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HomeMy WebLinkAbout06070007 Developmental Plan Submittal Rcv. 8/25/2006 DOCSZA 0 0 U L,J U O cC O N Z v O c0 O t0 O O N Z a c� 3 0 0 w W D W D N O N 0 D �.1 Q D Q n J 1 cc) 1= lcolp vq o Q `122ND ST 31 z > VT z z w a_ 11� 11-F 465 E 116TH ST LOCATION LOCATION MAP AERIC,A,N CONSULTING, INC. Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256 -3957 Engineers (317) 547 -5580 FAX (317) 543 -0270 Copyright (C) 1966 -2004 by American Consulting, Inc. 431 I. 0"609;YL A IIA 0�oo-/'/00'0-007 INDEX DESCRIPTION SHEET No. TITLE SHEET C0.0 OVERALL SITE PLAN C2.1 GRADING PLAN C3.1 -C3.2 LANSCAPE PLAN C7.1 -C7.3 SITE LIGHTING PLAN C8.1 REV DATE. DESCRIPTION SHEET NUMBER _ 00.0 I C1.1 1 C1.2 C2.1 I C22 C2.3 C3.1 I C3.2 C4.1 I G.2 I C4.3 C5.1 I C5.2 C5.3 C&1 I C8.2 C7.1 I C7.2 C7.3 C8.1 G W • FO ' `1Z P\•��c.6�ST EREQ�� ��i� No. * 1=4729 • SAE OF • �' CRAIG W. FORGEY P.E. �/ .. /pDIAN1;. •'���� a N LAJ U 0 ID 0 0 N z i 0 t N ao O N z a a z W M LL O 9 LLJ O w v� C �3 O 0 CD i O 0 N z a J W 0 M 0 M fl•1 t W Li m 0 W 0 N !2 to 0 LO N a 0 0 W LU U V) 0 J a I0' 60' 120' : , �aatt�� ��1������� ■��■���� ��r�t �� r �aa�a�r�� �� N88'40° 3 129 a�aa��� ------------------- - - - - -- - - - - - - - - - - - - - - - - ---- a. ----------- - - - - -- ---- _ _ _ _ - - -_ I ® r• - - -- - ------ ---------- --------- -- - - - - -- - - - - -- - - ------------ - - - -- - -- - ----- ----- 9' [Cal 14 21 9 N t , 9- N- 9. 1 [C8411 9t N 9' [R-41 g 5 q q N A q i; • ,1 A C N A • ,� A N 9 0 I I L j uca R588' k6' 20 9' 24, N N J J i 1 24' 24 207, 24 • (D-\ I_ - g 9 10 11 9' N 11 1 Cbj 13 PARKING ANALYSIS TOTAL S.F. BUILDING 1 = 84,000 S.F. TOTAL S.F. BUILDING 2 = 142,800 S.F. TOTAL S.F. BUILDING 3 = 143,850 S.F. TOTAL COMBINED S.F. = 370,650 S.F. REQUIRED RATIO = 1 SPACE PER 250 S.F. TOTAL SPACES REQUIRED 1484 SPACES. TOTAL SPACES PROVIDED (STANDARD) 1452 SPACES TOTAL SPACES PROVIDED (ADA) 32 SPACES TOTAL COMBINED SPACES 1484 SPACES. SCALE: 1'=60' bearing) along the West line of the said Quarter Section a distance of PROPOSED SITE LEGEND RIGHT OF WAY PAVEMENT • CONCRETE F, 6" CONCRETE CURB © COMBINED CURB & WALK 1 I : ' I.:'. N A t 20 16 BICYCLE SPACES q a 1 © DUMPSTER ENCLOSURE PROVIDED s' S s' 9' OD TYPE "G " ADA RAMP 1 I - -1 r E BUILDING 1 24' NORMAL POND = 838.65 N 11 "" 1 I I '� J 100YR EL. = 844.98 ; I OE TYPE H ADA RAMP 3 STORIES • 1 F H 84,000 SOFT. 9' 11 4C) 9' I OF TYPE "K "ADA RAMP l 1 A � d I © 5' CONCRETE SIDEWALK 1 II N q - Y A 11 ICNIC AREA WITH PARK I OH CONCRETE PARKING BUMPER NICHES & PICNIC TABLES I t .• I lO 8 CONCRETE SIDEWALK I I I 20 t N 10 N T 1 II I 1 I A t 20 CURB TURN OUT I I 24' 13 i r, i 20 t =0 F N A 1 20 i DIRECTIONAL ARROWS, PAINTED WHITE I a R81 R 20 t 20 9t o 9t �88' 20 t I HANDICAP ACCESSIBLE ' I I l 20'-, �' ' 11 5 N _ _ o• I rn Q, , PARKING SPACE 1 , A , H 24' 24! 24' " .STOP .WORD STOP", PAINTED WHITE 24' N BENCHES & PICNIC TABLES v 0 `. F ; 20 t _ I , 30, t 20 11 9 a H 20 ; I SITE NOTES 6 J I 30' 9, i 1 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. N 8 o O o- ` 4 t 20 , I to N _ 9' ° �, p• 20 i . 2_. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). • I I A A A B a� 4' 24, 24' i 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED o ®; N '� . N q gyp, �`�' o I OTHERWISE. _ ti • 1�� I I v o 9' 12 U(C:-)4 9' �, ti° �° W , 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE 4 N E 51 APPLICABLE. 170 E _ i I w ��'o_ �_ z A I 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, z lb I ; ° 2 ��° E f*1 G7 20 1 PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. �I %.7 A Zn� W F 11 6 PRIOR TO H G Q� q ti� A • START OF' CONSTRUCTION. THE CONTRACTOR DIMENSIONS BE RESPONSIBLE FOR ALL A A o ?o• f p -� ; FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM �� 20 13 I ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER II 1 I IMMEDIATELY. t Z N � 2� E °i i� 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS 1 I I N 30 g �t +�, or �' F _ I< �., NECESSARY. A - PICNIC AREA WITH PAR 1 - 20' - �- IZ 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS N 39 9' 24' BENCHES & PICNIC TAB G I- " 20 o H 19 § OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4 OF POND2 J o- I I, TOP SOIL. I NORMAL Pool = 838.65 20 16 BICYCLE SPACES I j S. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS 9 N o 100YR EL. = 844.74 g5 0 SPILLWAY EL. = 845.00 R7 PROVIDED Z WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING T 20 N A i8 1 20 t 20 ib CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR 13 ; 24' 1 1 SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. -.b4 1 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH Z I I N 9' °► 1 A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS 24' 4 INDICATED TO JOIN EXISTING ASPHALT. 1 j 20' . A 1 A 30 1 13 1 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY I BACKFILLED WITH GRANULAR MATERIAL. I o z 16 BICYCLE SPACES A • 4 II •: ... B PROVIDED N 12. SPECIFICATIONS • 1 ALL ASPHALT TO BE IN ACCORDANCE WITH I N D 0 T STANDARD 7 9' N _ A RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. • I _ s: _ q A - N D N B A I 13. CHAMFER ENDS OF ALL CURBS. A I� A ' 3UILDING 2 4 N _ 9' 0 1 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 1 20 24 9 G 4 1 ' 3 STORIES • '' lb 4 20 t 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF - 142,800 SQFT. /4 /FT. &MAX. SLOPE OF 1:20. • 1 Z All a' t 20 1 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW 1 I i 7TO7 q 11 9� - D N A 1 20 A PAVEMENT TO JOIN EXISTING. o A m I I I B J N _ 9` N 17. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER J 24• 15 N 9' G 15 1 MONUMENTS DURING CONSTRUCTION 1 I; 24 H F B R54# • I 24' 16 H F 4t R515' J J 24 24 1 • I , � � �; .. ., . , : - .3 . � 2 R30' J 8585 , 60 PR POSED RI GHT -WA) -WA t' ; A 0 H 9 11 0 9' 9' lb 16 N 1 II .• i I ° �. Ae - N N N - N A • I I 2`1' D A N CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - Parcel 1 bearing) along the West line of the said Quarter Section a distance of DRAWN BY: - A part of the Northeast Quarter of the West Half of the Northeast Quarter degrees 49 minutes 16 seconds East, parallel with the South line of the N N q N w /yellow cap and the Southwest corner of Block 3 in the Conditional A Secondary Plat Carmel Science and Technology Park, the plat of which east line of said west half a distance of 1160.20 feet to the POINT OF is recorded in Plat Book 13, pages 65 thru 71 in the Office of the BEGINNING; thence South 88 degrees 40 minutes 34 seconds West. Recorder of Hamilton County, Indiana; thence North 00 degrees 06 parallel with the north line of said northeast quarter a distance of . minutes 12 seconds West along the West line of said Block 3 a distance 1327.33 feet to the west line of the northeast quarter, thence South 00 of 572.31 feet to a 5/8 inch rebar w /yellow cap which lies South 00 degrees 07 minutes 31 seconds East along said west line a distance of 381.80 feet; thence North 88 degrees 40 minutes 34 seconds East parallel degrees 06 ,minutes 12 seconds East 1542.00 feet from the Northeast %ith the north line of said northeast quarter a distance of 1327.19 to the comer of the West Half of the said Quarter Section; thence South 88 degrees 40 minutes 34 seconds West, parallel with the North line of the east line of said west half; thence North 00 degrees 06 minutes 12 seconds West along said east line a distance of 381.80 feet to the POINT said Quarter Section, a distance of 1327.19 feet to an existing P.K. Nail - OF BEGINNING. and the West line of the said Quarter Section; thence > W CL I= Lij z � �z LU ca S89'52'29.1N LL1 0 - W CM cc CM a P (� - r 15 1 1. (M) I \\ \ \ 9' [C01411° 14 N 16 N 1 Wg, IC041 14 - - - - - -- \\ - -- -- -- A 15' UNDSCAPE SETBACK LINE \\ ` \ -- - - - - -- - - -- -------- - - - - -- -------------------- -� - -- - - - - -- - - - - - - - - - -- -- --- - - - - -- -------- - - - - -- - - - - - -- -- -- 30 �� a. a. �a�� .. �. aa■umm ! .' \� N44'34'41 %----------- ---------- - - - - -- - -- ----- - - - - -- - - - - -- - - ------ - - - - -- -- --- - - - - -- - -- --- - . -" J - - J a. ar aatt�a• r a► a� a. a. r r a. rat.. oclsnNC a. �..�. a. �.■.�.. a. a. ��. ■� a. �tttt� a. �� �� a. a. �■ r. �� a. ..a.�a a. �. r a........ a. .. r ai.. a. a. srrt�. r a. -.a.. � a. S89'49'16'W 1266.62' MZ .. a. attatttt� a. a. a�tttt.. a. a..�. a. a.....a.a. a..at.�t..... raao"I"Irta. ` a.� ■a.r��oa.��000ll a. a. r �ttt. p� R/w OR/W . ��■ � o+ aaaaa� r r a�t� r �a.a■■■��a.���rr �roana.amenn � .o. 0 3 C=-53 _ ^aamraaaa��r 3 100' TAPER 100' LEFT TURN LANE D n- o�^_ �- 100' TAPER 100' LEFT TURN LANE D D m a. CD C-D 122nd STRET APPROX. CENTERLINE OF 122ND STREET Parcel 2 Part of the Northeast Quarter of Section 35, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, being Overall Legal Description more particularly described as follows: Commencing at a railroad spike 27.41 Acres marking the Southwest Corner of the said Northeast Quarter Section; . thence North 00 degrees 07 minutes •31 seconds .West (assumed CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - Parcel 1 bearing) along the West line of the said Quarter Section a distance of DRAWN BY: 510.08 feet to a P.K. nail and the BEGINNING POINT; thence North 88 A part of the Northeast Quarter of the West Half of the Northeast Quarter degrees 49 minutes 16 seconds East, parallel with the South line of the of Section 35, Township 18 North, Range 3 East, described as follows: said Quarter Section, a distance of 1326.90 feet to a 5/8 inch rebar Commencing at the northeast corner of said west half of the northeast w /yellow cap and the Southwest corner of Block 3 in the Conditional quarter; thence Soutn 00 degrees 06 minutes 12 seconds East along the Secondary Plat Carmel Science and Technology Park, the plat of which east line of said west half a distance of 1160.20 feet to the POINT OF is recorded in Plat Book 13, pages 65 thru 71 in the Office of the BEGINNING; thence South 88 degrees 40 minutes 34 seconds West. Recorder of Hamilton County, Indiana; thence North 00 degrees 06 parallel with the north line of said northeast quarter a distance of . minutes 12 seconds West along the West line of said Block 3 a distance 1327.33 feet to the west line of the northeast quarter, thence South 00 of 572.31 feet to a 5/8 inch rebar w /yellow cap which lies South 00 degrees 07 minutes 31 seconds East along said west line a distance of 381.80 feet; thence North 88 degrees 40 minutes 34 seconds East parallel degrees 06 ,minutes 12 seconds East 1542.00 feet from the Northeast %ith the north line of said northeast quarter a distance of 1327.19 to the comer of the West Half of the said Quarter Section; thence South 88 degrees 40 minutes 34 seconds West, parallel with the North line of the east line of said west half; thence North 00 degrees 06 minutes 12 seconds West along said east line a distance of 381.80 feet to the POINT said Quarter Section, a distance of 1327.19 feet to an existing P.K. Nail - OF BEGINNING. and the West line of the said Quarter Section; thence eatr�r+ce m� �trH �Wnlw{ f! •t, �e �;tt .xr+�rr_.r: �i rr'_ W I - :: ,. rrrr�� �� i;ir�%y� �.� !O��T.�� �� «ham 1, �.:1.3�t� {"��: °sllS►k+M+ - rt::5 r OWNS- cm m o� r z ■ W w o W t� 0 4:c a z LAW o W 0 Im a L N.1 tip Lo a a z a in z •z U o �o ag z 7.5 �y �0 � 0, � z 0 Zd rA PQ� M aM 'Co, N aOZW"� N Ate•,... z>�� r•a °' CL 0 U O U i z 4< V IMM4 Q /41 No. * _ 1M729 SWIE T • �� CERTIFIED BY DAZE: '0607/06 DRAWN BY: JRB CHWD BY: cwF JOB NO. IN2006.0614 � a LLI LIJ > W CL I= Lij z � �z LU ca LL1 0 cc W CM cc CM a P (� DAZE: '0607/06 DRAWN BY: JRB CHWD BY: cwF JOB NO. IN2006.0614 REVISIONS SHEET NO. C201 OF ■1TAA11,110" A/1 I j"I" ^^-I A1171 0 CV M U M U W tD 0 c0 O 0 N Z 0 { CV 1 0 Z J 1a- W Q 0 W O 3 W rn c 3 D i O i 0 0 N Z a O O to N LAJ t W M W� 0 W to 10 r 0 0 tV OC) 0 k C O F- 0 W I• U In 0 I1 , �r5 'r t. I , i ca v tt l 1 +, t i CURS INLET TOP 63&76 � 1 INV ',:. Z51.21 1 { 1 IN '- TOR - 854.77 INV N - 847.47 1 4 INV S - 847.10 INV W - 85357+ , Co. t V ,t It 11 I 1 1 'ate { { I 1 1 1 { I 1 CD ► t 1 R { CURB INLET TOR - 85266 INV N- 645.01 m INV S - 844 -96 v , INV W - 848.56 N , TM - 35Z68 { t 1 { INV E - 849.06 { t { t 1 I i I I 1 1 i , t , , , 1 1 , I ► , ► ► { , #. t t 1 S t , t , cc t 1 , CM INLET t TOR - 851.80 y INV S - 84&55 , INV E - 84835 , INLET 1 1 TOR 8.`'51.87 i INV N - 848.57 t r INV =846.22 t �� ' 1 I / I h I tb F 1,- -- -852- +- 1 0-+ , l , { , { u1 � l c j• , , t ► 11 � Il 11 Ul �i f4 UM IkIl Cr �. _ \ •r=► - 4 7 - TOR= 846.00 - "'.�' ' . _-,nR -x :70 �Y� �N� E _ - . - INV E - 838.74 INV N - $4t90 INV E -840.67 ^'� - -- __ INV W.. 84W "" !! � 11MVP ..-* �..�eRp -- - - - - -- -- r PVC f\ .zk ,Lv is � 4t • `G Q'� +1 Si ~� TUH r t14 /..NO - INV N - 843.75 �� INV S - 843.85 � i 1 INV N - 5"15 INV N - 84230 , a /1 STR. NO. 33 INV= 838.65 N 0FW /1,00 0' So' 100' SCALE: 1"=50' PROPOSED GRADING LEGEND M.E. MATCH EXISTING .5 EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB - 000 CONTOURS FLOW LINE ITC 000.50 CURB ELEVATIONS BC 000.00 1000.q2f--�SPOT ELEVATIONS / +` 'CTS �� r • --���� -- _. Vii?• I .- � r- NNW NO .+.. --- - TOR = 8 47.2 ^ !.✓ 1 - r r - -+ -. r 7.� C�Z��- r r r T �� �� - - -•� - r�w.rrr �. �.. - + -� -- _ _ •r r ter. rj�f �r- ��.��� - - - --- -- -- - - - - -- � rrrrr�.rr .ter - -- - ------ � r � �. Ckl is - -1� ¢• - �T[h` lJ� • �- r �..+ +- +- /- y �4- A4A r-T •r=► - 4 7 - TOR= 846.00 - "'.�' ' . _-,nR -x :70 �Y� �N� E _ - . - INV E - 838.74 INV N - $4t90 INV E -840.67 ^'� - -- __ INV W.. 84W "" !! � 11MVP ..-* �..�eRp -- - - - - -- -- r PVC f\ .zk ,Lv is � 4t • `G Q'� +1 Si ~� TUH r t14 /..NO - INV N - 843.75 �� INV S - 843.85 � i 1 INV N - 5"15 INV N - 84230 , a /1 STR. NO. 33 INV= 838.65 N 0FW /1,00 0' So' 100' SCALE: 1"=50' PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB - 000 CONTOURS FLOW LINE ITC 000.50 CURB ELEVATIONS BC 000.00 1000.q2f--�SPOT ELEVATIONS + r t ' GENERAL GR A i N G ES_ t I' 1. ALL WORK TO CONFORM TO STATE ' AND LOCAL REGULATIONS. 2. SITE GRADING SHALL iy.Ql PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY rrN/ RN UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE OC DETERMINED AT THE TIME OF CONSTRUCTION. ILL 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER 4� - -_ INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL t 1 t GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 3.60 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN.ENDED INLETS. 3.10 - 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS. 15. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO209F FOR THE COUNTY OF HAMILTON, INDIANA, DATED FEB. 199 2003. -- -- ------------------ sm Y14 ,rir s • rrr� 12 70R - 844.58 INV S - 841.05 INV N - 1.1 INV E - 840.00 Maw J rlow -- X CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO. ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND P P Q) D Iy Qom' Q � a� Z tn� c Uo �N - E-+ `o o �J 'Q' N 4n c U Q ZS V Z I„ dft • • F 00 two" x zi ° t 4n c) i N Ain y 0 0 U W CM A �oQ .��6 RFC '•••.F ''• OOV s No. WO now 400D IM7A ' : STA>E(IF •: �,, .•''••ENO 1104 •••'•• `���`� I CERTIFIED BY I I 06/07/06 DRAWN BY: JRB CHK'D BY: cWF JOB NO. IN2006.0614 / +` 'CTS �� r • --���� -- _. Vii?• I .- � r- 5' 54 T -----_-_-_-_-_-_-_-- - - - - - -- - - - -- --------------- - r -- 847-------- - - - - --------------------- - - - - -- 848--- - - - - -- - �------- - �- - ---- - - - - -- - - - --- -- -- - - - - -- TOR - 144.5E INV E - 841.2 CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO. ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND P P Q) D Iy Qom' Q � a� Z tn� c Uo �N - E-+ `o o �J 'Q' N 4n c U Q ZS V Z I„ dft • • F 00 two" x zi ° t 4n c) i N Ain y 0 0 U W CM A �oQ .��6 RFC '•••.F ''• OOV s No. WO now 400D IM7A ' : STA>E(IF •: �,, .•''••ENO 1104 •••'•• `���`� I CERTIFIED BY I I DATE: 06/07/06 DRAWN BY: JRB CHK'D BY: cWF JOB NO. IN2006.0614 d � Ckl Q � P y DATE: 06/07/06 DRAWN BY: JRB CHK'D BY: cWF JOB NO. IN2006.0614 �- REVISIONS SHEET NO. �v� OF T 1T n A A f A el / !177 1-17 1 CV M U 1 M U LJ (D O 0 0 N Z_ En Z S W 7- IL 0 WJ W i En a L 0 c i ED 0 0 N i as w 0 M O f W W r M a W M M O O 0 N N m O 0 n w r LJ _r Q U N F- 0 J a a ti- 3 ,�' 5 in t-v Alb 4 4p, CID C, •Za � l / . -. -� \\ \ (a• rift + 4A [� fir.• J.,�'• +' ,/ r ,, G- -�� i \ � � Gv' 'V � \SSS �/� . i r ��►� •� we =a Qmmmmw� Iii 4w► _ -849- - - - - -- tTtO rp so we +j,. � + _ _ ,". �- .r ... +�-,.r ., r r_ -_-. �r s�- - .rw � r �-. . _ \ -� � •- t �- ' " - -r - _ -- �ww'b + CV t � _ � rw .i r- wr �'-r .l " .r•Ctp; � - •• ' -.��._ ��+ +� y . �� _i- i- _�-..- _� _. 8..•.•.+!!�� Z-�_• 's .�- � �_ _ -� / _ • - _ r `- r � � r - - �..� - _ - - _ - - _ -- r _ y `1 \ � .. � � _ r _ r �i. _ _ _ _ _ r _� r - r -�� _ - r _ r _ - _ � -- � � ,� �. /� ._ _•ew__r.- - r - _ n w-�w-•"-t F� ,.�. - •- .- _ _ - -- _ -_ -- /` / � -f. // , / ffk \ _ \ _ _w - � ,.- .,�. �� xB4 % . - - - -_ •tI - / / / / 4 � __�- - -- - _ - - -_r_ r TC 849 • 0 ___846 ------ B84•5i i :.- -r•eDe !L .c* + err_ - -r -_--- ��_w- -- - ._ - -•.�• /D•+ � ..-- � - --. ' -------- - - - - -� - - -- _ _ -- TC 846.92 ,, + +� + - -$, 4 - - - -- - - - -- -- ,___ - - -w - - - -- � - - ---- - - - - -- - -- _�_`_:� - -8AZ-- � �=----------- ' �`\ \\ �� +l BC 846.42 , � +J C 848.07 BC 846.90 1 i -____ - - - - -- +., + - F ------ - - - - -- TC 847.86 - T 1 1 ,-- Rr Ad% �`1 --------- - - - - -- .% -�' �' RC: 847.57 TC 847.70 i f f/ iSe � Me NO. 3 )R= 846.50, rww 4 w- i� .68 \ \ I NO. -54- 846.30 TC 846. RC 846_ h � + _8431` 1 � 1 1 1 1 1 1 cc 1 1 w I , I , I , 1 i I Np: 1 11 11 , � I n , �n 1 NV - 83' a 1 IF RCP t --,t ri !r , rl rt r � N O � t `r f co 1 r � I 1 1 1 I 1� f • � r 4 t f f 1 r r 1 r r r r r 1 r 1 1 1 N I V 1 m 1 1 I 1 1 1 1 , 1 1 1 i 1 i 1 1 LA 1 1 1 , t �e N 0. 7 I i i - -' B BC 847.15 - - -- IT - --TC 8 �� � 847.45 ` ` � �' _ _ - -' - --S9.2 - --------- - - - - -- - - -. I I ► ' STR N0 8 BC 846.95 8 8.28 f ., T f -., R R =846.7 . .= '�� _ .70 `7.78 T TC 848.56 ------ - - -_ - -- - -- , / 1 1 / / -, - - . .,;. { �� T TC 8 846.48 1 TC 846. 15 " , �; , 8` ' '' , { � BC 8 845.98 T I 1 y B C 848.40 � �� � , 8 ,\ B +- B BC 846.65 1 11 1 TC 847.70 \\ T TC. 848.60 N �;� ; T TC 847.64 7 7 � �'1-� -,_ -__ C __ T C 847.50 w 848.10 ' BC 848.10 , '�, � , B 46 70 B BC 847.00 � ��- ,, � �i"i r -� - - - - - TC 848.00 ' '� ; 11 �, T >. B BC 846.20 - -- _ -- - - - - -- 1 __\ __ _ _, _ _, _ _ - - _ r - - - - - -- - - - - - ' 1 1' -- - - -- T 847.501 - _ - __ ---- -- SANITi LA r ` �,+' ���y -r_.. r__`•,i•_ --•� ` _ern . .--._ _- ___-- __- '__- _--- ._ +E-� ----------- •- _•---- _- "t�- _y•-.- � � _ ! ! ��l - I v + 44 - -- - -- - -- - + - - - i +'i�' 1- -_ 'ti 4 �� ,�;. 1 It1'�� u uH STR . NO. 5 - frs w - - ;'v E - a4zoz4s- -- -- -- - - - - - - 4 X44 - -- �_.-• �' TOR_= 845.32 - I INV S - 841.45 � INV E - 839.79 � - 1• N ---- - - - - -- - F � y � � P V W - 840.34 t>• tir■�s �. ^ ^ - -�_ INV a3Ii-63 „� + ,,• -- - ti y �y ten' ��iiliii G��11 u utK � ( r.,.- - •..... i� -�- - --- "-� `VD.•t+ t r' n -V . PVC J (� , . . �' - __ - t-''. ; ;�' � �•• -�� $�y � ���. T �'�•� n n � r + +a _ �, k'�'' _ _ J��•r + + 't + ' � '1F + ` _ �r� / /' �; u _ _ � . �.�r�• � �Q � � �'�• ` � � 1 1 [L h.e� i�,, Y YET 4 4 �,��`; r .fin : 4 . -�%• , i ` c r .. Q , '' `' 1 1K 127 "(s�`�v 1-845.75 • N - 84230 =� -•Cr -- 847 -------------- Y ------ - - - - -- -- �-------------- - - -� - - - -- 848--- - - - - -- �� gib- -- INV E - 841.26 INV N •• W-02 �!1 INV S - 840.02 INV E - INV W - 840.77 a4a.n CURB INLET f INV N- 838.41 r• INV N - W INV S - 8M INV W - $3S 0' SQ 100' SCALE: 1 " =50' PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB �n - -- CONTOURS FLOW LINE TC 000.50 'CURB ELEVATIONS BC OOO.00F� 000.00 SPOT ELEVATIONS CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - IMAM Pztn o G(0) wj DR 0 Q Q Ui aU2 0 Iq wn ED 04 A Ft�:x 0 to �0 �U� ♦�� P..��6 \STER�r�•., No* Slow 10504729 woo Q%ft • ` : • � r • • • STATE of f4M.1DO 0 Dee N AA 11, CERTIFIED BY G � m a. �g o iLr= a GC) C3 CM LU Q G� � a P y REVISIONS SHEET NO. OF DATE: 06/07 /06 DRAWN BY: JRB CHK'D BY: cwF JOB N 13 O. I N 2006.0614 • of M ° L 0 a o � �oN - v o U V O C3 INV N- 838.41 r• INV N - W INV S - 8M INV W - $3S 0' SQ 100' SCALE: 1 " =50' PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB �n - -- CONTOURS FLOW LINE TC 000.50 'CURB ELEVATIONS BC OOO.00F� 000.00 SPOT ELEVATIONS CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - IMAM Pztn o G(0) wj DR 0 Q Q Ui aU2 0 Iq wn ED 04 A Ft�:x 0 to �0 �U� ♦�� P..��6 \STER�r�•., No* Slow 10504729 woo Q%ft • ` : • � r • • • STATE of f4M.1DO 0 Dee N AA 11, CERTIFIED BY G � m a. �g o iLr= a GC) C3 CM LU Q G� � a P y REVISIONS SHEET NO. OF DATE: 06/07 /06 DRAWN BY: JRB CHK'D BY: cwF JOB N 13 O. I N 2006.0614 • of M ° L 0 a o � �oN - v o U V O C3 CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - IMAM Pztn o G(0) wj DR 0 Q Q Ui aU2 0 Iq wn ED 04 A Ft�:x 0 to �0 �U� ♦�� P..��6 \STER�r�•., No* Slow 10504729 woo Q%ft • ` : • � r • • • STATE of f4M.1DO 0 Dee N AA 11, CERTIFIED BY G � m a. �g o iLr= a GC) C3 CM LU Q G� � a P y REVISIONS SHEET NO. OF DATE: 06/07 /06 DRAWN BY: JRB CHK'D BY: cwF JOB N 13 O. I N 2006.0614 • of M ° L 0 a o � �oN - v o U V O C3 REVISIONS SHEET NO. OF DATE: 06/07 /06 DRAWN BY: JRB CHK'D BY: cwF JOB N 13 O. I N 2006.0614 • of M ° L 0 a o � �oN - v o U V O C3 I N 2006.0614 • of M ° L 0 a o � �oN - v o U V O C3 a- 0 N W V '0^ W 0 Q N Z U) F-- Z W 0 0 Z O f En O V rn C �3 v 0 Ci / It ar co (0 0 0 N Z_ W _J 3 0 LdM 0 M W C13 0 _w in W O co 0 0 0 0 N 0 0 Q 0 LL1 Q V F- O J LL 1 • PRO SED PIV r/ LVE I • '� T T T T PROPOSED WATER METER ON Q o %0 297 IT RY MAH .,z 8" SANITARY SEWER PROPOSED SN A I TARY 106 PVC _MAIN ®0.451 MANHOLE #1� _ V 0' - f• i v r .. •r �-- -REMOTE FIRE DEP�4RTMENT• CONNECTION T� T� T Q T Q Te PROPOSED PROPOSED SANITARY PROPOSED SANITAR• WATER METER r _ _ _ _MANHOLE #2 _ _ 8" SANITARY SEWER _ _ _MANHOLE #3 _ MAIN @ 0.45% 8" WATER MA V M V V v v V . . ,. . ., ..f• .. _. ... .. •• •. : ,. ... ., •, :.•• ..:.- - .,...,.•f.. PROPOSED F f HYDRANT INV E - 84835 CURB INLET 06/07/06 If RCP • �{ CWF JOB NO. IN2006.0614 a a rQ� ZZ = REMOTE FIRE • " V4 IQ DEPARTMENT CONNECTION .. < a I •_ • �% � O INV - 848.zz CL - .. 24• RCP •� STORM MH 5. {{ �� I�H 7C - 847.82 TAR AAH CURS IN_ SANITARY CL .. INV S - 841.05 V E�74 INV S -839: A re STORM MH TC - 630.12 CUM INLET TC - 850.1 CURB INLET ET INV S -84287 INV E - 840.67 - INV N - 541.50 INV E - 6..8.74 _ INV E 640.34 840:34 �� • F- ` INV NW - 841.41 TOR - 849.38 INV S - 847.07 - TOR - 8.47.40 INV W - I N V N - i e o. r ..rltil•0�- >�.�! �� �rl .....,• _ .. ,, :;r-7 ,�� --� M _ cam _._ .•, r R� -- 4: I ` \ BUILDING 2 ��. � �w � "" __.._ M ---- �' 12' RCP 3 STORIES • �� w�■�+ �► ...._. _ �_ C� _'- = a a • 140,000 SQFT. . f:. � !: i CURB INLET I $I I PARKING PROVIDED = 561 • . 8• RCP : PYC F.F.E. = 849.75 - 844~41 INV N- • f f • IL MIN INV S -844 41 INV C4 X' cr- { II w = 84518 { { I INV E - 84835 CURB INLET 06/07/06 If RCP • �{ CWF JOB NO. IN2006.0614 a a rQ� Vl V4 IQ TOR - 851.87 INV N - 648.57 2• RCP I �% INV - 848.zz - .. 24• RCP •� STORM MH 5. {{ �� I�H 7C - 847.82 TAR AAH CURS IN_ SANITARY V S 841.94 .. INV S - 841.05 V E�74 INV S -839: •� � �'tC�• STORM MH TC - 630.12 CUM INLET TC - 850.1 CURB INLET ET INV S -84287 INV E - 840.67 - INV N - 541.50 INV E - 6..8.74 _ INV E 640.34 840:34 �� INV E9' INV 440.00 �u�t - sa. .__._ ` INV NW - 841.41 TOR - 849.38 INV S - 847.07 - TOR - 8.47.40 INV W - I N V N - i e o. r ..rltil•0�- >�.�! �� �rl .....,• _ .. ,, :;r-7 ,�� --� M _ cam _._ .•, r R� -- I ` \ INV E - 841.51 INV N - 84 .53 INV W - 840.97 INV S- - r..w�� �� ��. � �w � "" __.._ M ---- �' 12' RCP • �� w�■�+ �► ...._. _ �_ C� _'- = a a • 12' RCP CURB INLET I $I I -- -.-- --- ^�' --- . 8• RCP : PYC - 844~41 INV N- _ �tr RC MIN INV S -844 41 INV C4 cr- { II w = 84518 { { I • �{ SIR II N II 12-• - l{ IN TOR = 847.35 INV N - 843.75 INV S - 84185 loll BEFNIVE INLET 1%0 0111 INV N - 844.18 {I VIRECTION ONLY vrS - O+o. /0 INV N - 542-30 INV E - 841M "Masm, -E- -T- _w L.7 GM .RAN -1 TY LEGEND GAS LINE ELECTRIC LINE TELEPHONE LINE WATER LINE GAS METER ELECTRICAL TRANSFORMER VALVE WATER METER PIT GENERAL UTILITY NOTE 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CCNTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF'ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPR� PRiATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NFI;ESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN 7HE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL.AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. CAUTION! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 1 c� �e a o� d WO 0) Q t41 d � A tV A LO LB • �J' � O U i-�1 in r%% C 0 (C44 a,qr N c w 0 w 331 e Q Z A O �a x 00 z�� A4 . � �N Z � a o 0 V V O � - r - '• No* is _ _ 10504729 Eawn % i •: STATE OF ftft NAL��i� •••'•• AND IANw.••'•• ��/``�� CERTIFIED BY DATE: 06/07/06 DRAWN BY: JRB CHWD BY: CWF JOB NO. IN2006.0614 a a rQ� Vl V4 IQ DATE: 06/07/06 DRAWN BY: JRB CHWD BY: CWF JOB NO. IN2006.0614 REVISIONS SHEET NO. OF TwInnA nr11d rip rA 1 Ki to U i N (D W 0 N Q J CL J Fa- Z W O.. W ra cr C v D 0 (0 O U N Z_ d LL. Ca D 0 V) M 0w F- 0 W ,O Y / 0 (D O rn N W 0 0 0 W Q U V) 0 LL SOL [gj i If lu i a 419 . P, o BUILDING 3 I 3 STORIES w/ BASEMENT � Ow 147,000 SQFT. (INCLUDING BASEMENT) of z NF wof PARKING PROVIDED = 630 i 4� F.F.E. = 8469.50 3 �1 i a s S 6 d b 6 6 6 S 6 _ 1 -T T T 11TARY PROPOSED SANITARY 8" SANITARY SEWER -MANHOLE #3 - -- MAIN @0.45% —, „— -- 8 WATER MAIN V V V V -.. -N • •: • - _- nnnnncrn rinr INECTION — 561 r_ MM LIH : - 848.14 CURB INLU V S - e 0:334 TOR - 844.E V W = M34 INV N i snow �r- A DETENTION j POND 40 1.96 ACRES t � 100 YR ELEV.= 843.07 NORMAL POOL ELEV.= 837.42 � BOTTOM ELEV.= 829.50 SPILLWAY ELEV.= 844.50 j OLZ3/NV = 839.60 0'Ra IR> =cnoN ONLY m INV It - 840.77 TC - 84838 INV N = 838.41 lNV W - 840.77 INV - 833.73 TOR = 848.91 INV N - 840.31 PROPOSED UTILITY LEGEND — C� --- GAS LINE DRAWN BY: ELECTRIC LINE ----- E— m r r- - wa.� ! NV E - BM-47 INV W - 833.34 INV W - 836.47 INV N - 838.97 TELEPHONE LINE IN2006.061 4 WATER LINE INLET Tc - G D IN PIPE O INV S - 857.27 AN 4TORb1 MH ITARY MH - 84&44— R13 �_ TOR _ �� 'NV E - 837.18 WATER METER PIT TC - 846.43 8� INV E - 835.14 � � �� f!V2 I �■� �► �� �� .s ��� A INV E - 84202 INV W - 841. INV S - 837.68 V� INV S - 835.14 a=. INV S - 841.88 INV N 84�a.7a ! P� CU .� d � snow—_ amoollill tt1 CM yr/✓ ` �. 2r R /gyp_ .......� (A _ _.__.. TC - 844.14 J J INV W - 836.09 m INV It - 840.77 TC - 84838 INV N = 838.41 lNV W - 840.77 INV - 833.73 TOR = 848.91 INV N - 840.31 PROPOSED UTILITY LEGEND — C� --- GAS LINE DRAWN BY: ELECTRIC LINE ----- E— T TELEPHONE LINE IN2006.061 4 WATER LINE i- ---- -- G GAS METER AN ELECTRICAL TRANSFORMER VALVE WATER METER PIT CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXtSTtNG UNDF- AGROUND UTtLkT1,ES S" ALL 6F_ VERtFkEQ BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - a Z �d U OWN 0-4 O c 0 v z U z� �ow� Aa N x z�� &0) �z rn a O U w wL V O R•• • D• •� • NoO • 10504729- — sTAM of DIN 141, P NAL CERTIFIED BY Q J a J Q W DATE- 06/07/06 DRAWN BY: JRB CHK'D BY: cwF JOB NO. IN2006.061 4 G � d � C) 2-9 CU d � tt1 CM (A =j DATE- 06/07/06 DRAWN BY: JRB CHK'D BY: cwF JOB NO. IN2006.061 4 REVISIONS SHEET NO. OF U Vk U 0 N Z 0 a s go i 8 N i a 0 N Ln 8 rn Ln g a Nb dill 0 8 a CL SET TOP OF ROO MASS 1 m ABOVE FINISH GRADE SPADE EDGE - - _ - AS SPECIFIED FINISH GRADE lit BED PREPARATION- ""'-- 4 PARTS TOPSOIL g. 1/4 PARTS PEAT 1/4 PARTS COMPOST SHRUB AbID SMA TREE_ PLANTING DETAIL NOT TO SCALE PLANTING SCHEDULE 0 NEVER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. 00 NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD STAKES 3 PER TREE 0 120' ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. GUY TREES Y CAL. & LARGER USE 2 "x4" STAKES- DRIVEN BELOW GRADE. (3 STAKES 120' APART) STAKE TREES UP TO ALL STAKES AND GUY WIRES TO 8 HEIGHT. 3 STAKES WITHIN ONE YEAR. T BE REMOVED 0 120 APART , EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT - , EXCAVATE HOLE 12 LARGER CROWN 4 ABOVE FINISH GRADE THAN ROOT BALL CUT ALL BINDING AND REMOVE WRAPPING FROM ' SCARIFY SIDES OF HOLE TOP . OF BALL 3" MULCH LAYER AS SPECIFIED ----- w FINISH GRADE 4" DI A. X 4" SAUCER AROUND PLANTING PIT EVERGREEN NOT TO SCALE KEY -R BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS LT 51 LIRIODENDRON TULIPIFERA TULIP TREE 2.5" CAL STRONG CENT. LEADED B & B Iwo 262 MYRICA PENSYLVANICA NORTHERN BAYBERRY 24" CONTAINER MS i MAGNOLIA X - SOU LAN GI AN A - -_- 1.5" CAL STRONG CENT. LEADER B & B � PA 113 PICEA ARIES NORWAY SPRUCE 8' B & B FULL TO GROUND QC C QUERCUS COCCINEA SCARLET OAK 2.5" CAL s RH •1! I11 RHODODENDRON 'P.J.M.' „itllf���� 24" owl lopIALILWI ol manna Mal son mmomi SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 24" CONTAINER TM 276 TAXUS X MEDIA 'DENSIFORMUS' DENSE SPREADING YEW 24" B & B TT 102 Im L4 11 .. -. -.I :. PRINCETON ELM PLANTING SCHEDULE 0 NEVER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. 00 NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD STAKES 3 PER TREE 0 120' ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. GUY TREES Y CAL. & LARGER USE 2 "x4" STAKES- DRIVEN BELOW GRADE. (3 STAKES 120' APART) STAKE TREES UP TO ALL STAKES AND GUY WIRES TO 8 HEIGHT. 3 STAKES WITHIN ONE YEAR. T BE REMOVED 0 120 APART , EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT - , EXCAVATE HOLE 12 LARGER CROWN 4 ABOVE FINISH GRADE THAN ROOT BALL CUT ALL BINDING AND REMOVE WRAPPING FROM ' SCARIFY SIDES OF HOLE TOP . OF BALL 3" MULCH LAYER AS SPECIFIED ----- w FINISH GRADE 4" DI A. X 4" SAUCER AROUND PLANTING PIT EVERGREEN NOT TO SCALE KEY NUMBER BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS LT 51 LIRIODENDRON TULIPIFERA TULIP TREE 2.5" CAL STRONG CENT. LEADED B & B MP 262 MYRICA PENSYLVANICA NORTHERN BAYBERRY 24" CONTAINER MS 35 MAGNOLIA X - SOU LAN GI AN A SAUCER MAGNOLIA 1.5" CAL STRONG CENT. LEADER B & B � PA 113 PICEA ARIES NORWAY SPRUCE 8' B & B FULL TO GROUND QC 48 QUERCUS COCCINEA SCARLET OAK 2.5" CAL STRONG CENT. , LEA)ER 8 & B RH 195 RHODODENDRON 'P.J.M.' P.J.M. RHODODENDRON 24" B & B SB 322 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 24" CONTAINER TM 276 TAXUS X MEDIA 'DENSIFORMUS' DENSE SPREADING YEW 24" B & B TT 102 ULMUS AMERICANA PRINCETON PRINCETON ELM 2.5" CAL STRONG CENT. LEADER 8 & D VC 122 VIBURNUM CARLESII 'CHICAGO LUSTRE' KOREANSPICE VIBURNUM CHICAGO LUSTRE 24" CONTAINER VD i 34 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 24" CONTAINER CONTRACTOR, 10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION-.' CONTROL PLAN DETAIL SHEET 1. PLANTING NOTES: A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE JRB SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL CHWD BY: SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 10. REMOVE ANY UNSUITABLE AND IN2006.0614 EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. -.2. 'IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. I F IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND _.COLOR. NO UTILITY MULCH OR PROCESSED _TREE TRIMMINGS WILL BE ALLOWED. 4. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS. WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE- EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERER'S RECOMMENDATION. 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL a TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED G� AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR IS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY Q STOCK, .1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY. OWNER. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD. OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT.. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR, 10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION-.' CONTROL PLAN DETAIL SHEET $B� loll r 0 SCALE LAN 20 IN -:01111:1 FAA Z k I I Z LeA4 A Uk I i A NOT TO SOUTH BUFFER YARD 922' —OF LEVEL "A" REQUIRED & PROVIDED 3 SH AIDE x 9.22= 28 / 28 2 ORNAMENTAL x 9.22= 19 / 19 9 SHRUBS x 9.22= 83 / 59* *24 SHRUBS REPLACED WITH '8 EVERGREEN . TREES (3:1) RATIO WEST BUFFER YARD — 1222ND STR� 1266' —OF LEVEL "B" REQUIRED & PROVIDED 3 SHADE x 12.77= 38 / 38 3 ORNAMENTAL x 12.7= 38 / 38 15 SHRUBS x 12.7= 190 / 142* *48 SHRUBS REPLACED WITH 16 EVERGREEN TREES (3:1) RATIO NORTH BUFFER YARO-EENNSM"IA PARKWAY 888' —OF LEVEL "D" REQUIRED & PROVIDED 5SHADEx8.8 =44/44 5 ORNAMENTAL x 8.8=- 44 /44 27 SHRUBS x 8.8= 240 / 240 EAST BUFFER YARD 1267' —OF LEVEL "A" REQUIRED & PROVIDED 3 .SHADE x 1.3.0= 38 / 38 2 ORNAMENTAL x 13.0= 26 / 26 9 SHRUBS x 13.0= 114 / 84* *30 SHRUBS REPLACED WITH 10 EVERGREEN TREES (3:1) RATIO PARKING ISLAND RATIO 706,789 SQUARE FEET OF PAVED AREA 100,568 SQUARE FEET OF ISLAND 14.2% LANDSCAPE ISLANDS 4' WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE P P [] 'z 1Q wen e'A zt* z� w w� �A o E=4 cl if. C'4 roo �W4 zin CA till s M a V �c ca two •� a We"" o a �UW #4# ' �o �00 NOA 20200052 STAYL O„ Ve bER-nFIED.JBY 0 Q �1 no, I? 57 Q DATE: 06/07/06 DRAWM BY: JRB CHWD BY: CwF JOB N0- IN2006.0614 G a� REVISIONS o� a P G� �J 11V Q DATE: 06/07/06 DRAWM BY: JRB CHWD BY: CwF JOB N0- IN2006.0614 REVISIONS SHEET TdO. OF cu IN2006.0614.CE.C7 3.LP SHEET TdO. OF cu IN2006.0614.CE.C7 3.LP M U n V LaJ U d= 0 0 0 N Z V) Z J a. ___! Fa-- Z W M 0 W i Cn C 0 0 i i 0 0 N Z i a LL- 0 M O M W W 0 0 W Ln 0 0 N tD O a 0 a w J Q U W O J G. or 40' s0' EH SCALE: 1 " =44' ExistincL Topoaraphv Leaend • guard post �- sign CHWD BY: guy wire ® mailbox ® transformer -}- utility pole Q electric manhole [� power pole light pole telephone manhole -- telephone pedestal $ television pedestal -0 traffic pole DRAWN BY: water meter CHWD BY: water hydrant .JOB NO. water valve water manhole � gas valve -�- post o� �v Q A �e Q � a� a cc aC= CA 0 a • W c O�No C4 c W o c v z •• Q a4 0 rw ° N <00 -r z�� �zP r H °' v a 0 0 C3 C-4 U .� �= u -..,, M V � � �W •�` G F0 '% ��� P�.••''G�STFR T62 �i No. r 1M7N = soft awo STAIE OF r • • \J /1i NA. CER T1 FI ED BY �Rm Q J a U a Q U U) D Q J %n Q W DATE: L . 06/07/06 DRAWN BY: JRB CHWD BY: cwF .JOB NO. IN2C06.0614 G � a� LIJ n(77)� 20 Mp -a a� CM P QCM LU 19 DATE: L . 06/07/06 DRAWN BY: JRB CHWD BY: cwF .JOB NO. IN2C06.0614 REVISIONS SHEET NO. 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OPM I,1 �14 t.2 %J •l. 5 �.5 9312 VL %,2 �. . 7 -& 1 V4 .6 y a� B Am 3 k0 a 0 9 % �. IQ t1 95.3 X3.9 '�. 5- !L7 k0 �. 0 12 u a L9 CWF JOB NO. IN2006.0614 95.2 G 5 IL I %. 6 OPM �14 %J 5 e 9312 fil 6 �. . 7 -& 1 .6 la a� B Am 3 8 12 a 144 7 �. �. t1 95.3 k0 �. 0 12 u a L9 CWF JOB NO. IN2006.0614 95.2 G 5 IL I %. 6 OPM �14 %J 5 e 9312 5 6 �. . 7 -& 0 0 0 60' 120' SCALE: 1"=60' o�Nc HAM 5 �N . a � s o tu A o O 04 O N .< o�F W x 00 co �Z�� o q4t y A 57 N A� zp� - a o CO) CO) tu e:7 U s� m u 0 wn '1•.a w u � m � GO EO r -c cu r M I I t 3 • W • FQ QL • Q` � • • wow No. . •= STATE OF ���� ••''•• AND it►Nl;.••'• �=`�� N Al. ,�• CERTIFIED BY -1 F r C 0 %.3 a L9 CWF JOB NO. IN2006.0614 1 9 %J G .5 Ike a� 0 OPM 0 .6 e %.4.4 5 o a 1 �. 1 .6 la a� B 3 8 12 a 144 7 �. �. t1 95.3 L6 '�. %- 93.1 6 9 93.5 0 5 10 3 0 0 0 60' 120' SCALE: 1"=60' o�Nc HAM 5 �N . a � s o tu A o O 04 O N .< o�F W x 00 co �Z�� o q4t y A 57 N A� zp� - a o CO) CO) tu e:7 U s� m u 0 wn '1•.a w u � m � GO EO r -c cu r M I I t 3 • W • FQ QL • Q` � • • wow No. . •= STATE OF ���� ••''•• AND it►Nl;.••'• �=`�� N Al. ,�• CERTIFIED BY -1 F r C 0 U3 a ILO CWF JOB NO. IN2006.0614 1 9 G � Ike a� OPM e 5 0 0 0 60' 120' SCALE: 1"=60' o�Nc HAM 5 �N . a � s o tu A o O 04 O N .< o�F W x 00 co �Z�� o q4t y A 57 N A� zp� - a o CO) CO) tu e:7 U s� m u 0 wn '1•.a w u � m � GO EO r -c cu r M I I t 3 • W • FQ QL • Q` � • • wow No. . •= STATE OF ���� ••''•• AND it►Nl;.••'• �=`�� N Al. ,�• CERTIFIED BY -1 F r C 0 U3 JRB ILO CWF JOB NO. IN2006.0614 1 9 G � Ike a� OPM e 5 o a 1 la a� t 7 oQ 8 a tu 4 t1 %- 9 N�. 5 10 0 0 0 60' 120' SCALE: 1"=60' o�Nc HAM 5 �N . a � s o tu A o O 04 O N .< o�F W x 00 co �Z�� o q4t y A 57 N A� zp� - a o CO) CO) tu e:7 U s� m u 0 wn '1•.a w u � m � GO EO r -c cu r M I I t 3 • W • FQ QL • Q` � • • wow No. . •= STATE OF ���� ••''•• AND it►Nl;.••'• �=`�� N Al. ,�• CERTIFIED BY -1 F r C DATE: 06/07/06 DRAWN BY: JRB CHWD BY: CWF JOB NO. IN2006.0614 G � a� OPM tu IL a� oQ tu ul DATE: 06/07/06 DRAWN BY: JRB CHWD BY: CWF JOB NO. IN2006.0614 REVISIONS SHEET NO. no OF TN'?t1(1K (1816. rip Q1 T .T