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Home My WebLink About05060042 Civil Construction Plan Prelim. Not for Construction Rcd. 6/30/200511 41F SHEET No. IVI C100 v. "� - -- URNvAG= LkS`, .1-JgI -� (LAKE) SITE PLAN IEXISTING PONDI r. o SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN m N 0 C803—C805 0901 SPECIFICATIONS nne Dr LANDSCAPING PLAN 8c DETAILS ; LANDSCAPING DETAILS & SPECS ` i mL o, Kin u = " v n St 0� _ rn _ pr o o °o m t t t �0 A yn Rd o Fn o: 3 E 131s t St 3 W 131s t Y N a' T7 V o —m> v 2nd St v v 0 n Emerso R o 3 d t c c S y > c'` Wllso D Industrial D „ I to ve As r Rd Bo n Ct L_ ° c 5t S R \d9° orset Ivd c a Colle a Way > c -' m a Z E y ` :•lick Doug[ s Ora Ransbur D v K1 h Ln o A26th E 1 en illa Dr oven 6th t Q 12 th Si > S v m o w ° a m ° m Inon 3 Dr Ede q a D �� Ln _y Adams E ` v r`n m ` v Utz r Eden ay U 3 a v E Corme r E7 Na "as Dr d r Ln ° O = L — 122nd St Shoshone D a' ° Ed n Hollo PI Creekwood L w v C7 c c Pintail Ct Cn W Ca el Dr ° <� v ;'�, E Cc el Dr -J N � m M hard Ct o C r� �\' to Ct E Ca Dr Statio = = �\ II o o: a — ID c a Congressio ON \ Len Ln m o v Medical w ° IM _ \.� c ; Cr m Ct N o me m c o Ja n d • er Ma Ct (n o c� 0 o o° v Pi ` L2 Cn � � ` 16th t ° t W 116th Z °0 0o n Yy Woodv' w N Dr `` Li 3 I o115th t 3 p ng Co oU Woodvl w S Dr o 3 E 14t St > " Woodland Dr c a a ann -� Brl CD Emil o od Valley Dr c ollshor Ct c a N c 0 os m P e Valley Dr o oodsh re Ct of g c E 111th L •v w m Rollin pri gs Dr R Ilin S Ot Hom Dwood r • m ° o° Whlspe Ing Tr 11 h 5 Ilco r 3 s o Marbr Ln E 10t St s V o v m W 110th St 'a v, o f 10 th t Aq uct ay 3 E 109th t E 109th t 5 O� o L He sel D r°- a amilton 11.01 L ` m c � o • � 3.a ° = o U 0 th St c ° ~ m AREA- VvqAP NOT TO SCALE -rte ZONED ■ r nDiq 2' 1'f f lr Ll*.Elu::� PLR i` �- s , PLAN NOT M�JiKED I.� FiELD `"� .y' �' j fi �:y� �'� � °e -••.` ' °�A'' -.tf ��l�i��. % / /,r'� � �� j - �Ji'T;,. w''a ,o. I \wv-o. rf 3��'`ca.� � �-� •00�”' .-.. � -.. v...,. .A.,. ...,... _. p �,r r .°:�• t� ;d/ g � ✓ � .�_ -} ' — .r � .�-- �� `+.` .w � 9DEW�W( •.4�.� q fis� °� r *" '�% qtr• � r"� /j, co 2 is W Z 0 N P.O.B. PARCEL I do EXCEPTION PARCEL Q4,, \` &L9� 9DEiNJ( �IlDG1G1 dP � RFCJL:.TCU � u� ORnA 'eAS'ENT { PROPOSE SITE — ZONED: ill N, TI? EA' � AEN r ,RMEL S' K, 65 -7 401.50' AT ,P V C M TV VVIAP NOT TO SCALE .� _ - - - - -- — U.C. J -._ 41F SHEET No. IVI C100 v. "� - -- URNvAG= LkS`, .1-JgI -� (LAKE) SITE PLAN IEXISTING PONDI r. C103 ZONED ■ r nDiq 2' 1'f f lr Ll*.Elu::� PLR i` �- s , PLAN NOT M�JiKED I.� FiELD `"� .y' �' j fi �:y� �'� � °e -••.` ' °�A'' -.tf ��l�i��. % / /,r'� � �� j - �Ji'T;,. w''a ,o. I \wv-o. rf 3��'`ca.� � �-� •00�”' .-.. � -.. v...,. .A.,. ...,... _. p �,r r .°:�• t� ;d/ g � ✓ � .�_ -} ' — .r � .�-- �� `+.` .w � 9DEW�W( •.4�.� q fis� °� r *" '�% qtr• � r"� /j, co 2 is W Z 0 N P.O.B. PARCEL I do EXCEPTION PARCEL Q4,, \` &L9� 9DEiNJ( �IlDG1G1 dP � RFCJL:.TCU � u� ORnA 'eAS'ENT { PROPOSE SITE — ZONED: ill N, TI? EA' � AEN r ,RMEL S' K, 65 -7 401.50' AT ,P V C M TV VVIAP NOT TO SCALE .� _ - - - - -- — U.C. J -._ I I b0.00' N r�- i i 1 l 5 i f � / CiESS calh,'� -- ZONEDi B2/B5 S 0 IT E vA P S ALE: 1" -100' -�,- I Aw • O O LL J u -- -/-- - - - - -r Q SEC. 35, T118N, R3E CA Lot of =1oc 1 S bdi i i n C - rmel Science & Tec nolog �'ar DE Wift0vt'P I M R: C�Do EM O DPo OVS opm�nt LLC 600 East 96th Street, Suite 100 Indianapolis, IN 46240 PH: 317-808.6000 FAX: 317-808.6770 CONTACT.- Bob Falk, EMAHL: bob. falk@dukeconstructiononline.com This project site is contained in flood zone designation 'Y' per FIRM map # 18057CO209F dated Feb. 19, 2003. The subject tract is zoned M3. INDEX SHEET No. DESCRIPTICIN C100 COVER SHEET TOPOGRAPHIC SURVL , "� - -- URNvAG= LkS`, .1-JgI -� (LAKE) SITE PLAN IEXISTING PONDI SITE GRADING PLAIT C103 I I b0.00' N r�- i i 1 l 5 i f � / CiESS calh,'� -- ZONEDi B2/B5 S 0 IT E vA P S ALE: 1" -100' -�,- I Aw • O O LL J u -- -/-- - - - - -r Q SEC. 35, T118N, R3E CA Lot of =1oc 1 S bdi i i n C - rmel Science & Tec nolog �'ar DE Wift0vt'P I M R: C�Do EM O DPo OVS opm�nt LLC 600 East 96th Street, Suite 100 Indianapolis, IN 46240 PH: 317-808.6000 FAX: 317-808.6770 CONTACT.- Bob Falk, EMAHL: bob. falk@dukeconstructiononline.com This project site is contained in flood zone designation 'Y' per FIRM map # 18057CO209F dated Feb. 19, 2003. The subject tract is zoned M3. 0 111109 ft 'Vitt I I VA. 041 The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut 'Y' in the south rim of sanitary manhole SS #K, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM #3 Cute square in west side of a concrete area light base at the southeast corner of the parking lot west of the site, ELEV. = 844.36 (NAVD88) Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering THESE DOCUMENTS ARE SUBJECT TO Indianapolis, Indiana Environmental Engineering PERIODIC REVISIONS BY THE SCHNEIDER 46216 -1 037 Geotechnical Services CORPORATION. THE HOLDER IS RESPONSIBLE 317- 826-7100 GIS * LIS FOR VERIFYING THAT THESE UMENTS ARE THE MOST CURRENT TO USE. REVISIONS: 317- 826 -7200 Fax Home Builder Services a DATE: BY: DESCRIPTION: www.schneidercorp.com Interior Design Y Land Surveying Landscape Architectures Transportation Engineering #' CERTIFIED Y CE IED B .Robert L. Doster P.E. E —MAIL ADDRESS: rdos -ter ©schneidercorp.com =ATE: SHEET �� ") (3 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY: ALF DATE CHECKED: 06/30/05 15 © 2005, The Schneider Corporation JOB No. 1211.023 FILE NAME: SA1211\023\dwgs\C100.dwg INDEX SHEET No. DESCRIPTICIN C100 COVER SHEET TOPOGRAPHIC SURVL , ONE C101 SITE PLAN C102 SITE GRADING PLAIT C103 SITE UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C801 —C802 STORMWATER POLLUTI(`�`y PREVENTION DETAILS GENERAL DETAILS C803—C805 0901 SPECIFICATIONS L101 LANDSCAPING PLAN 8c DETAILS L801 —L901 LANDSCAPING DETAILS & SPECS 0 111109 ft 'Vitt I I VA. 041 The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut 'Y' in the south rim of sanitary manhole SS #K, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM #3 Cute square in west side of a concrete area light base at the southeast corner of the parking lot west of the site, ELEV. = 844.36 (NAVD88) Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering THESE DOCUMENTS ARE SUBJECT TO Indianapolis, Indiana Environmental Engineering PERIODIC REVISIONS BY THE SCHNEIDER 46216 -1 037 Geotechnical Services CORPORATION. THE HOLDER IS RESPONSIBLE 317- 826-7100 GIS * LIS FOR VERIFYING THAT THESE UMENTS ARE THE MOST CURRENT TO USE. REVISIONS: 317- 826 -7200 Fax Home Builder Services a DATE: BY: DESCRIPTION: www.schneidercorp.com Interior Design Y Land Surveying Landscape Architectures Transportation Engineering #' CERTIFIED Y CE IED B .Robert L. Doster P.E. E —MAIL ADDRESS: rdos -ter ©schneidercorp.com =ATE: SHEET �� ") (3 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY: ALF DATE CHECKED: 06/30/05 15 © 2005, The Schneider Corporation JOB No. 1211.023 FILE NAME: SA1211\023\dwgs\C100.dwg \0 L=367.31 R=375.00 7 - A= 56007'17" Tan=199 90 5 L= 9 3 15, X ,V" R=375.0Q X r A= 14 014'51 .15 Tan=46.87 N, X 375Z 12" WATER LINE SHOWN PER [FSTS�#WA] Ili28'4 4'48" PLAN NOT MARKED IN RELD -T n dn,�:96 4%* 411, 4\1 R� 0 X `-,�=V.63 A 17 <V R=65,2.00,& Oil '41" A---8"xl X Tan=4 90 :60 A,3 X 2" GAS LINE PER PLAN X NOT MARKED IN FIELD X rn) 4,1� CITY OF CARMEL C::) INST. #200300018027 X X C=) lb M (�K X X CIP 4:,. X 93% SS#A SS#F 1�1- TC = 841.44 TC = 842.64 0i � k, NE INV. = 826.24 (8" PVC) N INV. = 834.69 (8" PVC) xll� 1. N88*59 I 30"E SE INV. = 828.07 (8" PVC) S INV. = 834.82 (8" PVC) 1�1 A SW INV. = 826.29 (8" PVC) SS#F 20.00 9 SS#G X SS#13 TC = 842.76 1 TC = 8�2.05 N INV. = 835.96 (8" PVC) X kK- NW INV. = 828.44 (8" PVC) W INV. = 336.06 (6" PVC) S INV. = 829.45 (8- PVC) TBM#3 ST#H SS#C TC = 841.50 R� tK- X TC = 841.97 W INV. = 838.30 (12" RCP) NW INV. 825.57 (8" PVC) 11� SE INV. 825.32 (8" PVC) ST#1 41- SW INV. 825.46 (8- PVC) TC = 836.80 �%, W INV. = 829.60 (48" RCP) ASPHALT PARKING LOT C:) 60A S D E INV. = 829.60 (48- RCP) 41, 1::� 1�1 X TC = 842.48 S INV. = 832.10 (12" RCP) 12 N 11111 V. 8 13 4. C- 8 ( 13 " R C! 7 /7 E IINV� 830.5� �JC IRICID) SS#K W INV. 830,5�`) (361' RCP) TC = 841.15 NW INV. 824.45 (10" PVC) SS#G X�x XV S Tj,�E LAT. INV. 825.95 (8" PVC) qj� X xl$), TC = 84-0.6-9 SE INV. 824.37 (10" PVC) N INV. 836.82 (18" RCP) S INV� 836.32 (18" RCIP) CNV k'%:� K % 6,8 1K r X Rp y- LENOX TRACE PHASE 111 INSTR. #9415876 Survey Certification X --1 ��11:1 U L=85.92 R= 375.00 7'1 A 1 3*0-� /�8 4i� 5, f 'TBY#2 Z� 17J 1:- 7,3' 0 N 11"t- C-0 C-0 bX XX -7 3/19/04 1211.016 1 47.06\ CHECKED BY: X 750.00\ X CRV \1 *14 05 Vb X 1�\- X X Ta n =\7\3 475113771 X41* 1)� X X r X X 9 \1 10� el\ 03 4 GAS\LINE PE PLAN X X NOT MAR'KED IN LD 0011) X X 8z- X Od-I X LAJ A X tK 00 CN X\\ C) X X 00 R� X % tK X !W 9� X x X X X X % 4� X 00 411 VACANT SI-T-E-,,,., (GRASS) X X �K -X X X X X kV X X 41, X % X X RFI* -X" X X IT "I Ilk" LLJ t I Ln Go CD, is Ln CD CD C� L 65.69 0 C) R '735.0 A7� 12 05 4'5 8' FORCE MAIN SHOWN PER PLANS NOT MARKED IN 8 3. 2 L=46.8� 7- R=735. 0 FI ELD '39" 311 - �A' XJ A-3 POSSIBLE BURIED STRUCTURE Tan 23t7494 CARMEL DRIVE 338.19' SHOWN PER PLAN (7F R7w) UNDERGROUND FIBER LANE,�SPHAL ' OPTICS VAULT --R=20.00' ---293.00 N 89@30'00" L= 31.42' 000-8�1�000 -------- 3 X� X 00 -A 00 000 b, I ER" SUT-- (8) P 0 X x 0 2" RC TOP OF BANK (TYP.) 11� - Q INV. 829.69 'P J0 (b IN V. 2 LJ 0 0 EDGE OF WATER ON NO MARCH 18, 2004 PO LO 00 f -, (M 00 C:) �0\ 0\ .0. Ld LLJ 0 00 00 '0 00 C:) "0 C:) X \0 0 0 Ld 0 X 0 0 POND 001 X X 000 U-) 0 0 0 LL] 00 Ln 0 X X'U 4" GAS LINE PER PLAN NOT MARKED IN FIELD 0 0 rD1 0 0 .0 x x x x% LAJ CI- X i5K I - P 0 r�ll X 0 00 cc 4.4 LLJ 0 0 C) X X X\ INV. 829.37 1 110 1 122 RC 10 -0 X L13 183 % i.771 �b 0- X X X F0 0 00-) 14 X 0 INV. 828 89 �010 N ELECTRIC LINE SHOWN PER PLAN NOT MARKED IN FIELD W?/ 00 00 001, NZ'J X (�v 1 b. X INV. 828.55 X X 16\ 1b X kK Z_ (b N 000 4� C6 b VIC- X -^4-INV. 828.13 X C011�1 X X X R� X --E-CTRIC LINE SHOWN PE q�K CMP (b D q 31b LAN NOT MARKED IK FIE� LS -1 It- Vi X N INV. 828.38 Cil- Qri" Riiii$" -V- X 00 X 824. 0 0 X CIO 411 LENOX TRACE LENOX TRACE PHASE VIII PHASE I INSTR. #9535286 INSTR. #9343098 1, the undersigned, hereby certify that to the best of my professional knowledge a d belief the within plot represents a topographic survey of the real estate shown or described hereon. The nature, size and location of utilities shown on this plot are per plans and/or locations provided by the respective utility companies or their representatives together with field observation as further noted hereon. The topographic data was gathered using st(ndard radial surveying techniques with an electronic total station and data collector and/or using Global Positioning (GPS). 1 7 levations on hard surfaces or structures are accurate to within 0.05 feet, elevations on natural surfaces are accurate to wi-.hin 0.1 feet. Contours are plotted based upon interpolation of spot elevations shown hereon and are accurate to generally ithin one half contour interval. The field work for this survey was performed on March 18, 2004. 1 James M. Mulryon Registered Land Surveyor #860013 April 1, 2004 px yz N o. 860*0 13 STATE OF . % "VD1 A�A..-- S Note: Parcel lines and boundary information are shown for information purposes only. No actual boundary retracement was performed with this topographic survey. ASSUMED NORTH SCALE I J) = 60 60 0 30 60 120 BENCHMARKS The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM#1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. 844.46 (NAVD88) TBM#2 Cut 'Y' in the south rim of sanitary manhole SS#K, north of Carmel Drive across from site. ELEV. 841.15 (NAVD88) TBM#3 Cute square in west side of a ccncrete area light base at the southeast corner of the parking lot west of the site. ELEV. = 844.36 (NAVD88) Utilities Gas Indiana Gas Company 15900 Allisonville Road Noblesville, Indiana 46060 (317)776-5534 (Don Purdue) Water Carmel Utility Department One Civic Square Carmel, Indiana 46032 (317) 571-2442 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265-4878 or 1-800-382-5544 Cable Television Time Warner Cable 516 E. Carmel Drive Carmel, Indiana 46032 (317)848-4726 (Jason Kirkman) Electric Cinergy (PSI) 1441 S. Gilford Carmel, Indiana 46032 (317)581-3027 (Moriea Coonce) Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Carmel, Indiana 46032 (317) 844-9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571-2441 Streets City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571-2441 Utility Hotine: within Indiana 1-800-382-5544 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. L- E:- (Z; a N 0 INLET OR CATCH BASIN 0 SEWER MANHOLE * TELEPHONE MANHOLE (D ACCESS COVER (D TRAFFIC MANHOLE 0 WATER MANHOLE 0 MANHOLE 'COCLEANOUT AREA LIGHT UTILITY POLE WITH GUY WIRE )eR UTILITY POLE WITH RISER FLAG POLE TRAFFIC POLE 13 U UTILITY PEDESTAL OE ELECTRIC METER 0 ELECTRIC TRANSFORMER CONDITIONING UNIT UTILITY VALVE "Cr HYDRANT 0 WELL -o*- WATER VALVE Ow WATER METER ->I- GAS VALVE 0(; GAS METER SIGNS MAILBOX TREE, SHRUB BENCHMARK SOIL BORING - - - - - - - - - - OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION E UNDERGROUND ELECTRIC T UNDERGROUND TELEPHONE FO UNDERGROUND FIBER OP11C F UNDERGROUND FORCE MAIN Ci UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S SEWER LINE UNDERGROUND STORM SEWER 01 MR UNDERGROUND SANITARY SEWER EDGE OF WOODS FENCE LINE -000- FLOW LINE Schnei*der THE SCHNEIDER CORPORAT110N Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/19/04 1211.016 co 1:1 CHECKED BY: JKR CRV REVISIONS: moved 48" RCP into easement-JKR, 5/5/04 additional topo added-JKR, 6/16/05 DRAWING FILES: SA1211\016\dwgs\1211O16t.dwg CZ5 SHEET NO.: of 1 r Old C\2 Z Cd Cd C;1 E--4 0 sn co 0 0 Er- "0 0 M CD C) DATE: PROJECT NO.: 3/19/04 1211.016 DRAWN BY: CHECKED BY: JKR CRV REVISIONS: moved 48" RCP into easement-JKR, 5/5/04 additional topo added-JKR, 6/16/05 DRAWING FILES: SA1211\016\dwgs\1211O16t.dwg S: \1 211 \01 6\dwgs\l 2110161. dwg SHEET NO.: of 1 SUMMARY TABLE ZONING ON PARCEL: - M3 PROPOSED BUILDING: = 50,000 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. NET BUILDING AREA: 200 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 216 P.S. HANDICAP PARKING SPACE: 10 P.S. TOTAL PARKING SPACES PROVIDED: 226 P.S. SH= Tq®7= 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3, IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ' \..• \ .n 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE -�,�, `�;�•{y,,,R_ �,, ,_ - ..,4,`,_, ..,,, TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL ��_�3y,� � Vii* \\ 'C�`'G l,..ri `\ \,. ''a;L'p~ \1,� 4•:, �'1, JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20 OR LESS. vz+T r C 4 � „,,. xr ,, ?N''° �,;;� it �` ,� :'/ ,j `' '' +_.` __ -. "'�•• � '`, I•a_ . �.. _ C 0 R DI _ °•i. � N r �_ TH CITY Y INST % aJ , ` - - -- - -- _ - ,�•'. "� � .;.- .. .' ____ - - - - - -. � _._ _, .,�.. �.: '..:�_ -_END SIDEWALK -� _ - OF CARM INSTALL -__.. ..r_� . - .- - - -- --- -_.._- --------- .__. - - - -- - - -- '------- - - - - -- ---- ,__ - - - - -- ------__--___---------- 5: TREE PRO _ T FcT C ARMEL DRIVE 338.19 .a i P - n LANE ASPHALT --° , T 7 T R W .T y .,. �''" �� .�,,,.: ��5, irk � •' ; -� � - - - - `' _ SIGN LOCATION END SIDEWALK CIC i i P.O.B. PARCEL I & EXCEPTION PARCEL 0100 ��^._/LI•�/\./`./ti..'\�`V� .ate _ /�J� /L/�/�J� "� /�J\ -. '�iuZ/�I '1�.!\. /� i 401.50' � �,, /„' �� -: 03 i r, 0 1 i I ° � o 0 ° U Q I 0 1 A ASSUMED NORTH 50 0 25 50 100 �� SCALE: 1 = 50 GRAPHIC SCALE 1 " =50' �I W CD 0 r 0 O i l� O Q Q O < � z H Q N HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE 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. sy Existing Utility Pole Existing Trees ----- ----- Existing Fence Pavement Within Right of Way Heavy Duty Pavement Concrete Pavement •t 0 6" Straight Curb 8 C803 5 � O Curb &Walk C803 C803 0 Walk 7 4 �O3 0 Handicap Ramp ('�1_ C803 Q Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) 0 Handicap Parking Sign 11 13 C80�Clol Q Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan, not included) Light Duty Pavement 6 C803 Q Pavement Striping Q Curb Taper 4 0803 0 Porte- Cochere (REFER TO ARCHITECTURAL PLANS) Retaining Wall (REFER TO ARCHITECTURAL PLANS) ® 9'x20' Parking Spaces - 216 0 8'X20' Parking Spaces - 10 (A.D.A. REQUIREMENTS) Total Parking Spaces - 226 =I I N 1- -6) Land Description - Parcel Part of Block 11 in the Conditional Secondary Plat Carmel Science and Technology Park, a subdivision in Hamilton County, Indiana, the plat of which is recorded in Plat Book 13, pages 65 thru 71 and amended by Certificate of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Commencing at the Southwest corner of the Northwest Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana (5/8 inch rebar with cap marked Schneider Engr. Corp.', herein after referred to as rebar ); thence North 88 degrees 59 minutes 30 seconds East (plat bearing) along the South line of said Northwest Quarter Section and along the South line of said Block 11 a distance of 401.50 feet to the Point of Beginning at the southeast corner of Lot 1 of said Block 11 per plat thereof recorded as Instrument Number 9109164, marked by a "rebar ", the following four courses are along the east lines of said Lot 1; (1) thence North 01 degrees 00 minutes 30 seconds West a distance of 265.00 feet to a "rebar "; (2) thence North 88 degrees 59 minutes 30 seconds East a distance of 20.00 feet to a "rebar "; (3) thence North 01 degrees 00 minutes 30 seconds West a distance of 190.00 feet to a "rebar "; (4) thence North 30 degrees 46 minutes 06 seconds West a distance of 102.20 feet to the southwest corner of a 0.025 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 652.00 feet, the radius point of which bears North 33 degrees 23 minutes 58 seconds West; thence northeasterly along the southerly line of said tract and along said curve an arc distance of 93.63 feet to the northerly line of said Block 11, being on a non - tangent curve to the right having a radius of 375.00 feet, the radius point of which bears of South 20 degrees 16 minutes 42 seconds East; thence northeasterly along said northerly line and along said curve on arc distance of 188.15 feet to the northwest corner of a 0.056 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 750.00 feet, the radius point of which bears North 27 degrees 57 minutes 50 seconds East (the following two courses are along the southerly lines of said tract); (1) thence southeasterly along said curve an arc distance of 147.06 feet to a point which bears South 16 degrees 43 minutes 46 seconds West from said radius point; (2) thence South 84 degrees 51 minutes 37 seconds East a distance of 107.03 feet to the aforesaid north line of Block 11, being on a non - tangent curve to the left having a radius of 735.00 feet, the radius point of which. bears North 08 degrees 40 minutes 48 seconds East; thence easterly along said north line and along said curve an arc distance of 46.87 feet to a point which bears South 05 degrees 01 minutes 35 seconds West from said radius point; thence South 00 degrees 01 minutes 37 seconds East a distance of 149.95 feet; thence South 28 degrees 22 minutes 49 seconds East a distance of 246.50 feet; thence South 33 degrees 08 minutes 58 seconds East a distance of 109.03 feet; thence North 88 degrees 59 minutes 30 seconds East parallel with the south line of said Block 11 a distance of 139.43 feet to the east line of said Block 11; thence South 00 degrees 18 minutes 08 seconds East along said east line a distance of 78.01 feet to a rebar at the southeast corner of said Block 11; thence South 88 degrees 59 minutes 30 seconds West along the south line of said Block 11 a distance of 824.80 feet to the Point of Beginning, containing 8.00 acres, more or less. z 0 Cn w T, 0,�i // / / o C.T� 1. 0 G 1 S TE,Q • % No. PE19500260' STATE OF i DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 06/30/05 17 <<Fs a CHECKED BY: SUMMARY TABLE ZONING ON PARCEL: - M3 PROPOSED BUILDING: = 50,000 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. NET BUILDING AREA: 200 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 216 P.S. HANDICAP PARKING SPACE: 10 P.S. TOTAL PARKING SPACES PROVIDED: 226 P.S. SH= Tq®7= 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3, IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ' \..• \ .n 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE -�,�, `�;�•{y,,,R_ �,, ,_ - ..,4,`,_, ..,,, TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL ��_�3y,� � Vii* \\ 'C�`'G l,..ri `\ \,. ''a;L'p~ \1,� 4•:, �'1, JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20 OR LESS. vz+T r C 4 � „,,. xr ,, ?N''° �,;;� it �` ,� :'/ ,j `' '' +_.` __ -. "'�•• � '`, I•a_ . �.. _ C 0 R DI _ °•i. � N r �_ TH CITY Y INST % aJ , ` - - -- - -- _ - ,�•'. "� � .;.- .. .' ____ - - - - - -. � _._ _, .,�.. �.: '..:�_ -_END SIDEWALK -� _ - OF CARM INSTALL -__.. ..r_� . - .- - - -- --- -_.._- --------- .__. - - - -- - - -- '------- - - - - -- ---- ,__ - - - - -- ------__--___---------- 5: TREE PRO _ T FcT C ARMEL DRIVE 338.19 .a i P - n LANE ASPHALT --° , T 7 T R W .T y .,. �''" �� .�,,,.: ��5, irk � •' ; -� � - - - - `' _ SIGN LOCATION END SIDEWALK CIC i i P.O.B. PARCEL I & EXCEPTION PARCEL 0100 ��^._/LI•�/\./`./ti..'\�`V� .ate _ /�J� /L/�/�J� "� /�J\ -. '�iuZ/�I '1�.!\. /� i 401.50' � �,, /„' �� -: 03 i r, 0 1 i I ° � o 0 ° U Q I 0 1 A ASSUMED NORTH 50 0 25 50 100 �� SCALE: 1 = 50 GRAPHIC SCALE 1 " =50' �I W CD 0 r 0 O i l� O Q Q O < � z H Q N HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE 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. sy Existing Utility Pole Existing Trees ----- ----- Existing Fence Pavement Within Right of Way Heavy Duty Pavement Concrete Pavement •t 0 6" Straight Curb 8 C803 5 � O Curb &Walk C803 C803 0 Walk 7 4 �O3 0 Handicap Ramp ('�1_ C803 Q Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) 0 Handicap Parking Sign 11 13 C80�Clol Q Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan, not included) Light Duty Pavement 6 C803 Q Pavement Striping Q Curb Taper 4 0803 0 Porte- Cochere (REFER TO ARCHITECTURAL PLANS) Retaining Wall (REFER TO ARCHITECTURAL PLANS) ® 9'x20' Parking Spaces - 216 0 8'X20' Parking Spaces - 10 (A.D.A. REQUIREMENTS) Total Parking Spaces - 226 =I I N 1- -6) Land Description - Parcel Part of Block 11 in the Conditional Secondary Plat Carmel Science and Technology Park, a subdivision in Hamilton County, Indiana, the plat of which is recorded in Plat Book 13, pages 65 thru 71 and amended by Certificate of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Commencing at the Southwest corner of the Northwest Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana (5/8 inch rebar with cap marked Schneider Engr. Corp.', herein after referred to as rebar ); thence North 88 degrees 59 minutes 30 seconds East (plat bearing) along the South line of said Northwest Quarter Section and along the South line of said Block 11 a distance of 401.50 feet to the Point of Beginning at the southeast corner of Lot 1 of said Block 11 per plat thereof recorded as Instrument Number 9109164, marked by a "rebar ", the following four courses are along the east lines of said Lot 1; (1) thence North 01 degrees 00 minutes 30 seconds West a distance of 265.00 feet to a "rebar "; (2) thence North 88 degrees 59 minutes 30 seconds East a distance of 20.00 feet to a "rebar "; (3) thence North 01 degrees 00 minutes 30 seconds West a distance of 190.00 feet to a "rebar "; (4) thence North 30 degrees 46 minutes 06 seconds West a distance of 102.20 feet to the southwest corner of a 0.025 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 652.00 feet, the radius point of which bears North 33 degrees 23 minutes 58 seconds West; thence northeasterly along the southerly line of said tract and along said curve an arc distance of 93.63 feet to the northerly line of said Block 11, being on a non - tangent curve to the right having a radius of 375.00 feet, the radius point of which bears of South 20 degrees 16 minutes 42 seconds East; thence northeasterly along said northerly line and along said curve on arc distance of 188.15 feet to the northwest corner of a 0.056 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 750.00 feet, the radius point of which bears North 27 degrees 57 minutes 50 seconds East (the following two courses are along the southerly lines of said tract); (1) thence southeasterly along said curve an arc distance of 147.06 feet to a point which bears South 16 degrees 43 minutes 46 seconds West from said radius point; (2) thence South 84 degrees 51 minutes 37 seconds East a distance of 107.03 feet to the aforesaid north line of Block 11, being on a non - tangent curve to the left having a radius of 735.00 feet, the radius point of which. bears North 08 degrees 40 minutes 48 seconds East; thence easterly along said north line and along said curve an arc distance of 46.87 feet to a point which bears South 05 degrees 01 minutes 35 seconds West from said radius point; thence South 00 degrees 01 minutes 37 seconds East a distance of 149.95 feet; thence South 28 degrees 22 minutes 49 seconds East a distance of 246.50 feet; thence South 33 degrees 08 minutes 58 seconds East a distance of 109.03 feet; thence North 88 degrees 59 minutes 30 seconds East parallel with the south line of said Block 11 a distance of 139.43 feet to the east line of said Block 11; thence South 00 degrees 18 minutes 08 seconds East along said east line a distance of 78.01 feet to a rebar at the southeast corner of said Block 11; thence South 88 degrees 59 minutes 30 seconds West along the south line of said Block 11 a distance of 824.80 feet to the Point of Beginning, containing 8.00 acres, more or less. z 0 Cn w T, 0,�i // / / o C.T� 1. 0 G 1 S TE,Q • % No. PE19500260' STATE OF i DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: SITE Q� DRAWING FILES: S: \1211 \023 \dwgs \C101.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg XREF: S: \1211 \016 \dwgs \12110161- COPY.dwg o d- QD ca XREF: S: \1 211 \023\dwgs\023bs.dwg XREF: S:\1211\016\dwgs\Frorn Woolpert \woolpert -r XREF: F: \TSC -LDT4 \Blocks \Seal- RD.dwg SHEET NO.: 0 W .� m 0 o Pq co Ct o y . ~ ( Q o ° w oC U "--4Cn Q) _ w Cd 4.3 Q � rn W w � �s w o 0 co U DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \1211 \023 \dwgs \C101.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg XREF: S: \1211 \016 \dwgs \12110161- COPY.dwg XREF: S: \1211 \023 \dwgs \Title1.dwg XREF: S: \1 211 \023\dwgs\023bs.dwg XREF: S:\1211\016\dwgs\Frorn Woolpert \woolpert -r XREF: F: \TSC -LDT4 \Blocks \Seal- RD.dwg SHEET NO.: C �; f,, ', 1. ,r jr � �3,e r ,ps �''" z1NA', I. `i. `- 4, j t, �, > :I11 ., ,r , r f . \ l -�- ,-I \ ' \ y1 .61 \. "' \ y, . �� C' \. \`)`- C:; j \- filly 1. c �, / `tom fJ� P-ri / �� , \\ `\ \ 4��C �, ' I ^ \ \ / \\ , / - f / / \ \..! �!-, - .7i''.. �-� •cam. C� \;.w �\. •`',, `b � < _ ( Y_ f \ / y �. _ G \ I /, //. YJ. .,,,� s v a 41 �d. �x , // /�\ �'U�N /fl�,.'% x-- `'i,y `?C \� \�\ - m _ ti', 1 \\ `°•`t,.,� e ��•a;., ��•e4 \. �vL.;.'C' 1-:,y •�'� -`w, �J'�_.._ lk '>t �% / e'� d / r1J \ \ �;' LF.Ei"i1�7i`•I_� ° w•� i• / �``.`. y p �� - _ "- � J / t Ir' :T r \ . , ! 2" WATER LINE SI- I0'v'1N MER LAN NOT I„I `,RKED IN FIELD !F SS #A PROJECT NO.: 06/30/05 SS #F DRAWN BY: TC = 841.44 RDR Structure STRUC'TUR1v o NE INV. = 826.24 (8" PVC) N INV. = 834.69 (8" PVC) SE INV. = 828.07 (8" PVC) Size FR()h4 T4 L Db \. SL( --)PE R NT 1=1 V . tN1,11�T E:1Z'V. SS #G i ti 1 !ir j ! > t iP _XJ N IIY FX)WN TC = 842.05 m Fil N INV. = 2' S Q 604 603 272 15 0.85 84025 839.95 836.75 834.44 3' Dia 603 602 308 18 0.80 839.95 837.10 834.24 831.78 2' SQ 606 605 266 18 0.50 840.25 840.35 836.40 835.07 3' Dia 605 602 167 18 1.00 840.35 837.10 835.07 833.40 Q 0.00 5' Dia 602 601 38 30 - --------- 0.40 --- - - - .. 837.10 830.78 830.62 5' Dia 613 612 30 27 0.50 838.50 837.05 832.50 832.35 5' Dia 612 611 26 27 0.50 837.05 832.35 832.22 2' SQ 622 621 20 12 0.35 = 824.37 (10" PVC) 832.50 832.43 631 630 65 36 0.61 829.40 829.00 632 630 70 15 1.00 831.70 831.00 633 630 34 12 1.00 831.34 831.00 � Tye try 2" WATER LINE SI- I0'v'1N MER LAN NOT I„I `,RKED IN FIELD !F SS #A PROJECT NO.: 06/30/05 SS #F DRAWN BY: TC = 841.44 RDR ALF TC = 842.64 o NE INV. = 826.24 (8" PVC) N INV. = 834.69 (8" PVC) SE INV. = 828.07 (8" PVC) S INV. = 834.82 (8" PVC) SW INV. = 826.29 (8" PVC) SS #G SS #B TC = 842.76 TC = 842.05 m Fil N INV. = 835.96 (8" PVC) NW INV. = 828.44 (8" PVC) W INV. = 836.06 (6" PVC) S INV. = 829.45 (8" PVC) . SS #c j 3 I i ?nl i r_ 1 TC = 841.97 o o w jP; NW INV. = 825.57 (8" PVC) ' SE INV. = 825.32 (8" PVC) SW INV. = 825.46 (8" PVC) TC 3 . 1 co Q t}'1 rn w W L1 i Cd Cd w o r _ TC = 841.15 NW INV. = 824.45 (10" PVC) LAT. INV. = 825.95 (8" PVC) I` -`AC' SE INV. = 824.37 (10" PVC) V. 1JT=HT7f 114(aT= 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (317)776 -5534. 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR ✓ ' %��'``�'�`< .\ /'%'' ,�! -'' � \. `ti .�` �� • � WORKER A j 9. THERE ARE NO DRINKING WA ER WELLS WITHIN A 100 RADIUS ST #E °``A� �`\ �1 "` ` OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. % f �/ o •i'" RAJ , t 1, ✓ a y4 . \ is ��, � `"', ,� w,. / \ [nj+ , ,I ��, \� TSV &BOX -_ _ S K r �. ; _ � t _� \.` •� °; - - ` ' `� _ (APPROXIMATE \ ,t`` i.fr //' �// j /i ; - f �) \ �\ I'�4.�iIVI I! �,_L _ '\ ' ` ` \ \` " . c,,.. `�� \ R•" ' �{y��, - _ s v j, LOCATION SHOWN, SEE NOTE #1) r Y r 6 SSA l If :y r \ �... \ � 1 .�I . :I_. mi_��i I 1_.R P. coo /: r . ! % r L• / % \ '.'. \<. ..'4, tea, 4.. ,. \` -_` `r d '` _ _ .._ S I I . I I 1 i 1 1l I J R r D I N _ _ DRIVEL^.. - \ ? !A - r ♦ ter. - ----_- ----- - -__ -._ _. _ \ \ �• �,� - _ _ r �" • „�ryIM111 -I IT F Y I ALA u 4 I ,, � ,• - .44 .� .. r ,,; _ -�..; - END SIDEWALK - CAR TlON o � r : U 1 4 v / /� .s / r ' - �\ °gib :°+,. '1' -�� ,, _: MEL SIRE in I «iF.J,.L QUO, JI iL 1r I %..1a _ _ CARMEL DRIVE ==�.� ' ti i 338.19 �70 R W LANE ASPHALT' i - -------- ' �r�� --�_ Q4-i: � e } SIGN LOCATION - ` �: - - 87 END SIDEWALK /,-~ 20' U.E. �1• I r ':. �\ L. E r `J "`247" RICIP �-Je0"° A � �'- +'r""`r // � t �` �-� � e. �y �`_^ -� __•-- orQ ===_" -- �- �-� °o° _ '' =�'.z '. .� -- -- � --- `000 -= �e>� -- �� /'✓�' �. "1_�I �f kK SIGN ` �` �42r^ RCP . ° ° \ �1 GAS LINE PER PLAh1 LOCATI 3v Cl�'if' NOT Iv1ARKED IN FIELD REGULATED 2" GAS LINE PER PLAIT 1 DRAIN EASI�E X13 � 612 NOT MARKED IN FIELD 611 r Lij o G R Ai i�d AC E CASE. CI I T --- - --,._ 1 (LAKE) 1 540 8" PVC CL150 WATER \ FIRE HYDRANT SERVICE \ � ASSEMBLY 8"X6" TEE Y- 01 I 60 LF 10" PVC ROOF W W W W ., / O Lo DRAIN @ 1.0%' `C' / 17 co " 1 40 6" PVC CL150 z 605 ' `' •:. `::,15 4 SSD -� WATER SERVICE SS #F � .'` '( •) ` o r � O 602 1 �v PIV ®• /c' Q ` T I I II 117�� z�3 �. /"C, rAS LINE PER DI AM / DISCLAIMER FOR THE USE OF DKITAL FMS THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. 50 0 25 50 100 GRAPHIC SCALE 1 " =50' ASSUMED NORTH SCALE. 1 50 HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE 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. THRUST S - ®- a - - - - -6 Existing Sanitary Sewer a• wATERLIrE� ® W Existing Storm Sewer -- \a• WATERLINE DUAL WATER METERS SERVICE TEE LINE � INDOPITS w FOR - - New Storm Sewer DOME nC VALVE PIV�3 New Sanitary Sewer (Laterals are shown for reference only) TEE I ° C.O. Sanitary Sewer clean -out VWATER3INE\ ------ - - - - -- Subsurface Drain (ssD) SERVICE LINE 3 o0o Storm Structure Number 00o Sanitary Structure Number Utility & Drainage Esmt. Building Setback Line r ----� - - Existin 9 Water Main WATER SERVICE CONNECTION DETAIL CORE MANHOLE AND CONNECT LATERAL. SEE NOTE #1. (SEE DETAIL 15/C804) SS #G P.O.R. PARCEL I & EXCEPTION PARCEL ST #H 401.50' 1 � , },r4 � a i 1 I I . '- 155 LF 6" PV SANIT 1% MN. ® %o I CTRI " -L 5 PLAN N A DOMESTIC WATER METER PIT c SEE LUMBING PLAN /ELECTRICAL alb PLAN FOR EXACT LOCATIONS, INVER S, AND SIZES OF UTILITIES •.: glz AT T E BUILDING. A o 0 . v CARMEL MEDICAL OFFICE BUILDING I (2-STORY) 50,000 SO. . F.F.E. = 843.65 ' -INV = 37.3± '. 4 '• NOTE: EA`j_ 1FN CARMEL S PG. C5 -71 15' 4" SSD R (TYP.) , 1D - - ._ s ll NOT I,ti"ARKED lip! FIELD LL EXISTING DETENTION POND NORMAL POOL = 830.00 Ld MAX 100YR ELEV = 836.00 0 CIO / O (POND INFORMATION PROVIDED HEREON o BASED ON PLAN ENTITLED SITE 12 o RCP cq; DEVELOPMENT PLAN PREPARED BY - -- Y PAUL I. CRIPE, INC. DATED JAN. 2, 1986) y Q O 1- J Q O w Li.t ;0. H J C14 R R. SEE PLUMBING PLAN FOR SIZES r, E- CONSTI1 65 LF i ° °36" POND I�FALL PI E j ® 0.6% ELECTRIC LINE SHOWN PER PLAN NOT MARKED IN FIELD 621 631 BACKFILL DEP I� ' $ 633 C CONS I UCT 9'x9' SQ MANHOLE RESS ON/A6 _ P 885 53 3C C URICO�r �-- J E EXTEND EXISTING 48" RCD •/- vv�,/' ��-/^, �v-\r^, r�.^/- v',, ,''�, ^J- �/- ��. "��:- \�, ^.:"`✓'�. ^vim. t'..'..rr\•�V \.�-.:` :.-./ : - - -- -- - - - - -- �/ � �i��,r�,._v ��i! ?;4.. --Y- �.r -- - \L \L -_�!._ 1 "� ��i ✓ LV��LL_ l`lr- _lY: ",1/C ,! .� 1 HHUHUSED MANHOLE TC = 37.50 INV NE = 831.00 INV NA = 829.00 INV S 831.00 INV W 829.90± E INV SE = 828.13± (M.E. 87" INVERT) ` (37' CN'il? W W_ New Water Main Existing Hydrant Fire Y New Fire Hydrant Y= Existing Water Valve New Water Valve Existing Fiberoptic Line G Existing Gas Main E --- Existing Electric Line -�--- T Existing Telephone Line -- G New Gas Main E New Electric Line T New Telephone Line Existing Utility Pole -�-.� Existing Trees lI�J�I�Il1l�lfrl■�1��)1�Ifil � n t � " Gas Indiana Gas Company 15900 Allisonville Road Noblesville, Indiana 46060 (317)776 -5534 (Don Purdue) Water Carmel Utility Department One Civic Square Carmel, Indiana 46032 (317) 571 -2442 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 - 382 -5544 Cable Television Time Warner Cable 516 E. Carmel Drive Carmel, Indiana 46032 (317)848 -4726 (Jason Kirkman) Electric Cinergy (PSI) 1441 S. Gilford Carmel, Indiana 46032 (317)581 -3027 (Mariea Coonce) Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Carmel, Indiana 46032 (317) 844 -9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Streets City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Utility Hotline: within Indiana 1 -800- 382 -5544 Note: The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual. inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. vi Z �n LN.J T f D0s . �...�G1STE f�''� � No. PE19500260 STATE OF DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering F-4 PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: o PLAN DRAWING FILES: S: \1211 \023 \dwgs \C103.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg XREF: S:\ 1211 \016 \dwgs \12110161- COPY.dwg CQ XREF: S: \1 211 \023\dwgs\O23bs.dwg XREF: S: \1211 \016 \dwgs \From Wool p ert\wool p ert-r( XREF: F: \TSC -LDT4 \Blocks \Seal- RD.dwg SHEET NO.: Cn(03 m Fil o R' co w W c o .4 . F---i 1 Q o o w Cd U N w co Q � rn w W Cd Cd w o 0 ca DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: S: \1211 \023 \dwgs \C103.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg XREF: S:\ 1211 \016 \dwgs \12110161- COPY.dwg XREF: S: \1211 \023 \dwgs \TitIe1.dwg XREF: S: \1 211 \023\dwgs\O23bs.dwg XREF: S: \1211 \016 \dwgs \From Wool p ert\wool p ert-r( XREF: F: \TSC -LDT4 \Blocks \Seal- RD.dwg SHEET NO.: Cn(03 C RSON s RESPONSIBLE FOR INSTALLATION AND MAIN*n SEDIMENT CONTROL PRACTICES CONTACT: BbFalk D JKE Development 6 0 East 96th Street, Suite 100 In ionapolis, IN 46240 13 7- 808.6000 y,'y :?? r 11�,�; ;s �, Jr,,, I I- yr"r, F `� ': ' ,� ; , , ., y d` 1. {�' »: ' / `� s 0' r IK " \ z f / ` \ , � l O a, {i \J • l ;f s J. .- J �4 \ \ \ "7 t ! ' /r1 i \ \` j -% /irj \Y' tr . /� .C.;` �ic /i�'`t' <-, /\ G\ , N fir \/ ry �'}t F;,.• \` , , I t yy !' if \/' / \ r - \J @ ,) :� o x '- /F. �/ \_ 'e`\`a \fir 5• \0,�' -�.,, e- °a 41 ,P %r,�ic�` %� {�r I'�:�'�1 r,+\� /'`%% % .% 4�} ,/�' `ti's �r.,'`:�d' \ \/'�, �'�4'•s�'°" / \ N i/ 1 12" WATER LINE PLAN NOT IvIARI ,,,,r°° s-- d� �� g �9 , '� . f' _�-� X51 �' ;.. - . 1 1 _ � �� i, .�- 1\\�)_, j i ^ t` , M , , - � "* - - <�. �-, ,,-�. � ��-�, ��,� , t O "'•yam \•a`y� �i `'.- -�, c t\ 'S", , \ �' ::�� ,y,� 4 �. �4.� "�s4` -L. C• \`, "„+may "Q� (�\J. '`��o� „°,.F (�. iLl I -, I __ Q. - I - :� !. /� , -. s, ��i"Z-_,,�, C \ - • \ - 3 °fir. ) `,, 1.,•.,, �� cj, � r p.,� C `°� . O � •.`\ - -- P'`''LC; .. - Z•. r. '-, C-\ v 1 sA v •':*-,, 1 _:•ti w'' 't'.+v -wx` \\ '-,. �- •�i"�'`�°••mr.'n"�.. ';�e� '�. 'v ,M V IL ., 1 F 1, -'w� e ! .� `. \.\ \ �'�t - �; -�__�• •w". -,a ...y,. -='JHL .. . / ,._ . _ ; . y� F, "+r r J'. / ' / ✓/ ,J.. �., \ % `s`` '�a," ,'`�.� x, r C,xuC 4s`1 ^� '"`. "-`_w. ,�C SHOWN PER _ \ i x i , �r;. \ \ .,� ,.z;;_ n.� !�, -, `�_ ^. -- _ q.� -- " :.. J ... i' }... r r \ED 1N FIELD J ,� �_., , X ,,.� ; . ', y�, = - __� �. `\.; ./' / ?k° / >1 / /. % ' .- lly- -,--� \\ el`: - \ •"Oy. =-:.`, ,-• x �3 -.,, ~ % ;ti ---.. -4� - (}, � ,� •R.» r\ / / �, /, 1 / ':,• I" • \. ti'- ,f i' %% o'v j �� :` _ - "� \ , _ o:,, via..; �� _ .�J,�.•\ /� -.+s , C - ,. - "v (� _ ':` I �j, kl r % "e f,: %,,, .�X C} :�, .�` rr'_ =� \ `\, J " rt r :' /`v _ \le `-'1 t v "_ K- (- "` � _"ti p __ - J ^. ` ` R' v '/• .r- s��:..F . S= i /rr/ 7 / . M' \ /; (l 1 1. ' ,° a:. - `: �• -� I \ �y,,! n Yom' /\ �iJ `� �/ a;k '. \. �_\ r r:r. \ •� Vii' %� f,_ /. - V Cam, iJ �- ,•'-.. r`a Y: c .;z.ti -'.`.: �/��- ---- - -..-� U `�� r -� - .:. ,: - v J .. / x q!� �._ .- 'cr /r/ b \. G •. / - _ �,_, , � ttrE r J __. � WI �. ,. _ �0 J r'. .r`' •, ^O - = ;...� , _ . % x cs• -� - ND S A{>.i -�_ _ \�_ JAM .t � rs' _ / „h �[ / \ z J _ w y__ ice, j ' -y' ./ �_� .� --f' .. / / /` \ / \ J x `V . -..,_. 'Y� ._ '..... 1 \ `�_ \ • \l .- I i is ; ,=�.rr \� i'- / ` ��i by �_�;� - �;;•. �s*- --<.• - -��___ 'o . ,�.�- -- -Q- r I ",. ,.' / (��_r1-�9�� / „�. Fxr- , , -i' :K J S- .'.4' s,.; f r , ' - , J 7 ._ -_ -_ \ \ t r1 � ` • _ V` -r _` :: ��r � s - �_ � � -�--ai - �' ✓ I - j a �` ,.. ter/ r x; ``y\`Q :� / �%..1� i ?. ..- I ✓ , C�l�'l x - - __-� -- i x Ci \••_�,� _�` �`^- �1...w� - � J { J , o - - I �� x _ __ \V ti , \1.e- - , � SIGN 00N ryL ��' x �� \ yy �� ^ �7 .. 47. :• \1 X , ` \ \ i x x L x _• :...: ,� �O / / L \. \ x � .z �' Dt x O - C' \ r �� t �D co 4� ARK SIGNI �� °"' ''f /f/ ` \ I \o of �l o`� x� 4" GAS _INE PEA PLAN ~' All .3 I f >x ...... x `� ---�� mac; NOT MAR \ ED IN F LD � � \/\� ( X x '/2" GAS LINE PER PLAP! o x I ' �}'` ;. .:.:.. x 16 ° \ \ ...... 0 /�_ :l \ x x -- j ---- -• x •.� :... y� x qQ, `�o ��o NOT MARKED IN FIELD �� -� g (o • ��.. �� \ x f� ___ x ... •• \ ��x I1�� x I xC �L \ R� LIMITS 01 CONSTRUCTION � x � X /' o I ............. `� �\ r \ I �v ci, I ° � o \ 1 I x '"� �R, �\ x ILT FENCE ( .) \ �1ti- r�� Cb ��. 1 4 lb .. ...... I ....... � X - \ �x ' �d`I' � ........... ': ' c �P AAAAAA Y TOPSOIL STOCKPILE `��'' , CON ETE WASHOU T FENCE TYP. x ,° .. .... �, � SL ( ) �� x o 1 ...�.�� _.._ \ '�' `b /� / x ' J • l` • K• •r <•. '::. L •. \ `�: /' ....... ........ . .'c . - .5' _ -- . . -- . . C _) �_ 11 \� ` X/ // X V`n� - .! • :• i• • • , ' 1 r,�`� \ Ooh / r �y '' '`•`� ^�) I D: ,.y. x :. ::. o �, �, :,,. ..:•. •.x: •::•:: 'oe I �. :�'. \ ';'. :n,. V\ x x \ r �7 . 11 \ +� ' . '-- 1. ff 41 \ ..., �� y l l� .•K. ..1 • •..•... .. .. /\% ,,, :: I � rA". x �� : : :.::'•. :. o - - • «..:� ('�,,.. C}�� '.�.C'.:.: 79'14: x \ '.:�•l.'.: .. ' Y' g �o \' :.. .7 . \ \ O I x <rJ x ' U O c , - - -� ___ %' \. � -Ur _o ��1� - / _ Cb ICI x nLp� ; �� • r� x x I�D x `i� �� I ; Y 1,1 x Y C EL AL CE BUILDING n� r.` �' ,. 1. D I I _ e 50,000 SQ. x :. �`� � `� X �o` _ I �:� - F.F.E = W. �� ... �V_ x x (_ 1 � fix' x �� I , i x x �% x %,:, r ff - - - - / -r, t r C6 � �/ � \O // :. '. :'.: ��':'...: O 0.t k\ Cy0 ,� x x ' �) 0.V / /1\ \�- i.�'.�l �i�.: � V r� :.1:::.7.%1.1.1.1:::.1 I I I / k' \ ti O m. x x % __ m. �.� ;�_:. ;. x x %« T.... x x ,�''� -� 11 i 1 �1 ::::: of .. . ^ ........... I I& dd! ..• PARCEL i-.: ��,f P.O.B . PA ... ti % a o`L I1 :::.; .11 ,� . . I .. E.I. EXCEPTION PARCEL, �-- ", ,-,:::::::::::::::::::::L1�� I* �. x 7. .+. H 1 �O a J. . • <. , 11 J� 'Y: 4 �: •'r s. .r 'f•. 1. •X /X\ J x / TRIG LINE SHO '!N PE /'� `�'� r rti 1 �„ , . � I _ x / � l c, ( ,.! � �� x / °' ,rte"`' 1�yl I ` � I - � „�`ti ,`l� % PL N NOT ,\n RK\ r< - �i' .D / �-- .x .. .�, �J__ .R . y: -. . ^C,�rjJ x \r,. '> c �. �. C) .�., .._.. _x . . : rte,.. L : .' • �` �' x-- I , �� 1L�� ..� - - '\ _ - '7.......... 'm-+: .' -- __- • ` :...Z y.._..�•.v';-% �, : ' , e.� . : -�%' :1' \ . -....x _ ,DOD ' /�� - �- _ D 6 1 - - . i�,..�- .rm -�: * • • 4 _ 'x ' - '� - - -,.,1� "' - S.i fr• , - v _q ,. ;C.. --- - , x x� �� " o \� �� '_ �� - - _ � 4 .0- �, ,`r v r� x Q ��. �Y-�r? oC+ e ��J- / npN v ",_",_,/_\ �" ^h �� ,,/,r, \I �"T V R `lJ V - Lary - \ /_'� -- / - - - ��-.r- *' - \F- -- \/1 \/`L /�^� -_^ ^_1\ \. ;\ -° „y ...._..s.••,.�..�••�. ` / .•�/\-- /\,�\J \�-� �.� `'\- > '�.. -s."� -rte° 401.50' �� ( _,Z - , I . . '_1 Ps - ., ti ,� \ ^may '`M` _ \ �� - -'��, - •�•- _ ^ o� -� - -�'��_ �0` � �� - - --UQ _- , x \ % x _ -- -�L,� -x x ` 4' a `_ �� V J iLeIE(aiall�___1 -------- ................ ............... ................ ............... PERMANENT SEEDING IllSOD OR EROSION CONTROL BLANKET M< I TEMPORARY CONSTRUCTION ENTRANCE Alomilh 0 INLET PROTECTION SEE SHEET IQZJ C801 FOR DETAILS SILT FENCE SEE SHEET C801 FOR DETAILS - - - - - - - LIMITS OF CONSTRUCTION V INLET PROTECTION SEE SHEET C801 FOR DETAILS A 4�� INLET PROTECTION SEE SHEET C801 FOR DETAILS '1 � N -,I 1: ,'FI /��1 I,I Lf I l_ A DISCLAIMER FOR THE USE OF DKVTAL FILES ES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S LECTRONIC FILES. By accepting del very of this Digital File, the receiver agrees to indemnify and hold hormle s The Schneider Corporation, their clients, officers, agents, and employees fi`om and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of tee information contained within without the express written permission from The Schneider Corporation. The receiver furt, er understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and there re the information contained within is not warranted in any way. i 50 I 0 25 50 100 _ .___.. -_ ___ ____. __ __ - -- _. -- - - -- -- -... ._ - - - -. 7'• - Irm �NST t - L�?ON EL ^_7Ta'E p 4, :, 0 ECT. - ` 1. . \ 1r \q -. v �_ i i J /. ` LANE ASP '� -EIy�J ` - -- - - .s -y.... -- R..- 3 _!�.._.J -- - / o ENS D SIDq, J . � -�' --- - -`-r' � - -r3 ., x �- TEMPORARY�,a c CONSTRUCIM ENTRANCE �J C,c9 Ct, v \ j ., I� e 1, t i:ia1 -I I i ,' "may,. 4'V E L DRIVE .. C AR M , 338.19 _ _ _I 7 (Y R W 1 j 1 if - ----- - - - - -- ____- - -_ -- -• 1-------- -. ---- - - -- - --• -- - -- ---'- .._- _- ---- -� - - - - - - - -- _- _ �: -- - --- == - - -- - .. �11) , El i ' \ ip Zvi �:: ,\ , J n V< J }✓ 6Y.... p� d•.�.a,- .,,,.. .."�_��. -- ""- r -\ - - -..,, .�......_. _may,.... - i_.,�,�,..•�-,-�--s...,•+,..__ :_,.,. � ^� \� \ \\ ,, -er �J GRAPHIC SCALE 1 " =50' NOTE: SE LANDSCAPE PLAN FOR PE MANENT SEEDING AREAS. .. i i i ... ., 1•-- ^'°°"""..=.- }6YR::y.`.-^^,_ '�� _ n X .4.._..�....�o�;y-?t;.,_- ..,.,- - .....�.Q' y�. t'R`�•.,,. ""o \ I 1 x / `\ - SILT FENCE (TYP.) h ,�� Cb V X I - 1 f J L � A_ j,1�'SaA�� •J� -P • as a ��OAV �• . iv a`. 0 <,-nI .) %JQ ,C?L�!� �\� \ r{ ,, '" x 5 EnSE of WATER' i. ,l � `` IV ARCH 10, %00 : C�� V'' �. I �1 E� I 11, w � I" F,�` �A ;!� x 1 <I- �- -) W O I�j�\ x c M % I ,i y IT F CONSTRUCTION LIM S 0 POND ,� ONL C, y V . ^ fx� / /v^l� -) Y J I. x I a r- �� to 1 / \\ �1 I - O ' 4� ' 1. \ X�, 1,` 4�' GAS LIME PER PLAN r \ 1` NOT MARK IN rIEI -D 1, _V \ y clp� f:4 ti \\ \ -) EXISTING DETENTION POND /� a J ` \ D l\ \ NORMAL POOL = 830.00 " Q = LLJ ;. \ \ , �`\ \ D._) MAX 100YR ELEV = 836.00 �� (D r ��J . O Q I 11 e �� x \ �\ ,� \ \% (POND INFORMATION PROVIDED HEREON ! r- z \ �' BASED ON PLAN ENTITLED SITE , o , � J I \,_�� ^� 12 °0° RCP �.. �. F--I '' ,'� F LOPMENT PLAN PREPARED BY a+-- r \ ` D _VE cal n f � t I a \ \ .b1/ / �'� \% PAUL I. CRIPE, INC. DATED JAN. �; " , � �- ^.\`6 \\ \ f , 2, 1986) x 6 /��> x \\ % 1 --� X \ , If /, J -, �`'v Is \• \ \ lJ� , .i� l y� ^'l% �' J J If ! n ,� ,-T. ,� \ � ` \ 1, i, 1 N ELECTRIC LINE SHOWN PER , /�/ ,J h• �7 _'N , , \ ` -'<'a_ �`� I,),- ,\ .; u; i ay - PLAN NOT MARKED IN FIELD __ - -C), Y' \� \ \• �,, �, L i ' J \ x ^\, '30V \ �-1 \• V`'�\ ��.� -�-_.� -•I _.'r: y-'' •r1�:.':: � 'y r. 1aC J�' V0 ,/ Y - if , _ _ .... 'I- s •a - - - '.•1...... . ". ' : n.. ' ~ . �.`�u'. --`- -� l�•• / YS _ •.Y `�'' \._ - .-r .- .- .T:+� -:.. f..r':. _ �.rt :.:I.• ':'ksr -s.,�: • ^1:. .t b D- �---. - - - - _ .may. h a' / " o' `�, x +' \' J \ 4• sa _� _ - - ' r` fi + "- gp E ..�. . .4�� _ : L ' : •�• -- ._ - _% SIL FENCE __ x _- �-^-- �_-_ -.) x '. '`� r .� \ \ 10 f -- - _cam __._-.- I \C cb , _),�,,�, �,�� , �(_ -� I x I C�� /� O� CJ ,�3- rD - 1 J� x J �I , . I x x `,b X � J 1 \0 % ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 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. II 1201 I. - - I'I DEVELOPMENT NOTES 1. The Contractor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor shall install and maintain a stable construction site access. 3. Contractor shall install and maintain perimeter soil erosion fence and sediment control measures prior to land disturbance. 4. Conti-actor shall be responsible for minimizing sediment discharge and tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 5. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 6 Adjacent lot s d i stu r bed by contractor mu st be repoired and stabilized with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan shall serve as a guideline for storm water quality. Additional requirements may be made in the field if provisions shown prove inadequate in preventing soil erosion and /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre- construction through post- construction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutants to contaminate surface or ground water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the State of Indiana laws governing reporting, containment, and response to spills of hazardous and /or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleaning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run -off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Public or private roadways shall be kept cleared of accumulated sediment that is a result of run -off or tracking. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all applicable statues and regulations. 7. Land alterations which strip the land of vegetation, including regrading, shall be done in a way that will minimize erosion. Whenever feasible, natural vegetation shall be retained and protected. 8. As grading is done, install silt traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger projects, this seeding should be completed in phases as the different areas of the site are completed. 10. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. hed. 11. Permanent and final vegetation or structural erosion control devices shall be installed as soon as practical under the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is constructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (70 %) shall be re- stabilized using appropriate methods to minimize the erosion potential. 15. FinGI stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 16. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 17. Silt fence is required around all soil stockpiles. 18. If wells or septic systems are found on site, abandon according to local, county, and state regulations. 19. During the period of construction activities, all storm water quality measures necessary to meet the requirements of this rule shall be maintained in working. order. 20. A trained individual (as demonstrated by certification or experience) h r b the end of the shall perform a written evaluation of the project site y e e next business day following each measurable storm event, but not less than once a week. 21. The written evaluation reports must address maintenance of storm water quality measures P roblems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. - WARNING- THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVEN110N PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEET C102 & C103 .s SEE SHEET C801 -C802 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS & NOTES 0 LLJ 1112-- \\``\\� �� C 11 p I I J ,1 ! 1 1 1 1 ,, ,,, i `R f iii �o °s'' / /,' o- ��srE . RF �� O' =* No. *= PE19500260 STATE OF :-•Q 1. 1,5- �0 e- �NDI ANP ,�� %.SS70NAL /11//11Il111III11i ill 1 �\\ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. C Q COPYRIGHTED BY THE S CHNEIDER CORP. 2005 ( ) Schne'ilder THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \From Wool p ert\wool p ert-r( XREF: F:\TSC-LDT4\BIocks\SeoI-RD.dwg SHEET NO.: (CnG4. C o CQ �:%_" `7 co d- >---i C 23 ~� I~ O li._4 a •4 O ~ �:D � 0 0 Pq �� P=4 r w cd co " O a) =- • C r_:1 G Q) i11 II Q o w p a' � �-4 Q a Cn V 0, W ,, r� F� -+---i F_ +� W c_.:) Q M Ici I..) CO P4 w ct CCS w O 0 XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \From Wool p ert\wool p ert-r( XREF: F:\TSC-LDT4\BIocks\SeoI-RD.dwg SHEET NO.: (CnG4. C Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features thct adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" / i / /'. 1 C rA I ° ° -1 �l ° Br o TE do do •o O o °0 o °0 o ° PUBLIC ROAD .0'0., 0 ° °'0 hh ---- 0 ° • 0 °0 ao °0 oo °0 oo °0 50' (MIN) 1[�A� O \ •0-0.0-0'000 •000.0° • , ° o ° - ° o ° - ° 0 0 - ° o ° . ° 0 0 • ° o 0 a 0• 0 0 0 - 0° 0 - 0 0 0 - 0 0 0 0° 0 0° �. .-�. °0°. °°i • ' Dc 'o o . , °o .O. ° o °'° O ° °O.00 °0OO °.O0O : n0 0° 00 ° 0 OO O °0 o0 ° 0 ° 0° °G o OOO 0 0 0. 0 O O ° 0 P ° i . 0a o 0 0 °O 00, 00 000 oo 0.0 °° . O ° o Oo o 0 0 O O ..0.. .0.. ° • 0 0 0 0 o ° o °o., ° 0 00 °0 0 e0 . 00-01.0-0,0.0* ° 0 ° 0 o 0 o .00.00 •00 .00. °00O 00ve .0.°°0.000. Goo . 000° 0 0 ° 0 00 ° • 0 00 • ° ° • ° ° � OD .o 0 ° 0 0.0 ° 0 0 0. 0° 0. 0° 0 0 0 0 0 0 0. 0 0 0 0 0 m B2 m B2 S h °0e, 0 °0.0 °0 000.000.000. , 00.00 °O O . 0 °0 . o °O . 0 °0 . ° ° °., o °,O 00 - 0'o - 0do - 0*0 - 0° , 0° ,0 0 °o . 0 °0 . 0 00 • 0 °o 0 ° 6" (MIN) °°•° °°°•°°°•°°°• °° 0., 0 00 o °0 • O 0000 .0 ° 20' (MIN) 2 " -3" COARSE ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE S I L S M A FOUNDA11ON (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NO TO SCALE TEMPORARY CONSTRUCTION ENTRANCE DETAIL 12" MIN GROUND SUR ACE 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n.t.s.) Profile (n.t.s.) flow -straw bale - stake (typ) straw bale "Zi; %// -3 " -6 "u n dertoe SEDIMENT FILTER DETAIL 3 I� 111 -6" MIN. TURN DOWN u• III EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL - EXISTING GRADE EROSION CONTROL MATTING DETAIL SILT FENCE X x � t 10, TYPICAL TYPICAL TOPSOIL STOCKPILE �uu 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH Ur MUW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN "C" 4:1 3:1 2.1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C' SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. v7 / COMPACTED EMBANKMENT MATERIAL TYP. PREPARATION OF THE SEED BED, ROLL BLANKETS 15'x15' MIN OR ULD NOT BE AS REQUIRED TO CONTAIN STRETCHED BUT WASTE CONCRETE 1 C rA I ° ° -1 �l ° Br o TE do do •o O o °0 o °0 o ° PUBLIC ROAD .0'0., 0 ° °'0 hh ---- 0 ° • 0 °0 ao °0 oo °0 oo °0 50' (MIN) 1[�A� O \ •0-0.0-0'000 •000.0° • , ° o ° - ° o ° - ° 0 0 - ° o ° . ° 0 0 • ° o 0 a 0• 0 0 0 - 0° 0 - 0 0 0 - 0 0 0 0° 0 0° �. .-�. °0°. °°i • ' Dc 'o o . , °o .O. ° o °'° O ° °O.00 °0OO °.O0O : n0 0° 00 ° 0 OO O °0 o0 ° 0 ° 0° °G o OOO 0 0 0. 0 O O ° 0 P ° i . 0a o 0 0 °O 00, 00 000 oo 0.0 °° . O ° o Oo o 0 0 O O ..0.. .0.. ° • 0 0 0 0 o ° o °o., ° 0 00 °0 0 e0 . 00-01.0-0,0.0* ° 0 ° 0 o 0 o .00.00 •00 .00. °00O 00ve .0.°°0.000. Goo . 000° 0 0 ° 0 00 ° • 0 00 • ° ° • ° ° � OD .o 0 ° 0 0.0 ° 0 0 0. 0° 0. 0° 0 0 0 0 0 0 0. 0 0 0 0 0 m B2 m B2 S h °0e, 0 °0.0 °0 000.000.000. , 00.00 °O O . 0 °0 . o °O . 0 °0 . ° ° °., o °,O 00 - 0'o - 0do - 0*0 - 0° , 0° ,0 0 °o . 0 °0 . 0 00 • 0 °o 0 ° 6" (MIN) °°•° °°°•°°°•°°°• °° 0., 0 00 o °0 • O 0000 .0 ° 20' (MIN) 2 " -3" COARSE ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE S I L S M A FOUNDA11ON (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NO TO SCALE TEMPORARY CONSTRUCTION ENTRANCE DETAIL 12" MIN GROUND SUR ACE 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n.t.s.) Profile (n.t.s.) flow -straw bale - stake (typ) straw bale "Zi; %// -3 " -6 "u n dertoe SEDIMENT FILTER DETAIL 3 I� 111 -6" MIN. TURN DOWN u• III EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL - EXISTING GRADE EROSION CONTROL MATTING DETAIL SILT FENCE X x � t 10, TYPICAL TYPICAL TOPSOIL STOCKPILE �uu 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH Ur MUW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN "C" 4:1 3:1 2.1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C' SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE PATH STAPLES 6' APART ON THE END OF THE BLANKET. MWITIA � 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A "SHINGLE EFFECT'. v7 / Irrigation needed during this period. To control PREPARATION OF THE SEED BED, ROLL BLANKETS THE BLANKET SH ULD NOT BE OUT IN DIRECTION STRETCHED BUT kLLOWED 70 LAY OF WATER FLOW. LOOSELY ON THE SOIL SURFACE TO ** ACHIEVE MAXIMU BLANKET TO SOIL be CONTACT. ESTABLISHMENT OF VEGATATIVE GROUND COVER. PRIOR 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE PATH STAPLES 6' APART ON THE END OF THE BLANKET. MWITIA � 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A "SHINGLE EFFECT'. 5 IN HIGH VELOCITY CHANNEL APPUCATIONS,.� - CHECK SLOTS SH ULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DIEP MATH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. EROSION BLANKET INSTALLATION Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /1000 well -- sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB 1 CROSSBARS / �\ /-BEEHIVE AGE DRAIN COVER 24" W W LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS 6" BELOW FINISHED GRADE ` N OTE: W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET P - SILT FENCE Temporary Seeding and Stablization Dates Wheat or Rye Oats Annual Ryegrass Permanent Seeding Do Non - Irrigated* Irrigated Dormant Seeding ** 6 Irrigation needed during this period. To control PREPARATION OF THE SEED BED, ` a :... tl'.•.•�i.:. cam.•.• •.... . •.v.•,• ::.•,•�•,,. 7,: _ ROLL BLANKETS f OUT IN DIRECTION ✓/ OF WATER FLOW. \ 1 INCLUDING APPLICATION OF LIME, U AND SEED SHOULD BE CONDUCTECTE D AS NORMAL PRIOR TO CON INSTALLATION OF BLANKET. 5 IN HIGH VELOCITY CHANNEL APPUCATIONS,.� - CHECK SLOTS SH ULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DIEP MATH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. EROSION BLANKET INSTALLATION Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /1000 well -- sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB 1 CROSSBARS / �\ /-BEEHIVE AGE DRAIN COVER 24" W W LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS 6" BELOW FINISHED GRADE ` N OTE: W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET P - SILT FENCE Temporary Seeding and Stablization Dates Wheat or Rye Oats Annual Ryegrass Permanent Seeding Do Non - Irrigated* Irrigated Dormant Seeding ** * Not necessary where mulch is applied. PAVEMENT k RUN OFF - 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) PAVEMENT HOLEY MOLEY SAYS "DON'T DIG BLIND 77 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 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. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. PAVEMENT k� All silt fence shall be prefabricated by the supplier. No field assembly RUN OFF will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grob Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 PAVEMENT Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. O. S .......................................... ............................... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 PAVED AREA INLET SEDIMENT BARRIER NO SCALE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES GRADE GRADE (NEW OR EXISTMG) (NEW 3.25' I 3.25' OR EXISTING) I SOpE SL Op" i - I �S- -75 EROSION CONTROL SEEDEDAND BLANKET AS MANU. BY STRAW MULCHED ~ - Iy I I NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE Irrigation needed during this period. To control 1211.023 DRAWN BY: erosion at times other than in the shaded areas, AF RDR use mulch. * Late summer seeding dates may be extended 5 days STONE ENTRANCE if mulch is applied. ** Increase seeding application by 50%. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE WEEKLY AFTER STORM EVENTS AND ESTABLISHMENT OF VEGATATIVE GROUND COVER. PRIOR FIGURE 5 -3 - Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to WEEKLY, AFTER STORM EVENTS AND 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegross 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. PAVEMENT k RUN OFF - 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) PAVEMENT HOLEY MOLEY SAYS "DON'T DIG BLIND 77 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 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. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. PAVEMENT k� All silt fence shall be prefabricated by the supplier. No field assembly RUN OFF will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grob Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 PAVEMENT Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. O. S .......................................... ............................... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 PAVED AREA INLET SEDIMENT BARRIER NO SCALE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES GRADE GRADE (NEW OR EXISTMG) (NEW 3.25' I 3.25' OR EXISTING) I SOpE SL Op" i - I �S- -75 EROSION CONTROL SEEDEDAND BLANKET AS MANU. BY STRAW MULCHED ~ - Iy I I NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 1211.023 DRAWN BY: INSTALLATION SEQUENCE AF RDR SHEET TITLE: o d- ^� STONE ENTRANCE AS NEEDED XREF: S:\1211\023\dwgs\023bs.dwg PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING �:D TEMPORARY SEEDING WATER AS NEEDED Q.i AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED o AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS aD a.4 REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A Q AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Silt Fence Mat (--' -' Fence Post Fence Post Should be Buried 1' Below Ground Surface /-Stakes @ 5' O.C. Ground Surface , �,ICe Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL NTS C!) z 0 in LEI \\\\\\\\� aau�R ITruurON/. i NO. PE19500260 `. STATE OF ,111111gru1nu1111 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT 06/30/05 1211.023 DRAWN BY: � AF RDR SHEET TITLE: o d- ^� DRAWING FILES: S:\1211\023\dwgs\C801-C802.dwg XREF: S: \1211 \023 \dwgs \Title1.dwg XREF: S:\1211\023\dwgs\023bs.dwg XREF: S:\1211\016\dwgs\1211016t.dwg SHEET NO.: >~ 0 �:D Q.i ,--i O co o 0 .� rr� aD a.4 Q 4-) w w Id Cd w o 0 o DATE: PROJECT 06/30/05 1211.023 DRAWN BY: CHECKED BY: AF RDR SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: S:\1211\023\dwgs\C801-C802.dwg XREF: S: \1211 \023 \dwgs \Title1.dwg XREF: S:\1211\023\dwgs\023bs.dwg XREF: S:\1211\016\dwgs\1211016t.dwg SHEET NO.: STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 50,000 sf Medical Office Building on the SE corner of Carmel Drive and 122nd Street. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Topo /Boundary Survey Sheet B101. LATITUDE: 39'57'53° LONGITUDE: 86'08'35" A6 Location of all lots and proposed site improvements: See sheet C101 to C104. A7 14 Digit Hydrologic Unit Code: 05120201090040 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: All storm water from the developed site will enter the existing detention pond to the east, see Site Development Plan Sheet C101 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: (Insert Narrative), see Site Development Plan Sheet C101 for more detail. All Receiving Waters: WR Fertig Regulated Drain - Carmel Creek - White River Al2 Identification of potential discharges to groundwater: Temporary Lavatory Facility. A13 100 Year Floodplains, Floodways and Flood Fringes: None per FIRM Map #18057120209F Dated February 19, 2003. A14 Pre - Construction and Post Construction Peak Discharge: 10 year Post - Construction Peak Discharge = 32.3 CFS A15 Adjacent Land Use (See Stormwoter Pollution Prevention Plan Sheet C104 for more information): North: Carmel Drive South: Townhomes /Apartments East: Existing detention pond, Guilford Road West: Commercial, 122nd Street A16 Locations and approximate boundaries of all disturbed areas: See Sheet C104 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan Sheet C104. A18 Soils Map including descriptions and limitations: See sheet C801 for soils map, descriptions and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet C103 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Site Plan Sheet C101. A21 Locations of Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C104 for soil stockpile location(s). A22 Existing site topography. See Site Grading Plan Sheet C102 or Topographic Survey Sheet 8101 for existing site topography. A23 Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and drainage patterns. 81 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. 82 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the project site during construction protecting the adjoining properties and the (Insert name of receiving drain /stream /waters). (Insert brief narrative describing characteristics of existing conditions, i.e. "The majority of the existing watershed sheet drains into shallow concentrated flow prior to entering an existing culvert under Hazel Dell Road. The culvert conveys the water to the east into the Kirkendall Drain. ") PRECONSTRUCTION ACTIVITIES: (Insert Description of Preconstruction Activities See below for example) 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Maley ") at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. Contact Hamilton County Surveyors office 48 hours prior to start of work to schedule a pre- construction meeting. 3. Evaluate the site for vegetative areas to be saved. See Sheet C104. 4. An orange construction fence shall be constructed along the perimeter of the dripline of the tree preservation areas prior to any earth moving. 5. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography along the perimeters of the site. 6. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the project boundaries. 7. Maintain a 10' minimum grass filter strip along the south boundary. 7. A construction entrance shall be placed per the plan location. 8. Install protective devices along existing storm sewer inlets per locations shown on the Stormwater Pollution Prevention Plan Sheet C104. 9. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 10. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NOI and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. Strip topsoil and temporarily stockpile in location provided on the Stormwater Pollution Prevention Plan Sheet C104. 3 Perform rough grading. 4. After completion of rough grading, final grade and seed pond banks, landscape berms, common areas and swales immediately after grading is completed. 5. Upon completion of rough grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Install riprap upon completion of end section installation at system discharge. 6. Install rock dams in pond as indicated per plans and details. 7. Upon completion of sewer installation and inlet protection, proceed with street construction. 8. Liming of paved areas should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 9. Once pavement and curbs are in place, install curb inlet sediment barriers. 10. Once inlet protection is in place, final grade all areas and spread topsoil. Upon completion of all grading, verify depth of pond per plan requirement, dredge as needed. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheets C801 -CB02 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See stormwater Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. @5 Sediment control measures for concentrated flow areas: See Stormwoter Pollution Prevention Plan Sheet C104 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. H Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of inlet protection measures and Sheets C801- C802 construction details and specifications. 67 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C104 for locations of runoff control measures and Sheets C801 -C802 for constriction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of stormwater outlet control measures and Sheets C801 -C802 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of grade stabilization control measures and Sheets C801- C802 for construction details and specifications. Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C104 for locations of various stormwater quality measures and Sheets C801 -C802 for construction details and specifications. B11 Temporary surface stabilization methods appropriate for each season: See Stormwoter Pollution Prevention Plan Sheet C104 for locations of temporary surface stabilization measures and Sheets C801 -C802 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C104 for locations of permanent surface stabilization measures and Sheets C801- C802 for construction details and specifications. I� Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e,, countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Dischar e: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Rev ew and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material AND groundwater contamination. The facility does have city sanitary sewer and city water. Prediction of Potential Spills: 1. Nearest Navigable Water. Carmel Creek - White River 2. Drainage System: All storm drainage le ves the office site by storm sewer and is conveyed to on existing detention pond to the ast. The existing detention pond discharges to the SW under Guilford Road and into Carm I Creek. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, tifreeze; construction trash and debris, biological agents found in trash and de ris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herb' -Aes and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground r under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contaimination. Alert Procedures for Spills: 1. Any personnel obsery g a spill will immediately instigate the following procedure: a.) Dialing O" from any telephone. b.) Notify tie appropriate emergency personnel. 2. The Emergency Coor notor will then take the following actions: a.) Borricace the area allowing no vehicles to enter or leave the spill zone. Q Notify tie Indiana Department of Environmental Management, 0 ice of Emergency Response by calling the appropriate telephone number. Office 317- 233 -7745 Toll Free 800 - 233 -7745 A 3o the National Response Center at 800- 424 -8802 or d provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement oi the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the I cal Fire Department Phone: 9 -1 -1 d.) Notify the I col Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate nd monitor cleanup until the situation has been stabilized a d all spills have been eliminated. g.) Cooperate ith the IDEM -OER on procedures and reports involved with the ev nt. Cleanup Parameters: 1. The Developer shall be continually I ept informed, maintain lists of qualified contractors and available Vac - trucks, tank purrpers and other equipment readily accessible for clean -up operations. In addition, a ccntinually updated list of available absorbent materials and clean -up supplies sh uld be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developmerts or new information on the prevention of spills and / or necessary alterations to this Ian. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life- saving pr tection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are usEd in cleaning up spilled materials, will be disposed of in a manner subject to the approv I of the Indiana Department of Environmental Management. 5. Flushing of spilled material with w ter will not be permitted unless so authorized by the Indiana Department of Environment I Management. 814 Monitoring and maintenance guidelines f r pollution prevention measures: Straw Bale Dam Maintenance Reguirement s 1. Inspect straw bale dams after eact storm event and promptly remove any sediment deposits to insure adequate storag volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deteriorctioi or damage from construction activities and repair immediately. 3. After the contributing drainage ar o has been stabilized, remove all straw bales and sediment deposits, bring the distu ed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically And after each storm event. 2. If fence fabric tears, starts to de ompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to b Ige. 4. Take care to avoid undermining t* fence during cleanout. 5. After the contributing drainage ari o has been stabilized, remove the fence and sediment deposits, bring the disturbed area o grade and stabilize it. Sandbag Curb Inlet Barrier Maintenan a Re uirements 1. Inspect frequently for damage by ehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flus" rig when it reaches half the height of the barrier. 4. Deposit removed sediment where i will not enter storm sewer drains. Block and Gravel Curb Inlet Protecti� I Maintenance Requirements 1. After each storm event remove tI e sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and racked -on soil from the street, without flushing, to reduce the sediment load on the rb inlet protection. 3. Inspect periodically for damage .. I repair. Keep grates free of debris. 4. After the contributing drainage cri a has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment dep sits and dispose of them properly. Erosion Control Blank rface A Maintenance Reguirements 1. During vegetative establishment, in peat after each storm event for any erosion below the blanket. 2. If any areas) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket. 3. After vegetative establishment ch k the treated area periodically. Tern orar Gravel Construction Entra a Maintenance Requirement 1. Inspect entrance pad and sedimen disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage crid runoff control. 3. Topdress with clean stone as nee ed. 4. Immediately remove mud and sedi nent tracked or washed onto streets by brushing or sweeping. Flushing should only be lised if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specificatio s for individual building lots: Not applicable. See Sheets C801 & C802 for Construction Jetails and specifications for erosion & sediment control on this site. C1 Description of pollutants and their sou es associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifre ze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, rtilizers, household items including but not limited to cleaning agents, chemicals, point, misc Ilaneous home improvement materials, toys, clothing and animal waste, elevated storm run& temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion ontrol measures as detailed in the Stormwater Pollution Prevention Measures Mai tenance Requirements beginning immediately after installation and continuing until v getation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative rowth has been established in each area to a point where sediment /pollutants will no enter the waterway or storm sewer system. 3. Inspection and maintenance is th responsibility of the developer /owner or his designee until project completion and the Dwner thereby accepts responsibility for the individual lot. C3 Description of proposed post construct on stormwater quality measures: Site and facility design for stormwater quality protection on t is site employs a multi -level strategy consisting of 1. Reducing or eliminating post -pro ct runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contomin ted stormwater runoff before discharging it into the storm sewer system or receiving waters. Typical stormwater quality measures fo reducing, eliminating or controlling pollutants (source controls) include: a. Detention devices b. Reducing Runoff or Direct runoff om impervious areas - existing swale along south property line c. Vegetated strips and /or swales d. Permanent erosion control seedin and plantings e. Outlet protection & velocity dissipation devices i.e. riprap at pipe outfoll locations f. Mulching It is the intent of this plan that the iinplementation of the above described storm water quality measures be executed in accor once with the enclosed plans and details in order to meet the requirements of Rule 5 sto water qualit;: C4 Location, dimensions, specifications on construction details of stormwater quality measures: See Stormwater Pollution Prevention PI in Sheet C104 for locations of permanent stormwater quality measures and Sheets C801 & 802 for construction details and specifications. L5 Description of maintenance guidelines r proposed water quality measures: No additional Water Quality Structures are proposed s part of this project. The existing detention pond will continue to be maintained by othe s. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydroullic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures oveir water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection ona Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BM'P are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with on automatic shut to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwoter pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash rocks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stocked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. soection and Moirl:ten Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Fvnluntion follawina a rainfall Yes Date of Inspection: No If ves. date the rain stODaed: Inches No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? O d' 2. Are all necessary permits attained and special provisions being implemented? C\2 O 3. I Is a construction entrance installed? Is it effective? Is it enough 4. 1 Public and private streets are clean? a � 5. Are appropriate practices installed where stormwater leaves the site? a � 6. Silt fence is entrenched into the round? ~ .� 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? P4 O g l� C..:) w Terminated to higher round? Property joined at ends? CO .� 0 .� . 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? � Q) 9. The earthwork for erosion and sediment control practices is properly groded, seeded and /or mulched? �--Z CD T___1 10. I Diversions swales and/or waterbors are installed to plan and protected? co IQ 0 _�-' U) 11. Perimeter practices have adequate capacity and do not need to be cleaned out? . •--4 v 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 0Q> 13. Inlet protection is installed so water does not flow under it? c� U -" M 14. 1 The frame, cross-bracing and or stakes are ode uate and meetspecifications? Q �= 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? LZ LZ 17. Sediment has been removed from the practice? W O 18. Swales and ditches have been stabilized or protected? O co 19. 1 Stormwater outlets are adequately stabilized? 20.--Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. I Permanent stabilization of disturbed groundis progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been roperly prepared for seeding? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by: Date: Date: Date: cii z O in > w ss �� RF • F` 0 � No. =moo PE19500260 � STATE OF � �0 -. � ZZ % %,,,S'4NAL ��.��\\. I //11111111 1111111101\ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT . THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering P4 O d' ^� F"-� _, C\2 O �J ~ a � O 1_� a � t� <=) �i �:D ~ .� w P4 O g l� C..:) w w CO .� 0 .� . � U � Q) 1� �--Z CD T___1 W O co IQ 0 _�-' U) � . •--4 v � W '� 0Q> C.) �..� � c� U -" M U _ Q �= F-7-4 w LZ LZ W O O co 10' DIA. 20' NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 12 SYMBOL DETAIL�� NO SCALE HANDICAP PARKING SIGN 12' GENERAL NOTES: Z O 1211.023 F- z 0 w These dimensions are based on a 6 in. curb -�- - 0.4" - 0.9" p P GREEN - ILLUMINATING TAPE (LETTERS) height They shall be proportionally adjusted for other curb heights. ° �o BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) OWhere silo infeasibility precludes construction /VJ 0.9' ' 1.4" g,33 % + 5 % =13.33 % > 11 °J° =oM 2' -0" to the width shown, such width may be decreased to a minimum of S -0. { ° 8.33 % m "mum 5% naodmum g' WHITE - ILLUMINATING TAPE (BACKGROUND) -6- Section a-a ' m� a3The bottom edge of the curb ramp shall be GREEN - ILLUMINATING TAPE (ARROW) 6' -0" BETWEEN z VAX flush with the edge of adjacent pavement Square pattern Provide 2 -D level strip it 2' -0 ACCES= d GQ a and goiter line. TRUNCATED DOMES USED algebraic difference Provide rb as required, Landing areas at the top of curb ramps shall IN DETECTABLE WARNINGS exceeds 11% may be i level stri ionollitic with . have maximum cross slope of 50: 1 in any ° CD direction. When site infeasibility precludes VARIES - 5' MIN. CHANGE OF GRADE a landing slope of 50: 1 in any direction, the Detectable warning brick �^ll W Cn slope perpendicular to the curb face shall not Brushed sand mixture exceed 50:1. Setting bed Slope 12: 1 Concrete base 2- 211 tl OIf site infeasibility precudes construction to pAVEMENT Q 0.3" the width shown, the landing width may be w decreased to 3'-0 minimum. The running o slope of the curb ramp may be steepened to W a maximum of 10 : 1 for a maximum 6 in. rise. DETAIL OF RAMP GROOVE O CD U BRICK SURFACE CONSTRUCTION 8• Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel. SlnE a. 18 7. See Standard Drawing E 604 - SWCR -12 for improved access on narrow sidewalks. pAVEMEIV? 8. Algebraic difference in grade between the base INDIANA DEPARTMENT OF TRANSPORTATI( of curb ramp and the gutter shall be limited to less SIDEWALK CU RAMPS $& than I I %. If it is not practical, a 2'-0 wide Construction of curb if GENERAL NOTE DETAILS level strip shall be provided. See detail sketch. separated from ramp SEPTEMBE R 2003 604- SWCR -02 STANDARD DRAWING N0. E 5 x 2'-0 18095 sutt nom? ALTERNATE CURB CONSTRUCTION 10' DIA. 20' NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 12 SYMBOL DETAIL�� NO SCALE HANDICAP PARKING SIGN 12' PROJECT NO.: Z O 1211.023 F- z 0 w 0 RESERVED Z p P GREEN - ILLUMINATING TAPE (LETTERS) d d d' C ° �o BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) Wo w co a I I =oM 2' -0" o I I ° I I W ° N zl m (cff)-w g' WHITE - ILLUMINATING TAPE (BACKGROUND) Li m� l -MOWNG EDGE GREEN - ILLUMINATING TAPE (ARROW) 6' -0" BETWEEN z VAX GREEN - ILLUMINATING TAPE (BORDER) 4 d ° ACCES= d GQ a G Q• .' Q 0 d •d Q ° d • 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE: ° HANDICAP PARKING SIGN DETAIL 13 NO SCALE C803 �a .e m� (P s� �O ' SIDEWALK Slope 12: 1 8' 8' HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 10 NO SCALE C$O3 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN r-I LANDSCAPE AREA INSTALLED IN PARKING LOT. I I HANDICAP LOCATIONS 2 -SIDED rl WHERE STALLS FACING. II II II II II 2' STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6' STEEL PIPE FILLED W/ CONCRETE PAVING BASE PROJECT NO.: Z O 1211.023 F- z 0 w QN O U Z p Z -1 d d d' C ° �o I I Wo w co a I I =oM 2' -0" o I I ° I I W ° N zl m MCURB g' NO SCALE Li m� l -MOWNG EDGE Ln PAVING BASE PROJECT NO.: Z O 1211.023 F- z 0 w r12 Z p GENERAL ' d d d' C ° : CONCRETE FOOTING 'I - �,'< CONCRETE FOOTING w 0 A A e TRAFFIC SIGNAGE 11 g' NO SCALE C$03 MODIFIED HANDICAP RAMP 14 C803 " oN 5.,a - Detectable warning elements 'A" preformed joint filler 7:r-`. RAMP CONSTRUCTION DETAIL Setting bed Concrete base Intagraa curb PAVEMENT, NOTES: See Standard Drawing E 604-SWCR -02 for groove details. �7 See Standard Drawing E 604- SWCR -02 for details of the detectable warning. ® See Standard Drawing E 60"WCR -02 for alternate curb construction. O9 Indicated eras denotes pay limits. 10. See Standard Drawing E 604- SWCR -01 and -02 for Location Plan and General Notes respectively. 0 K�l4 C803 �I Lri Cr- CV CONCRETE 3000 PSI 1 1/2"r PAVEMENT o.a °o GRANULAR o' °o.. o BACKFILL Ib - o.' b 1/2"r r---3" OF TOP SOIL EXISTING GROUND STRAIGHT CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) L 1 1-1/2" H.A.C. 9.5 MM. SURFACE COURSE 2 H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 6"#53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 6 (LIGHT DUTY) �11 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Li PROJECT NO.: 1-- z 1211.023 F- z 0 w CW Z p GENERAL ' d d d' C ° : d °d w 0= A A e 4 ° g' ° d d d• z 6' -0" BETWEEN z •• ° 4 d ° o � co d GQ a G Q• .' Q .. ' •_° d •d Q ° d a d d ° SIC a' • . . ° d ° CD 6.0' VARIES - 5' MIN. 6.0' U MODIFIED HANDICAP RAMP 14 C803 " oN 5.,a - Detectable warning elements 'A" preformed joint filler 7:r-`. RAMP CONSTRUCTION DETAIL Setting bed Concrete base Intagraa curb PAVEMENT, NOTES: See Standard Drawing E 604-SWCR -02 for groove details. �7 See Standard Drawing E 604- SWCR -02 for details of the detectable warning. ® See Standard Drawing E 60"WCR -02 for alternate curb construction. O9 Indicated eras denotes pay limits. 10. See Standard Drawing E 604- SWCR -01 and -02 for Location Plan and General Notes respectively. 0 K�l4 C803 �I Lri Cr- CV CONCRETE 3000 PSI 1 1/2"r PAVEMENT o.a °o GRANULAR o' °o.. o BACKFILL Ib - o.' b 1/2"r r---3" OF TOP SOIL EXISTING GROUND STRAIGHT CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) L 1 1-1/2" H.A.C. 9.5 MM. SURFACE COURSE 2 H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 6"#53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 6 (LIGHT DUTY) �11 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Li PROJECT NO.: 1-- z 1211.023 F- z 0 w CW Z p GENERAL p afQ LL D� : ° w 0= Lz > z 6' -0" BETWEEN z cv� �••� o � co F --b• -4 W TRANSVERSE JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 7 C803 CONCRETE WALK GRADE SLOPE: 6" 1/4" PER FOOT 1 -1/2" R PAVEMENT N :s• SCORE 1 /4" R 4' COMPACTED °oo ° 0. SUBGRADE I 6„ oa° � ° CONCRETE CURB AND WALK PAVEMENT .° 0 °0.O °0.0 °0.0 °0• 0 • o °0 • o °0 .000.0c 0° 0• 0° 0• o° 0-0,0. 0. 0° 0• 000.0 a 0-0 0 °O • p °O • p °0 • 0 °O • i 0.000'0°°-°°°' x PEA GRAVEL ° °°.° °O.p °o.° °o. \ \\ BACKFILL / -'-`°-000-0 °°' ° - O O o.0.000.000.000. / ° 0° -0 00 -0 00 .000 - / N > \ \j \o.°°o. ° °o.p °0. ° °0.000.0 °0 • o °O . 0 o °0 • 0 00 • 0 °0 • o °0 00 . 0 GEOTEXTILE FABRIC \ /� °°' \%i\ o 00 . . 000. Z i 0,° 0 0• o � Q 0° 0 ° 0 ° °' w CD 0 . 00 0 .0 4" 4" (MIN) (MIN PIPE UNDERDRAIN 9 .IN PARKING LOTS C803 � 0 00 0 .000 o ° D • o 00 - o 0 O 0p • ° 0 0 0p- .0 0 0 ° . ° 0 .06 p.- 0 Q. '0 ° o - - - -0 O ° o 0 O.0,0 - o ° 0. 0 ° 0 .0 TO 0 0° O• p° 0 p° Op0 ° 0 0 ° 0 0p0. 0° 0 p ° 0 o° 0 0 oO p° • o 0 O D o 0 0 0 0 . o o O • o O ° 0.0 °0•o00 0.0 0 0 0 0 0 0 o p 0 o 0 0 0 o o 0.000 • o 0 O 0 0. 0 0 0• o O o° O o° 0 o° 0 0 0 0• 000 • 0° O• o° O 0 0o•o 0 oo 0 oo 0 •0 0 0.0 0.0 0 0.0 0 0.0 0 0•00 0•0 o•o o•o .. ° 0• 0° 0. 000' O 0.000 .0 O 0 o ° O• O ° °• O ° O• o ° O• o ° O• O O O• 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE 3" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 8" #53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SEC110N (HEAVY DUTY) 0803 L-1" #11 HAC SURFACE 5" 5D BASE 7" #53 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No_ 207 • ALL PAVING SHALL BE COMPLETED IN ONE PAVING SEASON. TYPICAL PAVEMENT SEC110N 2 (WITHIN RIGHT OF WAY) Cso3 66 6/6 WWF 0 0 .. o. ..o o .. 00 , . 00 a 0 0° 0° 0 0 a , 0' o ° o ° o 0 ° 0 00 ° 0 00 ° o 0 ° 0 00 ° 0 00 ° 0 00 ° 0 00 ° o 0 0 0 0 0 ° . ° 0 0 6" CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) • PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB -\ BACKFILL TAPERED CURB END DETAIL 4 NO SCALE C$03 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB i�5zrr,allll /,I r' PAVEMENT 1275" 0'o O•o O•o O•o � 7�_ •000.000 000.000-/C� Z /\� �'O ° °'O °° ° ° °'O°o INSTALLATION REQUIRED: x 0.000.0 0.0 00. ° 0.0 °0.0 °0.�� CD • �� / / �`K- ° ° ° °° p ° .° 0o ° /� PERFORATED PLASTIC PIPE 0 0°0. .0 ° °0° N PER INDOT SPECS #718.02 °° • o ° ° ° • o ° • I coo. 000 p °o.p °o. v \y °'o°O•o O• °O• �° 0. p° ° o. p• z ,�• ° 00 • .0 00 , Q #8 GRAVEL ° °'O ° °'O• o °oop'0 p °o.° d- 0-- •,o..- _ 4" 4" 4" SSD MAIN (MIN) (MIN PIPE UNDERDRAIN 9 C803 ci•i z 0 w 0``av1 R 1 1111111ii,,7/221 D 1 No. _ PE19500260 STATE OF 0, ,,,S�ONAI.��.�`��• 11111111111111111 DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S:\1211\023\dwgs\C803-C805.dwg XREF: S:\1211\023\dwgs\TAIe1.dwg SHEET NO.: ° F--�� ••� o � co F --b• -4 W W co .z �1 o CD O U �^ll W Cn Q w w Cd cc5 W O CD U DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S:\1211\023\dwgs\C803-C805.dwg XREF: S:\1211\023\dwgs\TAIe1.dwg SHEET NO.: FINISH GRADE CLEANOUT PLUG 6" PIPE APPROX. 90' LONG RADIUS CONCRETE ENCASED R • SPRING LINE OF PIPE e .D. CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. SANITARY SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEAN OU T DETAIL FOR SEWER MAIN. 14 C804 OA H4 y7T0 y�o Q 'CTRWD'� 0 AFGIONAt V4pSS NOTE: DROP PIPES SHALL BE OPPOSITE FROM STEPS WHEN POSSIBLE. 12" OF #8 CRUSHED STONE Clay Township Regional Waste District iifip: / /www.cfrwdsewers.org/ (3 F7) 844 -9200 Fax (3171 844 -9203 August 2000 SANITARY SEWER --' AlI NATIVE UNDISTURBED SOIL -77. FILL EXCAVATED SPACE OUTSIDE OF MANHOLE AND UNDER PIPE WITH J8 �! CRUSHED STONE TO A MINIMUM OF 6" ON EACH j SIDE OF PIPE - J I ANUAN CORE- AND SEAL WITH BOOT ter.{ . r II II 1" STAINLESS STEEL STRAP WITH (2) 1/4'Ox 3 1/4' LG. < - -�-- -- STAINLESS STEEL EXPANSION ANCHOR AT 2' MAXIMUM SPACING (MINIMUM OF TWO ' I STRAPS) t� J PVC PIPE KITH 90' BEND SHALL MATCH S-r y INCOMING PIPE i GROUT MANHOLE BOTTOM ' TO PROVIDE SMOOTH FLOW CHANNEL TRANSITION { a ( .' a yr( q d, ` a _I INSIDE DROP DETAIL 5 NOT TO SCALE C804 STANDARD TEE PUMPER NOZZEL- VALVE BOX COVER MARKED "WATER"� 3' -0" 4' -0" CAST IRON -�' VALVE BOX HYDRANT HYDRANT 2-2&1/2" HOSE NOZZLES -FINISH GRADE ,--DEPTH VARIES, 4'-6" MINIMUM 1/2 CUBIC YARD OF CRUSHED STONE �I UNDISTURBED EARTH If 6" GATE VALVE CONCRETE THRUST BLOCK DO NOT LENGTH VARIES COVER DRAIN HOLE) NO BENDS PREFERRED SECTION FIRE HYDRANT DETAILS 11 NO SCALE �01 FIRE HYDRANT CONCRETE BLOCKI HEAVY DUTY LAMPHOLE BLOCKING FOR TEES & WYES CASTING W/ SOLID LID. w NEENAH R- 1974 -A OR FACE AREA APPROVED EQUAL 30' FINISH GRADE 6' 6' 90' BEND 45' BEND 22 1/2' 11 1/4' 20" 16 25 14 7 4 1 20" 16" OR 10 16" 17 12' 16" 12 16 9 CONCRETE COLLAR 3 6 12" 7 9 5 6' PIPE APPROX. 90' 1.8 10" LONG RADIUS 7 4 WYE 1 SPRING LINE OF PIPE PLUG JL CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. PLUG SHALL BE ABLE TO PASS SANITARY SEWER LATERAL AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. TYPICAL CLEANOUT DETAI 16 WITH PLUG c$o4 IN PAVED AREAS N.T.S. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' do 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2" WIDE x 1/2" THICK—, OUTSIDE FACE AREAREAEA —NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. PLAN 4' MIN, 1 BRANCH PIPE \PLUG Zi I 1=1 I 1=1 I 1=1 . :4 OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES do WYES. — FOR PLUGS. 3/4'x18. ... w ANCHOR BOLTS I + o a � (4 REQ'D) ' :; ••. _ MIS•.•:. _ �- II �� '_` 1= 5' DIAM. WASHER, 1' THICK ANCHOR BLOCK TO BE OF \ SEC 1 T ION "D —D° CLASS "B' CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND '" T"PoF SECTION "C -C" NOTE: ALL CONCRETE BLOCKING TO CONSIST OF CLASS 'B' CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE w OUTSIDE FACE AREA . FT 30' WE OF SUE OF RUN BRANCH OU751DE FACE AREA (SQ. FT.) PLUG 90' BEND 45' BEND 22 1/2' 11 1/4' 20" 16 25 14 7 4 1 20" 16" OR 10 16" 17 12' 16" 12 16 9 5 3 6 12" 7 9 5 3 2 1.8 10" 4 7 4 2 1 12 OR LESS - 8" 3 5 1 3 2 1 3" 1' -0" 6' 2 3 2 1 1 1,800 4" 2 3 2 1 1 2.6 DETAIL — CONCRETE BLOCKING WATER MAIN VARIES VARIES FIRE HYDRANT/,"io NO SCALE 0804 PAVEMENT CAIN I.D. +1' -3" I.D. +1' -3° 1 MINIMUM MINIMUM i \ ' � %; ill III I •!; �\ I I III III ,;i; III I I .%, III X� ° LO ;� I I III III % B CA ADD 0 % III III I !i Ln a ; \ III III I ` �` GRANULAR MATERIAL o \\ I �� AS SPECIFIED \ III III - � 4= je N �eqw II III III !� LOWER LIMIT OF ROCK BACKFILL i' III III I f� %�� % ��II III III';• SAND CUSHION EACH JOINT TO UNDER PIPE BE DUG OUT TO PROVIDE A FIRM BEARING ON UNDISTURBED SOIL ROCK EXCAVATE EARTH EXCAVATION WATER MAIN INSTALLATION DETALV�6� r Y EXISTING MAIN I /- I I TAPPING SLEEVE I I VALVE &BOX I I PIPE OR BEND AS REQUIRED- - - - - FL I I NOTE: I I BENDS & FITTINGS AS REQUIRED. I I SEE PLAN SHEETS FOR DETAILS. I I CONNECTION. TO EXISTING MAIN, NO SC SET TOP FLUSH WITH FINISHED GRADE a Y_*j PLAN VIEW Grooved end on outlet end tongue end on inlet end D ...... 1 1 •;.•!iYY±�Y 1 PIPE SIZE B Lc w RIPRAP 48' 12' 30' 20' 12' 42' 10.5' 25' 18' 12" M. 9' 20' 15' 9" M. 7.5' 15' 12' 9' 24' 6' 12' 10' 6' 12' -21' 4' 10' 8' 6" PIPE a '-•' END CULVERT n SECTION RIPRAP & GEOTDOLE UNDER END SECTION TOE ANCHOR RIPRAP & GEOTEXTILE (SEE NOTES) 2' I� RIPRAP DETAIL @ END SECTION (FINAL) I PIPE I CONCRETE CULVERT I END SECTION I COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS SLOPE DETAIL Q A F 0 91. t- �- .. 3" 0 Groove (or tongue) to iN be the same as on standard reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �-- LONGITUDINAL SECTION SECTION Y -Y 1 1/2"r I L U iO L MAX.SPACING HOOK BOLTS e cN CLASS 'A' CONCRETE E +2T -Ii SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K R1 R- 1 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8" 9" 800 15" 2 1/4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11' 1,100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12" 1,300 21 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3 16" 14" 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30" 13 1/2" V -2" 1' -10" 6' -3" 5' -0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" V -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2- 17 1/2" 4,100 36" 4" 1' -5" 3' -1" 8' -3" 6' -0" 3.4 23 3/4" 0" 4,200 48" 5" 2' -0" 2' -2" 8' -2" 7' -0 " 28 1/8"t22- 6,500 * TOLERANCE +/- 1" PRECAST CONCRETE END SECTIO VALVE SPECIFICATION: VALVE 3" AND LARGER SHALL BE ADJUSTABLE VALVE BOX IRON BODY NON- RISING STEM GATE (COVER TO BE MARKED VALVE. VALVES SHALL BE RESILIENT "WATER ") SEATED GATE VALVES AND SHALL MEET THE REQUIREMENTS OF 3 ANSI /AWWA C -509 AND SHALL HAVE MECHANICAL JOINTS AND CSO4 ACCESSORIES SHALL MEET THE REQUIREMENTS OF ANSI /AWWA C -111 /0.11. WATER MAIN GRADE GRADE VARIES (NEW OR EXISTING) /-(NEW OR EXISTING) _ I Mqk —I I I II I= SLE I OP MPX 3 — I I —I I III —I I,, STANDARD HYDRO S-75 EROSION CONTROL SEEDING W /STRAW I— BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN GATE VALVE AND BOX 8 NO SCALE CB04 TYPICAL S WA LE SECTION 4 NO SCALE 0804 z 0 Cn w I ;11111 i % - No. � PE19500260 - STATE OF ; AND I AN.P DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S:\1211\023\dwgs\C803-C805.dwg XREF: S:\1211\023\dwgs\Tit1e1.dwg SHEET NO.: CD O �:D iH • 4 1T1 M w O co w .al y co N w w In cd rs7 o �y o DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S:\1211\023\dwgs\C803-C805.dwg XREF: S:\1211\023\dwgs\Tit1e1.dwg SHEET NO.: GRADE T.C. II III II 111111 111111 NEENAH TYPE CASTING NO. R- 3286 -8 . r- ASPHALT :.'a'.'...o ...'.... e . a'. . a........e.. ?.e.'... OPENING .e. .'A s ALTERNATE CASTING — CURB O hGRADE C=:) BEEHIVE INLET NEENAH TYPE CASTING T.C. No. R -4342 e o .. e ' RISER RING as 24 as e a e e ALTERNATE CASTI G — YARD PIPE UNDERDRAIN 15' IN EACH DIRECTION UNDER PAVEMENT. SEE DETAIL 36' CONCRETE COLLAR �I EACH STREET CENTERLINE. 00 00 00 �o 00 00 _ I STORM MANHOLE GRADE t NEENAH TYPE CASTING NO. R -3433 (OR EJIW 5230) RIM 1� a.... .'.'A':.'.'.p':.'.'.'.... v ... A'. c........e....e.... NIN a.•.'A DIMENSIONS (INCHES) A MAX B I.D. C (MIN) 12 36 (4 MAX.) 15 36 21 18 48 NAR 21 48 28 24 48 31 7 60 34 30 60 38 33 60 48 "0 MANHOLE 36 60 j]A j 42 60 MANHOLE CONFORMS TO STORM MANHOLE DETAIL 7 NO SCALE TYP E C C805 4" H— 8" MIN. 4" - - - - -- - --I- I l #4 REBAR I � I I O I I I I O I I ( � ( BEEHIVE INLET NEENAH TYPE CASTING ---- - - - - -t No. R -4342 GRASS PRECAST CONCRETE ADJUSTING RING .:' FOR ROUND GRATE /FRAME a� 24 "x 24" ...q (TYPE "A ") PRECAST CONCRETE BOX 23" LIJ Q _ M M 20„ ,. GROUT �I Ln .. CV ' 23„ 33„ 6" #8 STONE BEEHIVE YARD LETK-5--� 5 C805 STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. ASPHALT NEENAH R- 1077 —A COVER WITH NEENAH R- 1712 -8 FRAME WITH 'SELF—SEALING SELF — SEALING APPLICATION OR APPLICATION APPROVED EQUAL 1 RECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D.+6" v W/ NON- SHRINK CEMENT GROUT BENCH WALLS AT MIN. 1/2' PER FOOT SLOPE e #4 KEBABS ®12 O.C. • EACH WAY (STEEL MESH AREA =0,12 SQ. IN. /SQ. a a ' 6" FT. OR APPROVED V. EQUAL) 8' BASE 6" MANHOLE BASE SET ON 6" OF #8 STONE MANHOLE SIZE PIPE RETE ADJUSTER N 48° 24' DIED (4 MAX.) 54' -66' UP TO 60' 84' ECCENTRIC CONE OR REDUCER CAP ASPHALTIC MASTIC OR NAR AS REQUIRED BY SITE CONDITIONS. BUTYL RUBBER SEAL = _ — — CONE TOP TO MATCH ADJUSTING BEIWEEN J OINTS. RING PROFILE. STRAIGHT THRU 24' -33" a GROWTH 38 SIMILAR STRUCTURE 48 "0 MANHOLE DETAIL MN. 6" TOPSOIL C805 FOR PIPES 24 "0 AND LESS 42 MANHOLE CONFORMS TO 1 50 N THE PUBLIC R/W CURB, GUTTER OR ASTM C -478 FULL HEIGHT D = INSIDE DIAMETER THE INSTALLED PIPE JOINTS CONFORM TO MAN"CLE STEPS AS 60 "0 MANHOLE SIMILAR STRUCTURE ASTM C -443 SPECIFIED. FOR PIPES 27 - 36 0 co co o IN THE PUBLIC :2/W O-RING GASKET 16' TYP. 5" MIN. ASPHALTIC MASTIC OR tQ o CD w BUTYL SEAL AT JOINTS. \ •: x yi. ° RECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D.+6" v W/ NON- SHRINK CEMENT GROUT BENCH WALLS AT MIN. 1/2' PER FOOT SLOPE e #4 KEBABS ®12 O.C. • EACH WAY (STEEL MESH AREA =0,12 SQ. IN. /SQ. a a ' 6" FT. OR APPROVED V. EQUAL) 8' BASE 6" MANHOLE BASE SET ON 6" OF #8 STONE MANHOLE SIZE PIPE PIPE TURNS 96° 48° GREATER THAN 45' TO 90' 96' 54' -66' UP TO 60' 84' 42' GREATER THAN 45' TO 90' 84' 48' UP TO 45' 72" 42' -48' UP TO 45' 60" 33' -36" STRAIGHT THRU 60" 24' -33" GREATER THAN 45' TO 90' PRECAST REINFORCED CONCRETE MANHOLE NOTE: STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 —PF, CLAY do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. e• � • r I/• ■ 0,131 I• NOTE- ALL BEDDING do INITIAL BACKFlLL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9. OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE MIN. 12' PLACE 1/2- DIA EXTRUDABLE —V j8 CRUSHED STONE OR PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). B I.D. EDGE OF PAVEMENT, 63' MIN. 6' TOPSOIL / EDGE OF PAVEMENT, 36 21 18 ADJUSTING RING OR FLANGE OF CASTING ::.o: .....::...;v:;::.::::::: CURB, GUTTER OR GREATER THAN 5' TO ENSURE GRASS NOMINAL 1/2" BUM RUBBER 24" I.D. CURB, GUTTER OR 48 31 BASE EX �IRUDABLE R ORMED GASKET MATERIAL (TTYMP) 34 "O.D. SIMILAR STRUCTURE SEE DPW SPECS. GROWTH 38 SIMILAR STRUCTURE EDGE OF PAVEMENT, DETAIL MN. 6" TOPSOIL C805 IN THE PUBLIC R/W 42 1 60 1 50 N THE PUBLIC R/W CURB, GUTTER OR TO ENSURE GRASS 5 U Be = OUTSIDE DIAMETER D = INSIDE DIAMETER THE INSTALLED PIPE D - DIAMETER d = DEPTH OF BEDDING SIMILAR STRUCTURE MATERIAL BELOW PIPE GROWTH IF NOT MATERIAL BELOW PIPE co co o IN THE PUBLIC :2/W UNDER PAVEMENT I-I ►-� tQ o CD w o x yi. ° Q MIN. 1.25 Be w C� MIN. 1.25 Bc+12' W O O REGULAR BACKFILL U 'B' BORROW OR EQUIV. 'B' BORROW OR EQUIV. GRANULAR MATERIAL GRANULAR MATERIAL _ COMPACTED TO 95% 1/6 Be COMPACTED TO 95% STANDARD PROCTOR Be STANDARD PROCTOR DENSITY d DENSITY Be d GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5 OF EDGE OF PAVEMENT NOTE: ALL BEDDING do INITIAL BACKFILL NOtE SHALL BE 6' ALL BEDDING k INITIAL BACKFILL DEPTH OF BEDDING BALANCED T TO 12' BALANCED LIFTS SHALL BE INSTALLED IN 6' LEGEND DEPTH OF BEDDING TO 12' BALANCED LIFTS LEGEND MATERIAL BELOW PIPE A MINIMUM 9' OF CLEARANCE SHALL MATERIAL BELOW PIPE A MINIMUM 9' OF CLEARANCE SHALL IL ML MIN. BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE Be = OUTSIDE DIAMETER BE PROVIDED ON EACH SIDE OF Be = OUTSIDE DIAMETER D = INSIDE DIAMETER D d MIN. THE INSTALLED PIPE D =INSIDE DIAMETER 2i k SMALLER 3' d = DEPTH OF BEDDING 27' g SMALLER 3• d = DEPTH OF BEDDING 30' TO 60' 4' MATERIAL BELOW PIPE 30' TO 60' 4' MATERIAL BELOW PIPE 66' g LARGER 6' 66' do LARGER 6' e• � • r I/• ■ 0,131 I• NOTE- ALL BEDDING do INITIAL BACKFlLL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9. OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE MIN. 12' PLACE 1/2- DIA EXTRUDABLE —V j8 CRUSHED STONE OR PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). B I.D. PLAN VIEW 63' 36 / PRECAST CONCRETE 36 21 18 ADJUSTING RING OR FLANGE OF CASTING ::.o: .....::...;v:;::.::::::: :............ ....... 21 4 " -12 NOMINAL 1/2" BUM RUBBER 24" I.D. I �" f---I 48 31 BASE EX �IRUDABLE R ORMED GASKET MATERIAL (TTYMP) 34 "O.D. 34 SEE DPW SPECS. 60 38 GASKET DETAIL SECTION A —A ADJUSTING RING DETAIL (FIGURE 5 -4B) C805 - 000 � o00 000 000 I DOD 000 � moo IF \ ~ / STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING R -3010 TYPE A OR T.C. APPROVED EQUAL r ASPHALT ....,... .. D ....,... 24" .. ...e........ a ... . .....•Q....A ..........:... OPENING e..A . I -i I I I � I I I B I .'. ° 4 ed'•'•° A'e•'•' a °' •' >•'•'• STANDARD REINFORCED CONC. BASE 4..6... A...p....... .p....... A '.':..' .:...................:.' 6" #8 STONE BEDDING DIMENSIONS (INCHES) j8 CRUSHED STONE OR A MAX B I.D. C (MIN) 12 36 CLASS I BEDDING MATERIAL 15 36 21 18 48 INTO PLACE Bc 4• 21 48 24 48 31 27 60 34 30 60 38 33 60 SHALL BE INSTALLED N 6' 36 60 4.4 42 1 60 1 50 SPECIAL STRAIGHT CURB INLET EDGE OF PAVEMENT, MN. 6' TOPSOIL CURB, GUTTER OR TO ENSURE GRASS SIMILAR STRUCTURE GREATER THAN 5 GROWTH IN THE PUBLIC R/W REGULAR BACKFILL ,r:5 }�:y_f1:L�q: �� •, REGULAR BACKFILL MIN. 1.25 Bc+12' MN. 12' TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) REINFORCED CONCRETE PIPE (RCP) 4 PLASTIC PIPE (PVC do HDPE) PLASTIC PIPE (PVC do HDPE) C.A.M. j 500-05 C.A.M. 1500-06 C805 C.A.M. j 500-03 C.A.M. # 500-04 z O 01 w SOS No. PE19500260 STATE OF AND I A,NP /,0�M DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schn i er THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering j8 CRUSHED STONE OR 06 / 30/05 1211.023 APPROVED EQUIV. CHECKED BY: RDR CLASS I BEDDING MATERIAL SHEET TITLE: 4' HAND TAMPED OR WALED DRAWING FILES: S:\1211\O23\dwgs\C803—C8O5.dwg XREF: S: \1211 \023 \dwgs \TLtle1.dwg INTO PLACE Bc 4• 11:1) (005 C\2 co GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE- ALL BOEING & INITIAL BACKFILL SHALL BE INSTALLED N 6' LEGEND TO 12' BALANCED LIFTS LEGEND ND A MINIMUM 9' OF CLEARANCE SHALL Be = OUTSIDE DIAMETER BE PRONDED ON EACH SIDE OF Be = OUTSIDE DIAMETER D = INSIDE DIAMETER THE INSTALLED PIPE D - DIAMETER d = DEPTH OF BEDDING d — DEPTH BEDDING MATERIAL BELOW PIPE w MATERIAL BELOW PIPE TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) REINFORCED CONCRETE PIPE (RCP) 4 PLASTIC PIPE (PVC do HDPE) PLASTIC PIPE (PVC do HDPE) C.A.M. j 500-05 C.A.M. 1500-06 C805 C.A.M. j 500-03 C.A.M. # 500-04 z O 01 w SOS No. PE19500260 STATE OF AND I A,NP /,0�M DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schn i er THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROJECT 06 / 30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL O DRAWING FILES: S:\1211\O23\dwgs\C803—C8O5.dwg XREF: S: \1211 \023 \dwgs \TLtle1.dwg SHEET NO.: 11:1) (005 C\2 co co w co co o E I-I ►-� tQ o CD w o U ° Q P4 w C� W O O U DATE PROJECT 06 / 30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S:\1211\O23\dwgs\C803—C8O5.dwg XREF: S: \1211 \023 \dwgs \TLtle1.dwg SHEET NO.: 11:1) (005 EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material shall be buried on site, or removed off site, and disposed by the contractor. All surplus excavated material not required shall be stockpiled on site where designated by the Engineer. 3. Provide and place any special fill material from off the site as may be required. Fill obtained from off site shall be of kind and quality as specified and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the site shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. Adjust subgrade elevations for topsoil thickness for areas receiving topsoil and seed. C. Compaction Requirements: 1. All building pad areas shall be compacted to standards specified by local and /or state building codes. Minimum compaction shall be 100% of Standard Proctor Density. 2. For compaction requirements of paved areas, see street specifications. Earth Work Balance Minimum Time, min:s The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encouritered, he Contractor shall confirm with the Owner anc Engineer the requirements for stockpiling, removal or roporting of earth. Minor adjustments to the grades may be required to balance earthwork when mirior excess material or shortages are encountered. It is recognized by the parties hereto that the cal ulations of the Engineer in determining earthwork quantities shall be ac- complished in accordance Aith the American Society of Civil Engineers Standards for such calculations. Further, that these calculat ons are subject to the interpretations of soil borin s (if available) as the physical limits of the various soil types, a so the allowable variation in finish grade and compac ion permitted the contractor, and that all of these parameters may cause either an excess or shortage of actu I earthwork materials to complete the project. If such an actual minor excess or shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbal nce of earth. SANITARY SEWER SYSTEMS W 2. SCOPE OF WORK Minimum Time, min:s The work under this section includes all sanitary sewers, manholes, cleano is and related items including excavating and backfilling, necessary to complete the work shown in the drowin s, starting five feet outside the building walls. The er ds of sewers shall be tightly plugged or capped at the terminal points, adjacent to buildings, pen ing the connecting of all such lines to the building drain as specified in the plumbing specifications and architectural drawings. MATERIALS 3:46 A. Sanitary Sewers 3:46 1. All gravity pla tic sewer pipe and fittings shall conform to ASTM D�;034 with a cell classification of 12454 C. Flexible gasketed corrpression joints shall be used for PVC pipe. No solvent cement joints shall b allowed. 3. APPLICATION A. Permits and Codes The contractor's bid on contractor's bid on the work covered herein shall be based upon the o1rowings and specifications and compliance with all applicable codes and regulations as amen ed by any waivers. Contractor shall furnish all bon s necessary to get permits for cuts and tonnes ions to existing sewers. B. Local Standards - The term "local standards" as used herein means the standards of design and construction of the espective municipal department or utilit company: Clay Township Regio al Waste District C. Existing Improvements - Maintain in operating condition all active wtilities, sewers and other drains encountered in the sewer installation. Repair to the sotisf ction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and o be approved by all local and state agencies havi g jurisdiction. E. Trenching - Lay all ipe in open trenches, except when the local auth rity gives written permission for tunneling. Cipen the trench sufficiently ahead of pipe - laying to re eal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and br ce trench as necessary to protect workmen anJ adjacent structures. All trenching to comply with Occupational Safety and Health Administratio Standards. Keep trenches free from water while construction is in progress. Under no circumstances shall pipe or appurtenances be laid in standing oter. Conduct the discharge from trench dewate ing to drains or natural drainage channels. F. Special Supports - henever, in the opinion of the Engineering, the soil at or below the pipe grade is unsuitable for sur porting sewers and appurtenances specs ied in this section, such special support, in cloddition to those shown or specified, shall be p ovided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - fora cepth of at least 12 inches above the top of the pipe, backfill with 12" of #8 crushed stone or #8 fractured face aggregate. Compact this backfill thoroughly, taking c re not to disturb the pipe. For the remaining trench de th, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5' of walks, parking areas, driveways and streets shall be granular m terial only - thoroughly compacted, by approved methods. H. Flow Channels - Th4 flow channels within manholes shall be an integral part of the precast base. The channels shall de shaped and formed for a clean transition with proper hydraulics to allow the smooth conveyance of flow through the manhole. The bench wall shall be formed to the crown of the inlet and outlet pips to form a "U" shaped channel. The bench wall shall slope back from the crown at 1/2 inch r er foot to the manhole wall. I. Infiltration - The cc ntractor shall furnish necessary equipme it to test sewers for infiltration. Infiltration rates shall not exceed the Local Standar s. All sanitary sewer lines upon completion w II be required to pass a low pressure air test, unless otherwise directed by Aqua Source. Sai test shall be conducted according to NCPI Standard Method, and shall be witnessed by an inspector authorized by Aqua Source. Infiltration under test shall not exceed 100 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 ho rs and inclusive of all appurtenances wit in the section being tested such as manholes, housp connections, etc. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FO SIZE AND LENGTH OF PIPE INDICATED J. Flushing Sewers - Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove ail silt and trash from appurtenances just prior to acceptance of work. K. Plastic Sewer Pipe Installation - Plastic sewer pipe shall be installed in a accordance with ASTM D2321 per latest revision and no plastic pipe shall exceed a deflection of 5 %. L. Storm Water Connections - No roof drains, footing drains and /or surface water drains may be connected to the sanitary sewer systems, including temporary connections during construction. M. Waterline Crossing - Waterlines and sanitary sewers shall maintain a minimum of 10 foot horizontal separation and a minimuim 18 inches of clearance between pipes at crossings. Otherwise, sanitary sewer within 10 feet of waterlines shall be constructed of water works grade Ductile Pipe mechanical joints and fittings. N. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 0. Service Laterals CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLA11ON REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make on inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http://www.ctrwd.org/. Clay Township Regional 'Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge - stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1 -800- 382 -5544, 48 hours prior to digging. Lateral- rev.01 -05okr Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time fo Longer Length Specification Time for Length (L) Shown, min:s CHECKED BY: The work under this section includes all storm sewers, 1. SCOPE OF WORK storm water inlets, and related items, including 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft. 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 35:37 .13:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31 :10 72 25.852 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 STORM SEWER SYSTEMS STREETS 06/30/05 1. SCOPE OF WORK DRAWN BY: CHECKED BY: The work under this section includes all storm sewers, 1. SCOPE OF WORK storm water inlets, and related items, including o 1 22" excavating and backfilling, necessary to complete the The work required under this section includes all work shown on the drawings. concrete and bituminous paving and related items necessary to complete the work indicated on drawings 2. MATERIALS and described in the specifications, including but not H� limited to: A. Storm Sewers co c4 All streets, parking areas in contract limits 1. Reinforced concrete sewer pipe shall confirm Curbs and gutters to ASTM C -76 latest revision, with joints Sidewalks and concrete slabs, exterior steps conforming to ASTM C -443 latest revision. 2. MATERIALS 2. Corrugated P:= Pipe and Fittings: AASHTO M 294, w co Type S, with smooth waterway coupling joints. A. Concrete - Concrete shall be ready -mixed concrete .Cd and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. A. Silttight Couplings: PE sleeve with ASTM D Minimum cement content shall be 6 bags per cubic 1056, Type 2, Class A Grade 2 gasket yard of concrete and maximum water content shall material that mates with pipe and fittings a� be 5.5 U.S. gallons per sack of cement, including to form silttight joints. moisture in the aggregate. Slump for normal Cn weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine B. Manholes placed concrete shall be no less than 1-1/4 Cd inches nor more than 3 inches. Standard test 1. Precast reinforced concrete manhole sections ASTM C -143 shall be used to measure slump. and steps shall conform to ASTM C -478 latest Compressive strength of concrete at 28 days shall revision. be 4000 psi. All exterior concrete shall have w w air entrainment of 5% to 8% by volume per ASTM C 2. Casting shall be of uniform quality, free co co -260. Retempering of delivered concrete will not from blow holes, porosity, hard spots, be allowed. Concrete shall be composed of: shrinkage distortion or other defects. They shall be smooth and well cleaned by shot 1. Portland cement - Conforming to ASTM C -150, - blasting or by some other approved method. Type IA or Type IIIA. They shall be coated with asphalt paint which shall result in a smooth coating, 2. Aggregates: Conforming to ASTM C -33 tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting 3. Water - Shall be clear and free from ASTM A -48 latest revision. injurious amounts of oils, acids, alkalies, organic materials or other deleterious 3. Joints - Manhole sections shall be jointed substances. with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest B. Welded Steel Wire Fabric - Where required for revision. concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non C. SUBDRAINS - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk 1. Perforated plastic pipe subdrains shall construction may be either non - extruding or conform to ASTM F -405. resilient. 3. APPLICATION D. Bituminous Pavement Materials - All materials proposed for the construction of bitum nous A. Permits and Codes; - The contractor's bid on pavements shall comply with the Indiana Department contractor's bid on the work covered herein shall of Transportation specifications, per latest be based upon the drawings and specifications revision. and compliance with all applicable codes and regulations as amended by any waivers. Contractor E. Compacted Aggregate Subbase: Shall be crushed shall furnish all bonds necessary to get permits stone or gravel. Crushed gravel shall be a for cuts and connections to existing sewers. minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material B. Local Standards - the term "Local Standards" as shall be free from an excess of flat, elongated, used herein means the standards of design and thinly laminated, soft or disintegrated pieces; construction of the respective municipal and shall be free from fragments coated with dirt. department or utility company. Compacted aggregate shall be graded as follows: C. Existing Improvements - Maintain in operating SIEVE SIZE % PASSING condition all active utilities, sewers and other drains encountered in the sewer installation. 1 -1/2" 100 Repair to the satisfaction of the owner any damage 1" 80 -100 to existing active improvements. See also Earthwork 3/4" 70 -90 Note 6.C. 1/2" 55 -80 #4 35 -60 D. Workmanship - To conform to all local, state and #8 25 -50 national codes and to be approved by all local and #30 12 -30 state agencies having jurisdiction. #200 5 -10 E. Trenching - Lay all pipe in open trenches, except 3. APPLICATION when the local authority gives written permission for tunneling. Open the trench sufficient ahead A. Grading - Do any necessary grading in addition to of pipelaying to reveal any obstructions. The that performed in accordance with Earthwork width of the trench shall be the inside pipe Section, to bring subgrades, after final diameter plus 24 inches for 12 inches above the compaction, to the required grades and sections pipe. Sheet and brace trench as necessary to for site improvement. protect workmen and adjacent structures. All trenching to comply with Occupational Safety and B. Preparation of Subgrade - Remove spongy and Health Administration Standards. Keep trenches otherwise unsuitable material and replace with free from water while construction is in progress. stable material. No traffic will be allowed on Under no circumstances lay pipe or appurtenances prepared subgrade prior to paving. in standing water. Conduct the discharge from trench dewatering to drains or natural drainage C. Compaction of Subgrade - The first 6 inches below channels. the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the F. Special Supports - Whenever in the opinion of the provisions of AASHO T -99. Water shall be Engineer the soil at or below the pipe grade is prevented from standing on the compacted subgrade. unsuitable for supporting sewers and appurtenances specified in this section, such special support, D. Utility Structures - Check for correct elevation in addition to those shown or specified, shall be of all manhole covers, valve boxes and similar provided as the Engineer may direct, and the structures located within areas to be paved, and contract will be adjusted. make, or have made, any necessary adjustments in such structures. G. Backfilling - for a depth of at least 12 inches E. Placing Concrete above the top of the pipe, backfill with earth or granular material free from large stones, rock 1. Subgrade - Place concrete only-on a moist, fragments, roots or sod. Tamp this backfill compacted subgrade or base free from loose thoroughly, taking care not to disturb the pipe. material. Place no concrete on a muddy or For the remaining trench depth, backfill with frozen subgrade. earth or granular material containing stones or rocks not larger than 4 inches. Backfill under 2. Forms - All forms shall be free from warp, and within 5' of walks, parking areas, driveways tight enough to prevent leakage and and street shall be granular material only - substantial enough to maintain their shape thoroughly compacted by approved methods. t and position without springing or settling, H. Manhole Inverts - Construct manhole flow channels when concrete is placed. Forms shall be of concrete sewer pipe or brick, smoothly finished clean and smooth immediately before and of semi - circular section conforming to the concreting. inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in 3. Placing Concrete - Concrete shall be direction by true curves. Provide such channels deposited so as to require as little for all connecting sewers at each manhole. rehandling as practicable. When concrete is to be placed at an atmospheric temperature of I. Subdrains - All subdrains shall be of the size 35 degrees F. or less, paragraph 702.10 of shown on the plans and shall be constructed to the the Indiana Department of Transportation grades shown. Specifications latest revision shall be followed. J. Utilities - It shall be the responsibility of each F. Concrete Curb contractor to verify all existing utilities and conditions pertaining to his phase of the work. 1. Expansion Joints - Shall be 1/2 inch thick It shall also be the contractors responsibility to premoulded between storm structures & curb. contact the owners of the various utilities before work is started. The contractor shall notify in 2. Contraction /Control Joints - Unless otherwise writing the owners or the engineer of any changes, provided, contraction joints shall be sawed errors or omissions found on these plans or in the or scored joints spaced 10 feet on center, except for field before work is started or resumed. intersection radii where joints shall be placed 5' o.c. K. Contractor to grout joints inside storm 3. Finish - Tamp and screed concrete as soon as structures where pipes enter or exit placed, and fill any honey combed places. and between structure and casting. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps WATER SERVICE 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk Per Indianapolis Water Company Standards and Specifications intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom fin,sh and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 402 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. 0i z 0 w GISTS S'J, O =* No.= PE19500260 - STATE OF 41v ZOM �'�i� i� i t► t 1 N I l I t l l t t�� \\ DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: o 1 22" DRAWING FILES: S: \1211 \023 \dwgs \C901.dwg XREF: S: \1211 \023 \dwgs \Titlel.dwg SHEET NO.: cat 0 H� a co c4 co o w w co p . .Cd CD o � a� Cn f -� Cd U_ Q � rn w w co co w o 0 o DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: S: \1211 \023 \dwgs \C901.dwg XREF: S: \1211 \023 \dwgs \Titlel.dwg SHEET NO.: (Cs)(an 6 1 �v Yp O`O O CI 2 �4 , i I : - •- , cl r,. . , Zzz '4- t _ ` L - ti's.:_•. 'u. ~ '1. - , n . - - -. ..._ .- AA LV CAR M _ DRIVE _ (70" R/W) �;l y 4 LANE ASPHALT 0 i ( s r _ r z_ r 1 / - PLANT SCHEDULE HH KEY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS \\ so ; I SHADE TREES I � , 2 \ t / _ �� r •iv~f �'' , •�_• -�; -''r err ��'-/'/�/ Q �— c :gip , „` :.”; qi t �� © .1 ��j •;,� � � 0 "rya •�. p ail r Orr a"= - .•711! ► // '� j © •`0111, �11•'i�!,��•,� Is, fall V M1 1=4A Aur-jillillp • al 1-t ale 9��i,I101 111 0.... I U1101 III I 1 ::�� ► ! 111 / � � /� awl i %Iii IM Lam► �,� � ® ® .� :� �/..� 7 All m z 1 AR L1 R IM-11 Acer rubrum 'Autumn Flame' IN /000 0 12 2.5" B & B Mufti —Stem AP AC 2 11) AR Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 12 2.5" B & B Mufti —Stem AP Acer plontanodies 'Columnore' Columnar Norway Maple 4 2.5" B & B s7 AS Acer sachorrum 'Green Mountain' Green Mountain Sugar Maple 17 2.5" B & B • BN I Betulo nigro River Birch 5 8' B & B Clump Form GT I Gleditsio trioconthos 'impcole' Imperial Honeylocust 8 2.5" B & B LT Liriodendron tulipifera Tulip Tree 2 2.5n B & B QA Quercus alba White Oak 7 2.5" B & B �O UNDERSTORY TREES AC Amelanchier canadensis Shadblow Serviceberry 14 6' B & B Mufti —Stem AG Amelanchier Groniflora 'Robin Hill' Robin Hill Serviceberr 2 1.5 B & B s7 CC Cercis canadensis Eastern Redbud 5 1.5" B & B • CK Cornus kouso Japanese Dogwood 8 1.5" B & B CI Crotaegus crus —galli inermis Thornless Cockspur Hawthorn 6 1.5" B & B MN Ma polio vir iniono Sweetbo Magnolia 8 1.5" B & B MF Molus floribunda Japanese Flowering Crobo fe 11 1.5" B & B �O SR S in a reticulata 'Ivor Silk' Ivor Silk Tree Lilac 8 1.5" B & 8 EVERGREEN TREES F PP 7 Pin us p arvifloro Japanese White Pine 3 6 1 B & B SHRUBS BT BM Berberis thunber ii atropurpurea 'Nana' Buxus microphylla 'Green Velvet Crimson P m Barber Green Velvet Boxwood 63 41 15" 24" #2 Cont. #3 Cont. CA Clethro alnifolia Summersweet Clethro 60 24" #3 Cont. s7 CL Cottoneoster lucidus Hedge Cotoneoster 56 24" f3 Cont. • EA Eunoymus alatus 'Com acto' Compact Burning Bush 30 18" #J Cont. FG Fother illa gardenif Dworf Fother illa 26 18" #3 Cont. JC Juniperus chinensis 'Sea Green' Sea Green Juniper 49 24" #3 Cont. SB Spiraeo x bumalda 'Little Princess' Little Princess Spirea 16 18" #3 Cont. �O SO Symphoricarpos orbiculatus findion Current Corolberr 24 24" #3 Cont. SM Syringo me eri 'Palibin' I Dwarf Korean Lilac 24 24" #3 Cont. CZ5 GRASS, GROUNDCOVER —I— PERENNIALS CS Cortaderio selloono 'Incolmo' Pampas gross 30 18" #3 Cont. GO Galium odoratum Sweet Woodruff 450 114 Ppot Flat s7 HH Hedero helix English Ivy 60 114 Ppot Flat • HR Hemerocallis x 'Rosy Returns' Happy Ever Appster Da ify 150 1 4 Pot Flat LM Lamium moculatum 'Pink Pewter' Creeping Lamium 500 1 114 Ppot I Flat S� \\L4 MN 2 M 6, CL 13 HOLEY MOLEY SAYS "DON'T DIG BLIND 0 al Z Q Ln LLB O �� t N t I I I t► l u i i i iii gER T -i1STE os%' •� ` F, �'F . t<\ N0. PE19500260 STATE OF 4.1j %��'��(` • AND I ANP. � ��\\ / 0NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering IT'S THE LAW" � CALL 2 WORKING DAYS BEFORE YOU DIG o :0• .. s7 cn CALL TOLL FREE ASSUMED NORTH PER •• •. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUN9, • 6w �_�, A'� 1 , LOCATION SERVICE WORKING ct I • III 0 al Z Q Ln LLB O �� t N t I I I t► l u i i i iii gER T -i1STE os%' •� ` F, �'F . t<\ N0. PE19500260 STATE OF 4.1j %��'��(` • AND I ANP. � ��\\ / 0NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C � o cn H� ct co w F•-�I cd Cd �O . w w0 CZ5 ^--+ w Cd w w CO CO O C DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PROJECT NO.: 06/30/05 PRUNE ONLY CROSSOVER LIMBS, CO– DOMINANT DRAWN BY: CHECKED BY: LEADERS, AND BROKEN OR DEAD BRANCHES. ALF SHEET TITLE: SOME INTERIOR TWIGS AND LATERAL BRANCHES DETAILS r v MAY BE PRUNED; HOWEVER, DO NOT REMOVE XREF: S: \1211 \016 \dwgs \1211016t.dwg C\2 cn XREF: S: \1211 \016 \dwgs \12110161– COPY.dwg THE TERMINAL BUDS OF BRANCHES THAT XREF: I: \TSC –LDT4 \Blocks \Seal– RD.dwg SHEET NO.: EXTEND TO THE EDGE OF THE CROWN. '—' STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL 2 5 L801 t 80t LM WRAP TREE TRUNKS ONLY UPON THE �O ,0 Ct APPROVAL OF THE LANDSCAPE ARCHITECT. co SEE WRAPPING DETAIL e trot MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAI THE TRUNK FLARE IS VISIBLE AT THE TOP TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. OF 'THE ROOT BALL. TREES WHERE THE TF 'JNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTE . SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. �) GRADE OR 25 -50 MM (1 -2 IN.) 2400 MM (8FT.) DIAM. PREFERRED HIGHER IN SLOWLY DRArNING SOILS. w , 200 MM (8 IN.) 75 MM (3 IN.) MULCH. DO NO PLACE MULCH INN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED –FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." TLLPI I— 100 MM �4,IN.) HIGH EARTH SAUC R BEYOND DE OF ROOT BALL. I— I)J =1J. Jj– REMOVE ALL TWINE, ROPE AND WIRE, AND i i i �� BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR P -ACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING H LE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL I BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. TREE PLANTING DETAIL FOR B &B IN ALL SOIL L8O1 SCALE: NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT BY ANY PAVING OR GRATING. TWO– WALLED PLASTIC SHEETING OR TREE SHELTER MATERIAL APPLIED FROM TRUNK FLARE TO FIRST BRANCH BIODEGRADABLE PLASTIC TAPE APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER – 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER – 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 3 -240 x40MM(1.5x 1.51N.) F HARDWOOD STAKES OR OTHER o APPROVED STAKE MATERIAL 0 A-A cc ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. .*961�j V THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN, 4" HIGH EARTH SAUCER NOTE LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW ES 2 TREE STAKING DETAIL, TREES 3" CALIPER OR LESS rT TREE STAKING DETAIL L801 SCALE: NOT TO SCALE L801 SCALE: NOT TO SCALE BREATHABLE FABRIC TREE WRAP APPLED OM TRUNK FLARE TO FIRST BRANCH. WRAP PA ER FROM THE BOTTOM UP WITH SUFFICIENT 0 ERLAP TO COVER ALL BARK. BIODEGRADABLE PLASTIC TAPE. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. 4 TREE WRAPPING DETAIL L801 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 113 OF ROOTBALL e Q 3" SAUCER FILLED WITH SHREDDED BARK MULCH EXTENDED 6" FROM PIT BACKFILL PER SPECIFICATIONS 12" MIN. SHRUB DETAIL L801 sC.,.e Na, TO sC.,,.E � a r w W EXISTING SU SOIL OR COMP WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER – 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER – 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C, TWIST WIRE TO TIGHTEN TURNBUCKLES FOR THE 150 MM (6 IN.) CALIPE 750 MM (30 IN.) LON WOOD STAKE. ALL STAKES SHALL BE THE EDGE OF THE ROOT BALL. ;ING OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, LLED PER MANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER L801 SCALE: NOT TO SCALE 6" VARIES on w 0 0 Q TYPICAL SPACING 3" SHREDDED BARK MULCH ° ` °`� � "' ►° FINISH GRADE J _ BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR 3 ' A COMPACTED BACKFILL GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE NOTE: FOR DETAILED REC RELATED TO THE PLANTIN 'N THE IMPROVED SOIL, 'TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL ?ASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOT BALL DIAMETER LL WITH EXISTING SOIL. )Y LOAM SOILS, ADD 20% ' VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. AVATED OR ACTED MOUND UNutK THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27 %: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 6 SOIL IMPROVEMENT DETAIL IQL801 SCALE: NOT TO SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 500 SQUARE FEET. 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES — PER SPECIFICATIONS (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3" SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED BACKFILL EVERGREEN TREE DETAIL L802 SCALE: NOT TO SCALE HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 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. 0 w ��\x � R ITirrrr ~ ~� 0 GIST, � s� No. - r PE19500260 Oz- STATE OF /ND I ANP F - - SS/0NAL u�nrrnultnmu�� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: o � DETAILS r v XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg C\2 cn XREF: S: \1211 \016 \dwgs \12110161– COPY.dwg XREF: S: \1211 \016 \dwgs \From Woolpert \woolpert –r XREF: I: \TSC –LDT4 \Blocks \Seal– RD.dwg SHEET NO.: > .. ' '—' M �O ,0 Ct co �) w C U Q � rn w W CIO w o 0 cn U DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE DETAILS DRAWING FILES: S:\1211\023\dwgs\L101.dwg XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \1211016t.dwg XREF: S: \1211 \023 \dwgs \Title1.dwg XREF: S: \1211 \016 \dwgs \12110161– COPY.dwg XREF: S: \1211 \016 \dwgs \From Woolpert \woolpert –r XREF: I: \TSC –LDT4 \Blocks \Seal– RD.dwg SHEET NO.: LANDSCAPING PART 1 - GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including Conditions, Specification Sections, apply to this Section. 1.02 Summary A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. 5. Excavating and backfilling for trees, shrubs, ground covers and plants. 6. Removal of all rock encountered while installing drainage pits. 7. Placement of satisfactory fill and topsoil and final grading shown on drawings. 8. Topsoil and soil amendments. 9. Fertilizers and mulches. 10. Stakes and guys. 11. Initial maintenance of landscape materials. B. Description: This work shall consist of furnishing, transporting, and installing all plants or other materials required for: 1. The establishment of landscape plantings community. 2. Post - planting maintenance until released by the Owner. An inspection will be conducted within one year of substantial completion. The Owner reserves the right to withhold the final 10% of contract amount until final acceptance inspection for complete job. 3. All remedial operations required to fulfill Contractor's obligations of these Specifications, the plans or as reasonably directed by the Owner. 4. Provide all exterior planting as shown on the drawings or inferable therefrom and /or as specified in accordance with the requirements of the Contract Documents. 5. These specifications include standards necessary for and incidental to the execution and completion of planting, including hauling and spreading of topsoil, and finished grading as indicated on the prepared drawings and specified herein. 6. Protection of existing features. During construction, protect all existing trees, shrubs, and other specified vegetation, site features and improvements, structures, and utilities specified herein and /or on submitted drawings. Removal or destruction of existing plantings is prohibited unless specifically authorized by the Owner. 1.03 Applicable Standards: A. Avip_!I, ui 1 (,fi�ooul S1(,-I, u,c', icy T,u� ;: