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HomeMy WebLinkAbout05100003 Civil Construction Plans Rcv. 10/11/2005 DOCSU We- 0 U I r Ln 0 0 v � cn a u, O N U Im c I a Ln O `n O U-) N O Ln O O T 3 ^o 0 0= N v O i wm Z C3 �? �w U O OQ Q PLANS PREPAR-L-,D FOR: MEADOWLARK OFFICE PARK 703 PRO — MED LANE CARMEL, INDIANA 46032 TELEPHONE: 317.8 4 8.570 0 FAX.- 317.815.6140 CONTACT PERSON: STEVE DAUBY PLANS PREPARED BY.- WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE. 317.8 4 6.6 611 FAX. 317.843.0546 CONTACT PERSO - JAMES K SHI-I NE ATAN BENCHMARK CENTERLINE MONUMENT AT THE RADIUS POINT OF THE CIUL -DE -SAC FOR PROMED LANE ELEVATION = 830.0 FEET 10 E -T '*� 3 -'' TAC 05 1000 MILES -* PROJECT LOCATION LOCA TION MAP GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES, CONTRACTOR SHALL CONTACT THE ARCHITECT (ENGINEER) ON ANY VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF 'WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH. 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11. ANY FIELD TILES ENCOUNTERED DURING ANY EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS WITH POSITIVE DRAINAGE MAINTAINED. 12. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. DO . NOT STAKE BUILDING FROM THESE PLANS. 13. THE SITE DOES NOT CONTAIN ANY WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE CARMEL, INDIANA NATIONAL WETLANDS INVENTORY. 14. THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE, ON FLOOD INSURANCE RATE MAP 18057CO2003 F DATED FEBRUARY 19, 2003. PANEL 203 OF 290. 8 I 7 I 6 �?� - - �3= Pf '� -- z = - £ l _ 7: ap _ - � = - - Pat r - _ r - y� - rig- = kin PROJECT LOCATION A REA MAP OPERATING AUTHORITIES: INDEX SHEET NO. DESCRIPTION C001 TITLE SHEET 1 OF 1 APPROVED SITE PLAN (BY OTHERS) C101 DEMOLITION PLAN C102 SITE LAYOUT PLAN C103 GRADING AND DRAINAGE PLAN C104 EROSION CONTROL PLAN C105 UTILITIES PLAN C201 CONSTRUCTION DETAILS C301 CONSTRUCTION SPECIFICATIONS L101 LANDSCAPE PLAN SHEET NO. REVISIONS DESCRIPTION CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMEN I IPL ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 25 MONUMENT CIRCLE CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 INDIANAPOLIS, INDIANA 46204 PLANNING DIRECTOR: MATT GRIFFIN JASON LEMASTER LINDA RHEA a 317 -571 -2417 317- 776 -8500 317 -261 -5274 DEPT. OF ENGINEERING: DICK HILL r l 317- 571 -2441 VEOLIA WATER INDIANAPOLIS VECTREN ENERGY ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 1220 WATERWAY BLVD. P.O. BOX 1700 317 -571 -2444 INDIANAPOLIS, INDIANA 46202 NOBLESVILLE, INDIANA 46061-1700 317 - 263 -6347 CHUCK SHUPPERD CITY OF CARMEL FIRE DEPARTMENT 317- 776 -5535 TWO CIVIC SQUARE CARMEL CITY UTILITIES cv V CARMEL, INDIANA 46032 130 FIRST AVENUE S.W. SBC I GARY HOYT CARMEL, INDIANA 46032 5858 NORTH COLLEGE AVENUE 317 -571 -2600 JOHN DUFFY INDIANAPOLIS, INDIANA 46220 317- 571 -2648 317- 265 -2727 SHEET NO. CLAY TOWNSHIP REGIONAL WASTE DISTRICT cool 10701 NORTH COLLEGE AVENUE, SUITE A HAMILTON COUNTY SURVEYOR'S OFFICE w05.0557 INDIANAPOLIS, IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER 317 - 844 -9200 NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 5 4 DATE Call 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 - 800 -382 -5544 t 1 �0 O �0 V w 00 00d x M M 00 U O wA I, z Z� a �O 00 N A >� �- wii � Z w w w� u� z o� z �w fo u an❑ u 3 Ln z�wDQE;;E�� o E- ° Q I w alb w wo zt E z E -4 o ti 3 LQ <n W O to W x E-� a Q o Q Q U Q w E- d Q W Q z d cn z 0 W `01111111trrrri�,�� N GiSTER�;O qy o N0. _ 10200392 STATE OF .,� �ii���i /'S/ONAL, \\�\��\� I L- to /to /Of JAMES K. SBINNEMAN P.E. 10200392 U OJ U d s a d r l M d d O � � o cv cv V o W w c"a 0 I W cn [—� � D SHEET NO. cool PROJECT NO. w05.0557 6/2.2/2000 I hSh•17 AM J: \CAO{'IL• 1 \01JCUE Al1.00F p%:4'-j•1 f Curve Dafa C1 C2 C3 = 43 042'47" R = 250. 00' T = 100.28' L = 190. 73' Ch = 186. 14' Brg = N 21 °5745 "W G = 43014'35" R = 50. 00' T = 19. tit ' L_ = 37. 74' Ch = 36.85' Erg = N 65026'26"W ,6-z 400'19.154 tr R = 50. 00' T = 18.30'' L = 35.20'' Ch = 34. 471 ' Brg = S 24x26'51 "E. ° ° 0 530.29' N88 044'03 E SW Corner: NE 114. NW 114 Section 25 -08 -03 "DON'T DIG BLIND" 1 -800 -382 -5544 CALL BEFORE YOU DIG d = 262°46'50'= R = 50. 00' T= - - - -- L = 229.32' Ch. = 75. 02' r I I I Brg = N 44° 19'33 "E N000 08' 12 "W 12.17 II c jj II II � 11 C5 II 1{ II 21 °52'09" �i � II II � it „ - 300. 00 I I I T = 57. 96' I► L = 114.50',,.x":.. {I Ch 113:• 81 Brg = S 33040'43"E �'' {I1 �� I►11 R U 11 �► UD 11 , it \1 co CD \\ \\ > % \\ Trf-Coum'34 Center ! Ins I. •No. 9809855917 ! s � > > Gross C)' /Asph-ol t / ! N iv / 1 1 .I (71k 3 Y1 2 -Story Brick �� �J< 1/ 'f Asphalt Heigh t - 37 16.011, ° l Parking (\ rlf 19V / rl Sq wCDr £X /3T o f 0 % 11 ✓ \\ ��� 1 Tresh %�%' 1 / ,/ CONSTR:1 V \ , Pad' r! !r ` sr�,, t 6" Co., , I , \ _ ac, /� e� - X0.2. CHT CL N � \ \ ' ` / ter` ° Qn /.17 Re, "n\ / /nom J4 N ° - - ___ S88 ° 44 ' 03 "VI I4 ifdwocd Estates P -7. 3, Pg. 16' 394.71 ' Kensington Place Pro •Med, Ltd I Ins t. No. 90-05515 Iw I NE Corner, NW 114 Section 25- 1.8 -03 I wI N i o 00 00 Phillip - Quinet D:B. 340; Pg. 404 Deed Not Found I Iv o I® I Nil P. 0. B. � I N88 038'05 "E l0 451.05' S 00 °08'12 "E Lown Ln►vn 19-60 1 °; ode d a ------------------ _ ILn I ,3 SA Wouded Area 20 - -- - - - - - -- - - - - - - - - - - - -- - U. D. (_ _ - _ 50' N N- DISTURBANCE BUFFER y - - - - - - - P R 3' 2Q / ti°° ,'1 ,'- - - -___ 60'B.S.L' O U. & O.E. coded Area 9 �� > _ _ _ _ _ _ / / ° do 0 ° 23 Water Surface /o ♦' R 3' �, \ �JJo �D,\ `S6` `9 D ` ` ° Elev. - 817.1 r ry R 3' \ 109. 62 1 ♦ ts'. ♦ \ \ Di 1 0 0 ' V. R 3' X60 4 C t / � 1 ' R 15' / \ f0• cn j OC mI O y F (.0 o QI ° �\ o, 1 ° % d , 1 RI3" ' V ' •. I Carmel-Clay Board of Parks and Rec. I \ �� J ` _�t19SE_1O o Deed Not Found PHASE 2----'%% 10 � � J\\'�� � / ,, +'• 1 / ° c 101, 11 r � R 3'. 2 10 ' \. °'��' �A�y °o° r 0 N PACES REMOVE 3 EXISTING PARKING. SPACES V ` ' 1 I `� , >' /' o° //� off/ / / ` / % / V hcb, to eco cb 1 cb o 1 ° 1 , Asphalt /// Gross 1 1 Perking Stone Pcth \ \ ° - - -- - ------ s,. = �` Asphalt Path+ - - -- nq - -- - -- Q- g►-qb- - - - - -- ---- ______ r l l f No. * 10000418 SLATE OF .� r GENERAL NOTES: 1. ALL RADII DIMENSIONS ARE.MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. SEE DETAIL SHEETS FOR PAVEMENT SECTION. 3. FOR GRADING PLAN, SEE SHEET -C105. 4. FOR UTILITY PLAN AND UTILITY RELOCATION, SEE SHEET C106. 5. FOR CONSTRUCTION DETAILS, SEE SHEET C108. 6. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. 7. ENDS OF ALL CURBS TO BE CHAMFLEREO. 8. SEE SITUATION SURVEY, SHEET C103, FOR LEGAL DESCRIPTION, BOUNDARY, EASEMENTS, AND RIGHT -OF -WAY. 9. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, DOOR LOCATIONS, AND FOR SIDEWALK CONSTRUCTION. 10. ALL PARKING STRIPES TO BE 4" PAINTED WHITE, UNLESS OTHERWISE NOTED. 11. DIMENSIONS SHOWN ARE FEET AND DECIMAL PARTS THEREOF. 12. ALL SITE IMPROVEMENTS SHALL MEET CURRENT ADA STANDARDS. LEGEND A BITUMINOUS PAVEMENT 1" BITUMINOUS SURFACE *11 OR *12 2" BITUMINOUS BINDER #8 OR #9 2" NO. 53 STONE 4" NO. 2 STONE B 2' ROLL CURB C INTEGRAL CURB AND WALK D END CURB E 2' ROLL CURB REMOVAL OHANDICAP RAMP OG SAW CUT AND TACK COAT B -B BACK OF CURB TO BACK OF CURB HANDICAP PARKING SPACE (W/ PAINTED MARKER) SITE DATA - SITE AREA = 6.064 AC. ZONING = 86 GROSS BUILDING AREA = 68,000 SFT. 1 20,000 SFT EXISTING 48,000 SFT-,-PROPOSED TOTAL PARKING SPACES REQUIRED = 227 TOTAL PARKING SPACES PROVIDED = 227 HANDICAP SPACES REQUIRED = 5 (PER 675 I.A.C. 13- 4.1 -4) HANDICAP ; -'SPACES PROVIDED = 10 (10 VAN ACCESSIBLE) �\� \\U \�tlttlu�t ulll4IIII�i S 4 .SN�t�lVol,,�` • No. * 19800417 STATE OF . <v %0•�•''•• AND I ANP ••' • ��. uunuunlll� 5, 0 cn V C) C: U a� •� O CL c� a �o U V. w U= I g V � a� � V LU Q d a� .00 f) w Z Q C vi Cn a, U z LU N 0 c E U v U a o 0 _ U M � a¢ C0 Cn N Q' C6 a) 0 0 11*40 a 09 z c� a �o U V. W U= I g V � a� � V LU d a� .00 f) w d a W-1) O Cl) oQ) t� C cn nl 0 W CL LL [D }z V� 'r Lo z r-L m co c u.i Co - o (7 C ' v - 0 c Z Z- o�� . _ 0• � _c ..0 Cm A w g ti m ®a`°0> �qiz ins w w CA t3 Cr Q ���me EL Z w w � cr �p Iz cr_ a- a. DATE: JULY 23,1999 SCALE: 1" = 40' PROJECT NO.111 1187 SHEET NO. �1J1o4 1187s.dgn vm a" 0 3 O U I ^ Ln Ln 0 Ln 0 c °- 0 ^ N � I D v / L ^ 0 u o N 0 Ln 0 0� / i 3 � N D 0 -0 1-0 0 0 =w > owm z �o \w U� �0 J OJ � g I 8 7 6 10 WM O = EXIST. WATER METER /VALVE AE�l = EXIST. SIGN 5 9 g ( 7 6 5 4 3 I 2 I 1 GENERAL NOTES: 1) R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND /OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3) UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND /OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4) ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5) SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8) IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846 -6611 OR TOLL FREE 1- 800 - 452 -6408 DEMOLITION PLAN NOTES: a1 TREE PROTECTION FENCING - SEE DETAIL SHEET L101. O REMOVE EXISTING BEEHIVE CASTING AS REQUIRED. REPLACE WITH PROPOSED MANHOLE CASTING PER GRADING AND DRAINAGE PLAN, SHEET C103. CALL ENGINEER IF CONFLICT ARISES. O REMOVE EXISTING SIDEWALK. O REMOVE EXISTING CURB. r� REMOVE EXISTING STRIPING. RE- STRIPE PER SITE LAYOUT PLAN, SHEET C102 O REMOVE EXISTING RETAINING WALL. O RELOCATE EXISTING LIGHT POLE TO LOCATION AS SPECIFIED ON SITE LAYOUT PLAN, SHEET c102. SAWCUT EXISTING ASPHALT /CONCRETE AND REMOVE UNNECESSARY MATERIAL. O EXISTING SHRUB TO REMAIN AND BE PROTECTED DURING CONSTRUCTION WHEN FEASIBLE 10 REMOVE EXISTING CURB INLET AS REQUIRED. REPLACE WITH PROPOSED PAVED AREA INLET PER GRADING AND DRAINAGE PLAN, SHEET C103. CALL ENGINEER IF CONFLICT ARISES. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET - C101 DISTURBED ACREAGE 0.16± AC. DEMOLITION NOTES: INSTALL PRESERVATION FENCE AROUND ALL EXISTING VEGETATION NEAR CONSTRUCTION ACTIVITY BEFORE CONSTRUCTION BL-GINS. ALL EXISTING TREES ON SITE ARE TO BE PRESERVED OR TRANSPLANTED UNLESS NOTED OTHERWISE. ANY TREE THAT IS NEAR CONSTRUCTION ACTIVITY SHALL BE PRESERVED PER THE DETAIL ON SHEET L101. 19 EXISTING PARKING SPACES 1 " - 10' 0 5 10 20 3 2 Call 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW"" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 • �0 00 V1 q1T O E-4 �o11.0 U 000000 qqT *'-+ w-4 0 V MM 00 aJ w W U O WQ �z ►� 0 � Ww f� Z!,000 Wz 10� W U� z o 0� W !� o tn� � U o z ,`r w o E E o p — m N wo LQ z(^ o E z E x ° °a 3 � w a x d a Ga ° ra A U ca w F Q cc w cn co Q z d z 0 w a Q...sTERF.. y %, N0. :10200392 -o STATE OF �, ... $V� F V .� 310NAI. ���rrrrIiilt" qL k JAMES K. SBEMMAN P.E. 10200392 a� U 4 R 'N LEGEND FH� = EXIST. FIRE HYDRANT WM O = EXIST. WATER METER /VALVE AE�l = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) O GM © = EXIST. GAS METER = EXIST. GAS VALVE QI = EXIST. STORM INLET MH = EXIST. STORM /SAN. /TELE. MANHOLE M 0 Q ® = EXIST. ELECTRIC METER ® + = EXIST. POWER POLE/POWER POLE w/ LIGHT GA C ,_ = EXIST. GUY ANCHOR T. Ped.0 0 = EXIST. TELEPHONE PEDESTAL FACI HVAC UNIT C0; = EXIST. CLEANOUT ®MB = MAILBOX ~ i = EXIST. LIGHT O 80L = EXIST. BOLLARD EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE EXIST. CONTOURS R = CONCRETE END SECTION (C.E.S.) O GP = GATE POST = TRANSFORMER = RIGHT —OF —WAY LINE — — — z O — = PROPOSED SANITARY SEWER LINE — — — a OA = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN 0 = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE W .� = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION Rte. = DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB — SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE XX = PARKING COUNT 4 3 I 2 I 1 GENERAL NOTES: 1) R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND /OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3) UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND /OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4) ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5) SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8) IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846 -6611 OR TOLL FREE 1- 800 - 452 -6408 DEMOLITION PLAN NOTES: a1 TREE PROTECTION FENCING - SEE DETAIL SHEET L101. O REMOVE EXISTING BEEHIVE CASTING AS REQUIRED. REPLACE WITH PROPOSED MANHOLE CASTING PER GRADING AND DRAINAGE PLAN, SHEET C103. CALL ENGINEER IF CONFLICT ARISES. O REMOVE EXISTING SIDEWALK. O REMOVE EXISTING CURB. r� REMOVE EXISTING STRIPING. RE- STRIPE PER SITE LAYOUT PLAN, SHEET C102 O REMOVE EXISTING RETAINING WALL. O RELOCATE EXISTING LIGHT POLE TO LOCATION AS SPECIFIED ON SITE LAYOUT PLAN, SHEET c102. SAWCUT EXISTING ASPHALT /CONCRETE AND REMOVE UNNECESSARY MATERIAL. O EXISTING SHRUB TO REMAIN AND BE PROTECTED DURING CONSTRUCTION WHEN FEASIBLE 10 REMOVE EXISTING CURB INLET AS REQUIRED. REPLACE WITH PROPOSED PAVED AREA INLET PER GRADING AND DRAINAGE PLAN, SHEET C103. CALL ENGINEER IF CONFLICT ARISES. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET - C101 DISTURBED ACREAGE 0.16± AC. DEMOLITION NOTES: INSTALL PRESERVATION FENCE AROUND ALL EXISTING VEGETATION NEAR CONSTRUCTION ACTIVITY BEFORE CONSTRUCTION BL-GINS. ALL EXISTING TREES ON SITE ARE TO BE PRESERVED OR TRANSPLANTED UNLESS NOTED OTHERWISE. ANY TREE THAT IS NEAR CONSTRUCTION ACTIVITY SHALL BE PRESERVED PER THE DETAIL ON SHEET L101. 19 EXISTING PARKING SPACES 1 " - 10' 0 5 10 20 3 2 Call 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW"" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 • �0 00 V1 q1T O E-4 �o11.0 U 000000 qqT *'-+ w-4 0 V MM 00 aJ w W U O WQ �z ►� 0 � Ww f� Z!,000 Wz 10� W U� z o 0� W !� o tn� � U o z ,`r w o E E o p — m N wo LQ z(^ o E z E x ° °a 3 � w a x d a Ga ° ra A U ca w F Q cc w cn co Q z d z 0 w a Q...sTERF.. y %, N0. :10200392 -o STATE OF �, ... $V� F V .� 310NAI. ���rrrrIiilt" qL k JAMES K. SBEMMAN P.E. 10200392 a� U PROJECT NO. w05.0557 R 'N O U 9 W M m tl O � � o W R w z O a OA o W co stj W .� Cl. Rte. D SHEET N0. PROJECT NO. w05.0557 i[7 89 (1) EXISTING BUILDING 706 iEel U � �l \�O P YR FCo EP R 0R /N s�R 0 3 v N O U I r Ln Ln O O E ( a o U CV � I D v I\ o `n o 0 N 0 U) O OJ 0 3 Ln W v 0 0� U S v O .. N zLjm O� �Lu C) �0 O Q Q J J !L 9 a 0 8 8 i i� i 7 X I EX4,-STING ASPHALT PATH -0.0 7 R 5 GENERAL NOTES 1. ALL DIMENSIONS ARE BASED FROM BACK OF CURB OR FACE OF BUILDING. 2. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 3. f DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. EXISTING BUILDING 706 / 5 4 1 3 LEGEND tr FH EXIST. FIRE HYDRANT WM ® a X = EXIST. WATER METER /VALVE REd = EXIST. SIGN O = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SE /FOUND) ®GM [ © = EXIST. GAS METER c� ® = EXIST. GAS VALVE 0 '5 0 = EXIST. STORM INLET ® """ = EXIST. STORM /SAN. /TELE. MANHOLE EM® El EXIST. ELECTRIC METER ® C) ) = EXIST. POWER POLE /POWER POLE w/ LIGHT GA C 1 = EXIST. GUY ANCHOR T. Ped.® ❑T = EXIST. TELEPHONE PEDESTAL Ac = HVAC UNIT CO a = EXIST. CLEANOUT ®MB = MAILBOX = EXIST. LIGHT Q 60L = EXIST. BOLLARD W z = EXIST. SANITARY SEWER LINE W� EXIST. STORM SEWER LINE — --8-92— — — = EXIST . CONTOURS U4 � z z = CONCRETE END SECTION (C.E.S.) O GP = GATE POST 0 = TRANSFORMER - - - = RIGHT -OF -WAY LINE — — — — — — = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN © = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE - 3 wo = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION o Ln o N = DRAINAGE FLOW ARROW W = WATER LINE G = GAS UNE F.F.E. = FINISH FLOOR ELEVATION TC — TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB- SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE 4 / Ar 565 2 GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL. SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7 ) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 1 1) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 13) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 14) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 15) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 16) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. PLAN NOTES: OASPHALT PAVING PER DETAIL ON SHEET C201 OMATCH EXISTING PAVEMENT O3 MATCH EXISTING ROLL CURB OCONCRETE ROLL CURB — SEE DETAIL ON SHEET C201 (TYP) O5' CONCRETE SIDEWALK — SEE DETAIL ON SHEET C201 OPAINTED WHITE 4" PARKING LINES (TYP) (J PROVIDE 6" MIN., APPROVED TOPSOIL BETWEEN BUILDING AND SIDEWALK, OR BETWEEN CURBS. COORDINATE WITH ARCHITECTURAL DRAWINGS OCONCRETE APRON AROUND STORM DRAINAGE INLET 9O PROPOSED STORM MANHOLE; REFER TO SHEET C103. 10 PROPOSED RELOCATED LIGHT PARKING SUMMARY: PREVIOUS APPROVED PARKING 19 EXISTING PARKING SPACES 17 PREVIOUSLY APPROVED SPACES 36 TOTAL PROPOSED PARKING SUMMARY 19 EXISTING PARKING SPACES 16 PROPOSED PARKING SPACES 35 TOTAL 1 m I mmm- 3 I 2 Call 1- 800 -382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 • ( � \c 00 1:101 [t O No 0 %o V �Gc'iN 'IT in � 00 00 ItT ��o U �I MM00 w W �V 0 WQ ET-1 �z W a I! 0 aw O V1 00 ,I N W z W� � U4 � z z z wo W Iz C ❑u❑ Cln p Lo z,`� - 3 wo a E q — E c o Ln o N 0 z� c5 o z E v� z U) x w O F o a r� ra ra � ca cn w H Q a� w Q z d z 0 w a \```��tr��I t 1►I1�1/i//� N0. _ 10200392 -o `•. STATE OF o ONAL ��G Ilit�" a ho low JAMES B. SHI UiEMAN P.E. 10200392 U d U a d U V d� d � O � � o Z C2 9 N a � W � a O I O o Q .e m 42 SHEET NO. C102 PROJECT NO. w05.0557 M O U r Ln 0 O U U' a 0 � N V / M S= � V / LO O Ln O Ln N O O O- Ln N i O s O 0,0 = a 0. • • c� w z I— L C) Ili C 0 J (] Q T•7 al f324.1E . 8_ ?5 14 � I I I \ p4.8� 82t� �7 r / / X 32,, r 3,98 EXISTING 824 �_j w / EXISTING BUILDING / J 823.47 / t / U / / J / / 823.01 MEG 822.68 i/ 823.05 8 - -3 09 /7- F, PeR FCO D 82 .03 P� OR s�R � 0 3 823.07 i NV CEj< X822.04 _o /. LnU / r / 0 - 0 0 i Q N i Ln 0 Ln 04 0 821.72 0 0 � 3 'n m v o o = "0 o 0 U =o wwm Z �o of\w , Qo w� oQ Qo J J O d 10 I PAVLD AREA INLET TC= 822.53 INV (W)= 818.63 INV (S) =818.63 Y 8`3.29 / M. / Cm 50'x20' CONSTRUCTION ENTRANCE (USE EXISTING A,- -5 P H A LT ENTRANCE) z 4 5 POST 4' DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE 0 U (MIN) -6' MESH SPACING , (MAX) FASTENED BY 1 ° WIRE STAPLES, TIE WIRES, OR HOG RINGS z d U FILTER FABRIC ALONG LENGTH d (NO JOINTS) STAPLE OR co WIRE TO FENCE d 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED DOW UPSLOPE SLOF H SILT FENCE SECTION (NO SCALE) EXISTING BUILDING 706 MEG4 4 1 3 S � � �_ r- = - v � � R� UNOFF p,UNOFF ? i 1"' 4 t RUNOFF MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. GRAVELPAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) CATCH BASIN/ DRAINAGE STRUCTURE 1 "X2" HARDWOOD I CROSSBRACING 2 "X2 °X36" HARDWOOD STAKES WITH POINTED END - AT 5' O.C. 1/2- X 2" X 24" WOOD LATH AT EACH STAKE OVER FABRIC 36" WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND \ STABILIZE IT. SILT FENCE INLET PROTECTION DETAIL (NO SCALE) 824.57 84.57 �. G 4.35 F;,1 823.02 . 6x,29 4 / S ' STM STIR 700 ' REPLACE EXISTING CASTING / `r" M4' NEENAH R -1772 ' TC= 823.62 INV (N)= 820.92 i INV (W)= 817.62 -- INV (E)= 817.62 - - - -- Sri 1 1 \4 v `ivj - v i .� INV (NE)= 815.44 INV (S)= 815.39 H:2 5:3 \ 2 1 • %Z 00 U1 EROSION CONTROL SPECIFICATIONS: u w THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE � rn � E-4 BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER 00 00 It �--� SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. tZ t--: 00 x MM00 TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 x w GAYS. w a PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. �+ U PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. V1 W /'1 ALL SEDIMENT CAPTURING MEASURES SHALL BE- IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION p fZ-1 AREA THEY ARE INTENDED TO SERVICE. �A ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. a I� a IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES i 51 SHALL BE USED. VI 1:4 1.-4 o DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY W �m AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION a ;4 AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS a/ HAS BEEN OBTAINED. O V1 THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 00 AND /OR OWNER. w � Z IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE x a CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN w Z STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER 2 MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. 0 Uj W V� z FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. � 0 z II 0 W zz� . EROSION CONTROL LEGEND EROSION CONTROL NOTES o d SOD OR LANDSCAPED AREA. SEE V y.".".".y . PLANTING CHART FOR LAWN OR L101 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, FOR LANDSCAPING. EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. C'- L_ � CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCE ALONG AS SHOWN.. Q, 3 SILT FENCE BOX / GRAVEL BAG o '� �" o ® PROTECTION /GRATE FILTER FABRIC 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF z ,� w A E y: E oN MATERIAL IN THE STREET OR ADJACENT PARKING AREAS.. E ° d c1 z __ " w S F SILT FENCE 0° � o M d w Ew� o 0 pa. QC) A Q U Q SEASONAL SOIL PROTECTION CHART STABIUWON w -- - - -- -- - -- - -- E-1 PERMANENT A�� / /I���� ~iI�> D SEEDING DORMANT B $ B SEEDING TEMPORIRY C -b D b SEEDING E ■iiiiliiii -P SODDING D MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F = SOD G = STRAW MUI.CH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: 317.846.6611 FAX: 317.843.0546 CONTACT PERSON: JAMES K. SHINNEMAN ' EMAIL: SHINNEMANJ ©WEIHE.NET �'u ' 1 " -- 10' 0 5 10 20 7 I 6 5 4 3 2 Call 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "1 T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE. INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 0 z� w A z cc cn z 0 w a ��I \II11111111/���� N0. = 10200392 -o STATE OF z /SS /ONAL lbbo /os JAMES K. SHINNEMAN P.E. 10200392 Q) U PROJECT NO. w05.0557 0 U W z d U � l V ~ d 1---� co w � d H q Z o O V 0 ° O Z Q W O Z co o a W C ° SHEET NO. C104 PROJECT NO. w05.0557 3 Li _O U I r Ln Ln O Ln O v � a O N U II� � I / Ln r 0 Ln O Ln N O tC O 0- 3 o - f N / UC =� 0. Z � C 0 LL Ham\ � C-) 0 C -3 o a r Ln d O L O w E � a C: LO o U) U / N OD / trj r O O Ln N O Ln O r O L1 aU O O p N (n U �v0 z 0 �L �- D C-) 0 Fw OJ J � 10 I I 9 EARTHWORK SPECIFICATIONS: 1. SCOPE OF WORK A) EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED, ON THE DRAWINGS AND DESCRIED IN THE -C SPECIFICATIONS. 2. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 3. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 5. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. cn B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 2. STORM DRAINAGE SYSTEMS. - 3. SANITARY SEWER SYSTEMS. 4. WATER SUPPLY SYSTEMS. 5. DRIVES AND PAVING. 2. BENCHMARKS A) MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. 4. REMOVAL OF TREES A) REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. B) ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL A) REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING A) GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHO`NN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. B) ROUGH GRADING. THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED - 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. -0 D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. F) ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PN EiJENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES U . A) RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. B) IS SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. . C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. D) INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE ENGINEER. 8. SEEDING PREPARATION A) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. IT 3 0 M 0 1 r Ln Ln 0 Ln 0 E N a c U-) o u') Q / N cp c: I D i 0 '- O 0 O Ln N 0 L, . 0 . r r ,o v � _ o L 3 a� 0 0 _0 c 0 U O 0 N ` 0 1_�y O = a r Z � 0 LD F 1_ W E- :D \ I- O W �- O Q Q O J _j 0n 10 I 9 g 7 SANITARY SEWER SPECIFICATIONS: . SCOPE OF VdORK -HE WORK UNDER THIS SECTION INCLUDES SANITARY SEWER LATERAL, CLEANOUTS, AND RELATED ITEMS, INCLUDING EXCAVATION AND BACKFILLING NECESSARY TO COMPLEi E THE WORK SHOWN ON THE DRAWINGS, STARTING FIVE FEET OUTSIDE THE BUILDING WALLS. THE ENDS OF SEWERS SHALL BE TIGHTLY PLUGGED OR CAPPED ,T THE TERMINAL POINTS, ADJACENT TO BUILDINGS, PENDING THE CONNECTING OF ALL SUCH LINES TO THE BUILDING DRAIN AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 1. MATERIALS A. SANITARY SEWERS 1. ALL GRAVITY PLASTIC SEWERS PIPE AND FITTINGS SHALL CONFORM TO ASTM D3034, SDR -35, THE MINIMUM CELL CLASSIFICATION FOR PVC AND TRUSS PIPE SHA L L BE 12454 -8 OR 12454 -C. 2. ABS SEWER PIPE AND FITTINGS SHALL CONFORM TO ASTM D2680 OR LATEST REVISION. IF USING TRUSS PIPE, JOINTS SHALL BE GASKET TYPE. 3. JOINTS FOR PVC AND PVC TRUSS PIPE SHALL BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS. B. MANNHOLES 1. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION. 2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS. THEY SHALL BE SMOOTH AND WELL- CLEANED BY SHOTBLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING, TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. 3. ALL CASTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM A -48 -83 CLASS 35B HAVING A MINIMUM TENSILE STRENGTH OF 35,000 PSI, AND BE TRUE TO PATTERN; COMPONENT PARTS SHALL FIT TOGETHER IN A SATISFACTORY MANNER. ftOUIvD FRAMES AND COVERS SHALL BE OF NON- ROCKING DESIGN OR SHALL HAVE MACHINED HORIZONTAL BEARING SURFACES TO PREVENT ROCKING AND RATTLING UNDER TRAFFIC. ALL CASTINGS SHALL BE FULLY INTERCHANGEABLE. 4. ALL WEIGHTS SHALL NOT DEVIATE FROM THE TOLERANCES PERMITTED BY ASTM A48 -83 "STANDARD SPECIFICATIONS FOR GRAY IRON CASTINGS ". 5. JOINTS - MANHOLE SECTIONS SHALL BE JOINTED WITH SEALED "0" RINGS. THE "0" RINGS SHALL MEET ASTM C -443, LATEST REVISION. PIPE TO MANHOLE CONNECTIONS SHALL BE RESILIENT CONNECTORS IN ACCORDANCE WITH ASTM C -923. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTORS BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS, BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS A� !D CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL CEPARTMEINT OR UTILITY COMPANY. C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEVERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE EXISTING ACTIVE R,1PROVEMEN I S. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH CF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES OR 12 ! NCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKERS AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCL.I.MSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION TO THOSE SHOaVN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT AND THE CONTRACT WILL BE ADJUSTED. G. BACKFILLING: FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. COMPACT THIS BACKFILL THOROUGHLY, TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY - THOROUGHLY COMPACTED BY APPROVED M1HODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL BE CONSTRUCTED THE SAME. H. MANHOLE INVERTS: CONSTRUCT MANHOLE FLOW CHANNELS OF CONCRETE SEINER PIPE OR BRICK SMOOTHLY FINISHED AND OF SEMI - CIRCULAR SECTION CONFORMING TO THE INSIDE DIAMETER OF THE CONNECTING SEWERS. MAKE CHANGES IN SIZE OR GRADE GRADUALLY AND CHANGES IN DIRECTION BY TRUE CURVES. PROVIDE SUCH CHANNELS FOR ALL CONNECTING SEWERS AT EACH MANHOLE. 1. INFILTRATION: FURNISH NECESSARY EQUIPMENT TO TEST SEWERS FOR INFILTRATION. INFILTRATION RATES SHALL NOT EXCEED THE LOCAL STANDARDS. INFILTRATION UNDER TEST SHALL NOT EXCEED 100 GALLONS PER INCH ON INSIDE D,AMETER OF SEWER PIPE PER MILE OF SEWER IN 24 HOURS AND INCLUSIVE OF ALL. APPURTE�JANCES WITH IN THE SECTION BEING TESTED SUCH AS MANHOLES, HOUSE CO�JNEC'T{ONS, ETC. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY THE LOCAL SEWER UTILITY. J. FLUSHING SEWERS: FLUSH ALL SANITARY SEWERS EXCEPT BUILDING SEWERS WITH WATER TO OBTAIN FREE FLOW THROUGH EACH LINE. REMOVE ALL SILT AND TRASH FROM APPURTENANCES JUST PRIOR TO ACCEPTANCE OF WORK. K. PLASTIC SEWER PIPE INSTALLATION: PLASTIC SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 PER LATEST REVISION, AND NO PLASTIC PIPE SHALL EXCEED A DEFLECTION OF 5 %. PERFORM MANDREL TESTS AS REQUIRED BY SEWER DEPARTMENT. L. STORM WATER CONNECTIONS: NO ROOF DRAINS, FOOTING DRAINS AND OR SIJRFAC= �1JATER DRAINS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEMS, INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. M. WATERLINE CROSSING: WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED ABOVE THE SEWER WITH MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE C'UCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET OF THE WATER LINE. N: UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. . THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 8 1 7 6 1 5 EROSION CONTROL SPECIFICATIONS: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN T F TIME. UNALTERED FOR AN EX TENDED PERIOD 0 PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. STORM SEWER SYSTEMS 1. SCOPE OF WORK THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORMWATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS A. STORM SEWERS: 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C -76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION. B. MANHOLES: 1. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION. 2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS. THEY SHALL BE SMOOTH AND WELL - CLEANED BY SHOTBLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A -48 LATEST REVISION. 3. JOINTS - MANHOLE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS. THE RUBBER TYPE GASKETS SHALL MEET ASTM' C -443 LATEST REVISION. C. SUBDRAINS: 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D 3034 SDR 35, ASTM D 2729, OR ASTM F 405. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AND REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE CITY OF CARMEL. C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE - LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWA EERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION TO THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. G. BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, FOOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREET SHALL BE GRANULAR MATERIAL ONLY - THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. H. MANHOLE INVERTS: CONSTRUCT MANHOLE FLOW CHANNELS OF CONCRETE, SMOOTHLY FINISHED AND OF SEMI- CIRCULAR SECTION CONFORMING TO THE INSIDE DIAMETER OF THE CONNECTING SEWERS. MAKE CHANGES IN SIZE OR GRADE GRADUALLY AND CHANGES IN DIRECTION BY TRUE CURVES. PROVIDE SUCH CHANNELS FOR ALL CONNECTING SEWERS AT EACH MANHOLE. I. SUBDRAINS: ALL SUBDRAINS ONSITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 6 1 5 4 1 3 PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4400 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1 " 80 -100 3/4" 79 -90 1/23' 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER, SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR NAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A P�IUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. F. CONCRETE CURB: 1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. 2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES, FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. G. CONCRETE WALKS AND EXTERIOR. STEPS: 1. SLOPES: PROVIDE 1/ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE '/2 INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED_ I. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. NOTE: THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 4 1 3 9 WATER LIMES: 1. SCOPE OF WORK A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH UNES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS A. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C -150 AND C -151 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C -104. B. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. C. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C -502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS, FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. D. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. 1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C -500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND -WAY, GROUND -KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1, FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO -TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5-,Y4 INCHES. 2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2 -1/2 INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR aRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL -TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 3. APPUCATION: A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. B. EXISTING IMPROVEMENTS MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS IN PROGRESS, UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS. G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE. J. UTTUTIES: IT SHALL BE THE RESPONSIBIUTY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. Amomom -, 2 Cali 1 -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 i ROVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 j SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE 1 CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION I PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 0 11 rr %0 00 O 9-4 Vi d' i 11q u i� I O 14R V w T ,'IT W) .1 00 00 qql 10-01 �� o z 1 .--� O U MM00 aJ w w a w cf�' 4.4 a I � U I _ , In 0 wA Li� 1, Rz r III a a V1 m 1:4 �IIIIIIIIIIIIIIIIIIII� I r >4 i W ii a >. �4 ; �:) I' O m ii z 11 Q� 00 �:Q > �4 � Z I4 w wI! C/1 II' a H w V� Z �0 w i .i 0- z W . O� 0-4 : i 02 11.0 ,.4 0-4 V %�I L_� C _ o z,Ln w >_ E E >" m Ln CD o E-� c° d U w i j.: m - w� �� w o zr.zEzEx� In 9 � 0 O 0 3 0 LO 0 Q � Q d cn Q W L) � O aa. o W C:) C/:) d >_ co w H Q M L4 U) co Q z co z 0 > w x ��11111111111/!///� ``�\ \% C, YC. S H114 f //,, `` �Q�.�- GisTER�p �qy �'% _ N0. _ :10200392: -o `•�. STATE O F �, _' 'z'00 � •' NDIANP.• -� * "- ��' �� FS. ... �G `��. ///11/11 NAL 1� ```\�`\ I i los JAMES K. SHINNEMAN P.E. 10200392 Q) 0 0 SHEET NO. C301 PROJECT NO. wO5.0557 2 C2 >= U 9 � � d z P-4 W C:) C/:) d V ~ 0 � w -0 11_� 0­4 M 0 ".4 O � P1.4 o � a W � �r, O r q W � F-- U o a o �o Q w -<� � Z, P-0 Ell y - ; d w �-, oz .0 9 C a � rr ,, V a o SHEET NO. C301 PROJECT NO. wO5.0557 cal- ce U Wei 3 0 I r O O / E c c"! a U U N c I D / L0 o U) o 0 N O u � O J oQa o 0 0� �0 o =g °� wm Z g0 2��``' J50a- 10 NOTES: 1. AVOIDING DAMAGE DURING CONSTRUCTION 2. BARRIERS THAT EXTEND BEYOND THE DRIP LINE PROTECT TREES DURING CONSTRUCTION. WATER DRIP -LINE HIGH VISIBILITY PLASTIC MESH FENCE FENCE POST EX. GRADE 9 8 �EX. TREE (DRIP-LINE) / PROP. FENCE POST THIGH VISIBILITY PLASTIC \ / MESH FENCE THE SUREST WAY TO PROTEC TREES THAT ARE TO BE SAVED IS TO: 1. WORK WITH THE B! 11IL.DR TO LOCATE AND MARK WITH FLAGGING AND /OR SIGNS ALL COSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS -OR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL, 2. WORK WITH THE U1LIT CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TENCHES, AND 3. ERE CT PHYSICAL CAL BA R:RS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND FOUPS OF TREES, NEAR THE CONSTRUCTION AC i ,V! T. TREE PRESERVATI DETAIL NO SCALE, EXISTING BUILDING 706 M/T pER YR \O p R/pR S\ VEy / 7 6 5 NOTE: STAKE & GUY TREES AS IF SITE CONDITIONS DICTA (3) 10 GAUGE STEEL GUY WIRES EVENLY SPACED TREE PROTECTOR TREE WRAP ROLL BACK TOP 1/3 BURLAP, T AND REMOVE ALL BINDERS 4 4" LAYER OF SHREDDED PLACE ROOT FLARE 1 " -2" H f HIGHER THAN FINISHED GRADE PRE - EMERGANCE HERBICIDE 4" HIGH EARTH SAUCER - PLANTING BED 1 S �11i11- I I NO LESS THAN 2 DEEP I� =1 j j BACKFILL �_� i I i l l —I I _ EXISTING SUBSOIL CR -- — — — -- COMPACTED BACKFILL EXISTING BUILDING 706 M/T pER YR \O p R/pR S\ VEy / 7 6 5 NOTE: STAKE & GUY TREES AS IF SITE CONDITIONS DICTA (3) 10 GAUGE STEEL GUY WIRES EVENLY SPACED TREE PROTECTOR TREE WRAP ROLL BACK TOP 1/3 BURLAP, T AND REMOVE ALL BINDERS 4 4" LAYER OF SHREDDED PLACE ROOT FLARE 1 " -2" H HARDWOOD MULCH HIGHER THAN FINISHED GRADE PRE - EMERGANCE HERBICIDE 4" HIGH EARTH SAUCER ° P PLANTING BED 1 S �11i11- I I NO LESS THAN 2 DEEP I� =1 j j BACKFILL �_� i I i l l —I I _ EXISTING SUBSOIL CR -- — — — -- COMPACTED BACKFILL Hv- 7 V ( 3 DO NOT CUT CENTRAL LEADER j TREES OF THE SAME SPECIES TO BE MATCHED IN GROWTH CHARACTER AND UNIFORMITY. NOTE: STAKE & GUY TREES AS SHOWN �� �� TWO - GALVANIZED NO. 12 WIRE GUYS: IF SITE CONDITIONS DICTATE. / \\� FASTEN TO WOOD STAKES. PLACE 2 -PLY RUBBER HOSE ON WIRE TO ALL POINTS OF TREE CONTACT. MINIMUM 2 x2 x 6' TREATED WOOD STAKES 2 PER TREE. DRIVE STAKES AT AN ANGLE AND DRAW VERTICLE. TOP OF STAKES TO BE PAINTED WITH FLUORESCENT PAINT OR EQUIVALENT. ROLL BACK TOP 1/3 BURLAP, \ \��� AND REMOVE ALL BENDERS i� \� \ 4" LAYER OF SHREDDED PLACE ROOT FLARE AT FINISHED ii�� �\ ��� \� HARDWOOD MULCH GRADE �i � \�� ° PRE - EMERGANCE HERBICIDE 4" HIGH EARTH SAUCER _ as as °aa FINISH GRADE e e e °a ° ° ° ° AAA ° °a ° 11 EXISTING SUBSOIL OR _ COMPACTED BACKFILL PLANTING BED II II SCARIFY PIT SIDES AND BOTTOM PREPARED BACKFILL =III J I I NO LESS THAN 2" DEEP 3" LAYER OF COMPACTED -i iii —iii' III —11 -11 I 111 —iii 'SOIL BACKFILL v PLANT BALL EVERGREEN PLANTING DETAIL (NO SCALE) PRESERVATION NOTE: INSTALL PRESERVATION FENCE AROUND ALL EXISTING VEGETATION NEAR CONSTRUCTION ACTIVITY BEFORE CONSTRUCTION BEGINS. EXISTING MULCH NOTE: MULCH TO BE PLACED AROUND ALL INSTALLED BUILDING 706 LANDSCAPE MATERIAL AND WITHIN ALL BEDS UNLESS OTHERWISE NOTED. OLEGEND 1 SOD —ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE. (BY LANDSCAPE CONTRACTOR) (TYP ). ALL OTHER AREAS TO BE SEEDED. J 0 Lawn - A A CH ROLL BACK TOP 1/3 BURLAP, AND CUT ALL TWINE AND WIRE PLACE ROOT FLARE 1"-2" HIGHER THAN FINISHED GRADE 4" HIGH EARTH SAUCER PLANTING BED PREPARED BACKFILL 2 SHRUB & SMALL TREE PLANTING DETAIL (NO SCALE) 1 4" LAYER OF SHREDDED HARDWOOD MULCH PRE - EMERGANCE HERBICIDE FINISH GRADE SCARIFY PIT SIDES AND BOTTOM NO LESS THAN 2" DEEP EXISTING SUBSOIL OR COMPACTED BACKFILL 3" LAYER OF COMPACTED TOPSOIL BACKFILL PLANT SCHEDULE PLAN BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION ON CENTER REMARKS KEY B B & BARE COAT SPACING SHRUBS/GRASSES Hv HAMAMELIS VERNALIS VERNAL 4 -5' 2 X 3' OC WITCHHAZEL Ig ILEX GLABRA 'COMPACTA' COMPACT 5 37 X 2' OC INKBERRY # VC VIBURNUM CARLESII KOREANSPICE #7 7 X 3' OC VIBURNUM LANDSCAPE REQUIREMENTS REQUIREMENT: PROVIDED: A GREENBELT OR LAWN AREA WITH A MINIMUM OF THIRTY (30) FEET SHALL BE PROVIDED YES ALONG THE ABUTTING OR ADJOINING PROPERTY LINE. EXISTING STAND OF TREES GENERAL NOTES: 1. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 2. AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 3. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLAN F INGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 4. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 5. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 7. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 8. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 9. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 10. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 11. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 12. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 14. MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL WITHIN BEDLINES UNLESS SPECIFIED OTHERWISE Call 1 -800- 382 -5544 PLAN NOTES: 2 WORKING DAYS BEFORE YOU DIG. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 1" = 10' 0 5 10 20 -7-- 3 2 "1T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 I • 7 ...4 %0 00 U:! u w : ZI 00 00 ��o x M CM 00 x w � V wA �z l O 00 N Q wz w z o w O > ❑n❑ w 3 Ln O _0 _0 y" o z � C=l E E O U) C14 Ln z I` z z x o 0 ° „ w o 3 0 GQ a Q o Q Q Q w V) A z z 0 y w a Io•10.0 No. 20300131; _ STATE OF ~ : v ;S% ...........E .......... PE.ARG�``\��. 21C A. CARTER R.L.A 20300131 mQ) ■ U ti U W M d O z q � o W o I O n a d � SHEET NO. L 1 01 PROJECT NO. w05.0557 v PLANT BALL EVERGREEN PLANTING DETAIL (NO SCALE) PRESERVATION NOTE: INSTALL PRESERVATION FENCE AROUND ALL EXISTING VEGETATION NEAR CONSTRUCTION ACTIVITY BEFORE CONSTRUCTION BEGINS. EXISTING MULCH NOTE: MULCH TO BE PLACED AROUND ALL INSTALLED BUILDING 706 LANDSCAPE MATERIAL AND WITHIN ALL BEDS UNLESS OTHERWISE NOTED. OLEGEND 1 SOD —ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE. (BY LANDSCAPE CONTRACTOR) (TYP ). ALL OTHER AREAS TO BE SEEDED. J 0 Lawn - A A CH ROLL BACK TOP 1/3 BURLAP, AND CUT ALL TWINE AND WIRE PLACE ROOT FLARE 1"-2" HIGHER THAN FINISHED GRADE 4" HIGH EARTH SAUCER PLANTING BED PREPARED BACKFILL 2 SHRUB & SMALL TREE PLANTING DETAIL (NO SCALE) 1 4" LAYER OF SHREDDED HARDWOOD MULCH PRE - EMERGANCE HERBICIDE FINISH GRADE SCARIFY PIT SIDES AND BOTTOM NO LESS THAN 2" DEEP EXISTING SUBSOIL OR COMPACTED BACKFILL 3" LAYER OF COMPACTED TOPSOIL BACKFILL PLANT SCHEDULE PLAN BOTANICAL NAME COMMON NAME SIZE QUANTITY ROOT CONDITION ON CENTER REMARKS KEY B B & BARE COAT SPACING SHRUBS/GRASSES Hv HAMAMELIS VERNALIS VERNAL 4 -5' 2 X 3' OC WITCHHAZEL Ig ILEX GLABRA 'COMPACTA' COMPACT 5 37 X 2' OC INKBERRY # VC VIBURNUM CARLESII KOREANSPICE #7 7 X 3' OC VIBURNUM LANDSCAPE REQUIREMENTS REQUIREMENT: PROVIDED: A GREENBELT OR LAWN AREA WITH A MINIMUM OF THIRTY (30) FEET SHALL BE PROVIDED YES ALONG THE ABUTTING OR ADJOINING PROPERTY LINE. EXISTING STAND OF TREES GENERAL NOTES: 1. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 2. AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 3. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLAN F INGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 4. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 5. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 7. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 8. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 9. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 10. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 11. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 12. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 14. MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL WITHIN BEDLINES UNLESS SPECIFIED OTHERWISE Call 1 -800- 382 -5544 PLAN NOTES: 2 WORKING DAYS BEFORE YOU DIG. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 1" = 10' 0 5 10 20 -7-- 3 2 "1T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 I • 7 ...4 %0 00 U:! u w : ZI 00 00 ��o x M CM 00 x w � V wA �z l O 00 N Q wz w z o w O > ❑n❑ w 3 Ln O _0 _0 y" o z � C=l E E O U) C14 Ln z I` z z x o 0 ° „ w o 3 0 GQ a Q o Q Q Q w V) A z z 0 y w a Io•10.0 No. 20300131; _ STATE OF ~ : v ;S% ...........E .......... PE.ARG�``\��. 21C A. CARTER R.L.A 20300131 mQ) ■ U ti U W M d O z q � o W o I O n a d � SHEET NO. L 1 01 PROJECT NO. w05.0557 LANDSCAPE REQUIREMENTS REQUIREMENT: PROVIDED: A GREENBELT OR LAWN AREA WITH A MINIMUM OF THIRTY (30) FEET SHALL BE PROVIDED YES ALONG THE ABUTTING OR ADJOINING PROPERTY LINE. EXISTING STAND OF TREES GENERAL NOTES: 1. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 2. AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 3. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLAN F INGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 4. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 5. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 7. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 8. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 9. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 10. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 11. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 12. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 14. MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL WITHIN BEDLINES UNLESS SPECIFIED OTHERWISE Call 1 -800- 382 -5544 PLAN NOTES: 2 WORKING DAYS BEFORE YOU DIG. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 1" = 10' 0 5 10 20 -7-- 3 2 "1T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 I • 7 ...4 %0 00 U:! u w : ZI 00 00 ��o x M CM 00 x w � V wA �z l O 00 N Q wz w z o w O > ❑n❑ w 3 Ln O _0 _0 y" o z � C=l E E O U) C14 Ln z I` z z x o 0 ° „ w o 3 0 GQ a Q o Q Q Q w V) A z z 0 y w a Io•10.0 No. 20300131; _ STATE OF ~ : v ;S% ...........E .......... PE.ARG�``\��. 21C A. CARTER R.L.A 20300131 mQ) ■ U ti U W M d O z q � o W o I O n a d � SHEET NO. L 1 01 PROJECT NO. w05.0557 GENERAL NOTES: 1. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 2. AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 3. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLAN F INGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 4. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 5. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 7. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 8. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 9. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR ONE (1) YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 10. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 11. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 12. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 13. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 14. MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL WITHIN BEDLINES UNLESS SPECIFIED OTHERWISE Call 1 -800- 382 -5544 PLAN NOTES: 2 WORKING DAYS BEFORE YOU DIG. O THRU O RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 1" = 10' 0 5 10 20 -7-- 3 2 "1T'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. 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 OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 I • 7 ...4 %0 00 U:! u w : ZI 00 00 ��o x M CM 00 x w � V wA �z l O 00 N Q wz w z o w O > ❑n❑ w 3 Ln O _0 _0 y" o z � C=l E E O U) C14 Ln z I` z z x o 0 ° „ w o 3 0 GQ a Q o Q Q Q w V) A z z 0 y w a Io•10.0 No. 20300131; _ STATE OF ~ : v ;S% ...........E .......... PE.ARG�``\��. 21C A. CARTER R.L.A 20300131 mQ) ■ U ti U W M d O z q � o W o I O n a d � SHEET NO. L 1 01 PROJECT NO. w05.0557