T" STUB WHERE REQ'D. . (TYP•) tti�i� +ttlttrrr,f ° . MIN. �o�. ;��1r U ( ) " M NIE DIMM NSMUM L �`` �`,�> � *. ° 6 CONC. PRECAST OR ( ) •�* ���`� R, s'� ',,, POURED IN PLACE ° PERMISSIBLE. 6" 35" ,., G E�'`'•., 1 21 MUM CROSSOVER &SEPARATION . >��` �� ....';T "'••.i 'r��., 12" ;... 8 36 REQUIREMENTS FOR WATER MAINS, .�'� F° •• =:_�� C601 • ' C IA PREFORMED HOLE TO MAX. OF PIPE NG 'f : CASTING SMALL BE NSTALLM SO THAT 12 39 SANITARY SEWERS & �' _� D • - 0 U + 6 WITH NON SHRINK CEMENT GROUT THEY DOKOTCONTACT u 16 42 STORM SEWERS - ; �7 (�- = 12" ' ° 1AM UM 1 do MA)MIL d 4 NOTE: cONCRETE APRC#�I AND came; sHkL BE :�OTCALL Sue AM CRAWL SPACE NO SCALE w / t17��� • - .� 3" MIN . 2L!' VIESTAI. CASTING MRTH 12' I A, > +' a .. .I., ,.. 0(xVTACT T �TFAAI CR LATERAL C1iP. _ CI.EJIRANCE FRM TOP OF N NNUM 1 CLEARANCE FROM TOP OF CONNECTIONS DUST BE A MINIMUW � � % I�TiTR'fD `SEYIER' 1tATH CA? TD BoTT of CASTfNC CAP TO BOTTDAI OF CASTING of 3 �1Dw 1 FOOTI�I Alla E>dT FORMED STATE GF 3 MIN . PENTAG ONAL BOLT)ILOCx MEEIyAIi R -� sTZ -x oR EAST JDRDAN vts4t• -I THE �uowc AT Tkc �toNr aF C 0 N C R ET E - ` �j� �1�' N QD MANHOLE BASE SET A P R E CTI O N MIN , THE STRUCTURE M PR04tDE TTIE FORME D 1 � ON 6 OF #2 STONE B SE 8 E S ( ) CONCRETE GRADE �- i IMTH S�4ER ON cAST1NG �' BLOCKING � , f � ,,..,...�� HDPE PIPE TG EXTEND 6 PVC FR1AL SHORTEST, UILDI DI TOT ROUTE s" PYC CAP -I I III -I I < ,�' `_ ' V J �� 6 PMC CAP FlNAL GRAG� FROM iI�E @UILDIHG TO THE � WHIM s ANVE STONE I ..,r . y_ ,.�. EX15TIryG UTTAAL STUB. .1: I � - BLOCKING �1 EXISTING �,��r ll � ` � �� BENCH WALLS AT MIN. ,f ` 36• a< 36` x s COftCRRETE �'''s �I FINAE c> AOE I� s . I t WATER _ 1, ,;�, , 1 � GROUT 1 2 PER FOOT SLOPE+ / ZO•� fRATCO HE1P£ I,�TER PIT, r O „ TO TOP OF APRON M1TH Fl6fRYESiI 8` PVC PIPE'Y \ F+ouNOATION ;:. _I �. � � 1 , MAIN ��di���+ ••� >, >• REINFORCED BAR 4 12 0. C. 7•z L13S/Fr, 1'N. 3 DEEP OR EQIAAL t�N �a� t0 CAP s.: F- 8 CLASS A CONCRETE #- C,1 in Ft _ 6' 5DR35 Pvc�1 PvC �� II = 1= 1 r- STEEL MESH AREA C� 2 ./ _ _ OR APPROVED EQUAL F►' x s' z 6 TEE -wrt: (s' x s" x s ") TEE -WYE "' 3' GIN. -}- _ I , �- t• .. ( 3' iI RIUUW . - I U) f -0 " s` x s• x 61 lm -mr :111 .. ° � . , .. I N O O `� I- y. • : I� III ' . ••• :• I I TAPPING SLEEVE Drawing Number: .. MANHOLE PIPE PIPE TURNS NOTES:1 Fl4W _, ,_,� =zl III�T_, I - =i1�� ' 1 Flaw ---� T I = VALVE BOX C FORMED ►, „ ,f MANHOLE CONFORMS TO ASTM C -478 C � � DIA. F DIA. G fi' FROM TOP OF PIPE M BOTTOM 4' SE RM • NO BRICK OR BLOCK WILL BE ALLOWED of METER PIT. CONTRACTCIR SMALL s SEYIER LATERAL s SEWER LA7ERAE CONCRETE �Ii - O O 96 48 GREATER THAN 45 TO 90 � f � sr�E �� �� � 6• W!NluUk � sA�ARY - 0 O 0- 96 54' -66' UP TO 60' IN MANHOLE NOT XM � PIT TO CONTAICT APRON TO PREaT SEINER TREOIKG, E3EDOW� „ LATERRAL/TEE -w>� CaNCREI� CAP. � D Ta C L E AN q U T TYPE 2 ANO BACI4ILL DETAIL 6 SEWER LATfRI+I L C K I N G N I 84 42 GREATER THAN 45' TO 90' 0 -RING GASKET ASPHALTIC MASTIC CLEANOUT TYPE 3 UUNEIIS EARTH. (HARDSCAPE SURFACES AND Au OTHER �NSTAUATIOas AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. 0 I � \ � 84 48 TURNS UP TO 45' OR BUTYL RUBBER SEAL BETWEEN gEyglD THREE FEET � ANC) 8 x 4 REDSIC>�R GLUED MITH�I 3 DF THE FOUNDATION 4R GA9GEfID OUTSIDE OF THE FOGJt�,4ildi - MANHOLE JOINTS (GRASS OR LWSCAPE WWACS:s AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING .- 72" 42 " -48" UP TO 45' SANITARY SEWER ...................................................... .....,...................•....T _.T......,..... ..............-._----------.- ...._- .......-- .........- ...... .1__11..._.1.._._...__......... 11 Of S N „ „ STEPS REQUIRED FOR STORM g T RTT ELa "c)a1 TOP CF CAS>rIc oR CLEANGZJT cAP sHAU EzTEr� Gr.2o ; . �_ TEE 8 90' 45' 22 1 2' 1 1 1 4' 12 heets N 72 33 -36 GREATER THAN 45 TO 90 BENCH SLOPE = 1 /2 PER FOOT NflT:.:flE1T5IDE 3 OF THE FOI�IDATIDN ALL CLEANOUTS / / 1 \ I� SEWER OVER 4 DEEP• FEET fl1MhQ�i aeoYF �INISI�m BRA cat aucTffl IMTWN ::I� M BE r SOR 35 GASCETED PIPE � CLEANOUTnnnsI CLEAI`l4UT TYPE 1 SIZE PLUG BEND BEND BEND BEND rt _ Cn co 60" 33 " -36" STRAIGHT THRU PEDESMAN OR VEIiI 1 AR TRAFFIC WAY. UNLESS APPROVED BY I s,� �� ��� GATE VALVE r- ,f ,f ' ENIGINEER, SANITARY SM CASTINGS OR CIEANOUTS MUST NOT : { Ouke Reolty Job Number: I I 1 60 24 -33 GREATER THAN 45 TO 90 4" 2.0 2.5 1.5 1.0 1.0 -�-' so" 24" GREATER THAN 45• To 90• STANDARD MAN HOLE BENCHES IMTFMN aiE (T) FIDDT HORiZONTJIL [�ISTAT{CE`OF ANY PAI�EEC7 THRE£ REST OF E3lI1AIDfN6} C7 OR CON SURFACES. k _1 I 6 4.0 5.5 3.0 1.5 1.0 I I -+--► .._...,,.,..",,,.,..,.,,,.,. , . , , , ,� _' ...................._..__ _111. .._ .. B" 6.5 9.0 5.0 2.5 1.5 I I - _ ........ C) C N so" 27's -30�� GREATER THAN 45' TO 90• N€1 SCALE TYPICAL CLEANOUT DETAILS 10" 10.0 14,0 7.5 4.0 2.0 1 1 • • C 64 27 -30 TURNS UP TO 45 P W� 0 1 2 - 5 0 0 4) Q) Q0 60" 33 " -36" TURNS UP TO 45' % 12" 14.0 20.0 11.0 5.5 3.0 1 1 TAPPING SLEEVE 14" 19.0 27.0 14.0 7.5 4.0 1 � WATER SERVICE E -D 48" 12 " -21" GREATER THAN 45' TO 90' 0601 11 160; 25.0 35.0 19.0 10.0 5.0 1 TO BLDG. SITE P W ®U 1 2 - 0 0 0 18 31.5 44.5 24.0 12.5 6.5 1 1 o >, -� 48" 12 " -21 " TURNS UP TO 45' C601 20„ 38.0 54.5 29.5 15.0 7.5 Lea Z m U 48" 24" TURNS UP TO 45' 24" 55.5 78.5 42.5 22.0 11.0 A E Job Number: _D _0 •0 s� » 30" 86.5 122.0 66.0 34.0 17.0 a 4 MANHOLE TYPE B 36" 124.0 175.5 95.0 48.0 24.5 22 WATER MAIN CONNECTION DETAIL >� U 0601 NO SCALE 4 168.0 237.0 128.5 65.5 33.0 {-' N A 2 � (� o C601 o sC LE o � 19 TYPICAL THRUST BLOCKING DETAILS 67211 p 0 . • C601 NO SCALE J _j CD t. E f } 0) x N I N CD I O N 0) N Nt x O V i N co 0 N N x U) Q O 0 O E O O a 1` CQ C d C r- O O I O z Q w I U U) Q i I c O (D L I N I O U) Q I I O Q) i_ I I o- O Q0 N O U, .. C) E —o o � N x N I� N O U a .. c E-0 �>1 z m a a� �-- > �� 0 00 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Ptwne: P3171 17 808 -6000 Fmc 808 -6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana 46268-4192 317.299.7500 FAX: 317.291.5805 z w O U U Li 0- C) w V7 w r\ O .. O \ W J o m C!) CJ) o d � C Y O 00 o � z Q FM U) Q) C) -�-J Q) [� LU cn CD -� 1j 0 rnrn ® (j) Q- LIJ O I Certified 6y: ` >>iltiiilit 11111 tl)UIfII`� tA R. syf�f Q f 4 No. ' ;10707500: _ 0\ STATE of Drawing Number: C602 12 of 12 sheets Ouke Realty Job Number. PWD012-500 PWD012 -000 A/E Job Number: 67210 67211