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05080040 Civil Construction Plans Rcv. 1/17/2007 DOCS
ri d 6 0 Z 0 U N 0 U FIX ■ F, 0 0 0 N Z LaJ J_ 3 0 L0 U) 0 e� s W ED 0 I a 0 W 0 0 0 a U Ln J AMID �o 6�a �� � Q� � ����� [c))HaG`�� � I TIPTON COUNTY LOCATION MAP CONTACTS - PUBLIC UTILITIES - JOHN SOUTH Hamilton County Soil & Water Conservation 1108 South 9th Street Noblesville, IN 46060 Telephone: (317)- 773 -1406 Fax: (317)776 -1101 Email: john- south@ioswed.org BILL AKERS Carmel Clay Communications 31 First Avenue NW Carmel, IN 46032 Telephone: (317)- 571 -2586 Fax: (317)571 -2585 Email: WAkers@ci.carmel.in.us CHUCK SHUPPERD Vectren Energy P.O. Box 1700 Noblesville, IN 46060 -1700 Telephone: (317)- 776 -5535 Fax: (317)776 -5553 Email: cshupperd@vectren.com JOHN DUFFY Carmel City Utilities 760 Third Avenue SW Carmel, IN 46032 Telephone: (317)571 -2442 Fax: (317) 571 -2642 Email: JDuffy@ci.carmel.in.us NOT TO SCALE GREG HOYES Hamilton County Surveyor's Office One Hamilton Square, Suite 188 Hamilton County Judicial Center Noblesville, IN 46060 Telephone: (317)776 -8495 Fax: (317)776 -9628 Email: GRH@co.hamilton.in.us DREW WILLIAMS Clay Township Regional Waste District 10701 North College Avenue, Suite A Indianapolis, IN 46280 -1098 Telephone: (317)844 -9200 Fax: (317)844 -9203 Email: candy.feltner@ctrwd.org TERESA MAGEE %MARK WOOD Panhandle Eastern Pipeline Co. 9371 Zionsville, IN 46268 Telephone: (317)873 -2410 Fax: (317)773 -3204 Email: tmmagee@panhandleenergy.com Email: mawood@panhandleenergy.com MIKE McBRIDE Hamilton County Highway Department 1700 South 10th Street Noblesville, IN 46060 Telephone: (317)773 -7770 Fax: (317)776 -9814 NORM SCHOPPENHORST Indianapolis Power & Light Company 3600 N. Arlington Indianapolis, In, 46218 Telephone: (317)261 -5277 DESIGN SPEED COMMERCE DRIVE - 35 MPH CARVvOL-EL, Pl' A ■ 421 e ■ ■ ° W. 98th St. ■ Beech PI. ■ ■ ■ North Augusta Addition ■ ■ ■ ■ ■ ■ ■ Boone : Hamilton W96thSt. Marion -� 46 5 o^ 0 E w , Dr. ■.I■■■R■■■■■■ ■o. INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 EXISTING TOPOGRAPHY /DEMOLITION PLAN C1.1 OVERALL DEVELOPMENT PLAN (BLOCK C) C2.1 SITE PLAN C2.2 GRADING PLAN C3.1 UTILITY PLAN. C4.1 EROSION CONTROL PLAN C5.1 EROSION CONTROL DETAILS C5.2 STORM WATER POLLUTION PREVENTION PLAN C5.3 SITE DETAILS C6.1 -C6.2 SANITAR'r SEWER DETAILS /SPECIFICATIONS C6.3 PUMP STATION NOTES AND SPECIFICATIONS C6.4 LANDSCAPE PLAN, DETAILS AND PLANTING SCHEDULE C7.1 SITE LIGF¢TING /ELECTRICAL PLAN C8.1 MAINTENANCE OF TRAFFIC PLAN C9.1 PLAN DATE: 01/15/07 W. 94th St. Blvd. REV DATE DESCRIPTION SHEET NUMBER CO.1 C1.1 C21 C22 C3.1 C4.1 C5.1 C5.2 C5.3 C6.1 C8.2 C6.3 C7.1 C8.1 C9.1 W. 93rd St. 0 -P a VICINITY MAP IV U I i U Z:)UALt PLANS PREPARED FOR: PR BLOCK C. LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA 46250 PIS 317- 841 -1002 FAX: 317 - 576 -5173 PLANS PREPARED BY: AMERICAN CONSULTING., INC. Architects 7260 SHADELAND STATION Consultants INDIANAPOLIS, IN 46256.3917 Engineers 31 547 -5580 FAX: 31 543.0270 Copyright (C) 2000 -2004 by American Consulting, Inc. FETA ���No. �� \9TER f� .• •G/ * 19900549 :• STAlE CIF AHD IANR••' �4NAL � ACE JOB # IN2005.0710 / - / 23 ` �90 3 IS , 33 . / / 1 � 6'% //c / / ; 'QF /�c � �90 l q� Ss r / / / F �F 1 , ": 1 NS 1��40 3 l / q Ij �4t !v I N // , r �4,��Q, �S%S% / / s� q� -- F ti 1 99 �F /�i / � T1' 0 � °° •9p cep � ,, o, / // . 99 4F FS 1 99 '' IISc� / 9�9 �- SF I I Ii s8 � � // 9 �s � I � I �, . 2�S 2i'A s� < + � \ ;:-- . V I I i �1 F 1 - / / I � s tiT � / / / l I / '� k / � I 1_� 1�1 - 1 / _ •1 ��...� � .� ,� �. 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I - • .. _-,-.• .. .. -- .. �....� ..._... -- �__ I — 30" PANHANDLE EA / , / I- 1 .:.-7 E! ! r _--- -- — --- — `- -MOUNTED N TED SIGN { I + \ = 1 30" PANHANDLE EASTERN PIPELINE — PROPOSED GROUND MO .::. �/ — \ --! r I (APPROVED BY CITY OF CARMEL WITH I t . . 1 / ! ` : ;;'• — �, _ -- — -- -- -- ~- I I 1 EASEMENT FINAL JUDGEMENT; � — / — . a, MEDFORD PLACE (LOT 3) PLANS) I + I - �! ! o { �- � f � %I •`•'•'�• � R !, Q? MR 109, PG 225 { II " o"'��o / '� III + 30 PANHANDLE EASTERN PIPELIN ,� za° 1� I / .. - f! c° oho`° 1 J I I, I I ;;- -.--.ri C-7 / I — — — j__j_ LINE ! ` — a .9 ! -_ ;� 1 •• : v a 30" PANHANDLE EASTERN PIPE -- --• _ - - - - --- - -- -I1 - - _ .� - . - --�! �� — _ _ _ _ _____ _ _____ _ -____ _ — — � _ — _ — _ _ — -- _ _ _ 4 — 0 / : ::z 4'. I .1 _ _ -_-_ — ___ — II (a = " ! I[, I I I f - 5 / 1 �; '= f 1 !! q 100 WI DE EASEMENT (B) BOOK 51, PAGE 595 I I I I t t / ' I l ., . •.. - ! I I ll I \ t •' .! I I ! l -= _ f; f JI /I, I ICI I . F:'- ! :� ! ! __ i! 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REC 51 PG 433 - I I`t r 2 . •, /� y I - , / — .. .. .. .. .. .. .. l / __7;�� - j: It E.:../ � I t 5 M I N I M UM SIDE YARD SETB --� ]ZI____� _ _ _ _ _ _ o _ • .. / � -- I. — - - _ 373.45 -- -- N 55 41 53 E t, n _ - — S53 5317�W t_� f f �-� 222.29 _ _ _ _ o �j -, .:• ,.�. - --. -. 71� _ - -- - ^S52 �i35 W 373.45 0 .: r..7: t'. If / r` .- -:: _// _-_II""""` - __ F .::: . ____ 11111111 14 V4*� -k-2, I o _ :t / . r -- y T N , , r, r� r� Q s r I , Ir I I ! _ ' % 4 w J . Q I s 11 r� _ _ /I\\ _ _ 1 1 �1 l 11 . : . ._:, . 7 �; Lw! .::; 6.e. < ,Zr- !..-. n1i dL . - Ill I . — — I — — — — -- — —_ _. h ::-: I F :w. I? rrfl� — — — —I t I I Nft"-r __� IF - — —_ I / ::; r ''" I I I zl-n E 11" .1 \4 I I I 7:: * i. �i/ \� p I I { I I I l I I 1 1 1 l I _ J --===== ""��_�_��i \�@ I ( I I { l I I I I I I I I C� _- o C Cry C I I I I I I I I I 1 o /` �/ \ \\ - __ 1�� �� ' l I _ . - _ __ - ti \ _ ___ -- -_. d A o O \\ \` / t \ J v �I-�\ I I I I I I I I I I I l l I l I I I I I I ► Fo�j I 1 I I I I \ 1 t `3 k, \ \ ` . �, I I I I I I 1 �¢Q� }- / ;;:-,---,:;;T,-- -� �.',��---I=-- �,...�_ / /� I I I 1 I I I I 1 1 I ! I I I I ! I I I I I I I I ( I I I� I I I I I I 11 \, / O _ I I 1 I I I I I I 1 I I I I I1 �l (f 1 , I l I I I I I lI �'' , 1 I `, \ \ d I I I ! I i I I I I I I I I f I I I I I I I I I I I I �1 I l _ 11 I I i I I I I 4 I I 1 E l l I (t � I I t i t I I I 1 I I I I I 1 I I I I I I I l I I I i +� ' I 1� 1�1 \, • a i \ I 1 I l I I I l l I l I 11 I I I I I I I i . ll 1 I I i! 1I I I I I I I I I l I l 4 ( I I I { I I (- -- �---- } - -I_-- + _"' \ // \ / _ /,/1' / V\ /,� i4 i I i I I I I I I I I I I I I I . I I I I1 •- - . �� r� I l 4 4 1 l _�_ _�_- G-- I-- +-- I-- i---- -I- --} -t� AI s .% OF =1 _____ 0- 11 MMMM ==== _____ LAND DESCRIPTION: LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS PER PLAT THEREOF RECORDED AS INSTRUMENT - #200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE RECORDER OF HAMILTON COUNTY, INDIANA. PARKING ANALYSIS LOT 1 . REQUIRED . RETAIL AREA = 15,000 SF REQUIRED RATIO = 1 SPACE / 300 S.F. SPACES REQUIRED = 50 RESTAURANT AREA = 4,932 SF REQUIRED RATIO = 1 SPACE / 2.5 SEATS 1 SPACE / EMP. MAX. SHIFT . 215 SEATS = 86 10 EMP. = 10 SPACES REQUIRED = 96 TOTAL SPACES REQUIRED = 146 PROPOSED .STANDARD PARKING 141 HANDICAP PARKING PROVIDED ( INCLUDES 1 VAN ACCESSIBLE ) -_ - TOTAL PROPOSED PARKING 5 146 PARKING ANALYSIS . BANK ONE TOTAL S.F. = 41310 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 15 STANDARD PARKING (10'x18 32 HANDICAP PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) . TO'T'AL PROPOSED PARKING 34 PARKING ANALYSIS LOT 3 TOTAL S.F. = 9,190 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9'x20') 29 HANDICAP PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 31 NOTE: 1..Y CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 1— 800— 382— 5544 CALL TOLL FREE INDIANA UNDERGROUND — x._r ti . _ _ Architects ��ti . . - _�_ - I : I',, - -�, -� 4 --_ �j - - �� - Consultants � 3' Illy E�4- S ` ly . .- _: . . . . . . ti�� ... 11 tip`, -_ <- Z. - : Engineers r -� AMERICAN CONSULTING INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.547,5580 317.543.0270 Copyright (C) 2005 - American Consulting, Inc. PR BLOCK C, LLCn 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA - - - - - - I-- � - __1 I - - - - ----I- - - . - _____ _� __ MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CEf�TER COfdSULTANTS I - F ETgy ;$� - - - ,xi- - kwi: - 0 0 : 0. A, No. " "' 0 = � � � 19900549 . STATE df 9.0 0 : / f I� CERT[F[ED B . DATE, 01115/07 DRAWN BY& . BJT CHECKED BYl AF ISSUED FORS DATER ACE PROJECT ca IN2005.0710 iliLE ov���LL DEVE�OPM�I�i PLAN V� � o L1 "'I 1 N 01 01 L6 01 0 N Z Uj (n Z 01 P 01 D Z 0 0 LO 0 0 C14 Z _j U_ 0 't to 0 0 0 r- 0 I-- 0 E; Ld I V) 0 _j 0- -4= . ..... ... MATCH EXIST. CURB b MATCH EXIST. PATH -- ----------- - ---- --------- rn --------- :4 \ --- ------- F _T ooeel ...... • 8' Exist. Asphalt path, ** *00-900 900000000068, F'r IL ...... . ....... . r 0 0 0 * 0 * I REBAR SET T S36006'43ffE At 77.55' _j < - - - - - - - -------- - - - - -- - - - - - -- - - - - - -- - - - ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '.CE DRIVE 440'± LF OF CONCRETE LIP GUTTER I 1 100'TAPER . ...... 150'FULL WIDTH TURN LANE ............. . ...... ............ - -------- ..... ..... MATCH EXIST. CURB RELOCATED SIGN I B I ----------- ----------------------- --------------------------------------------- ----------------------------- 1. ----------------------- -------- ------------ -------------- --------------- q 7 T _4- T I W 7 F7 TT _j f I 0 0 0 0 . . 0 . . . . . 1 0 0 0 a . . . SCALE: 1"=30' 1. 0 0 0.0 0 0 0. 0... 0.. 0 &me. 0 REBAR 0 a 0 0 •dpin 0 0 . 0 . ..... a a 0 0 0 0 0 a & 0 0 0 0 0 B MATCH EXIST. PATH 0 *0 0 0.0 ............ 0... 0. 0 .......... 0.. 0 ... 0.*.*.*. 0 0 0.... 0*0. 0.... 006000.000.* b, - �6 1 SET 0. 0. r, _J W C N36'006'43"W - 694.59' 15 MINIMUM FRONT YARD SETBACK B A 5 ILITY EASEMENT N F I" ELECTRICAL TRANSFORMER q 101_ -I J1 *a B j PIPE BOLLARD (TYP.) V) C; @ ' 20 SPACES =234 50 -e, PE§TRJ)�. IN B X BLOCK ri PAIN TP `%% EO CD J N G- X dolp % cy) iI U) CD C'4 4� I w {R 0:/ ; X 1%% 0 j X z --am - 0 14 4 41 V L0 ! 1 - Uj VICINITY MAP V) NoT.So 27 o28 .' U) I ' 6 A-P k I w I P IN AMENDED BLOCK C OF WEST CAR EL CENTER, AS LOT 1 (0 ww-b INSTRUMENT PER PLAT THEREOF RECORDED AS IN'Sw 1 #200400018514 IN PLAT CABINET 3. SLIDE 373 BY THE I w L0 ► I> O. ► I 00 SFIRE LANE I taw RECORDER OF HAMILTON COUNTY, INDIANA. A-% f- REQ'D. I - I r I z (j \6.51 SITE LEGEND < U) I 1 ` I MM A I I 1 'I I LIGHT DUTY PAVEMENT PROPOSED BU ILDING, 0 -q- HEAVY DUTY PAVEMENT 19,932 S* F* ! _, c6 F-: LIGHT POLE w U, LOT 1 OF BLOCK "Co (TYP ) z V) OT . CONCRETE 5 5.805 ACRES± L .0 - i � I ! : I I I I I I I i LOT 1 270.7 SEE WALK ENLARGEMENT (7 ` (THIS SHEET) (TP.) IVY. �.'I 0 Lfs ! i Y -F HAMILTON COUNTY RIGHT-OF-WAY PAVEMENT ,! 0 1 • l r� i i I I 4,932 SF i 00 @ 1 SPACE / EMP. MAX. SHIFT Iq-I ./ L-Z, • • • • • a •0 0 0 0 9 0 a 0 0 0 TH a 0 9 * * 0 9 0 * - - - - - ASPHALT PA { + ;� IM MONSOON PROPOSED STANDARD PARKING 1 HANDICAP PARKING PROVIDED 5 0:006 0 9 0 50w I I - - I I % % - p , Z , Y' vfM�z z- { .3:: 1 , % le 111"All .1171 L0 7tP--2-' Vn to Lh 3 (2) COMBINED CURB & GUTTER TYPE II LO 40 o < V�> LO I i X (n 04 �b P, COMBINED CURB & GU I ILK TYPE Ili Uj \ (n 0 4.,- X A Ld J B1 COMBINED CURB & WALK V) 7� I I I w I' , '•.. z 1 b CONCRETE L GURU •� �� :2 ee, B co I I I I B @ ADA ACCESSIBLE RAMP, TYPE I 1 8' 1518' 1 4D z -8 151 _8'_ 1 8'_ 1-8'- 1 B U ADA ACCESSIBLE RAMP, TYPE 11 B 0 in F- , 40 A to T A LO ADA ACCESSIBLE RAMP TYPE III -j C-14 z U) < C14 LLJ e 0 le ADA ACCESSIBLE RAMP, TYPE IV LL- U) B 1-- ADA ACCESSIBLE PARKING SIGN i1 I B @ z M w a N 31 PACES Col 9= 27911 ADA ACCESSIBLE PARKING SIGN (VAN) e/ 24'r < STOP BAR PAINTED WHITE lima-, 31 PAC :*S 9'= 279' LO I i B 1 Z I F STOP SIGN w t © X/ lf..% e, PRECAST CONCRETE PARKING BARRIER 00 /* V) 66' < '113 ul 4" SINGLE SOLID LINE, THERMOPLASTIC, WHITE de %>/ l 1 I j . B A B 1 ,., 7- Lj DIRECTIONAL ARROWS, PAINTED WHITE CN 5TRANSITION FROM e- Lp V) ell A `SSA. .� CURB & GUTTER TYPE II e/ Ul > I;- V __\1 TO TYPE III (TYP). Q WORD ONLY, THERMOPLASTIC, MITE B W Z C14 B La< ADA ACCESSIBLE % b0i 00 B I.V w PARKING SPACE V) 0 U') Uj ir MAG NAI I I I" / 1 1 1 1 1 Z� (.0 SET 131 IC PAC LS 9 Z79 W LLJ 0 0 LL, L % w C:) 0- w CD < DO V) 2 0 1 1 SITE NOTES GROUND 0_1 LO zr,- Uj QN LO DRY DETENTION BASIN w z I Z 1 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. < A I V_.: W I Uj 0 LLj "MM U0 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE) //X LA HANDICAPPED ACCESS % 7 -_ f> ,rte -4- 20# a AISLES SHALL BE 4" PAINTED (BLUE). DRAINAG 7 "waft Ln F EASEMENT 0 •3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED 3011 -M--- Iftft. Ile 0_ NCREss/c Camara 4 OTHERWISE. A T GRESS CA S27 Z_J� I,-, SEMENT 005105"E 0 1 ewftft 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE 101 X. e .0000 C� 105 APPLICABLE. CURVE DAT A _jll _j A' CUR LL1 1 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES L L V R =4 15.00' PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 09 0 0 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 87 LF OF- Co 001'37 Z vim N Z =00 1z' CO ® 0 5 Gu CBRG = S31 (0 20 CRCTE7 LIP GU k'54 E I START OF CONSTRUCTION. THE CONTRACTOR SHAH BE RESPONSIBLE FOR ALL # DRA DRAIN GE LLI C = 65.32' EASEM t V) ENT T = 32.76' 1 FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM j \r I - --a C) Uj ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER U) IN 0 IMMEDIATELY. "Mama j ri 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS II Z Vzr 44.1 _-N Nz zi MAG NAIL < < 4i M MAG NA L SET NECESSARY. IN :4 QUMRAN z SET <%\ 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS CL I MAG NAIL -y A MINIMUM OF 4" OF ISET OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE 0 --------- - ------------- - - TOP SOIL. ---- ---- -------- - -------------- F1 J , . . I - k / 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS • WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING A/ CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10 THE rr)r-%P* OF C'VICTIKIf_% ASPHALT MAX/CLIC'MY SHALL 017 PR PE '0 7.66 12 7.66 L WALK ENLARGEMENT SCALE: 1 =10 L L_ I OF_/11L_r_w VY I In NO A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN INDICATED TO JOIN EXISTING ASPHALT. PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKIFILLED WITH GRANULAR MATERIAL. DOCKET # 05080040DP AMEND/ADLS MAX LOT COVERAGE ALLOWED FOR DISTRICT B-3 = 80% PROPOSED LOT COVERAGE = 80% FLOOD ZONE INFORMATION THE SITE DOES NOT LIE WITHIN THE 100-YR FLOOD ZONE PER FLOOD INSURANCE RATE MAP. FOR HAMILTON COUNTY, INDIANA; NUMBER 1805700205 F, EFFECTIVE DATE: FEBRUARY 19, 2003. PARKING ANALYSIS LOT 1 REQUIRED RETAIL AREA = 15,000 5F REQUIRED RATIO = 1 SPACE / 300 S.F. SPACES REQUIRED = 50 RESTAURANT AREA = 4,932 SF REQUIRED RATIO = 1 SPACE 2.5 SEATS 1 SPACE / EMP. MAX. SHIFT 215 SEATS = 86 10 EMP. = 10 SPACES REQUIRED = 96 TOTAL SPACES REQUIRED = 146 PROPOSED STANDARD PARKING 141 HANDICAP PARKING PROVIDED 5 INCLUDES I VAN ACCESSIBLE oil V 146 04 �b P, COMBINED CURB & GU I ILK TYPE Ili Uj \ (n 0 4.,- X A Ld J B1 COMBINED CURB & WALK V) 7� I I I w I' , '•.. z 1 b CONCRETE L GURU •� �� :2 ee, B co I I I I B @ ADA ACCESSIBLE RAMP, TYPE I 1 8' 1518' 1 4D z -8 151 _8'_ 1 8'_ 1-8'- 1 B U ADA ACCESSIBLE RAMP, TYPE 11 B 0 in F- , 40 A to T A LO ADA ACCESSIBLE RAMP TYPE III -j C-14 z U) < C14 LLJ e 0 le ADA ACCESSIBLE RAMP, TYPE IV LL- U) B 1-- ADA ACCESSIBLE PARKING SIGN i1 I B @ z M w a N 31 PACES Col 9= 27911 ADA ACCESSIBLE PARKING SIGN (VAN) e/ 24'r < STOP BAR PAINTED WHITE lima-, 31 PAC :*S 9'= 279' LO I i B 1 Z I F STOP SIGN w t © X/ lf..% e, PRECAST CONCRETE PARKING BARRIER 00 /* V) 66' < '113 ul 4" SINGLE SOLID LINE, THERMOPLASTIC, WHITE de %>/ l 1 I j . B A B 1 ,., 7- Lj DIRECTIONAL ARROWS, PAINTED WHITE CN 5TRANSITION FROM e- Lp V) ell A `SSA. .� CURB & GUTTER TYPE II e/ Ul > I;- V __\1 TO TYPE III (TYP). Q WORD ONLY, THERMOPLASTIC, MITE B W Z C14 B La< ADA ACCESSIBLE % b0i 00 B I.V w PARKING SPACE V) 0 U') Uj ir MAG NAI I I I" / 1 1 1 1 1 Z� (.0 SET 131 IC PAC LS 9 Z79 W LLJ 0 0 LL, L % w C:) 0- w CD < DO V) 2 0 1 1 SITE NOTES GROUND 0_1 LO zr,- Uj QN LO DRY DETENTION BASIN w z I Z 1 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. < A I V_.: W I Uj 0 LLj "MM U0 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE) //X LA HANDICAPPED ACCESS % 7 -_ f> ,rte -4- 20# a AISLES SHALL BE 4" PAINTED (BLUE). DRAINAG 7 "waft Ln F EASEMENT 0 •3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED 3011 -M--- Iftft. Ile 0_ NCREss/c Camara 4 OTHERWISE. A T GRESS CA S27 Z_J� I,-, SEMENT 005105"E 0 1 ewftft 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE 101 X. e .0000 C� 105 APPLICABLE. CURVE DAT A _jll _j A' CUR LL1 1 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES L L V R =4 15.00' PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 09 0 0 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 87 LF OF- Co 001'37 Z vim N Z =00 1z' CO ® 0 5 Gu CBRG = S31 (0 20 CRCTE7 LIP GU k'54 E I START OF CONSTRUCTION. THE CONTRACTOR SHAH BE RESPONSIBLE FOR ALL # DRA DRAIN GE LLI C = 65.32' EASEM t V) ENT T = 32.76' 1 FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM j \r I - --a C) Uj ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER U) IN 0 IMMEDIATELY. "Mama j ri 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS II Z Vzr 44.1 _-N Nz zi MAG NAIL < < 4i M MAG NA L SET NECESSARY. IN :4 QUMRAN z SET <%\ 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS CL I MAG NAIL -y A MINIMUM OF 4" OF ISET OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE 0 --------- - ------------- - - TOP SOIL. ---- ---- -------- - -------------- F1 J , . . I - k / 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS • WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING A/ CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10 THE rr)r-%P* OF C'VICTIKIf_% ASPHALT MAX/CLIC'MY SHALL 017 PR PE '0 7.66 12 7.66 L WALK ENLARGEMENT SCALE: 1 =10 L L_ I OF_/11L_r_w VY I In NO A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN INDICATED TO JOIN EXISTING ASPHALT. PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKIFILLED WITH GRANULAR MATERIAL. DOCKET # 05080040DP AMEND/ADLS MAX LOT COVERAGE ALLOWED FOR DISTRICT B-3 = 80% PROPOSED LOT COVERAGE = 80% FLOOD ZONE INFORMATION THE SITE DOES NOT LIE WITHIN THE 100-YR FLOOD ZONE PER FLOOD INSURANCE RATE MAP. FOR HAMILTON COUNTY, INDIANA; NUMBER 1805700205 F, EFFECTIVE DATE: FEBRUARY 19, 2003. PARKING ANALYSIS LOT 1 REQUIRED RETAIL AREA = 15,000 5F REQUIRED RATIO = 1 SPACE / 300 S.F. SPACES REQUIRED = 50 RESTAURANT AREA = 4,932 SF REQUIRED RATIO = 1 SPACE 2.5 SEATS 1 SPACE / EMP. MAX. SHIFT 215 SEATS = 86 10 EMP. = 10 SPACES REQUIRED = 96 TOTAL SPACES REQUIRED = 146 PROPOSED STANDARD PARKING 141 HANDICAP PARKING PROVIDED 5 INCLUDES I VAN ACCESSIBLE TOTAL PROPOSED PARKING 146 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS, 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF W/FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, 'inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND Ar h i to is %_ = -1 f = -s - Consultants gineers A ERICAN CONSULTING,, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317,547.5580 317543,0270 Copyright (C) 2005 Amerlccn Consulting. Inc. D PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT it AT WEST CARMEL CENTER L CONSULTANTS F Lo � � No. 19900549 � . 0. STATE OF Af � G� ,dG� lC CERT9M B DATE, 01/16/07 DRAWN Vo BJT CHECKED BYs AF ISSUED FOR, DATES AGE PROJECT ca IN2005s0710 --3 SITE PLAN' 13 1- L • 1 . inv =�i: Stubbs J �ne� ,- _ _ _ - - - �' , �- - ---- ____.______________ 1 �,6 -__ �` avert _ _ - - � --- �_ _ -^..- \ -� 4 1 TLQr7 = - - -= == = = = - -.� _-_-__.__________ ___------------------- __--__ Q 11 lt- - -- _��__� 1 -� - -- = J_w� = - - I 0 I I / I , `__ Q TI I \U _ -_ -- - -�i�� _. F��_� -= ----- -- - - - -�- 11 - I I . I �. ,� I I = 24 CONCCU - - ���_._ - -= =;w�_ _ +- ..- ___ -=-= -- - � \ I pvc , I I1 - - - - -- - -- - - -- -� _ � - --- .__ -_- -_ - _ i2 1 1 t � - -I - -- - - ! ' _ - - - - ^ = _ _ " _ _ _ _ ex. storm mom. �T �� I I _ .- - � -- _ _. � _ - _ � _ _ _ - - -- --- _ ex. curb inlet 4- � I - - _ _ _ _ �- -....� -r_ ` - -- -- - - - =1- •�- I- --1= - - - - - - •--I` , mot- NOTE: _ _ _._.. ....._..._, - - ._._ _ _ -. tor-- 893.57 11 1t 1 1 \ v I �� I I ! I I °-I! R UTILITY CONNECT± DNS, CONTRACTOR SHALL inv= 889.72 nw tor•- 892.80 1 \ -- �� �^r 0000::...; :`:r.. FO nj ( inv = 890.70 sw) _ - I y ............._ .. I 1 I I I � inv= 889.07 sw � _ -- ---- - - -�- _ - �'��� _ �- - _r-�- - - t I I I I 11 COORDINATE W APPROPRIATE UTILITY COMPANIES _ _____ __.__ I I I I - - - - - - - .v =f �7 U I _inv = 890.70 _ _ �. _ -_ _--- -- ._-� ---- 1 \ \� I I _ I _ _ ! _1--�- s (ASPHALT) __ _ _ ___ __ -_____ I_ - _ +�u.�_ __---- --- - -- inv= 880.37 se) _�_._ ---- �Ii tt 1 1 \� I __ _ � I .� _� __ .�- .� �, _ -}- - - - -- I I 11 o � 11 11 ___ 1 _______ --__- __________ --- - - -�-r - -__ - _ _ - ___ -_____ _- ___ -__ =_ - -L _ _ -_-- .-_-._ %ERCE DRIVE _ � _ II (ASPHALT) I I 11 ---------- ------------------------- - - - - -- ____ - - - -- --- -_______ __ ----- -•--- ------- - - - - -- ---- - - ---- - _ _ _ _ _ %� ._ I I ______________________________ _ __________________ - _______ ____ ___ - - -- �-__ ___ 'I _- - -�- __ _T__ _ _ __ -- _- _ __ _ _ _ _ _ - -- -� ••0.00••• I ` _ _ _ _ _ �- -- - _ • • • • • • • • • • • • • • • • • • I -�' =--- - - - - -- __ - -- ' r T - - - - -- - - - - - -- -- - - 1 1 -- a _- ______- _- - -- - -� __- -____ _ -_ - --- ___ / -- . 11 . . • . • • • . • . • . • • • • • • • . • • .. • .. -.�. __ - -- -t _I .• ............. U -- -- -- - -- ... .............••.....•..•....... _ - _00_0__0 t ! CO _ - -�1- ... 9000- 0000...- .,.......� ex. curb in I et �� ~� 1 - - Q ....... ............................... I - , I I •..." "'•.•6••.•• ••••••••.••.. Lim ••••••••••••••••• ••••••••••••••••••••. / I _ 9999 -- - +- - 11 1 . ... . 0000. 0000.. .. . . 0000.. 0000. 0000. .. . • . • • • . • ... . 0000. . • .. .. . . . �. . 0000 .. .. . . . , �/ u -' - - - 4- + ex. c ....••....•..•.. .0.00.0.• ............. or =89i .84 I �• I 0 ��� . ............................... _ -I _ Y-._...... 1 1 / I 1 1 / I tor- 894.07 .............................. ......................................... .......}.....................:: .. .............................. inv-- 889.34 ex .autV 1nl�t 0 0 ... ° b / ............. ••......•.•..••.. .........•..................... ................... ................... ....•... 1 , // I I I I 1 + inv= 891.97 .............................. ............................... fj I ........ .....••.•..•.••............ I N. 1 1.® I ��� I REAR ! 1 in v= 890.96 tl o� � � � ®I `°�� ; � ' -- -• O f R / I I I �_ ®� .� :. 1 i I S36 0. 43 SETT I 1 I I I .� � an . �f �'- �::, I I ! �1 mmm� • �� �,,. �� o. ® ® N36 °Ofi'43RW - 694.59' f S ACI< t �t 1 I ' 0 "E - 29. 9' I .al I INIMUM FRONT YARD SETBACK-1i N 5 351 �. I ' POINT OF BEGINNING I I 15 M I , I 15' DRAINAGE AND UTILITY EASEMENT AN E E t1 1 1 _ _ _ 1 E- ' o I 5.805 ACRES± I I I 'T-- o E E I I a _ 0900- ' I 11 1 1 1� 1. _ �_.._._.._..� •-t- -4-- 1 I I .s s I � ll t 1 1 ' I 3 � I I l i . r 1 \ 1 I . till . _ I CONTRACTOR SHALL PRO • I I .. `{ LO I PVC CONDUIT FOR GROUND I I _. 1 I 1 50 ill a 6 M II 1MOUNTED SIGN & COORDINATE I I •. ,� . 1 ! STR. 5 1 11 STM. STIR. 2 1 I I 1 ST M. 1 1 I ul" I 1 " I 'I 1 SIZE OF CONDUIT W %SIGNI I ••.. . NTRACTOR TO PROVIDE I 4 a 11 1 1 I : \I 1 MANUFACTURER I ! 1 I,w 6" GATE - ST 11 1 1 I I __0000. I I ELECTRICAL SERVICE TO PUMP THRUST I A � I ! I I 1 8 "x6" TAPPING ! I I STATION PER MANUFACTURERS � VALVE STM. STR. 1 11 1 I ' BLOCK ' � I I I SLEEVE W 6" ' I . I I SPECIFICATIONS REQ'D. It 1 I; I l l I I i s'� 1 � I I I TAPPING VALVE I I goy 8'W e°� rn 11 1 1 I I \`I I I I I I ,.•--�-%t tIX 1 1 I I I OR III •S- ' I 1 1 I I STM. STR. 6 � - .. � . . . ,��i Ilcp 1 1 1 I I 1 I .. • . 3 I is - 1 I r h7 . 1, 1� I ] ( I It I - - 1 I I 13 I �-- i } c , . 11� ! I i s V. . • . i >w - • 1 1 1 i �Lt . I b r. .- L C. t 11 b Inlet I t l cur ! tl•- . 1 1 1 I I I I I -1 .. . . . . I tor- 894.03 , 1 , - r 11 I l o y 1 �-w 1 inv= 890.13 I { , I r� t I: .r 1 ' Z I I I ' v • ,d .. ,, .► i 11 1 I w I . T t 12 rc I 1> • . • r P•I•V• PROPOSED FIRE r 11 I ' wM �`__ I I • k ME - 1 tt ' I Qom, r I I " --- - - HYDRANT W/6 1 1 I . � I Q I I N� 1 - - _ _ - - _ -- 1 w y ! I '� AUXILIARY VALVE 1 1 11 1 I wo I _1 � 0o IR 1• COORDINATE WITH + 1 "Q" DUPLEX PUMP FIRE DEPARTMENT fi FIRE PROTECTION 1 • R SHALL C t t1 I z aL � I I CONTRACTO I, � ` 1 1 I I. I CONNECTION LINE ASTERN PIPELINE ALL WORK I CONTROL PANEL GAS METER TYP). I- O 1 PANHANDLE E 1 , „ " ( r 11 1 1 ;I � a`t' I Z 0 1Q II PIPELINE EASEMENT. I I W ALUMINUM STAND LOT 1 OF BLOCK C TO SERVICE t 11 ' 'I I a_w ' . I WITHIN 1 I REFER I 1 t W r M !>- I; I � 5.805 ACRES± 1 w U w 1 , I AND PEDESTAL WATER DETAIL #2 SAN. CO I rn 11 1 1 I I Zv I L a z to II I 1 STM. STR. 6A e MOUNT HARDWARE TOC 895.20± r 11 \,i I I ��, �s "i w 0 Ito I. 1 I 1 1 1 I I I 1 , �0-�: P C�P�SED BU Er ER TO SERVICE (NV. 888.48 r tt 0 1� II I I I _ 'DATER DETAIL #1 n 1 I • • �- N Y FOR F.F.E. - 895.25 -35 I v� 1 I 2 �J�J w_ I I I I I I DOUBLE CHECK ASSEMBL 79 OF 6 PVC SDR 11 1 1 °0 - I I I I c� o�' I z 1 I I I FIRE PROTECTION LINE AND SANITARY LATERAL @ 11 1 I I oV_ z �. �' 1 - ``' Wrn 1 I� I . I I I I I FLOW PREVENTORS FOR 1.0% GRADE (MIN). 11 1 ;' t' I --->!� •,� C I 1 :. BACK i r t� I • . O O o I I I I o 1 1 1 -� I- z= - 0 Ij I� 1 I I I I 1 DOMESTIC WATER SERVICE SHALL f �='� 1 I I' I I I I I BE LOCATED 1NS1DE BUILDING SAN. CO. ill< ,--- l I ^ . r 11 l 1 �•--Q� I TOC 895.20± STM. STR. 3 1 1 o f I I �c �°-°�� II I I I I 1 (REFER TO PLUMBING PLANS) 887.66 1' t 11 1 1 wj; I I 1 a o =Qtn 1 I I I I I I INV. 11 I I : m I Z x z l I I I t L►s 1 V I I �_ �, -w3-- II I I: I I I I I 11 1 INTERIOR DROP TO CONNECT - 1 M I I I 1 I 1 P. TO EXISTING MH IN COMPLIANCE u, t 1 I i O I 1 I ,e. - tl � ! 1 � 00 I I . . . . , ► - . .G ` WASTE I o I I I I I I t I 11 W /WEST CLAY REGION A ro 1 I ! , I 1 ► " . : d .. ti *' DISTRICT FOR ACTIVE LuNE TA S . Z 101 M I f I ." ! 0, I' w 50 ..--s- =-•- SH EET 106.3 . O I 3 I _ 1 r-.. -- . . . . t (SEE DETAIL ON ) 1 N. 1 I � ti, f I I . 1 - I .. ,R ,� , ► _ r .> . ., •: r ►: t' . �• ` .' b . M .. '. • ' 1 Q (51 I- % I1 1 I s * . v . `' ' 1 U 1 1 , O w a t � Z I l I I I �n In I ! w I I 1t tor-- 890.67 0 1 1 t ' •4- Z zo I� 1 I I I I, b t inv= 881.72 ne 1 QI I I I I I IQ I + 1 I 11 ` I a.- , V. inv= 881.62 is 1 =� 1 ! ' Opo GV I I I I I j ` Z I I 1 I r V_ Z o NO II 1 ` I I I , t 1 4 1 I CO I O O rv� I ❑ 1 o _ >In ❑ I 1• I I ❑ 1 a 1 I �� ❑ 1 w I- 11 1 I x I I , r 38' OF 6" PVC SDR -35 1 1 i �'" � II I I I 1 0 1 I t � tt 1 1 ,�, � <,49 �,s� Q I 1• I f=' ant - I I I � 11 SANITARY LATERAL ® 1 I r 1 1 1 I LO WU. = li I I Z I I I 1.0% GRADE (MIN). 1 l I I Xcoo I I W m I l 11 1 0_ 11 2 I I I t 1 1 1 I IV) I I 1 0 �_ I STM• STR. 7 , 1 r 11 t 1 1 I I I I 1 Q II I l l 1 � I W1 I I 1 I 1I 1 w 1 i I ' 1t 11 I , ! -1 w I I I 1 1 1 ` I I 1 s Z� II ! I i I Q� 1 �, I I I 1 I � :i ZN Q I t , I I 1 N I W 1 l I I r 11 I �rLy i I 1 1 1 w� w 1, I t 1 ;� 1 I >}.- I t I . II I z°- l 0 1 I I M 1 I 11 I I I WC I� I , 1 1 1 t 1 1 I I I l 2 0 _, I I 11 15 ELECTR I CAL LINE l � 1 I I I 1' I Ill - I °0 I I 1 t EASEMENT t 1 <v I I 1t I I I Q I= I I , I ! j tl w I / , w� 1 1 1 v I 1 1 c� I I I I I I ti I ` ` I I I I 1 1 I I I Z I I! I I I r � 11 1 1 I � �� I I I 1 I I_ I t 11 � 1 I I I II 1 I I I I /-S TM. TR. 1 1 1 I A I I I: ! I, I I I r � ;11 1 1 I I 1 { 66 I I rn 'It 11 1 I I 1 ` 1 1 I I' = I ! I I I I RELOCATE HYDRANT r 1 1t l 1 1 I I- 1 !I 1 I I � Y t 11 l 1 I � y1�s'2,- j I I I = AND VALVE ASSEMBLY STR. 4 '� 1 I , � � � ! 1 I I (COORDINATE WITH l 1 I I- I , I , I I� ! 1 1 I r 1 1 � 1 1 I � N � 1 k\ I, I I CARM EL UTILITIES) l 1 1 I 1 1 I! I I I 1 I r ` I I I N 1 I I 1 1 I 'I '� - -. I I r e It. 1 1 r I , IM v.� r to I I -1 - I I MAG N I I �~ ==` ____ .Z I I 1 t 11 • zocn_ 1 -o -0 I I . I AIL -- 999__9 _ I I ' to - _ 1 •a- I, I ILO I I I- -- l r N Z-___ I I __ 1 `._. �, 1 • 1 �:.= I I I I - - -� ~ ` I STR. N o. 10 11 0 _-� 2 ° �• ' I : I f' ' 1 ".�, ::: , a cn 1 N cn rn 1 t .._ I I I 1 I `---_= -= w ,___ .. .. / 11 orb* cn Z o M_ � I � �J�,( ., _____ I � ' _ I 9999_ __�`,' _ ... ... / / tt �� + 1 v to m'i I I I .,��..�� , �> .01 -___ I I I __` _`- 1 �� V x 1 1 f �{ _ (ASPHALT) w 1 I I - --- �-_ - - -___ I I I _ 9999_ .-.��, / 1t= ���, �, Cr -r Z 1r I = A _ ..� _ -_ _ I �_- ___ �...� t ___ ` 1 I 1 _ -___ I =� ex. c rb r� ��: __ .. ~ - - -___ _ - -_ _ j- 9000. ,,,_ / / 11 : cn 1 o I , t t , /' , II u 1e �,�/ W I ~ -___ _,______I I or�8 2 5 -.. �'' -.�__ _ `.____ C �` --.``„ / / 1t ..� ex. curb inlet 1 1 I 1 I j �� 4 1j/ /� - 1/ I I Z w I I _I - __ -- ____ If ;ny�89 .6 .... �::_ ~ - `-=-1 G 0000 `+� 9900+ / Nm for 892.67 ; _ 1 I � 46 Z` _ _. ___ I 1 I�I I I w I K _� - Inv= 90.1 0 ne 0, 0 -- _ 24-'► 11 m Z in 1 1 I � -. 11 I 1 I I _ 8� 0 sw 30 1NG � 2 RA1Nq - `: COIV t �o ' 1 �r :,. . I I ° 1 I 1 1 `�-,,��1..i __ R_ss1CGR -- __ ° DRAINAGE EAS M -�- C C RB n t1 l w 1 r 1 I I I s, �, E -� 1 1 �, cL -- I I I I \\ \N � �1� ~- , SS EASF '��.:_:.::; X527 Q5 05.E - ENT / f ex- curb inlet �-- rc l 11 m t i 1 I . �. z 1 a- I ex. curb . \ \�r�r �`�%��= ''"'.�-- .,_.�, 608.40► J / II / tor�892.7 -- 1 v r 1 `�, 01 -� o~ 1 I I t 892.'n1 I \\ t l(l �'- - `�'" i f 1 +nv�889. 8- /_ 11 cn 1 Z 1 i I I ._ __ _ ! I Inv�890 fi I I r�� if 1 �\\ - '�'"#' =--"_- ex- curb inl / Inv; -889.6 -_ �-_��` _ 11 1�` 1 I S I I to 1 w I 1 + �� Z' \_ ��'-: ,� _- _ tor_gg2- I 1 ` -` -__�, •-� r*� r' I 1 I I e W Q I I I I # / `�� -Z j/ ��`= ~�' ~ � 15�, R inv= 42 �I_ L , ` -`' - -- __ �-� Z 1 I I I 1 W 1 1 I ��� \ cP 889.57 to / :: __ _ -+ 1 1 I ` ', _ - _ 1 s"�' .,Ir -1 w g - \\ __ n ! I z i O I I I /! , \\ EXI \\ \ -___ � . - -. _ -- ^ 9___ �_ _ ,f I 1 I 1 � 2 rcp I Q z 1 1/ / \\ ST /l�jG / -��~-__ _ 20 ORAtNAG -''' -.: 11 1i `~ ~-' -`-- -- _;___ r I I 1 `~ -"'', ===-- ! I =: =1 1 I - ELECT i l / l� �' ��., -- _- FAS F�tr ' =- -'-- I I 1 I 1 ^ ZI I I , - -�._ \ - ND L �, / 11 I 9999 - ~ - -___ \ '`'_ -.- = = ` _ _9999 9999 -- W Q I , II \ \ .. .i -��i1 a _ -_�ti �� �l T f/ / ' % t�' r ►�) ��'`- -- -� v� ,' %' �S7`.ft" . - - -_�_ ` 11 �' 1 '`"--- - -- �. _ -_ = 1 � --4 =-L 9 999---•-__"" - s I a.! 1 I , �/; \. • • :y :.;` �,/ I , I � , a, � � - .-,;� - ___ \ 1 (ASPHALT) •--- ___= �__- -►__�_ 9999: - _ -__ • \�' M I o 1 I I i�l- " ~ - -1� .. `- 1 / J � /ICI r 1C , /�/ `"'��,��-,� -- -__ 11 X111 :.. �:; I i I S36 °06 42"E - 22 0 _ -� EH I A �, 1 -,-, 1t 1 1 f 1 a. I `O � I I I / /f, T 2 ;-!- � _ �- _ �1 , J t l _ - , j1 ; �%. , �•-\ •�, __ _- _ 0 I ^� . I I ' 7 F L - !NV - 91 LE / 1 �' ,�` � - -`` -_ ::� .41 V �1 , lI , -_ 8 ,� C/t ,� . /N S / III,.,). 'r' -- ~' -- ` �0 ` \ \ - _ ,�; -}-. �/ I I ��� _ CRE C 1 V E , �gg3S , I / 2 / I I ,�,,�; I u NS LO1- \� �� t1 _ �___ 1 _ NA)L ! :- __ .=== h�AG ¢, I // S� _ NV � 889- I r cal �, / /I ��/ �;, ____ MAG NAI MAG NA1 /� , I-- : . v _ 1 I :�, /N 1 Cr OF a'" e <' U tl ex. inlet �'�'�..; SET I ET V_ �� 1, a -~- ` =,_ ��� -- - 9.61 �I l ,� t9. A OC " \ tti -o / �i -___ S , 40 AI L y '/ tc= 892.76 1 �� __ SET I 1 `-_ -" ~ _ 8 / rI % °8 CTj� K Cn inv = 890.16 ____ I 1 _ n v, I �� -- l -,_ - . •= - / / �l hL C l t '1 -_'_-- ---------- _ 9999 9 999-- 9999 -- I e 8 I u / t (( - 1--___ E1; , -_ ,I / - � �, 5 i��,� Ty 0 t l CURVE DATA_ --- ___-- 9999 - - - - - - -- - -- --== =-_ = = == _ 1 x. 1 8 7 \\ EO I 0 ,� _�_ N 11 �,; 11 1 65.38 -- _ __ ____ __ ___ __ - _ \ __ - 1 _ 11 l Cp I � _ _ ` _ _ 'V i I G' L �f .�Q \ . / - - /S ►t R - 0 I 1 ` - I _,_',` _ �`�, - `�; �`�_, ' #200 1NF E I / / _ ,` I /� // `�\ �`,,, S/ � n ` ��� tt 1 = 09 01 37" I 1 Z _ 11 ~ = �I �\ �`�- 400p18SFMFN l / I o ii , ", /::' r- \ ii ti��jr �t z ��, i 'I 11 1 BRG = S31 °35'54 "E I �`N f,�/� 7 11 ( 000.0 f f , � i_' � � ! 1 / / / I � 't . 1d) , ' C �`? ` � �i7 q tt t '` �' �. 3 1 _ j' ((}" , / Li I I i ,,- -�- ';' ..a z I - J Q,` i } Sc p r� �// �,�ya� �/� ` 111 •�U It 1 C 65.32 1 1 3 Cj # (n 1 I "' _�� ,•! ••, ��` �` �� / I Ry"' �/� [O Ca \�`�` ! / / TC�� /U.gJ �� %� // �` /.�' 4 ` tt � ` T = 32.76` �v� n� I Z 1 I r "• �• . • �\ \ ��, / c� C 8 . / !(�y /„ �.% \ l.9a. ` ` t1 i i ,i 11 1 1 I O I , // � / / . ��, �� / / / I ) "� S 9(t �Q � , c5 �/ .. ,,� G ` Ill I St II ' U , 11 / - 1 .'� �. , l . , 0 11 _..::� � ,I . Z U 3 0 0 C v L O i 0 i LO 0 0 N Z i a LI 3 0 to L0 V) m O H_ in w LO 66 0 r- 0 r` qF- 0 H O t_ 0 w P• Q 0 . U) t- O J a NOTE: REFER TO SITE LIGHTING PLAN (SHEET C8.1) AND ELECTRICAL PLANS BY ARGO FOR ELECTRICAL DETAILS. NO ' CONTRACTOR TO VERIFY AND COORDINATE EXISTING ELECTRICAL CONDUIT LOCATION WITH INDIANAPOLIS POWER & LIGHT. or L), - . OTE: BACKFLOW • pD . . . .p PREVENTERS TOn BE LOCATED .. a � - INSIDE D ,..UILDING. R . W � � - * 1. WATER . I . I D jb - . . . . (1) 3/4" WATER of � . 6"- FIRE . METER IN SINGLE PROTECTION t> PIT M TE .� � LINE . D �� v p . . w w . . A THRUST BLOCK T T, I - P-06 . \1 I FIRE DEP RTMENT C\ONNECTI MECH. LL WATER SERVICE DETAIL 41_ SCALE: 1"=1 O' 01 0 NOTE: � 2" WATER BACKFLOW (1) 1 1/2 WATER 39 PREVENTERS TO BE METER IN SINGLE LOCATED INSIDE METER IPIT p. BUILDING. low- 0 I" WATER Y NOTE: CONTRACTOR TO VERIFY SIZE OF DOMESTIC SERVICES WITH PLUMBING ENGINEER PRIOR TO COMMENCING ANY CONSTRUCTION. - __ M . __.. - - __ - - � - I - - - _ � . I --- - - __ .- .... .. I.- . - __ 1. kyll, I.._ OW _ I ;0 DETAIL ii 11 o' 30 60' SCALE: 1"=30' ACE TBM #78 I FI-EV = 898.25 CHISELED "X" S SIDE CONC LP BASE, S SIDE PEARSON FORD DEALERSHIP, N SIDE 106th STREET, E SIDE ENTRANCE, 400± WEST OF U.S. 421. •E -BM #Z00 EI FV = 897.17 CHISELED "X" SW BOLT FIRE HYDRANT, 651± W OFD COMMERCE DRIVE & 500'± S OFq 106th STREET. 500 ELEV = 895.11 ACE TBM # CHISELED "o" W SIDE CONIC LP BASE, 150'± E OF U.S. 421 & 75'± S OF NORTH It OF TARGET EXISTING TOPOGRAPHY LEGEND -� SIGN EH CURB INLET. • INLET o STAND PIPE V FIRE HYDRAiVT -a TELEPHONE PEDESTAL wV WATER VALVE Q SANITARY MANHOLE M MAILBOX POWER POLE pa VENT �a TREE (0) DRAINAGE MANHOLE 92 BEEHIVE INLET a INLET `�& SPRINKLER CONTROL VALVE '�V\ PINE I • POST PROPOSED GRADING LEGEND 9999- G 9999 GAS LINE --- E --- ELECTRIC LINE T TELEPHONE LINE WATER LINE GAS METER G# w AN ELECTRICAL TRANSFORMER . p© VALVE GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ' 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR`S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A M EDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SU.BGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. I . 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. - 13. ALL WATER WORK TO CONFORM TO CARMEL UTILITIES STANDARDS. CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 -382 -5544 CALL TOLL FREE . - INDIANA UNDERGROUND - - f }�` kr r f . vXF.. Affehitects - . . . . . . "�_ ----- I f _ _ r .. s =_ }y �% fi it r_ r���}- .r: - r:_= = Consultants r fi. . lL ti - I 11. r. -s r�} �: } 4✓ Y ... rr Y { E� gineers f�fr AMERICAN CONSULTING� INC4'0 7260 SHADELAND STATION - INDIANAPOLIS, IN 46256.3917 317.547.5580 317.543.0270 Copyright (C) 2005 - American Consulting. Inc. PR BLOCK C LLCs 8463 CASTLEWOOD. DRIVE INDIANAPOLIS,. INDIANA - - -- 'IMAP LECREST COMMONS CLOT 11 AT BEST CARMEL CENTER - __ - - - - I __.� - - --- - -_ -- - I- - -1 QNSULTA�TS . __ . - . . - - __ � i7- -_ I ___ � - - - - I i I _l __ __ - � -] . 44 F EIA1.1 • •......... • ••' 615TFR •"G' . • * : • . . . . 19900549 . • . • • STATE OF - 0000... •• Al- . CERT[ T( I_z --- - - - - DATE, 01115/07 DRAWN BYE BJT CHECKED BYE AF ISSUED FOR, DATEI IF ACE PROJECT c, IN2005.0710 UTILITY PLAN .. - -1 - � { = - - =r__T i 1 Ikk - ,. r, I I ,=I== - -_A�=- --- -- - - �-j I I.k��-t%-,, lt��. ='=_--= - 1_=�_= r I == - ==;e!��- - I I £ _ _____ : _ , I f . =tiy I I I I I = -'. _4�w�77�H I L I I I I_ _____ _ _ I __ = = - ---- ���� --- �_ - - - - -. - _17, ;.,_:�`�7_____7�_�� / T' Y -� I I , I I I �e���I __ ____- I/' I ____________� ___� ___� r' r�� - = =� _--= = = =-�__ - - - -- = = = =_ -_ ..,` �_ ".__,� // - �� __ �, o - _. 0 i le Z I 1 f 1 / ,,/' I I + .\ - -- _9a �� Co /V_ . ,' I I &,9,-% �9s__ - . s I � A _ + , l.' _ I / -REQAR i r�_-+-r O `j'_ ,f -- 6k T , f 12" rc e -- , ,, _• It e I# tt ' 3 -C I t,, d , 11 D `+ %.., I , 5 Ii 1 , JJJ 1 _i� 1 II , -` , 11 ' 1 1 1 1 ,� II , ``•, 1 ♦ ' ♦ ` I , \ 1 4 I� 7 1 I 1 1 1 1 , 1 1 X 1%% I \�% I \�\\� f ,- ___�11 1 i I j I -' I g� ....•f. 41 _ ..`, I 14) a , ,/ '- . 2"� , rcp - 1. " I I ,-1t t � 0 •�. W A . , N d 0) w �'• // C 0 6 � / 'K,0 ,, J/ O r- •� Ui 0 N `'H-- F 4 W=_ A ------ _'�__:P, f O F r 'X ,_ F-- t 0 I I Iq,I ; SEASONAL SOIL PROTECTION CHART SAND BAGS 3 1'/2 3' ,1�z 3' - , h Architects _-Z CATCH -ALL STABILIZATION ON Consultants JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. STORMWATER INLET PROTECTOR PRACTICE _ N En ineers F g J fµ -f PERMANENT A * flhffllfl� * M AMERICAN SEEDING - -- — ___ _ - `t X X THE CATCH -ALL IS AN INLET AND CATCH BASIN FILTRATION DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH -ALLS CONSULTING, ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING, AND COULD REPRESENT A BEST MANAGEMENT SEEDING B - - -- B _ _ - _ _ NOTES: in X X X PRACTICE FOR YOUR EPA PHASE 2 PROGRAM. 1. SANDBAGS, OF EITHER BURLAP OR WOVEN C° INC. 11V TEMPORARY C E * I D GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, x 7260 SHADELAND STATION LAYERED AND PACKED TIGHTLY ovERFLOw SEEDING _ / /� // // /// INDIANAPOLIS, IN 46256.3917 STEEL FRAME TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS _ -____ _____ -- ___ -___ _ _ 2. BAGS SHALL BE LAYERED 2 OR 3 HIGH 317.547.5580 317543.0270 FEATURE ON HIGHWAYS AND NEW HOUSING DEVELOPMENTS 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW copyright (c) zoos - American Consulting. Inc. CAN RESULT IN SUBSTANTIAL AMOUNTS OF SEDIMENT ** SODDING * * TO PROVIDE A SPILLWAY FOR OVERFLOW. / / /// /I / /// // DURING A RAINSTORM. TRADITIONAL PRACTICE, USING - - -- � _ _- -- __- - __� -__- - - - - 4. SANDBAGS TO BE USED AFTER PAVEMENT IS X X X SILT SCREENS, HAY BALES, AND FILTER FABRIC UNDER INSTALLED. PRIOR TO PAVEMENT INSTALLATION, 10 10 STORM GRATES PROVIDE ONLY LIMITED PROTECTION. G STRAW BALE PROTECTION TO BE USED. CATCH -ALL WILL HOLD 2 CUBIC FEET OF GRAVEL, SILT, MULCHING _ _ ___ __ __ ___ __` _ 5. SANDBAGS SHALL BE PLACED AND MAINTAINED AND DEBRIS, AND CAN BE MOVED FROM SITE -TO AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM - SITE. A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND X SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE HANDLES B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; SANDBAG INLET PROTECTION x X X FOR EASY PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE NOT TO SCALE PR BLOCK C, LLC. REMOVAL., STAINLESS STEEL BAND . (HEMMED INTO BAG) C = SPRING OATS 3 BUSHELS /ACRE 8463 CASTLEWOOD D = WHEAT OR RYE 2 BUSHELS /ACRE 1 STAPLE PER SQ. YD. 02STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. DRIVE POLYESTER MESH '„ ��. POLYPROPYLENE E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SO. FT.) 10' GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS REQUIRED INDIANAPOLIS, INDIANA REINFORCEMENT '�. ' A. GEOTIXFILTER FABRIC (OUTER LAYER) h (INNER LAYER) F =SOD 300 DUE TO DEPTH OF FLOW G = STRAW MULCH 2 TONS /ACRE 275 CATCH -ALL HAS BEEN APPROVED FOR USE ON MANY MOT ROAD CONSTRUCTION PROJECTS. * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ORANGE SILT FENCE OR 250 C © © MAPLECREST COMMONS ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD CONSTRUCTION FENCE 225 B (LOT 1) AT WE PERMANENT INSTALLATION: COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND NOTE: 200 ST PARKING LOTS, PRODUCE STORMWATER RUN -OFF THAT MAY INCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN TEMPORARY SURFACE STABILIZATION: BASIN SHOULD BE SLOPE 175 C x CARMEL CENTER SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT AMOUNT IN CATCH BASINS OR CLEARLY MARKED FOR LENGTH 150 C 0 MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS, CONCRETE WASHOUT LAKES, AND NEAR -SHORE WATERS. LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP o FT. 125 B C THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH -ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN THE 1/2 INCH. IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF x OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN ORGANIC MATER SUCH AS COMPOST, PEAT, OR TOPSOIL INTO EXISTING SOIL 100 CONSULTANTS BEFORE SEEDING. \ \ \�` 75 A NOTES SCHEDULED CLEANINGS. THE DURABLE REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY \ /�`''l CHANNEL LININGS UTILIZE STAPLE PATTERN C REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON z 50 " " PERMANENT SEEDING INSTRUCTION: - ; \� A B WITH ADDITIONAL STAPLES ON SIDE SLOPES AT THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSURE OF THE GRATE IS MINIMAL � �� 25 B PROJECTED WATER LINE. CATCH -ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS SEE B12 ON SHEET C5.3. '0 \/ STAPLE PATTERNS APPLY To ALL NORTH AMERICAN GREEN THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE i` ;,, . �� ,� ; it \ \!` -.`` 4:1 3:1 2:1 1:1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY STRUCTURE CASTING.��f}'��V'_ ��iC „�:: ,/, LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. '(v���iCv., \ SLOPE GRADIENT ` / \\ AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE GRAVEL PAD ���`JcJ`'�r�'4 ' �`' '�� OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE e, Jc�c� �` �c ,�.Q PATTERN C SHOULD BE UTILIZED. D2 LAND &WATER RESEOURCE INC. `" � -,- ,`� �` - -. � � SECTION 6" MIN. N°. 2 EROSION CONTROL MAT INSTALLATION GUIDE DETAIL P.O. BOX 20792 PLAN CRUSHED STONE NOT To SCALE INDIANAPOLIS, IN 46220 PHONE (317) 917 -2180 CONCRETE CHUTE WASHOUT BASIN NON WOVEN SPACE POSTS PER FAX (317) 917 -2181 NOT TO SCALE FABRICTILE I MANUFACTURER 1 TOLL FREE (800) 597 -2180 I RECOMMENDATIONS www.d2lwr.com 0 0 0 O O . !r 0-0 . I ........ .. -.1 -- ------- T I I 1 Y • '•..:�. `�: .: -` ;>> , o ' ' ' I —III- - Do 0 �h � . WIRE N f/' / /• PLAN 111 FILTER FABRIC WOOD POST EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN � FLOW 20" ,` ���� APRON l NOTE: f' END SECTION l l ` FETgy /.X. ...•; -.y .r -� � %��, POSTS SHALL HAVE A MINIMUM LENGTH OF ��,..--,ow Rfa.,:G'� 36 INCHES PLUS r - , • • l L POST OVERFALL A SHALL BE WOOD, STEEL, SYNTHETIC, AND SHALL N O. SfiOR M EWER PIPE —I (( I III— BE OF SUFFICIENT STRENGTH RESIST DAMAGE 22 y4 r l r '- I l DURING INSTALLATION AND TO SUPPORT APPLIED `, ; l >..:;•'.� I I f �. (� * 19900549 III LOADS. - r DIRECTION .0 ``� f `}j • STATE OF loll N o:. ;:..... FABRIC ,�_�.��_ X�y FILTER FABRIC -_ - -- CONSISTING ...... �•''• � j FABRIC SHALL BE A WOVEN GEOTEXTILE FA •'••.!!VDU►N OF FLOW ��,:- STORM PIPE - - - -I I -- - - -I I (�- OF STRONG, ROT RESISTANT, / h,f SECTION EXTEND FABRIC & MATERIALS RESISTANT TO DETERIORATION FROM A�. / ; x ,� WIRE TO 4 BELOW " III -III - -- ULTRAVIOLET AND HEAT EXPOSURE. r• 19 _ - OUTLET PROTECTION DETAIL SURFACE _-- II - -1 NOT TO SCALE NOTES: RTD BY IE 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR SILT FENCE CONSTRUCTION CE WELL- GRADED GRAVEL FILTER LAYER AT LEAST 6 IN. THICK NOT TO SCALE GENERAL NOTES 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER- RESISTANT RIPRAP STONE ° FRAME, TOP FLANGE FABRICATED FROM 1Y4" X 1Y4" X }�' ANGLE. ° AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER WHICHEVER IS GREATER DATE, 01/15/07 N BASE RIM FABRICATED FROM 1}�" X J�" X J�" CHANNEL HANDLES REVISIONS \ TOP OF BANK 3 MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW AND SUSPENSION BRACKETS FABRICATED FROM 1Y4" X Y4 FLAT DRAINAGE STRUCTURE INLET' . FILTER STOCK. ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. -1e-02 ORIGINAL THE RECEIVING STREAM. RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL 50' MIN. DRAWN BY@ BJT TYPE I ° SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN ` 10'R o POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH. CHECKED BY, AF -�- o BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND o Z LOCK. MARATHON MATERIALS, INC. O ' i o o BO O O • � Q o ° Li 0 0'N O O • O O o ISSUED FOR- DATE 0 O 18 ° O �o O a v � C Po PLAN WHEN NECESSARY o O•oo O Q . O �• O o O 0 OO Do O C5 ° WOOD, METAL, OR O O O o 0 a o SYNTHETIC FRAME 4 � o . - 0 ° oTOP OF DAM 4" EMERGENCY o •O 0 ' 31 < p . 000 O• OVERFLOW WEIR >_ O . . 0 0 w ° 3 0. 0. 0 0- v o 0 0 0 0 0 Q�. �• A A Oo o >,. -1 1 O ' i I a •O D i °0 ° 0 0 CC) LO LO b Z °' p O 0 0.. 0 (3�)8 O o '� —° 0 o ° o °p o z [� v BOTTOM OF DAM 0 f" 8 SECTION B B #8 STONE (1 10'R i MIN. THICKNESS) 2' 6" MIN.NO. 2 CRUSHED STONE (MIN BURIED GEOTEXTILE ) FABRIC. 4 °z. MIN. z 3 MAX. GRAVEL CONSTRUCTION ENTRANCE N 3• 3.• NOT TO SCALE 11111111 of ° N A—If ° FRAME DETAIL INOTE: BECOME GREATER THAN 3' AN NORTH AMERICAN GREEN STRAW /COCONUT ADDITIONAL 6" OF SOIL MUST BE FIBER SEEDED EROSION CONTROL BLANKET - REMOVED & REPLACED S150 FOR USE ON 3:1 SLOPES %; ill III II — l ;r. FOR SEED. ' - FABRIC. 4oz MXNLE " " " " to #1 STONE ' I I_ BURIED GEOTEXTILE 6 1 -D 1 -0 6 ACE PROJECT IN2005.0710 ° N 281/4 W x 36" H FABRIC FLAP FABRIC. 4oz. MIN. HEMMED TO BACK OF BAG SECTION A -A COMPACTED FILL X TIMER 8 Y2 MP MAINTENANCE: ° GENERAL NOTES \'. %/ �jrji/ /j 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT, REMOVING / \ \:` \ /` / \ / \:`� \`` CONTROL o FRAME, TOP FLANGE FABRICATED FROM 1Y+" X 1Y+ X V ANGLE. . �. \,� \` `;\ �:. - SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY. ��/ j \�/ /� /j�� /' /: \i�``� / /� /% �� w BASE RIM FABRICATED FROM le X V X X CHANNEL HANDLES DATE REVISIONS � /- /� \/ `/' / \:'•', ` \ , � _ \.\ AND SUSPENSION BRACKETS FABRICATED FROM 1Y+ X Y4 FLAT DRAINAGE STRUCTURE INLET FILTER i; /': %. INLET ���' /' ` / \'� STOCK. ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. -18-02 ORIGINAL TYPE II 2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES, �` %�`�� :� ITL AS SHOWN DETAILS SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT ON PLANS POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH. AND CONSTRUCTION MATERIAL, AND RE- STABILIZE. BANDS TO BE SEEDED &MULCHED PER THE SEASONAL BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND a LOCK. MARATHON MATERIALS, INC. SECTION A -A TRENCH DETAIL SOIL PROTECTION CHART & APPROXIMATE SEEDING DATES FOR INDIANA ROCK CHECK DAM DETAIL _SILT FENCE INLET FILTER TYPICAL GRASSED WATERWAY SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE p SITE NAME The area scheduled for construction is known as "Maplecrest" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located at Southeast Comer of Michigan Road and 106th Street in Carmel, Indiana, at a latitude of 39°56'20 N and a longitude of 86 °14'02" W. OWNER'S INFORMATION Name: PR Block C, LLC Address: 8463 Castlewood Drive, Indianapolis, Indiana 46250 Representative: Mr. Craig May . Title: Telephone: (317) 841 -1002 Facsimile: (317) 576 -5173 OPERATOR'S INFORMATION Name: Not available Address: Representative: Title: Telephone: Facsimile: NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (N01) at least 48 hours prior to commencement of on -site construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 11" x 17" PLAT Refer to Sheet C1.1 A3 PROJECT NARRATIVE This project consists of the construction of the development of Lot 1 in Block C at West Carmel Center in Carmel, Indiana. The development includes the construction of one 22,252 -sft retail shopping center and supporting facilities and infrastructure, not limited to the following activities: removal and stockpiling of topsoil and installation of sanitary sewers and laterals, water laterals, storm sewers, and other utilities. The site shall be paved and landscaped. The drainage plans for the site include a storm sewer designed for conveyance of 10 -year flood discharges to a proposed dry detention pond along the western property lines. Discharge from the proposed dry detention pond will leave the dry pond through a 3.25 orifice. This will back up storm water and increase overall release time. This allows for sedimentation to settle out of the stormwater discharge. A4 VICINITY MAP Refer to Title Sheet Record Description: Lot 1 in amended Block C of West Carmel Center as per plat thereof recorded as instrument #200400018514 in plat cabinet 3, slide 373 by the recorder of Hamilton County, Indiana. A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there are no individual lots on the property. The overall site plan, Sheet C2.2, shows the proposed site improvements. A7 HYDROLOGIC UNIT CODE (HUC) 05120201120080 A8 STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. A9 SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater drainage from the site will be conveyed by a storm sewer to a proposed dry detention pond located along the west side of the site. The existing outlet for the detention pond discharges into an existing storm structure and 15" rcp. A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE No wetlands or adjacent lakes` have been identified on the site or downstream of the project that may be impacted by storm water discharges as a result of the proposed construction activities. All IDENTIFICATION OF ALL RECEIVING WATERS The site ultimately discharges to the Michigan Road culvert which is part of the Park Northwestern Legal Drain. The ultimate receiving water is Eagle Creek. Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER There are no locations on site where surface water may be discharged into ground water. A13 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate Map Panel 18057CO205 F dated February 19, 2003 for Hamilton County, Indiana. A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Pre - construction 10 -year discharge: 3.93 cfs Post - construction 10 -year discharge: 0.42 cfs A15 ADJACENT LAND USE Upstream Water shed: North: Pipeline Easement & Commercial East: Undeveloped Commercial South: Pipeline Easement & Commercial West: Commercial A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS The project site is approximately 5.81 acres of which 2.74 acres will be disturbed by construction activities. Refer to plan sheet C5.1 for the construction limits. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER At this time, grassy cover exists. A18 SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS Soil information from the Hamilton County Soil Survey is on Sheet C5.1.This site has Crosby silt loam and Brookston soils. The suitability of the soils for pavement (local roads and streets) is listed in Table 8 as severe. The on -site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade . with lime. The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on- o site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the foundation system. Remedial treatment may include, but is not limited to, removal of the suitable soil and 1+ backfilling with engineered material 0 Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable to this project. M "' A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS W Locations of stormwater systems: Sheet C3.1 Size of storm sewer: C3.1 Details of storm inlets and manholes: C6.2 A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT co S No off site construction activities are anticipated as part of this project. Q A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL 0 Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in W . accordance with all applicable laws. A22 EXISTING SITE TOPOGRAPHY 0 Refer to Sheet C1.1. A23 PROPOSED FINAL SITE TOPOGRAPHY in Refer to Sheet C3.1. a 81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site: . 1. Structural fill 2. Road Base 3. Plastic drainage pipe 4. Water main pipe and appurtenances 5. Concrete drainage pipe 6. Concrete culverts 7. Precast concrete manholes 8. Rock rip -rap B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES 1. Install construction entrance. 2. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the NOI at the entrance. Add protection measures to existing inlets. 3. Install staging area, fueling station, material storage area and concrete truck washout. 4. Strip the top soil and grade. 5. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets. 6. Start building construction. Install staging area for building materials. 7. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprop outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning. 8. Seed the perimeter of the site. 9. Complete utility installation, curbs, paving and building construction. 10. Install landscaping plant material and stabilize all disturbed areas. 11. Remove all erosion and sediment control practices when areas have a uniform grass cover. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Refer to Sheet C5.1 for location and C5.2 for details. . B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). The location where this condition will exist is on the sides of the edge of the detention pond. The height of the sloped areas is generally less than seven feet. Because lengths and heights of the slopes are small, more aggressive erosion control measures were not considered. Refer to Sheet C5.1 for location and C5.2 for details. 85 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Concentrated flow in ditches will be protected by erosion control blanket. Refer to Sheet C5.1 for the locations of erosion control blanket on Sheet C5.2 for construction details. Straw bales and silt fences will not be allowed as concentrated flow protection measures. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS The contractor shall install sand bogs around each inlet in paved areas and straw bales around inlets in grass areas during construction. The proposed inlet will contain a permanent two -foot sump to collect sediment during and after construction. Refer to Sheet C5.1 for locations and refer to Sheet C6.2 for details. . Straw bales alone will not be allowed as inlet protection measures. B7 RUNOFF CONTROL MEASURES . Rock donuts and erosion control blankets will be used to control runoff in concentrated flow areas. Refer to Sheets C5.1 and C5.2. 88 STORMWATER OUTLET PROTECTION SPECIFICATIONS Stormwater outlets will be protected by riprop aprons. Refer to Sheet C5.1 and C5.2. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade - stabilization structures. Refer to sheets C5.1 and C5.2. B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Proposed stormwater detention ponds are included in this project The detention ponds will provide a sediment removal function in addition to the primary function of controlling peak discharges from the site. 811 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C5.2, within the Seasonal Soil Protection Chart. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: Provide a fast release fertilizer with a composition of 1 lb. per 1,000 sq -ft. of actual nitrogen and 2 percent potassium by weight. C. Slow- release fertilizer for trees and shrubs; granular fertilizer consisting of 50 percent water - insoluble nitrogen, phosphorus and potassium made up of a composition by weight of 5 percent. D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. G. Install erosion control blankets as indicated on the plan. H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1 -1/2 inches loose measurements over seeded areas. I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. J. Refer to Sheet C5.2, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. Dust Control /Off -Site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Sanitary /Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on -site location of said facilities. Water Source . Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals, aints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers rif original container is not resealable, store the Products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the storage areas. Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the Local Fire Department (317- 571 -2600) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan The project supervisor should be notified of all spills. If a spill has the otential for groundwater or surface water pollution, the Carmel Fire Department (317- 571 -2600) and the owner (p317 -841 -1002) should be contacted. If a spill does ollute the surface or ground water, the IDEM Spill Response Center (888- 233 -7745) and the County Surveyor 317- 776 -8495) need to be contacted. (The Surveyor is a contact only if the drainage system discharged into a Regulated Drain.) All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE Inspection Schedule /Reporting All impacted arras, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, names) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on -site reports may be requested by inspections conducted by the local Soil and Water Conservation District. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage areas. Off -site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Soil Stabilization inspections Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection /maintenance practices that will be used for specific controls: 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50%. 3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts) shall be repaired immediately. 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather - related events. Mulch in . high traffic area should be replaced on a regular basis to maintain uniform protection. 5. Sediment Trop: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 7. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 9. Straw Bales: Replace straw bales that show signs of deterioration. 10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety hazard to users of public streets. Modifications /Revisions to SWPPP Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor /subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS Since the entire site is under a single ownership, there are not any individual building lots. Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a retail center. The pollutants and sources of each pollutant normal) expected P Y ex P from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, broke dust, rubber, glass, metal and plastic fragments, grit, road de -icing materials Pollutant Source: Retail building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter.from off -site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti -freeze and other pollutants associated with vehicular traffic. . C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds be in place as permanent features after construction is completed. Although the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental sediment removal function. Oils, grease, brake fluid and gasoline spilled on -site shall be immediately absorbed with products such as perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. C3 DESCRIPTION CF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES Grading and Drainage The offsite areas and lawn areas that sheet drain to the proposed swale along the north and south sides of the site will be seeded and blanketed to reduce the possibility of erosion. The roof drains from the building will be directed by the underground piping to the detention pond. This will eliminate concentrated flow from downspouts that could erode lawn areas adjacent to the building. Detention Pond The site drainage plan includes a proposed detention pond. The site drainage will be directed through the detention system prior to discharge to an existing 15" rcp. Although the detention ponds were not designed as a stormwater quality ponds. They will provide a sediment removal function that is very close to that provided by a stormwater - quality swale. The dry detention pond releases stormwater runoff via a 3.25 inch orifice. Stormwater runoff is backed -up allowing sedimentation & solids to settle out from the encoming stormwater runoff. Topsoil for the dry detention pond will be -seeded with grass and graded; not to exceed 3:1 slopes. Proposed landscape trees and shrubs will be added. These bio areas will act as a natural filter strip to help improve stormwate quality. The vegetated areas will slow the velocities of storm water run -off, reduce sediment run -off, and reduce problems associated with mud or dust from bare soils. Design Considerations Relative to Stormwater Quality As mentioned previously, this project contains plans for installation of post- construction stormwater quality Best Management Practice (BMP) such as the detention pond and the sumps in the stormwater inlets. Biofilters Biofilters are densely vegetated sections of land designed to treat runoff and remove pollutants through vegetative filtering and infiltration. Good Housekeeping measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray shall be maintained. Trash dumpsters lids will remain shut. Trash will be placed in proper receptacles. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and are considered to serve an incidental function as post - construction stormwater quality BMPs. Dry Detention Ponds The location, details, and specifications for the stormwater detention ponds are shown on sheet C5.1. Riprap Aprons Riprap aprons are to prevent erosion. Refer to sheet C5.1 for locations and sheet C5.2 for detail. Grass Strip Grass strips and vegetation will act as a natural filter strip to aide in storm water quality. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the detention pond, swales and inlet sumps, which will remain in place after construction is completed, are described below. Dry Detention Pond The detention ponds will be maintained and monitored to prevent the accumulation of silt that would inhibit its function to control stormwater discharge rates. . Post construction maintenance requirements for the ponds are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and /or seed as necessary. Sumps in Inlets Inlet sumps shall be inspected and cleaned at the end of construction regardless of whether is has reached its sediment capacity. Inspect every six months and clean as needed. Inspect and clean each sump once annually regardless of whether it has reached its sediment storage capacity. . f- " .. }{v_ =. - Architects �- -= = - - f <_ #�- Consultants .- }_ g _ - - F Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 462563917 317.5475580 317543.0270 Copyright (C) 2005 - American Conaulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS elsz F ErA\STE !�� .'•. / No. *. * 19900549 * �• SA E OF �� /.�`ONA1 J / I I /__ � ///a � i . *I r MTM BY DATE OV15107 DRAWN BY, BJT CHECKED BY• AF ISSUED FOR- DATE- ACE PROJECT 61 IN2005.0710 STORM WATER POLLUTION PREVENTION PLAN C 5 93 3 1 TACK COAT± Architects 2.35" 100 f 10' -6" OF CURB O " " TP 6 OR 8 20 Consultants. _ _._ _0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (REFER TO ARCHITECTURAL TOP OF PAVEMENT _ NO. 11 SURFACE T PLANS FOR DUMPS O O O O O O O O O O O O O O O O O O O O O O O ENCLOSURE DEA N No. 9 BINDER « f � e Engineers O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t t 1 I I EdEI 0 0 0 0 r O O O O O O O O O O O O O O O O O O O O O O O °° ° J e °° `�° :° v' :. O O:o00! : o'o �'� �i0v.. _ Y • ° . Q. °..� -° - :�c'� °a�0 -J0.a �. oo�o�.-•a Q AMERICAN �, ° 4 �F a. I I I I I I I t I I o 000.0 b"Q- �`o:o0% - 6:0*0pao..o iA COMPACTED AGGREGATE No. 53 STONE ���� _ _ CONSULTING O O O O O O O O O O O O O O O O O O O O O O O r� s- G' O O O J ° ° , ° {G G O_C' U �O OC7.- - a` OQ �''O_O.:O O O O O O O O o 0 O 0 O 0 0 0 O O 0 0 0 o N ° °° ° ° Y °« L ° VARIES w /TYPE BOTTOM -1 I I ---III =I I L =III =I I I =III =I Y 4 I =! - I -I - _ 11- INC. A . OF CURB OF CURB I -� , I -, I I -,III, ;III I I =I I -�, I -III- - EXISTING COMPACTED GROUND O O O O O O O O O O O O O O O O O O O O O O O CV O O _ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '' • TRANSVERSE a° J - Q .. EXPANSION JOINTS TRANSVERSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 7260 SHADELAND STATION ° ^ " ° �. a . ; .. ° ' ° .; ` � • � : <. CONTRACTION JOINTS 0 0 0 0 0 0 0 0 0 ° ASPHALT PATH SECTION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Q� �� °� °' 3° °= a INDIANAPOLIS, IN 46256.3917 O O O a J 317.5475580 317.543.0270 4. 00000000000000000000000 ° ° CURB JOINT DETAIL NOT TO SCALE Copyright (C) 2005 - American Consulting, Inc. O O O O O O O O O O O O O O O O O O O O O O O _ °e NOT TO SCALE TACK COAT 0 0 0 0 Y .Y 4' -0" MIN. VARIES WITH WIDTH OF RAMP 0L SPALLING J J � Y . _ : � . °� ° •�, .'° TOOLED i3 WIDE, DEPTH - PREMOLDED FILLER � in NO 8 BINDER APPLY ANTI ° Y • .° ° J 9 4" CONC. SLAB W/ COMPOUND TRUNCATED DOME PLAN VIEW : , Y 4 ° ° „ 1 2" b G�° °.ono x;0000.$. °o:� ►� N0.5D STONE b Y ° ^ ° - BROOM FINISH 6 " / 0....00 0.�.� . • �� �0. :� 0 N _ � z °` BROOM RADIUS - TOOLED _ TRUNCATED DOME SPACING J ROUND EDGE 0 ° - e' 6x6 W1.4xW1.4xW.W.F. �J� NOTES: 0.4" J ' ° ° J ° °`r' ��r� U�00� r N0.53 STONE 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. A ` = 4 A VARY WITH WIDTH OF RAMP. : i ~/ (� - PR BLOCK C LLC. 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND �° 'r--�� r-� r-��- -� ° ° a v-\. ° Q, cfl t /� ��1J_b �' NO.2 STONE BE 2 FEET REGARDLESS OF SECTION WIDTH. N E ° ° J' Q '� PAVEMENT EXPANSION JT. _\ _�_ 3. LENGTH OF DETECTABLE WARNING AREA SHALL 0.2 ; ° ° ° ° G °�O ° �° ° ' " - - Al�' J �� $463 CASTLEWOOD 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. ° - _ ° e ° a o �, 25 -0 O.C. -I 1 =1 I I-I I 1 -I I 1 =1 I 1 =1 I I -I I I =I OMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF " ° ° J _ I I- 1 t -11 _ - - _ 6" COMPACTED &WELL .. Y . ao � �7�� o °� °c ° � ��;�, � -\. � , , -� - --! I 1 -III I i I I, : 1 � I; I 5. DETECTABLE WARNING D 0.9 y° -� , , , , , ;- DRAINED SUBGRADE TO BE DRIVE -- ° IIII�III�, OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. - ` "' 'a °' a -! I = i -1 I- I- -� COMPACTED ACCORDING TO ° Y' .. °y = _ -, _ 1- I - - -_- _ ._ - CONIC. SLAB ON HCHD STANDARDS AND INDIANAPOLIS, INDIANA 6. DECTECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. ° - - (CATIONS TRUNCATED DOME SECTION ° I III I ' I P GRANULAR BASE Y J < t , I SPECIE 7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. °, o c v I i I' I I -II I I i ! - • = N �1/2N C _ D 0 C u : °,' ° Y t - HAMILTON COUNTY HIGHWAY DEPARTMENT TRUNCATE D ME ° ° GRANULAR D SS- ° Y ' J 'Y .l a F1 LL RIGHT OF WAY & EXTERIOR SIRE COMMONS �, MAPLECREST COMM PLAN AN CRO SECTION_ ° NOT TO SCALE 6" o ° o ASPHALT PAVEMENT SECTION o 0� NOT TO SCALE (LOT 1) AT WEST 10' -6" 10' -0" v O -6" CONIC. DUMPSTER PAD -4" CONIC. #4 REBAR (CONT.) CONTROL JT. CARMEL CENTER REACTION PAD T TT TACK COAT 5' 2" 2° 2" BIT. PVM'T. w OP & BOTTOM 5' -0" O.C. - - I 4" YELLOW LINE 2' YELLOW LETTERING (�) (WHERE SHOWN) 0.3" - _ �T- � T � � -�" � N011 B SURFACE - � �- sxs -s 6 wwF COMBINED CURB &WALK DETAIL No.9 BINDER CONSULTANTS / ¢- T _- �4- ( M 2' -0" 8" N -A NOT TO SCALE �a { - _ �--- -� 2-#6x9'-8' @ 4 o.c. SECTI ON A 0 o : '_ `: ��r? �,0a0'o = N0.53 STONE CURB PAINTED YELLOW) COMP. AGGR. BASE S D ( D �ti. `a 0. ca:o:01"., ,�: ..0 00 o DETAIL OF RAMP GROOVES MP TER PA DETAIL ,� "Q' '590- P, 0 o`'. 4 FIRE LANE STRIPING DETAIL FOR TACTILE WARNING NOT To SCALE o, �>U�o o No.2 STONE _cT NOT To SCALE PER INDOT STANDARDS = -�,1 NOT TO SCALE �--- �7-, A C F F 6" COMPACTED & WELL CROWN CAP W/ CON DRAINED SUBGRADE TO BE 1" ABOVE TOP OF PIPE m COMPACTED ACCORDING TO HEAVY DUTY ASPHALT GEOTECHN ICAL REPORT BY H 1 SIDEWALK (SEE SHEET PAVEMENT SECTION G G C2.2 FOR DIMENSION) ATC &ASSOCIATES NOT TO SCALE BOTTOM EDGE OF RAMP CURB RAMP TO BE FLUSH WITH 6 "0 STD. STEEL PIPE RED BACKGROUND o c BOTTOM OF CURB (REFLECTING) iII ° _ •� 2.0% (max.) GALVANIZED &PAINTED, � e° in SIDEWALK I1 I- . o' °° _t ., I FILLED W/ CONCRETE. III 111 1 111' I I I , - _ = _ = = - - = = = _ PAVEMENT = TACK COAT =_ = -- ° WHITE LETTERS y" w (REFLECTING) w H 1/2 PREFORMED 2' -0" 0 x 4' -O" OR 2' -0" x CL _......_............. _- .._,............ - .- ........._ ....._._- ..._......__...__ __ _ __....------- -...__ - ..__..._...._ NO. 11 B SURFACE JOINT FILLER 2' -0" x 4' -0" CONC. FOOTING. a o Q \ �, �\ t� ''� ��� \ \ iv NO. 9 BINDER SECTION L -L ' w _ Ld 6 -g SLOPE CONCRETE 1 ABOVE � N N0. 53 STONE N0. 2 STONE N & FINISH W/ STEEL TROWEL =1l �)� t-` �`'�� ��. � O f]f - . LAN SIDEWALK 6 -0 VARIES 6 -0 SIDEWALK�� P = SLOPE 12:1 max. 5' MIN. SLOPE 12:1 max. m O( > ( PAVEMENT - III =1 I� =I 11= III =1 I l =! 11 =1 I I= III =! i 1 =III -I BOTTOM EDGE OF RAMP 51-0" 1' -0" TO BE FLUSH WITH WHITE BORDER ==1 I ----I GUTTER FLOWLINE ° (REFLECTING) DRAINED SUBGRADE D & W L BE 4" ° Y �.IGHT DUTY PAVEMENT COMPACTED ACCORDING To r. PAVEMENT =__ _- __- -_ -___ - SECTION K -K °. ° ° NOT TO SCALE GEOTECHNICAL REPORT BY ^: COARSE BROOM • ATC &ASSOCIATES FINISH i; ° ° `'CI MOUNTING HEIGHT - 7' ABOVE GRADE. RAMP GROOVES L 4I °Ik R� -� L6" �( K _ * REDUCE SPACING 40% TOOLED CONT. JTS. 1/8- 1/2 PREFORMED SIDEWALK ° III: DIMENSIONS (INCHES WIDE, MIN. 1" DEPTH FETigy JOINT FILLER L!C:01) llill __ I Iiiiiii�lliil; ilill112.11itl - a= :,I� I�i2aliii SIDEWALK I= i I I SIGN A B C D E F l �;��,G EO••.• / 4" CONIC. SLAB W 6x6W1.4xW1.4 W.W.F. ..••' �STEIP' in�-rrrrr-ri - - i ' I I ° ° -) BROOM FINISH OR PATTERNED COLORED CONCRETE .,� �����II�I����� „aa ��III����I�� - r 3 APPLIED CURING COMPOUND SECTION H -H i ° r BIKE 18 �/a s sc 3 7 /4 =I WHERE SPECIFIED. CONT. JTS. 5 -0 O.C. MAX. Noe ° MIN 24 �/8 8 8C 411 VARIES BOTTOM EDGE OF RAMP ��'- - _ * = 19900549 SIDEWALK 61-9" TRUNCATED DOMES L I I = -I STD. 30 3/4 10 IOC 5 12/2 TO BE FLUSH WITH TRUNCATED DOMES & RAMP I - I I (� (( I ; SLOPE 12:1 (max.) :I I I ; 1 =i I (- III - I I I I EXPWY. 36 /8 12 12C 6 STATE OF GUTTER FLOWLINE " � " GROOVES APPLY TO ALL TYPES °.... ..• ... � . , . 6 -0 VARIES 6 -0 L`a-�° .. �!..: .: �a:,i.' . " .,NOIAN..• OF CURB RAMPS SPECIAL 48 1�/4 16 16C 8 20 .�' � �' of °- 4 DRAINAGE FILL "Hill? 2' -0" COLORS `� �3 AL PAVEMENT ADA ACCESSIBLE RAMP TYPE II -- -11E. `=I-�� I ---I - - NOT TO SCALE NOTE: " LEGEND - WHITE ( REFL.ECTIVE) NOTE: EXP. JOINTS ® � =I �= T I I r_ =I I CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0" O.C. ( maximum BACKGROUND - RED ( REFLECTIVE) BLDGS., OR IMMOVABLE _..i I_.. T(ii! I TH I- = T I I-Ti I I.- spacing) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL OBJECTS. CONTROL JNT. I,;,C IF {ITI �I (� I I�_- ( C 6.l SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE STOP SIGN DETAIL SPACING MAY VARY. THE DINT FILLER EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL DIMENSIONS ABOVE ARE COMPACTED & WELL CERTIFIED BY �/2 PREFORMED PROVIDE A MINIMUM OF TWO { 2) BOLLARDS AT EACH DRIVE NOT TO SCALE MAX. SEE PLANS FOR DRAINED SUBSOIL SECTION G -G - - n INDICATED ORNMPL D. 6 STD. STEEL PIPE BOLLARD 01/15/07 ADA ACCESSIBLE RAMP TYPE "I" NOT TO SCALE WHITE PAINT 4" CONCRETE SIDEWALK DETAIL DATE. NOT TO SCALE NOT TO SCALE r SKY BLUE PAINT DRAWN BYE BJT to SAWCUT SMOOTH EDGE 6" 6" 18" CHECKED BYl AF ALONG EX. ASPHALT PATH �S� °�' ��� SS 12" _ :- MIN. _ TOPSOIL 0 �� °�° QQ' 9<� o', - - - - _ _ - 1"R ISSUED FORK DATED CONCRETE Qom. Q - ''" -- ,'' W TRUNCATED DOME _ f RAMP c�k�' O�c ; ' ,�. r 1 , i M� •. DETECTABLE WARNING Da Z �` (SEE DETAIL THIS SHEET) PA N G o \ RAMP GROOVE FOR TACTILE - -, -; r ; . ° °e ° °° . WARNING (SEE DETAIL - �`' . _ - \ _ SUITABLE \ THIS SHEET �� ° °eeeeeeeeee ° ° °, COMPACTED BACKFILL i 4 TYP. IN 4 LIFTS. e e e e \ \ o-` - - y . --'- e 3 O p O U \ 1�• \�� `� . - -`"- �. o oa a ee e e � �Q RESERVED � _ 0 0 0 0 0 0 ° e° 1 GREEN - ILLUMINATING /� _ „ -1I1 1 111 I I � 11 i 1=1 II I I I I I I I I I) 1 =I I =) 11 111 =I I I I I I I I I I 111: ill 000000°o0oor�0 °0o �P`c�5 r - - °=� TAPE (LETTERS) _ - - - n .. L _. -� o G COMPACTED SUBGRADE � o o � 0 0� 0 °0o'�vr� • � , o r 000000000000' �� e _ 0 0 0 o PARK11PIG AS NEEDED o P���s ,,,o - COMBINED CONCRETE CURB & GUTTER (TYPE 11), to 1b. STEEL SIGN Z 0 T(PAINTED) o = NOT TO SCALE i o•_ O a �'�� TAPE SYMBOL BLOCK) ADA ACCESSIBLE PARKING SYMBOL DETAIL PLAN SIDEWALK PAVEMENT ( MIN. 6° 18" NOT TO SCALE SLOPE 50:1 (max.) - WHITE - ILLUMINATING ° PAVEMENT VARIES 6' -6" SIDEWALK }* _ TAPE (BACKGROUND) VARIABLE }�t -3 BOTTOM EDGE OF RAMP SLOPE 12:1 MAX. SLOPE 12:1 (max.) TO BE FLUSH WITH 3 PROVIDE 1" SLOPE AT N TOPSOIL � I ! THE EDGE OF THE PAVEMENT e TOP OF FOOTING IF NOT IN CONCRETE WALK 4,. GREEN - ILLUMINATING - ::.::. - o • 'A'`` 1/2 PREFORMED TAPE (ARROW) PROOFCFENCELDING W �1 2" PREFORMED JOINT FILLER JOINT FILLER / .II II. N R 2 - #3 RE -BAR 6 -8 LONG ' GREEN - ILLUMINATING _ 2 ACE PROJECT a IN2005.0710 co SECTION G -G SECTION A -A TAPE (BORDER) _L__ M 7' -0" 9" 2' -0" EDGE :� SLOPE '/.;/FT. '2 -III- OF PAVEMENT 0 1' -0" 4' -0" MIN. 2' -0" MIN. PAVEMENT (CURB RAMP, TYPE III ) 12 "0x3' -6" CONCRETE ' FOOTING. RECESS FOOTING =� I . • i! I= N °. '' - TME- V V v BELOW CONCRETE WALK 4" �- �_�_ =I. = f '.� . ` ' • P _ * • -- SUITA BLE BLE 1' -0" GRASS 5' -0" GRASS -c_ o %SITE CACKFILL " VAN ACCESSIBLE TO BE NOTED COMPACTED i DETAILS o a FOR SPACES DESIGNATED FOR IN " LIFT -- -.. . I I THAT USE. PV" ( -6 N LONG I I I I I 12 N 5/ 8 � C ST HOLES LI EF;=sECTIONH -H III; ADA ACCESSIBLE PARKING SIGN DETAIL PRECAST CONCRETE PARKING BARRIER COMPACTED SUBGRADE SEGTIOjy C= NOT TO SCALE NOT TO SCALE SS R E "IV" (CURB RAMP, TYPE "III" ) Q ADA ACCESSIBLE AMP TYP COMBINED CONCRETE CURB &GUTTER W NOT To SCALE ADA ACCESSIBLE RAMP TYPE "III" E a NOT TO SCALE NOT TO SCALE J N + w Y - -.-I6" L PLAN VIEW GROOVED END ON OUTLET END TONGUE END ON INLET END D C B =(D -C) W 1_, Z O U N d + a A 0 ° ° 9" a 1 1/2-F 5 N ~� 3" o ° GROOVE (OR TONGUE) TO o BE THE SAME AS ON STANDARD ° REINFORCED CONCRETE PIPE 6' C14 ASTM DESIGNATED C76 0 CLASS "A" CONCRETE LA N LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 ° ( as set out in standard specifications. ) REINFORCEMENT IN THE 'C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 FOR THE SIZE OF CONNECTING PIPE. ( as set out in standard specifications. ) m REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C' PORTION. W THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION T SHALL BE COMPLETELY FILLED SO THAT THE FLOW LINES ARE FLUSH. THE JOIN WITH MORTAR. M IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION s OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED Q CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. ° W w 2" SCH 80 PVC INFLUENT - INV. 889.62 2" CHECK VALVE NOTE.• PUMP DISCHARGES TO BE JOINED IN ALARM - 889.00 COMMON HEADER OUTSIDE MANHOLE LAG PUMP ON - 888.00 FILLET CORNERS WITH GROUT (1:1) LEAD PUMP ON - 887.00 PUMP OFF - 886.00 N SLAB ELEV. 884.50 N P ° . � „�v �l� �`l'•o o as �. o:J U O' 00 . 12” OF #8 STONE BEDDING UNDER BASE NOTES: PROVIDE COMPRESSION FITTINGS TO ALLOY'! REMOVAL OF PLUG VALVE AND DISCHARGE PIPING. DUPLEX PUMP STATION DETAIL NOT TO SCALE ASPHALT z AGGREGATE BASE _ N o�O� po °o°� ob PER SCHEDULE './ t J OK 4 �( p ° ` 40 P.V.C. PIPE (4 ") #$ WASHED - GRAVEL o000 0 0 o OR APPROVED EQUIVALENT c 0 0 �,o t (INDOT STD. SPECS.) 00 C. ' )po cc �ZOp 4; F F I SCOPE PIPE CULVERT C . MANHOLE FRAME AND COVER A* NEENAH CASTING R -1772 OR CULVERT APPROVED EQUAL UNLESS COMPUTED LENGTH OF OTHERWISE NOTED PAY LENGTH OF CULVERT NOT TO EXCEED 12" FINISH GRADE 895.20 CONCRETE ADJUSTING RINGS UTILIZED LENGTH (D) TO RAISE TO FINISH GRADE. KENT -SEAL SLOPE DETAIL 12" C. TO C. NO. 2 BETWEEN ALL RINGS & CASTING 1.3 CANUSA WRAP ALL GRADE RINGS AND w 2._Ow FRAME m ? Q DIA. \ a `roo ASTM C478 PRECAST CONCRETE MANHOLE > SECTION. REPLACE CONE WITH FLAT TOP WHEN e DEPTH IS 5-6" OR LESS � 2" PLUG VALVE - TRUE UNION / 4' -0" MIN. LINK SEAL OR EQUAL 2" SCH SO PVC CONDUIT TRANSITION FITTING (AS REQUIRED) TO POWER SUPPLY PANEL 3' -0" • SECTION Y -Y 151/2- 12" 2" SDR -21 /SCH 80 PVC MANHOLE STEPS AT INV. 890.00 16" MAX. ON CENTER. CONCRETE PIPE TOE ANCHOR (SEE DETAIL SHEET C4.2) 900 BEND 2" SCH 80 PVC INFLUENT - INV. 889.62 2" CHECK VALVE NOTE.• PUMP DISCHARGES TO BE JOINED IN ALARM - 889.00 COMMON HEADER OUTSIDE MANHOLE LAG PUMP ON - 888.00 FILLET CORNERS WITH GROUT (1:1) LEAD PUMP ON - 887.00 PUMP OFF - 886.00 N SLAB ELEV. 884.50 N P ° . � „�v �l� �`l'•o o as �. o:J U O' 00 . 12” OF #8 STONE BEDDING UNDER BASE NOTES: PROVIDE COMPRESSION FITTINGS TO ALLOY'! REMOVAL OF PLUG VALVE AND DISCHARGE PIPING. DUPLEX PUMP STATION DETAIL NOT TO SCALE ASPHALT z AGGREGATE BASE _ N o�O� po °o°� ob PER SCHEDULE './ t J OK 4 �( p ° ` 40 P.V.C. PIPE (4 ") #$ WASHED - GRAVEL o000 0 0 o OR APPROVED EQUIVALENT c 0 0 �,o t (INDOT STD. SPECS.) 00 C. ' )po cc �ZOp 4; F F I SCOPE PIPE CULVERT RIP -RAP TO BE PLACED C ON SIDE SLOPE WHEN CALLED FOR ON PLANS CONCRETE END SECTION A* C* CULVERT E* COMPUTED LENGTH OF R1 PAY LENGTH OF CULVERT END SECTION ■ 12 " 2 LENGTH (D) r w 4 -3 SLOPE DETAIL 12" C. TO C. . w 2 -0 1.3 MAX. SPACING HOOK w 9 800 BOLT DIA. \ ° a (TYP) w 6 � -3 ° e w 121 2 � 1100 / �-1 1/2 "R CLASS 'A" CONCRETE 11' 4' -1" E+ 2T 3' -0" • SECTION Y -Y 151/2- 12" 1300 SECTION A -A 23/4' 11' CONCRETE PIPE TOE ANCHOR 6' -3" DIA. IN. ( M } A* C* D* E* K R1 R? WEIGHHT. ■ 12 " 2 w 5 r w 4 -3 " 6 -2 . w 2 -0 1.3 w 101 8 w 9 800 . 15 w 21 4 . 7 w 4 r -0 w 6 � -3 . w 2 -6 1.5 w 121 2 w 11 1100 18' 21/20 11' 4' -1" 6' -2" 3' -0" • 1.8 151/2- 12" 1300 21' 23/4' 11' 3' -6" 6' -3" 3' -6" 2.1 161/8' 13" 1500 24" 3" 12" 2' -8" 6' -3" 4' -0" 2.3 16 3/16' 14" 1800 27" 3 1 4" 13" 2' -5" 6' -3" 4' -6" 2.6 18 3 16' 141 2' 2100 w 30 w ■ 1 w 6 w r w 2.9 " 181/2 15 w 2400 33" 3 3/4" 15" 3' -6" 8' -3" 5-6" 3.1 23 3/4" 171/2' 4100 36" 4" 17' 3' -1" 8' -3" W -0" 3.4 24 3/16- 20" 4200 * TOLERANCE t1" PRECAST CONCRETE END S U N o NOT TO SHALL a 4" 4" PERFORATED PIPE AND TRENCH DETAIL NOT TO SCALE r SEE PLANS OR STRUCTURE DATA / TABLE FOR TYPE OF CASTING t FINISH GRADE i' 1/2" CEMENT CONCRETE GRADE RINGS ASTM -C -478, MORTAR 4000 PSI) UTILIZED TORAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 ". w 2'-o" J Z M � PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. BARREL SECTION -48" DIA. ASTM C -478 CLASS A REINFORCED CONC. PIPE 4000 PSI ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. #5 REINFORCED 012" EQUAL WIDTH IN 6" THICK WALLS AND BOTTOM WEIR BOX RECESSED INTO BERM SIDE AS SHOWN #5 BARS 0 4" O.C. EACH WAY. BOLT TO TOP OF CONCRETE BOX. i i / I ELV. 893.2 DISTANCE DEFINED V 4" MIN. MIN. 6" TOPSOIL 4" MIN. TO ENSURE GRASS 66" & LARGER GROWTH IF NOT MANHOLE STEPS UNDER PAVEMENT -III III -1 III _ AT 16" MAX. ON CENTER. CURB EDGE OF PAVEMENT, I I . ::. ..:. _Li: GUTTER OR SIMILAR STRUCTURE - {-11 :' -' II- J ° (SEE DETAIL) > ifl PIPE m CAP END OF PIPE PRECAST MANHOLE BC a E o i- SECTION :: ` ; .::.. :..:; ::•: < o GROUT SLOPE NOTE: ALL INITIAL BACKFILL SHALL LEGEND CEMENT BALANCED LIFTS. GROUT 5° ...: a _ �P� ;.:� SHALL BE PROVIDED ON EACH PIPE THICKNESS _ MATERIAL BELOW PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE + /D +2 N o OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. 3" MIN r00 TYPE "J" INLET TYPE "M" INLET COVER 4 BARS 0 6" O.C. NOT TO SCALE NOT TO SCALE 6" "B" BORRO gOTH WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" (-STORM SEWER NOT TO SCALE ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. #5 REINFORCED 012" EQUAL WIDTH IN 6" THICK WALLS AND BOTTOM WEIR BOX RECESSED INTO BERM SIDE AS SHOWN #5 BARS 0 4" O.C. EACH WAY. BOLT TO TOP OF CONCRETE BOX. i i / I ELV. 893.2 DISTANCE DEFINED BY D.O.T. REQUIREMENT 27" & SMALLER MIN. 6" TOPSOIL 30" TO 60" TO ENSURE GRASS 66" & LARGER GROWTH IF NOT �\ (D UNDER PAVEMENT -III III -1 III III III IiI- iI�III III- III-- IIHII =II is MINIMUM. IDTH.. _25 8c + 12 "_ CURB EDGE OF PAVEMENT, I I . ::. ..:. _Li: GUTTER OR SIMILAR STRUCTURE - {-11 :' -' II- IN THE PUBLIC RIGHT -OF -WAY -I I F IF WITHIN 5' OF EDGE OF > ifl PIPE PAVEMENT, USE #8 CRUSHED STONL CAP END OF PIPE OR APPROVED EQUIV. CLASS I BEDDING BC MATERIAL HAND TAMPED OR WALKED :. INTO PLACE TO M IN. OF 12" ABOVE :: ` ; .::.. :..:; ::•: TOP OF PIPE AND "B" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO '= •.,;:�:::,. ::,:t: �,';:.' '::- TOP OF TRENCH. NOTE: ALL INITIAL BACKFILL SHALL LEGEND BE INSTALLED IN 6" TO 12" BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE DEPTH OF BEDDING - INLET IN PARKING LOT MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 4 30" TO 60" 4 66" & LARGER 4 PLASTIC PIPE PVC & HDPE) BEDDING DETAIL NOT TO SCALE MIN. 12' IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND REGULAR BACKFILL TO TOP OF TRENCH. d DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT ............ - -- / / = III — III - -; -_ - :MINIMUM;> WIDTH:_ = ..�`.-: =.,.• . _j EDGE OF PAVEMENT CURB I' I....LI 1 25 BC + 12 / GUTTER OR SIMILAR STRUCTURE = III / IN THE PUBLIC RIGHT -OF -WAY / I 3.25" ORIFICE -J INV. 889.69 POND OUTLET STRUCTURE (STIR. No. 101 NOT TO SCALE IF WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR EQUIV. GRANULAR MATERIAL < Bc COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL APPROXIMATE FINISHED GRADE OUTSIDE BASE HOTEL ALL INITIAL BACKFILL SHALL 15" RCP OUTLET PIPE LEGEND BE INSTALLED IN 6" TO 12" INV. 889.65 BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE CURB SECTION A -A A TYPE "M" INLET (W/ SUMP NOT TO SCALE 20' (TYP. LA 90° 4" PERFORATED P.V.C. • • ifl HYDRANT STYLE AND PATTERN • CAP END OF PIPE TO BE AS SPECIFIED (TYPICAL) 4" PERFORATED P.V.C. s" 2' -0" 6" 6 2' -0" 6w UNDERDRAIN. A — A A — — A SLOPE 0 0.5% MIN. p O PIPE PLAN VIEW - CURB INLET T BURY LINE MARKED ON HYDRANT it TED P.V.C. FINISHED GRADE UNDERDRAIN. - CL SLOPE 0 0.5% MIN. - PLAN PLAN ``'" INLET ° 90° �;. . d (MIN) 27" & SMALLER 3 2' -0" \ o w 66w& LARGER ILIL �\ (D 2 PIPE - 6 6" 3" PIPE 2" PIPE 3" PIPE N o > ifl PIPE CAP END OF PIPE 72 A (TYPICAL) r w 6" 6" SECTION A -A SECTION A -A ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE PLAN VIEW - INLET IN PARKING LOT OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "J" INLET TYPE "M" INLET PAVEMENT UNDERDRAIN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE CLEAN #9 GRAVEL OR CRUSHED STONE BACKFILL TO 12" ABOVE PORTS, AND 12" BELOW BASE OF HYDRANT TOP OF CONCRETE TO BE BELOW DRAIN PORT CONCRETE BACKING FLAT STONE OR CONCRETE = d- N Z X a MIN. ►• Is • D d (MIN) 27" & SMALLER 3 30" TO 60" 4 66w& LARGER 6 MIN. 12" - IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE "B" BORROW COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF PIPE DIAMETER AND REGULAR 1/6 Bc BACKFILL TO TOP OF TRENCH d MOUNT PUMPER NOZZLE TOWARD ROADWAY 0 w U w IZ V) - 6" GATE VAL\ & BOX VALVE BOX WITH COVER (TO BE MARKED "WATER ") ADJUSTABLE ROAD BOX VERIFY & MATCH OPER. HEAD STYLE & "OPEN" DIRECTION W/ WATER UTILITY BEFORE STARTING. (SEE SPECS.) WRAP VALVE WITH PLASTIC BEFORE INSTALLING SUPPOR' OR THRUST BLOCK THRUST BLOCK (3 CU.FT.) . ° ... :: GATE VALVE SHALL BE _ o AMA C -500 OR C -509 � \ /� \\ \ \ \� \� \�� \`� \ \ / / \j MECH. JOINT, CLOW, \ / / % /�� /j�� / /�� /��/��j� /j// �/ / /i; // /i /� KENNEDY, MUELLER OR EQUAL. (SEE SPECS.) VALVE INSTALLATION DETAIL NOT TO SCALE 1 4= -` Architects = r } f Consultants - ` f _ Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.5475580 317.543.0270. Copyright (C) 2005 — American Consulting, Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS � FETgh, No. *� 19900549 ' STATE OF IAN *• - Ai DATE, 01115/07 DRAWN BYe BJT CHECKED BYl AF ISSUED FOR- DATE - ACE PROJECT •■ IN2005.0710 TITLB SITE DETAILS J 0 V) m 0 W to 12 N 0 Q 0 W 0 0 O J Q U N N O J LL CLAY TOWNSHIP SANITARY SEWER SPECIFICATIONS 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2 y sewer PP . Sanitary pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum crosssectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION 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 an 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 inspec tion, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are herby advised that the County Board of Health regulates the operation and maintenance of pri vote 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 Count y 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 acce pted 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 th a building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of the building foundation walls. 11. Additional information on District standards and specifications may be obtained to 5:OOp.m. Monday from the District's office during business hours of 8: 000-m. throu h Friday. All District standards can be located on our web site at http:Y/www.ctrwd.org Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, IN 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. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in P lace at least 30 days. No pipe shall exceed a vertical deflection W deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manhole,3 shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Tre.ich shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. TA131`.>L 1 NIININIUM �PECI 1ET� `I'IMM IfiEQ IRU) I'�al~' .'. t_[ll�. � DROP FOR SIZE AND LENG1 It OP PIPE iNDICN I'ED Fit{ ilii�lim ml 1 etlgtlt fcwr Tutit•f6r 6 D1.' meter Time, VHtlllljwn 1. u rr ��tt sil"1� �,11� Il Tulle for Leng i. (L) Sliwti li, tldn' N !_ 1r:. lTlllt': 'I•till�, �� 1�1ii�11 100 #1 1 011 me f a ti 3sJ0 tl 330 f) 4o1 fl 4 50 f1 4 3 :48 0.360 L 3:46 3:40 3:4kv 3 :16 -: :4'6 3:46 3 :46 3:46 6 5:40 1 0_SS4 L 5:40 5:13 5 :.i!_i 5 :�1[l 5:. «�l 5:11t ;:-1'2 6:2.11 I -- �, � 7 :34 ? 298 1,5201 L 3� 3 4 ^31 �,. 7;3 ^,,3di 8;5- liI -C�8 lj;s4 ' 1 8:? "_3�+ 12.3 # L :?S 9.,-1 9 1 ' > :63 1 i:SZ 1.:31 1'5:44. 17:48 I 92 11'�Ci 1 3.1181 11?41 11:? 11 :i1 1417 17 -ti5 19 :58 }x.-47 75 5 1 1{ 1.1:10 158 ! 5.342 L - 14.10 14A0 t x:48 211 , 3 MA2 x 09 _ 1; 3 5: t� 16.€4 5 1� l,;ta 113 '.i! 2I, I :c 11 #;13 � ;3 31 :03 26:3 _ 11: 1 -1 ► -21 19� 50 1 w4 1(1.4701. 18:60 26:10 34:54 43.3? 5W.2i 61!(r) �cl:43 78, ?1 24 22:40 1 13,6"4 L `''?:47 34:11 45'34 �tV-58 69� 22 `79: 46 51;11) 1t?W;33 27 7S :3r1 ;; 1;`.30 L 28:51 43:1c� 5 :.11 �� r 7 8n:32 10015•, 115:2 2 1 14.18 1 3€3 21 28 :0 2 1, 3 FS, L 9eR3" 53 :26 7 1 :13 89_(18 1 5 164,J-15 3l:lU °Fy, f'ti. `i`? 11 1 °):Cly €14:3 SS: 10 106 :1�� ti:l::lti 151 4:+ 1�' 38 31:f }C� 8<, 30, 1q8 L 1 1:1" ;f:5� 1Cj:;12 1:8.12 1.`.� =803 1 r? ;2� #tl� C11 23 1G WA TER MAIN ? SEWER 10' MIN. 10' MIN. 1 IF LESS THAN 18" 0 OR IF WA TER MAIN lWATER MAIN --' IS BELOW SEWER SEWE . o + IF LESS THAN 10; VERTICAL SEPARA TI ON SHALL BE NO LESS THAN 18'. I 1 1 ( i 2 3 WA TER 1 MAIN CLASS 150 MECH. JOINT • , CAST IRON PIPE � � SANI TAR SEWER CONC. FLEXIBLE COUPLING -J COLLAR { TYP) OR ADAPTER ( TYP ) MIN. CROSSOVER & SEPA RATION REQUI REMEN TS FOR WA TER MAINS & SEWERS NOT TO SCALE HEAVY DUTY LAMPHOLE CONCRETE COLLAR " " CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL BEDDING MATERIAL �`� Z", ✓rr 450 BEND \ \ WYE .�, 1/4D -D \ CONCRETE CRADLE X � / CLEANOUT DETAIL NOT TO SCALE NOTE: CLASS "A' BEDDING TO BE UTILIZED FOR ALL CLEAN OUT INSTALLATIONS (SEE DETAIL) D +8" MIN. CAREFULLY TAMPED d (MIN) 27" & SMALLER 6 30" TO 60" 6 66" & LARGER 6 BACKFILL N iII = 4w MIN. 1 /4D -I_'- � � I I _ � � ► 1 � lil � -;III- i -I - -1 -i T : CONCRETE CLASS "A" BEDDING CONCRETE CRADLE NOT TO SCALE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY IF WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE, AND "B" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. �a LEGEND Bc= OUTSIDE DIAMETER D= INSIDE DIAMETER d= DEPTH Of BECDING MATERIAL BELOW PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT :MINIM UM;;iNID:T1-l:- . "' -" 1 117 `1:.25;Bc•: += '1`2 =" MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT, B USE #8 CRUSHED STONE BAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE, AND REGULAR d BACKFILL TO TOP OF _ TRENCH. NOTE: ALL INITIAL BACK9LL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 6 30" TO 60" 6 66" & LARGER 6 Mal 11;1:61 001 A 11 Mid 114 r1a 1 -4 VOT TO SCALE LONGITUDINAL SECTION TREUM SECTION UNDER PAVEME NOT TO SCALE NOTES: 1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR COORDINATION OF MATERIALS TO BE USED. Clay Township Regional -Waste District 1 #P. ' v,c#rwi e+xer . rg *J317 f 844 - 1'200 ,@� Fax (317) 844 k 9203 August 2000 1s AND SEAL.,' WITH i BOOT N DTF-- a DROP PIPES SHALL. BE OPPOSITE IFIROM STEPS : :* WHEN POSSIBLE, k i $ 10 OF #8 CRUSHED STOLE . 1" STAINLESS. VATH -1/4 R 1 L STA1SS STEEL EXPANS10N ANCHOR AT 2' 'M MUM SPA iNI , (t 1 Ji dU1 OF TWO -- SANITARY SE � � STRAPS NAMVE UNDISTURBED BED SOIL PVC PIPE WITH 90, FILL EXCAVATED ''AC ����•�� �•�+ �' SEND SHALL. MATC OuT DE OF MANHOLE A ,.�r1�! "" �� * � IAINCOMING PIPE AND 4. UNDER PIPE WITH 19 ;... �''""- ;�� �a d*� � . iJS1r'IE� �T�3GLE 'ICI A - �1! " � ta�kT �At:II�# Bi?TTi,1 TO PRCl11ID `SMOOTH FLOW utHimum OF 6` a EACN diANNEL« .TRAI"LSmon SIDE PIPE. I }} I INSIDE NOT TO SCALE Architects Consultants Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 462563917 317.547.5580 317.543.0270 Copyright (C) 2005 - American Consulting, Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS FETA,4 ���• ��ia�5 ?ERE .• •(,''�C� No. * 19900549 STATE OF �NDtA1if`••'' CERTIFIED BY DATE, 01/15/07 DRAWN BY, BJT CHECKED BY, AF ISSUED FOR- DATE- .. ACE PROJECT IN2005.0710 nnE, SANITARY SEWER DETAILS / SPECIFICATIONS C6.3 SUBMERSIBLE SEWAGE EJECTOR PUMPS 1.01 GENERAL A. Contractor shall furnish all labor, materials, equipment and incidentals required to provide two (2) submersible centrifugal sewage ejector pump(s) as specified herein. 2.01 OPERATION CONDITIONS A. Each pump shall be rated 1 H.P., 460 volts, 3 phase, 60 hertz, ':750 R.P.M. The unit shall produce 100 U.S. GPM at 20 feet TDH. 3.01 CONSTRUCTION A. Each pump shall be of the sealed submersible type, Model SK100 as manufactured by Hydromatic Pumps, Inc. The pump volute, motor and seal housing shall be high quality gray cast iron, ASTM A -48, Class 30. All external mating parts shall be machined and Buna N Rubber 0 -ring sealed on a beveled edge. Gaskets shall not be acceptable. All fasteners exposed to the pumped liquids shall be 300 series stainless steel. 3.02 ELECTRICAL POWER CORD A. Electrical power cord shall be water resistant 60OV, 600C., UL and /or CSA approved and applied dependent on amp draw for size. B. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be stripped down to bare wire, at staggered intervals, and each strand shall be individually separated. This area of the cord cap shall then be fitted with an epoxy compound potting which will prevent water contamination to gain entry even in the event of wicking or capillary attraction. C. The power cord leads shall then be connected to the motor leads with extra heavy connectors having brass inserts with a screwed wire to wire connection. 3.03 MOTOR A. The stator, rotor and bearings shall be mounted in a sealed submersible type housing. The stator windings shall have Class F insulation, (155aC. or 311 OF.), and a dielectric oil filled motor, NEMA B design (3 phase), NEMA L design (single phase). B. The pump and motor shall be specifically designed so that they may be operated partially dry or completely submerged in the liquid being pumped. C. Stators shall be securely held in place with a removable end ring and threaded fasteners so they may be easily removed in the field, and must be capable of being repaired or rewound by a local motor service station. No special tools shall be required for pump and motor disassembly. D. Pump shall be equipped with heat sensors. The heat sensor(s) (one on single phase, two on three phase) shall be a low resistance, bi- metal disc that is temperature sensitive. It (they) shall be mounted directly in the stator and sized to open at 120aC. or 130 °C. and automatically reset at 30 -35 °C. differential. The sensor shall be connected in series with the motor starter coil so that the starter is tripped if a heat sensor opens. The motor starter shall be equipped with overload heaters so all normal overloads are protected by external heater block. 3.04 BEARINGS AND SHAFT A. An upper radial bearing and a lower thrust bearing shall be required. These shall be permanently lubricated by the dielectric oil which fills the motor housing. B. The shaft shall be machined from a solid 416 stainless steel and be a design which is of large diameter with minimum overhand to reduce shaft deflection and prolong bearing life. 3.05 SEALS AND SENSORS A. The rotor and stator in the motor housing shall be separated and protected from the pumped liquid by an oil filled seal housing incorporating two type 21 carbon ceramic mechanical seals mounted in tandem. This seal housing shall be equipped with 2 moisture sensing probes installed between the seals, and the sensing of moisture in the seal chamber shall be automatic, continuous, and not require the pump be stopped or removed from the wet well. 3.06 IMPELLERS Impeller shall be brass multi -vane, semi -open, non - overloading design. They can either be factory or field trimmed to meet specific performance conditions. Impellers shall be hydraulically and statically balanced at the factory, and machined for threading on to the pump shaft. Wear or field trimming shall not deter the factory balance. 3.08 PAINTING A. The pump shall be painted after assembly, and testing, with a dark green water reducible air dry enamel. The paint shall be applied in one coat covering all exterior surfaces. 4.01 TESTING A. Commercial testing shall be required and include the following: 1. The pump shall be visually inspected to confirm that it is built in accordance with the specification as to HP, voltage, phase and hertz. 2. The motor and seal housing chambers shall be hi- potted to test for moisture content and /or insulation defects. 3. Pump shall be allowed to run dry to check for proper rotation. 4. Discharge piping shall be attached, the pump submerged in water and amp readings shall be taken in each leg to check for an imbolanced stator winding. If there is a significant difference in readings, the stator windings shall be checked with a bridge to determine if an unbalanced resistance exists. If so, the stator will be replaced. 5.01 WARRANTY A. The pump unit or any part there of shall be warranted against defects in material or workmanship within one year from date of installation or 18 months from date of manufacture, whichever comes first, and shall be replaced at no charge with a new or re manufactured part, F.O.B. factory or authorized warranty service station. The warranty shall not assume responsibility for removal, reinstallation or freight, nor shall it assume responsibility of incidental damages resulting from the failure of the pump to perform. The warranty shall not apply to damage resulting from accident, alteration, design, misuse or abuse V) } 0 H 0 W N O 0 s a 0 n w R a U N H O a DUPLEX V CONTROL PANEL 1.01 GENERAL A Contractor shall furnish all labor, materials, equipment and incidentals required to provide duplex motor control panel as specified herein. B The motor control panel shall be assembled and tested by a shop meeting U.L. Standard 508 for industrial controls. The motor and control panel shall be assembled and tested by the same manufacturer supplying the pump so as to insure suitability and assurance of experience in matching controls to motors and to insure single source responsibility for the equipment. C The control panel shall comply with the NEC regulation= and have a UL label. The panel shall contain all components required by the pump manufacture for starting and protection of the motor. Any features required by the pump manufacture for warranty of the pump shall be included in the control panel. 2.01 CONSTRUCTION A. The controls for the pump shall be contained in a steel enclosure meeting NEMA 3R requirements with a hinged door and neoprene gasket. B. The enclosure shall have provisions for padlocking. A nameplate shall be permanently affixed to the panel and include the model number, voltage, phase, hertz, ampere rating and horsepower rating. A warning label against electric shock shall be permanently affixed to the outer door C. A steel back panel with electroplated bright zinc and clear chromate finish shall be provided. A painted steel back panel will not be acceptable. D. Run lights and hand - off -auto switches shall be provides. Run light and hand - off -auto switch shall be mounted on an electroplated bright zinc with clear chromate finish steel bracket. The run light and hand - off -auto switch shall be properly labeled as to function. The hand - off -auto switch shall be rocker type with an electrical life of 50,000 operations. The run light shall match the hand - off -auto switch in appearance and have an electrical life of 5,000 hours. Run light shall be red. E. The incoming power shall be 460 volts, 3 phase, 60 hertz service. Terminal blocks with box type lugs shall be supplied to terminate all wiring for floats and heat and seal sensors for the pump, if required. The pump leads shall be terminated at the overload relay or at box type terminal blocks. The terminal blocks for the float connections shall be on the pump controller. F. A circuit breaker shall be used to protect from line faults and to disconnect the pump from the incoming power. Circuit breaker shall be thermal magnetic and sized to meet NEC requirements for motor controls. G. The magnetic starters shall include a contactor with a minimum mechanical life of 3,000,000 operations and a minimum contact life of 1,000,000 operations. A definite purpose contactor shall not be acceptable. The magnetic starter shall include on overload relay which is ambient temperature compensated and bimetallic. The overload relay shall have test and reset buttons. The overload relay shall be capable of being set In either manual or automatic reset mode. In the manual mode, reset shall be accomplished only by the operator. At 6 times full load amps the overload relay shall trip within 10 seconds or Class 10 rated overload relays shall be required. H. Control voltage shall be 120 VAC and may be accomplished by the means of a transformer or available line voltage. A control fuse and on /off switch shall protect and isolate the control voltage from the line. I. Wire ties shall be used to maintain panel wiring in neat bundles for maintenance and to prevent interference with 'operating devices. All wiring shall be color coded to facilitate maintenance and repair of the control panel. Where a color is repeated, number coding shall be added. A schematic shall be permanently attached to the inside surface of the front door. J. All ground connections shall be made with ring tongue terminals and star washers to assure proper ground. K. A duplex pump controller shall be provided for control logic. Pump controller shall be solid state utilizing a printed circuit board to avoid conventional wiring. The printed circuit board of the pump controller shall be made of U.L. listed materials. L. The pump controller shall indicate float circuit operations utilizing red amber LED indicator lights. LED indicator lights shall provide adequate information so that they can be used for diagnosis in troubleshooting problems located in the float circuits. Each LED shall be permanently labeled on the pump controller as to function. M. Pump controller shall have provisions for connecting float level controls and heat sensor monitors, where applicable, to box type lug connectors. N. Box type lug connectors shall be made of polyamide thermoplastic to exclude aging due to heat influences. Phenolic type terminal blocks on the pump controller shall not be acceptable. Each terminal block shall be property and permanently labeled on the pump controller as to its purpose. 0. Wiring of hand - off -auto switch, run light, contactor, and overload to the pump controller shall be accomplished by means of plug connectors. The pump controller shall have male header assemblies from the corresponding devices as labeled on the pump controller for that male header assembly. Header assemblies shall be constructed of a corrosion- resistant thermoplastic material having a temperature range of -55 °C to 105 °C and copper alloy, bright acid tin over nickel plating contacts. There shall be no external lights on the pump control panel. 3.01 OPTIONS A. Panel shall be equipped with the following additional features. - U.L. 508, intrinsically safe circuit extensions for floats. (Standard construction only) - High level alarm light (Flashing) - High level alarm horn with push to silence switch. - Dry contacts for telemetry of alarm conditions - Redundant off float switch - Seal failure light - Anti - condensate heater (50 watt) with thermostat - Heat sensor - manual reset - Phase failure protection (3 phase only) - Lead pump selector switch - Lightning suppresser - Lag pump on time delay (15 -20 seconds) - 24 hour time clock, adjustable to 15 minute intervals to control pump operation - 110 volt convenience outlet - Cycle counter - Swing dead front door with non -fused disconnect (with fused disconnect) { Architects �f. Consultants 4/f - r Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.5475580 317543.0270 Copyright (C) 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS FE Tq 3 No* * 19900549 STAR OF •.iHd ..... ••' I ,' =; 1lx1 =1 DATE, 01/15/07 DRAWN BYm BJT CHECKED BYe AF ISSUED FOR- DATE ACE PROJECT IN2005.0710 PUMP STATION NOTES AND SPECIFICATIONS 1 ► r � .'- 1 r ' � 1 _• 1 "" r - _ ' r -� 1 : : , i 1 aaaa. we-- t : , : _ � �'�� (1�OX3-'NON !j; r �`� - ---' 1 _ - ' ---- .r 3s },2�t1 -LINVS 3�►s dS ,5l I t ' ► ,.� — I • • • • `Q — --�• IN3W3sV3 3 8313S J�?�dll N ,1f • , 1 f r I E•::r - ! 1N3W3Sd t• • MO,.. I• • • • • I Oman- .. _vow I •'•• A 9 son-mom I r 1000 00*1 mow-ow wool .00* �f 1 s t I 5 3 3 w 4L. 1 t l I I v 1 41, 1 .. d' a 5 '• i J �._. 1 I , .. .. ° .. - _ ...- . • - PLANTING NQTES� tl P J j � . -i . a • . -- .ter. . - a ' . i r � r " I ' z ' 1 1. A MINIMUM OF 4 OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE I 1 I . ' 0 ' �' t SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL :- 8 r J tit J SEEDED. USE J Q ! 1 SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR • � DELETERIOUS MATERIALS LARGER THAN 1 . REMOVE ANY UNSUITABLE AND __- 4 = J W i r{ D LS ENGINEER FROM THE SITE. FURNISH I = • : P r ! c� j EXCESS TOPSOIL, AS DETERMINED BY SOILS • 13 - 3 ; Q ; ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COS T 1 ( I 1 .4 . ; A. -- ° r i 1 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QU EST! ON, CONTACT THE LANDSCAPE ARCHITECT. t l_ ' : :::: • _ _ _ � '• =. { � ' j' J ° i VERED WI TH A 2" TO 3" THICK I - ,� ,' ! ,, 1 3. ALL TREES SHALL HAVE A 4 DIAMETER RING CO . • . .:I D BARK MULCH. BARK MULCH SHALL BE . � r ��� j LAYER OF SHREDDED HARDWOOD ' 1 = 3 z ! r APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND I f s s Q ; I � `��� COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 21 A r P 2 .,� 1 I ••.•. 2 5 • ' r r�` • , � ;� ' f � 4. ALL PLANTING BEDS SHALL HAVE A 2 TO 3 THICK LAYER OF SHREDDED J J ' . 2 c°y j f HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS 1 Q �� , �P3 J ; j WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE °�° �5 1 J ; 1 APPLIED AS PER MANUFACTURERER S RECOMMENDATION. ' 1 :: =: :_ *; 3 1 ' L PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY % a ; t � � 5. FINA tPoIn — ' 1 = ° •-- • - F -- LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL (� - 8 - s `�� TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING t 1 ;: ;:; - }' •• I�jL ���8t VARIETY AND SIZE OF TREE. AL/I 0 • •• - - ..__ 2 o 3 G 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE I w - - ° t 2 S ` ! ~ VAILABLE THE CONTRACTOR SHALL NOTIFY LANDSCAPE 5 - - 2 .,; 3 , ,�, _ J1�o,, SHOWN TO BE UNA .- w r r t 0 at �8� ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED ' 1 =-••�_ s F F f �'" r sb ��OP PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR S Go f ° 4 5 ,jt ��N�� AND TAGGED WITH PR OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED • . w. P 4 -; � ; ►J, o JjJ w ' I : •: •: =�'. -_ Z °�- • 6 C CL `' r i ca AND APPROVED OR REJECTED ON THE JOB SITE. S , - Js l� ' j o U -' ' ° I1 '!1'•' 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY 0 I , ; , ; , 0 to F • • L . ° LO Q , STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF • - NURSERYMEN. C�, I 2 _ O �� U P 3 �- ; ; I l !! 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED CIV ••••• - - DD ' ; ' ; r r rl WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY t I . �„� LCD - .- i 3 • 9 OWNER : 4 ' - . o :: } ' 00 •' ' iI r' i PE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE 1 ,�. , r: r ® ; , I 1j 9. ALL NEW LANDSCA YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS I A r F i ; ;1 PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE 1 ?. a ° 5 0 ; ; ;� ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE � . • * a ° .• ! , CONTRACTOR. .r S •.•:• - F 2 ' AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION z a.° 3 2 �►r r� 10• ALL DI '•'.- w .o... - i_: P TUBBED LAWN 1 • • = ° _ l CONTROL PLAN DETAIL SHEET t W / t ° °' 2 2 1 t - - - t•, 1 - ••••' I C p , f f/ 3 I V t 9 -� 5 F o 2�r tr .,.; Q 5 03 F7 I I to ( >> , { •:•:• �� C' 9 2 j W f I 111 .•.•- _ Q •.n 1�! tl 1111 I I I I 9 r 1 � Q t •. 1 3 3 • f • • to r I e I 1 1 T C a sl ♦ (I J I 3 Fo7 'r - 3•••• a 7 R 5 I •••• A , ! IJl J1 .,., R W< i ••• 2 �.. i l• J� II —! ' Net- .. • • . , ` .Z t •.. SA 9 T 2 I ( •.•.I• 1 n 4 .. 7 9 % 5 s B t f 1� • - - -- III ug - -- - --- - - -- -- - -- -- - -- -- -- - -- - -- - - - - — - ri t r I ! 1N3 831V 5 N3S 1 - 23`, B V A V3 T C 9 0� Li i ji j I 3 3 1 5 3 5 3 7 2 r t o o ` o r' ,.O t , � I� 0 11� 1 1 100 � WIDE EASEMENT (B) BOOK 51, PAGE 595 1 z aaaep ' r waaaw — ..—. — --� — — --�• 1 ! ! 1 zI I t _ -- - - - - -- _------- _---- _., - ----- - -- — — jL___ —__ En Il 1( TYPICAL PLANTING �n EASEMENT FINAL JUDGEMENT, !, I I (SEE MR 109, PG 225 t , C , , AROUND SIGN DETAIL r, r( I I ( I THIS SHEET) ;(1! _ ; , - - -• l -- ° - - - -- ll LO —_. — _�.. - -- —�— ._. —• . :.�.._.____._ ...._ = —._ — ._— ._._ - - ---- - - - ---- ---------------- - - - - -- - -- - - -- , -- -- - -- -HOSE GUARDS AND GUY WIRE .. I 0 - N I nvei3S C18v)d MIS vinvuNIW — ----_ _•— _••,._— _.--- _.— _...--- --- --- ... GUY TREES 9' HT. AND TALLER. USE r - - -r \ _ _ _ .� � � ®°" °®"°°' ,�, `��� 2 "x 4" STAKES DRIVEN BELOW GRADE. 3 STAKES @ 1200 APART STAKES AND — GUYS TO BE REMOVED WITHIN ONE YEAR. ° BAR --� ® '� ~^ — — — — M.�G NAIL EXCAVATE TO TOP FLARE ROOT, RE SET 1 SET TOP OF ROOT CROWN 4 SET II II ABOVE FINISH GRADE N I 11 CUT ALL BINDING AND REMOVE WRAPPING — ;� 1I SET TOP OF FOOT FROM TOP OF BALL M ° MASS 1" ABOVE • • '� a. " H FINISH GRADE % o;• 3 MULCH LAYER AS SPECIFIED 3 MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT - • e • 0 • • • 7 SPADE EDGE PULVERIZE SOIL ••.. EXCAVATED FROM HOLE TE: •�• '' FINISH GRADE AND USE AS BACKFILL o CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTER ,; ,►,;,; ; is , , , , , PIPELINE ALL WORK WITHIN PiPELiNE EASEMENT. -r `,� : _ -` _• . _='•:. :,• •:j• : .•• LOOSEN SUBGRADE AROUND CENTER MOUND `: • "• . ''' AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION ° ,- STAKE TO BE 18" BELOW PIT IN BED PREPARATIO W UNDISTURBED SUBGRADE 0 0 0 Q U 0 rl 4 rHRI Z.) ivrZZvi L 1/4 PARTS PEAT 114 PARTS COMPOST SHRUB AND SMALL TREE. PLANTING DETAIL NOT TO SCALE (SET 120" APART) UNDISTURBED SUBGRADE BASE 1X� X\ V PROPOSED GROUND MOUNTED SIGN (2 LOCATIONS) \ \a TYPICAL PLANTING AROUND SIGN SCALE: 7 " =70' EYERGREEN-TREE PLANTING DETAIL NOT TO SCALE (SEE TYPICAL PLANTING AROUND SIGN DETAIL THIS SHEET) } -> f 0 30' 60' ty SCALE: 1 " =30' CO f � r � NEVER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD STAKE TREES UP TO STAKES 3 PER TREE @ 120 8' HEIGHT. 3 STAKES ALL STAKES AND GUY WIRES TO @ 1200 APART BE REMOVED WITHIN ONE YEAR. EXCAVATE HOLE 12" LARGER GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES--,,,. THAN ROOT BALL DRIVEN BELOW GRADE. (3 STAKES 1200 APART) ALL STAKES AND GUY WIRES TO SCARIFY SIDES OF HOLE BE REMOVED WITHIN ONE YEAR. EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT FINISH GRADE CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FRO t TOP OF BALL 3" MULCH LAYER AS SPECIFIED �• 4" DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND' AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE - l to SHADE ]BEE-PLARTING DETAIL NOT TO SCALE 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPEf CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE !�_I r= _- s_�tr .......... _ Architects Consultants t: Engineers &MERICAN G INC* 1260 SHADELAND STATION . INDIANAPOLIS, IN 46256.3917 317.5475580 317.543.0270 Copyright (C) 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS CERTIFIED BY DATE O�l�b /07 DRAWN BY1 B JT CHECKED BY1 AF ISSUED FOR, DATER TI E L DETAILS AND PLANTING HEDULE PLANTING SCHEDULE KEY NUMBER BOTANICAL COMMON PLANTING REMARKS NAME NAME S1 AL 15 AM ELAN CH I ER ALLEGHENY 1 X12 B & B, MULTI STEM LAEVIS SERVICEBERRY 6' HEIGHT MIN. AN 13 ALNUS GLUTINOSA EUROPEAN BLACK 2'12 B & B, ALDER CENTRAL LEADER BN 1 B ETU LA N I GR A RIVER BIRCH 216 B & B, MULTI STEM 8' HEIGHT MIN. BS 6 BUXUS SEMPERVIRENS FAULKNER 18" B & B 'FAULKNER' BOXWOOD OR CONT. CA 6 CORNUS ALBA COMPACT VARIEGATED 18" CONT. 31 'IVORY HALO' CHAMAECYPARIS RED TWIG DOGWOOD CO DWARF HINOKI 18" CONT. OBTUSA 'NANA' FAI SE CYPRESS EA 55 EUONYMUS ALATUS DWARF BURNING 18" CONT. 13 'COMPACTUS' GLEDITSIA TRIACANTHCS BUSH GT IMPERIAL 2'12 B&B VAR. INERMIS 'IMPERIAL' HONEYLOCUST CENTRAL LEADER HE 59 HEMEROCALIS STELLA DE ORO DAYLILY 18" CONT. 'STELLA DE ORO' JS g 53 JUNIPERUS SARGENTII MYRICA PENNSYLVANICA JUNIPER 12 ". CONT. MP NORTHERN 24" B & B BAYBERRY OR CONT. PA 134 PENNISETUM ALOPECUROIDES LITTLE BUNNY 12 CONT. 'LITTLE BUNNY FOUNTAIN GRASS PC 73 PRUNUS X CISTENA PURPLELEAF SAND CHERRY 24" B & B OR CONT. PF 71 2 1 PEROVSKIA FILIGRAM PICEA GLAUCA RUSSIAN SAGE 18" CONT. . PG BLACK HILLS 8' B & B, FULL TO 93 'DENSATA' PANICUM VIRGATUM SPRUCE HEAVY METAL #2 GROUND, 5' WIDE, MIN. CONT. . PH 7 'HEAVY METAL` PRUNUS VIRGINIANA SWITCH GRASS CANADA RED 112 B &.13 PV 7 'CANADA RED SELECT' QUERCUS RUBRA SELECT CHERRY QR REE- OAK 27:1 B & B CENTRAL LEADER SB 56 SP.IRAEA x BUMALDA ANTHONY WATERER 18" CONT. 31 'ANTHONY WATERER' SEDUM SPECTABILIS SPIREA SS AUTUMN JOY #1 CONT. 'AUTUMN JOY' SEDUM 2V - B &B TF 6 TILIA TOMENTOSA SILVER LINDEN CENTRAL LEADER NEVER CUT LEADER. THIN UP TO 1/3 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD STAKE TREES UP TO STAKES 3 PER TREE @ 120 8' HEIGHT. 3 STAKES ALL STAKES AND GUY WIRES TO @ 1200 APART BE REMOVED WITHIN ONE YEAR. EXCAVATE HOLE 12" LARGER GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES--,,,. THAN ROOT BALL DRIVEN BELOW GRADE. (3 STAKES 1200 APART) ALL STAKES AND GUY WIRES TO SCARIFY SIDES OF HOLE BE REMOVED WITHIN ONE YEAR. EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT FINISH GRADE CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FRO t TOP OF BALL 3" MULCH LAYER AS SPECIFIED �• 4" DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND' AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE - l to SHADE ]BEE-PLARTING DETAIL NOT TO SCALE 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPEf CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE !�_I r= _- s_�tr .......... _ Architects Consultants t: Engineers &MERICAN G INC* 1260 SHADELAND STATION . INDIANAPOLIS, IN 46256.3917 317.5475580 317.543.0270 Copyright (C) 2005 — American Consulting. Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS CERTIFIED BY DATE O�l�b /07 DRAWN BY1 B JT CHECKED BY1 AF ISSUED FOR, DATER TI E L DETAILS AND PLANTING HEDULE _ -I- COMMERCE DRIVE I I -- �---- I r- - - - - -- - - -- ___ iI - - - - - -- — == — —= = == = = = =_ -- -- - - - - -- __ -------- - - - - -- -- - - - - - -- i _ l— ..... ......................... ::.. I— .......... ... . ............................... ........................ ..... . . .. .... ................ .. ........................................ 1 I I I I I I . I I , 1 �6 �., I I I T— Mon ---- - - - - -- L ___ --- - - - - -- - ___ -- —T ---------- - - - - -I IT"�a I I -. - -- -- 1 1 - -- - _ �! • -I I•' - — — — 1 I I 1 I A+-10,0 114-2j4 1 4-2 4 I I :! I I I I � . �.• � � j �i I 1 I � I i INCOMING UNDERGROUND ELECTRICALS -1 114 -2 1 C, 4— 10 & 1 — 1 06RD SERVICE (SEE ELECTRICAL PLANS) : i1, I I I NOTE. 1 I 1 I Z tJO, CONTRACTOR SHALL COORDINATE WITH 1 i I ( I ' PANHANDLE EASTERN PIPELINE ALL WORK I , ,+ I WITHIN PIPELINE EASEMENT. 1 ♦• 1 m , �4l I I I I i '% .. • -s ♦ _ D. -.e ♦ ► f p• n - •. 1 ECH. !! 1 I 1 !1 ! I I I• I I I I 'I I I 1 I PANEL 114 I 1 I ( I 11 6,8 F S I I I I I I I I 114 -2,4 I I I I I 1 I • I I I � I I i ' ..' + I 1 I I I � 1 b ?'. T ♦ D b I 1 sir I II 1 I I 114- 10,12,14,16 I I ( I I I I ► 1 "C, 4- #10 1- 106 D I I I I I I I I I 1 I I 114 -1 12 � I 2 1-1 ,12 , 114-1)112 I I I I I I I I I ! 1 f-6,8 1 1 1! 114 -14,1 i 11 I °f2 - - - - ' 14- 14, 16 114- 1416114-14,1 ------- I 1 , I ` POWER TO I MONUMENT SIGN - - I I _A _ I �i -__�__ _ � - -_ / it � I 1 • If If I - - -__ -•_ �_ - - - J _ I 1 I� i — I I 1 3 It 1 I cc v _ It .. zi # FO LLI �`. It 0 CA LLI If M ' NOTE: CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. cc LO 0 W to 12 to 0 s 0 0 W A Q U N H O J II. STATI STI CS Label Qty Catalog Number Description Lamp File Description Symbol Avg Max Min Max /Min Avg /Min Calc Zone #1 .+ 1.0 fc 5.9 fc 0.0 fc N / A N / A commercedriveparking X 2.0 fc 5.9 fc 0.3 fc 19.7:1 6.8:1 front parking X 1.5 fc 3.9 fc 0.2 fc 19.5:1 7.6:1 CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT- CANDLES POINTS SHOWN ARE AT GRADE 20' MOUNTING HEIGHT ON THE POLES. 13' MOUNTING ON THE BUILDING MOUNTED FIXTURES. LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts A 10 SBH16/44/10OW MONARCH SERIES 10OW A19 FCW410642PL 1600 0.81 49 0 .IES A B 7 ECOLUME ECA 1813H/25OMS/HS STANDARD TYPE III OPTICS (18 ") EC3H25MS.IE 20500 0.72 292 W /INTERNAL W /INTERNAL HOUSE S H.S.S. SIDE SHIELD CLEAR FLAT TEMPERED GLASS IN EMCO ECOLUME DOOR FRAME C 4 ECOLUME ECA 1813H /25OMS /HS STANDARD TYPE III OPTICS (18 ") EC3H25MS.IE 20500 0.72 584 Q W /INTERNAL W /INTERNAL HOUSE S H.S.S. SIDE SHIELD CLEAR FLAT TEMPERED GLASS IN EMCO ECOLUME DOOR FRAME D 5 1810FH/250MS OPTICS (18 FLOOD (FH) ECFH25M.IES 20500 0.72 292 W /INTERNAL W /INTERNAL H.S.S. IN H.S.S. BACK POSITION CLEAR FLAT TEMPERED GLASS IN EMCO ECOLUME DOOR FRAME It■�e � �I � GQi O(• 1 BE a BLOCK C _ E Z VICINITY MAP N.T.S. LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS PER PLAT THEREOF RECORDED AS INSTRUMENT #200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE RECORDER OF HAMILTON COUNTY, INDIANA. CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - POLE AND FIXTURE. 20' MAX. HEIGHT FROM GROUND SURFACE NOTE: FOR ELECTRICAL DETAILS REFER TO ELECTRICAL PLANS BY ARGO. D M X 0 N HANDHOI F BASE COVER MOUNTING BOLT LAYOUT PER MFGR. TEMPLATE FINISH GRADE--N,,,, N I I ANCHOR BOLTS ' M GROUND ROD .: CONDUIT 8 - #8 VERT. BARS W/ #3 TIES @ 16" O.C. TYPICAL SITE LIGHT & BASE NOT TO SCALE o. C" 20" , TYPICAL BUILDING LIGHT NOT TO SCALE f } Architects Consultants ` Engineers kM ERICAN .ONSULTING., [NC. '260 S HADELA ATION ND ST INDIANAPOLIS, IN 46256.3917 117.5475580 317543.0270 :opyright (C) 2005 — American Consulting, Inc. PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS CERTIFIED BY DATE, 01/16/07 DRAWN BY- BJT CHECKED BY1 AF ISSUED FOR- DATE ACE PROJECT no IN2005.0710 PTILE SITE LIGHTING / ELECTRICAL PLAN �oo� 0 U Ld a 0 Ln 0 0 N z W 0 z 0 U Z 0 •S v 0 0 n LO 0 0 N Z_ d tL 3 0 W') r m 0 k' W N M N n 0 0 Q 0 s W w J Q U V) 0 J LL ►± NOTE: CONTRACTOR SHALL COORDINATE WITH PANHANDLE EASTERN PIPELINE ALL WORK WITHIN PIPELINE EASEMENT. do 40 40 000,60 GP, • l � BLOCK C Z 1 VICINITY MAP N.T.S. - � or 111 . If •, I I I I I I I I I r � l i ; 1� •' ' ,� I I I I �I I I �\ ••� � I I I I I I I I I Al I , �_- I I I I I I I I II ; l i I ; 1 I� I •` '\ �' — —� ----------------- I - 1I _ -- - - - - -- I I 10 01 TAPER 450' WORK ZONE I I \ \r i'00' I ' •' � I I I I I I I \ TAPER /P, I - — _ —_ —! °.° — = = -- ------- - - - - -- LI I I I I I 20' I I I — — — — — — — — — — — — I L— 11�— _----- -�►- -_ - -_— " "`"�"I -- - - - -I— --- -- - - -- — ----- - - - - -- =--- is I-- _h1 _ _ _ _ _ _ COMMERCE DRIVE _ ....... .... 1 - - -- f— T— —w— T T 'T IF — —s- — ---i - �_1-- s— �� - -I -- i------- - - - - -I -- --------------------- - - - - -- --------- - - - - -- ----------- - - - - -- I I — — I— I /� • \• TF 1 / — —I — I I — — — — —:. — — -- — — — — — — -- — — — —`ice -- _ ——_— = , / - - = -- - - -- -------=-----------------------=- __ = N —� _ 1250'f I ' I I 1 250 , 250'± I I I + I I I I E I I► I ; �; , I I WE 1 I I r Tj I I� I I I I i I � I + i I ►' I '�- -- � �I ----- � �I-- � R I I V14 ,II:� !�► I ! nn iiiiiilllilllllllllllllli ii i i (n II► I i� 18" MIN. LEGEND DATE- GENERAL NOTES DRAWN BYe ® LOW INTENSITY FLASHING 1. ALL TRAFFIC CONSTRUCTION SIGNAGE METHODS, MATERIALS AND ISSUED FOR, YELLOW LIGHT ( TYPE A) CONSTRUCTION DETAILS SHALL CONFORM WITH INDOT STANDARD ORANGE o DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA MANUAL • STANDARD DRUM BARRICADE ON UNIFORM TRAFFIC CONTROL DEVICES. WH I TE 1 WITH "STEADY - BURN" WARNING LIGHTS 2, BARRICADES OR DRUMS SHALL BE PLACED ALONG THE OUTSIDE 2 FT. ORANGE 10 OF THE EXISTING PAVEMENT DURING CONSTRUCTION ® 20' O.C. WHITE 3. REPAIR OR REPLACE ANY EXISTING PAVEMENT MARKINGS THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION. 4. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 5. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVER 100'. ® = BLACK OR OTHER APPROVED COLOR 0 ROAD ROAD END CONSTRUCTION CONSTRUCTION CONSTRUCTION 250 FT. 500 FT. 0 0 0 0 0 XW21 -1 XW20 -1 XW20 -1 XW20 -7a 36 "x 36" (48"x 48 ") (48 "x 48") (60"x XG20 24") (48 "x 48") CONSTRUCTION SIGNAGE N.T.S. CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — Architects Consultants I Engineers AMERICAN CONSULTING, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256.3917 317.547.5580 317543.0270 Copyright (C) 2005 — American Consulting, Inc. MMENOMENNi =Nam PR BLOCK C, LLC. 8463 CASTLEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULTANTS FET,q \STEREO' • / No. * 19900549 • STATE OF �i�•' •.AND IAN`.• NAL L CERTIFIED • - - It DATE- 01/15/07 DRAWN BYe BJT CHECKED BY- AF ISSUED FOR, DATER ACE PROJECT IN2005.0710 MAINTENANCE OF TRAFFIC PLAN