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05120007 Civil Construction Documents Rcv. 2/24/2006 DOCS
k1_0 ACADEr\A C STRUCTURAL ENGINEER: LYNCH, HARRISON & BRUMLEVE, INC. Consulting Engineers 550 Virginia Avenue Indianapolis, Indiana 46203 (317) 423 -1550 / (317) 423 -1551 Fax 0 Building Real Estate Solutions' 111848 -6500 lauthproperty.com PR JE 0 C F 00 0505Z E'SIT ' HIGH SCHOOL # = '• - - • 0 D moo 0 0� jai '0 Master Planniniz Architecture Engineering Interior Design Landscape Architecture Technology Design 5875 Castle Creek Parkway Suite 440 1nd'i6anapolis, Indiana 46250 317,o842,00000 317.842.4345 FAX w O O N H V Ce >m a O U N J 0 0 3: U z V z } F� car) W Z z 0 0 z W V) z:) U U Z D M�j 5 m V "qE14 w D Q V Q w Lr) Z 0 Ln 0 DESQL PIS COVER SHEET am L -401 SITE UTILITY PLAN - AREA 'A' DRAB L -402 SITE UTILITY PLAN -AREA '�' �....* ..�. ,,,� ���� CSIOO SITE SURVEY L -403 STO.'tlrl SEWER PROFILES CS101 SITE SURVEY P101 PLUMBING SITE PLAN AREA 'A" L -501 EROSION CONTROL PLAN -AREA 'A' LOV-10C OVERALL SITE PLAN L -502 EROSION CONTROL PLAN - AREA 'B' L -503 EROSION CONTROL NOTES & DETAILS L -101 SITE DEMOLITION PLAN - AREA 'A' L -102 SITE DEMOLITION PLAN - AREA V L -601 SITE DETAILS ELECTF= W W= L -602 SITE DETAILS L -201 SITE LAYOUT PLAN - AREA 'A' ES101 ELECTRICAL SITE PLAN L -202 SITE LAYOUT PLAN - AREA 'B' L -701 LANDSCAPE PLAN - AREA 'A' ES102 ELECTRICAL SITE PLAN L -701 LANDSCAPE PLAN - AREA Ir L -301 SITE GRADING PLAN - AREA 'A' L -302 SITE GRADING PLAN - AREA W 0 D moo 0 0� jai '0 Master Planniniz Architecture Engineering Interior Design Landscape Architecture Technology Design 5875 Castle Creek Parkway Suite 440 1nd'i6anapolis, Indiana 46250 317,o842,00000 317.842.4345 FAX w O O N H V Ce >m a O U N J 0 0 3: U z V z } F� car) W Z z 0 0 z W V) z:) U U Z D M�j 5 m V "qE14 w D Q V Q w Lr) Z 0 Ln 0 i 100 50 0 100 SCALE 1 =1002 Y. (1� ( D �� I" A tl) I (t)1" ��) t , I" •� I" t I ( � t P' f Ilk Me I' l •� OA, I I I (a ML ((1) t I I I( II) lir�•� •1. P INV= 896.25 INV= 895.95 } INV= 890.54 VV= 890.64 `= 890.28 '= 889.68 = 889.68 30.15 Acre Description Job 12733 A part of the Northwest Quarter of Section 5, Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at a monument at the Northwest corner of said Northwest quarter; thence SOUTH 89 degrees 51 minutes 03 seconds EAST, with the North line of the Northwest quarter, 1827.99 feet to the Point of Beginning; thence SOUTH 89 degrees 51 minutes 03 seconds EAST, continuing with said North line of the Northwest quarter, 662.38 feet; thence SOUTH 00 degrees 08 minutes 57 seconds `'BEST, leaving the North line of the Northwest quarter and into the Northwest quarter, 40.00 feet; thence SOUTH 89 degrees 51 minutes 03 seconds EAST, 224.08 f eet to the East line of the Northwest quarter; thence SOUTH 00 degrees 41 minutes 15 seconds WEST, with said East line of the Northwest quarter, 1255.78 feet to the Northeast corner of Bridlebourne Section 5 (#9026131); thence SOUTH 89 degrees 38 minutes 16 seconds WEST, with the North line of said Bridlebourne Section 5 and Section 6 ( #9134257), 1349.39 feet to the Southeast corner of Larkspur Phase I (Plot Cabinet 1, page 13); thence NORTH 00 degrees 34 minutes 22 seconds EAST, with the East line of said Larkspur Phase I and parallel with the West line of the Northwest quarter,370.88 feet; thence SOUTH 89 degrees 51 minutes 03 seconds EAST, leaving said East line of Larkspur Phase I, 465.00 feet; thence NORTH 00 degrees 34 minutes 22 seconds EAST, 936.92 feet to the Point of Beginning, containing 30.15 acres, more or less. This survey was executed according to survey requirements contained in Sections 1 through 19 of 865 IAC 1 -12. This certification does not take into consideration additional facts that an accurate and correct title search and /or examination might disclose. Evidence of easements have not been located in the field and are not shown on this survey drawing. Subject to the above reservation, I hereby certify that the survey work performed on the project shown hereon was performed either by me or under my direct supervision and control and that all information shown is true and correct to the best of my knowledge and belief. Certif led this day of Ben E. Bledsoe Registered Land Surveyor No. S0559 State of Indiana , 2005 REPORT OF SURVEY # 2733 In accordance with Title 865, 1 -12 -1 through 1 -12 -29 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established on this survey as a result of: a) Variances in the reference monuments; b) Discrepancies in record descriptions and plats; c) Inconsistencies in lines of occupation and; d) Random Errors in Measurement (Theoretical Uncertainty); The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for a Class D Survey (1.00 feet) as defined in IAC 865. This survey was performed at the request of Odle, McGuire & Shook Corp. (Architects). The property is in the name of Perelman (Document # 9413906) and University High School (Document #200300123207). MONUMENTS FOUND: 1. Northwest corner of Northwest Quarter Section 5: Monument per County Surveyor's Records. 2. Northeast corner of Northwest Quarter Section 5: Railroad Spike. 3. Southwest corner of Northwest Quarter of Section 5: MAG Nail. 4. Southeast corner of Northwest Quarter of Section 5: Stone with chiseled ' +'. 5. Other survey caps along the South side of 116th Street and the East side of Larkspur Phase I as shown. ESTABLISHMENT OF LINES AND CORNERS: 1. The North line of Bridlebourne Subdivision was established by splitting the distance between found monuments # 1 and # 3 per Bridlebourne plats and holding the Bridlebourne record angle at that point. 2. The East line of Larkspur Subdivision was held as parallel to the West line of the Northwest Quarter (Monuments #1 and # 3) at the platted distance East of the Northwest corner of the Northwest Quarter. 3. The North line of the Northwest Quarter was established by found monuments # 1 and #2. 4. The East line of the Northwest Quarter was established by found monuments # 2 and 14. Note: Bearing basis taken from adjoining BTR surveys in the Northeast Quarter Section 5. As a result of the above observations, it is my opinion that the uncertainties in the location of the lines and corners established on this survey are as follows: Due to variances in reference monuments; none noted. Due to discrepancies in the record description; none noted. Due to inconsistencies on lines of occupation; none noted. z 116th St. SUBJECT PROPERTY L 0 3 .o n� 0 W LEGEND . LOCATION MAP NOT TO SCALE � LIGHT POLE POINTS: UTILTIY POLE -� SIGN MHO MANHOLE � GUY WIRE -OHW-- OVERHEAD WIRES -X -X FENCE Q WATER METER � ELECTRIC METER � GAS METER ED CATCH BASIN IFmi INLET W o RIGHT OF WAY MONUMENT ® MONITORING WELL CO 0 CLEANOUT D4 WATER VALVE PARKIh:� SPACES FH O FIRE HYDRANT GV O GAS VALVE (R) RECORD DISTANCE Bo BOLLARD (M)MEASURED Tel DISTANCE &BEARING ' Rsr_ RS`.o o TELEPHONE /TELEVISION RISER NOTES: 1. PROPERTY IS LOCATED IN FLOOD ZONE "X" PER COMMUNITY NUMBER 18057CO205F, DATED FEB. 19, 2003. 2. FIELD WORK PERFORMED OCTOBER, 2005. E8 CONTROL POINTS: � POINT# NORTHING FASTING ELEVATION DESCRIPTION 1 11354.41 9790.16 902.83 HUB & TACK 11 11328.00 10146.12 900.65 RAILROAD SPIKE 25 113M.21 11937.48 898.08 OFFSITE TBM6 448 10277.39 10020.10 897.47 HUB & TACK A as a 0 O Q 1 C#� V t (= tnNOv'� �! t-'-- C:> 00 141) 0 4 tn kn O V__ (*-- N a N s,y� ; "a 6% N N 15 O o � •.v N M CU M Cd 1:4 00 � �3 ,%4 o 00 � Cq 7M �0 en r-O en 00 1 1 P 0? SURVEYED BY: D.M. & S.W. DRAWN BY: G.S.K CHECKED BY: B.E.B. DATE: OCTOBER, 2005 BOUNDARY & TOPOGRAPHIC SURVEY S HEErr OF uire $�s LINO, � o� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net D 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O F=- O z W g U V z D J m U'. w' D Q U Q W J 0 C) U cn 2 U Z cn w 2 Q Z Q C� Z J WC tie G Q U © Copyright 2006 by Pf OW M GU RE & SHOOK CORPM11 N Cop ir"Aes ard� al work, bu ",g deW, plans or ckawkW, and specifications. Ard itectiral work is the overal form as wet as the arrangement and cmVosition of spaces and ek wts in the de dgm Reixoduction without written permission is proj� PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: CHECKED BY: DESIGNED BY: WE SURM ire sP 0 00 Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design O 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.8424345 oms@omscorp.net 0 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Q � Z °z LU L) 06 f— � O Q � U = V = z � D � w U > LMU D Z) Q U Q J W 1 1 1 ::E Q U O Copyright 2006 by Ttf ODIE McC,11RE & Shg00c CORPORATION CoPYrWt ixudes ardrtectiral work, buldii6 design, Plans or drawings, and specifiratio+u Architectural work is the ovval form as wel as the arrangement and campaaitlan of spas and dnnents in the desjgFX Reproduction wllhout writer permission is prahbitea PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: CHECKED BY: ILB DESIGNED BY: OMS CS 101 SITE SURVEY — '---- �"'FHAL T----- - - - - -- 11 6TH STREET LU — Lu /// L.Lj 401 1< W _ _ R Sit 1 PROPOSED RIGHT— OF —WAY --fi- ---------------------------------------------------- L ........................................ —_-- t PROPOSED 401 FRONT YARD SETBACK I I 1 i I I f LIMITS OF CONSTRUCTION 1 1 1 / f / I / I � f / NEW BUILDIN F. Fl. 697.50 - ` P f \ ¢ ` P I � 1 \ \ i \ Q 1 i EXISTING TENT � 101 COURTS NEW PRACTICE SOCCER FIELD r t �.o � - `t3 .4 � Q�� I / � x / 1.01 / / / / W J V i Z LAJ J / 10.00 Lj C 0I Bt C Z J / � a / // f / / / / x x / 0000, 00010 DAUL E s�. ir,,� / 9 I / / d I ` / / 44's% I I aim 0 1 1 _ oso ti / / *�`� Woo i 0.00, 1.0000 0001, I \ �3y r5liVL / / / / f 1.001 / ! f i / 0000, / I� o i 0000, now .0000, 00000, 4v 0000, 1 1 I I I 1 1 I I 1 I 1 I 1 I ' I LEe,,;=k,.o 724 724 845.12 2 EXISTING CONTOUR PROPOSED CONTOUR SPOT ELEVATION PROPERTY LINE NEW STORM DRAIN PIPE TREE PROTECTION FENCE NEW FENCE FLOW LINE NOTE REFERENCE NUMBER DETAIL REFERENCE NUMBER SHEET REFERENCE NUMBER .9 2 ELEVATION REFERENCE 00 NEW SEES AND SHRUBS � CO CLEANOUT �+ FH NEW FIRE HYDRANT ■ PWP UTILITY POLE • EXISTING TREE B.O.C. BACK OF CURB M.E.P. MEET EXISTING PAVEMENT (ALIGN EDGE) M.E.G. MEET EXISTING GRADE TYP TYPICAL FFE FINISH FLOOR ELEVATION LP LIGHT POLE SAN SANITARY TC TOP OF CURB ELEVATION BC BOTTOM OF CURB ELEVATION TR TOP OF RAMP BR BOTTOM OF RAMP INV. OR I.E. INVERT HP HIGH POINT TW TOP OF WALL BW BOTTOM OF WALL CB CATCH BASIN TD TRENCH DRAIN CI CURB INLET MH MANHOLE TLD TOP LOADING DOCK BLD BOTTOM LOADING DOCK TS TOP OF STEP BS BOTTOM OF STEP TZ TOP OF STOOP BZ BOTTOM OF STOOP a T aa pG(jlllPe �t S Olt o� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46254 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O O z W LU .q< Q U V z D J m U g 0 U Q w 2 J 0 C) C./7 2 U 2 F- w z © Copyright 2006 by TK ODLE McGLi tE & SHOOS CORPORATION Copyright kxkxk s arcI tectiral work, bulc4 I pins or drawkW, and gmdf - ations. Arditectural wont is the ov" form as wet as the arrangement and compos%on of spaces and duets in the desk Repro&jction wd out written permission is profited. PROJECT: 05057 Z Q 0 z J <W Ice Q V DATE: FEBRUARY 27, 2006 DRAWN BY: INRF CHECKED BY: BWR DESIGNED BY: B.IZF o� r%% lt'n ♦ I I nr*r V%l .. 0 C)c�4 30, 9 0 7 00000 00000 00000 00000 00000 0000 00000 � � ,900 C 00 00 U) / Uj 00 00 REMOVE FENCE UP TO PIPELINE EASEMENT- 9 j Gas I i 902 00 Gas 903 LIMITS OF CONSTRUCTION -900 90.1 905 \ �_g 02 � �nF CONTRACTOR TO COORDINATE ALL FORK IN RIGHT -OF -WAY X'nTU n_ir nrTv nr ni n& Are fi: r \ E F,= ri: %2-E=U\:'-!ERkL 12"CMP INV-896.25 1. ALL SURVEY PROPERTY BOUNDARY TOPOGRAPHIC AND Gds-- , �� EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE �- OD TAPP & RIGGERT, INC., BLOOMINGTON, IN. 47403 T THE ODLE MCGUIRE & SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING „ LOCATIONS PRIOR TO BEGINNING ALL WORK. P-1 .... ....... 11111111-1111 1 1 LLJ _ 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIF ARCHITECT OF ANY DISCREPANCIES. 897 a96 893 3. SEE MECHANICAL ELECTRICAL AND PLUMBING SITE PLANS ag 894 ' 896 _ FOR ADDITIONAL UTILITY LOCATIONS AND DEMOLITION. STR. 1 ti o / 4. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF - Na-T�o - - UNIDENTIFIED FIELD TILE OR OTHER UTILITIES ARE 3" P VC FORCE MAIN Q . / iNF n� 5. SEE SHEET LOV -100 FOR LEGEND. FIRE CNN CTN�, 1 MH i MH oH20 RIJ� I / DD �����L T ��V C�0 T E�• TC 6 .99 T MAINT N 6' `_I I W 'P IC ItIV � 89 5 P IC 3 (DJ N E CE � �M p�s > �� � � 1. EXISTING TREE AND ROOTS TO BE REMOVED- COMPLETE. 0 6 � r I I ELE B � \8 e 2. EXISTING SHRUBS TO BE REMOVED COMPLETE. 12 I EM A U ��� 3. REMOVE SIGN AND CONCRETE BASE COMPLETE; N ELE B0 � RETURN SIGN T4 OWNER. � 6 � 0 - 0 4. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. 000 15 � REINFORCE POLES DURING CONSTRUCTION, IF NEEDED. 0 � $ i� 'g j 8 �` 5. REMOVE COOR INAaIS EMOVAL WITH NSTALLATIONGOFONEINE; / 2 � SWCO , _ ° E=3 SERVICE- REFER TO 'P' SERIES DRAWINGS. 11 14 2"15NE 6. SEE ELECTRICAL PLANS FOR DEMOLITION � TREE PROTECTION $ 1-�" - - - INFORMATION AND TREATMENT OF EXISTING CONTRACTOR TO MAINTAIN �-t AND TEMPORARY POWER AND LINES. 4 � EMERGENCY EGRESS FROM I�'lf 1 9 . � 1 2 8 � 9} , , i I I 7. REMOVE EXISTING CONCRETE CURBING. SAWCUT EDGES BUILDING AT ALL TIMES. ADJACENT TO CURBING THAT REMAINS. ^ 3 �I � ' � F.F.E. i' GREASE ROP � / - J 1 899.19 / 12 6" E 6 8. REMOVE EXISTING ASPHALT PAVING AND BASE. SAWCUT EDGES ADJACENT TO PAVING THAT REMAINS. SAN MH 3 � �.Q�:Li N 8'PVSTC�I V = X30 19 F.F.E. 897.97 WW6 PtA5TCC1 �' 9. REMOVE EXISTING CONCRETE RETAINING WALL COMPLETE- 1 2 . j � 10. REMOVE EXISTING FENCING, POSTS AND GATES LINE OF SAWCUT I 12 t9 11 STR. 4 � E � COMPLETE. cw4ss 11_ EXISTING CONCRETE TO REMAIN. ❑ELECTP X TREE PR13TE ON � 12. REMOVE EXISTING CONCRETE PAVEMENT COMPLETE_ FENCE sTAT N 13_ REMOVE EXISTING CONCRETE LIGHT POLE BASE ,C MAIN - COMPLETE; STORE LIGHT POLE IN SECURE LOCATION. � . 2 � - � U - 4�.� 4 REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION_ 16 I Q . I m / / \ \ \ 14_ REMOVE EXISTING PIPE BOLLARD COMPLETE. e; � � j � 25 � 5 / �96� 15. REMOVE EXISTING STORM STRUCTURE CASTING AN 0 �� � � � � L� � � � J / / _ \ � PIPING COMPLETE; CAP OR PLUG ANY PORTION TO _ � r `_ J � � � �... �/�/ �/ � �� REMAIN WATERTIGHT. _ ¢ L �r � _�� _ _ /� I 16. REMOVE EXISTING WOOD STEPS AND DECK COMPLETE. \ 17_ D(1 N CONCRETE CURB TO REMAIN. 25 4 0 % `N 18. EXISTING SIGN TO REMAIN. � � / I \ 19_ EXISTING TREE OR SHRUB TO REMAIN- PROTECT 1 20 ��j STR. 8 � � DURING CONSTRUCTION. L C -1 - _ J _j / 4 O� / - � � \ / �� 20. EXISTING PORTABLE CLASSROOMS TO REMOVED r- BY OWNER. 1 _ • � 1 25 G�S�J CONTRACTOR TO PROTECT I `�� � 21_ EXISTING 3 CAR GARAGE AND CONCRETE SLAB TO � - � � 1 20 / SOGG`ER FIELD FROM � � BE REMOVED COMPLETE. F � ONSTRUCTIQN DAMAGE j I � � 6, / ! � �-�- 22- EXISTING POLE BARN TO BE REMOVED COMPLETE. J� % 23. EXISTING TREE TO BE RELOCATED- REFER T0. LANDSCAPE PLANS FOR NEW LOCATION. 12 T/, 8,9 8 � / _ / / � 24_ EXISTING GRAVEL TO BE REMOVED COMPLETE. N CP N IXISTING SOCCER FIELD / / � 25. REMOVE EXISTING SANITARY PIPING COMPLETE. I N V 8 8 9 68 / / // � � � COORDINATE REMOVAL WITH INSTALLATION OF NEW R. 3 SERVICE -REFER TO °P° SERIES DRAWINGS. 8"C PP NV-889.68 �89� / - // 26_ INSTALL TREE PROTECTION FENCE; 4' HGT. �� �� ` � DO NOT STORE EQ MENT POLYVINYL MESH CONSTRUCTION FENCE WITH 9� �� � � f OR VEHICLES 0 ELD � / / � STEEL POSTS 0 8' O.C.; INSTALL 6 GAUGE TOP WIRE LOOPED THROUGH PLASTIC MESH X _ AND SECURED TO POSTS. .,TR. 13 'c � \STS TR. 4 CX3 00 ST aQ0� \ / 89 CP < S \ \fj /Z 25 � � \ SiR. 01 I 9e 0 1n')F rRn#2 n llr-Pfl ^I II mn n n r\Il maf n 9 zi 9 f9��Yli� AREA OF ASPHALT TO BE REMOVED AREA OF CONCRETE TO BE REMOVED HOLEY M SAYS "IT"S THE LAVV99 CALL 2 WORKING DAYS BEFORE YOU DIG 1=800=382=5544 CALL TOLL TREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: , 1000' 0 uiee a, OO o z ~ o ,off Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I I REVISIONS O LU z U V z D J UI w Q. U Q W O O z L) z v z w z Q z a z <W Cie Q U © copyright 2006 by Pf OM McGXZE & SH= CORPORATION CopyVft indudm arcs itect zal work, bu l&% des4n, plarw or drawings, and spedficatiom Ard iteetmal work is the overal form as wel as the amMernent and eomposMon of spaces and elements in the design Reproduction wdrout written permission is prohibited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BIRF CHECKED BY: BWR DESIGNED BY: BRF SITE DEMOLMON PLAN - CONTRACTOR TO CO OR01 rC. ALL WORK IN 'GIr RIG"H ' -01�- - VArH THE crr( OF O !,JEIL - • - - - SIGN r,s -_ -7, LIMITS OF CONSTRUCTION 1,0 .- ,gym aa�ot. !. LINE OF SlUT tom_ 30 "S H -- -- _. 1 - -- - - -_ 30'c+ ItV sz B5 ^' S9 893 `� -- r `.�' t , ,rte 893 � � ._ ._ �,; i 6 i n -. � . I i 894 _ �- 1 24 RASE 89689 � { - i STR. #1 { ! a 6 / o J I i !tom L, ND, �E£T10 - - � y j :; �T -r :. •. � :, - - - - -_ - - _ - > ! ` Lil- r - - ' -F 3" ?;' FGr"CE A1A!tl \ \ 3" PVC F0REE M-ZN -� 3" PVC FORCE ±dPl'J � I > I \ \ e r 1 1 \ V A i i ACCESS, O 9lli��l�l''.-, \ • ['I� i • Ito r f; E �_�� I _ lip• I Q) .AT til Rt _37 as . - W II PLAY C INN = 892.06 t � �' � 5 "PL,35z ;t` = 891.96 % ' j 1 GPoLE° - ' I 26 I23 1 iO ,' MH 1 _ E / TC 99 of 20 R1 j S IC I PTJ = 89 3 ° O 'I J I (2-3!/ I PL.P # ` Ljj 4 4 ! 24 1 t; f ✓ iJ C- E LE. C B r Q 12 ! A U f o EM GT 1 ! { 1� { 0 �� 12P, -� i 6 � W� o l 9 �, � -Lj - RAVEL - ti w 19 !-- { G � 400, I 6 �- \ { 26 ! w � � RASS �'C � I � . G I 3 I i � E 23 THE I- - - ° PR TECTION _ PR OTE N FEN { > FENCE 12 '� 1 � � PIN � PIN A � � { kONC 1 "TREE 3 PI 3 PIN PIN . 3 I 2 NE _ _ GRASS 26 0 I1 I � � 24 1 4"T � i # 12 I - - co i 23 I k• �8- -� X898 I i 1 6 { I --FF -8 .69 - + - - - - -- F.F.E. � Im� ,. 9.19 I °� CPO ♦ � � 21 � I I ! ° 6 E 1 GRAVE `b ALUM POLE BARN I ...� { 10 • W GRAV FLOOR 22 I l 0 f30 { I ! ° 23 ST 1@ _ - 1 1 oQ� 76 GRASS I 24 / 1 STR. W9 _ 4 48=} ICVO \ ` i N i Y� s QP � #F G\ STR. #12 / � � 140 f � Vo j A0, / / \ x� 95 \ 1 1 \ ��V Ohl LLJ LLJ 93 LLJ LLJ Z Z o Fes\ V_yr 9 R. 15 \ STR. �897-'�� J 1 !coNrRAcrsa-a u IN AND AROUND EAST PIPELINE. � 2. CONTRACTOR T6 C 1- 800 - 382 -5544 AT DAYS) PRIOR TO ANY WAYS T EASTER REP SENTATNE PREP NO CONFLICTS W 3. CONTRACTOR IS RE NECESSARY SAFETY P HELD RESPONSIB LE,/F STR. 25 � STR. >, Ld LLI LL- LLJ ol NOWITH 9 DEVvqOL0�0�� pi���° �iI�C�Q 'to' � GEri 0TE88 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & RIGGERT, INC., BLOOMINGTON, IN. 47403 THE ODLE MCGUIRE & SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION_ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS PRIOR TO BEGINNING ALL WORK. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS AND DEMOLITION. 4. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF UNIDENTIFIED FIELD TILE OR OTHER UTILITIES ARE FOUND DURING EXCAVATION. 4. SEE SHEET LOV -100 FOR LEGEND. LA=C �W vu ng� U [=*: � 1. EXISTING TREE AND ROOTS TO BE REMOVED COMPLETE. 2. EXISTING SHRUBS TO BE REMOVED COMPLETE. 3. REMOVE SIGN AND CONCRETE BASE COMPLETE; RETURN SIGN TO OWNER. 4. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. REINFORCE POLES DURING CONSTRUCTION, IF NEEDED. 5. REMOVE EXISTING GAS METER AND PIPING COMPLETE; COORDINATE REMOVAL WITH INSTALLATION OF NEW SERVICE- REFER TO 'P' SERIES DRAWINGS. 6. SEE ELECTRICAL PLANS FOR DEMOLITION INFORMATION AND TREATMENT OF EXISTING AND TEMPORARY POWER AND LINES. 7. REMOVE EXISTING CONCRETE CURBING. SAWCUT EDGES ADJACENT TO CURBING THAT REMAINS. 8. REMOVE EXISTING ASPHALT PAVING AND BASE. SAWCUT EDGES ADJACENT TO PAVING THAT REMAINS. 9. REMOVE EXISTING CONCRETE RETAINING WALL COMPLETE. 10. REMOVE EXISTING FENCING, POSTS AND GATES COMPLETE. 11. EXISTING CONCRETE TO REMAIN. 12. REMOVE EXISTING CONCRETE PAVEMENT COMPLETE. 13. REMOVE EXISTING CONCRETE LIGHT POLE BASE COMPLETE; STORE LIGHT POLE IN SECURE LOCATION. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 14. REMOVE EXISTING PIPE BOLLARD COMPLETE. 15. REMOVE EXISTING STORM STRUCTURE, CASTING AND PIPING COMPLETE; CAP OR PLUG ANY PORTION TO REMAIN WATERTIGHT. 16. REMOVE EXISTING WOOD STEPS AND DECK COMPLETE. 17. EXISTING CONCRETE CURB TO REMAIN. 18. EXISTING SIGN TO REMAIN. 19. EXISTING TREE OR SHRUB TO REMAIN- PROTECT DURING CONSTRUCTION. 20. EXISTING PORTABLE CLASSROOMS TO REMOVED BY OWNER. 21. EXISTING 3 CAR GARAGE AND CONCRETE SLAB TO BE REMOVED COMPLETE. 22. EXISTING POLE BARN TO BE REMOVED COMPLETE. 23. EXISTING TREE TO BE RELOCATED- REFER TO. LANDSCAPE PLANS FOR NEW LOCATION. 24. EXISTING GRAVEL TO BE REMOVED COMPLETE. 25. REMOVE EXISTING SANITARY PIPING COMPLETE.. COORDINATE REMOVAL WITH INSTALLATION OF NEW SERVICE - REFER TO 70 0 SERIES DRAWINGS. 26. INSTAL TREE PROTECTION FENCE; 4' HGT. POLYVINYL MESH CONSTRUCTION FENCE WITH STEEL POSTS @ 8' O.C.; INSTALL 6 GAUGE TOP WIRE LOOPED THROUGH PLASTIC MESH AND SECURED TO POSTS. AREA OF ASPHALT TO BE REMOVED AREA OF CONCRETE TO BE REMOVED HOLEY L;0"MLEY SAYS O)OMIT 00(a D'a L U M uL2 ul" "IT'S THE LAXW91 CALL 2 WORKING DAYS BEFORE YOU DIG 1=800=382=5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. R IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING �2 17 V)LQV� Ste: , I/ ^1\ iPe �grg4600` Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I-- REVISIONS z O F=- O z LJU cn d Q U V D J m U w D Q U Q W O O z z V 2 �n w Z Q Z Q Z LLJ :E Q V O Copyright 2006 by TFE pDLE McQm & SFiOpEC CORPORATION Capydd+t ndudes ardieearal worfc, bu3dng desg . plans or d1rawiigs, and speclfkations. /vclitectural wade is the Duval form as wd as the arrargemdrt and mmpositlan of spaces and dcncrts in the desf6m Reproduction wHliout written pamicsion is prohbited. PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: g� CHECKED BY: BWR DESIGNED BY: ILRF SITE DEMOLMON PLAN AREA 'B' / STR. 25 � STR. >, Ld LLI LL- LLJ ol NOWITH 9 DEVvqOL0�0�� pi���° �iI�C�Q 'to' � GEri 0TE88 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & RIGGERT, INC., BLOOMINGTON, IN. 47403 THE ODLE MCGUIRE & SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION_ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS PRIOR TO BEGINNING ALL WORK. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS AND DEMOLITION. 4. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF UNIDENTIFIED FIELD TILE OR OTHER UTILITIES ARE FOUND DURING EXCAVATION. 4. SEE SHEET LOV -100 FOR LEGEND. LA=C �W vu ng� U [=*: � 1. EXISTING TREE AND ROOTS TO BE REMOVED COMPLETE. 2. EXISTING SHRUBS TO BE REMOVED COMPLETE. 3. REMOVE SIGN AND CONCRETE BASE COMPLETE; RETURN SIGN TO OWNER. 4. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. REINFORCE POLES DURING CONSTRUCTION, IF NEEDED. 5. REMOVE EXISTING GAS METER AND PIPING COMPLETE; COORDINATE REMOVAL WITH INSTALLATION OF NEW SERVICE- REFER TO 'P' SERIES DRAWINGS. 6. SEE ELECTRICAL PLANS FOR DEMOLITION INFORMATION AND TREATMENT OF EXISTING AND TEMPORARY POWER AND LINES. 7. REMOVE EXISTING CONCRETE CURBING. SAWCUT EDGES ADJACENT TO CURBING THAT REMAINS. 8. REMOVE EXISTING ASPHALT PAVING AND BASE. SAWCUT EDGES ADJACENT TO PAVING THAT REMAINS. 9. REMOVE EXISTING CONCRETE RETAINING WALL COMPLETE. 10. REMOVE EXISTING FENCING, POSTS AND GATES COMPLETE. 11. EXISTING CONCRETE TO REMAIN. 12. REMOVE EXISTING CONCRETE PAVEMENT COMPLETE. 13. REMOVE EXISTING CONCRETE LIGHT POLE BASE COMPLETE; STORE LIGHT POLE IN SECURE LOCATION. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 14. REMOVE EXISTING PIPE BOLLARD COMPLETE. 15. REMOVE EXISTING STORM STRUCTURE, CASTING AND PIPING COMPLETE; CAP OR PLUG ANY PORTION TO REMAIN WATERTIGHT. 16. REMOVE EXISTING WOOD STEPS AND DECK COMPLETE. 17. EXISTING CONCRETE CURB TO REMAIN. 18. EXISTING SIGN TO REMAIN. 19. EXISTING TREE OR SHRUB TO REMAIN- PROTECT DURING CONSTRUCTION. 20. EXISTING PORTABLE CLASSROOMS TO REMOVED BY OWNER. 21. EXISTING 3 CAR GARAGE AND CONCRETE SLAB TO BE REMOVED COMPLETE. 22. EXISTING POLE BARN TO BE REMOVED COMPLETE. 23. EXISTING TREE TO BE RELOCATED- REFER TO. LANDSCAPE PLANS FOR NEW LOCATION. 24. EXISTING GRAVEL TO BE REMOVED COMPLETE. 25. REMOVE EXISTING SANITARY PIPING COMPLETE.. COORDINATE REMOVAL WITH INSTALLATION OF NEW SERVICE - REFER TO 70 0 SERIES DRAWINGS. 26. INSTAL TREE PROTECTION FENCE; 4' HGT. POLYVINYL MESH CONSTRUCTION FENCE WITH STEEL POSTS @ 8' O.C.; INSTALL 6 GAUGE TOP WIRE LOOPED THROUGH PLASTIC MESH AND SECURED TO POSTS. AREA OF ASPHALT TO BE REMOVED AREA OF CONCRETE TO BE REMOVED HOLEY L;0"MLEY SAYS O)OMIT 00(a D'a L U M uL2 ul" "IT'S THE LAXW91 CALL 2 WORKING DAYS BEFORE YOU DIG 1=800=382=5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. R IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING �2 17 V)LQV� Ste: , I/ ^1\ iPe �grg4600` Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I-- REVISIONS z O F=- O z LJU cn d Q U V D J m U w D Q U Q W O O z z V 2 �n w Z Q Z Q Z LLJ :E Q V O Copyright 2006 by TFE pDLE McQm & SFiOpEC CORPORATION Capydd+t ndudes ardieearal worfc, bu3dng desg . plans or d1rawiigs, and speclfkations. /vclitectural wade is the Duval form as wd as the arrargemdrt and mmpositlan of spaces and dcncrts in the desf6m Reproduction wHliout written pamicsion is prohbited. PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: g� CHECKED BY: BWR DESIGNED BY: ILRF SITE DEMOLMON PLAN AREA 'B' r`i. t e` : 125 TOTAL PARKING SPACES I FUTURE BUILDING AREA ; C-4 U CONTRACTOR TO MAINTAIN AISS IO ..BESIDaCE- _ AT ALL TIMES. [-CONTRACTOR TO MAINTAIN ACCESS TO RECEIVING AREA _ AT ALL TRIES. i 0 r L c PLANTING 7 _ 5 , , v LANTING _ ��v ALTERNATE // „�,.� �cve _ r y 1 _ AREA F.F.E. 897.50 00 0 STORM DETENTION BASIN TYP. / - r }-- SITE FURNISHINGS f- 0 4 93 CN TO BE PROVIDED 2 C* 15 dft BY OWNER w ' ^ } a ` Q , o LA[ING PLANTING AREA- J 2 _ -- u, 900A 2 AREA o 94 -10 ALTERNATE o� \ TIP_ N fa .j. - I� ° 02751 .0 <c 28 4 D o :Cjo i to v U 13 rn �° Ti O p 20 CANOPY 19 19 J �, c,AN 2 � s,• a 10 ABOVE 10 w - - o 13 cn v c-I N c� o \ Y 21 N - CONTRACTOR TO PROTECT \ � , • ' � � � 6 SOCCER FIELD FROM 1 _ 0 Vi. - 24 20 ..`- ° ®�, 11 N I ALIGN - 24 �„ ALIG CONSTRUCTION DAMAGE 3 , cr, u 2 / / E - - 24 s / 4 5 02511.A 2 1 1 2' 7 / 24' I / vY \ cn 19 I \ / �. 20' U*) 21 PLANTING �- _ 1 AREA 28 P G 2' EXISTING SOCCER FIELD -- 28 / Y N ;a,. ` � � tCuo 28 N \ r 4 19 / 4 w ao N / 24 � 13 1 4 "' TYP_ e1Q 7 8 / 2 �$ \ A S 4 w LANTING / 1 0 �- PLANTING - `v AREA _ 1 AREA 2 �\ / 20' DO NOT STORE EQUIPMENT ! 9 25 - 1 5, PER HALE DRAINAGE EASEMENT i OR VEHICLES ON FIELD / i - - -0 -r 3 4 \ NZc).77 4 j 5 Z6 lot o o ! O 2 ,. Uj I ---- ------ ------ --- --_- _- ____ -____ -- _-- ____- __- ______ \ o _ / Q o �cvb _ / W EXTEND SIDEWALK MIN_ \ \ � / W1 w , � 3 PAST GATE OPENING ±Z � ' MATCH STING 00 ' BALK I�flD - ! 75 246 \ / Q / - _ \ I 1 EXISTING TE NNI S COURTS o _ I ` ------------------------------------------------ - - - - -- - y ` I ! of - I w Q _ Q NEW PRACTICE SOCCER FIELD M ;, I �i� l� l� ..r_..._ fl \ \ I / z z __ � • .. AGE EASEMENT ° � NEW DRAIN \ f- j- I _ ! / � t \j top\ / NOTE:\ \ o - : _ �� / 1 _ CONTRACTOR TO USE EXTREME CAUTION WORKING i q �- ��/ IN AND AROUND EASTERN PANHANDLE EXISTING PIPELINE. Fq i ",'I CONTRACTOR TO CONTACT INDIANA ONE CALL AT 800- 382 -5544 AT LEAST 48 HOURS (2- WORKING DAYS) PRIOR TO ANY ACTIVITY VATHIN PIPELINE RIGHT-OF- /001 WAY SO THAT EASTERN PANHANDLE MAY HAVE A / REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE. / / / 3. CONTRACTOR !S RESPONSIBLE FOR TAKING ALL 40 / 1'' C-ESSARY SAFETY PRECAUTIONS AND WILL BE RESPONSIBLE F R 14ELD 0 ANY DAMAGES CAUSED ` y \ �, y, .•. . .. ,;� d / / % . ' : :P I P ELINE OR PROPERTY AS A RESULT OF THEIR WORK. / Xe 0_1 - STORM DETENTION BASIN +; t •41 o LID Q� / ----- 90.01 LO \ w ------ ..- .__,_----------- - - - - -- -- coo / LIMITS OF CONSTRUCTION 4...r down - z / Jill- • may. '..L a_ / 05e/ -3 cenrvr�f n a x\frnm n non /a nn_ ca nri a s in 9 (3EP E�L%L MOTE808 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO EXCAVATION. 2. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE, TAPP & RIGGERT, INC., BLOOMINGTON, INDIANA. THE ODLE MCGUIRE & SHOOK CORP. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION_ 3. ALL RADII ON SIDEWALK INTERSECTIONS SHALL BE 5' RADIUS UNLESS OTHERWISE NOTED. 4. SEE SHEET LOV -100 FOR LEGEND. SITE SIZE 113.5 ACRES f PARCEL ZONING- PROPOSED SU -1 EXISTING BUILDING SIZE: NEW ADDITION SIZE: TOTAL NUMBER OF CLASSROOMS: NUMBER OF PARKING SPACES: CAR SPACES HANDICAP SPACES: TOTAL CAR PARKING: APPROX. 36,168 S.F. APPROX. 45,000 S-F_ 20 DC��QOf� �o 214 15 229 O1 STANDARD DUTY ASPHALT -SEE DETAIL 1/L-601. O CONCRETE PAVING, 4" THICK -SEE DETAIL 2/L -601. O CONCRETE PAVING, 6' THICK -SEE DETAIL 2/L -601. O CONCRETE CURB -SEE DETAIL 4/L -601. O5 INTEGRAL CURB &WALK -SEE DETAIL 5/L -601. O CONCRETE STOOP -SEE DETAIL 6/L -601. O7 HANDICAP SYMBOL -SEE DETAIL 9/L -601. 8O HANDICAP RAMP -TYPE 'A'- SEE DETAIL 12 /L -601_ 9O NEW STOP SIGN- REFER TO DETAIL 10 /L -601. 1 D HANDICAP VAN PARKING SIGN- SEE DETAIL 11/L-601- 11 HANDICAP CAR PARKING SIGN- SEE DETAIL 11/L-601. 12 NEW CONCRETE LIGHT POLE BASE; REFER TO ELECTRICAL DRAWINGS. 13 4" PAINTED STRIPING, TYPICAL_ 14 STOP BAR - SEE DETAIL 14/L -601. 15 45' - 4" PAINTED STRIPING- SPACE 2' O.C. 16 6"0 PIPE BOLLARD- SEE DETAIL 8/L -601. 17 NEW HEAVY DUTY ASPHALT - SEE DETAIL 21/L-601. i 8 CONCRETE PAD FOR NEW TRANSFORMER; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 19 STONE MULCH -SEE DETAIL 16/L -601. 20 HANDICAP RAMP - TYPE 'B' - SEE DETAIL 13/L -601. 21 'NO PARKING' SIGN - SEE DETAIL 10 /L -601. 22 NEW CONCRETE CURB LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 23 NEW HANDICAP RAMP LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 24 CONCRETE PAD FOR NEW MECHANICAL EQUIPMENT; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO M SERIES DRAWINGS FOR MORE INFORMATION. 25 NEW ASPHALT PAVEMENT LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS 26 WOOD SCREEN FENCE- SEE DETAIL 17/L-601. 27 CONCRETE WHEEL STOPS- SEE DETAIL 7/L -601. 28 CONCRETE CURB TAPER- SEE DETAIL 4/L -601. 29 CONCRETE ROLLED CURB- SEE DETAIL 15/L -601. 30 NEW TRAFFIC PAVEMENT MARKINGS - SEE DETAIL 14/L -601 AREA OF NEW HEAVY DUTY ASPHALT AREA OF NEW ASPHALT IN R.O.W. P 17 j��fJ(�_ (IQ 1���, REF_: INDEX SHEET FOR 1E� U U\1 C1 o COMPLETE LIST OF KEYNOTES NOT ALL KEYNOTES ARE USED OR NOTED ON EACH SHEEP. 113ve oz ar�rrasu 02511-A CONCRETE WHEEL STOPS 02751.A CONSTRUCTION JOINTS _B CONTROL JOINTS .0 ISOLATION JOINTS /EXPANSION JOINTS 02821 -A WOOD FENCE 02900 -A AGGREGATE U'4%*7EV PLAPJ Ste: , - =,00o" G,ulre,&410 tae °� L OO O 0 n� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I I REVISIONS z O C:) z W C/7 d Q U V z D J m U w D Q V Q I I I z J U cry 2 V I H �n w 2 Q a Z w Q V © Copyright 2006 by nE COLE McaXtE & SHM CORPORATION CPy4t 'rKbies arc haectmal work, bul&g dew, plans or ciawings, and spedficatiom A"± tectiral walk is the overal farm as wel as the arrangement and cw positim of spaces and its in the design ReFx &Kfon wdmit written pvmission is profited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: Eff CHECKED BY: BWR DESIGNED BY: ERF SM LAYOUT PLAW APCA �e� ,- - 4 ; UMITS OF CONSTRUCTION _ All h±Afti N AA L-T� a. 4 c 02511-A o TYP. 27 TYP- �1 / 12 'f ' 12 Q 2 7. _ CANOPY CANOPY -PLANTING ABOVE TYP. ,= \� AREA , a 1 / 28 2 ,i -.._, 0 027, TYP. o_ "� 4 N o :. _ 4 / 4 cv .a # .. 4 / o v -- NG -- AREA 102 ... N „. 1 4 r Vill 5 4 - 0 P NEW BUILD CONTRACTOR TO MAINTAIN AISS IO ..BESIDaCE- _ AT ALL TIMES. [-CONTRACTOR TO MAINTAIN ACCESS TO RECEIVING AREA _ AT ALL TRIES. i 0 r L c PLANTING 7 _ 5 , , v LANTING _ ��v ALTERNATE // „�,.� �cve _ r y 1 _ AREA F.F.E. 897.50 00 0 STORM DETENTION BASIN TYP. / - r }-- SITE FURNISHINGS f- 0 4 93 CN TO BE PROVIDED 2 C* 15 dft BY OWNER w ' ^ } a ` Q , o LA[ING PLANTING AREA- J 2 _ -- u, 900A 2 AREA o 94 -10 ALTERNATE o� \ TIP_ N fa .j. - I� ° 02751 .0 <c 28 4 D o :Cjo i to v U 13 rn �° Ti O p 20 CANOPY 19 19 J �, c,AN 2 � s,• a 10 ABOVE 10 w - - o 13 cn v c-I N c� o \ Y 21 N - CONTRACTOR TO PROTECT \ � , • ' � � � 6 SOCCER FIELD FROM 1 _ 0 Vi. - 24 20 ..`- ° ®�, 11 N I ALIGN - 24 �„ ALIG CONSTRUCTION DAMAGE 3 , cr, u 2 / / E - - 24 s / 4 5 02511.A 2 1 1 2' 7 / 24' I / vY \ cn 19 I \ / �. 20' U*) 21 PLANTING �- _ 1 AREA 28 P G 2' EXISTING SOCCER FIELD -- 28 / Y N ;a,. ` � � tCuo 28 N \ r 4 19 / 4 w ao N / 24 � 13 1 4 "' TYP_ e1Q 7 8 / 2 �$ \ A S 4 w LANTING / 1 0 �- PLANTING - `v AREA _ 1 AREA 2 �\ / 20' DO NOT STORE EQUIPMENT ! 9 25 - 1 5, PER HALE DRAINAGE EASEMENT i OR VEHICLES ON FIELD / i - - -0 -r 3 4 \ NZc).77 4 j 5 Z6 lot o o ! O 2 ,. Uj I ---- ------ ------ --- --_- _- ____ -____ -- _-- ____- __- ______ \ o _ / Q o �cvb _ / W EXTEND SIDEWALK MIN_ \ \ � / W1 w , � 3 PAST GATE OPENING ±Z � ' MATCH STING 00 ' BALK I�flD - ! 75 246 \ / Q / - _ \ I 1 EXISTING TE NNI S COURTS o _ I ` ------------------------------------------------ - - - - -- - y ` I ! of - I w Q _ Q NEW PRACTICE SOCCER FIELD M ;, I �i� l� l� ..r_..._ fl \ \ I / z z __ � • .. AGE EASEMENT ° � NEW DRAIN \ f- j- I _ ! / � t \j top\ / NOTE:\ \ o - : _ �� / 1 _ CONTRACTOR TO USE EXTREME CAUTION WORKING i q �- ��/ IN AND AROUND EASTERN PANHANDLE EXISTING PIPELINE. Fq i ",'I CONTRACTOR TO CONTACT INDIANA ONE CALL AT 800- 382 -5544 AT LEAST 48 HOURS (2- WORKING DAYS) PRIOR TO ANY ACTIVITY VATHIN PIPELINE RIGHT-OF- /001 WAY SO THAT EASTERN PANHANDLE MAY HAVE A / REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE. / / / 3. CONTRACTOR !S RESPONSIBLE FOR TAKING ALL 40 / 1'' C-ESSARY SAFETY PRECAUTIONS AND WILL BE RESPONSIBLE F R 14ELD 0 ANY DAMAGES CAUSED ` y \ �, y, .•. . .. ,;� d / / % . ' : :P I P ELINE OR PROPERTY AS A RESULT OF THEIR WORK. / Xe 0_1 - STORM DETENTION BASIN +; t •41 o LID Q� / ----- 90.01 LO \ w ------ ..- .__,_----------- - - - - -- -- coo / LIMITS OF CONSTRUCTION 4...r down - z / Jill- • may. '..L a_ / 05e/ -3 cenrvr�f n a x\frnm n non /a nn_ ca nri a s in 9 (3EP E�L%L MOTE808 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO EXCAVATION. 2. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE, TAPP & RIGGERT, INC., BLOOMINGTON, INDIANA. THE ODLE MCGUIRE & SHOOK CORP. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION_ 3. ALL RADII ON SIDEWALK INTERSECTIONS SHALL BE 5' RADIUS UNLESS OTHERWISE NOTED. 4. SEE SHEET LOV -100 FOR LEGEND. SITE SIZE 113.5 ACRES f PARCEL ZONING- PROPOSED SU -1 EXISTING BUILDING SIZE: NEW ADDITION SIZE: TOTAL NUMBER OF CLASSROOMS: NUMBER OF PARKING SPACES: CAR SPACES HANDICAP SPACES: TOTAL CAR PARKING: APPROX. 36,168 S.F. APPROX. 45,000 S-F_ 20 DC��QOf� �o 214 15 229 O1 STANDARD DUTY ASPHALT -SEE DETAIL 1/L-601. O CONCRETE PAVING, 4" THICK -SEE DETAIL 2/L -601. O CONCRETE PAVING, 6' THICK -SEE DETAIL 2/L -601. O CONCRETE CURB -SEE DETAIL 4/L -601. O5 INTEGRAL CURB &WALK -SEE DETAIL 5/L -601. O CONCRETE STOOP -SEE DETAIL 6/L -601. O7 HANDICAP SYMBOL -SEE DETAIL 9/L -601. 8O HANDICAP RAMP -TYPE 'A'- SEE DETAIL 12 /L -601_ 9O NEW STOP SIGN- REFER TO DETAIL 10 /L -601. 1 D HANDICAP VAN PARKING SIGN- SEE DETAIL 11/L-601- 11 HANDICAP CAR PARKING SIGN- SEE DETAIL 11/L-601. 12 NEW CONCRETE LIGHT POLE BASE; REFER TO ELECTRICAL DRAWINGS. 13 4" PAINTED STRIPING, TYPICAL_ 14 STOP BAR - SEE DETAIL 14/L -601. 15 45' - 4" PAINTED STRIPING- SPACE 2' O.C. 16 6"0 PIPE BOLLARD- SEE DETAIL 8/L -601. 17 NEW HEAVY DUTY ASPHALT - SEE DETAIL 21/L-601. i 8 CONCRETE PAD FOR NEW TRANSFORMER; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 19 STONE MULCH -SEE DETAIL 16/L -601. 20 HANDICAP RAMP - TYPE 'B' - SEE DETAIL 13/L -601. 21 'NO PARKING' SIGN - SEE DETAIL 10 /L -601. 22 NEW CONCRETE CURB LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 23 NEW HANDICAP RAMP LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 24 CONCRETE PAD FOR NEW MECHANICAL EQUIPMENT; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO M SERIES DRAWINGS FOR MORE INFORMATION. 25 NEW ASPHALT PAVEMENT LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS 26 WOOD SCREEN FENCE- SEE DETAIL 17/L-601. 27 CONCRETE WHEEL STOPS- SEE DETAIL 7/L -601. 28 CONCRETE CURB TAPER- SEE DETAIL 4/L -601. 29 CONCRETE ROLLED CURB- SEE DETAIL 15/L -601. 30 NEW TRAFFIC PAVEMENT MARKINGS - SEE DETAIL 14/L -601 AREA OF NEW HEAVY DUTY ASPHALT AREA OF NEW ASPHALT IN R.O.W. P 17 j��fJ(�_ (IQ 1���, REF_: INDEX SHEET FOR 1E� U U\1 C1 o COMPLETE LIST OF KEYNOTES NOT ALL KEYNOTES ARE USED OR NOTED ON EACH SHEEP. 113ve oz ar�rrasu 02511-A CONCRETE WHEEL STOPS 02751.A CONSTRUCTION JOINTS _B CONTROL JOINTS .0 ISOLATION JOINTS /EXPANSION JOINTS 02821 -A WOOD FENCE 02900 -A AGGREGATE U'4%*7EV PLAPJ Ste: , - =,00o" G,ulre,&410 tae °� L OO O 0 n� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I I REVISIONS z O C:) z W C/7 d Q U V z D J m U w D Q V Q I I I z J U cry 2 V I H �n w 2 Q a Z w Q V © Copyright 2006 by nE COLE McaXtE & SHM CORPORATION CPy4t 'rKbies arc haectmal work, bul&g dew, plans or ciawings, and spedficatiom A"± tectiral walk is the overal farm as wel as the arrangement and cw positim of spaces and its in the design ReFx &Kfon wdmit written pvmission is profited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: Eff CHECKED BY: BWR DESIGNED BY: ERF SM LAYOUT PLAW APCA �e� d I ¢_m LJ LLJ L U t..0 z L) -� 4 6" 2" 3" TO C00 0110 rE ALL A • LIGN CENTERU i i RIC IN THE RIGHT- 0 �' -',` IAY � � WITH DRIVES rte. T CnY OF' CARM& CONC. WALK MBD MRn rfl STREET CENTERLINE 11 6TH STREET _±SCUT LINE - -- R :7.0 /� � 2. t�0=ftkACTOR TO CONTACT INDIANA ONE -CALL AT \ X 1- �3tfl -382 -5544 AT LEAST 48 HOURS (2- WORKING � Rte' P�,S moo. � 13 DkS) PRIOR TO ANY ACTIVITY WITHIN PIPELINE RIGHT -OF- TYP- t3 � ?, 4 �`> >>i/ '�IA'f :�c� THAT EASTERN PANHANDLE MAY HAVE A \ Rr PRES!-_NTATIVE PRESENT TO ENSURE THAT THERE 5 `� 4 �L`tr ;�0 CONFLICTS WITH THE PIPELINE. 3�s}�G 02751.0 "� ��, 28 S. CW,'�RACTOR IS RESPONSIBLE FOR TAKING ALL � � lYP. r Cr '. / � I \ �y 02751.8 5 29 // � �I�L�J� RESPONSIBLE FOR ANY �DAMAGES wCAU ED � �• \ TO PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. 104 TOTAL PARKING SPACES EXISTING SOCCER FIELD / /�,�' \ / /"00?1 '101/ � DO NOT STORE EQUIPMENT OR VEHICLES ON FIELD 400� � \ .• \ / � 2 22..E � \ N T3� , �- I 4).7 4 / top sro! -17 400e;� I� �I �I I� SOD' 11 10 1 ow 42.7cs �� II II II II II II II II II SURE ATHLETIC FIELD AREA II II I� II II II II II II II II II rk.404 M0010 < _< X I bj </ S YE LAYOUT PLAM== A,... R1�Y� 9r�9 PLAV V- OTE-80 I. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO EXCAVATION. 2. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION_ PROVIDED BY BLEDSOE, TAPP of RIGGERT, INC., BLOOMINGTON, INDIANA. THE ODLE MCGUIRE & SHOOK CORP. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. 3. ALL RADII ON SIDEWALK INTERSECTIONS SHALL BE 5' RADIUS UNLESS OTHERWISE NOTED. 4. SEE SHEET LOV -100 FOR LEGEND. . o SITE SIZE 113.5 ACRES f PARCEL ZONING - PORD - SU -1 EXISTING BUILD '(,.? L7E: ~ APPROX. 36 168 S.F. NEW ADDITION SF/F: APPROX. 451000 S.F. l, TOTAL NUMB C C'sS�:CO: : 20 NUMBER OF PAR` a `i ' SPACES: CAR SPACES 214 HANDICAP SP,AC,ES: 15 TOTAL CAR PARKING: 229 ESTIMATED " SIZE OF IMGEg W_HICLE 30' MIN. TURNING .RADIUS 20' MAX. TURNING R01US 50' C r AU 11i F;� 0� LL \A G) STANDARD DLTFf ASPHALT -SEE DETAIL 1/L-601. 2 CONCRETE- PAV :jN1C; -4" - f19ICK - SEE DETAIL 2/L-601. 3 CONCRETE PAVING, 6" THICK - SEE DETAIL 2/L -601. 4 CONCRETE CURB - SEE DETAIL 4/L -601. 5 INTEGRAL CURB & WALK - SEE DETAIL 5/L -601. 6 CONCRETE STOOP - SEE DETAIL 6/L -601. 7 HANDICAP SYMBOL - SEE DETAIL 9/L -601. 8 HANDICAP RAMP -TYPE 'A'- SEE DETAIL 12 /L -601. 9 NEW STOP SIGN- REFER TO DETAIL 10 /L -601. i 0 HANDICAP VAN PARKING SIGN- SEE DETAIL 11 L -601. 11 HANDICAP CAR PARKING SIGN- SEE DETAIL 11A-601. 12 NEW CONCRETE LIGHT POLE BASE; REFER TO ELECTRICAL DRAWINGS. 13 4" PAINTED STRIPING, TYPICAL. 14 STOP BAR - SEE DETAIL 14/L-601. 15 45' - 4" PAINTED STRIPING- SPACE 2' O.C. 16 6"0 PIPE BOLLARD- SEE DETAIL. 8/L -601. 17 NEW HEAVY DUTY ASPHALT - SEE DETAIL 21/L-601. 18 CONCRETE PAD FOR NEW TRANSFORMER; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 19 STONE MULCH -SEE DETAIL 16/L -601. 20 HANDICAP RAMP - TYPE 'B' - SEE DETAIL 13/L-601. 21 'NO PARKING' SIGN - SEE DETAIL 10/L-601. 22 NEW CONCRETE CURB LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 23 NN HANDICAP RAMP LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS. 24 CONCRETE PAD FOR NEW MECHANICAL EQUIPMENT; VERIFY PAD THICKNESS, SIZE AND LOCATION IN FIELD. REFER TO M SERIES DRAWINGS FOR MORE INFORMATION. 25 NEW ASPHALT PAVEMENT LOCATED IN R.O.W.; REFER TO CITY OF CARMEL STANDARD DETAILS 26 WOOD SCREEN FENCE- SEE DETAIL 17/L-601- 27 CONCRETE WHEEL STOPS- SEE DETAIL '7 / L -601. 28 CONCRETE CURB TAPER- SEE DETAIL 4/L-601. 29 CONCRETE ROLLED CURB- SEE DETAIL 15/L-601. 30 NEW TRAFFIC PAVEMENT MARKINGS - SEE DETAIL 14/L -601 :•:•:•:•:•' AREA OF NEW HEAVY DUTY ASPHALT AREA OF NEW ASPHALT IN R.O.W. � e�EVc�o��qo �o�PINDEX � o�oTEs NOT ALL KEYNOTES ARE USED OR NOTED ON EACH SHEET alve 02 A C 02511 -A CONCRETE WHEEL STOPS 02751.A CONSTRUCTION JOINTS -B CONTROL JOINTS _C ISOLATION JOINTS /EXPANSION JOINTS 02821.A HOOD FENCE 02900A AGGREGATE AAcGI LlP@' 13 00 0 o ° 00 Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I- - - I REVISIONS 2 O F=- O z W tote) d Q V U Z D J m V w D Q V Q W O O z v z U 2 �n w z © Copyright 2006 by 1M OW MCOLVE & sH= CORPMATM CopyVd kxkmift atd*echrA work, bulcke des*,, plans ar ckawkW, and specif'icatiom Architectural work is the overal fam as wet as the arrangement NW ampm bn of spaces and duets in the desigm Reproduction without written permission is prohbited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: IMF CHECKED BY: BWR DESIGNED BY: BRF SITE LAYOUT PLAN- A Z Q 0 z J cLJJ Q V GENERAL © �� ire v* 1 _ -CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE UX7 CATION OF ANY BURIED UTILITIES PRIOR TO C� 0 - - - -AU , 5' .z '� - PROPLRTY BOUNDARY, TOPOGRAPHIC AND \ 4 1""TING ' UT11ITY INFORMATION PROVIDED BY BI C RUNE _ 9 116TH STR E T - TAPP -& QIGGERT, INC., BLOOMINGTON, INDIANA. �= r. �� °° .rr�.� -��a �� �r �.. - - oar r r r r r .�" r �� �� �� r �.s r .r. �+ 1 400 41001010 WOMEN, INBORN, INED aO_ THE ODLE MCGUIRE . 5c SHOOK CORP. IS NOT RESPONSIBLE FOR THE ACCURACY -- .OF THE INFO - _ MB � 3_ SEE SHEET LOV -100 FOR LEGEND. Master Planning -897 Architecture a 90 _ a 6 94 a90 Landscape Architecture 2 STR. 1 _ I. 1.50 - Engineering .�, �. - - °„ � - - �_ �. I r, ND TIO - - ._ -. - .._ - - - Interior Design 0 NSTRUCTION - -� �. . Technology Design j 892 `9 :,R T� A r \ 1 40 FR T Y D TBACK M. '.G A. �5 T PROPOSED 40 BWG. SEfUAC _ _ /. . - �� - - �. r - - r �..ar...as v......r.� �.� �� - .o..:. +ate+s ""a ra.:e awa. w ® w* ar.00 ao i� �m �� ��� o. - ® -s sus o.r .�e� i. aaiaw terra. aaa.. s� ,ava�s c: w �� .�. -...s - :..-i ui .�. �� c.c...s �..sa :..�...rr� .sir ...-.+ ..--.� �} ....�..► .a...�a > ..r a:::� =mar a•..... csu .. � _v acv .__.s ,sue. +ci .� �..+ s..za r .;_�+o _d �® � .� r �� r - - �w �a c .mss .ss�r �s ,ei r r r �. ` 7j / / 5875 Castle k Parkway nT ALL , ScHao� s��� � " _ as a ree % HP 96.5 _ I 9 M E G . • Suite 440 ` Indiana 46250 f Indianapolis, !n 8 _60 317.842.0000 s _ , Fax 317.842.4345 U O - � o 9 - O 8 7.60 oms�omscorp.net 897.95 � - -a D A U . M.E.G. 897.50 _„ 1 o C 6765 North State Road 37 � D o r Q - P.Q. Box 2149 o - Bloomington, Indiana 47402 � Q M.E.G. - sm ' c C o 0 0 RACT 0 LW 812.876. 2020 896.22 AC T ECE G Fax 812.876.2047 897.50 9 STR. BC 895.72 TC x.03 o 1 1 1 _ AT S. Lo BC 896 T 6. UMIT OF CONSTRUCTIO , TC 896.37 STR. - T 897.0 C `� TC 6.60 _ 0 897.60 ------- -.- - -- - -�- - -- - =1100000 0111001010 TC89.41 PCJM.48 E.G., . C 895.87 _ C 896.5 94 .E.G• .E.G_ . _E_ � o BC 895.1 TC �5.� BC 89fi.60 _E_G_ �o 0 896.96 CONTRACTOR TO MAINTAIN 897.95 7. _-P B 896.46 EMERGENCY EGRESS FROM $ ' 896 / � TC 896.9 R7 6. 0 0 0 0 0 0 0 0 o BUILDING AT ALL TIMES. 1 BC 896.4 0 8.5.30 `� 896.70 IM 4. / TC 6.42 896- / BC 95.92 TC 896.62 8 896.54 • 896.54 ' � BC 896.1 _ 0 8 896.58 • o � = 85.5.9 9 .00 895.90 C 896.49 C 896 -50 896.50 Tr TC 896.64 BC 896.00 STR. fm // 4' 1 BC 89614 ,� TC 896.50 89780 STR. / 897.2fi 895.04 ' a�Lt.G. TC 897.00 TC 896. �� _E_G_ 5.97 - / BC 897.00 C 896 6 BC 896.00 $97.17 7 2 696 . _ 97.22 8g5 TC 896.83 896.66 . 6 � _ BC 896.3 896.1 8 .- f 9 ' �, .30 / 896.76 g - M.E.G. S . � TC 898.14 89 j.10 897. 7 � 97 37 97.1 / �°` BC 897.64 T 897.90 C gg7.3 6.50 96.g 895.86- 897.40 /.r, 6' 895 .7 9� / BC 896.80 8 6.77 T 96 -48 89 .06 TC 896. 8 895.5 7 97.2 \ 896.52 BC 89 _27 B 895.98 C 896.28 7 2 . / 895.12 / C 89 2 TC 897 TC 896 -96 I C 897.22 BC 89 _60 TC 896.95 ago 896.7 BC 896.4E 7 895.75 / 896.85 �. 8 '0 / 895 .62 $95 "� 8 7- / -- ---- .••._. �,. \ Icvo C 896.45 BC 896_ / C 896.35 TC 896.6 STR. 118 i 97.50 - T . 8 C 896.14 i�:.! 70 � �°� // #.t X4.20 / STORM D NTION N C 89fi 1 896.88 � � _38 TG 8 _6 BC 896 96.32 896.33 7 9 . / BC 8 6.1 8 .3 StR. � 90,3 f g C 895.83 ,,: ---H 894.15 TC 896.55 7 STR. -41DD 893.50 �9 _ I 896.36 96.54 896.40 7 89 • 1 �h � 6 895.72 896. 89-644 7 1 STR. R �g°c TR N10B IQU 898.87 9 6.04 11 0C 97.1 894.54 N TC 96_ - 70 6.8 1U894 �� 898.80 895.73 895.59' 890/.44 � ^ o, STR. 8 6.72 896. 56.09 `° 896.96 895.1 _ 9s STR. �1 �° � 895.94 g - 9 2 896.2 s f 96.80 TC 896.72 7.34 89 •9 . 0 89 2 895.03 � f 14 896.78 BC 896.22 i 892.35 o� 896.70 7. g 894.78 T 9 2 9 .4 9 � � o C N- TRACTOR TO PROTECT C 896.20 96.78 7 894.6 _ CERTIFIED TC 896.66 SOCCER FIELD FROM 896.74 .�- TC 896.4 8 .z 897.15/ 8 7 896.77 96-66 BC 896.16 f 8 ��� Gp�/ CONSTRUCTI - DAMAGE / 89 � 895• TC 89 6.25 / -`'� C 897.27 BC 895.7 C _ f 7.03 T 96.82 BC 896.77 � 8 •�= _ - 4- �� 96.50 B 89 _ C 896.3 b 896.25 h TC 897.10 f--- C - 0 .25 / EXISTIN SOCCER FIELD / � BC 895.7 - � BC 89 7 / HP 894 -80 TC 6.70 TC 897.0 / � HP 95.70 .6 89 . 1 8 TC�96.47 6 TC 896.70 STR. 19 896.3 TC _ � f C 89 .73 w50 BC 896.70 �°' s R 96.00 8 .2 $gh - 1 � C 896.7fi - BC 8 1 7 / FL 895.50 C 896.26 BC 895.35 X5.11 `.. � 894 � / °c ^.s1 Tc 89x.71, 0 STR. REVISIONS BC 89 6.21 89 6 -95 = - 894.60 1 9� / HP 896 50 TC 896 -0t s DO NOT STORE QUIPMENT IN77777 � TC 8 6. NT 3.6 � / g C .95- 3 HP 96.26 C 895.5 i '0 -� 893 7 OR VEHICLE ON FIELD �� 22f 896 -3 \ �-r 3, TC 896 -91 p 6- -�. .64 N,! 74 C 896.04 89 20 893.84 f BC 896.41 4�w j TC 896.3 898 891 0 BC 895.54 �, -Ro Q� ""�. 8� S. .6 / STR. 13� $g� �+ - ----------------------------- - - - - -- ---------------- r HP 896.50 w 897.30 I 00 � W 897.30 96.08 9 . \ Q 'Voo Lo 898 i W I � � 96.2s � �/ / ,�� \ �/ o I I .E.G. / k. . -..... z STR. 11 I i STR. 24 Q 0 895.25 / N / I f ;► I TR. 4 / 9 �� 897.30 I , 0 1 1 �-, ; (STING 1 I M NNIS c C.l..� CX) CPU \ c� co �n , STR` 1 / 897.2 co ; co C!� . I f � 897.3Q �. / 7 I L) (won 89 .01 HP 896.60 U� goo I 0D HP 903.75 / \ <C m I NEW SOCCER PRACTICE FIELD 1111 9 HP 903.75 00 897.30-/ < _ <C Lij r, I I I / / 2. HP $99.90 00 < >- I , Uj LU I J 1 I i I , c� STR. 11 E I 014, UNITS NSTRUCT \�9 NEW DRAINAGE EAS MENT / � 90� P 895.50 -5 uu ,30 �, ,oF / 90 / �� �� r Q oo � � Q � / / I o NOTE_ 9 �; / F Q \ �� �• 095X 1. CONTRACTOR TO USE EXTREME CAUTION WOR ING M PG/ / IN AND AROUND EASTERN PANHANDLE EXISTING �\ R. 15 �� #�/ �ti� ,oh , PIPELINE. INNU q�. 2. CONTRACTOR TO CONTACT INDIANA ONE CALL AT STR. � �� c ti 1 -800- 382 -5544 AT LEAST 48 HOURS (2- WORKING V / / DAYS) PRIOR TO ANY ACTIVITY WITHIN PIPELINE RIGHT -OF- 0 / STR. 25 STR. 21 � NAY SO THAT EASTERN PANHANDLE MAY HAVE A / I s97.3o � - / / 897.3 / REPRESENTATIVE PRESENT TO / ARE NO CONFLICTS N PIPELINE. / HP 896 -50 &\ 3. CONTRACTO RESPONSIBLE FOR TAKING ALL ETY PRECAUTIONS AND WILL BE _ ELD RESPONSIBLE FOR ANY DAMAGES CAUSED / �• �� TO PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. Q� o copyright 2006 STORM DETENTION BASIN Q� \ 9s FL 892.50 /�C� by THE OM McGJM & s�i= CORPMATM X17 c� Copyr& indudit and techmW work, btWM design, X1.26 / G a S /�� _ `9�\ plans or drawings, and sped icatiom Architecttral 0 9� work is the ov" fwn as wd as the arrangement ;J FL 891.50 �_ � / X19 190 and of spaces and its h the d�grL Q R wi�out written pelmiss,io�n s profited op STR. 1312C co - 9 \ 2 / o �� �� PROJECT. o �.� . - 05057 2 5 / � / _ A_ DATE: FEBRUARY 27 2006 �, SCALE: 1 -1 000 � Gas / s3 �, DRAWN BY. GBM 10 s$ 90 -01 _ Q�- Q� / CHECKED BY. BVVR 894 DESIGNED BY. 895 / _ (BM 896 � _ .��. 9031, � _ -- \ 897 898 99 - - co ._ - -- -- - - -- - - - - -- o NOW LIMIT ONSTRUCTION / b / - _ __ / - 901 900- 02- 905 90 SATE COADNG PLAN WE — 897 ---� 93 -- � ---- -� 893 896 9- I r 0ol rn ,mot. Imo_ / ISTING SOCCER FIELD / a � f STR. 13� a9a el-0001 Y4 i s Z" � w 1 � 1 � � w W i B9z NIZI R. 415 r I +1� I d I SiR. W C& / SiR. 25 SiR 21 \ \ \ \ 9\ / 9 SIGN Zrr JU J / \ </ I \\ \ 887--, � I I Ilo \ / f 8,gg nrniRF n4i Far- rin n AREA 1 CONC. WALK ICI :,,�09n 0tro",) 895 II II II JI SC 4 SETE Q"��nnQDo M rll' nul-I L A M ° Ann E A 'Ing' v cca��a GENERAL NO 1. CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO EXCAVATION. 2. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE, TAPP & RIGGERT, INC., BLOOMINGTON, INDIANA. THE ODLE MCGUIRE & SHOOK CORP. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION_ 3. SEE SHEET LOV -100 FOR LEGEND. I' &`7EV PLAV SCALE: 1'0= 1000 rME, I� 0 uire eg,sgo 0 / r 00 0V� 0 Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design a 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.Q. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED F"III' 11 REVISIONS z O Q 0 z LU cmr) CL= U V Z D J m V w D Q U Q W J 0 C) U cn 2 U >EM 2 H in w 2 Q Z Q Z CW L Q U O Copyright 2006 by DE ODIE McGURE & SFiooec CORPORArM Copyright :,dudes ardiitectral work, brsUig des4n, plans or drawings, and spedfiratiorss. Ardiitectmal work is die oven) f«m as wd as the arnngemmt and mnposltfon of spaces and derrnts in the des}► Reproduction without wrRten permission is praF$ited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: (BM CHECKED BY: BWR DESIGNED BY: GBM SITE CRAUNG PLAN AREA 131 1 C.Guire OAS -� GAS- - _- - 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILITIES PRIOR TO o ITEXCAVATION. 1�/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� _ _ _ _ _ LU _ _ _ _ p° �0 89s 116TH STRE T -- � � 2. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND ~ � O ------------ --� � TV - - - - - - - - - - - - - - - I - - - - - - - - - - EXISTING UTILITY INFORMATION PROVIDED BY �N Rsr. Rsr. sr. Rsr. Rsr. s . � � �r�, _ �,., BLEOSOE, TAPP & RIGGERT, INC., BLOOMINGTON,, INDIANA. - 0�• U - � � B THE ODLE MCGUIRE &SHOOK CORP. IS NOT RESPONSIBLE J -- � ---- _, FOR THE ACCURACY OF THE INFORMATION- Rsr. o � 6�8g5 I � � 90 _ ----- -- -s9� $96/ 9 � 843993_ ' 3. SEE SHEET LOV -100 FOR LEGEND. Master Planning ! 7 ' � � � 896. .6 1 4. IF FIELD TILE OR UNDERDRAINS ARE ENCOUNTERED _� _ ti DURING CONSTRUCTION, CONTACT ARCHITECT. RECONNECT Architecture - - - - - - - - - - - - - - - - - - - - - - - - ND rio - - EXISTING TILE OR UNDERDRAIN THAT DOES NOT REQUIRE Landscape Architecture PROPOSED RIGHT -OF -WAY REMOVAL _.., i � 899 F 9 � 8g - � ' P PEO EQUAL SIZE STORM STRUCTURE WITH EXISTING LINE. A Engineering CONTRACTOR iv J Interior Design PROPOSED 40' BLDG_ SETBACK � 40' FR N Y D TRACK 2 3° - -- ---------------------------------------------- - - - - -- - - - -- - - -- -- - - - - - - - - - - - - - - - - BSI Technology e g --- - - - - -- -Z - - - -- - -_ - - - -- - - -- -- - - - - -- - - -- AT ALL TIA��S1 I Design W 8'PUSI C INV = 89 oe �� �C� CO � ogy si n SCHOOI SIGN � S ' IASi C INV = 89.96 FIRE CNN CTN MH MH TC 89 .99 OH20 R1 • 5 � ' ' �4:; 5875 Castle Creek Parkway GM AS A � - Suite 440 O O Indianapolis, Indiana 46250 M0 LJ � � � 9p � � O �ELE e - e�� . O 317.842.0000 (�, A u Fax 317.842.4345 i�, M � � o oms(3omscorp.net 0 _ 1C o all 0 � � � � � � 6765 North State Road 37 LF OF 1 C Q 0 0 � CT 0 MAi P.O. Box 2149 � ' HDPE � P.2 p D � AC T EC G Bloomington, Indiana 47402 o w - AT ES. 812.876.2020 Q). UNITS of CO TRUCTION sM � � I.E. 2 � Fax 812.876.2047 O TC 5�.i.Eel � I 5.02 I.E. 894.27 � CONTRACTOR TO MAINTAIN CO � � � EMERGENCY EGRESS FROM \ 9 � � 896 30 LF d 1 �� e e e e o o BUILDING AT ALL TIMES. 896-4--m- ( GREASE INf RCEPTOR �.. �x 16 LF 8 H.D 0.30 '4 SPN MM _ a OQ / C s �� TC NW 6oPLASTIC - 896.80 ( / .v V�p N B'PLASTIC 1 V � ? �.� 5 � � S 8'PtASTIC M.1 b95.00 � STR. 4" PIPE SLEEVE g9l 896 895 FOR IRRIGATION 0 � 2„ 6 � oE�CrRic 4" PIPE SLEEVE � s � �gN RRIGATION - ADJUST RIM E . TO I ag6 � N E ILU � MEN "� G� \ o 16 LF OF 2 � OF 0 � � StR t1B 97.50 HO � 0.2 � C 1. � �/ - 7R 456 \ / STORM 0 ON 5 i F�! .70 � P �� _ / �� � F�! 894.20 � 6' PVC � / / I.E. 892.30 \ I.E_ 89 4 � CHANGE CASs TO A _� 90,3 I / $ 'P3* � 7p �- � 10" SiR. 10D �, F"c.t 63.50 SOLID U 0 BURY AS � �9 � O.Zpy PVC � � � �» � 890.01 REQU ED TO ACHIEVE � .i tOC SIR. N g 70 �:f &�,4 ict 594.50 � FlNI GRADE 895.59 N TC X6.09 °�' � �� � 54 LF OF 12 9 SIR. N t �° Q � � �9 H 0.50 9s � f�f � 2 � � I � �� Q� � � ��� / I.E. 892.00 � CQM'RACTOR TO PROTECT I.E. 894.8 \ r �� I 0 T 97 LF OF / �o�j SOCCER FIELD FROM 8 �� CONSTRUCTI�- 9�fulAGE HDPE 0 0 2% � / ��/ �- � / I CERTIFIED IXISTIN SOCCER FIELD ADJUST .1 ELEV. .73 6°�6 STR. 19 �S ` R 1.. 1.40 � 16 LF OF i8` �5�11 � 2 894 T UST.05 E� p Q TC .6t 896 STR _ �'� I.E. 0. 4 �s � DO NOT STORE UIPEAENT �` ♦ - - - - - - NT �� � OR v�Ic� ON R FIELD / / - 2�22� � REVISIONS I 5 18 0.22% N! 3 771 / z - - - -- - � � TR. 13��j$ LLJI ��j 00 \ e,�s W 135 LF OF 15" � \ � / �� 't / 898 � � HDPE 0 0.20% ' �� � / �`�j 00000 I�J I � / � � � Z 0000 < 10 C�QN � I � F�.i 895.25 I ' I � \ STR. 20 � � � / � Z � 907 G���� � _ I I � � \ � \ TR.�4 4 S �II / 230 LF OF 12' I � N � I � � � ONN T 6° PERF. UN RAIN HDPE � 0.30 I '� i °° \ INTO D( TING STR. �4 Q AT I.E. 9.75 000400 � o � � I � � assn TENNIS C � Res oo 000*10' 40000' LL_ U-I IrN') 0001*0 L) 900 I � I � NEW PRACTICE SOCCER FIELD \ Q m 900 ^ � I I Co I , �, ¢ _ LLJ 00 I.E. 2. 0 ><\ I 90 I i�iJ 895.25 I NEW DRAINAGE EAS MENT ------ umlizk ur LovivalfwOT10 09ro V) 1 7 F- lo 00, .Z ISM fiqll 20 101 \xl. '00e, 0000, FU M-30 N* .4000 LIU 8996 89) � °D I / Q NO E: / p� \ \ > Q 1. CONTRACTOR TO USE EXTREME CAUTION �' RKING � I IN AND AROUND EASTERN PANHANDLE D(ISTIN tow) � � PGA/ p� / � PIPELINE. / `�,�\ R. 15 F \ � F �� � � oh�'� 2. CONTRACTOR TO CONTACT INDIANA ONE- �l \ ��o °� 1 -800- 382 -5544 AT LEAST 48 HOURS (2- WORK STR. � .\�� / � �ti DAYS) PRIOR T4 ANY ACTMTY WITHIN PIPE,I�VE RIGHT -0 �j ,,,_, � WAY SO THAT EASTERN PANHANDLE MAY'(1AVE A / / � REPRESENTATIVE PRESENT TO ENSU THAT THERE / / STR. 25 - STR. 21 \ Z Q LJMJ ARE NO CONFLICTS WITH THE P \ \ V � O 3. CONTRACTOR IS ON LE FOR TAKING ALL , NECESSARY PR AUTIONS AND 1'IILL BE STORM DETENTION BASIN � i � � � � RE sIe� ANY DAMAGES CAUSEe� � ---- � 9� / / TO PIPELINE OR OPER1Y AS A RESULT THEIR WORK. / 0100 DEVELOPED RELEASES 0 8.35 CFS AT ELEV. 894.20 � 10 DEVELOPED RELEASES � 6.29 CFS AT ELEV. 893.16 \ / � / � / / / �� \ Q2 DEVELOPED RELEASES 0 3.79 CFS AT ELEV. 892.07 � � 001 eve IIIIII 9 �9 X96 O I.E. X1.26 � / / Gas �9,�\ O Copyright 2006 R sr. \\�`9i by T}f ODLE McC�UtE & SFIOOK GORPORAiION (� / �9\ Copyright indudes arcl�itect�ral waft, ba3dr+H design, WIN Q\\\� p6aru a �awnw, and spedf'�at3or�. McHtect�+al / \8 work 8 the Duval farts as wd as the amng�nt i�• / � 1 / � ? \ / and �p�on of spare and denwiu in the d� LE 631 .00 cy-� _ Reproduction wi�out vvr�un p�m�sion is prd�ited. 902 � � / � , 99 Gas "' / / \ PROJECT: 05057 Rsr. ss7o6';�"W -2r �EV PLAV sc�: � " =t000' DATE: FEBRUARY 27, 2006 DRAWN BY: GBM 903 � 897 896 �j � � � - CHECKED BY: BWR � sgs 898 / W � / � o DESIGNED BY: GBM 01 ul UMffS NSTRUCTION / � � o / mono 900 02901 9 0 050/ 5 9039 90 C16 V10 3TH . . . . . . . . ............ SffE LgL" PLAN -AREA S TE UT L � TV GLAM °AtfliL�A 9A9 ,A, Scale: 1" = 50' -0" REF: L -401 i SIGN UM1TS OF CONSTRUCTION � IIA JO C I 92 85 I -897--' �g96�89 93 I �' 00 893 � 0 896 9 - v STR. t a 9 898. 70, � %'7- ND TIO - - - - - vac raga MAIN � ' - O _ -ter P9 ro�cc w�,- s � �� OF 5.70 16 QD EmLT 1 GPOLEo 6� FIRE CNN CTN I oH2O RI • °$,IO • t � Q • � 89 _ GM --GAS O � A us c irry _ 93.8 LJ 0 O ELE B ��� • � o M A U CONTRACT R AI GM '�, 1= > � I 0 CCESS 0 BUI o O A MES 8g9 9 0 0 00 ` s sm SIR. O 8'PUSTIC INJ - 893.68 , � �: o o(� I8 F7 TR. 1 896 i � O,Lpi 897 I� IM 4.6 �� ♦ � � Q�� 5 c0.a. ADJUST RIM ELEV. TO MEET NEW GRADE. CHANGE CASTING TO A SOLID UD- CONNECT I � 8�e -F 899 O� FUTURE PARKING AREA NEW 12' STORM INTO STR. 0 IM/_ 891.00 � I �.�1 y STR. pQ 895 + OOP lo t MAIN zi vi 0 � 89 �O � A 0. Bs NO f. CON + 00 'O � � StR. NS , �, AND / -- icw �t S9 . �� IPEUN � � /� StR' � + CON Ilk � � �� / FU b�.2o — — 1 800- ��/ E Ate) i / •/%sm rat W3.50 � 9 M �8r97 �9 I �li � // 898 RE%. � XTR. 8 `; CON + + � NECES'. HELD T4 PIPI y STR. 12 ��\ 7 "I,,',,,,,,,, . . . . . . . .. .. .. .. . ..... 140�14 k' TR. 13,o�a jag C 6j9 yk op 9A_4�' A10 W w 93 I 1 ` W W / Bg$ ��/\`i( / I \ R W15 / \ STR. / \ / STR. #25 STR. 11 </ bc BB9 \v y gory � / � I� CONTRACTOR TO COORDINATE ALL WORK IN RIGHT -OF -WAY C� II i 893 a gg� PAV 1 6y $g5 894-r 1 I i i i i i i 1 U W O 42.76' l _,ui i'ee 4& ggo 0 �a OVO ° o� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 31710 842.4345 oms @omscorp.net 6765 North State Road 37 P.U. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O O z U U Z D J m V w D Q U Q W z J 0 C) U cn 2 U Z I- V) w 2 WC G Q U O Copyright 2006 by TFE ODIE McCd= & 5FI009C CORPORATION CoPYBft ndudn ardidectiral wodc, bu33iB desgn, plaru or drawip, and apedfkatbns. Mcfiitechral wak is the ovenl fam as wd as the arrargerncit ud oompos'tbn of sprees and driwiu In the desWt Repradxtion without written prmicsion is poF$ited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: (BM CHECKED BY: IBWR DESIGNED BY: GBM SM UTUJTY PLAW AREA 131 vtK I . 1:3 1+00 HORZ. 1.20 FR07U 'A' -- - a ■ %Iwo &Mmuft aw - - - J r%m 6+00 MUML. 1:ZU R107 1E V 1VTVV 10+50 898 897 --EYJFNC GIRWE 2 sse � 12 - - sss � RI — q95.30 Fem"WIM "o-Aft I I NI 894 WWI Mft PR( v V%3 E A IL 893 892 891 1 q ROP 890 — I 890.29 . INV. 890 2 64 LF F 2 ' R P 00-24 � 8M U U. sss HOR�12u a 8T E NEM v 12+00 12 +50 13+00 13+50 di Q) �j W o \ N � N � � � STORM OETE ION BASIN �� 15' 0 N s U 895-59 (D O � � \ snt. at � o� � TC 696.09 O I O \ ��, t4 2 � , V) Z ` � \ 69235 KS 0000 �b 000010 00000 04010 00#00 907 00010 i i 00000 .0I .0I (�— 900_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ NEW C \B96 B9 \� 1 /got \ \ _\v \ s c+ ACS \ OB9�9�'96 902 \\ 903 \�� \ S 8 °38' 16" W � - - -134 .39' - - -- I� X- 401 401 40011*1 0' 0OX0 / TR./#1 3'000'x- i /13.TDEED GA // �� 40� ZI �897— ZZ co CIO ST /X94 OOP R. #15 sm. / \ / STR. #25 y � \ B9 \ ��� 3ryh \\� IV S5' T C1Rm Vv ( Z P l� 4 f �SFrc.).VA) DO P'A Iff r;:= H 0 9 FO) n A 11\11 n VZOaRTH NSP a0 �o Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Z O t—= O z LOU C/O) C" V V D J m U w D Q U Q W J 0 0 canU v z W z O Copyright 2006 by of ootF ►,COLVe & srioM coRPoRAnoN PAS or drawkgs, and speclEkatioru. Architechral wale is the aver! form as wd as the arrangrnent 2nd oompoakion of space and dcrwMS in the deslgR Repro[kK6on wWnut written Prmitsip+ is proF$rted PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: ELRF CHECKED BY: BWR DESIGNED BY: B!ZF LU ::E Q U STOMM SEWER PROFILES LU ::E Q U ire h ^ 1. SEE SHEEP LOV -100 FOR LEGEND. Olt 2. INSTALL APPROPRIATE EROSIP N CONTROL PEASUR T SEDIMENT BEFORE ,�o $ AND DURING EARTHWORK OPERATIONS TO EVEN � 0 Bt�� �_ DISCHARGE OFF -SITE. ALL PERMANENT EROSION CONTROL T MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED F— � GROUNOCOVER GROWING IN A VIGOROUS MANNER. � � 0o s� A9. 116TH STRE T 3_ INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION TV _ �/_ 116TH ST. CENTERLINE _ _ _ � � CONTROL MEASURES THROUGHOUT DURATION OF PROJECT. Rsr. Rsr. Sr. Rsr. Rsr. e s . - � 5. MAINTAIN GRADE, SEED M1D�ULCHEALL DISTURBED AREAS � WHICH ARE NOT TO RECEIVE PAVEMENT, STRUCTURES, Rsr. Rsr. B AND /OR LANDSCAPE MATERIAL. Master Planning Aft /aa p a�� �6�gg6 g 9¢ 893 6. SEE SPECIFICATIONS FOR TEMPORARY SEEDING REQUIREMENTS_ Architecture 96 9 _ Landscape Architecture 7_ THE LEGAL DESCRIPTION IS LOCATED ON SHEET L100. — — — — _ PROJECT LATITUDE N 40' 16', LONGITUDE W 85 40'. En meerin g g PROPOSED RIGHT -OF -WAY T— � F _ _ _ _ _ N_ _ 8- HYDROLOGIC UNIT NUMBER: 05120110030010 Interior Design 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED 8g� 19, %} 6� BY STATE OR COUNTY OFFICIALS. Technology Design I o 3" CONTRACTOR TO MAI N PROPOSED 40 BLDG. SETBACK — — — — — — — — — — — — — — — — — — — — — — — 40' FR NT Y D ETBACK � 2— — — — _ ---------------- - - - - -- - - - - - -- - - - - -- - -- � fi�2ESS�8-R�fNGE 10. SEE SHEET L -503 FOR EROSION CONTROL NOTES 0 � — — — — — — — — — — AND DETAILS. 5�.�� S��N M 5875 Castle Creek Parkway -- ------- - - - - -- g � I AT ALL TIMES. 9 ' I � B�q FIRE CNN CTN oH20 Ric Suite 440 Indianapolis, Indiana 46250 GM � 317.842.0000 Fax 317.842.4345 � I � �9� O O O �ELE e es oms@omscorp.net � M o 0 °°l O o 6765 P.O. North t2149 ad 37 O I - `° 0 oO - Bloomington, Indiana 47402 � °) C 0 0 0 ¢ 812.876.2020 p CO OR �IAINjAIN Fax 812.876.2047 O) � 8 0 i�: Sig. ACCESS RECEMNd AREk �p 9� c.! g5.30 AT ALL E . LIMITS CONSTRUC ON � � � C0 Q J TC 695.98 ° � O ,9 ,9 Q F o CONTRACTOR TO MAINTAIN EMERGENCY EGRESS FROM y gg � siR. N7 BUILDING AT ALL TIMES. TR. �o �J .30 � 00000e°e e � �IIVI 4.6 2 y 1.! 895.59 - / ETC 826 09 I � (�Q ,� 4 �C2 55.00 STR. oELECT X / 6 dys - / C125 5 g� y> 0�1 � / 2 � - 5 a96 � /NE I LD i -- - _ swum ,� to r I 1 FU ".70 " 70 97.50 / � / a°i Z � 89 .20 90,3 SIR '3 summon 0101) RM 693.50 oc y-tIt. 9R sty. N,oa / � rya 696 .s� '01111111111111111' 11 9�70 100 0 894.50 0 -� , � TR. 8 / �cO� 10 TIC €�S.�J N14 �° p � 2 Jc� � �Z� _ -51 � � ��� C�CTOR TO PROTECT \� CONTRALTO TO REMOVE ` - � L �� SOCCER FIELD FROM CERTIFIED O ROCK D COMPLETE AFTER ` � CONSTRUCTION D � ALL CON UCTION ACTIVITY IS COMP AND SUFFICIENT GROWTH OF GRO NOCOVER IS COMPLETE. 2 e IXISTING OCCER FIELD STR. 19 R / 2 894 \ / f � Tc .61 sus srR. III �� REVISIONS DO NOT STORE UIPI�ENT / _ _ + NT OR VEHICLES ON FIELD ,^ I � 5 C125 � � - ��2 I 898 ` g � C125 5 � � STR. #13J� Z / NI 2 �� Z / 1b� ��� ass 2 / � / 0000000 11111111111111111 1 000000 U I I N I STR. H�In/ STR� 2 M 895-25 90 V kW3 ;;0001, A� co N Cn O° � CO _________ IXISTIN --------- TENNIS CO STS ? � .900 I = � NEW PRACTICE SOCCER FIELD 00 00 LU Q s � SIR '4411 E g0 �tJ 595.25 c NEW DRAINAGE EAS MENT \ \ `\ 90 6 / / sty. tea / �s, � \ ~—�-- � � 900 / � � rc.t X5.30 5 C125 98 9g � 1 y�� Q \ � � \ � G��e�/ � / � GQ�Q� NOTE; �9 � R. i s� � ��P � � � 1. CONTRACTOR TO USE EXTREME CAUTION WORKI '� IN AND AROUND EASTERN PANHANDLE EXISTING � W � 5 I h Q� / h� PIPELINE_ sTR. � Q � / � `� 2. CONTRACTOR TO CONTACT INDIANA ONE -CALL AT V 90 / � / � 1- 800 - 382 -5544 AT LEAST 48 HOURS - WORKING STR. 25 sue. 21 � 4000* z � DAYS) PRIOR TO ANY ACTIVITY 1' /ITHIN ELINE RIGHT -OF- 9 l � WAY SO THAT EASTERN PANHAN Y HAVE A REPRESENTATIVE PRESE E RE THAT THERE C125 _ 3 / � � ARE NO CONFLICTS TH PIPELINE. 8 / 3. 0 IS RE S NSIBLE FOR TAKING \ 8 \ / CESSARY SAFETY ECAUTIQNS AND WILL �� - O Copyright 2006 ELD RESPONSIBLE FOR ANY DAMAGES ED � \ 9s � TO PIPELINE PROPERTY AS A RESULT OF THEIR WORK. � � by � °°� ""`c�E & sH°°°` c°�°R ""°" SIR IN17 000- I.E. 591.26 P QQ �9� � a eta , am �ar"�. Md,nec�al SF / / � work is the Dural form ss wd as the arrangement ✓ / � �s and mnposltbn of spas and ekmc�ts In the desist Reproduction without wrrttm pmrres�on a prahbrted. CONTRACTOR TO REMOVE � �1.� 00 5 � 3 — ,o�.� � 902 ROCK DAbt COMPLETE AFTER 8g2 _ � �1 / nn PROJECT: 05057 ALL CONSTRUCTION ACTIVITY IS 1° �, S� 99� ��� t�L, ' V� Ste: � _��o DATE: FEBRUARY 27, 2006 �\ 3 coMP� ar�o su�aE�r c�owrH �o F GROUNOCOVER IS COMPLETE. - � "' / � - 3 ss2� 3�"� - --2� DRAWN BY: GBM CHECKED BY: BWR 90,31 � 895 894 QQ�% / a DESIGNED BY: om `\ 99 897 898 � � W / � _ � co o u�RS o srRUCnoN- - o �� 9 00 ti�� "WITH EROSION CONTROL -,.106 s • _ I i:r 01 d 1$ D 0 SIGN GR o � ag .� 116TH ST. CE RUNE — -- -- - — -- -- I) r. rM .• � • f. l • AM .. • ii y J i Me i •s• � i�. �,� �•v .�• �• ijj • • R �.v..� � � 4 �+/ •.• .:..- Ii♦!� ,fir • . � � � ■// It • . , __ter► • .LECTRIC /000"I'll"7� STR. NOW OD y I � .so 9S 2 STR. 12 �ao-74 STR. 13� a9` "D CONC. WALK PIPELINE MARKER MB UM STMET -ttGT I 899 milli wil 96. Wilt 9 IXISTING - 898 / 0135� _ _ _ EXISTING 40' BLDG. SETBACK 2 SF _ I 89 �� 898 96 SF X: sm �QQ FcJ 838.84 � 897 O n m 110C i Qr caQk Of \ AS RISER , ,r,T GR G GR G RISER GR�'"r' —ttGT tK K MIND VIVI \L 1111 \I \II \V !Y♦ J mill/ e9 NOTE: sF 1. CONTRA TOR TO USE EXTREME CAUTION 4' RKING AND AR UND EASTERN PANHANDLE D(ISTIN IPEUNE. � / mill, A41 CONTRAC R TO CONTACT INDIANA ONE- AT 1-800-382 544 AT LEAST 48 HOURS (2- IORKING YS) PRIOR 0 ANY ACTIVITY WITHIN PIPEUN RIGHT -OF- \ AY SO THAT STERN PANHANDLE MAY HA A EPRESENTA PRESENT TO ENSURE THAT ERE l ENO CONFII TS WITH THE PIPELINE. � .CONTRALTO IS RESPONSIBLE FOR TAKI G ALL NECESSARY FETY PRECAUTIONS AND WI BE � HELD RESP SIBLE FOR ANY DAMAGES USED \ TO PIPELI OR PROPERTY AS A RES T OF THEIR WORK. 7 .1 CADIZ-/ 11 11 L --- L_ X_>10000' -1 R 12�a' �84 I COCO �Im R. 415 \ STR. \ / STR. W2 5 STR. 421 0 �I l l\ 94� r - � i s' s 42.76' -- -- -- -- -- - I I I I i i i i i i i i i i i i i I I w z � I W Z Uj I� t 1 G� ey 00,"000, / 2 a� / / milli oll KIM'� [On A 4qc= AIN7A „ (31P__-..MrtRAL ROTES. 1. SEE SHEET LOV -100 FOR LEGEND. 2. INSTALL APPROPRIATE EROSION CONTROL MEASURES BEFORE AND DURING EARTHWORK OPERATIONS TO PREVENT SEDIMENT DISCHARGE OFF –SITE. ALL PERMANENT EROSION CONTROL MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED GROUNDCOVER GROWING IN A VIGOROUS MANNER. 3. INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT DURATION OF PROJECT. 4. MAINTAIN STREET AND DRIVES FREE OF DEBRIS AND SOIL. 5. FINISH GRADE, SEED AND MULCH ALL DISTURBED AREAS WHICH ARE NOT TO RECEIVE PAVEMENT, STRUCTURES, AND /OR LANDSCAPE MATERIAL. 6. SEE SPECIFICATIONS FOR TEMPORARY SEEDING REQUIREMENTS. 7. THE LEGAL DESCRIPTION IS LOCATED ON SHEET L100. PROJECT LATITUDE N 40' 16', LONGITUDE W 86' 40'. 8• HYDROLOGIC UNIT NUMBER: 05120110030010 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS. 10. SEE SHEET L -503 FOR EROSION CONTROL NOTES AND DETAILS_ "* � pLQV- Ste: ,} =,0001 uiee �cshoo� u, OO o H �o �. moo. Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED I I REVISIONS I i z 0 O z W C� d Q U V z D J m U w D Q U Q w Z J C) C) U cn Z U Z H cn w Q Z Q 0 Z J W< Q U O Copyright 2006 by DIE ODIE Mca1RE & SHOCkc CORPOitAT1aJ Copyright iidudes arclitectiraB wmlc, bul3+s design, pLvu or ckawhgs, and specHicatfors. Arditectmal work is the oven! fam as wd as the arnngcnent and awnpositbn of spars and denwiu In the design Reprodxtia+ wdhaut written permission is pled PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: GBM CHECKED BY: gym DESIGNED BY: GBM EROSON CONTROL PLAN - AREA B' • 1 1 1 iii + ♦ • i i � a� nrnr dab INVERT 1/2" HIGHER THAN STRUCTURES END SECTION c�r 11 1111 n 0 APRON 10' -ox SITE PREPARATION: 1. DIVERT RUNOFF FROM UNDISTURBED AREAS AWAY FROM THE ROCK DAM AND BASIN AREA. 2. EXCAVATE THE FOUNDATION FOR THE APRON, USING IT AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION OF THE DAM. 3. CLEAR AND GRUB AREA UNDER THE DAM, REMOVING AND PROPERLY DISPOSING OF ALL ROOT MAT, BRUSH, AND OTHER DEBRIS. 4_ GRADE THE EARTH ABUTMENTS NO STEEPER THAN 3:1. DAM AND BASIN CONSTRUCTION: 1. EXCAVATE A CUTOFF TRENCH AT THE CENTER LINE OF THE DAM, EXTENDING ALL THE WAY UP THE EARTH ABUTMENTS, AND BACKALL WITH COMPACTED EARTH FILL.. 2. SMOOTH THE DAM FOUNDATION. 3. COVER THE ENTIRE FOUNDATION, INCLUDING BOTH EARTH ABUTMENTS, WITH GEOTEXTIL_E FABRIC, MAKING SURE THE UPSTREAM STRIPS OVERLAP THE DOWNSTREAM STRIPS AT LEAST 1 FT. 4. CONSTRUCT THE DAM TO PLANNED DIMENSIONS_ 5. ONCE THE DAM IS IN PLACE, CLEAR THE SEDIMENT BASIN AREA, PROPERLY DISPOSING OF THE CLEARED MATERIAL~ 6. SET A MARKER STAKE TO INDICATE THE CLEANOUT ELEVATION (I.E., POINT AT WHICH BASIN IS 509 FULL OF SEDIMENT). 7. DIVERT CONSTRUCTION SITE RUNOFF FLOW INTO UPPER END OF BASIN USING TEMPORARY DIVERSIONS. 8. STABILIZE ALL DISTURBED AREAS EXCEPT THE LOWER HALF OF THE BASIN. MAINTENANCE: 1. INSPECT THE ROCK DAM AND BASIN AFTER EACH STORM EVENT. 2_ REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKES). 3. CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, OR ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY. 4. REMOVE TEMPORARY ROCK DAM WHEN THERE IS A APPROVED STAND OF GRASS. } NOTES: AGGREGATE BASE MATERIAL USED FOR CONSTRUCTION PURPOSES (HAUL ROADS, STAGING AREAS, ETC.) SHALL. EITHER BE PROTECTED FROM CONTAMINATION, PLACED BELOW THE ELEVATIONS DESIGNED FOR THE FINAL PAVEMENT BASE OR REMOVED, SO THAT THE FULL SPECIFIED DEPTH OF CLEAN BASE AGGREGATE CAN BE PLACED. WHEN PREPARING FOR FINAL PAVING, ALL AREAS PREVIOUSLY USED FOR CONSTRUCTION PURPOSES SHALT. HAVE CLEAN, UNCONTAMINATED AGGREGATE, OF THE TYPE AND DEPTH SPECIFIED IN THE FINISHED PAVING DETAIL, PLACED ON APPROVED, COMPACTED SUBGRADE PRIOR TO INSTALLATION OF PAVEMENT_ rls l /[�I I r►n � nr CCU SCAB Z � w �o z Q C) tj U in w W 6' COMPACTED #2 AGGREGATE FOR HAUL ROADS AND STAGING AREAS. COMPACTED SUBGRADE A mo A If V- AL 0 V SEED EXPOSED SLOPE WITH BLANKET OR SOD --� �o Ot LroULUML11 I u l J 1 Vl%ml1nl LI % vV11%. I r%11V1 1 u1J nl�r I _ 10' -12" AT CENTER OF OUTLET,j 2 COARSE AGGREGATE TOE OF FlLL FLOW 4 EMBEDMENT TYPICAL SECTION SECTION A -A UM SCALE GROUND LINE w LENGTH AS REQUIRED u u u a u u u u ELEVATION J 1 1 Y11 I.fnLLJ ELEVATION VIEW MOOD STAKES 2 PER BALE (TYP.) F.F.T.F. 4 1/2' WOOD STAKE (2 PER BALE) STRAW BALES 3' WOOD STAKE 5'x5'x12' MIN. (2 PER BALE) 2 COARSE AGGREGATE FLOW SECTION a -a Lg UI IA o 0 F0 Fg� A R F9 AT I'd- A L E VID SCALE NOTES: 1. CHANNEL LININGS REQUIRE A 2" (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" MIN.) OVERLAP, WHERE OVERLAPS OCCUR. THE UPSTR BLANKET SHALL OVERLAP THE DOWNSTREAM. 2. IF OTHER THAN NORTH AMERICAN GREEN EROSION BLANKET ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THE MANUFACTURER. 3. USE NORTH AMERICAN GREEN SC150 EROSION CONTROL BLANKET FOR ALL SLOPES. 4. USE NORTH AMERICAN GREEN C125 EROSION CONTROL BLANKET FOR ALL SWAL.E LININGS. 5. SOD MAY BE SUBSTITUTED FOR EROSION CONTROL BLANKET. SOD SHALL QE STAKED TO GROUND. IT IS THE CONTRACTORS RESPONSIBILITY TO STABILIZE. SOD, IF SUBSTITUTED FOR EROSION CONTROL BLANKET. L LATH & FLAGGING AGGER) =R ,. ,1_ Lo„, , %r.n J,rZER JOINTS OF FRONT AND BACK BALES TO BE INSTALLED BY CONTRACTOR AS REQUIRED BY STORMWATER CONSERVATION DISTRICT. PLAN SANDBAG 6" COIR FIBER SOCK AROUND PERIMETER 1 V 411L PLASTIC LINING 6" COIR FIBER SOCK 10 MIL PLASTIC SANDBAG LINING SECTION A NOTE: WASH OUT AREA TO BE LOCATED BY CONSTRUCTION MANAGER. 6 'rte W m W 00 F.F.T.F. WHEN APPLICABLE --- GEOTEXTILE FABRIC 43' GEK- ERAL VOTES@ 'HIGH POST 18' NOTES 2. INSTALL APPROPRIATE EROSION CONTROL MEASURES BEFORE AND DURING EARTHWORK OPERATIONS TO PREVENT SEDIMENT MIN. DEPTH X\ MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED GROUNDCOVER GROWING IN A VIGOROUS AIEWNER. PROJECT NARRATIVE: 3. INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION xx // COMPACTED SOIL WOO POSTS �I, \X/ AX/ THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED ol\ 4'p HIGH X/ OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH POLYPROPYLENE NETTING HAVING AN APPROXIMATE 5/80 X 5/8n MESH AND ON THE AND /OR LANDSCAPE MATERIAL. SITE SIZE 113.5 ACRES f UU LT [FEM Ica SCALE GEOTEXTILE FABRIC - FLOW z LAJ Mz EB M co \'- UUMPAG I LU SOIL WOOD FRAME EACH STRUCTURE 2x2" x4' STAKE (TYP.) FLOW AX NOTE: PROVIDE AND INSTALL NUTEC 3 NWS -6 SILT FENCE OR APPROVED EQUAL !BOLT 0 V T nmo 0 L 8' -0' MAX. ol > \, /Z GEK- ERAL VOTES@ 'HIGH 1. SEE SHEET LOV -100 FOR LEGEND. NOTES 2. INSTALL APPROPRIATE EROSION CONTROL MEASURES BEFORE AND DURING EARTHWORK OPERATIONS TO PREVENT SEDIMENT DISCHARGE OFF -SITE. ALL PERMANENT EROSION CONTROL MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED GROUNDCOVER GROWING IN A VIGOROUS AIEWNER. PROJECT NARRATIVE: 3. INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION xx // CONTROL MEASURES THROUGHOUT DURATION OF PROJECT. WOO POSTS �I, \X/ AX/ THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED NOTE: PROVIDE AND INSTALL NUTEC 3 NWS -6 SILT FENCE OR APPROVED EQUAL !BOLT 0 V T nmo 0 L 8' -0' MAX. ol > \, /Z ,n,Our\Ni' T01.d10V- U/0"#1 P nn (D (3 nn A URVI U1 PROGRAM MUST BE IMPLEMENTED AND INCLUDES THE FOLLOWING: A A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: SAND BAGS 1• BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT; AND 2. AT A MINIMUM OF ONE (1) TIME PER WEEK. z B. THE EVALUATION MUST ADDRESS: 1. THE MAINTENANCE OF EXISTING STORM WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY; AND :a "A7 2. IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN "A7 IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND > RULES. C. WRITTEN EVALUATION REPORTS MUST INCLUDE- 1. THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; � 4' HIGH Z 2. THE DATE OF THE EVALUATION; � 3. PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND ° 4. DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND N COMPLETED. KI� �► Br - BROOKSTON SERIES TLJC QDOf11lCT(1AI C[DI[C Cn�ICICTC nr nrrn �irev V3 SCALE GEK- ERAL VOTES@ 'HIGH 1. SEE SHEET LOV -100 FOR LEGEND. NOTES 2. INSTALL APPROPRIATE EROSION CONTROL MEASURES BEFORE AND DURING EARTHWORK OPERATIONS TO PREVENT SEDIMENT DISCHARGE OFF -SITE. ALL PERMANENT EROSION CONTROL MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED GROUNDCOVER GROWING IN A VIGOROUS AIEWNER. PROJECT NARRATIVE: 3. INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION METAL, SYNTHETIC, OR CONTROL MEASURES THROUGHOUT DURATION OF PROJECT. WOO POSTS 4. MAINTAIN STREET AND DRIVES FREE OF DEBRIS AND SOIL THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED 5. FINISH GRADE, SEED AND MULCH ALL DISTURBED AREAS 4'p HIGH OoOOO OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH POLYPROPYLENE NETTING HAVING AN APPROXIMATE 5/80 X 5/8n MESH AND ON THE AND /OR LANDSCAPE MATERIAL. SITE SIZE 113.5 ACRES f UU BOTTOM WITH A POLYPROPYLENE NETTING WITH AN APPROXIMATE 1/4w X 1/4w MESH. THE / / 7. THE LEGAL DESCRIPTION IS LOCATED ON SHEET L100. BUILDING FOOTPRINT FIRST FLOOR): PROJECT LATITUDE N 40' 16', LONGITUDE W 85 401 . BLANKET SHALL BE SEWN TOGETHER WITH COTTON THREAD. 8. HYDROLOGIC UNIT NUMBER: 05120110030010 EMBEDMENT 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS. �0:: 2. STRAW EROSION CONTROL BLANKET (OR LOW VELOCITY CHANNEL LINING) SHAD. BE SC150 _ CrA CROSBY SERIES AS MANUFACTURED BY NORTH AMERIW4 GREEN, OR EQUIVALENT. CAR SPACES 214 EROSION CONTROL BLANKET OR CHANNEL LINING SHALL HAVE THE FOLLOWING PROPERTIES: HANDICAP SPACES: 15 THE CROSBY SERIES CONSISTS OF DEEP, SOMEWHAT POORLY A. SC150 MATERIAL CONTENT: STRAW 709 (.35 LB /SQ. YD.) DRAINED, SLOWLY PERMEABLE SOILS ON GLACIAL TILL PLAINS. POST CONSTRUCTION POLLUTION PREVENTION: 8° HIGH THESE SOILS FORMED IN LESS THAN 20 INCHES OF LOESS STORM MATER FROM THE PROPOSED IMPERVIOUS SURFACES WILL NETTING ONE SIDE LIGHTWEIGHT PHOTO DEGRADABLE AND IN THE UNDERLYING, LOAMY GLACIAL TILL. SLOPES BE DIRECTED TO NEW SOIL EROSION CONTROL SYSTEMS PRIOR TO � (1 LB/ 1000 SQ. FT. APPROX. WT.) RANGE FROM 0 TO 3 PERCENT_ ENTERING THE EXISTING STORM SEWER SYSTEM. THE EXISTING STORM SEWER RELEASES INTO EXISTING STORM DETENTION 0100 ONE SIDE HEAVYWEIGHT PHOTO DEGRADABLE (3 LB /1000 SQ_ FT. APPROX. WT.) OO BASIN LOCATED ON THE SOUTHERN HALF OF THE PROJECT SITE. THREAD COTTON MIAMI SOILS. BROOKSTON SOILS HAVE A FINER TEXTURED A SEEDING NOTES : \JS Uo U B. C125 MATERIAL CONTENT: COCONUT FIBER 100% (.50 LB/SQ. YD.) HIGHER POSITIONS THAN CROSBY SOILS AND HAVE A BROWN 1. ANY SEEDED AREAS THAT FAIL TO GERMINATE SHALL. BE RESEEDED. THE CONTRACTOR NETTING ONE SIDE HEAVYWEIGHT PHOTO DEGRADABLE B HORIZON THAT ARE FREE OF MOTTLES. IS RESPONSIBLE FOR PERIODICALLY INSPECTING THE TEMPORARY SEEDED AREAS FOR THREAD 1009 POLYESTER EROSION AND TO PROMPTLY RESEED THE AREA. MmB2 -MIAMI SERIES 2. FERTILIZE FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50lbs /AC NITROGEN C. PHYSICAL SPECIFICATIONS (ROLL): WIDTH 6.5 FOOT (2M) c� CII IN FEBRUARY OR MARCH. LENGTH 83.5 FOOT (25.4M) LJQ 3. MULCH -WOOD CELLULOSE FIBER SHALL BE USED ON ALL TEMPORARY SEEDING APPLICATIONS. WEIGHT 30 LBS + 10 � (13 6 KG) ON TILL PLAINS. PERMEABILITY IS MODERATE IN SUBSOIL AND APPLY HYDRAULIC MULCHING AT THE RATE OF ONE TON PER ACRE. STRAW MULCH MAY BE USED AREA 60 SQ. YES. (50M2) UNDERLYING MODERATELY SLOW IN L G MATERIAL. THESE SOILS ,n,Our\Ni' T01.d10V- U/0"#1 P nn (D (3 nn A URVI U1 PROGRAM MUST BE IMPLEMENTED AND INCLUDES THE FOLLOWING: A A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: SAND BAGS 1• BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT; AND 2. AT A MINIMUM OF ONE (1) TIME PER WEEK. z B. THE EVALUATION MUST ADDRESS: 1. THE MAINTENANCE OF EXISTING STORM WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY; AND :a "A7 2. IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN "A7 IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND > RULES. C. WRITTEN EVALUATION REPORTS MUST INCLUDE- 1. THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; � 4' HIGH Z 2. THE DATE OF THE EVALUATION; � 3. PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND ° 4. DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND N COMPLETED. KI� �► Br - BROOKSTON SERIES TLJC QDOf11lCT(1AI C[DI[C Cn�ICICTC nr nrrn �irev V3 SCALE GEK- ERAL VOTES@ V0 SCALE 1. SEE SHEET LOV -100 FOR LEGEND. NOTES 2. INSTALL APPROPRIATE EROSION CONTROL MEASURES BEFORE AND DURING EARTHWORK OPERATIONS TO PREVENT SEDIMENT DISCHARGE OFF -SITE. ALL PERMANENT EROSION CONTROL MEASURES TO BE IN PLACE WITH TURF OR SPECIFIED GROUNDCOVER GROWING IN A VIGOROUS AIEWNER. PROJECT NARRATIVE: 3. INSPECT, CLEAN, AND MAINTAIN SEDIMENT AND EROSION METAL, SYNTHETIC, OR CONTROL MEASURES THROUGHOUT DURATION OF PROJECT. WOO POSTS 4. MAINTAIN STREET AND DRIVES FREE OF DEBRIS AND SOIL THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED 5. FINISH GRADE, SEED AND MULCH ALL DISTURBED AREAS PARKING LOT IMPROVEMENTS. WHICH ARE NOT TO RECEIVE PAVEMENT, STRUCTURES, OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH POLYPROPYLENE NETTING HAVING AN APPROXIMATE 5/80 X 5/8n MESH AND ON THE AND /OR LANDSCAPE MATERIAL. SITE SIZE 113.5 ACRES f 6. SEE SPECIFICATIONS FOR TEMPORARY SEEDING REQUIREMENTS. BOTTOM WITH A POLYPROPYLENE NETTING WITH AN APPROXIMATE 1/4w X 1/4w MESH. THE / / 7. THE LEGAL DESCRIPTION IS LOCATED ON SHEET L100. BUILDING FOOTPRINT FIRST FLOOR): PROJECT LATITUDE N 40' 16', LONGITUDE W 85 401 . BLANKET SHALL BE SEWN TOGETHER WITH COTTON THREAD. 8. HYDROLOGIC UNIT NUMBER: 05120110030010 EMBEDMENT 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY STATE OR COUNTY OFFICIALS. ,n,Our\Ni' T01.d10V- U/0"#1 P nn (D (3 nn A URVI U1 PROGRAM MUST BE IMPLEMENTED AND INCLUDES THE FOLLOWING: A A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: SAND BAGS 1• BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT; AND 2. AT A MINIMUM OF ONE (1) TIME PER WEEK. z B. THE EVALUATION MUST ADDRESS: 1. THE MAINTENANCE OF EXISTING STORM WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY; AND :a "A7 2. IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN "A7 IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND > RULES. C. WRITTEN EVALUATION REPORTS MUST INCLUDE- 1. THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; � 4' HIGH Z 2. THE DATE OF THE EVALUATION; � 3. PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND ° 4. DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND N COMPLETED. KI� �► Br - BROOKSTON SERIES TLJC QDOf11lCT(1AI C[DI[C Cn�ICICTC nr nrrn �irev V3 SCALE V0 SCALE EROSION CONTROL NOTES SISTS OF DEEP VERY POORLY , POORLY DRAINED, MODERATELY PERMEABLE SOILS ON GLACIAL TILL PLAINS_ THESE SOILS FORMED IN LOAMY SEDIMENT AND IN THE UNDERLYING, LOAMY GLACIAL TILL. SLOPES RANGE PROJECT NARRATIVE: EROSION CONTROL BLANKET: FROM 0 TO 2 PERCENT_ TO UTILIZE THE EXISTING UNIVERSITY HIGH SCHOOL PROPERTY BY CONSTRUCTING A NEW CLASSROOM BUILDING AND ASSOCIATED 1 _ THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW EVENLY DISTRIBUTED BROOKSTON SOILS ARE FOUND NEAR CROSBY SOILS IN MANY PARKING LOT IMPROVEMENTS. OVER THE ENTIRE AREA OF THE MAT. THE BLANKET SHALL BE COVERED ON THE TOP SIDE WITH POLYPROPYLENE NETTING HAVING AN APPROXIMATE 5/80 X 5/8n MESH AND ON THE EAS CROSBY SOILS ARE BETTER DRAINED AND ARE IN SITE SIZE 113.5 ACRES f BOTTOM WITH A POLYPROPYLENE NETTING WITH AN APPROXIMATE 1/4w X 1/4w MESH. THE / / A HIGHER POSITION THAN BROOKSTON SOILS. BUILDING FOOTPRINT FIRST FLOOR): BLANKET SHALL BE SEWN TOGETHER WITH COTTON THREAD. NEW ACADEMIC BUILDING: 25,458 S.F. ADDITION TO EXISTING BUILDING: 21725 S-F. 2. STRAW EROSION CONTROL BLANKET (OR LOW VELOCITY CHANNEL LINING) SHAD. BE SC150 _ CrA CROSBY SERIES AS MANUFACTURED BY NORTH AMERIW4 GREEN, OR EQUIVALENT. CAR SPACES 214 EROSION CONTROL BLANKET OR CHANNEL LINING SHALL HAVE THE FOLLOWING PROPERTIES: HANDICAP SPACES: 15 THE CROSBY SERIES CONSISTS OF DEEP, SOMEWHAT POORLY A. SC150 MATERIAL CONTENT: STRAW 709 (.35 LB /SQ. YD.) DRAINED, SLOWLY PERMEABLE SOILS ON GLACIAL TILL PLAINS. POST CONSTRUCTION POLLUTION PREVENTION: COCONUT FIBER 30% (.15 LB /SQ. YD.) THESE SOILS FORMED IN LESS THAN 20 INCHES OF LOESS STORM MATER FROM THE PROPOSED IMPERVIOUS SURFACES WILL NETTING ONE SIDE LIGHTWEIGHT PHOTO DEGRADABLE AND IN THE UNDERLYING, LOAMY GLACIAL TILL. SLOPES BE DIRECTED TO NEW SOIL EROSION CONTROL SYSTEMS PRIOR TO (1 LB/ 1000 SQ. FT. APPROX. WT.) RANGE FROM 0 TO 3 PERCENT_ ENTERING THE EXISTING STORM SEWER SYSTEM. THE EXISTING STORM SEWER RELEASES INTO EXISTING STORM DETENTION ONE SIDE HEAVYWEIGHT PHOTO DEGRADABLE (3 LB /1000 SQ_ FT. APPROX. WT.) CROSBY SOILS ARE TYPICALLY ADJACENT TO BROOKSTON AND BASIN LOCATED ON THE SOUTHERN HALF OF THE PROJECT SITE. THREAD COTTON MIAMI SOILS. BROOKSTON SOILS HAVE A FINER TEXTURED A SEEDING NOTES : HORIZON AND ARE IN DEPRESSIONS. MIAMI SOILS ARE ON B. C125 MATERIAL CONTENT: COCONUT FIBER 100% (.50 LB/SQ. YD.) HIGHER POSITIONS THAN CROSBY SOILS AND HAVE A BROWN 1. ANY SEEDED AREAS THAT FAIL TO GERMINATE SHALL. BE RESEEDED. THE CONTRACTOR NETTING ONE SIDE HEAVYWEIGHT PHOTO DEGRADABLE B HORIZON THAT ARE FREE OF MOTTLES. IS RESPONSIBLE FOR PERIODICALLY INSPECTING THE TEMPORARY SEEDED AREAS FOR THREAD 1009 POLYESTER EROSION AND TO PROMPTLY RESEED THE AREA. MmB2 -MIAMI SERIES 2. FERTILIZE FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50lbs /AC NITROGEN C. PHYSICAL SPECIFICATIONS (ROLL): WIDTH 6.5 FOOT (2M) IN FEBRUARY OR MARCH. LENGTH 83.5 FOOT (25.4M) THE MIAMI SERIES CONSISTS OF DEEP, WELL* DRAINED SOILS 3. MULCH -WOOD CELLULOSE FIBER SHALL BE USED ON ALL TEMPORARY SEEDING APPLICATIONS. WEIGHT 30 LBS + 10 � (13 6 KG) ON TILL PLAINS. PERMEABILITY IS MODERATE IN SUBSOIL AND APPLY HYDRAULIC MULCHING AT THE RATE OF ONE TON PER ACRE. STRAW MULCH MAY BE USED AREA 60 SQ. YES. (50M2) UNDERLYING MODERATELY SLOW IN L G MATERIAL. THESE SOILS AND APPLIED UNIFORMLY IN A CONTINUOUS BLANKET AT THE RATE OF 2 TONS PER ACRE ANCHOR TRENCHES: FORMED IN LESS THAN 20 INCHES OF LOESS AND IN THE WITHIN 24 HOURS AFTER SEEDING. UNDERLYING GLACIAL TILL SLOPES RANGE FROM 0 TO 18 4. SEDIMENT CONTROL FABRIC - FABRIC SHALL BE NON -WOVEN CONSTRUCTION COMPOSED 1 _ THE MAT MUST BE ANCHORED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE PROTECTED AREA AND INTERMITTENTLY IN BETWEEN_ PERCENT. OF POLYPROPYLENE AND SHALL BE ULTRAVIOLET STABILIZED_ 2. EXCAVATE END TRENCHES TO A MINIMUM OF 12 _ DEEP AND fi >, WIDE BEFORE PLACING MAT. MIAMI SOILS ARE TYP TYPICALLY ADJACENT TO BROOKSTON AND 5_ IF TEMPORARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE MULCH MAY BE ELIMINATED EXCEPT IN BARE AREAS. 3. DIG INTERMITTENT CHECK SLOTS fi DEEP BY fi WIDE TRANSVERSE TO MAT AT CROSBY SOILS ON MANY LANDSCAPES_ BROOKSTON SOILS APPROXIMATELY 25 INTERVALS. HAVE A F M OLUC SURFACE LAYER. CROSBY SOILS HAVE A 6. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, NO SEEDING SHALL YELLOWISH BROWN, MOTTLED B HORIZON. TAKE PLACE UNTIL SPRING PLANTING TIME. ALL SEDIMENT FILTERS AND TRAPS SHALL BE MAT PLACEMENT. IN PLACE PRIOR TO BULK EARTH MOVING OR CLEARING_ 1. UNROLL MAT FLAT SIDE AGAINST THE GROUND. UNROLL MAT IN DIRECTION PARALLEL 7. ALL AREAS NOT RECEIVING PAVED SURFACES SHALL BE SEEDED WITH PERMANENT WITH DIRECTION OF DATER FLOW. SEED MIXTURE AS SOON AS GRADE IS ESTABLISHED. RESEEDING MAY BE REQUIRED 2. MAT SHOULD LAY FLAT. DO NOT PULL MAT TAUT OVER GROUND. PULLING TAUT MAY AFTER UTILITY COMPANIES HAVE COMPLETED ALL INSTALLATIONS. CAUSE MAT TO BRIDGE DEPRESSIONS IN THE SURFACE AND ALLOW EROSION UNDERNEATH 8. ALL AREAS OF SITE WHERE GRADING HAS OCCURRED, AND WHERE NO TO OCCUR. CONSTRUCTION IS EXPECTED TO OCCUR WITHIN 60 DAYS, SHALL. BE FILLED WITH ADDITIONAL. 3. BEGINNING AT UP OR DOWNSTREAM END BURY TRANSVERSE TERMINAL END OF MAT TO v90 L % 3" OF TOPSOIL AND SEEDED USING THE TEMPORARY SEEDING PROCESS. SECURE AND PREVENT EROSION FLU UNDERNEATH. 9. DURING DRY WEATHER KEEP LAWS WATERED WITH SPRINKLERS OR OTHER APPRO VAY 4- FOLD AND SECURE MAT SNUGLY INTO ALL TRANSVERSE CHECK SLOTS_ 116th Street ' METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE 5. BACKFILL AND COMPACT TRENCHES AND CHECK SLOTS AFTER STAKING THE MAT IN BOTTOM OF TRENCH -SEE GROUND FASTENING. � REQUIRED ACCORDING TO SEASONAL CONDITION. MATER GRASS AND EXECUTE NECESSARY YMING UNTIL ACCEPTABLE AND FULL STAND OF TURF HAS BEEN ESTABLISHED. UPON 6. BURY FINAL TERMINAL END AS PRESCRIBER ABOVE. ACCEPTANCE BY THE OWNER, THE OWNER SHALL ASSUME MAINTENANCE OF THE LAWN 7. OVERLAP ROLL ENDS BY 3' (MIN.) WITH UP -SLOPE MAT ON TOP TO PREVENT UPLIFT OF AREAS. MAT END OF WATER FLOW. 10. ALL DATES SHOWN ARE NOMINAL AND MAY BE VARIED WITH CONCURRENCE OF THE $• OVERLAP ADJACENT EDGES OF MAT BY 3" (MIN_) AND STAKE -SEE GROUND FASTENING. LANDSCAPE ARCHITECT OR THE LOCAL SOIL CONSERVATIONIST. GROUND FASTENING: SOIL EROSION CONTROL SEQUENCE: 1 _ METAL PINS OR WOOD STAKES ARE RECOMMENDED FOR ANCHORING MAT TO THE GROUND 0 SEQUENCE OF CONSTRUCTION ACTIVITIES TO CONTROL SOIL EROSION: SURFACE_ METAL. PINS SHOULD BE 3/161F DIAMETER STEEL WITH 1 -1 /2' DIAMETER STEEL V) urA WASHER SECURED AT HEAD OF PIN. WOOD STAKES SHOULD BE 1x3" NOMINAL STOCK CUT r° 1. CONTRACTOR SHALL INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE SILT FACE AS IN A TRIANGULAR SHAPE. STAKES SHOULD BE 9' TO 18" LONG DEPENDING ON SOIL DENSITY. Qo PART OF THE INITIAL. PHASE OF ANY WORK TO ENSURE MAXIMUM SILT RETENTION ON -SITE. LONGER ANCHORS ARE REQUIRED FOR LOOSE SOILS. o 2. THE PROPOSED DETENTION BASIN FOREBAYS & SW MU CONSTRUCTED P , ALES ST BE C UCTED RIOR TO 2. NOTE THAT GROUND FASTENERS DIFFERENT FROM THOSE MENTIONED HERE MAY FUNCTION Cr SITE GRADING. INADEQUATELY. CARE MUST BE TAKEN TO ASSURE THAT FASTENERS HOLD MAT SECURELY W C: 3. MASS GRADE THE SITE; SIDES OF SWALES, MOUNDS AND PONDS TO BE SEEDED AND AT THE SURFACE AND HAVE SUFFICIENT GROUND PENETRATION TO RESIST PULLOUT. 1° MULCHED IMMEDIATELY UPON COMPLETION. TEMPORARY SEEDING SHALL. BE REQUIRED FOR 3. STAKE MAT TO GROUND ON 3 TO 5 FAT CENTERS. ADD STAKES AT ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL- SEEDED WITHIN A TIME PERIOD DEPRESSIONS IN GROUND SURFACE WHERE MAT BRIDGES OVER TO ASSURE GROUND THAT WILL PREVENT SLOPE EROSION. FOR TEMPORARY SEEDING, THE CONTRACTOR SHALL. CONFORMITY. UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE 4. DRIVE MOOD STAKES TO WITHIN 3" OF GROUND SURFACE. DO NOT DRIVE FLUSH TO DEPENDING ON TIME OF YEAR. DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AT ALL SURFACE. STEEL OR PLASTIC PINS SHOULD BE DRIVEN FLUSH TO SURFACE. WCTID'il 5 TIMES. 5. IN ALL TRANSVERSE TERMINAL TRENCHES AND CHECK SLOTS STAKE EACH MAT AT ITS 4. CONTRACTOR SHALL CONTROL DEBRIS ACCUMULATION ON ALL STREETS SURROUNDING CENTER AND AT OVERLAPPED EDGES BEFORE BACKFIWNG AND COMPACTING. PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC 6. STAKE OVERLAPS LONGITUDINALLY AT 3' INTERVALS. 106th Street LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM KORTH CHLORIDE, VEGETATIVE COVER, SPRAY -ON ADHESIVES OR OTHER APPROVED METHODS. -SEEDING - SCOPE OF WORK: no SCALE 5. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. 1. A TEMPORARY SEEDING MIXTURE SHALL BE USED IN THE AREAS WHERE STRIPPING OR Ii U V Rllvkn,, ADDITIONAL SEEDING AND STRAY/ BALES MAY BE REQUIRED FILLS HAVE BEEN GRADED AND SHAD_ ALSO BE USED FOR SILT AND EROSION PROTECTION. DURING CONSTRUCTION AS SPECIFIED BY ARCHITECT OR SOIL CONSERVATION SERVICE. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED. SODDING OR MATTING SHALL RIP -RAP SHALT. BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MIN. SIZE 1/3 CU. FT.). BE USED ON ALL SWALES OVER 29 SLOPE AND EMBANKMENTS IN EXCESS OF 4:1 SLOPE. 11 fith Street 6. CONTRACTOR SHALL INSTALL ALL SANITARY SEWERS, STORM SEWERS, SUBSURFACE 2. ALL TEMPORARY SEEDING SHALL. USE HYDRO - SEEDING PROCESS. DRAINS AND WATER MAINS. DRAINAGE BARRIERS PER THIS SHEET SHALL BE INSTALLED AT ALL 3. PERMANENT SEEDING: STORM INLETS (INCLUDING STREET INLETS), AND IN ALL DRAINAGE S TALES AT 100 FT. INTERVALS. DATES SHALL. BE WITHIN THE FOLLOWING DATES: 7. ALL PROPOSED STREET AREAS SHALL BE PAVED AS SOON AS POSSIBLE AFTER A. SPRING: APRIL 1 TO MAY 15 -o SUBGRADE IS PREPARED_ B. FALL- SEPT. 1 TO OCT. 15 (BLUEGRASS SEPT. 1 TO OCT. 1) 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED. TEMPORARY SEEDING MIXTURES: QJI 9. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES WHEAT /RYE 150lbs /AC 1 -1 1/2 DEPTH SEPT. 15 TO OCT. 30 'ry THROUGHOUT THE CONSTRUCTION PHASE OF THIS PROJECT. REMOVE ALL TEMPORARY SPRING OATS 1 fibs /AC 1" DEPTH M)R 1 TO APR. 15 � ooa EROSION AND SEDIMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND ANNUAL RYE 4OIbs /AC 1/4* DEPTH IN. 1 TO MAY 1 /AUG 1 TO SEP 1 Q or COVER TO PREVENT FURTHER EROSION_ GERMAN MILLET 40lbs AC 1!-2" DEPTH MAY 1 TO JUNE 1 SITE PREPARATION: SUDAN GRASS 35lbs /AC 1' -2" DEPTH MAY 1 TO JULY 30 �o o 1. SMOOTH GRADE AND COMPACT ALL AREAS TO BE COVERED WITH MAT. (SEE SPECIFICATIONS FOR PERMANENT SEEDING MIXTURE AND NOTES.) C 2. REMOVE ALL ROCKS, DIRT CLODS, GRASS CLUMPS, TRASH AND OTHER DEBRIS THAT WILL LIFT MAT FROM GROUND SURFACE. SEEDING: 1. SEED AND FERTILIZER SHALT. BE SPREAD BEFORE MAT INSTALLATION. SEED TYPE, FERTILIZER TYPE AND RATE OF APPLICATION SHAD. COMPLY VIM SEEDING SPECIFICATIONS. csuire 1gS OO o -o ~ o ,o. Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.Q. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Z O t=- O z W C!7 G Q U V z D m V w D Q U Q w J Cn V W Q Z 0 Z J <W ce Q U © Copyright 2006 by THE OW MCC= & SHOCJoc CORPMn0N CbPyrWft IkK ales anl*ectwal work, bu design, phm or drawings, and vedfratbm Ardaectural work is the oveW form as wet as the arrangement and composw''tion of spaces and its in the desgn Reproduction without written permission is p•ohbded PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BRF CHECKED BY: gym DESIGNED BY: BRF EROSION CONTROL NOTES &DETAILS e�GGuire a a�shOO OO O O H � Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 0 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.8424345 oms@omscorp.net 0 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O O z W �n a Q U a-l-R U z D J m V LU Z J C/7 2 V 2 cn w 2 Q Z Q a Z J CW Q U I I © copyright 2006 by TK OW McG= & SNOOD CORPORATION CoPy*ft kaxles achitectural work, 6."* dess n, puns or drawings, and specif"bom Architectural work is the overal foam as wel as the arrangement and compos.'tion of spaces and its in the design, Rep<oduction without written permission is prohi*ed. PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BRF CHECKED BY: BWR DESIGNED BY: B� L- •�(Il l SITE DETAILS „ 6 X 6 SQ. POST PAVEMENT ° _ - - - - - - - 2- 4 BARS .t Q ° - - #4 SMOOTH DOWEL -12" LENGTH; - REF.: INDEX SHEET FOR FACE OF BUILDING � a E GREASE &CAP �3 O.C. -TYP. © COMPLETE UST OF KEYNOTES 6 -0 MAX. SPACING • d ° � e a a' o �o 2" CLR. TOP „ SET EXTERIOR SLAB 1/4* NOT ALL KEYNOTES ARE USED OR NOTED ON EACH SHEET. 1/2* EXPANSION JOINT - 1 X 6 PICKET BOARD, _ I _ I 4 r w- 2. 5 C. BELOW FlNISH FLOOR ELEV. WITH SEALANT— TYP. STAGGERED ROWS EACH DEPRESSED CURB e a Mwe �� � ���� 01000 SIDE- EQ. SPACING f, N 6" 0 0 0.4" -- -- 5' UNLESS NOTED OTHERWISE COORDINATE EDGE OF FLOOR a 0 0 0 REFER TO LAYOUT PLAN SLAB W/ BUILDING CONTRACTOR; 02511.A CONCRETE WHEEL STOPS 0 0 2 X 4 RAIL- TYP. " 0 0 0 � : n ---- SLOPE PER GRADING PLAN REFER TO A SERIES DRAWINGS W O -0 OR AS sc�u.E ° a ° ° _ ° a ° 0 02751.A CONSTRUCTION JOINTS • Q � ° � ` CONCRETE FOOTING _ Z INDICATED ON PLAN y r v or ° ° ° ° o _ ° •B CONTROL JOINTS s - e ° • ° or ° .0 ISOLATION JOINTS /EXPANSION JOINTS - . = SLOPE TOP TO DRAIN , DETECTABLE WARNING SURFACE- INSTALL FILTH ADA MAT IMPRESSION; 1/2v ISOLATION JOINT W/ o , JOINT S� 02821.A MOOD FENCE MIN. 6" 8 AGGREGATE / %� %., USE TERRA COTTA RED CONCRETE -' M °° 4 0 16' O.C.- COORDINATE 02878.A EXTERIOR RAILING o \,; . o \� I ,�,�, I I° _ � a FACE OF CURB o :- PIGMENT W/ SEALER TO LIMITS 2 - #4 CONT_; TYP. 3 SIDES PLACEMENT OF W / "7 �` \: A SHOWN CL BUILDING CONTRACTOR 02900A AGGREGATE _ , a -\ ,�\ � z A CONCRETE STOOP FOOTING BUILDING FOUNDATION; REFER -�--� TYP. 3 SIDES 9 9 — TO S SERIES DRAWINGS 5' -0" TYP. �. ��EDIUM BROOM FINISH NOTE: ALL CONCRETE PAVING SHALL HAVE FlBERMESH REINFORCING „ NOTE: All. WOOD TO BE PRESSURE TREATED NOTE: ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING EXTEND STOOP 11-0* WIDER THAN DOOR OPENING- BOTH SIDES UNLESS NOTED OTHERWISE nEr %:9 n Mq&R,9Fo1=TVnoE 9 9 �4 CT(D(DP) CDO SCAV= VV 1?=0" • SCALE X � ? =I • LWOM SCALD: VX1 = ?=W1 RM:: L == RADIUS CORNERS NOTE: BUILDING FACE 1' -0" GALVANIZED CAP � ALL CONCRETE PAVING SHALL HAVE WHITE 000.0 ALUMINUM INTERLOCKING FlBERMESH REINFORCING 1/2* EXPANSION JOINT BLUE BRACKET SET ON BACK OF WITH SEALANT- TYP. SAWCUT JOINTS IN CURB - ALIGN WITH „ 1 /8 X 4 STEEL DASHED RIVER ROCK- SIGN; ONE SET EACH SIGN P , TOOL JOINTS IN WALK; EXPANSION JOINTS @50 O.C. MAX. TYP. EDGING WITH STAKING 1 "4 MIN.- 1-1/2`0 MAX. �{� WALK CONTROL JOINTS- SAME WIDTH AS 2' -0" UNLESS NOTED OTHERWISE TYPE 1A ALUMINUM PANEL SIGN; WALK; I.E. 6 WALK- 6 O.C.- REFER tAk AA J\ SLOPE 1/4* PER FT_ / FILTER FABRIC LETTERING &GRAPHICS- ? ONE SIDE ONLY TO LAYOUT PLAN REFER TO LAYOUT bx „ 2 R %' 0 0 \, �. / 1' -ON o - _ i 2 GALVANIZED WHITE `" ROUND POST PLAN FOR WALK WIDTH 6 PAVEMENT SURFACE- SEE ° o d LAYOUT PLAN \\ X// \\ , \/ -\ BLUE CONCRETE FOOTING- ° e �� \�\ \�, % \� /\\ Y. �, ; , ��; / :. X � ; ; ;� \, / NN NX-\X \�. \,; , SLOPE TO DRAIN a co '% /%' �\ \ /, /j, , \ \ X/,/ % , \ \ \ � \ � � \�� \ ��. \ \ \ COMPACTED SUBGRADE = ,\ _ N , '� TYPE 1 B WHITE \� \, 4 COMPACTED AGGREGATE BASE ,�\ , \\ " g" 6 SMOOTH 10WEL �2 -0 O.C. 2 CONT. ,. ,.� - #4 12" COMPACTED SUBGRADE C �ftljj M F-7131'E T E V 0 C A p no A,5)p_A*7 E r*,. n //'.:;4 E M nut bqu ipj U SCALD: V = TmW rte: L=Q01 SCALE V4" � T=W na�* L`=Q01 SCALE VZ' � l �: L FULL DEPTH EXPANSION JOINT -050' O.C. W/ 8 SMOOTH DOWEL- 2 PER JOINT 2' 6" � RED GALVANIZED CAP ALUMINUM INTERLOCKING N BRACKET SET ON BACK OF 1-1/20 #11 ASPHALT SURFACE / A 1/2 EXPANSION JOINT SIGN; ONE SET EACH SIGN WHITE 11 CONCRETE CURB- RUBBED FINISH, ALL VERTICAE FACES ASPHALT TACK COAT 5" #8 ASPHALT BINDER- PLACED 8" DOWEL 05' -0" O.C. CONCRETE CURB- RUBBED FINISH, ALL VERTICAE FACES TYP 1 A - 2�_6" ALUMINUM PANEL SIGN; FINISH GRADE- SEE LAYOUT PLAN FOR PAVING MATERIAL IN 2 -2 LIFTS O ° 2'_O= " 4 R � FINISH GRADE 13 R � L LETTERING &GRAPHICS- BLACK ONE SIDE ONLY � � o _ _ 2-1/2"0 GALVANIZED DEEP SCORE JOINT � 10' -0" O.C. -TYP. 6A ,. 1 /4 R 2"R 2"-0* TAPER AT 4 #53 COMPACTED AGGREGATE OS) o °° °° ° `�' " 4 ROUND POST END OF CURB �\ PLACED IN i - 4'� LIFT &% ° ° _ as \ ° d _ TYPE 18 \�' 04 \' \ / / / / � \\ �\ \ \� \ / \/\ \ ��\ \ \ \, \ \, \�\ " 4 2 COMPACTED AGGREGATE -0 41111 \� � , J J C " / a �. o ' .�, �: f <} \�\ / fi 53 COMPACTED AGGREGATE CONCRETE FOOTING - 2 -6 \; SLOPE TO DRAIN \ \, <,< \ \ PLACED IN 1- 4 LIFT COMPACTED SUBGRADE �/ \, \\ \\ �\ \� \ . \; \ \,� --RED - ��� CD i % i =� \ \ \ \ ` \ \ \ \ \ \ �\ ' \,�\ \ \ \ \ \ COMPACTED SUBGRADE - N \ \! M ;�; . ',\ \ \�' •� , ;; / \/ \/ / \/ \ / \ / \ / \ / / \ / \/ j " 2- 4 CONT. 9 # . / %� /\ /i. \�. /i. � /\ /i. /i. �! /. \ii\ /i\ �� /\ /i�.�� �! COMPACTED SUBGRADE NOTE: ALL CONCRETE PAVING ti SHALL HAVE FIBER MESH REINFORCING AND ALIGN WITH JOINTS IN VIALK -TYP. TYPE 1 C WHITE 12" NOTE: ALL CONCRETE PAVING SHALL HAVE FlBERMESH REINFORCING AND ALIGN WITH JOINTS IN TALK -TYP. n n AVV DUTV &'10-n'ALT ; &0,3*4 %:A. �� '�"(DLL E10 rf N" 0 R- r' 72 1/2" : !.- SCALE 1/4" TwwO" -: L-� SCAB: T' = � R : Ll n%vALEO V2" = '?=W' 411 TOOLED CONTROL 'Dv/4 JOINT 1= HARDWOOD FINES i BLUE BACKGROUND PAINT SCORE JOINTS SPACING 010' O.C. MAX; o SCORE JOINTS SHALL FORM SQUARES WHEREVER POSSIBLE OR AS SHOWN ON PLAN i „ 6 PREPARED SOIL MIX- 5 = co CONTROL JOINT SEE SPECS. DRAIN TO EDGES OF MULCH BED IN ACCORDANCE WITH CONTOURS �� ! co s s _ OI WHITE �, ;a. �- JOINT SEALER- MIN. JOINT FILLER STRIP EE SCHEDULE, 6 -4 " p 4 '' 4 h �� 1/2 DEPTH 1 -1 /4" LONG EXPANSION CAP FOR SPACING PREPARED SOIL MIX -SEE SPECS. � " 7 -4 4 N V/2 COMPACTED SUBGRADE 3' -4" 22.5• w -° �� /, \\ /\ / \\ /:\ / \\ /\ ; \ \ i.. /.\ i.\ /\ /\ , \� / \ .. c 5 -0 1/2"0 SMOOTH DOWE LUBERICATE THIS END OF DOWEL 24" LG. 0 18" O.C. NOTE: ALL STRIPES TO BE 4" PAINTED WHITE EXPANSION JOINT r "AP 0 i%F) LF00 F)LAV TOP Cn co VL N — 2 8 rr 0 P C i T E JOEP T`� 0 1P I V! SoCALE 114P VuwO" R3-:: LvaWl - .� A�.. 1/21 '-� R2F: L == AL : 3/4!1 = �-W" . L -= % FILL PIPE WITH CONCRETE; TYP. TRIANGULAR SPACING C:01� V_ 1 8 -4* 1' -5" 10" 11 EXPANSION JOINT WHERE PAVING ABUTTS VERTICAL SURFACE WITH 11 3' -8" ROUND TOP TO DRAIN SPACING @50' O.C_ MAX. 3" DEPTH SHREDDED HARDWOOD MULCH o SCHEDULE 40 STEEL ROUND 1 /2" EXP. JOINT 1/4 DEPTH OF PAVEMENT TOOLED; MATER�- P VIEW AFTER SETTLEMENT; MULCH LIMITS OF SHRUB CANOPY OR MULCH ENTIRE BED NOTE: 1. PREFORMED THERMOPLASTIC ;� PIPE; P _ > HINT YELLOW JOINTS NOT ACHIEVEING 1/4 DEPTH OF PAVEMENT SHALL BE SAWCUT WHEN SHRUBS ARE GROUPED OF ROOT MASS TO BE 1 MARKINGS; COLOR -WHITE = SLOPE TO DRAIN a , , .. a = Cr W /TOP ABOVE FINISH GLADE 2. CENTER ALL MARKINGS AVEMENT SURFACE VARIES s ° • °z �, IN CENTER OF DRIVE LANE REFER TO SITE LAYOUT PLAN o o o DRAIN TO EDGES OF MULCH BED IN ACCORDANCE WITH CONTOURS 3. REVERSE TURN ARROW FOR RIGHT TURNS % �\ \\ \ f/\ � /, \�\ \ /'\ �� �. _ 4 #53 AGGREGATE LEVELING COURSE /,\ /� �\ /\ /\ /�� - ,. � \ \/ \/ /TALKS 2 \�\ \, \\,\ CONCRETE FOOTING ONLY; 6 FOR PAVEMENT AND EQUIPMENT PADS Q PREPARED SOIL MIX -SEE SPECS. o .. COMPACTED SUBGRADE COMPACTED SUBGRADE ,\ ��� NOTE: ALL CONCRETE PAVING SHALL. HAVE FlBERMESH REINFORCING 8, -O" -� n �-0= CONCRETE PAVING SHALL A LIGHT BROOM FINISH -TYP. - UNLESS SE.- 1 NOTED OTHERWISE; BROOM TRANSVERSE TO DIRECTION OF TRAVEL "O'U '50' no L A W 7 E M -- UvU ... 0 1 '°�' �C� 114" = ToPO" : L � SCALE 114P � : L== SCALD: �/�" � �'-�"' M: L.- SCALE *3/4" c 1?=Wl : L METAL POSTS PRUNE AS SPECIFIED BY LANDSCAPE ARCHITECT. DO NOT CUT LEADER. 0.4" 2. 5" _C. �- PAINTED STRIPE -TYP. --` THIN BRANCHES BY 1/3, RETAINING NORMAL TREE SHAPE. PAINT ALL CUTS ° 0 0 0 •,��, 0 0 0 C.N. EDGE OF SIDEWLK, RETAINING s OVER 3/8 W/ APPROVED PAINT. O �pQ 0 0 0 `-� W WALL OR STRIPED LINE 1 " # 11 ASPHALT SURFACE OJ PLAN �� Q� RAISED CONCRETE CURB S� QP 3 4 "O HOLES FOR 1 2 "OX 18" / / PINS; DRIVE ANCHOR RODS ASPHALT TACK COAT CABLE ENCASED IN RUBBER HOSE � �9. 1 2" f / BELOW TOP OF WHEEL STOP 2' g p # ASPHALT BINDER FETAL POST- 2 PER TREE; SET INTO MEDIUM BROOM FINISH CONCRETE FLUSH W NCO / PAVEMENT � o - TREE WRAP UNDISTURBED SOIL- MIN. OF 6" C,5 ���� ���� O ° � Q 0 SET BALI. 3/4 ABOVE FINISH GRADE TO ALLOW FOR SETTLEMENT � �A ALIGN CENTER OF LANDING ,. 8 #53 MP�. �o " COMPACTED AGGREGATE //\ / '/ � //\ �� '�/ % // Z- 4 LIFTS N\1 \� \\ \ N % \ \ \ CENTER Of HANDICAP 6 MIN. 3 OF SHREDDED 1 HIGH SAUCER SHAPED BERM ACCESS AISLE HARDWOOD MULCH 2 UNDISTURBED SUBGRADE DETECTABLE WARNING SURFACE- �. COMPACTED SUBGRADE FERTILIZER TABLET , j\ - \/ PLATFORM FO r0 INSTALL WITH ADA MAT IMPRESSION; R UT p USE TERRA COTTA RED CONCRETE PIGMENT N STEALER TO UNITS / SHOWN- TYP. • �� PRECAST CONCRETE PARKING BUMPER, \ - REINFORCE W/ 2 #3 BARS NOTE: ALL CONCRETE PAVING SHALL HAVE FlBERMESH REINFORCING w �1 Oft O••.I �-I � � � A w _ _ _ - - - - - - - - - - - e�GGuire a a�shOO OO O O H � Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 0 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.8424345 oms@omscorp.net 0 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O O z W �n a Q U a-l-R U z D J m V LU Z J C/7 2 V 2 cn w 2 Q Z Q a Z J CW Q U I I © copyright 2006 by TK OW McG= & SNOOD CORPORATION CoPy*ft kaxles achitectural work, 6."* dess n, puns or drawings, and specif"bom Architectural work is the overal foam as wel as the arrangement and compos.'tion of spaces and its in the design, Rep<oduction without written permission is prohi*ed. PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BRF CHECKED BY: BWR DESIGNED BY: B� L- •�(Il l SITE DETAILS OR& PAO r�.= STRUCTURE SCHEDULE EASTERN PORTION OF NEW STORM SEWER SYSTEM STR. STR. TYPE TOP OF RIM PIPE SIZE DIRECTION IW. ELEV. DETAIL NEENAH COMMENTS LNG N 1 INLET 896.70 12" HDPE SE 894.20 2/L -602 R -3433 2' x 2' STR. TYPE 'A' GRATE N2 INLET 896.70 12" HDPE NW 893.92 2/L -602 R -3433 2' x 2' STR. 12" HDPE SE 893.90 TYPE 'A' GRATE N3 INLET 896.84 12" HDPE N`r! 893.52 1 /L -602 R -3433 4' DIA. STR. 6' PERF. NE 894.02 TYPE 'A' GRATE 18" HDPE S111 893.02 W/ RAND BASE 6• PERF. W 894.02 N4 INLET 896.30 18" HDPE NE 892.65 1/L -602 R -3433 4' DIA. STR. 18" HDPE SW 892.60 TYPE 'A' GRATE 'W/ ROUND BASE N5 INLET 896.00 6" PERF. N 893.71 'A-602 R -3433 5' DIA. STR. 18' HDPE NE 892.43 TYPE 'A' GRATE 6' PERF. E 893.71 W/ ROUND BASE 6" PERF. S 893.71 24' HDPE SW 891.11 6' PERF. W 893.71 N513 INLET 89420 12" HDPE NE 891.19 2/L -602 R -3433 2' x 2' STR. TYPE 'A' GRATE N51) INLET 893.50 12" EXIST. NE (891.1 2/L -602 R -3433 2' x 2' STR. 12" EXIST. Sw f891.1 TYPE 'A' GRATE LOCATE NEW STR. OVER EXIST. STORM RELOCATE EXIST_ INLET 895.30 12" HDPE SE 893.00 EXIST. EXIST. EXISTING STR. EXIST. NEW INVERT OF #7 EXIST. STORM EXIST. DOST. INLET EXIST. EXIST. NW EXIST. EXIST. REPLACE EXIST. EXISTING STR. 11 CHANGE LID TO EXIST. SE EXIST. GRATE WITH SOLID A SOLID CASTING 12" HDPE SW 891.00 LID CASTING. EXIST. EXIST. INLET EXIST. 24" EXIST. NW 889.62 EXIST. EXIST. EXISTING STR. #12 24" HDPE NE 891.00 24" EXIST. SW 1 889.61 CENTRAL PORTION OF NEW STORM SEWER SYSTEM STR. STR. TYPE TOP OF RIM PIPE SIZE DIRECTION INV. ELEV. DETAIL NEENAH COMMENTS CASTING N6 CURB 895.59 12' HDPE NE 892.59 8/L -602 R -3292 2' x 3' STR. INLET 6" PERF. NE 893.09 6" PERF. Sw 893.09 N7 INLET 895.30 12" HDPE SW 892.26 1 /L -602 R -3433 4' DIA. STR. 18" HDPE N 891.81 TYPE 'A' GRATE 18" HDPE E 890.72 W/ ROUND BASE N76 CURB 895.48 18" HDPE N 891.89 8/L -602 R -3292 2' x 3' STR. INLET 18" HDPE S 891.87 6' PERF. W 892.48 6' PERF. E 892.48 N7C FLARED HDPE NA 18" HDPE S 892.00 NA NA END SECTION N8 NOT USED N9 INLET 895.00 18' HDPE W 890.07 1 /L -602 R -3433 5' DIA. STR. 24" HDPE S 889.64 TYPE 'A' GRATE 6' PERF. N 892.00 W/ ROUND BASE N10 INLET 894.40 24" HDPE N 889.28 1/L -602 R -3433 5' DIA. STR. 12' HDPE NE 891.34 TYPE 'A' GRATE 24" HDPE S 889.23 W/ ROUND BASE 12' HDPE W 891.40 N 10B INLET 894.50 12" HDPE Sw 891.50 2/L -602 R -3433 2' x 2' STR. 10" PVC NE 891.67 TYPE 'A' GRATE N10C INLET 896.70 12' HDPE E 891.80 2/L -602 R -3433 2' x 2' STR. 6" PVC N 893.70 TYPE 'A' GRATE 6" PVC S 893.70 N10D INLET 896.87 10' PVC SW 892.59 2/L -602 R -3433 2' x 2' STR. TYPE 'A' GRATE EXIST DUST. INLET ADJUST RIM 24' HDPE N 889.02 EXIST. R -3433 EXISTING STR. 119 TO 893.90 24" EXIST. SE 889.02 TYPE 'A' GRATE �N PORTION OF NEW STORK DER SYSTEM STR. STR.. TYPE TOP OF RIM PIPE SIZE DIRECTION INV. ELEV. DETAIL NEENAH COMMENTS CASTING N11 CURB 895.11 15" HDPE SE 892.04 8/L -602 R -3292 2' x 3' STR. INLET 18" HDPE W 892.04 C PERF. E 892.50 N 11 B INLET 895.70 15" HDPE Y/ 892.53 2/L -602 R -3433 2' x 2' STR. 10' PVC E 892.95 TYPE 'A' GRATE N11 C CURB 895.59 15" HDPE E 892.39 8/L -602 R -3292 2' x 3' STR. INLET 6" PERF. NE 893.00 6" PERT SW 893.00 15" HDPE Sw 892.39 N11 D INLET 895,25 15' HDPE Nw 892.31 2/L -602 R -3433 2' x 2' STR. 12' HDPE S 892.31 TYPE 'A' GRATE N11 E INLET 8955 12" HDPE N 893.00 2/L -602 R -3433 2' x 2' STR. TYPE 'A' GRATE N12 MANHOLE 896.35 24" RCP E 889.64 1 /L -602 R -1772 4' DIA. STR. 24' RCP S 889.64 N12B MANHOLE 895.30 24" RCP N 890.22 1/L -602 R -1772 4' DIA. STR. 18' RCP SW 890.29 N12C PRECAST NA 18" RCP NE 891.00 NA NA END SECTION N13 MANHOLE 894.60 24" EXIST. SE 889.20 1/L-602 R -1772 5' DIA. STR. 24" RCP w 889.24 N14 PRECAST NA 24' RCP SE 892.35 NA NA END SECTION N15 INLET 895.72 18" HDPE SW 892.22 1/L -602 R -3433 4' DIA. STR. 6" PERF. NW 893.70 TYPE 'A' GRATE 6' PERE NE 893.70 W/ ROUND BASE 6' PERF. SE 893.70 6' PERF. SW 893.70 15" HDPE NE 892.22 N16 INLET 89533 24" RCP NW 892.23 1 /L -602 R -3433 6' DIA. STR. 18" HDPE NE 891.80 TYPE 'A' GRATE 30" RCP S 891.56 W/ ROUND BASE 6" PERF. Sw 893.23 6" PERF. SE 893.23 18' HDPE E 891.72 N17 PRECAST NA 30' RCP N 891.26 NA NA END SECTION iPe ,&11#10. 00 0 O r ,o. Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 0 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z 0 Q 0 z W cn Q V LD ZD 2 D J m ::2 w D Q U Q i : W z J C) Z V Z F- cn w 2 Q Z Z J <W Q U © Copyright 2006 by Rf OW Mc G= & SH= CORPORATM CoPyV t induces ard*ectral work, buUng des4n, plans or drawings, and spedfications. Arditectiral work is the overal form as wel as the arrangement and composhion of spaces and dements in the des4;m Repro&uction widx ut written permission is prvhi*e&. PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BRIF CHECKED BY: BWR DESIGNED BY: BIZF ELIC (.x(11' SITE DETAILS PLAV M- OTE80 Iulre 1. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS � BEFORE BEGINNING WORK. ADJUST PLANTINGS AS 90, g � NEEDED TO MISS BOTH OVERHEAD AND UNDERGROUND ,_ � Q � UTILITY INTERFERENCES. COORDINATE ADJUSTED F- Wo LOCATIONS WITH ARCHITECT. O 9� D e9 __ 2. CONTRACTOR SHALL VERIFY FlELD CONDITIONS; NOTIFY '� JOB' _ _ ZV _ _ _ _ _ _ _ _ _ _ 116TH STRE CENTERLINE __� _ _ _ _ _ �V TV o_ _ _ s _ _ _ _ 116TH STRE T _ _ _ _ _ _ _ _ _ _ � � ARCHITECT OF ANY DISCREPANCIES. Rsr. Rsr_ sr. Rsr. Rsr. � s . 3. ALL BEDS ARE TO BE SPADE CUT EDGED, UNLESS /> V—�— TV �T� — � � Lai MB SPECIFIED WITH MOW STRIP. ALL PLANTING BEDS TO Master Planning - --------- R Sr Rsr. ---- UT— ----- J BE INSTALLED WITH WEED BARRIER BELOW MULCH. ° -- — —897 ag6�8g5 93 4_ ALL PLANT MATERIAL SHALL CONFORM TO ANSI Architecture - - - - - 9 - - - - - - - - - - - � - - a 896 s Z 60 -1996. � �g9 $ 900 - 96 �9 gg4 893 Landscape Architecture FUTURE 0' ASPHALT PATH � _� ' � � 5_ CONTRACTOR SHALL REGRADE, REPAIR AND SEED Engineering S46A MOWN, MINE, — — Sunni, — — — MOWN, — MEMO, — MEMO — — — � — — — — — ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING Interior Design PROPOSE RIGHT -OF -WAY F — — — — — — — �,� _ _ _ ANY AREAS OFF PROPERLY AND OR OTHERWISE NOT ---- -- �o eg Technology Design ' 8gj � �0 9� �� INDICATED ON PLANS. POSED 40' BUILDING SETBACK I 4d FR NT Y D ETBACK � wMo $ / CONTRACTOR TO I�AI AIN fi. ALL PLANT LOCATIONS SHALL BE STAKED BEFORE O ��w Amm mining, Mining, mining, MEMO, MORE, Mining, mom MEMO, mining, MEM aging, Maine, Munn, mugs, miMin, o� mugs, aging, Mugu, inning, mEm MEMO, mom MINES, minni, 4� mmw -amm MOWN, Sunni, Mining, �m MEMO, mom mingi, mi MEMO, �..�lD � ARCHITECT L WHEN PLANT 5875 Castle Creek Parkway 9()4 ru SC OOL SIGN AT ALL TI�IEg.J LOCATIONS ARE STAKED AND SHALL REVIEW AND AP R AM MR LT AR 2 3 wvo � MR • • � Suite 440 � 2 1 3 3 2 I 3 9 3� � � FIRE CNN CTN o • • • � APPROVE LOCATIONS BEFORE PLANTING BEGINS. Indianapolis, Indiana 46250 j g oH2O RI i EED 7. REFER TO SITE DETAIL SHEEP L -601 FOR ALL 317.842.0000 �/ � 9 ���� QO PLANTING DETAILS. Fax 3V.8424345 oms@oMSCOrp.net O O i � � 0 8_ REFER TO SHEET L -702 FOR PLANT SCHEDULE. Q O ELE SEED �j� U aF �t , � cc 00 � A , u o 6765 North State Road 37 1 I 0 P.O. Box 2149 � I � � o � Bloomington, Indiana 47402 812876.2020 I o 0-) � C ° ¢ CO TOR VD' I��A1NT N Fax 812.876.2047 � 0') ' D e p � ACCESS RECEMNC� LIMITS OF CONSTRUCTION � � � � 9' ... •.. AT ALL 0 i ,q ,9 .9 CONTRACTOR TO AlAINTAIN O '�'�'- • • •. g9� I U) ,�o EMERGENCY EGRESS FROM 9 '��•'�:�gg�•:• •:•.� � e e e e _ �� � BUILDING AT ALL TIMES. ring—I SEED s9s- � 0 � � � • � � CONTRACTOR PROVIDE � ............ i' IRRIGATION SI F� � � � � � � THIS �.'t. -REFER � -� 150 _ ' .•.•'•'• �� j SEED � SEED 'SERIES RAWINGS MOWN � �� ••.�....•.•. .•. I / TER CONNEC � ON LOCATION SEED MWAMM � SEED MR SEED \` '•'•' � AIR r � '.�.. . VM �g � 3 g95 �6g�, I S M2 ' oEIECTRIC X MIN, RIM � 9 � � PA HS SE a� \ 12 GT LLJ cc 100, \SP RA 8 a96 �--�= 4 � � ' � I �i TM I SEED WATER QUALITY- WILDFLOWER ` 9 N S � / �/ � � SEED MIX— REFER TO PECS_ � AR 97.50 � � 7 2 � ` PV � �� 2 SEED / � / � 90,3 � � T �� � i / SE 5 AG �� � `� SHRUB ALTERNATE /0 a SEED �9 � 5 � .. _ .•.•.•.•;•;•;•;•.•.•.•.•..�. -.- � � � SEED � � � SEED � 3 S Z � / s : � :�:�:�:-:�:�:-:�:-:-:-:.:.:.:.' / �,. � �� � � CONTRACTOR TO PROTECT � CERTIFIED � ...:..:....::...• � � SEED � � �'�'�'�'�'�'�'�'�'� � I � "� + // CONSTRUCTION P"G RA SEED cc � 8/9 4 � �, A / �� IXISTIN SOCCER FIELD _ \ 5 N C . -� � 4 � / R TREE TERNA SEED TM � S � � REVISIONS 1 \�\ � + I �� \\ 8 ,1- ` �,� \....-DO NOT STORE UIPt�ENT � c, nD —L OR VEHICLES ON FIELD � • � v � J SEED � \ S�E � \` \ � / / N 144 � I � 898 g � � � Lo ' 898 � � / D � � I ' ' CO � i � SEE ` � ` \ �j Z 00000 z 00000 E OF 00*00 go< 9 0 00000 LA co co to co 00 � 00 EXISTING NNIS COU .100' _ 0000 ego 000*0 900 _ 6 — SEED I � '� � Son r ,� I � I ° PRACTICE SOCCER FIELD � I Q - Q (_0 '0011111i LU co LLJ Lij Fj I 1 11 *00100-0 ool .0 _ _ _ _ _ _ NEW DRAINAGE EAS MENT _ _ _ ' � / �90, SEED SEED / � 'oe m 1 co Q 00 IS .......•.-.•.•...-.• �, ��, � � I '��`;� j NOTE: \ q '•.•'•'•'•'•'•'•'•_•_•,•:•. .•'• �� t � , y�`'� 1_ CONTRACTOR TO USE EXTREME CAUTION IRKING FAT ��� � � .......... ........•.... � F 1 SEED I o � � - .•_•.•'•' ' .•.•.•.•.• .•.•. :•.• I \ p � 'h IN AND AROUND EASTERN PANHANDLE IXISTING \ � PIPELINE- 00 U got .... :'':� .'.'.:.:.'. / / , / / � / 1- 800M382T5544 AT�LEAST 48 THOURS N(2— RKING �9� ............... .' ' .•.•.•:.'.'.'.'.'.. I / � DAYS) PRIOR TO ANY AC .•,•,•,•.- .•.•.•.•.• . _•.•.• .•.•. � 111111 / WAY SO THAT EAS ANHANDLE MAY HAVE A \ " " " " � � REPRESENTA RESENT TO ENSURE THAT THERE � � \ •.•�•�.�.�.........•.•.•...•� .•.•...:...•.•.• S ARE NO NFLICTS WITH THE PIPELINE. &9� WATER QUALITY— WILDFLOWER ............'.'........ ...'...,.:......... \ � � / � �. - \ SEED MIX— REFER TO SPECS. ; :.......... :......' :::: :.......... � / � / / / , / % 3. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL /��`' \\ O Copyright 2006 \ ............................ � / NECESSARY SAFETY PRECAUTIONS AND WILL BE �� \ by of OW ►,Cc�e & s+ -ioox co�eowAnow , , ,, , , , ,, , , , ,, , , ,, , , , , , , , , . � / / HELD RESPONSIBLE FOR ANY DAMAGES CAUSED �� c�,�;ft :,a�,am a►a,��.� work, t,� ate,,, ... .... • • .. • • . •'. TO PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. d� « �a�, �d �t'�c�. �►dit�� ..'... ...'.'...'.'.'.'.'...'.'.'.'.'. .'.'.':.'.' --� � \� � \ work is the overa! form as wd as the arrangement ........ and mmposltiwn of spaces and demnu h the desist 902 `� ......... ::: . h�, � G�C��I nuo L �Q�� PROJECT: 05057 � M j /9 � SCALE: 1'= 1000' DATE: FEBRUARY 27, 2006 ��c, � � DRAWN BY: 93 � 5879 6Q1 "W � � - mining, � — Rif CHECKED BY: BWR � � DESIGNED BY: BRF 9 � ` 897 896 / 899 898 � � / MOWN, 4m� MOWN MEMO, MOWN 4BEEMO� 46 900 . ..... 901 Q n.5 z Q (1 � 2 � � - i enrncrecr w erg _ePPe . ......... 25 .... ..... ... . Ce �c 1 - -8 97� 94 893 / 896 9� SE /G s N%l / )c 1 ry H te\ ' / ^\ \ ex SIGN r � PLUffNOTE: SIZES INDICATED ARE MINIMUM ACCEPTABLE SIZES FOR PLANT STOCK; LARGER SIZES MAY BE UTILIZED. SYMBOL: BOTANICAL NAME: COMMON NAME: SIZE: CONDITION: REMARKS: AP ACER PLATANOIDES 'DEBORAH' DEBORAH NORWAY MAPLE 2-1/2" CAL. B&B - AR ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2 -1/2" CAL. B&B - AS ACER SACCHARUM 'COMMEMORATION' COMMEMORATION SUGAR MAPLE 2 -1/2° CAL. B&B - AG AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2" CAL. B&B; SINGLE STEM - AM AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 8'HT. B&B; CLUMP FORM - CC CRATAEGUS CRUS -GALLI INERMIS 'CRUZAM' CRUZAM HAWTHORN 2-1/2v CAL. B&B - GT GLED111SA TRIACANTHOS INERMIS 'IMCOLE' IMPERIAL HONEYLOCUST 2-1/2" CAL. B&B - HS HEMEROCALLIS 'STELLA D ORO' STELLA D ORO DAYLILY 1 GAL. CONT.; SPACE 30" O.C. - LT LIRIODENDRON TUIIPIFERA TULIP TREE 2-1/2= CAL. B&B - MP MALUS 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 1 -1 /2" CAL. B&B - MR MALUS 'RED JEV&L' RED JEWEL CRABAPPLE 1 -1/2" CAL. B&B - PV PANICUM VIRGATUM RED SWITCH GRASS 2 GAL. CONT.; SPACE 36" O.C. - PA PENNISETUM ALOPECUROIDES *HAMELN" DWARF FOUNTAIN GRASS 2 GAL. CONT.; SPACE 36' O.C. - PG PICEA GLAUCA DENSATA BLACK HILLS SPRUCE 6' -8' HT. B&B - RA RHUS AROMATICA 'GRO -LOW' GRO -LOW FRAGRANT SUMAC 15V -18" CONT.; SPACE 48" O.C. - QR QUERCUS RUBRA RED OAK 3" CAL. B&B - SB SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIRAEA 15 " -18° CONT.; SPACE 36" O.C. - SP SPIRAEA JAPONICA 'LITTLE PRINCESS' LITTLE PRINCESS SPIRAEA 12 " -15" CANT.; SPACE 36" O.C. - TM TAXUS X MEDIA 'DENSIFORM' DENSI YEW 24" HT. B&B OR CONT. - VC VIBURNUM CARL.ESII KOREAN SPICE VIBURNUM 24" HT. B&B OR CONT. - VR VIBURNUM X RHYTIDOPHYLLUM 'ALLEGHANY ALLEGHANY VIBURNUM 24' HT. B&B OR CONT. - VM VINCA MINOR 'BOWES' BOWIES VINCA 2-1/4" P.P. FACE 10" O.C.; STAGGERED ROWS - ell �'- F CONC. WALK i i i i S0061 1101 "W 42.76' L933TH 1. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS BEFORE BEGINNING WORK. ADJUST PLANTINGS AS NEEDED TO MISS BOTH OVERHEAD AND. UNDERGROUND UTILITY INTERFERENCES. COORDINATE ADJUSTED LOCATIONS WITH ARCHITECT. 2. CONTRACTOR SHALL VERIFY FIELD CONDITIONS; NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ALL BEDS ARE TO BE SPADE CUT EDGED, UNLESS SPECIFIED WITH MOW STRIP. ALL PLANTING BEDS TO BE INSTALLED WITH WEED BARRIER BELOW MULCH. 4. ALL PLANT MATERIAL SHALL CONFORM TO ANSI Z 60 -1996. 5. CONTRACTOR SHALL REGRADE, REPAIR AND SEED ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING ANY AREAS OFF PROPERTY AND OR OTHERWISE NOT INDICATED ON PLANS. 6. ALL PLANT LOCATIONS SHALL BE STAKED BEFORE PLANTING. ARCHITECT SHALL BE NOTIFIED WHEN PLANT LOCATIONS ARE STAKED AND SHALL REVIEW AND APPROVE LOCATIONS BEFORE PLANTING BEGINS. 7. REFER TO SITE DETAIL SHEET L -601 FOR ALL PLANTING DETAILS. G�CV P L 3 V� Ste: I • -,000� ,C,uire 000 .0 OO 00 H O �j ,off Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS I I z O O z W U V z D J m U W Q V Q w Z J O 0 U cn Z V 2 H can w Z I� Q Z Q D Z J L<JJ G Q V o Copyright 2006 by 1M OCU M cGXZE & SH= CORPORATM CoPyVvt irxixies archdecturas work, bulckg design, plans or cirawir>!gs, and sped4`bcations. Arditectiral work is the overal form as wel as the arrangement and conVasiftion of spaces and e6ments in the desigm R without written perrriksion is prohbited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: BRF CHECKED BY: BWR DESIGNED BY: BRF LANDSCAPE PLAN - AREA 10 /-Is - rj �---, r-- ,---, k" f- f-- /' '% , -, N i r, ,�. , �, ., ; I Ij 1 i ! 1-v '", `,� �- 1: , r ;- ! ):- 1; N . % .,.,j . . __ . �� I I : f D f__ R Q� � I il�. I �_ ,,�/,_� _ I r- E . . , -- - -- -- j- � I." - , k�! , I � �_. �_ ,;� --, i-j r - �_`, ; / I ! - 3 ,J I " 'i L_ . Lj I \ -) I I 3- *.-, 1 \L). � -) 'I , - - - - - .:"-- !% i r__ . I � , . . 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I I / I I I., 4 i I i � I ! * t 1__" j, / .1 i ; . I I .. I i i ,; I " . I i i . . I . i I , i I t � i ,- "-` .I I I ; I ; � .1 j i I . ; . i I � i ; : I - . i t 'I-,' �.111 I i 1. f i I : - / 11 ! . I I � 11 f, . ; i i I I I 1 1__,� i I ; I ! i 11 I I I I., . ! I j I t I ; , 1 11 I I . I I I . I I J I i # I i I i I / 11 j I i I I I ! GEP ERAL P DYES 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE VIITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 2. ALL TRANSITIONS OF PIPE FROM ONE MATERIAL TO ANOTHER SHALL BE K.ADE WITH THE APPROPRIATE FTMNG, ADAPTORS AND SEALANTS. . 3. COORDINATE ALL NEW INSTALLATIONS VM OTHER TRADES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ANY BURIED UTILMES PRIOR TO EXCAVATION. Uft 6. ALL SURVEY, PROPERTY BOUNDARY. TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY THE SURVEYING ENGINEER. ODLE MCGUIRE AND SHOOK CORP. 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( ) CONNECT NEW 8n SANITARY SEVIER LINE TO EXISTING 8n SANITARY LINE AT THIS POINT. 0 NEW 8" SANITARY SEVIER LINE 0 EXISTING 8" SANITARY SEWER LINE TO BE REMOVED. 0 CONNECT NEW 6" SANITARY SEVIER TO EXISTING LIFT STATION INLET, VERIFY INVERT ELEVATION- ( D6 NEW 4w SANITARY SEWER LINE, ALSO SEE DRAWING P200. ( ) REPLACED BOTH EXISTING SEWAGE EJECTOR PUMPS WITH NEW GREATER CAPACITY PUMPS. SIZE AND CAPACITY OF PUMPS G EQUIPMENT SCHEDULE, 0 CONTRACTOR TO CONNECT NEW 6" WATER TAP INTO EXISTING WATER MAIN AT THIS POINT, VERIFY EXACT LOCATION. 0 LOCAL GAS UTILITY TO TAP EXISTING GAS MAIN AT THIS POINT, VERIFY EXACAT LOCATION. @) EXISTING ACID NEUTRAUZATION BASIN TO BE REMOVED COMPLETELY. "AW a ALL EXISTING PROPANE GAIS PIPING TO BE REMOVED. F TANK AND RELATED PIPING AND VALVES TO BE REMOVED COMPLETIR. 0 EXISTING WATER LINE TO BE CAPPED AT THIS POINT. 0 NEW r-h'z SERVICE, FURNISHED AND INSTALLED BY THE LOCAL wr" GAS COMPANY. @ L%Q,z1 FURNISHED AND INSTALLED BY THE LOCAL COMPANY. W^ Al"Z3 SERVICE REQUIREMENTS: 474 CFH- 0 10*WC. UIDUH 4!00j,�, 0 1 ��.,� * - ut re ,& L***O 13 -, - . - v - - 1 . - - z I i 0 1 , - - i . 0 0 0 I= ,on 10� """10 - - - 0 - - - "I t - AD � r!% :: . - t %%, . 049 *ZF Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design * 5875 Castle Creek Parkway uite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms@omscorp.net * 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 -11 CERTIFIED REVISIONS I �� (::) F� �> C:) LU cil") n ::�E .4< U LD 2: M.j ry*1 L) L) .4< i : umi - I C) (z) (j (/Mj"* U >� F� V) > < z < 0 z .j LLj ::E Ce < U I &) Copyfight 2006 by Pf COLE McGJRE & SH= COMI'MnON Czpr*ht kxkides arclaechral wmk, bWdm design, plaw or dratwimp, and Vedficafions. Arditectural work is the overAl form as wel as the amangernent and composlMon of spaces and eknimmu in the des4px Rqmx6:bcn wWxnd written parisAm is pmWdecL PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: D103 CHECKED BY: jCM DESIGNED BY: 1310 . - - I I P1 I IMRINC2 -C%ITF P1 AN 1 i T� r 8 I M PA Ba M su /' ` ti\ i.r._�'" -y-� y�TM..%/.'\. X75•'- -- •_`-`- _ � ti \,, � . �� �_ ..'. /r' � ,,, ,.,•, .ice 5 .^ � _ �✓ ._._... -_ .... i ;L�, - f : � , f i r .-• ,rJ• -. j j, - r � . �i � f � J j ' % ff, J" /f ter. /f i J: i� i r'• _ r r r Z r ,l r r ^. `i / / `l ,f . X J L.1.1 L.L..1 L CT ICAL SITE FLA -1 (3[P=M[F=Rt%L VOTES 1. ALL CIRCUIT INDICATED ON THIS DRAWING IS TO BE UNDERGROUND UNLESS NOTED OTHERWISE_ 2. CONTACT MR. NORM SCHOPPENHORST OF IP &L AT PH: 317- 261 -5277 FOR UTILITY COMPANY COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. 3. ALL UNDERGROUND WIRING TO BE 36' BELOW FINISHED GRADE MINIMUM. 4. CONTRACTOR SHALL CALCULATE VOLTAGE DROP AT EACH FEEDER USING ACTUAL DISTANCES OF CIRCUIT LENGTHS AND MANUFACTURER'S LOAD DATA INFORMATION_ IF VOLTAGE DROP EXCEEDS 3% THE CONTRACTOR SHALL. INCREASE THE FEEDER SIZE AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER_ 5. BRANCH CIRCUIT TO BE MINIMUM 10 AWG WIRE AND 1 * CONDUIT. 6. CONTACT MR. XXXXXXXXXXXXXXXXXXXXXXXXX AT PH: 317— XXX —XXXX FOR CABLE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE_ 7. CONTACT MR. XXXXXXXXXXXXXXXX AT PH: 317- XXX -XXXX FOR PHONE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. noC�aG� �1 NEW 4' PVC CONDUIT UNDERGROUND TO REfEEU EXISTING SERVICE TO HOUSE. PROVIDE 36' PVC ELBOW UP EXISTING POLE. O PROVIDE QUAZITE BOX AT APPROXIMATE LOCATION. ROUTE ONE (1) 2' CONDUIT FROM QUAZITE BOX TO HOUSE TO REEFED SERVICE. PROVIDE NYLON PULL STRING IN CONDUIT FOR CABLE TELEVISION COMPANY. CABLE TELEVISION TO ROUTE CABLE TELEVISION FEED TO EXISTING HOUSE. �3 EXISTING UTILITY POLE TO BE REWORKED BY IP &L 4O EXISTING PRIMARY TO REMAIN. O VEHICULAR POLE BASE. REFER TO DETAIL 1/E501 FOR ADDITIONAL INFORMATION. O6 BOLLARD BASE REFER TO DETAIL 3/E501 FOR ADDITIONAL INFORMATION. O7 EXISTING SITE LIGHTING TO BE REINSTALLED IN NEW LOCATIO AND ON NEW CONCRETE BASE. O8 NON - VEHICULAR POLE BASE. REFER TO DETAIL 2fE501 FOR ADDITIONAL INFORMATION. O9 ROUTE 310,1 "C BACK THROUGH NEW CONTACTOR C5 IN EXISTING MULTIPUPOSE BUILDING. PROVIDE NEW 20A -1P CIRCUIT BREAKER IN EXISTING CUTLER HAMMER PRL -1A PANEL 'LP1.' CONNECT TO NEW SITE LIGHTING BRANCH CIRCUIT OT NEW CIRCUIT BREAKER. ive ,&$ a� OO o 0 o Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z 0 Q O z LU a U 06 U 2 D m U w D Q U Q W J 0 C) (JI) v z w z •r I O Copyright 2006 by ThE ODIF Mcf,Ll2E do SFiCX]0C CORPORATION CoPYWt iidudes ardi[ect" wait. 6W3% dcgn, plaru or drawip, arwl specificatioru. McHtectwal w«Ic is the ovenl form as wd as the amngelnent and mrtpositlm of spaces and dcncrts in the design Reprodxtion widhwt written pelmivion is proi6ded PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: RHA CHECKED BY: SJG DESIGNED BY: RHA ES101 r� 7771 ELECTRICAL SITE PLAN r `I f 3 ! j L 11 6TH STREET U W. If .. Svc �,•-. ---- --- s t STA. 14+66.54 ' r r= 1. �i } t � ; i i i i 3F 1 i f F{ f ejt t 1 t 5 i i j NL!7 i f 11 �l�r'" V: L r►Jr ii�L4V i _ �I t \ 1,\ .X f <1 2 w w a a Q <C w w r r= 1. �i } t � ; i i i i 3F 1 i f F{ f ejt t 1 t 5 i i j NL!7 i f 11 �l�r'" V: L r►Jr ii�L4V i _ �I t \ 1,\ .X f <1 2 w w L) Q <C w w QEV ERAL V OTES 1. ALL CIRCUIT INDICATED ON THIS DRAWING IS TO BE UNDERGROUND UNLESS NOTED OTHERWISE. 2. CONTACT MR. NORM SCHOPPENHORST OF IP &L AT PH: 317- 261 -5277 FOR UTILITY COMPANY COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. 3. ALL UNDERGROUND WIRING TO BE 360 BELOW FINISHED GRADE MINIMUM. 4. CONTRACTOR SHALL CALCULATE VOLTAGE DROP AT EACH FEEDER USING ACTUAL DISTANCES OF CIRCUIT LENGTHS AND MANUFACTURER'S LOAD DATA INFORMATION. IF VOLTAGE DROP EXCEEDS 3% THE CONTRACTOR SHALL INCREASE THE FEEDER SIZE AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 5. BRANCH CIRCUIT TO BE MINIMUM 10 AWG WIRE AND 1" CONDUIT. 6. CONTACT MR_ X AT PH: 317— XXX —XXXX FOR CABLE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE_ 7. CONTACT MR. XXXXXXXXXXXXXXXX AT PH: 317— XXX —XXXX FOR PHONE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. pL QP� NOTES O1 CONTRACTOR TO PROVIDE PVC LONG RADIUS ELBOW FROM BELOW GRADE TO 36' ABOVE FINISHED GRADE FOR NEW PRIMARY DROP FOR NEW ADDITION. O2 INSTALL ONE (t) 4' CONDUIT, CONDUIT PROVIDED BY IP &L, FROM IP &L POLE MINIMUM 36' BELOW GRADE TO APPROXIMATE LOCATION OF NEW UTILITY XFMR. PROVIDE NYLON PULL STRING IN CONDUIT FOR IP &L O3 PROVIDE AND INSTALL A 24'x36'x42" DEEP QUAZITE BOX MODEL JPG2436BG42. LABEL FOR BOX TO BE "COMMUNICATION." 4O EXISTING SITE LIGHTING TO REMAIN IN SERVICE. U5 VEHICULAR POLE BASE. REFER TO DETAIL 1/E501 FOR ADDITIONAL INFORMATION. 6O UTILITY TRANSFORMER BASE. REFER TO DETAIL 5/E501 FOR ADDITIONAL INFORMATION. COORDINATE WITH IP &L PRIOR TO INSTALLATION. O7 BOLLARD BASE_ REFER TO DETAIL 3/E501 FOR ADDITIONAL INFORMATION. (8) FLOOD LIGHT BASE. REFER TO DETAIL 4/E501 FOR ADDITIONAL INFORMATION. Og PROVIDE TWO (2) 4' PVC CONDUITS FROM SERVICE DROP INTO MECH /ELEC A143 AND STUB UP AT TELEPHONE TERMINATION BOARD (TTB). ONE CONDUIT TO BE FOR CABLE N AND THE OTHER TO BE FOR TELEPHONE. PROVIDE NYLON PULL STRING IN EACH CONDUIT. @PROVIDE ONE (1) 4' PVC CONDUIT FROM TELEPHONE TERMINATION BOARD (TTB) BACK TO MECH /ELEC ROOM IN EXISTING MULTIPURPOSE BUILDING. REFER TO DRAWING E403 FOR ADDITIONAL INFORMATION_ PROVIDE NYLON PULL STRING IN CONDUIT_ @NON—VEHICULAR POLE BASE REFER TO DETAIL 2/E501 FOR ADDITIONAL INFORMATION. NQ t&,rho Olt 00 oGo c a o� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.Q. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O 01 LU z U LO) ZD Z J m U w D Q V Q w Z J U cn 2 V 2 H can w Z Q z Q z O Copyright 2006 by of Dorf McMae & sHooec coaKaATto+a Coarroft :a,des ardftectmal Wog, 6.W+S design, plans or &awigs, and spedficatbrs. NcHtectva) work is the wua! form as wd as the arrangement and mmpasltbn of spaces and elements in the desIgL Reproductim walnut wr4ten permiciiwn is prd$ited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: RHA CHECKED BY: SJG DESIGNED BY: RHA S 1(Il Fi FrrmrAi CITE PI AN L) QEV ERAL V OTES 1. ALL CIRCUIT INDICATED ON THIS DRAWING IS TO BE UNDERGROUND UNLESS NOTED OTHERWISE. 2. CONTACT MR. NORM SCHOPPENHORST OF IP &L AT PH: 317- 261 -5277 FOR UTILITY COMPANY COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. 3. ALL UNDERGROUND WIRING TO BE 360 BELOW FINISHED GRADE MINIMUM. 4. CONTRACTOR SHALL CALCULATE VOLTAGE DROP AT EACH FEEDER USING ACTUAL DISTANCES OF CIRCUIT LENGTHS AND MANUFACTURER'S LOAD DATA INFORMATION. IF VOLTAGE DROP EXCEEDS 3% THE CONTRACTOR SHALL INCREASE THE FEEDER SIZE AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 5. BRANCH CIRCUIT TO BE MINIMUM 10 AWG WIRE AND 1" CONDUIT. 6. CONTACT MR_ X AT PH: 317— XXX —XXXX FOR CABLE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE_ 7. CONTACT MR. XXXXXXXXXXXXXXXX AT PH: 317— XXX —XXXX FOR PHONE SERVICE COORDINATION OF INSTALLATION OF NEW SERVICE AND DEMOLITION OF EXISTING SERVICE. pL QP� NOTES O1 CONTRACTOR TO PROVIDE PVC LONG RADIUS ELBOW FROM BELOW GRADE TO 36' ABOVE FINISHED GRADE FOR NEW PRIMARY DROP FOR NEW ADDITION. O2 INSTALL ONE (t) 4' CONDUIT, CONDUIT PROVIDED BY IP &L, FROM IP &L POLE MINIMUM 36' BELOW GRADE TO APPROXIMATE LOCATION OF NEW UTILITY XFMR. PROVIDE NYLON PULL STRING IN CONDUIT FOR IP &L O3 PROVIDE AND INSTALL A 24'x36'x42" DEEP QUAZITE BOX MODEL JPG2436BG42. LABEL FOR BOX TO BE "COMMUNICATION." 4O EXISTING SITE LIGHTING TO REMAIN IN SERVICE. U5 VEHICULAR POLE BASE. REFER TO DETAIL 1/E501 FOR ADDITIONAL INFORMATION. 6O UTILITY TRANSFORMER BASE. REFER TO DETAIL 5/E501 FOR ADDITIONAL INFORMATION. COORDINATE WITH IP &L PRIOR TO INSTALLATION. O7 BOLLARD BASE_ REFER TO DETAIL 3/E501 FOR ADDITIONAL INFORMATION. (8) FLOOD LIGHT BASE. REFER TO DETAIL 4/E501 FOR ADDITIONAL INFORMATION. Og PROVIDE TWO (2) 4' PVC CONDUITS FROM SERVICE DROP INTO MECH /ELEC A143 AND STUB UP AT TELEPHONE TERMINATION BOARD (TTB). ONE CONDUIT TO BE FOR CABLE N AND THE OTHER TO BE FOR TELEPHONE. PROVIDE NYLON PULL STRING IN EACH CONDUIT. @PROVIDE ONE (1) 4' PVC CONDUIT FROM TELEPHONE TERMINATION BOARD (TTB) BACK TO MECH /ELEC ROOM IN EXISTING MULTIPURPOSE BUILDING. REFER TO DRAWING E403 FOR ADDITIONAL INFORMATION_ PROVIDE NYLON PULL STRING IN CONDUIT_ @NON—VEHICULAR POLE BASE REFER TO DETAIL 2/E501 FOR ADDITIONAL INFORMATION. NQ t&,rho Olt 00 oGo c a o� Master Planning Architecture Landscape Architecture Engineering Interior Design Technology Design 5875 Castle Creek Parkway Suite 440 Indianapolis, Indiana 46250 317.842.0000 Fax 317.842.4345 oms @omscorp.net 6765 North State Road 37 P.Q. Box 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS z O 01 LU z U LO) ZD Z J m U w D Q V Q w Z J U cn 2 V 2 H can w Z Q z Q z O Copyright 2006 by of Dorf McMae & sHooec coaKaATto+a Coarroft :a,des ardftectmal Wog, 6.W+S design, plans or &awigs, and spedficatbrs. NcHtectva) work is the wua! form as wd as the arrangement and mmpasltbn of spaces and elements in the desIgL Reproductim walnut wr4ten permiciiwn is prd$ited PROJECT: 05057 DATE: FEBRUARY 27, 2006 DRAWN BY: RHA CHECKED BY: SJG DESIGNED BY: RHA S 1(Il Fi FrrmrAi CITE PI AN