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HomeMy WebLinkAbout05100031 Civil Construction Plans Rcv. 10/18/2005 DOCS00 N , a 0, I 0) -a c � c I � 00 N r U ... Q -0 a., Q . I c 00 N .. E x O .. m N Q) a E o w Q oft W cy Q w CO cn ~ � CO Ll O N U , i� co � I U w / LO -a CD -o N N U N � U �- v E U U 0 a � � F- -0 cr) 3 v N O o �U o - Co M Q) Lij 0 Q V, . C) I— J CD r R � o0 SIGN 'A' SIGNAGE 18 1 ESMT. 1 L x 18 24 0111, Al 1 FOR CONTINUATION SEE SHEET r20 0; 0 1a DONT DIG B LIRID 'HOLEY MOLEY' 1 -800- 382 -5544 CALL TOLL FREE EXISTING LAKE / ,0 � / �0 D cj / "Wo ASHBROOK SEC. I / P-C. I, SLIDE 188 / 000 MATC H LI N E EXISTING ow = - - PAVEMENT WITH NEW PAVEMENT 107 40040 r SEC. SEE SHEET 0301 ' SEE SHEET 0301 �"�' ----- - �-�-�- FOR SECTION C--C .• ,0,,,�''' ;.. FOR SECTION B-- B `�`" -`—T , '• _ / o . w ,• "o 40 111111111111000� 150' B oo 150 / .'ice ' x,54 R . • 0.011 ' ' s s 000 ' to COMMERCE DRIVE SANITARY SEWER EASEMENT u 6 [.C- EM ENT ' -��_ LL '• � `I 3, SLIDE 163 ra c�► t . -o:'' go � ��FUTURE CONSTRUCTION END CONSTRUCTION AT CURB RETURN Ii i I ' I I �f tl� i a, LL � o U w J ' ,w N Z Z o U 0 3I „tip .. ...., ... G - N ' s ` �2 �o �o KF�WYMA NO SCALE NORTH 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. 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, 11, 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. A ` PLACE EXPANSION JOINT AT BACK OF CURB LINE OR AT SIDEWALK LINE RIBBED FINISH -� SIDEWALK B B 12;1 (MAX) co I S D EWAU _- =VARIES MAXIMUM RAMP SLOPE 12:1 --� A PLAN VIEW PAVEMENT RAMP LEGEND 4• • • •' • d v SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION •�' : ' . SYMBOL DESCRIPTION •�••... • .•. �• 4 •_�;•4. .••.:a�. 4 OA INTEGRAL WALK &CURB � 4` PAINTED WHITE PAVEMENT STRIPE CC GRASS AREA �* O PAINTED WHITE LEFT TURN ONLY ARROW SECTION A —A 0 COMBINED CURB AND GUTTER nQ EXPANSION JOINT AT BUILDING D ASPHALT PATH p •• PAINTED WHITE STRAIGHT THRU AND RIGHT TURN N 0 LY ARROW VARIES VARIES VARIES Co EXTRUDED CURB R CONTROL JOINT � CONCRETE GUTTER PAIN " TED WHITE STRAIGHT THRU" U ARROW D� CONCRETE CURB END TAPER �S EXPANSION JOINT FF 1" H,A. SURFACE p AINTED WHITE STRAIGHT THRU AND LEFT TURN ONLY ARROW 4 H,A. BINDER 0 J r � • , • ,. ry .' •.1 .r • .y. .r. .;•:.. ' fit: Y y : • , E CONCRETE WALK 0 STOP SIGN 6 " COMPACTED #53 STONE - 6" COMPACTED #2 STONE " ONLY " : •.: .: Q .:...a 4: CONCRETE STOOP ) 5' ' F x5 UNLESS OTHERWISE NOTED U 24" WIDE PAI Y PAINTED WHITE 0 ( Q NTED WHITE STOP BAR <GG) WHITE HATCHED CROSSWALK G CONCRETE TRUCK DOCK (SEE 6" CONC. SLAB DETAIL - v SCREENING PANEL (SEE ARCHITECTURAL. PLANS) ( . DISABLED PAVEMENT SYMBOL SECTION B _ B SHEET 0600) DETAINING WALL (SEE ARCHITECTURAL FLANS) DISABLED PARKING SIGN '_' DISABLED PARKING SIGN NOTE*, DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST` OF W 7'x7' TRANSFORMER PAD GUARD POST RAISED TRUNCATED 9 DOMES WITH A DIAMETER OF NOMINAL 0. INCHES, A H � 12 of PAINTED YELLOW PAVEMENT STRIPE CURB TRANSITION HEIGHT OF NOMINAL. 0,2 INCHES AND A CENTER -TO- CENTER SPACING OF � NOMINAL ,! TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS AT 45' ANGLE, 20' O.C, NAL 2,55 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING � � 6 WIDE DISABLED RAMP SURFACES; EITHER LIGHT Qty QAR�Cy Q� NUMBER OF PARKING SPACES O DISABLED RAMP Y 4' PAINTED DASHED WHITE PAVEMENT STRIPE 0 8' WIDE DISABLED RAMP THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES /� : PROPOSED CONCRETE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY R �L LANDSCAPED AREA �J 3' CONCRETE MEDIAN � GUARD RAIL O SOUND -ON -CANE CONTACT, PROPOSED HEAVY DUTY ASPHALT PAVEMENT 0 4" PAINTED BLUE PAVEMENT STRIPE 4" PAINTED YELLOW PAVEMENT STRIPE PP 4" PAINTED YELLOW PAVEMENT Q NT STRIPE AT 45' ANGLE, 2' O.C. AT 45' ANGLE, 2.0' O.C. B 30 MPH SPEED LIMIT SIGN I/E INGRESS /EGRESS EASEMENT DISABLED RA�� DETAIL „ NO 4 PAINTED BLUE PAVEMENT STRIPE NO SCALE oho REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 0) -0 0 I c- I 0 Q 0 0 0 F- _0 00 N E cp c� • w 00 � I I Lf) O 00 0 N N � U � 0 a Q) 0o -_j N � 0 c9 CL • . w � 0 X E Q) w �• o, O Q m -{-� '0 -� .. 0 a� CD E � _0 w Li ~ � ono z .. W N (0 .J O / Q � U Lu I / L o 0 U O N / .. E U � z O V I -0 N -N :3 N 00 0 c N O 0 co __j / cn U ..o -►-, w 0 C) (D o cn J _ _ - = _ - (1) CONDUIT COW GF LATl A 1 MW R" M •�V' / M"ry OR LAA! 00 Or rd WWAV" T9 TN[ wo u - 1K 1imam or •A' 8 "FP .._. _ %-CI�I[yYIT uc �•� f I : L "AA2,qr �. °' 'r• tlTCl; raAr it EXISTING LAK E PAIN 3EM LK , \ / CLEANOUT J MO CONKC"ON END of _ A ,�Ot��i A -A MOp"TT Olt 3 N`o'-I 36 I \ A i B . � ww a_ e w u r 9NI i d d I V �i a GO MALL K NO YORE TNAN 1 /2 rla+ rl A � T.C. 881.33 1 GAS PL" MEW : Q / ETER � ( 1. kpfMUl CI1AOL.iDR LAT[JIALj Rl41LL r[ 1p• tpl NOb \ 4 WATER t a WIG" W(Am roll uu7a+.s suu It ljT'm ran \ 4 ry► T.C. 882.20 / ! r 95 Q �� a ,�� INV, 879,74:E , . 25 METER _ . �. ^L "TIN= IIH" K X" � o T PIT.., AT PIIDrgITY L*[ ,� .� ArP+mx.. ►t>�r ranll aT.x n,,, C ' 883.00 " r 0 n <o ^�'� / INV• 875. 8 CP it kA fk ESC C"LATMX AT ►ROPMt1( U E M MCT T" PMt �J J �► • �• ry /� / / . N R ire aae•�a s •l a r�� As Is r CTi1.1T1iDT1 VAT C1T'T1A1(� 1iICTi1l l?1A \I IIJTA iU CYIC'17A1f` CC'Lllt"l? f1F7 ►II .O� ��n� .O� ^ /� /�.. Q `�.. t�n"i vQ f / f� /" V ' 1 ■ Lm 1 5 1 smo firm ®/ S ■ &= i . -.._- SCALE; 1 " =30' m� �� c ! CO ^�; V� co � � co, CO CO o � v' � aj= �� Z� 47 (Z X00' 00 CO CO iz � Z CO 0 00 n� � ��Q Z O CL_ 1 � o � O� CO co iw CO ly 1 i\ p �\ Y FOR CONTINUATION SEE SHEET 400 INV. 5 U/ 1.55 ,,.....,r %j r %j, -tom -' INV. SE 870.53 SHEET C403 WTR- -- = ................ 63 LF OF 8" M CONC. DAM - ADJUST TO % » PVC 0 0 45% 9 LF OF 30 � 0 1 RCP 0 0.509 (FUTURE) 1 PLASTIC COATED U -� (2) 4" PVC CONDUITS 100 Q 3 1 T.C. 88'3.50 CONCRETE END SECTION 'v o � O� CO co iw CO ly 1 i\ p �\ Y FOR CONTINUATION SEE SHEET 400 INV. 5 U/ 1.55 ,,.....,r %j r %j, -tom -' INV. SE 870.53 SHEET C403 WTR- -- = ................ 63 LF OF 8" M CONC. DAM - ADJUST TO % » PVC 0 0 45% 9 LF OF 30 � 0 1 RCP 0 0.509 (FUTURE) PLASTIC COATED U -� (2) 4" PVC CONDUITS 100 Q 3 1 T.C. 88'3.50 CONCRETE END SECTION 'v INV, E&W 875,58 - - -- SD - - -- STORM SEWER INV. NW 875.98 W STUB 10' TO = KEYftwpiAP / CAP AND SEAL ---- -- Uc - - -- 100 T.C. 883.70 W INV, SE 870,10 W ' 18 T,C, 882,72 V} INV. 876.03 0 -RING GASKET 70 LF OF 8" z PVC 0 0.459 0 9 T C, 883, 80 INV. E&W 875,67 -- Q INV, N 876.59 90 LF OF 48" BETWEEN ALL ORi RCP Q 0.289 z PIP t 20 T.C. 884.82 z INV. $81.50 � RISER AND CONE 0 NN LL 4 T,C, 885,00 0 i INV, E &W 875,93 LL INV. N 881.33 9 LF OF 12" m I RCP 0 1.909 EXTRUDABLE 46 LF OF 12" RCP 0 1,00% 48" DIA. T.C. 884.98 21 �I INV. 881.96 j GASKET MATERIAL ` f 1 KENT SEAL OR I 31 T.0 888.60 INV. 884.50 EQUAL) I t � 44 OF 30" SEWER RCP 0,529 N I 23 LL -C' 41 �- INV. 877.75 U 9 LF OF 30 RCP 0 0,53X W � Cn � w INV. E&W 876.67 INV. N 877.70 off\ ` / / w ' � / I t _­j ® ' � � .. .,. . � ... ... .... ..Rl! ..... � / / SRI, I I✓� � ... 1 a� / � T.C. 8 7.70 / ` o � � 1// � / � 33 INV. 8 3.78 / � � / � 32 T.C. 887.40 ` W (o �. // / INV, 88 .00`_ I-- LL 1 T 887.40 �� �� / I �. t 1 30 INV. 884.45 w z� °'wo / / v / / t � t I G � 40' CN 139 LF OF 12* ,, �, / / �, � � (� � RCP 0 0.459 , cv 3 1 u \ 154 LF OF 12 RCP 0 0.95% ELECTRIC/TELEPHONE FROM U.S. 421 LEGEND EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED o STORM INLET STORM UNDERDRAIN - -- -- - -- -- - r CABLE UTILITY MARKER (20 FT. MIN, AT STRUCTURES) 0 STORM MANHOLE UNDERGROUND ELECTRIC UE - - -- -SAN - - SANITARY SEWER Q SANITARY MANHOLE 0 TRANSFORMER l9 DONT WATER L1 N E FIRE PROTECTION LINE IRRIGATION METER FIRE HYDRANT STORZ CONNECTION THRUST BLOCK POST INDICATOR VALVE WATER VALVE UNDERGROUND CABLE 80w 4 "FP O T UT GAS GAS M ETER TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPHONE UTILITY MARKER UNDERGROUND TELEPHONE DISABLED PARKING SIGN SIGN GRANULAR BACKFILL DIG 0 BLIND UT i l 11 'HOLEY MOLEr 1- 800 - 382 -5544 CALL TOLL FREE FRAME AND COVER AS SPECIFIED BUTYL RUBBER BASE R N EXTERIOR BACKPLASTER MATERIAL, 1/4" MINIMUM THICKNESS FROM 4" BELOW TOP OF CONE TO CASTING, PER DPW SPECS. PRECAST CONCRETE ADJUSTER RINGS 4" MIN.- 120 MAX. (SEE DETAIL) 4 0 5 iv I � MIN, t SHEET C403 WTR- -- = ................ SANITARY CLEANOUT POLYPROPYLENE OR CONC. DAM - ADJUST TO �X� STORM STRUCTURE NUMBER 1 PLASTIC COATED G - '(p = -� SANITARY STRUCTURE NUMBER 100 Q 5" CONCRETE END SECTION 'v o - - -- SD - - -- STORM SEWER KEYftwpiAP / ---- -- Uc - - -- N 0 SCALE NORTH WATER L1 N E FIRE PROTECTION LINE IRRIGATION METER FIRE HYDRANT STORZ CONNECTION THRUST BLOCK POST INDICATOR VALVE WATER VALVE UNDERGROUND CABLE 80w 4 "FP O T UT GAS GAS M ETER TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPHONE UTILITY MARKER UNDERGROUND TELEPHONE DISABLED PARKING SIGN SIGN GRANULAR BACKFILL DIG 0 BLIND UT i l 11 'HOLEY MOLEr 1- 800 - 382 -5544 CALL TOLL FREE FRAME AND COVER AS SPECIFIED BUTYL RUBBER BASE R N EXTERIOR BACKPLASTER MATERIAL, 1/4" MINIMUM THICKNESS FROM 4" BELOW TOP OF CONE TO CASTING, PER DPW SPECS. PRECAST CONCRETE ADJUSTER RINGS 4" MIN.- 120 MAX. (SEE DETAIL) 4 0 5 iv I � MIN, t BENCH WALL ` SEE DETAIL TO �HE LEFT) BENCH WALLS I. < PLAN 40 ® 6" O.C. -BOTH WAYS ENCH WALL DETAIL # DROP MARfFiOLE LIAIL NO SCALE FA Am DEFLECTION TEST a) DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. b) NO PIPE SHALL EXCEED A DEFLECTION OF 5 PERCENT. IF DEFLECTION EXCEEDS 5 PERCENT, REPLACEMENT OR CORRECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH REQUIREMENTS IN THE APPROVED SPECIFICATIONS. c) THE RIGID BALL OR MANDREL USED FOR THE DEFLECTION TEST SHALL HAVE A DIAMETER NOT LESS THAN 95 PERCENT OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED, THE PIPE SHALL BE MEASURED IN COMPLIANCE WITH ASTM D 2122 STANDARD TEST METHOD OF DETERMINING DIMENSIONS OF THERMOPLASTIC PIPE AND FITTINGS. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES, WATER (HYDROSTATIC) TEST THE LEAKAGE EXFILTRATION OR INFILTRATION SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY (0.019 M3 /MM OF PIPE DIA. /KM /DAY) FOR ANY SECTION OF THE SYSTEM. AN EXFILTRATION OR INFILTRATION TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET (610 MM), AIR TEST THE AIR TEST SHALL, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C- 828 -86 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, AND FOR OTHER MATERIALS TEST PROCEDURES APPROVED BY THE REGULATORY AGENCY, PROPOSED MANHOLES WILL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST, THE TRENCH SHOULD BE ADEQUATELY SUPPORTED TO PROTECT WORKMEN AND ADJACENT STRUCTURES. 1. POLYVINYL CHLORIDE PIPE A. PIPE, POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE SHALL BE THE INTEGRAL WALL BELL AND SPIGOT TYPE WITH ELASTOMERIC SEAL JOINTS AND SMOOTH INNER WALLS MEETING OR EXCEEDING ALL OF THE REQUIREMENTS SET FORTH IN ASTM D -3034. FOR DIAMETERS 15- INCHES OR LESS, THE PIPE SHALL HAVE A MINIMUM CELL CLASSIFICATION OF 12454 -B OR 12454 -C. B. JOINTS: FLEXIBLE GASKETED JOINTS SHALL BE COMPRESSION TYPE SO THAT WHEN ASSEMBLED, THE GASKET INSIDE THE BELL WILL BE COMPRESSED RADIALLY ON THE PIPE SPIGOT TO FORM A WATERTIGHT SEAL. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS AND ASTM D -3212, THE GASKETS SEALING THE JOINT SHALL BE MADE OF RUBBER OF SPECIAL COMPOSITION HAVING A TEXTURE TO ASSURE A WATERTIGHT AND PERMANENT SEAL AND SHALL BE THE PRODUCT OF A MANUFACTURER HAVING AT LEAST FIVE (5) YEARS EXPERIENCE IN THE MANUFACTURE OF RUBBER GASKETS FOR PIPE JOINTS. THE GASKET SHALL BE A CONTINUOUS RING OF FLEXIBLE JOINT RUBBER OF A COMPOSITION AND TEXTURE WHICH IS RESISTANT TO COMMON INGREDIENTS OF SEWAGE, INDUSTRIAL WASTES AND GROUNDWATER, AND WHICH WILL ENDURE PERMANENTLY UNDER THE OONDITION5 LIKELY TO BE IMPOSED BY THIS SERVICE. THE GASKET SHALL CONFORM TO THE REQUIREMENTS ASTM F -477, C. THE REQUIRED MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWERS AND WATER MAINS SHALL BE 10' EDGE OF PIPE TO EDGE OF PIPE$, SEE SHEET C403 ,1V- _+I STRUCTURE DATA TABLE SEE SHEET POLYPROPYLENE OR CONC. DAM - ADJUST TO GENERAL NOTES PLASTIC COATED SUIT PIPE DIAMETER 5" 5" CAST IRON STEPS AN D FLOW R �-- 0 -RING GASKET BETWEEN ALL T RISER AND CONE ' SECTIONS PLUS 1/2 m EXTRUDABLE 48" DIA. GASKET MATERIAL ` KENT SEAL OR EQUAL) SEWER z PIPE N BENCH WALL ` SEE DETAIL TO �HE LEFT) BENCH WALLS I. < PLAN 40 ® 6" O.C. -BOTH WAYS ENCH WALL DETAIL # DROP MARfFiOLE LIAIL NO SCALE FA Am DEFLECTION TEST a) DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. b) NO PIPE SHALL EXCEED A DEFLECTION OF 5 PERCENT. IF DEFLECTION EXCEEDS 5 PERCENT, REPLACEMENT OR CORRECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH REQUIREMENTS IN THE APPROVED SPECIFICATIONS. c) THE RIGID BALL OR MANDREL USED FOR THE DEFLECTION TEST SHALL HAVE A DIAMETER NOT LESS THAN 95 PERCENT OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED, THE PIPE SHALL BE MEASURED IN COMPLIANCE WITH ASTM D 2122 STANDARD TEST METHOD OF DETERMINING DIMENSIONS OF THERMOPLASTIC PIPE AND FITTINGS. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES, WATER (HYDROSTATIC) TEST THE LEAKAGE EXFILTRATION OR INFILTRATION SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY (0.019 M3 /MM OF PIPE DIA. /KM /DAY) FOR ANY SECTION OF THE SYSTEM. AN EXFILTRATION OR INFILTRATION TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET (610 MM), AIR TEST THE AIR TEST SHALL, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C- 828 -86 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, AND FOR OTHER MATERIALS TEST PROCEDURES APPROVED BY THE REGULATORY AGENCY, PROPOSED MANHOLES WILL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST, THE TRENCH SHOULD BE ADEQUATELY SUPPORTED TO PROTECT WORKMEN AND ADJACENT STRUCTURES. 1. POLYVINYL CHLORIDE PIPE A. PIPE, POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE SHALL BE THE INTEGRAL WALL BELL AND SPIGOT TYPE WITH ELASTOMERIC SEAL JOINTS AND SMOOTH INNER WALLS MEETING OR EXCEEDING ALL OF THE REQUIREMENTS SET FORTH IN ASTM D -3034. FOR DIAMETERS 15- INCHES OR LESS, THE PIPE SHALL HAVE A MINIMUM CELL CLASSIFICATION OF 12454 -B OR 12454 -C. B. JOINTS: FLEXIBLE GASKETED JOINTS SHALL BE COMPRESSION TYPE SO THAT WHEN ASSEMBLED, THE GASKET INSIDE THE BELL WILL BE COMPRESSED RADIALLY ON THE PIPE SPIGOT TO FORM A WATERTIGHT SEAL. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS AND ASTM D -3212, THE GASKETS SEALING THE JOINT SHALL BE MADE OF RUBBER OF SPECIAL COMPOSITION HAVING A TEXTURE TO ASSURE A WATERTIGHT AND PERMANENT SEAL AND SHALL BE THE PRODUCT OF A MANUFACTURER HAVING AT LEAST FIVE (5) YEARS EXPERIENCE IN THE MANUFACTURE OF RUBBER GASKETS FOR PIPE JOINTS. THE GASKET SHALL BE A CONTINUOUS RING OF FLEXIBLE JOINT RUBBER OF A COMPOSITION AND TEXTURE WHICH IS RESISTANT TO COMMON INGREDIENTS OF SEWAGE, INDUSTRIAL WASTES AND GROUNDWATER, AND WHICH WILL ENDURE PERMANENTLY UNDER THE OONDITION5 LIKELY TO BE IMPOSED BY THIS SERVICE. THE GASKET SHALL CONFORM TO THE REQUIREMENTS ASTM F -477, C. THE REQUIRED MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWERS AND WATER MAINS SHALL BE 10' EDGE OF PIPE TO EDGE OF PIPE$, SEE SHEET C403 FOR STRUCTURE DATA TABLE SEE SHEET C402 FOR GENERAL NOTES 4 00 REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: (317 808 -6000 Fax: (3171 808 -6797 I 0 rn It 00 a - I I L 1 O 0 N U O a� 0 i E 0 D J 7 U r F1 IN 13) JUN-C ANNUALS 1� s 1 3> ACE-E 1 E) nME -a 3) ACE-B \ 1 3> aNE -a 3) LLE -I FOR CONTINUATION SEE SHEEP "HOLEY MOLEY' r � 1-800-382-5544 CALL TOLL FREE , EXISTING LAKE - \\ .... 4w CAR -C '30) il) CAL -A _ 8) GAL -A • ' /� 2) - - 10 3) ACE -E -- C • . • 37- - 7) JUN -C ----� 2) CAR -C --- 1) ACE -B . • 10)_ VIB -D 10) VIB -D •= . , 7) JUN -C --- `Z 23) HEM -M - 93> HEM -M - 40 SOD • . 10) CAL -A _ 15) VIB -D 3> ACE E ) AC 4) CAR -C 4) CAR- - - - - S) JU 9) MIS -S • C LANDSCAPE N . 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 DEFQRE PLANTING OPERATIONS ARE TO PROCEED, ALL TREE LOCATIONS SHALL BE MARKED I A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND TH LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT UND COVER AND MULCH BED 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 SOW i i U'RONS 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 CONTRACTORS 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 NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED F ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. R A PERIOD OF PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY ECT. AT THE END OF THIS ORY BY LA BE REPLACED AT NO ADDITIONAL CHARGE BY GNDSCAPE ARCHITECT SHALL THE LANDSCAPE CONTRACTOR, 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FE REQUIRED FOR HIS PORTION OF WORK, ES THAT MAY BE 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIA BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. CHOCOLATE MA ERIAL TO ALSO DE MILDLY ACIDIC IN CHARACTER AND SHALL PEAT 1�10�5 LL MEET APPROVAL OF LANDSCAPE ARCHITECT. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING TO BID DATE NOTED. SLANTING OPERATIONS OR IN LOCATIONS 12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. AND SODDED LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION AS APPROVED BY LANDSCAPE ARCHITECT, S ECIFICATION 0R 13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPT END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS C ABLE GRASS AT ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEED COMPRISING MORE THAN 27* OF IS ESTABLISHED. ED UNTIL AN ACCEPTABLE STAND OF GRASS r 00*0 04000 ••ego do 00 dLv• so 00 60 so do of so 4 ���• /♦ • 00 so 00 .''00 i 11 4s 00 ..' II � so .. / ,5 o U . w w w z _O z z 0 U 0 Li _L B BUFFERYARD I o to U W 2 W LLJ z _0 I` d z E_. z 0 U cr O LL_ 14• ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR 90 DAYS FOLLOW LANDSCAPE ARCHITECT, ALL SODDED LAWN TO BE MAINTAINED FOLLOWING FINAL INSPECTION OF FOLLOWING FINAL INSPECTION BY A/E AFTER WRITTEN R FOR A PERIOD OF 90 DAYS MAINTENANCE To INCLUDE WATERING, WEEDING CULTIVATING, FROM LANDSCAPE CONTRACTOR. NECESSARY OPERATIONS REQUIRED FOR P ULTIVATING, MULCHING, MOWING AND ALL OTHER ROPER ESTABLISHMENT OF LAWNS AND PLANTINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE 1R NOT OPERATIONAL AT THE TIME OF PLANTING OR IS NOTED INCLUDED IGATIQN SYSTEM IS UDEO IN CONSTRUCTION, 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY ARCHITECT. TYPE OF WORK AS REQUESTED BY LANDSCAPE 16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4" MINIM SEEDING OR SODDING OPERATIONS, UM APPROVED TOPSOIL PRIOR TO 17. BACKFILL FOR TREE PLANTING SHALL BE 757 APPROVED TOP TOP LAYER OF BACKFILL SHALL BE 100 EXISTING OIL AND 25q APPROVED PEAT MOSS, STING 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. SEE SHEET C500 FOR PLANT SCHEDULE KEYMAP ?FN NO SCALE e 1�� i i �• REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: {317j 808 -6000 Fax: (3t7 ) $o8-6797 h� Z 0 50 100 150 GRAPHIC SCALE IN FEET �o r _ r 0raH 'r, (I 4 � t: c ) F r �o va KEYMAP ?�7N NO SCALE PLANT SCHEDULE L1 O 1 U ♦ a c W u? Z -- CD v N C:) Q) in t-- C"I CL' E3� O d' } CL _1 o M O o N ISO O A� � `� Q e? TREES {� O PERENNIALS, ORNAMENTAL EjRASSES, AND GROUND COVERS w 3 TREES O X W a 0 0 c o rn � o a: - U) O O SYMBOL QUANTITY BOTANICAL NAME COMMt:,; NAM i y ROOT DOTES LMBOL QUANTITY BOTANICAL NAME �OMM ❑N NAME 51ZE ROOT NOTES ACH -M 115 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW GAL. CONT. PLANT 42" O.C. ACE -A IS ACER X FREEMANII ARMST� :.I aG TWO MAPLE :: 112" B/B SEE PLAN TIL -T 22 TILIA TOMENTOSA SILVER LINDEN 2 112" B/B SEE PLAN CAL -A 819 CALAMAGROSTIS A. 'KARL FOERSTER' FEATHER REED GRASS 2 GAL, CONT. PLANT 42" O.C. ACE -B 61 ACER RUBRUM 'AUTUMN BL.t.ZE' AUTUMn 3LAZE MAPLE .2 1/2" B/B SET_ PLAN W U — W HEM -M 643 HEMEROCALLIS 'STELLA DE ORO' STELLA DE ORO DAYLILY I GAL. CONT. PLANT 24" O.C. O U .J t Uj SHRUBS W t � �. cc 0 AF-E -E 53 A[--ER SACCHARUM 'ENDOW a NT' ENDGt LENT MAPLE 2 1/2" B/B 1-JEE PLAN L MISS 113 MISCANTHUS SINENSIS MAIDEN GRASS 2 GAL. C ONT. PLANT 42" O.C. _ -_ BUX -K la -O BUXUS KOREANA 'GREEN VELVET' GREEN VELVET BOXWOOD 24" CONT. PLANT 36" O.C. Drawing Number: AME -A 20 AMELANCHIER ARBOREA SHA01 ..OW SERVICEBERt : 2" B/B SEE PLAN 24 of 37 Sheets Duke Realty Job Number: LT301 -001 PEN -A 416 PENNISETUM AL❑PECUR❑IDES 'HAMELN' HAMELN FOUNTAIN GRASS 2 GAL. CONT. PLANT 36" O.C. i — HYD -Q 35 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 2 4" CONT. PLANT 36" D.C. 12 BETULA NIGRA RIVE: 81RCH IO' B/B CLUMP RUD -G 25 RUDHECKIA FULGIDA 'G❑LDSTURM' BLACK -EYED SUSAN I GAL. CONT. PLANT 24" O.C. BET -N . ILE -G 254 ILEX C-�LABRA 'COMPACTA' COMPACT INKBERRY 24" CONT. PLANT 36" ❑.C. CAR -C 21 CARPINUS CAROLINIANA AMt: �:ICAN HORNBEAM 2 I12" B/B SEE PLAN SAL -M 105 SALVIA NEMER❑SA 'MAY NIGHT' MAY NIGHT SALVIA I GAL. CONT. PLANT 24" D.C. - - JUN -C 424 JUNIPEIRUS CHINENSIS 'KALLAYS COMPACT' KALLAY JUNIPER 24" CONT. PLANT 42" O.C. GLE -I 61 GLEDITSIA TRIACANTHOS 'SHADEMASTER' SH,- EMASTER HONEYLOCUS'l 2 112" B/B SEE PLAN JUN -S 98 JUNIPEIRUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER 24" CONT. PLANT 42" O.C. PIC -A 30 PICEA ABIES NORWAY SPRUCE 8' B/B SEE PLAN LAWN PHY -O 36 PHYSDCARPUS OPULIFOLIUS 'M❑NLO' PURPLE NINEBARK 24" B/B PLANT 42" O.C. SEED SQ. FT. ALL SEED AREAS TO BE HYDROMULCHED P111-P 39 PI(:EA PUNGENS BLUE SPRUCE 8' B/B SEE PLAN VIB -D 536 VIBURNUM X DENTATUM ARROWW❑OD VIBURNUM 24" B/B PLANT 42" D.C. SOD SQ. YDS. ALL S❑D AREAS TO BE IRRIGATED QUE -R 11 QUERCUS RUBRA RED OAK 211211 B/B SEE PLAN VIB -P IZ❑ VIBURNUM P. T. 'SUMMER SNOWFLAKE' SUMMER SNOWFLAKE VIBURNUM 24" B/B PLANT 42" O.C. SYR -R 102 SYRINGA RETICULATA 'IVORY SILK' TREE LILAC 2 112" B/B SEE PLAN MULCH SHREDDED HARDWOOD [U. YLIS, ALL PLANTING AREAS TO BE la A 3" DEPTH BARK MULCH 'HOLEY MOLEY' DONT DIG BLIND =_ -- 1 -800- 382 -5544 CALL TOLL FREE GENERAL NOTE Quantity lists are supplied os o cornvernence. The Contractor shall verify all quantities. 4 Duke�v REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 IF of i =. v L1 O 1 U ♦ a c W u? Z -- CD v N C:) Q) in t-- C"I CL' E3� O d' } CL _1 o M O o N ISO O A� � `� Q e? {� O w 3 t O X W a 0 0 c o rn � o a: - U) O O s r N ` &'m ; ;gyp r' Q I Uj CL ■ Q Uj 0 V Qz CL < 1- = z W U — W c = 11 I i O U .J t Uj r— W t � �. cc 0 L f f Certified By: F Drawing Number: C500 24 of 37 Sheets Duke Realty Job Number: LT301 -001 A/E Job Number: 61287.03 i — IF of i =. rn Sri 0 �I a� a 0 O O -0 r- E O N Ln N CD cb 6 I Ln O I O I� N 00 N � Q0 O a � 0 N n- � N � N w- E L- N X s O m a 'O 0 a) w D O o -o E +; 00 I O O / I O I / L O° N jX N N E N i- E ~ y Z O .� o � � Q) CO 0. c- N o U �p n U O O •� +� W O p L cn cQ / Quo c/)/ J J C7 4(um REALTY CORPORATION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: R171 17 808 -6000 Fax: 808 -6797 a� .? p 0 0 •— U p C co L 0) O (j) CL p 0 a c 00 oN� ,. t` - � O iA W V O O Z0f hap0aw w = U Z } O (n OW <Me zO � �N M �ZtZifZY� zoo a1U o33 O � U N � U U= M O O O 000 WCrW ao a W Wir 0 a CL0.EQQ aWc �da0W.. •' 00 00�n 00 000 N 0 v� 'nr\-. 0) NW) d � Lon 401 .n 8n 0n 0000 n N-0-0- O co C-4 or- N '�NNO0 x-00 pN�� 00 ©00 U) O cm r A r O 4®' LU Lai Q O � V zQ X � Q W ..1 �. -F o LU - - hem ®C = _1 Ww -i G CL p Q LU t-- Mi E 2 O G 0 IJU Certified By: Drawing Number. EXHIBIT of 38 Sheets Dt" Redty Job Number: IMUN WC301=001 A/E Job Number: .61287.03 r_