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HomeMy WebLinkAbout05100003 Civil Construction Plans Rcv. 10/4/2005 DOCSt �.ff Q) -0 0 3 0 ° U I r Ln L 0 Ln 0 0 V m i I� Ln o 'n 0 0 N O / L Lo CN u c O r wm Z c) U >�O 0 < -j JJ n� Q PLANS PREPARED F01�: MEADOWLARK OFFICE PARK 703 PRO — MED LANE' CARMEL, INDIANA 46032 TE'LE'PHONE: 317.848. 570 0 FAX.- 317.815.6140 CONTACT PERSO . ,STEVE DAUBY PLANS. PREPARED B-170- 6 i j S I I 4 ! 3 I "°� x�-o- ': 11 0 a �_+. - AW - - W EI HE ENG I NEE.., S-, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, Tt,.V 46280 TE'LE'PHONE: 31'1.2146.6611 FAX: 317.8 4 3.0 514 6 CONTACT PERSO X- JA MES K Shri T ME�`__� _ _/v , y--— kA IF—.. o o, P AA It MAP 1 xm 1, INDIANAPOLIS METROPOLITAN PLANNING AREA j WN R 1YM A �a65 67 .aas --. • I 37 a -� _a .w 74 F I I I +o .- U. A( „ I •" ASPMW 52 ` I ` c bi 74 It 7 so Q to vuir �w F i ! 37 1 3 5 MY OF INDARAPOW jEFARWU OF IE FOPWM DcALOPMM n 2 4 o MILES PROJECT LOCATION- BENCHMARK GENERA. NOTES: I ON MAP AREA MAP CENTERLINE MONUMENT AT T-�`_ RADIUS- POINT OF THE CUL —I;E —� AC F0; : 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PROMED LANE PERMITS AND APPRO =VALS- ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND ELEVATION = 830.0 FEET ! 2 INDEX REVISIONS STATE AuLIN IFS PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONS0!LIiY TO FIELD VERIFY THE EXACT 0 7� LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA �Y BEFORE STARTING CONSTRUCTION. AFTER,. FIELD VERIFICATION OF EXISTING UTILITIES, d V ~ d r T ^W N M � CONTRACTOR SHALL CONTACT THE ARCHITECT "ENGINEER) ON ANY VARIATIONS IN d� DRAWINGS AND SITE CONDITIONS_ BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. z 3_ IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE N CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. rte, U 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK W SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. __ -- _ _ _ __-- - - - - -- 5.---- OCCUPATONAL -- SAFETY AND' HEALTH -ADMINISTRATION (OSHA) STANDARDS- FOR - - -- - - - - -_- - _ __ o EXCAVATIONS: FINAL RULE .29 1 CFR PART 1926, SUBPART "P" APPLIES TO ALL OPERATING AUTHORITIES: S: 5 SHEET NO. EXCAVATIONS EXCEEDING FIVE(5) FEET IN .. DEPTH. cooli CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT IPL 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 25 MONUMENT CIRCLE DESIGN OF A TRENCHAFtTY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 INDIANAPOLIS, INDIANA 46204 PLANNING DIRECTOR: MATT GRIFFIN JASON LEMASTER LINDA RHEA 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY 317 -571 -2417 317- 776 -8500 317 -261 -5274 CONTROL THROUGHOUT THIS PROJECT. DEPT. OF ENGINEERING: DICK HILL 317- 571 -2441 VEOLIA WATER INDIANAPOLIS VECTREN ENERGY 8. THE ENGINEER AND /OR OWNER ' D.!SCLA!M ANY ROLE IN THE CONSTRUCTION MEANS ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 317- 571 1220 WATERWAY BLVD. P.O. BOX 1700 AND METHODS ASSOCIATI, D WITH THE PROJECT AS SET FORTH IN THESE PLANS. -2444 INDIANAPOLIS, INDIANA 46202 317- 263 -6347 NOBLESVILLE, INDIANA 46061-1700 CHUCK SHUPPERD CITY OF CARMEL FIRE DEPARTMENT 317- 776 -5535 9. TEMPORARY TRAFFIC- CONTROL DU_ RING CONSTRUCTION TO CONFORM TO APPLICABLE TWO CIVIC SQUARE CARMEL CITY UTILITIES LOCAL STANDARDS. CARMEL, INDIANA 46032 130 FIRST AVENUE S.W. SBC GARY HOYT CARMEL, INDIANA 46032 5858 NORTH COLLEGE AVENUE 10. BEAR!tiiG" S, DIMENSIONS, AND- EASEMENTS ARE SHOWN FOR REFERENCE ONLY. 317 -571 -2600 JOHN DUFFY INDIANAPOLIS, INDIANA 46220 SEE RECORD SURVEYS., AND::'PLAT$ FOR EXACT INFORMATION. CLAY TOWNSHIP REGIONAL WASTE DISTRICT 317- 571 -2648 317-265'-2727 2 27 10701 NORTH COLLEGE AVENUE, SUITE A HAMILTON COUNTY SURVEYOR'S OFFICE 11. ANY FIELD TILES ENCOUNTERED DURING ANY EXCAVATION SHALL BE REPAIRED INDIANAPOLIS, IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 AND CONNECTED TO . NEW -STORM SEWERS WITH POSITIVE DRAINAGE MAINTAINED. CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER 317- 844 -9200 NOBLESVILLE, INDIANA 46060 12. SEE ARC [-I�TECTURA,L. PLANS FOR DETAILS OF BUILDINGS AND BUILDING GREG HOYES DIMENSIONS. D0 NOT--STAKE BUILDING FROM THESE PLANS. 317- 776 -3495 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 18057002007 F DATED FEBRUARY 199 20030 PANEL 207 OF 290. 8 ! 7 i 19 4 1 " = 10' i 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 BOVE 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 CA IT 0 N u �6 (yi c� w I � IT IT V) H 00 00 1T x U MM00 a/ xw w a U u �z haw it a� O C4a> o v1 A > < 04 li 04 �wz � 0 WU4 z a �.. U 3 o � o _0 ?, �n O E- o W m W� O \ \ Ln Z I� z Z L x o in - wo. O C5 C CO d W E a A o Q A U q W d A Cn W Q z d z 0 ``\��•```�S YC. S H1,V4/Z N0. ' 10200392 - Si-o� % STATE OF �S!V.......... DINP.G��1�`�`. /ONAL E \``��� ��1l111I I1111\1 1 '01¢105- JAMES K. P.E. 10200392 U PROJECT NO. w05.0557 a� 0 7� �Y q d V ~ d r T ^W N M � d� z 0_. N rte, U W o 5 SHEET NO. cooli t PROJECT NO. w05.0557 a� oi22i2000 IWLI: 47 AIA J:\ C( 1G !'!L•T'`.UUEUE'\I.9'(Li'R.00i= pia' "t•i \11ii7t,+, f f C1 = 43042'47" R = 250. 00' T = 100.28' L = 190. 73' Ch = 186. 14' Brg = N 21 °5745 "W C4 Carve floc o C2 C3 Q NE Corner. NW 1 /4 I Section 25- 1.8 -03 U R = 50. 00 1 R = 50. 00' U) cr_ l ij 1 �_ `- ° o0 T = L_ = 19. 82 74 37. ' j = L = ,. _ _, 229. 32' Pro-Med, Ltd � Im aD Quinet Kensington Place � Phillip - I Inst. No. 90-05515 O ti D :B. 340, P . 404 g Ch _ 36. 85 Ch. = i i I i 75. 02' I I Deed Not Found I ui I O I ti C) Brg = N 65026'26"W Brg = I N 44019"7#3"E N00° 08 712 "W i i I ® (= 'I I I I ,°. 0. B. V 12. 1 N88 °38'05 "E to I 451.05 S 00 008'12 "E C 5 ii I I� N ode d e Z IZ Low L n ►:�n 19-60 I Q= 400•19''54" Q- 21052'09" II 1 II - -_ � 0: _ 10 ------------------- I R = .0.00' R = 300.00' II -_ -� -_ T = 18.36'- T = 57.96 '' I �� - - _ _ _ I w - --- ---- --- -------------- = 35,20 '•' L = 114. 50' �:.. it � It � 9 ��� � - - - U, p'- - - i -. _ _ y DISTURBANCE BUFFER Wouded Area - - � E , Q " It P R - 50 N -- - - - - -- - _ .� �, ,.. Ch - 113:81 -- tt � 3 � P__ � ------- -_�.. Ch .�4. 47 =S It -4'2651"E. ' Brg = S 33 °40'43 "E � tt �t - - - -- - -- Brg ,. j- - -_ R 3' �, 20 • /- 60' B_S.L. 0 U• & D.E. O tt't _ _ , . ° � 0. ►t 1% R t ti ooded Areo r .o '10 / _ _ _ _ _ - _ / ° ki In R 3' ' r�' 23 O Water �0 �O.\ `S6` `9 \ Elegy. Surface 817. I ' G "A ` Tri-County-'enter / � o as t. •A3. 9809855917 3' fl \ I o R 3' X60 �. ° C� I , ° dr ``D'' Grass •� ._i I N 0711 - C) 01 .r �f.d CD� O PI o ° \ /Asph\ ilt �� \fit ►ti R 3' r - C6rmel -Clay Board L4 Lo '' ° ' /' ' ( _ of Parks and Rec. / �•�1 Por, «n� \ / r PHA-SE 2- - - -��� I \ -Al ti• / 1 o Deed Not Found 611 , , ' �� �, %`% �,�, 00 Q� • err I >� .:;` ,'l l I/ ` ,Ct'v %'rte 1 •4' - �J/ /\ O �� � 6/Zr �0 I l / /Gvlj 1•.r 1,00, � ° •. / `` / i \ • �, / / r I I / ! / I - ' 4� / / / / ' r r / l / / r' / I , r !I I _!Sq IYCUT EXI • v r - , R - � _ •/ / s ' , , � o A ° 2-Story Brick C 0 10 ° Asphalt Heigh t =37' 16.0 '1 . I Apht , `/ ° VPerking Z_ o.L- Parking �// / • `% 0 • , `"'• ° (\ ° _ % 3 S I ' O T/N G r i gt 80 EXISTING PARKING PACES-_`__ ° _ 2d, \„ l l ,I t C I != ; .,(4 HANDICAP) ? Pads ��• / I I �,ySTRUCT ' ' ► `t �� �, 'o, el, ��`'`�F > 6� � •% 407 7�1 r r Feu - , 60 RaGy1 COM ET \ \ rr REMOVE 3 EXISTING ti / t ^ - , / ►� \ ` - / . / �2 '; CU8! E .tr PARKING SPACES ` ` / `�R' / -r - if f / `'�� \ \\ / oci ° SON 34 �, - ,� ll S'w° CO G!'o %k - I ,r�! r / h• , �O / r o \ 7 � STRU _ , r � ti � so • V,e Gres. r� '�0- !f 9 1! , S�p�W CONCR£ 34.7 - I " ' �' Ir! ' / hi,I Po yPl o °' ASK . TE Cb r Cb ° �'k TE P i 2-Story =Brick Height 37 �, I I 5i •� > , `''. ' �� d .• ��� / 1 `\ `\ ,I �/ �, \ \ ` _. �D. 'ur e y �ml EM Ar 15 \ir " r o F a Asphalt Gross , o n 8p = 9, Parking ° t yr `�- \` , `� `�` r' ` 60'B.S.L��'- �rV.�� --.g� - - -- --r� --- --- ''`.�`�1 _ lI // , /\ \ o �� � -- --r' -� - .- ,�-- .�.__. ♦ ��e \. /. �, , I� , Stone Path \° Dorf \� _ - C9 N. �I __-� -T IN E. T. WOa `o ' ` ` �' `, _ .. _ - - - - - �c - `,t - _ - - - _ - - - - - - ° '• Asphalt Path - 1nst.No.95051B °�� �� __ -- _ - -- 20'S.S.E. ''� ___,_____e ----------- - - - - -- ____r___z_ - -____ -_�� -- °° COQ `Asphalt Path __ ��__ -- -_ -�!'1� -- - - - - - - - - - - - - - - - ° �o / 'N-------------- - - - - -- - -� -- - - - - - - g�-A - CI - ---- - - - - - - -_�__ � `2 530.29 --- --� - -- - 3 ° ° � S88°0?4'0311VI 394.7)' I N88 °44'0"E °� I i VA'd*ooc' Estates- SW Corner: NB 1,/4. Nth 114 P.-J. 3, Pg. 16 I Section 25 -08 -03 P. No. ' * 10000418 STATE OF Yog �i'`1� •• �NQI ANP •'K �a 40.� • • 0:0 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 CHAMFERED. 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 HANDICAP RAMP i G 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 = 136 GROSS BUILDING AREA = 68,000 SFT. 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) N0. * 19800417 STATE OF Off`•' • � k/ '. '• . ND I ANa. ' %,...ONA%L - \ W Q I� Z Q U) O U) ai Er � N C � W N a� E v a o � 0 U CD aQ ai rn C? a� 9 �I C) a a � U) U .� a U) �o Y > '� >� > a J .c W U D U W Q I� Z Q U) O U) ai Er � N C � W N a� E v a o � 0 U CD aQ ai rn C? a� 9 �I C) a O M � w C) c -Y CL ,L } Z cIN.D z N L0 Ln Ci v - tN c Z - Z_ -�• C � ®z�gw LL z > A Ew j © o AQ 5 .. C ■cmw Q CL � Go _ CC 0 C6 DATE: JULY 23,1999 SCALE: 1" = 40' PROJECT NO. 111 1187 SHEET NO. 1187s.dgn a � z � a �o LIJ � J �a W 0 V � o LU O M � w C) c -Y CL ,L } Z cIN.D z N L0 Ln Ci v - tN c Z - Z_ -�• C � ®z�gw LL z > A Ew j © o AQ 5 .. C ■cmw Q CL � Go _ CC 0 C6 DATE: JULY 23,1999 SCALE: 1" = 40' PROJECT NO. 111 1187 SHEET NO. 1187s.dgn 3 _Q U T, LO u) O O N F- � a c � O O U N / Lo O Ln O LL7 N O LL7 O n 3 O / L LL7 O O N /O OU 2 Ld W ..Q W Z O� Ham\ Q O W O J N O U I r Ln O 0 E CL c: N O 0 U 0) / LO O Ln O tf7 N O 0 r� J 3 O o / � 3 O � � 0 0 3 2 Oj CO w m Z : O O� �w OQ Q-OJ J J iz) d 3 �i O U I u O O / v � a O o � U N / Ln O Ln O Ln N O Ln O r] O J O / 3 0 m o O OO,0 Z) 0 .. }. Z � O� �LLJ O Q O J J 0 d EWA- Q Lei a 823,07 3 0 U Ln Ln 0 Ln 0 E 0 0 � � D / Ln o L 0 N 0 Ln i00 0 o 0 ono oo° =o r Li m z �o U > O 0 < -j IN r \ 82 \ \ 9 8 7 4 (� \ �r4.86 8x5'7 824 95 / 1 ` 82 i - r - ' / X / 823.98 � 884 co � j I % v EXISTING / BUILDING 706 923.47 I� / I / / mtv / / 823.01 1 s` .6811 323.06 / 8 3.09 / 82 .0 822. / 8 3.'1 kut 823.46 X22 C4 / i 821.72 9 EXISTING CURB INLET TC= 822.53 INV (W)= 818.63 INV (S)= 818.63 X no 50'x217' CONSTRUCTION ENTRANCE (USE EXISTING ,9SPHALT ENTRANCE) 8,•5.3% 2 4 5 POST 4" DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) -6" MESH SPACING I (MAX) FASTENED BY 1" WIRE STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR WIRE TO FENCE 4 "X4" TRENCH TO BE i BACKFILI ED AND COMPACTED i DOWN - UPSLOPE SLOPE a = = -!I I iilI F=- 1! L__- _,, -,i -iii- SILT FENCE SECTION (NO SCALE) EXISTING BUILDING 706 82457 -� 824.57 824.59 4 RUNOFF ` R~ UNOFF R�N�FF 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. GRAVELBAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) 1"X2" HARDWOOD CROSSBRACING 2 "X2"X36" HARDWOOD CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O.C. STRUCTURE 1 /7" 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) 3 2 1 EROSION CONTROL SPECIFICATIONS: � u THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE �C cV W BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER h oo 00 'mod' SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. j t-Z p �r-.40 V TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 , I m cn 00 �+ DAYS. x W 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.. H �Q ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION Z AREA THEY ARE INTENDED TO SERVICE. _1� ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS, 1.4 IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES V SHALL BE USED. In cn a 0 DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY y, AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION , w AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS a HAS BEEN OBTAINED. " THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 00 AND /OR OWNER. A Z IT SHALL BE THE CONTRACTORS AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE Q; x 04 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 a W MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. 0 W FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. V ill R 0� z EROSION CONTROL LEGEND EROSION CONTROL NOTES z ' tn CD > ..,,�.,.. SOD OR LANDSCAPED AREA. SEE 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED O ~ V �.. -..4. PLANTING CHART FOR LAWN OR L101 ❑�� FOR LANDSCAPING. EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCE ALONG AS SHOWN.. o, ® SILT FENCE BOX /GRAVEL BAG o r` o �: Ln PROTECTION /GRATE FILTER FABRIC 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF z n w o E E o° MATERIAL IN THE STREET OR ADJACENT PARKING AREAS.. ,°n ¢ `i' z i w w S F SILT FENCE w o z E z E x O 3 6i - � o� W � a cz oA Q U I Q SEASONAL SOIL PROTECTION CHART STABILIZATION w PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A����I����„ �,�IH -> p SEEDING Do DORMANT B SEEDING TEMPORARY C - D SEEDING Eiiiiliiiix -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 = ;?RAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NUDED 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 823.84 - - - - -� TELEPHONE: 317.846.6611 823.5 FAX: 317.843.0546 822.98 / , CONTACT PERSON: JAMES K. SHINNEMAN / 822.6 °-a 823. 4 / � \ .� . EMAIL: SHIN NEMANJ @WEIH E. NET ' 823.1 \ �v 122.42 ° �. 823.1 w1,G ��� 822:81 2.91 w i 823.14 xr 82 .98 822 > 822.65 22 61 / �, STM STIR #701 `� FQj 2 / X \ / 8 / v ,TC= 822.72 j w I1\V W)= 817.84 .. . . . . IN �S)=817.84 822.9 /q/ o'►° ! /� . . . 824.35 SF 7INV � - 81.84 / NV / EX. 7 1 ' )OF :522. @ 0.59% .�. . . . . � EX. 37' OF "115" CPP @ 0.59% .�. / � �,/ ► X X . . . . . . . STM STIR 700 i 8 2 2 21 cal 00 1 X =21r �1i �. / 824. RR PLACE XISTING AST[NG� . W / 823.7 NEEAH R- -172 og 0 822.76 � �. 8to 2.19 �� �, 822.2 % �' . ��' 822.43 � TC= 23.02 . `V / 0 `.2 C � a- I INV .�)= 820. '2 4 . M EG ' / INV (W).=817.62 \° . . . . . � � .. tk- iliVV . (E)=811.7.62 . .. �. { . ...... ' �. . . `. .,� �. _ _. 5 0ft�.`-S�OCKPfLE' . I J 822.98 AREA\,/-. -.- .. .. ... ............... ................... 822.17 - 22.60 821.84 ,� - - �S �s 36 0 821 1c - - _ - - - - - - 8 E i7 STM STIR #702 EX SAN MH � � EX SAN MH \4/ � -1.71 CURB INLET TC= 823.26 N TC= 823.29 \ W/ TYPE „A" BOX INV (W)= 814.81 INV (N)- 815.59 X20.53 NEENAH R-3501-TL INV (N)-815.26 EXISTING ASPHALT PATH TC= 822.17 INV (E)= 814.76 INV (NE)= 815.44 INV= 818.17 INV (S)= 815.39 821.0 EX. 18" PVC EX. 18 '-PVC` X21,.6 EXISTING CURB ANLET -- TC= 821.96 INV (N)= 818.26 INV (W)= 818.26 1 " = 10' INV (E)= 818.26 0 5 10 20 8 7 6 5 4 3 2 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW"' INDW A UNDERGROUND PROTECTION SERVICE, INC. CAUTIONP 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 OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 e 1 W Q z d z O w a ���1/i S HINN %% N0. :10200392:: - a� =. STATE OF % is'7 /ONAL ````�� ���irinll "0 JAMES K. SB NNEMAN P.E. 10200392 U PROJECT NO. w05.0557 i q U ~ to M O � z � W o w t; H w 0 w V C a I o O � 0 � s SHEET NO. IC 1 104 PROJECT NO. w05.0557 Ln 0 v I r �n Ln O u) 0 v E a O o � U O1 r O LC) O LC) N O Ln O > � O � / 3 `n � v 00 0 N 7 / U � =JOB Z � O� �LLJ OQ QO aV 0 U 3 O N U In I t\ tt� O Ln O E N a O o � U / N � I � r o In o In N O In 3;: O T D CD O L7 O O N N O O = r o wm z �o oD \L, U >_ 1 00 ag o_ Ice 9 lop I .I 9 8 I 7 D d MIN. MIN. 6' TOPSOIL TO ENSURE GREATER 5' (1) (1) MIN. 1.25 Bc GRASS GROWTH IF NOT UNDER LESS -1HAIN 5' i:) (2) 1.25 Bc + 12' (MIN_) PAVEMENT. GREATER THAN 5' (i) UNDER PAVEMENT 60' LESS THAN 5' (2) 60' 72' 42' 72' 84' -I 72' 96' 54' EGGE C F' A',CMEAT 108' EDGE OF FAVE'ENT, CUR _� 1 90' CUR ER OR ; GLITTER OR SIMILAR STRICTURE I 11.125 E sAllulr S7. CTiaE. I-I I� TII� IN T. iE PUcLC FIG; IT -O -W;f 16' (TYP.) (2) "B" BORROW OR EQUIV. GRANULAR jj 5' CONCRETE REDUCER CAP (1) REGULAR BACKFILL �j !�1 (2) '9" BORROW OR EQUIV. GRANULAR MATERIAL 2- STANDARD PROCTOR DENSITY (1) FEvULAR BACKFILL COMPACTED TO 95% STANDARD PROCTOR. 9 DENSITY. B = OUTSIDE DIAME -I OR MIN. 12" H ASTM C -476 D = INSIDE DAME ER — NO BRICK OR BLOCK WILL ALL BEDDING & INITIAL BACKFILL D` = I 'SIDE DIAMET:R Bc n 6" BE ALLOWED IN MANHOLE d = DEPTH OF EECCING d - I EPTH OF BEDDIN3 MATERIAL BELOW Piro_ BALANCED LIFTS A MIN. 9" CLEARANCE 1 ILA.TER AL BELOW PIPE ASPHALTIC MASTIC OR SHALL BE PROVIDED ON EACH SIDE 1/6 Bc BUM RUBBER SEAL OF THE INSTALLED PIPE >8 C R! I �- EC STGNd GR- DIAMETER 'G' PROJECT NO. d F.?PPOV} F, EQUIV. CLASS I w05.0557 , 4 3'MIN. ALL BEDDING & I;dITIAL BACKFILL SHAM - _ - INVERT ELEVATION 8 SE INSTILLED IN 6" TO 12" akA,'CED ? IF'j,S'I. A ?J il. OF 9" CLEARANCE -"B" BORROW OR EQUIV. GRANULAR MATERIAL S;iALL EE FRCPADM ON EACH? Slic OF COMPACTED TO 95% SIANDARD PROCTOR -THE INS ALLET? PIPE_ DENSITY.. OF #2 STONE '�',� �' PIC L BEDDING SECTION RCP PIPE REQUIRED FOR PRECAST BASE STANDARD STORK MANHOLE (NO SCALE) D d MIN. 27" &SMALLER 3 30" TO 60" 4- 66" &LARGER /GROWTH IF NOT Lc ;�Ir TAMPED OR WALKED 111TO PLAC D MIN: 6" TOPSOIL 27 &SMALLER 3 TO ENSURE GRASS 4 66" & LARGER /GROWTH IF NOT 60' GREATER THAN 5' (i) UNDER PAVEMENT 60' LESS THAN 5' (2) 60' 72' 42' 72' 84' 48' 72' 96' 54' 95' 108' EDGE OF FAVE'ENT, CUR _� 1 90' 108' ; GLITTER OR SIMILAR STRICTURE I 11.125 E 12" (MIN.) I-I I� TII� IN T. iE PUcLC FIG; IT -O -W;f 16' (TYP.) (2) "B" BORROW OR EQUIV. GRANULAR jj 5' CONCRETE REDUCER CAP MATERIAL COMPACTED TO 95% !�1 w 2- STANDARD PROCTOR DENSITY (1) FEvULAR BACKFILL A 9 — MANHOLE CONFORMS TO MIN. 12" H ASTM C -476 B_ = OUTSIDE 0. &1 `T� — NO BRICK OR BLOCK WILL ALL BEDDING & INITIAL BACKFILL D` = I 'SIDE DIAMET:R n 6" BE ALLOWED IN MANHOLE SHALL BE INSTALLED IN 6" TO 12" d - I EPTH OF BEDDIN3 — O -RING GASKET BALANCED LIFTS A MIN. 9" CLEARANCE 1 ILA.TER AL BELOW PIPE ASPHALTIC MASTIC OR SHALL BE PROVIDED ON EACH SIDE BUM RUBBER SEAL OF THE INSTALLED PIPE >8 C R! I �- EC STGNd GR- DIAMETER 'G' PROJECT NO. BETWEEN MANHOLE JOINTS F.?PPOV} F, EQUIV. CLASS I w05.0557 , 4 3'MIN. Lc ;�Ir TAMPED OR WALKED 111TO PLAC D d MIN. 27 &SMALLER 3 30" TO 60" 4 66" & LARGER 6 .j 7 6 1 /2" EXPANSION JOINT FILLER & SEALANT CONC. WALK 1/2- EXPANSION JOINT FILLER & SEALANT Li 24" WIRE MESH SECTION A —A 4' 6" 6" CONC. CURBS 6�o CONC. RAMP (4" THICK) SE00N B -B COMBINATION PEDESTRIAN /HANDICAP ENTRY RAMP DETAIL (NO SCALE) 5 PIPE SUE (DIA 'GI MANHOLE (DIA 'F') PIPES ENIERING/L MNG AT 0-45 DEGRE5 I MrHOLE (DIA 'F') PIPES ENTERING /LEAVING AT 45 -90 DEGREES 12' -21" Q. 48' 24' 48 60' 27' -30' 60' 60' 33' -36' 60' 72' 42' 72' 84' 48' 72' 96' 54' 95' 108' 60' 90' 108' (NO SCALE) 4 3 I I BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS 3' 1' -2" NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN. CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2' MIN. Q� N 1" UP r- 1 II LOW POINT OF GUTTER 3" TOPSOIL It c /2" o I I —Iii— . w. Y III —III �, o Q III o I II I 1 1111 �CpO C) ap 0 DEPTH VARIES II=II1= "O =• �C7 p • •' `1 SUBGRADE AGGREGATE 6" 3" 24" ROLL CURB & GUTTER SECTION DRY TYPE (NO SCALE) NO 54.5" PROPOSED ENTRY PAVING �I m gISTING Lq r; D 2 "R . D o ct D. STREET =11I -III —i —�� II COMPACTED SUBGRADE 24" DEPRESSED CURB THRU DRIVE 5 �Iv N 4 (NO SCALE) \ REGATE D SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT TOOLED JOINT #6X1' -3" Q2' -0" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4 "ox1' -3" ® 1' -0" 1/8" RAD. 1/2; CONCRETE EDGES L1�2" EXPANSION J INT MATERIAL W/ SEALANT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) . 3500 PSI CONCRETE / a d PERSPECTIVE VIEW EARTH CUT AWAY A CRADLE SHALL BEAR ON UNDISTURBED EARTH \ \ \ \ \ HIM BOTTOM OF TRENCH TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER LESS, INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE CRADLE DETAIL (NO SCALE) 4 I 3 9 1 1"-H.A.C. #11 SURFACE 2 "- H.A.C. #8 BINDER 6" - #53 COMPACTED AGGREGATE =1I�I I�If1. I►1 =1►i .I ILL= COMPACTED SUBGRADE LIGHT DUTY ASPHALT PAVING SECTION (NO SCALE) L- 100 .i OFPCURB •. ° PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB w. CURB JOINT DETAIL (NO SCALE) e� PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 1/2' PREFORMED JOINT FILLER -IIN z N W I! = 11�I1T�RANSI �VERS�E J IOI�IN 0 Km. >< PROVIDE 29 CROSS SLOPE AWAY FROM BUILDING va z W m x v Q m o JOINT 4.0' (MIN) 4� 0 G' G, CONCRETE 4'-#53 TE 4 " - #53 COMP ACTED PREPARED SUBGRADE T TYPICAL SIDEWALK SECTION & JOINT DETAIL (NO SCALE) T.C. ELEVATION SLOPE 1/4 °/1FT NEENAH R- 3501 -TL 'DUMP NO WASTE- DRAINS PAVEMENT TO WATERWAY' PRECAST CONCRETE " SPACERS OF SOLID 2 - #5 RE- BAR CONCRETE BLOCK & 0 ° 36 LONG #2 STONE MORTAR PER DPW m SPECIFICATIONS -III � • IiI -I�_ v _ 24' SO. INDOT TYPE A I III —I I Z r I1 INLET' BOX 6" (tYP -) N -III III_I —III VAR. PIPE SIZE 18' MAX. STRAIGHT CONNECT =III— 15" MAX. SKEW /CORNER _I 8" • a.. •. n �t-0b' ' • 0 TI " OF #8 OR #2 STONE bLQM- 6' CLASS 'A' CONC. PRECAST OR POURED IN PLACE. NOTES: 1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF TRANSPORTATION ( INDOT) SPECIFICATIONS. 2. POURED BENCHWALL AND PIPE CONNECTION VARY W/ BOX TYPE SPECIFIED. 3. HEIGHT DIMENSIONS MAY VARY AS REQUIRED BY SITE CONDITIONS. CURB INLET TYPE A (NO SCALE) D NZ 00 d' O Ei �00IT0, V 00 00 w NT r tz x M M 00 w V 0 Qw A A Z vs �o a W O V1 i �co A >� I w I CIO 0C/�f-1 W �, z Q V W 0� W z • O ❑0 n� 3 v Ln o zIn °N U I Q U) E- z E z E x o t� d W O a Q o wn A v Q w w Q w A z C4 co z 0 w ``\Xx%llli I I fill, �•`` K• S N/ ,�,''��. S N N0. 10200392 = -o STATE OF SAONAL C 5") �o�adns JAMES K. SHIRNEMAN P.E. 10200392 a� L FINISH GRADE OR PAVEMENT a CASTING FRAME & COVER AS SPECIFIED PRECAST CONC. ADJUSTER RINGS, IF ASPHALTIC !MASTIC OR BUM NEEDED (12 W.) RUBBER SEAL BETWEEN JOINTS. STANDARD PRECAST MANHOLE CAP OR ECCENTRIC CONE l 4 -0" DIP FULL HEIGHT MANHOLE ; STEPS AS REQUIRED. I� TII� 16' (TYP.) jj 5' CONCRETE REDUCER CAP 2 !�1 w 2- NOTE: A 9 — MANHOLE CONFORMS TO � w H ASTM C -476 DIAMETER — NO BRICK OR BLOCK WILL n 6" BE ALLOWED IN MANHOLE 1I:t — O -RING GASKET a ASPHALTIC MASTIC OR SHEET NO. BUM RUBBER SEAL DIAMETER 'G' PROJECT NO. BETWEEN MANHOLE JOINTS w05.0557 1/2' PER FOOT SLOPE 3'MIN. _ - INVERT ELEVATION 8 y BASE SHALL BE POURED IN PLACE BASE SET ON 6" o OR PRECAST. BOTH SHALL HAVE #4 OF #2 STONE GRANULAR LEVELING MATERIAL BARS -12" C.C. BOTH WAYS. REQUIRED FOR PRECAST BASE STANDARD STORK MANHOLE (NO SCALE) 4 3 I I BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS 3' 1' -2" NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN. CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2' MIN. Q� N 1" UP r- 1 II LOW POINT OF GUTTER 3" TOPSOIL It c /2" o I I —Iii— . w. Y III —III �, o Q III o I II I 1 1111 �CpO C) ap 0 DEPTH VARIES II=II1= "O =• �C7 p • •' `1 SUBGRADE AGGREGATE 6" 3" 24" ROLL CURB & GUTTER SECTION DRY TYPE (NO SCALE) NO 54.5" PROPOSED ENTRY PAVING �I m gISTING Lq r; D 2 "R . D o ct D. STREET =11I -III —i —�� II COMPACTED SUBGRADE 24" DEPRESSED CURB THRU DRIVE 5 �Iv N 4 (NO SCALE) \ REGATE D SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT TOOLED JOINT #6X1' -3" Q2' -0" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4 "ox1' -3" ® 1' -0" 1/8" RAD. 1/2; CONCRETE EDGES L1�2" EXPANSION J INT MATERIAL W/ SEALANT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) . 3500 PSI CONCRETE / a d PERSPECTIVE VIEW EARTH CUT AWAY A CRADLE SHALL BEAR ON UNDISTURBED EARTH \ \ \ \ \ HIM BOTTOM OF TRENCH TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER LESS, INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE CRADLE DETAIL (NO SCALE) 4 I 3 9 1 1"-H.A.C. #11 SURFACE 2 "- H.A.C. #8 BINDER 6" - #53 COMPACTED AGGREGATE =1I�I I�If1. I►1 =1►i .I ILL= COMPACTED SUBGRADE LIGHT DUTY ASPHALT PAVING SECTION (NO SCALE) L- 100 .i OFPCURB •. ° PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB w. CURB JOINT DETAIL (NO SCALE) e� PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 1/2' PREFORMED JOINT FILLER -IIN z N W I! = 11�I1T�RANSI �VERS�E J IOI�IN 0 Km. >< PROVIDE 29 CROSS SLOPE AWAY FROM BUILDING va z W m x v Q m o JOINT 4.0' (MIN) 4� 0 G' G, CONCRETE 4'-#53 TE 4 " - #53 COMP ACTED PREPARED SUBGRADE T TYPICAL SIDEWALK SECTION & JOINT DETAIL (NO SCALE) T.C. ELEVATION SLOPE 1/4 °/1FT NEENAH R- 3501 -TL 'DUMP NO WASTE- DRAINS PAVEMENT TO WATERWAY' PRECAST CONCRETE " SPACERS OF SOLID 2 - #5 RE- BAR CONCRETE BLOCK & 0 ° 36 LONG #2 STONE MORTAR PER DPW m SPECIFICATIONS -III � • IiI -I�_ v _ 24' SO. INDOT TYPE A I III —I I Z r I1 INLET' BOX 6" (tYP -) N -III III_I —III VAR. PIPE SIZE 18' MAX. STRAIGHT CONNECT =III— 15" MAX. SKEW /CORNER _I 8" • a.. •. n �t-0b' ' • 0 TI " OF #8 OR #2 STONE bLQM- 6' CLASS 'A' CONC. PRECAST OR POURED IN PLACE. NOTES: 1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF TRANSPORTATION ( INDOT) SPECIFICATIONS. 2. POURED BENCHWALL AND PIPE CONNECTION VARY W/ BOX TYPE SPECIFIED. 3. HEIGHT DIMENSIONS MAY VARY AS REQUIRED BY SITE CONDITIONS. CURB INLET TYPE A (NO SCALE) D NZ 00 d' O Ei �00IT0, V 00 00 w NT r tz x M M 00 w V 0 Qw A A Z vs �o a W O V1 i �co A >� I w I CIO 0C/�f-1 W �, z Q V W 0� W z • O ❑0 n� 3 v Ln o zIn °N U I Q U) E- z E z E x o t� d W O a Q o wn A v Q w w Q w A z C4 co z 0 w ``\Xx%llli I I fill, �•`` K• S N/ ,�,''��. S N N0. 10200392 = -o STATE OF SAONAL C 5") �o�adns JAMES K. SHIRNEMAN P.E. 10200392 a� L a 0 V l d ; I� TII� M F� 2 !�1 w 2- A 9 � w H Ti. n 1I:t 0 a I SHEET NO. C201 PROJECT NO. w05.0557 101 Q) 0 U -0® V, 3 3 M U r u) Ln 0 O NF c (.0 U In / N 0 C i C +� O 'c) O � N O O r'7 T O �° �o 00 U p j N ;:_ U 1_�'V O =Q ..V) wm Z ME O 0�-�_-w �� :D -, � o Og C<` r), 10 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 DESCRIBED IN THE SPECIFICATIONS. 2. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SEECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE CF 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. B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIi71ED 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 P•.ESPO',iSIELE 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, F ERWISE 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 DRAWIwGS OR APPROVED BY THE OWNER. B) ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BUr:NED 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 OCCL IPiED BY ROADS, WALKS, BUILDINGS, AND FA.RKING AREAS. PILE AND STORE TOPSO! ±: A,T A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATION 'S. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING . I A) GRADES: DO ALL CUTTING, .FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHO'001 ON THE DRAWINGS. UNDERCUT OPEN , AREAS 4 INCHES FOR TOPSOIL. B) ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EX E ED 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 SHr,LL BE GRADED A MINIMUM OF J.5•°-, AND A MAXIMUM OF 3:1 SLOPE. C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSLIT4,I3LE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE CO's "PACTED TC 95% OF MODIFIED PROCTOR. E) SEE PROJECT LMANUAL 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 t ATERiAL SHALL BE SUBMITTED TO THE SCiLS 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 PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FOR41 EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (I IN!'MUM 95% MODIFIED PROCTOR.). 7. DISPOSITION OF UTILITIES 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 OV.)NERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY C'H'ANGES, 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 ENCOUNTERS IN EXCAVATIN(37 AIID 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)LL REMOVE ALL ROCKS, ROOTS OR. OTHER MATERIALS THAT M IY !NTERFI FE WITH SEEDBED.. PREPARATION. C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLiED OR SEVERELY ERODED AREAS. . iul 9 8 f ma SANITARY SEWER SPECIFICATIONS: 1. SCOP E GF WORK THE 'AlORK UNDER THIS SECTION INCLUDES SANITARY SEWER LATERAL, CLEANOUTS, AND PELATED ITEMS, INCLUDING EXCAVATION AND BACKFILLING NECESSARY TO COPIPLETE THE WORK SHOWN ON THE DRAWINGS, STARTING FIVE FEET OUTSIDE THE BUiLDIN WALLS. THE ENDS OF SEWERS SHALL BE TIGHTLY PLUGGED OR CAPPED AT 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. 2. r�1ATERlALS 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 SHALL BE 12454 -B 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. 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. 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 Si TALL FIT TOGETHER IN A SATISFACTORY MANNER. ROUND 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 "O" 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 AND CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE ST ESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL . DEPARTMENT OR UTILITY COMPANY_ 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 EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, -STATE AND NATIONAL CODES Ai ID 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 SUFFiCIEN T LY AHEAD OF PIPE LAYING-- TO REVEAL. ANY OBSTRUCTIONS. THE WIDTH -JF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER .PLUS 24 INCHES OR 12 ' "C"' ES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT iol t,I , 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 CIRCUMSTANCES LAY 'PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERINv TO DRAINS OR NATURAL DRAINAGE CHANNELS. E SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APFUR?ENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION TO THOSE SHOVN 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 SE GRANULAR MATERIAL ONLY - THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL BE CONSTRUCTED THE SAME. H_ MANHOLE. INVERTS: CONSTRUCT MANHOLE FLOW CHANNELS OF CONCRETE SEWER 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 DIAMETER OF SEWER PIPE PER MILE OF SEWER IN 24 HOURS AND INCLUSIVE OF ALL APPURTENANCES WITH IN THE SECTION BEING TESTED SUCH AS MANHOLES, HOUSE CONNECTIONS, 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 SENVERS 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 L. F;YQUIRED BY SEWER DEPARTMENT.. I . L STORM WATER CONNECTIONS: NO ROOF DRAINS, FOOTING DRAINS AND OR S +JRFACE WATER_ DRAINS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEMS, IINCLUDING 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 "IRKS GRADE LE 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 CONDII ONS 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 HALL 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 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 UNALTERED FOR AN EXTENDED PERIOD OF TIME. 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 GONTRACTOR'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, STCRMWATER 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 STAraDARDS 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 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 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 8E PLACED A.S SHOWN ON THE PLANS. TyEY 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 i 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 4000 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 1/2" 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 HAVE 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 MUDDY 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 SUP.FAt,E WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE '/ 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 THLE 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 2 f 1 WATER LINES: 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 LINES 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 YJW -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 54 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 BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL -TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 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. 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 SEINER 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. 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 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. • • 5 10 20 2 Cafl t -800- 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "1 T'S THE L4 W " INDIAM UNDERGROUND PROTECTION MIME. 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 BOVE 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 1 • .-4 �o 00 9-4VO �o� V w 4TRTV) H 00 00 qT t_� t_�o x V-4 9-4 0 V MM00 aJ � x w iz w w 1 a V OLn wQ 2z a i f� 0,�O '1 w� � ;1 ay 1 "i�4 I o00 14 N Q 1ztw�o z x Ii W W� a H I4 oX w V4 z �m� � R � 0­4 �114 - o­tIl � w z � H : � O > 0 V ❑0E] C--= rn 3 Ln z ,`r w M E �. E O Q - " U ZIn o E E x , 0 3 OLD � N� U) w W o 0 a4 Q o Q Q U Q �_ w W E- <4 Q a :1 rd S w I ���I1111111111/���� `\`��\' C, Y, S H1Af4, ''.�i,', N0. 10200392: -0 STATE OF -- �� 54;,Z �: ```N NN N/1�111111 { 1 11\ \`` 014 los JAMES K. SHINNEMAN P.E. 10200392 Q) U -- 4 a U 9 < ^-I..1 F ti - ti . � . d � jj'' ,� Fv ~ � ►- 4 - O � � � � _S , zi z - q W O E"4 V o U � C4 O ^ w Q O P/ S Q Q cn d 124 �TZ < - � a � V � n SHEET NO. - C301 I PROJECT NO. w05.0557 Q) IN U rel 3 0 I r L 0 L 0 E N Q 0 0 I o T) � o u' o tf) N 0 r J O _ 00 W � 3 oa o oar: U o j0 U 0 Sz °i� gwm Z - o ,- O �- w 0Q ~QOJ J J 00- NOTE: STAKE & GUY TREES AS IF SITE CONDITIONS DICTA (3) 10 GAUGE STEEL GUY. WIRES ,---•- �z EVENLY SPACED TREE PR:CTECTOR TREE WF,A-P ROLL BACK TOP 1/3 BURLAP, AND REMOVE ALL BINDERS 4" LAYER OF SHREDDED PLACE ROOT FLARE 1"-2" HARDWOOD MULC I HIGHER THAN FINISHED GRADE PRE- EMERGANCE HERBICIDE 4" HIGH EARTH SAUCER ° a ° ° ° ° ° ° °° ° ° °° °° r--- FINISH GRADE PLANTING BED -'III III. I =� I I Sul PIT SI ES AND BOTT0N4 i - NO LESS THAN 2" DEEP I_I I I PREPARED !II I I -1 — I I I I1=1 I I -1I II ,��: BACKFILL *I I— i — 1- i— EXiSTiNG SUBSOIL OR -I II I II II, III111 l ! I I ; I II I Ii I I lI f COMPACTED BACKFILL APPROVED ROOT BA ! � NAM � TREE ANCHORS 3 X ROOT BALL DIAMETER SHADE TREE PLANTING DETA L (NO SCALI) POLL BACK TOP 1/3 BURLAP, AND CUT ALL TWINE AND WIRE PLACE ROOT FLARE I " -2" HIGHER THAN FINISHED GRADE 4° HIGH EARTH SAUCER PLANTING BED PREPARED BACKFILL 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 N T � ES: 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 LAi3ili�IU HJrr1HLI r/A Irl EX. GRADE TREE (DRIP -LINE) DP. FENCE POST H VISIBILITY PLASTIC SH FENCE THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO: 1. WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND /OR SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL, 2. WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES, AND 3. ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND GROUPS OF TREES, NEAR THE CONSTRUCTION ACTIVITY. TREE PRESERVATION DETAIL NO SCALE EXISTING BUILDING 706 LEGEND O 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. 10 9 8 I 7. 6 5 4 7� 1 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 PROFERTY 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 PLANTINGS 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. AL_ 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. PLAN NOTES: OA THRU 0 RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 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 L 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 1 • % 1O 00 j v t 00 00 qqT o V m 00 a/ x W � W w a U u O WA 9z �W a WO W w a� o r] 00 z !Wz 4 2 0 O � W i� z � � t V 3 o� o �� o o w^ 0 A — — U) N z o o w `n v z x ro 0 3 p V2 d W F .- a. G] p Q A u Q w F d Q w A z d 9 0 • y s P, • CA,,? RFC• No. 20300131"'. r STATE OF ;' V i *1i�i /C4 PE ARG\``\`�� X1111111111110 I e j NC A. CARTER R.L.A 20300131 3 L 9 , 8 -- 7 — I -- - b I 5 I f 3 I 2 (3) 10 GAUGE STEEL GUY. WIRES ,---•- �z EVENLY SPACED TREE PR:CTECTOR TREE WF,A-P ROLL BACK TOP 1/3 BURLAP, AND REMOVE ALL BINDERS 4" LAYER OF SHREDDED PLACE ROOT FLARE 1"-2" HARDWOOD MULC I HIGHER THAN FINISHED GRADE PRE- EMERGANCE HERBICIDE 4" HIGH EARTH SAUCER ° a ° ° ° ° ° ° °° ° ° °° °° r--- FINISH GRADE PLANTING BED -'III III. I =� I I Sul PIT SI ES AND BOTT0N4 i - NO LESS THAN 2" DEEP I_I I I PREPARED !II I I -1 — I I I I1=1 I I -1I II ,��: BACKFILL *I I— i — 1- i— EXiSTiNG SUBSOIL OR -I II I II II, III111 l ! I I ; I II I Ii I I lI f COMPACTED BACKFILL APPROVED ROOT BA ! � NAM � TREE ANCHORS 3 X ROOT BALL DIAMETER SHADE TREE PLANTING DETA L (NO SCALI) POLL BACK TOP 1/3 BURLAP, AND CUT ALL TWINE AND WIRE PLACE ROOT FLARE I " -2" HIGHER THAN FINISHED GRADE 4° HIGH EARTH SAUCER PLANTING BED PREPARED BACKFILL 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 N T � ES: 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 LAi3ili�IU HJrr1HLI r/A Irl EX. GRADE TREE (DRIP -LINE) DP. FENCE POST H VISIBILITY PLASTIC SH FENCE THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO: 1. WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND /OR SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL, 2. WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES, AND 3. ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND GROUPS OF TREES, NEAR THE CONSTRUCTION ACTIVITY. TREE PRESERVATION DETAIL NO SCALE EXISTING BUILDING 706 LEGEND O 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. 10 9 8 I 7. 6 5 4 7� 1 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 PROFERTY 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 PLANTINGS 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. AL_ 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. PLAN NOTES: OA THRU 0 RELOCATE TREES AND SHRUBS PER THEIR CORRESPONDING NUMBERS ON DEMO SHEET — C101 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 L 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 1 • % 1O 00 j v t 00 00 qqT o V m 00 a/ x W � W w a U u O WA 9z �W a WO W w a� o r] 00 z !Wz 4 2 0 O � W i� z � � t V 3 o� o �� o o w^ 0 A — — U) N z o o w `n v z x ro 0 3 p V2 d W F .- a. G] p Q A u Q w F d Q w A z d 9 0 • y s P, • CA,,? RFC• No. 20300131"'. r STATE OF ;' V i *1i�i /C4 PE ARG\``\`�� X1111111111110 I e j NC A. CARTER R.L.A 20300131 3 L PROJECT NO. w05.0557 1 0 V t 3 z; � W � a wID O 3 a Pz CID °; o rT� � W co W o C1. M_ SHEET NO. L 1 0 1 PROJECT NO. w05.0557