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HomeMy WebLinkAbout07060003 Civil Construction Plans C000, C200, C500 Rcv. 6/26/2007 DOCSE 0 N O� I O 0 N C O n E O V) 0 M -+--1 L_ O X n a > 0 O E I I U � O J � a U 0 E b I � U 0 U J N N � N p Q) 0) 0 C) E �- - G � O o° aU N � N 0 N E O C) z 0 Q � O C r-- c O O 0 aD r,- p m CO J M U °'• w 0 p CA N F— (n p_ _I Q millDIA f a qm--: 12911 N. MERIDIAN STREET CARMEL, INDIANA JUNE 28, 2007 CAPITAL G' • U P CO PA I ES 8332 WOODFIELD CROSSING BOULEVARD, INDIANAPOLIS, IN 46240 WOOLPERT LLP 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 WOOLPERT FAX: 317.291.5805 " ABti0K1�t1i i • -�'� ,fit ., '�_. iD#2 . �,+ o CT {�NStR ttt'S ?L�WdrdD C7 SITE PLAN Lq. X41 ST i `td VvAL- t' N A GELA LA q' © CT i r f4L)INTCRs �� " ABti0K1�t1i i • -�'� ,fit ., '�_. iD#2 . �,+ o CT {�NStR ttt'S ?L�WdrdD C7 SITE PLAN Lq. 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LANDSCAPE PLAN AND DETAILS DRAWING INDEX LEGEND MOST RECENT ISSUE OR REVISION DATE 101 C000 COVER SHEET - -- LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED WITH THIS ISSUE No.l DATE I REVISION 1 06/28/07 MODIFICATION #1 PROJECT No.: 67070 OPyFq'' %. ••...........• 40 _ ® O v "�1':i:Itu1 fill \�\ SEAL C000 Q 00 N 0 0 N N 0 CL ri O U O 0 L_ � a a I m o r\ O O co CL Q� Q� I O I� O O I1_ O co r�l O W U L_ / x .�_ U -5; N C) Q C O o I F-- C6 L N Q O J a@ U p L O 0 � N �� E 0 CO c: J E� 0 o I O E O N O U � o Q (.0 A.- Z m (-) Q) -n _0 o F > a 0 cn o 0 -1.- Ln -,V) / J J C� 0 40 80 120 GRAPHIC SCALE IN FEET U.S. 31 - - - - - - ---- N 00_03'57" W 234.08' --- - -- i I FUTURE /POSSIBLE INDOT RIGHT -OF -WAY - - �- - - END SECTION 18 INV. 853.54 I / / I / II / EXISTING ►i 3 -STORY OFFICE BUILDIN o / F.F.E. 870.50 I \ GAS SERVICE TAP FOR TELECOM MANHOLE j5'EE / (4) 4" PVC COMM. CON TELE. COMM PLAINS) \ CONFIRM W CONDUITS BUILDING 2 (CONFIRM W/ II /TELE, COMM. PLANS MEP PLANS) II II G G 'FF UT UT I II II / F- I I �Iz "= w FF LP 19 T.C. 869.00 / INV. 863.8 / 0 D III ill GAS SERVICE (4) 4" PVC COMM. CONDUITS D CONFIRM W /TELE, COMM. PLANS rF it II 1 III II II III III II I � II Ii I III p II II 0 III I II III I� )) III III II I 13 C. # 9.88 T.C. 869.88 INV. 865.98 14 I II rlV. 5.86 I II __ T.C. 870.38 II II III II c 1 15 f..V. 866.02 III II III �(� ll �B� = = =11 = sB== = = = =sB III ii II n1 II � U I I ii Il I )J 13LFOF15" II II II RCP @ 0.27 %� III III II 144 LF OF 18" -J III III LLL�? 0.18% i �� II 36 LF PF 15" II III RCP 0.33% II D I III II II II L �I TELECOq MANHOLE Ii(SEE Lt TELE. C MM PLANS z GAS CO. TO EXTEND MAIN ALONG I PENNSYLVANIA ST, TO THIS LOCATION NORTH PENNSYLVANIA SYLVANIA STREET CONNECT TO EX. TELE, COMM. MAIN ALONG PENNSYLVANIA ST, n z SITE / UTILTY PLAN (SOUTH SIDE OF EX. BUILDIING) Z O 0 30 60 gp GRAPHIC SCALE IN FEET R = 2146.83' L = 301.18' CH = 300.93' CH BRG = N 03'57'11" F y y ^G y+ �. _ 0. r T. C. 89.10 P EXISTING 1 \- ` -- - N )R BUILDING Y OFFICE UT_ c X WII _ .ti F.F.E. 870.50 4 D so VERIFY P,O.C, LOCATION W/ MEP ® PLANS PRIOR TO INSTALLATION` o Z ' ° X �� \I 870.01° OF SANITARY SERVICE z s N GREASE TRAP V UTU R E) ° ° ' D 69.3 i \ CLEANOUT INV. C0 J r 864.87 ,a o I / 70 v„ 4 0 '" 1 870.28 / 9.5 " rt++. Y.iJ•.I G t- n \l 4 ke o Im \`� ?" I 871.10 � / <z s D -G- NTRACTGR I ®� I 63 =' _ LOCATION 9- VE-II p =ry 87 I o 0 ION AND DEPTH - I O OF - - / -- -- v i o EX, SANITARY SERVICE PRIOR ti s TO PLACING V �' 7 X7.5 `E; x o co GREASE TRAP ''' '' : -� 7 CLEANOUT '0 1 ' L �v \ I Z 11 . INV. 866.081, ° 13 LF pF D h, 1 IB a I D 6,,. PVC @ 1 0070 MIN _8 0.95 . r- 870.98 I 871.31 I I 710.7 1870.81 _ (I ► - 70 LF OF 6 0.2 I s= PVC @ 1.00 *71 z I :Iw I N tD W i CLEAN OU T CO I c m I 0 I `° /� . �L �t fTl I a � tJ INV. 863.87 I II I z (� Ir, I t' f'• i 00 I rn I I � n ., .. i t•I r �. C) Ln 100 LF OF 6 I PVC @ 1.00 -I- r4ul/,l/ R Cf. ,.,. LEAN OUT > � INV. 862.87 I I f 1 0 SITE / UTILTY / GRADING PLAN (NORTH SIDE OF EX. BUILDING &i z ^y x \ 777 / Df! , L_p\ 3a •L]tj� � _ . - -0 /z I Y / « I E m n.. < z ® I I I > _ F'. I / , z o E to F D 1 3t. 70 LF OF 6" I m PVC @ 1.00% y N Ell ,i III 3 I r tl .i h: p I ,,� -, I � I � III z . DEMOLITION PLAN GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. GENERAL NOTES 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. 6. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 7. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. B. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. a. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 0. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY, 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. SITE / DEMOLITION LEGEND SYMBOL DESCRIPTION o c: D Q GENERATOR ENCLOSURE (SEE ARCH. FOR ELEVATIONS W AND PAD DESIGN) M.E.G. Q CONCRETE WALK C) 0 Q VERIFY LOCATION OF EX. WATER LINE & RELOCATE Q AS NEEDED (COORDINATE W/ DECORATIVE UTILTY PROVIDER) d- STEEL BOLLARDS WITH DOWN LIGHTS (SEE V ARCH.) SANITARY CLEANOUT Q REMOVED EXISTING CURB AND GUTTER 0 SAWCUT AND REMOVE EXISTING PAVEMENT Q CURB AND GUTTER SANITARY STRUCTURE NUMBER GRADING /UTILITY LEGEND � r CVIC`TIAIIn non nnc,r -r, SITE DATA - PHASE I CURRENT ACREAGE 7.13 Ac. BUILDING S.F. 105,511 S.F. PARKING SPACES REQUIRED: (RENTABLE) STANDARD PARKING SPACES (1:300 SF) 355 ACCESSIBLE PARKING SPACES 9 PARKING SPACES PROVIDED (NOT INCLUDING CROSS PARKING): STANDARD PARKING SPACES 386 ACCESSIBLE PARKING SPACES 9 TOTAL PARKING SPACES 395 ZONING B -2 SEE SHEET C500 FOR DETAILS 'HOLEY MOLEY' DIG�• 1- 800 - 382 -5544 CALL TOLL FREE Z O W X Cc ®•� � � icy ® C7 y� �•• .� -- ............ C.��• \ ������uunumnu�u ►��� J Q w V) O U 0 G CONTOUR LINE o c: D X SPOT ELEVATION 753.00 753.00 OR 752.50 W MATCH EXISTING GRADE M.E.G. ° STORM CURB INLET C) 0 EJ STORM INLET 0 I 0 STORM MANHOLE d- 0 SANITARY MANHOLE V e SANITARY CLEANOUT U m W (D I EX I L - J STORM STRUCTURE NUMBER EX SANITARY STRUCTURE NUMBER Uj � r d 0 _____= SD - - - - -- STORM SEWER 0 SAN------ SANITARY SEWER SAN - ------ WTR - - - - -- WATER LINE V ,a FIRE HYDRANT ® WATER MANHOLE ®PTV POST INDICATOR VALVE ® WATER METER PIT goo WATER SHUTOFF m STORZ CONNECTION 0 WATER VALVE - - - - -- G - - - - -- GAS G GAS METER T GAS UTILITY MARKER 0 GAS VALVE - - - - -- UE - - - - -- UNDERGROUND ELECTRIC UE 0 ELECTRIC MANHOLE ® ELECTRIC METER Pe ELECTRIC PULLBOX ELECTRIC UTILITY MARKER TRANSFORMER - - - - -- UT - - - - -- UNDERGROUND TELEPHONE UT - (D ELECTRIC MANHOLE TP TELEPHONE PEDESTAL 0 TELEPHONE VAULT GROUND LIGHT LIGHT POLE SILT FENCE - X.X -X--X- O LIGHTED BOLLARD (SEE ARCHITECTURAL) SITE DATA - PHASE I CURRENT ACREAGE 7.13 Ac. BUILDING S.F. 105,511 S.F. PARKING SPACES REQUIRED: (RENTABLE) STANDARD PARKING SPACES (1:300 SF) 355 ACCESSIBLE PARKING SPACES 9 PARKING SPACES PROVIDED (NOT INCLUDING CROSS PARKING): STANDARD PARKING SPACES 386 ACCESSIBLE PARKING SPACES 9 TOTAL PARKING SPACES 395 ZONING B -2 SEE SHEET C500 FOR DETAILS 'HOLEY MOLEY' DIG�• 1- 800 - 382 -5544 CALL TOLL FREE Z O W X Cc ®•� � � icy ® C7 y� �•• .� -- ............ C.��• \ ������uunumnu�u ►��� J Q w V) O U 0 G i W W � � o aW Ir 0 o� w aZ W 0 z a J W CC � a � Q now Z oc -j W W Q Z V r T SHEET NO. C200 z a J a J H W H Z O J 0 W O a� > o c: D Ln O zp E W 00 I� m a o z C) 0 Lu QL_ O 0 0 I ~ � O d- o 2 V O U U m W (D O Uj 0 0 i d 0 d 0 -T-1 Z V i W W � � o aW Ir 0 o� w aZ W 0 z a J W CC � a � Q now Z oc -j W W Q Z V r T SHEET NO. C200 z a J a J H W H Z O J 0 W O a� > o c: D Ln O zp E O 00 I� m a o z O Lu QL_ O 0 0 I ~ � O d- --D 2 V O U U m W (D O Uj 0 0 i d 0 0 CL O V i W W � � o aW Ir 0 o� w aZ W 0 z a J W CC � a � Q now Z oc -j W W Q Z V r T SHEET NO. C200 z a J a J H W H Z O J 0 W O a� > o c: D Ln O zp E ^NO� 00 I� m a u 0) O Q N Lu QL_ O 0 0 I 0) r- 0-) to N O d- N X Q ro LL w 0 0 i i W W � � o aW Ir 0 o� w aZ W 0 z a J W CC � a � Q now Z oc -j W W Q Z V r T SHEET NO. C200 z a J a J H W H Z O J 0 W O Q 0 rn 0 0 N I � o � o _ O o� � U) a 'L I ..c O U O (\ O Q� � 0 m o - O +" 11_ O C0 n � O1 a� X c a 0 E O o c0 0 _0 U _' N o O CL TC �I O v O z �- w�U U o 0 0 N E ��-0 o CD c N CD I o0 E o o U O � c.0 O T � Z m 0 0 -0 _0 F-0 a) o o� ��o 0 -- CO >,Vi J _J C7 \ i _ = \ T.C. g�9.10 \ ELI � __ _, STING �' OFEI CE BU I LDI N - -Ww \~ - _ G E�E� 870��0 0 �, - _ C I \� \I rn &� 4 M / rn � / � C I L_ - �� _ CLEANOUT ®� -► O�n D CO I � C INV. 864.87 / n �' \ / rn �., - I n m �, T M I I� \ �I \ 6 1 I- 1 JC ®� 0 _ i I I C Q / � I . \ I I I ' I I l D I I I 70 LF OE 6" _\ I PVC @ 1.00% I� I I � i N z I �\ (!) ( 1 0 z z � � Cmi CLEAN OU T I --1 I �`� rn C O II 0 INU. 863.87 � / D I D I I �� 1 0 1 n 1 I � CU PLANT MATERIALS SCHEDULE i �N rJ � io 5 JC f�� �Y ■ 16 TM / / rn m / D z I / 00 � II rn � O 1 r- I - z ° Ito I � D � z O I I 1 - r- I I II 1 I In � O z In 1 rnI 00 Irn °I D (r I I I KEY BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS JC JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER 1 5 24" B &B 3 GAL - ACCEPTABLE AT 24" TM TAXUS x MEDIA 'DENSIFORMIS' DENSE SPREADING YEW 21 24" B&B 3 GAL ACCEPTABLE AT 24" LANDSCAPE NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT, THE GRAPHIC CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 2. ALL MULCH BEDS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT 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. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. 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 WOODEN 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 ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. 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. 8. ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 10. 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 ARCHITECT. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED. 12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED AND SODDED LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR AS APPROVED BY LANDSCAPE ARCHITECT. 13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOWING FINAL INSPECTION OF LANDSCAPE ARCHITECT. ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD OF 90 DAYS FOLLOWING FINAL INSPECTION BY A/E AFTER WRITTEN REQUEST FROM LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, W N EEDI TIVA I G CUL T N M HI G, ULC NG, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL AT THE TIME OF PLANTING OR IS NOTED INCLUDED IN CONSTRUCTION. 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE ARCHITECT. 16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" MINIMUM APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS. 17. BACKFILL FOR TREE 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. 18. ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. SITE / UTILITY DETAILS FLUSH WITH SURFACE 1 /8 "-1 1 /4" DEEP SAWED 6x6 - 4/4 WIRE MES d/4 6" 18" n � <• 5' OR LESS MIN. 6" TOPSOIL TO MIN. ENSURE GRASS GROWTH APPLIED JOINT SEALER • IF NOT UNDER PAVEMENT R TOOL BOTH SIDES OF a EXPANSION JOINT 1 /2" PREFORMED O e Q•. a.:.... G1 f EXPANSION MATERIAL CONCRETE SLAB I -1 I -1 I I -1 I I -1 I = _ _ _ _ _ _ _ = i 1 =1 I I -1T_I= = 1 =1 I G • • . - II����II �� III -III -III -I .:. .. � .:; ..: ,. LII .LII -III -III -' -Ii II II.. <, ' ,� Q. •; . ... .. �.�..•,..a :. III = III -III MIN. 1.25 Bc + 12" ' .. III -I'' TOPSOIL 1 =11-x" - LI. 4 a ,... Ld =11 =II . 1 =M l i li l `r i t SLOPE 1 /2 " /Fr < CONTROL JO < a�• y: N T EDGE OF PAVEMENT, CURB. III- H , . > GUTTER OR SIMILAR STRUCTURE IIIII III =7�1 1T�1 "� T ` NO SCALE IN THE PUBLIC RIGHT -OF -WAY BACKFILL �l �I SLOPE 1/2 /FT .y' ONC ET I-- - "_ Q EXPANSION JOINT TO C R E SLAB : III =11 II Q I L, 4. Y` m BOTTOM OF PAVEMENT . N 4" - • <I 12" (MIN.) - = 4 .4 . "B" BORROW OR EQUIV. =I I �I I I -I II I I- III -I I �I I I- III - III -I I �I I I-I I #8 CRUSHED STONE OR �C- III =T�111 =III -III= III=- 1_TI =TI- III -TI=T( EXPANSION JOINT DETAIL GRANULAR MATERIAL APPROVED EQUIV. CLASS I ;111 ; 111- III -III =1 = ICI -TII= III -II► -III= III -Ti- COMPACTED TO 95� _ BEDDING MATERIAL HAND NO SCALE STANDARD PROCTOR TAMPED AND WALKED INTO COMPACTED SUBGRADE 6x6 - 10/10 WELDED DENSITY _ -III - -: 11 =1 TOOLED CONTROL JOINT 1 /4" - WIRE FABRIC -III- 1111 PLACE II-1II : I1 -1 IA /I11C \IIAI 1" Ilrl'1TI I �i' YT IVG, rvnrv. 1 vLr i n APPLIED ANTI- SPALLING BROOM FINISH COMPOUND ``° ��`'�`.�`'`,`��",`�.•�: � -III- ..:... :: ' .•. III: 111 =III ::. _ :.:. -I 1= :.. BC ..:.: :. �= 4" T =1 I I 11 -1 -_�- - - - - -_- LEGEND �`- '� -�` -� _ -� Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" DIMENSIONS SLOPE CHECK DITCH CHECK JOINING F N E CES POSTS ANON -WOVEN i 1111 -� D RAI NAG E DIRECTION A B AWAY FROM CURB 6 3 4" s" TO CURB 6" 6 3/4" _ _ 4" GRANULAR BACKFILL - - _- _- _ _ _ _ _- _ -_ -_� D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" FABRIC POST FLOW =1 I =1 I -I I -� I I -III =I (�_� I I -III -) -I 1- I I =� �. �- d = DEPTH OF BEDDING TO 12" BALANCED LIFTS NOTES: . BACKFILL c _ "r 1= O COMPACTED AND WELL DRAINED SUBGRADE ; MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH 1.) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB. GROUND II _m IIr LINE J J NOTES: SIDE OF THE INSTALLED PIPE 2.) SEE DASHED LINE FOR DRAINAGE TO CURB, CONTRACTION JOINTS _ = o m 1.) CONTROL JOINTS 5' -0" D.C. MAX. W� SHALL BE PLACED EVERY 10" MAX. TO = 11= 111mlill_IIIII E �t ! O (SEE PLANS FOR ANY VARIATIONS) A DEPTH OF 1 1/2 . 1T� - - Tii_ _ _ _ _ _ 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) PLASTIC PIPE rPVC & H D PE 3.) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT i�i� = i�11 =11_ " II ' III " "'_' ' T =111 I III- IT ITI - "' ' - "' -" I- III -T111 =III= l SO LTING TRENCH DETAIL 4.) EXPANSION JOINTS TO BE PLACED AT 50' MIN. NON -WOVEN BOTTOM OF WHEN JOINING TWO CONCRETE WALK DETAIL WITHIN 5 FROM EDGE OF PAVEMENT FILTER FABRIC 6" X 6" TRENCH DITCH EXTENDS INTO TRENCH OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH NO NO SCALE COMBINED CURB & GUTTER SILT FENCE DETAIL EXISTING NYLON CORDS. SCALE N A 0 SC LE NO SCALE 0 20 40 60 GRAPHIC SCALE IN FEET LANDSCAPE LEGEND SYMBOL DESCRIPTION N J' �,� ';�4' oL G� OA REMOVE /RELOCATE TREE (AUTUMN BLAZE MAPLE) AS INDICATED z 0 O EVERGREEN SHRUB LANDSCAPE DETAILS 3" HAR MULCH REMOVE UPPE 1 /3 OF BURL, SOIL MIX: 3 PAR TOPSOIL & 1 PA PEAT. SUBGF TWICE BALL DIAL REMOVE ANY BINDING AROUND PLANT STEM ;REATE 4" SAUCER FINISH GRADE B OR CONTAINER N ROOT BALL - SCnRifY POT SHRUB PLANTING DETAIL No scn�e J Q W Ln r 0 U 0 C z i�i� O z O O J J 0 0 o C z Remove transit guard. --- --- Remove tags and labels. Prune only dead or broken N Rernove Wire Baskets. -- branches or double leaders >_ � Before Free is in pit remove bottom at planting time. L- to of basket cutting horizontally. 0 a O Auer tree is in pit remove the rest `° - Bead gr"dit. of the basket cuttin verucall . � g y --,. -•- Root Collar Flare. U a - C'ollar shall be lc%el or up t;� z E N O 11 1 "�'° abt� we finished grade. - a� 2'-1 of hardwood mulch. Aged uaacl � -0 - p" N clli s or similar mulch. Kee mulch � � - O pp p .�. Remo c anti �xccss soil to locate � d �" � ?' -3" from trunk. rte: and exp��se root Bare. W t2 o�MV Sailgrade. -1 O CO N I3acklill d- O N � X using existing soil. 1� ater Score sides of the 0 C� thoroughly to eliminate air pocket,. planting pit walls. � mot- n � �:��•- +r � �rJ, r`7 awh si •,,� h Y rx...�+ �;fi�..- ••Y�. .4 �. . i •� i"ti►- i d." •�� j ,. ..r •li'1�.�7j�..c�.a .-�-ft r�t+ ��f r; -t •�,. .y. .W.�• ;... *.�.�. \_ i drip • `?tf ,?. 1: -• r r}:.' .� F .�. • y. •W. \/ -'-`mss ' f # �� ? r \ \� \/\ �� / Leave soil under ball undisturbed - to support root ball and reduce settling. 1 12 - 2 times ball diamet; r TREE PLANTING DETAIL J ` OT TO SC�ALF z -' W cc W W w � W v�I a Z Z w � 1 o � � J � � a Z QZ r 0 ♦WR O� v T a z Q J z J DON7 DIG BLIND 'HOLEY MOLEY" 1- 800 - 382 -5544 CALL TOLL FREE SHEET N0. C500 O O z O O J J 0 0 0 m W� O IW- o o. 0000 Remove transit guard. --- --- Remove tags and labels. Prune only dead or broken N Rernove Wire Baskets. -- branches or double leaders >_ � Before Free is in pit remove bottom at planting time. L- to of basket cutting horizontally. 0 a O Auer tree is in pit remove the rest `° - Bead gr"dit. of the basket cuttin verucall . � g y --,. -•- Root Collar Flare. U a - C'ollar shall be lc%el or up t;� z E N O 11 1 "�'° abt� we finished grade. - a� 2'-1 of hardwood mulch. Aged uaacl � -0 - p" N clli s or similar mulch. Kee mulch � � - O pp p .�. Remo c anti �xccss soil to locate � d �" � ?' -3" from trunk. rte: and exp��se root Bare. W t2 o�MV Sailgrade. -1 O CO N I3acklill d- O N � X using existing soil. 1� ater Score sides of the 0 C� thoroughly to eliminate air pocket,. planting pit walls. � mot- n � �:��•- +r � �rJ, r`7 awh si •,,� h Y rx...�+ �;fi�..- ••Y�. .4 �. . i •� i"ti►- i d." •�� j ,. ..r •li'1�.�7j�..c�.a .-�-ft r�t+ ��f r; -t •�,. .y. .W.�• ;... *.�.�. \_ i drip • `?tf ,?. 1: -• r r}:.' .� F .�. • y. •W. \/ -'-`mss ' f # �� ? r \ \� \/\ �� / Leave soil under ball undisturbed - to support root ball and reduce settling. 1 12 - 2 times ball diamet; r TREE PLANTING DETAIL J ` OT TO SC�ALF z -' W cc W W w � W v�I a Z Z w � 1 o � � J � � a Z QZ r 0 ♦WR O� v T a z Q J z J DON7 DIG BLIND 'HOLEY MOLEY" 1- 800 - 382 -5544 CALL TOLL FREE SHEET N0. C500