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05120015 Civil Construction Plans Rcv. 12/6/2005 DOCS
y.. kY SITE PLAN SHEET INDEX: C001 SITE COVER SHEET C101 DEMOLITION PLAN C201 SITE PLAN C301 GRADING PLAN C302 EROSION CONTROL PLAN C303 EROSION CONTROL NOTES & DETAILS C401 UTILITY PLAN C501 LANDSCAPE PLAN C601 CONSTRUCTION DETAILS C602 CONSTRUCTION DETAILS C603 CONSTRUCTION DETA!'"S .._ CITI VICINITY MAP DOM t F - n ,.j r % • � f+ � ''' /� ,�. Yom, ✓Y .r /y. V) m J Z� �Z U %0 o 0 J� M 0 N c th A y O M =J W r W E %.0 o � _ �.l..�Z Z _ ^ N c N zu������ M v �//�� W CL u- VJ �V)U 0) o v LO U)_ N N C �Z �•� CO o o 0 C:) C cn 5 t- 3 r- M M Q C) r r r C m Ch m O z O W W Q 0 O z 0 on L0 (n �. W) V o 0 M N v) v) W- 0 CD 0 ce w Q w i i I I 7 z W O w V � �— — W cl) Q W W 3 _ O z t/) J 0 w w am W � � Q o W oo v V T� LL Lc) d. 3: V SHEET N0. Cool S CAPPED REBAR SET LUSH, 0.24' S. & 4' WEST OF CONC. Marsh Area MONUMENT 888- �sgg— P.O.B. dot 4A � C" 'Tu N.W. CORNER--- -�� LOT 1 BLOCK 3 INLET 73 P SW= 886.08 L 0 C'K 1 .- �-V CT(-)DAA III CT ��•LB —y --�J\ i A INLETS 888.7 886.011 1 1 U O U i U / O n n r n' Asphalt BLOCK 5 S 89 °3959" E 602.20 890--___ Tree Line _n c-e-- L�p e 8 „ DL x < I I L F1 L X. � TO.T 15' B.` ST S Te . N T / I� N I� EX. T. C. INV. t e W O O O cn V, O O O IAliT NIFIW.t \ co I I I 1 I I j � SZM C� (n C� WQ T 1� M-,AR 0 L E �59�.19, OD NORTH 0 30 60 90 GRAPHIC SCALE IN FEET EXISTING LEGEND 0143 STM �1°h SPOT ELEVATION (TOP OF CURB) ��� WATER VALVE x h�O Ln SPOT ELEVATION FIRE HYDRANT EX ST� M IN T. � 7.99 � FU TE D=0=0 AREA LIGHT 2 0 BUSH rQj UTILITY POLE X FENCE 9 . OL PQNL_ -�- SIGN I � TELEPHONE MANHOLE 0 EX. S�ORM INLET � T. C. =7_8 9 0.02 INV. 1� FRCP N= � INV. 1 CP S= CONCRETE BUMPER G 0 O UD DRAINAGE MANHOLE OHU O QS SANITARY MANHOLE OHE u� Q) i U / O n n r n' Asphalt BLOCK 5 S 89 °3959" E 602.20 890--___ Tree Line _n c-e-- L�p e 8 „ DL x < I I L F1 L X. � TO.T 15' B.` ST S Te . N T / I� N I� EX. T. C. INV. t e W O O O cn V, O O O IAliT NIFIW.t \ co I I I 1 I I j � SZM C� (n C� WQ T 1� M-,AR 0 L E �59�.19, OD NORTH 0 30 60 90 GRAPHIC SCALE IN FEET EXISTING LEGEND LEGEND PIPE TO BE REMOVED GENERAL NOTES 1. 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 FIELD LOCA1ONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTIUTIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTIUTIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTIUTIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT -OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW U1ILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACIU11ES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT SHOWN TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER OR CRUSHED AND USED AS A NEW PAVEMENT BASE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. 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 USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTIIJTIES OR STRUCTURES IN PROPOSED PAVEMENT OR BUILDING AREAS REQUIRING REMOVAL SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. 14. THIS PLAN IS TO BE USED AS A GUIDE FOR PAVEMENT AND TREE REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXTENT OF ITEMS TO BE REMOVED OR RELOCATED IN ORDER TO COMPLETE THE PROJECT. SfK 1 xv - r fry �! /.�f �4%!'• ( G; it /iSS% ' -d �. V VU; J m z� U E ? `O ° o N N th c M N en c �W 0 1MMato -p WZ Z� L E`"� V J W cn U 0 U E C14 • E N (n 'I- N Z •c CO rn 0 m C:) C:) —oo� N•otiti3 �cu 'T�m O M m O :D I,* r%_ T_ CO C It- co co Z O r� V J NW W I- Q O Z LO C5 M LO Z 00 ° cn cn cn Lo V) V) V) U ~ 0 N W 0 ne Q W ce �je CL o 0 o U 0 w 0 LLJftftftft LL] 0 o 000 V G.ti.. Lc) w-rm-1 C) SHEET N0. ci 01 �1°h SPOT ELEVATION (TOP OF CURB) � WATER VALVE x h�O ��° x SPOT ELEVATION FIRE HYDRANT 831 CONTOUR Er DECIDUOUS TREE D==0 AREA LIGHT 1 6• EVERGREEN TREE D=0=0 AREA LIGHT 2 0 BUSH rQj UTILITY POLE X FENCE E- GUY ANCHOR -�- SIGN T TELEPHONE MANHOLE 0 TRAFFIC SIGNAL POLE EO TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS UD DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24” TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM O CLEAN OUT SAN UNDERGROUND SANITARY PIPE BOLLARD -w W- WATER LINE FLAG POLE LEGEND PIPE TO BE REMOVED GENERAL NOTES 1. 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 FIELD LOCA1ONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTIUTIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTIUTIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTIUTIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT -OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW U1ILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACIU11ES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT SHOWN TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER OR CRUSHED AND USED AS A NEW PAVEMENT BASE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. 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 USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTIIJTIES OR STRUCTURES IN PROPOSED PAVEMENT OR BUILDING AREAS REQUIRING REMOVAL SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. 14. THIS PLAN IS TO BE USED AS A GUIDE FOR PAVEMENT AND TREE REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXTENT OF ITEMS TO BE REMOVED OR RELOCATED IN ORDER TO COMPLETE THE PROJECT. SfK 1 xv - r fry �! /.�f �4%!'• ( G; it /iSS% ' -d �. V VU; J m z� U E ? `O ° o N N th c M N en c �W 0 1MMato -p WZ Z� L E`"� V J W cn U 0 U E C14 • E N (n 'I- N Z •c CO rn 0 m C:) C:) —oo� N•otiti3 �cu 'T�m O M m O :D I,* r%_ T_ CO C It- co co Z O r� V J NW W I- Q O Z LO C5 M LO Z 00 ° cn cn cn Lo V) V) V) U ~ 0 N W 0 ne Q W ce �je CL o 0 o U 0 w 0 LLJftftftft LL] 0 o 000 V G.ti.. Lc) w-rm-1 C) SHEET N0. ci 01 r : GRAPHIC SCALE I,`W FEW SITE DATA ZONING: 1 -1 ADDRESS: 4518 WEST 99TH STREET TOTAL PARKING SPACES PROVIDED: 63 HANDICAP SPACES PROVIDED: 4 KEY NOTES A0 INTEGRAL CONCRETE WALK AND CURB © 4" THICK CONCRETE WALK © LIGHT DUTY ASPHALT PAVEMENT OD HEAVY DUTY ASPHALT PAVEMENT OE CONCRETE STOOP (5'X5' UNLESS OTHERWISE NOTED) O CONTROL JOINT (TYP) © EXPANSION JOINT OH 4" WIDE WHITE PAINT STRIPE (TYP) QI 4" WIDE BLUE PAINT STRIPE © 45', 2' O.C. J0 4" WIDE BLUE PAINT STRIPE QK HANDICAP PARKING SIGN © LANDSCAPED AREA (SEE LANDSCAPE PLAN) OM 6" EXTRUDED CURB O HANDICAP RAMP OO 6" THICK CONCRETE PAVEMENT © TRANSFORMER PAD ® TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS ® HANDICAP PARKING SYMBOL OS PIPE BOLLARD TO MONUMENT SIGN, SEE ARCHITECTURAL PLANS QU METAL STAIR, BY STEEL FABRICATOR V0 4" WIDE WHITE PAINT STRIPE © 45% 2' O.C. © 24" WIDE WHITE PAINTED STOP BAR Q X STOP SIGN GENER,4L NOTES: 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE TO FACE OF CURB, UNLESS OTHERWISE NOTED. -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 3' 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. 12. AREAS SHOWN TO BE LANDSCAPED SHALL BE TOPPED WITH 4" OF CLEAN TOPSOIL, SEEDED AND MULCHED AS PART OF THIS CONTRACT. K - �k, S% .may � % i/• S / h fY S, �S Sy 4 f t 3 �avl'.ey_iil, jik ic� �"w+�X'+�.• ,v VU> J m Z� (� c E .Z %.0 o 0 J M N DA ri O M M v w J 0 vM�� Z z��= W �� � I- Z— V Ln o, E v Z ~ r ^ M �7 � - _ tx� W r— of U G. LL- c: O V N� C co E U N U (1) co - Z m 0 0 C N o ti r, 3 0 a� c tc- M M o O c) c r r r m (D Ch t'7 Z 0 w cle w Q O Z 0 O rM j LO F— U 0 N (N V) V) 0 0 c� Lu w u D O D U Fm O W W v �a z cn W Z z � a n O I- W Lu cl) F a. W cf) �a W co L) LL T' Lo 4e 3: U U SHEET N0. C201 �. .;J, x / .................... mulirm, (41 IN x T— x x 06 co x r 3 M�•✓�' n f � t �h �`f� cb x� x� ^� 00� cn / x`b� O �! 0 ° 0 (3 �/ N O M C I ; =- � � U Ln v n 0" ?c.. \........ Z VJ � W V)Ua. L. �o� ov O U c: Lo x x ::.. cn 0 c) CD CD v i • 6 1-. 1- 3 M cc C3 W o�titi (D C M (h FUTURE EXPANSION f F E i I z II x 12.30: BOTTOM ELEV. 881.0 �\7 1% 0 x X� �/ V �A \u ....... . ............ D< O 0)011 ;• x T— x x 06 co x r 3 M�•✓�' n f � t �h �`f� 00� cn / 888 �! 0 ° 0 (3 �/ N O M C I U Ln v n 0" Z VJ � W V)Ua. L. 885 O U c: Lo c N cam/ C co a� N ::.. cn 0 c) CD CD v i • 6 1-. 1- 3 M cc C3 W o�titi (D C M (h f F E i I z 883 12.30: BOTTOM ELEV. 881.0 �\7 1% 0 r �/ V �A \u ....... . ............ ;• � f X w � Ir NORTH 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND EXISTING tJ• x � .................... sf.. Y............................. �� ................. T ..... .... ..............._�... NOTES: CONTOUR LINE SPOT ELEVATION STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT CONCRETE END SECTION STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT WATER METER PIT WATER SHUTOFF WATER VALVE GAS GAS UTILITY MARKER GAS VALVE ELECTRIC UTILITY MARKER PULLBOX UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE GUY WIRE SIGN PROPOSED ,-- 871 871.50 0 0 0 0 0 v 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. BENCHMARK GENERAL COORDINATES: 560OW &980ON SEC. BOONE INDIANA STATE HIGHWAY COMMISSION STANDARD BRONZE PLATE STAMPED BOO G -4, SET IN THE W END OF THE NW WING OF THE W BOUND LANE BRIDGE OF 1 -465 OVER ZIONSVILLE ROAD. ELEV. 904.11 FEET r 3 M�•✓�' n f � t �h �`f� cn vU; J J m Z� U �! 0 ° 0 (3 �/ N O M C JWrn WZ v z�.,= U Ln v n 0" Z VJ � W V)Ua. L. O U c: Lo N cam/ C co a� N _ c/) m z cn 0 c) CD CD v i • 6 1-. 1- 3 M cc C3 W o�titi (D C M (h f F E i I z 0 w W Q O z 0 O rM L j U o cq .- I 0 0 0 L w Q W a. O U i I O W w a � L) W cn a_ uj = a- o F-- W Q. W L u co LL T' 3: (m) C/) SHEET N0. 0301 C10] -,j I Nil 0 30 60 90 GRAPHIC SCALE IN FEET INEEMPOEND SILT FENCE - X RIP RAP CONSTRUCTION LIMITS TEMPORARY SEEDING PERMANENT SEEDING TEMPORARY INLET PROTECTION (DANDY BAG II) EROSION CONTROL BLANKET W, wr Lft r[.,Fo:: 00 t :d6l�'i 0 ALL AREAS THAT ARE LEFT UNDISTURBED FOR 15 DAYS SHALL RECEIVE SEED AND MULCH. r- ri r 'cf :.f ri• ss b... 4 .y f. !`• 4 Y � S 5 r;a r^•j �.<� r � t r. s i•, s i ��/ � s � r ��y wH N vU� J J m zy c E co _j r4 � 0 N DA o 0 M O M M =V M t0 G WZ cu C4 0 z0 C v v V1 /A' Z rn °' G M t/ W — V) U d O U N N t °' a co U) N U) � N C Z 0 CD o o C6M19T 3 N o ti ti o ccn co O r r r m to C M M z 0 w W 0 0 z 0 M Lo U) N � (V) (V) U o c� 0 0 LLJ w Q a. w D V W O a w Q V � J � Z 01 � UJ = D 0 �z a� z J 0 o H W V cl)� Q. LU � �:.< Q W co U — T um Lc) cl) Iq 01 v w U) 1 SHEET N0. 0302 EROSION CONTROL MONITORING & MAINTENANCE GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 15 and smaller INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; 9.5 STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING 16 TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND 21" to 30" 20' SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY 9" to 12" . , ' / / / � 11 . INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION O M GJ WWM CS I? s 'q. TO SILT FENCE OR DAMAGE TO FENCE MATE M REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEMNG AND GRADING �, ^ r�/ /W M 7 -M S �cn Ua HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID / ,/ / j� . . //,,j,Y .�', I . 'f/ 11 .:.:. . UNDERMINING DURING CLEANOUT { EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING . I ::: INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT .. 1. I.. I .?� .'Oi:::.�!'�.' :.�. I... : , ..:;,.,. .: .. .��:'�. . I .1 � 11 :;� , : 11 ".. . . -.-��� --ii��?. - - . . ., I.., "' '4 .' 'i::-��-""'.' . , "i,/ /, FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET I,/ �._lk"' 'V/1,xad///,.."."`/�� P . I "� �' 11 .-�'//Z' �":�'�'. rl"', ]�:'� ��'.��?�:��:. I * ff TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY, REMOVE SEDIMENT FROM TRAPS WHEN 50X FULL. ALONG WITH ROUGH GRADING yti '�' /�/ i ,/: ii / /ii ... '..; : - .... : .... WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE . :�.:..... ...... I . .::�:' y.": . .Z. .':':.....;'-.;. '. I . ..... .,:* " ,,,,,y, / /, . . / /,,,y / y 'y ''y TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS ,1 , 1. / //// , ... 1. 19". .. , I I - / � : i `."" � INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF F DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING I -11 //� AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED LU Ie INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING. AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLMIKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED ASR FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION LS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL. OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 325 300 275 250 225 200 175 150 1 SL8PE 100 75 50 25 FT. GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW CHANNEL CHANNEL AND SHORELINE s' - : ' . ,I 3' 3' s' x s A x 1 STAPLE PER SO. YD. 1 1/2 STAPLE PER SQ. YD. 4' 2' x 4' x 4' 2' x x 20 "�-- X x X X 3' 4LC x x x x x C D x X x x x 2 STAPLE PER SO. YD. 3 1/2 STAPLE PER SQ. YD. SLOPE GRADIENT NOTE: 1. CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NO SCALE SLOPE CHECK BACKFILL GROUND LINE P "' 1= =1_I1� =III - �EXISIING SOIL NON -WOVEN FILTER FABRIC 6" X 6" TRENCH EXTENDS INTO TRENCH C v M APRON AT . DITCH CHECK a _ r . -- - DITCH WOVEN C SILT FENCE DETAIL NO SCALE PIPE SIZE "L" "W" d5o 15 and smaller 8 9.5 6 15 to 21 14 16 6N to 9 21" to 30" 20' 24' 9" to 12" A A 3 JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. lK11 INN; : _. I M10 ft �l�,. �_ • - M .1,._'q - f .. WHICHEVER IS GREATER FABRIC ROCK CHUTE NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A O ////I //// O O/ I/► SEEDING TEMPORARY B D O r// I /// OC 10 SEEDING E MULCHING A = KENTUCKY BLUEGRASS 40% TURF TYPE TALL FESCUE 40X, ANNUAL RYE GRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B = SPRING OATS 3 BUSHEL PER ACRE C =WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 0/1 / O IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. O O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE SOILS MAP NO SCALE /' ' 0' ,k 0" ,////,, '/�• � _-� 1:1. \.10 11 1 . 11 ; I I /' i� / "�V :: Q � " f lj% ii /'�..; i I. K... . I . I a . . . . , , � . � .1 .' SEE SHEET C603 FOR EROSION CONTROL MAINTENANCE GUIDELINES DANDY BAG 0II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag ® II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag ®II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. DANDY BAG ®II STRAPS DANDY BAG ®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 1107 INCH PLAT IS AVAILABLE IF REQUESTED. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF AN OFFICE/WAREHOUSE BUILDING, ENTRANCE DRIVES, STORM SEWERS, AND OTHER SITE - RELATED UTILITIES. A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. A5 LEGAL DESCRIPTION: 39'55'58" N. 86'14 "19" W (NAD83) A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA. A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN A7 HYDROLOGIC UNIT CODE: 05120201120080 A8 THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS DEVELOPMENT. A9 STORM WATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY FLOWS TO PAYNE BRANCH. A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE SHOWN AND LABELED ON THE PLAN. All THE ULTIMATE RECEIVING WATER IS CROOKED CREEK. Al2 STORM WATER MAY POTENTIALLY ENTER GROUNDWATER WITHIN THE DETENTION POND AREA. A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. A14 PRE - CONSTRUCTION PEAK DISCHARGE: 16 CFS (10 -YEAR) POST - CONSTRUCTION PEAK DISCHARGE: 16 CFS (10 -YEAR) DETENTION IS PROVIDED ON -SITE BY VIRTUE OF A POND AT THE SOUTHEAST CORNER. A15 ADJACENT LAND USES: NORTH: INDUSTRIAL SOUTH: INDUSTRIAL EAST: INDUSTRIAL WEST: INDUSTRIAL A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. A17 VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GENERALLY LAWN. THE SITE IF PREDOMINANTLY PAVED CURRENTLY. A18 SOILS INFORMATION: Br - BROOKSTON SILTY LOAM THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. BECAUSE OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION CAN BE FOUND ON THE UTILITY PLAN. A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT. A21 SOIL STOCKPILES ARE SHOWN ON THE PLAN. A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. A23 PROPOSED SPOT ELEVATIONS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTEWATER, TRASH, FOSSIL FUELS, OIL. GREASE AND PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE. REFUEUNG, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. B2 CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN. B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN B9 THE PLAN VIEW. SEE DETAILS SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. B10 THE PROPOSED POND IS ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING SEDIMENTS TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED. IN ADDITION, WETLANDS PLANTINGS WILL BE INSTALLED TO IMPROVE WATER QUALITY. Bll SEE SEEDING SCHEDULE DETAIL. B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 CARMEL FIRE DEPARTMENT (317)571 -2600 CARMEL POLICE DEPARTMENT (317)571 -2545 INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT HAMILTON COUNTY SOIL AND WATER (317)773 -2181 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS SHOWN ON SHEET C301. THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTILE FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL. SANITARY SEWERS. STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317- 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. B14 SEE EROSION CONTROL INSTALLATION DETAIL. B15 NOT APPLICABLE. Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY VISITORS TO THE SITE. C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT. C3 THE OWNER OF THE BUILDING WILL MAINTAIN ALL PAVEMENT AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES. C4 THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL CONSIST OF A SHALLOW WETLANDS AREA WITHIN THE BOTTOM OF THE DETENTION POND. C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE BUILDING OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE SHOULD BE USED FOR STEEP BANK$ OF ANY BERMS OR SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE PONDS RECEIVE SIGNIFICANT SEDIMENT (LESS THAN 4 FEET DEEP), THE SEDIMENT SHOULD BE REMOVED AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST - CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING. CONSTRUCTION SEQUENCE 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY SOIL AND WATER CONSERVATION DISTRICT (317) 773 -2181. 2. INSTALL SILT FENCE AS SHOWN. 3. INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT FACILITIES AS SHOWN. 4. CLEAR AND EXCAVATE DETENTION POND. 5. INSTALL EROSION CONTROL BLANKET ON POND BANKS.. 6. REMOVE EXISTING PAVEMENTS AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED METHODS. 7. INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE GRADE BUILDING PADS AND BEGIN FOUNDATION. A 12" DIAMETER STRAW, COMPOST OR COIR LOG SHALL BE INSTALLED IN A HORSESHOE FASHION IN FRONT OF STRUCTURE #7. EACH END OF THE ROLLS SHALL EXTEND TO HIGHER GROUND. 8. ADD STONE TO BUILDING PAD. 9. INSTALL UNDERGROUND UTILITIES. 10. INSTALL CONCRETE SLABS AND FINE GRADE PAVEMENT AREAS. 11. STONE PAVEMENT AREAS. 12. CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT SEEDING. 13. ADD BINDER COURSE ON PAVEMENT AREAS. 14. INSTALL LANDSCAPING. 15. COMPLETE BUILDING CONSTRUCTION. 16. ADD SURFACE COURSE OF ASPHALT. 17. TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED. DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 CALL TOLL FREE J. . �� ;, N s, t' "l-e, ; S *' s� '5~ Ly/ �k S /4, ps� : ,. '/ ~ '� �/ i /i S, J / h> 'Y 7 4 l _h t /rYi ` / ,.� Y h / , / /. '/ Y 3 i N> ^ f lh' N. / - 44 / � /f /, . $ s / „ 4 --, / y ';?'k % y % / y, y � ' % � / ' N j , / . . , ' / / / � 11 . O M GJ WWM CS I? s 'q. TO %'�y y /iy : ry H �/ � / /'/ , //'', /' ,�// H / / ' " / / /,y �, ^ r�/ /W M 7 -M S �cn Ua ' / ,/ / j� . . //,,j,Y .�', I . 'f/ 11 .:.:. . / / % y / /yjy { /. % .. /. .��/ . j r y .. , , .. ....:�:.:;::::..:..�....:;.�:.;.:.,.,.�.:.:�.".:::."Y:�....:. .. " ' ", - -i�N -� I .".- I/. :, : ,.; . ,.;, . '�. - .'............r� ....... ... �. ... � :.:�::;�:::!::., ' > ,; ; . , y, ,,,,, 6 "' " :�.'� �.'.i'glj��i��--'&�?.. g .. '- '�/""��' , , . �.?�/,� .� �/'� .". . I ::: �!�!��.._. ' ' . ... ... �/ �,, /// . .... 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SOILS MAP NO SCALE /' ' 0' ,k 0" ,////,, '/�• � _-� 1:1. \.10 11 1 . 11 ; I I /' i� / "�V :: Q � " f lj% ii /'�..; i I. K... . I . I a . . . . , , � . � .1 .' SEE SHEET C603 FOR EROSION CONTROL MAINTENANCE GUIDELINES DANDY BAG 0II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag ® II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag ®II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. DANDY BAG ®II STRAPS DANDY BAG ®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 1107 INCH PLAT IS AVAILABLE IF REQUESTED. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF AN OFFICE/WAREHOUSE BUILDING, ENTRANCE DRIVES, STORM SEWERS, AND OTHER SITE - RELATED UTILITIES. A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. A5 LEGAL DESCRIPTION: 39'55'58" N. 86'14 "19" W (NAD83) A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA. A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN A7 HYDROLOGIC UNIT CODE: 05120201120080 A8 THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS DEVELOPMENT. A9 STORM WATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY FLOWS TO PAYNE BRANCH. A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE SHOWN AND LABELED ON THE PLAN. All THE ULTIMATE RECEIVING WATER IS CROOKED CREEK. Al2 STORM WATER MAY POTENTIALLY ENTER GROUNDWATER WITHIN THE DETENTION POND AREA. A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. A14 PRE - CONSTRUCTION PEAK DISCHARGE: 16 CFS (10 -YEAR) POST - CONSTRUCTION PEAK DISCHARGE: 16 CFS (10 -YEAR) DETENTION IS PROVIDED ON -SITE BY VIRTUE OF A POND AT THE SOUTHEAST CORNER. A15 ADJACENT LAND USES: NORTH: INDUSTRIAL SOUTH: INDUSTRIAL EAST: INDUSTRIAL WEST: INDUSTRIAL A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. A17 VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GENERALLY LAWN. THE SITE IF PREDOMINANTLY PAVED CURRENTLY. A18 SOILS INFORMATION: Br - BROOKSTON SILTY LOAM THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. BECAUSE OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION CAN BE FOUND ON THE UTILITY PLAN. A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT. A21 SOIL STOCKPILES ARE SHOWN ON THE PLAN. A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. A23 PROPOSED SPOT ELEVATIONS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTEWATER, TRASH, FOSSIL FUELS, OIL. GREASE AND PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE. REFUEUNG, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. B2 CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN. B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN B9 THE PLAN VIEW. SEE DETAILS SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. B10 THE PROPOSED POND IS ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING SEDIMENTS TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED. IN ADDITION, WETLANDS PLANTINGS WILL BE INSTALLED TO IMPROVE WATER QUALITY. Bll SEE SEEDING SCHEDULE DETAIL. B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 CARMEL FIRE DEPARTMENT (317)571 -2600 CARMEL POLICE DEPARTMENT (317)571 -2545 INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT HAMILTON COUNTY SOIL AND WATER (317)773 -2181 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS SHOWN ON SHEET C301. THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTILE FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL. SANITARY SEWERS. STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317- 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. B14 SEE EROSION CONTROL INSTALLATION DETAIL. B15 NOT APPLICABLE. Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY VISITORS TO THE SITE. C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT. C3 THE OWNER OF THE BUILDING WILL MAINTAIN ALL PAVEMENT AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES. C4 THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL CONSIST OF A SHALLOW WETLANDS AREA WITHIN THE BOTTOM OF THE DETENTION POND. C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE BUILDING OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE SHOULD BE USED FOR STEEP BANK$ OF ANY BERMS OR SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE PONDS RECEIVE SIGNIFICANT SEDIMENT (LESS THAN 4 FEET DEEP), THE SEDIMENT SHOULD BE REMOVED AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST - CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING. CONSTRUCTION SEQUENCE 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY SOIL AND WATER CONSERVATION DISTRICT (317) 773 -2181. 2. INSTALL SILT FENCE AS SHOWN. 3. INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT FACILITIES AS SHOWN. 4. CLEAR AND EXCAVATE DETENTION POND. 5. INSTALL EROSION CONTROL BLANKET ON POND BANKS.. 6. REMOVE EXISTING PAVEMENTS AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED METHODS. 7. INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE GRADE BUILDING PADS AND BEGIN FOUNDATION. A 12" DIAMETER STRAW, COMPOST OR COIR LOG SHALL BE INSTALLED IN A HORSESHOE FASHION IN FRONT OF STRUCTURE #7. EACH END OF THE ROLLS SHALL EXTEND TO HIGHER GROUND. 8. ADD STONE TO BUILDING PAD. 9. INSTALL UNDERGROUND UTILITIES. 10. INSTALL CONCRETE SLABS AND FINE GRADE PAVEMENT AREAS. 11. STONE PAVEMENT AREAS. 12. CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT SEEDING. 13. ADD BINDER COURSE ON PAVEMENT AREAS. 14. INSTALL LANDSCAPING. 15. COMPLETE BUILDING CONSTRUCTION. 16. ADD SURFACE COURSE OF ASPHALT. 17. TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED. DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 CALL TOLL FREE J. . �� ;, N s, t' "l-e, ; S *' s� '5~ Ly/ �k S /4, ps� : ,. '/ ~ '� �/ i /i S, J / h> 'Y 7 4 l _h t /rYi ` /; Y h / , / /. '/ Y 3 i N> ^ f lh' N. / - 44 / � /f /, . $ s '''�/ k ' /% / �' `// by �1 /, '�rRV'v bN" /uf' 1 h S S .1 /.. 4 --, VU; J J m Z� C M ON N CD I '0 � � O M GJ WWM CS I? s 'q. 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I 0303 I 4■ LV+1 12 i$,n -,ury�iii RIM E186.55 INV. 85.00 STRUCTURE #7 WATER VALVE 0 56 LF 15" C13 0 0.507.-1 END SECTION GAS GAS G INV. 884.60 GAS UTILITY MARKER U ....... . ......... ........... ............... .......... -.1 ... 00 : : . awl ' GAS VALVE ELECTRIC UTILITY MARKER PULLBOX . ... ...... .................................... ................................ ... ........ .... ....... ....... ...................................... ........... . ..... .....% ... :.: . .. .. ..... .. .................. ....... .............. ... .. ................... . ........................... .... . ............ .... ..................................... ..- . . ....- .... .. .. . .. .............. .. ............ ... s ........................................... ......... .. ... . ... .. :..:.:._...�.: ....................................... . ................................................. .... .... ................................. ............ .......1......- . .. .. ........... .............. ............................ .......................... ....... . ......-..-..; -...:... ...... ............................................. .......................... . .... ... .. ........ ...... ...................................... .................. ..- .. . ....... ....... ........................... ........ ............ .... ..- . .... - �: ... ... . ... ......................... .................. .... - --- -.-.-.- . ......... TRANSFORMER .. .................. .. ..................... .. . ... 29 ................................................ UE UNDERGROUND ELECTRIC UE .......... .......... ....... .......... ............ ........... ...... .............. . ..... . ..... ............ ... ..................... ........... .......... .......................... ................. ................ ....... ................ . .... ....... ................. ............................................... ..... ............................................... ...................... . . ...... .. . ..... ....... ............ ............. ..... TELEPHONE PEDESTAL . ............. .... ....... ............. ........... . ......... ............. ..... ............. ....... - .. ............. ....... .... ......... UT UNDERGROUND TELEPHONE UT .. ... ...... % .... .... ... GUY WIRE 0 SIGN ... .. ... FUTURE EXPANSION 47,600 SF OFFICE/WAREHOUSE POST INDICATOR VALVE ............ H ........... Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the ......................... ....... .... pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to f -1 U Z co 0 z %.00 U 0 N th rn C,4 M C W C) LU —Q) Z N 4 Z U Ln a) cn M E Z N en M LU th U CL U- E C: 0 LO E C/) ' (0 t > Z 0) C3 0 M ta 0 P, (D cL 2 ca r- cn cn r.: M c) c) Z 0 V) LU w r) 6 Z 0 L-0 Z 0 0 U-) 0 N,., 0 0 W C'4 (f) V) V) U C) 0 0 L Uj C U Q ~ 0 W �a � �- Z Cn :5 5 UJ = a am � z >= FM O ~W � � J (L Lu W 00 L) L.L T" Lf) cct 3: (M) U) SHEET NO. C401 2) ACS -p 2) 1W-5 .-.-!:. \ 2) 9V-5 / / �) A; _F N . X �P, S, <IN 0, - -.�,... S�S Ss ... tx z .% /Z .�... 51�:- � z A . � . .. .. . 0 . . :�> � %. .... .1 \ � .. ..... \ ... . %*..�. \ 1. .. % ...'. I \ \ . . ... \ .'........ - % 3: \ \ 0 . '. . . a. .. ... Q , . .. . . . I I . . , .. . : .. . : . - . , . . . . ., .. o 0 � .. 1, .. " ,� , , : : - . o� I . . , ! % '. '. - 0 . . : . . z . . . . . . I . . . . . . . . . .. *. . . ... . : : I' � : . : .. : : : : :: : : . 2m) SYP -5 I`: : : : : : �. : . . . . - . .. 1. .*. . . :: .1 I .: : : . '. � 25'' VIl3 -b . . - . . . . � .. `1 : : : : : : . : � i : - : : `I .. � I . : : . . .. � ...., : : - . , . .-.-.-.-.-.I'- . : ........ : : .. .., 1, . . l � 2) ACS = ::•`I . I 9) QUO- .. . . : .. : . . .. ; : - . I .. .. . ! . . . .: . .. : . . t . , . . . : . .. . .. . : j : '. . . . . . .. . I . : � .. � . : ... . .. .. g ................_ : : : .. * .. . . . . .. %_....._.;:_...:_� : . : : . 1% .. - �. '. ....:. : : : - --,..-,.-.- . . . . . .:.-:.. % ... �- " .. . 2) 511;- ^]NiROL PQIMT.......... I PLANT SCHEDULE TREES SYMBOL ACE -R QUANTITY 18 BOTANICAL NAME ACER RUBRUM 'AUTUMN BLAZE' COMMON NAME AUTUMN BLAZE MAPLE SIZE 2 1/2w ROOT B/B v Wr._ i AME -C 15 AMELANCHIER CANADENSIS 2) SYP. -5 I 2) AMA -C CLUMP 2) QUA -k 2) I,R-1" 2) AMA -C 2> AMA -C - 8' B/B CLUMP LIR -T 2> ACS -P\ LIRIODENDRON TULIPIFERA 2) AC�-p I> QUA -p 18� QUO -A 2> AMA -C I) l.ip -r.. A U PIC-A QUERCUS RUBRUM 2) PIC-A 2 1/20 B/B 3> pIC-p _... 3) pIGA PLATANUS X ACERIFOLIA 'BLOOD,GOOD' BLOODGOOD LONDON PLANETREE < . - 3) pIC -A I) �Ip -1" SYR -S 22 SYRINGA PEKINENSIS 'SUMMER CHARM' TREE LILAC 2" ......._... ....._ N. 8 39, °5�" ;1N;. ..: L. ,::. 5.$.4.20......_ ........ _. . . .. . ... .......... ' ....... - - - /. ../-, 6' .- ... .......-.1 . ....... %.. . - ..., 7m PIC -P --- _........- .- . .. \77---m � . . ......... ........ _ - �- - - ....... .......... . � .. ;7. - ... ;.-.;: ........ :...: ........... - ..:. '..... . .. ( �J7) ..._----_---_------_.7 ... :7. V N4wsw WOW *M,W,Y L V **44*44W,"y '. I : t L 'A, PUFF P\- \,,P : % .L .. - . .. N*4�y Nlv%�y : : � � : ! : I I : . .: : .... I . :- : : : . . : .- . . - . . . : � .. . . .. .. ;: - �.. .1 .. .. . . . . . : : I .. . 1. 1. : . ': : .. . % e . . 1. : : : ' I) pI:A-13 17 pIC A .. '. _..'.._...'._._... ............................................. ......._-.- _ .......". I— .. I , "'. I) pIA-f� _...... 2) pIC �1 3) pIC -A 13 C�-p ', 2) CpA-p 1. Q � � 2) CAA p LF4� ['NN - ....-Il. .1. ____ L - .� _- I '1 I 0 I ) - .- ""_rw�r -_ - _D./ - - . : :.:. . .. :: : 1: . .1 . I I I. 11 - . - I '. . I I .1 - _1 - I I ) I .11, - __tM � • I ) pI,A � I 6) TAX -b � . . ...... -.. : ........ .A .... : '. < : ... ::. \-\- 5) 5`x-5 - - - - � � � 3) pig -A' .� .. . : i :,_�> :-� : :: : �' l i QUA C� : \.,-- - 47,600 SF OFFICE/WAREHOUSE E FUTURE EXPANSION I 1 °. o ca I..' I I I I I �`` 3) ;ply A ANA C 6> 1"AX-n 5> 1"AX -b 3) TAX -b I L. I> SYP. -; I) SYP. -5 I) SYP. -5 • 13 TAX -D �> ...TAX- f7 ....................... _ . �:.. TAX- I?........ .... ., I) SYP.-� 17..CpA p I I1% _ --,-,j,,,, __ 1,4,w.� _ _ r 1. - . - -....-..----- - _. : . I . .. - ............ . � - . . _... ___1. , ---I- .-I-1 '. **:<1A (9c%ffog"� --A-- 1 0 0 0 DN I 9 0 0 )O 0 0 000 �_ ��� � 1''T : 2): QU� � P,, : �_V) .JL / I . . \ \_ - ..... .. UT : ... - GAS A I 1 -71 1 1 .1:0. a 8 88 . :::: .: : C�i. 0, C�. C� C�i. . • r 0 Iq T_ 885 . : : 12) : : : CPA=p �E uT � � 883 � ' 14) VIC3-n I) AC�-p -il _... .. . :_ S� . 27 VI6- ......... � � 2) QU�.p � �.. I I .. . . \ .. I % . . (if . n�q : . .. .. : 3) SIC -A . .... .. N 90' 0 ' : __ . : : .L. . : 1. 2) AMA -C 2) AM�-C 2) pIC-A 2) pIC -p 9> QUO -A 2> I.Ip -T ,,...... -.... .....3> U� -1' U � p -�' .... ...... ........... ........................................................... � .... _.._.._... ..................................................... �...........-.,....-..........-......-.I ............ ....... I) �I.A 6 ) �I A _... " ' ' : I , .. : : I) �I.A -(3 I) pI.A -C3 2) ACS -p 2.) �pA -p ; , TREES SYMBOL ACE -R QUANTITY 18 BOTANICAL NAME ACER RUBRUM 'AUTUMN BLAZE' COMMON NAME AUTUMN BLAZE MAPLE SIZE 2 1/2w ROOT B/B NOTES SEE PLAN AME -C 15 AMELANCHIER CANADENSIS SERVIEBERRY as B/B CLUMP CRA -P 10 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 8' B/B CLUMP LIR -T 11 LIRIODENDRON TULIPIFERA TULIPTREE 2 1/20 B/B SEE PLAN QUE -R 8 QUERCUS RUBRUM RED OAK 2 1/20 B/B SEE PLAN PLA -B 9 PLATANUS X ACERIFOLIA 'BLOOD,GOOD' BLOODGOOD LONDON PLANETREE 2 1/20 B/B SEE PLAN SYR -S 22 SYRINGA PEKINENSIS 'SUMMER CHARM' TREE LILAC 2" B/B SEE PLAN PIC -A 31 PICEA ABIES NORWAY SPRUCE 6' B/B SEE PLAN PIC -P 15 PICEA PUNGENS BLUE SPRUCE 6' B/B SEE PLAN L V L 'A' I UF F P\ YApn SHRUBS SYMBOL EUO -A QUANTITY 45 BOTANICAL NAME EUONYMUS ALATA COMPACTA BURNING BUSH SIZE 24" ROOT CONT. NOTEa PLANT 48" O.C. TAX -M 46 TAXUS MEDIA 'WARDII' WARDI YEW 24" B/B PLANT 36" O.C. VIB -D 93 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 42" O.C. ORINAMENTAL GRASSES, GRAMINOIDS, AND FORBS SYMBOL QUANTITY BOTANICAL NAME PON -E 95 CARER LACUSTRIS COMMON NAME LAKE SEDGE SIZE, ROOT PLUG NOTES PLANT 2' O.C. 60 ELEOCHARIS ERYTHROPODA CREEPING SPIKERUSH PLUG PLANT 2' O.C. 120 IRIS VERSICOLOR WILD IRIS PLUG PLANT 2' O.C. 60 LOBELIA SIPHILITICA GREAT BLUE LOBELIA PLUG PLANT 2' O.C. 60 SAGITARIA LA11FOLIA COMMON ARROWHEAD PLUG PLANT 2' O.C. GENERAL NOTE Quantity lists are supplied as a convenience. The Contractor shall verify all quantities. DD NORTH 0 30 60 90 � ___ GRAPHIC SCALE IN FEET 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 3" 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 FOR Y AMERICAN E TH B ASSOCIA N TIO OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS R ALS TO BE STORED T RED 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 29 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 A PERIOD UNTIL FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR. ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD UNTIL FINAL INSPECTION BY THE LANDS ";APE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATIONG, MULCHING, 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. CONTRA%'.`#TOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE ARCHITECT. 16. ALL LANN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 6" MINIMUM APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS. 17. BACKFILL FOR TREE PLANTING SHALL BE 759 APPROVED TOPSOIL AND 259 APPROVED PLANTERS MIX. TOP LAYER OF BACKFILL SHALL BE 1009 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. �� # h -.�/ 1 /- _ ti ' / �,�.iii�•r sue; i ��� iii !•S 1. ,� . �i J �'" t: r J . 4 S` cr a J.r. lJ�:• y/, /Yi Jrf� X- J- ,FNZ. , - S- - Y ♦ S J f �. r ,ter _ /J�� f �• v 1/ S f c .. yh. rn ter„ r , ,.. N , , /I " ♦ /. „r r . . - i /I .,, / �Y mot/ r� /. i- r�,r... J A. 3 . f ,,, 1. . Zvi u� v . j t"' -o,, . J/, -Si! , `' _ ..tom /�J.?., u ^ ; tr, 1+ / /. J /, /. s, c ! {r•J �/ t i� � fIl.. , 3 r' ,c A �. s .Jts.ihy�r. "c V) VU J J m Z a) V E E 00 _ JZ U o o N ao ° o M N Ww'a ���c �o Z �?^,•C z � `n 5 -M N c+" �/� Z apt v %.- '.' V J W , cn U CL ei 0) E O 0 0 m � N N (n ui � 0 X > . .6-0 Z .- 0 rn Cm u - M 'd' •C a,otiN_ � � c � � 2 O to M M CD :v I-..- ti T_ o C co M 1111111 - Z 0 V) w ce w E__ Q 0 O Z O re) u7 Z 0 0 � E-- Lb N V) V) V7 U p 0 0 0 LU w 0 Q w cl� � a ,A 64 n %:;O < LU 0 4� < (z) rte' co < 3: ® M F a a. (7) m 0) 0 mj < 0 �= LU 0 00:4 U) M no w wo 0� C) it C:� 00 im - L0 IFJ < Nt - () on Vj 1P SHEET N0. _� i C 5u'� CLAY TOWNSHIP REGIONAL WASTE DISTRICT � Y,S y s / jam. 1H'; , � ? ;�'�~"•`''�. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of V) VU; J ZJm .v notice .I? en C _J w `ti n' r, (L) M T C WZ N .� Ln U,7, un W - cnUCL. providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property 0 0 4 c m � N line. Only one building may connect to the sewer main per lateral unless otherwise approved by the NUT W/ o ti IRT ANO SE TRAOTM $HALL CUT A SECTIW FROM UAJH LKE SEVER. 7W ENOS E� OF LATERAL, District. LOCKING WELDED CAP T_ V_ V_ CD CY) 01 M . .• TO BE iA� T1�D i�41R. PUNGS S"��.�. PE V=, A'� ' • TW UAiN W9 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and WASHER Z PROPERTY OR EACH VC OF THE CONtECTM TO UNE. TIC LENGTH OF 1013w. connected to the District's sanitary sewer. X EASEMENT UNE 45 * MH SHAW 191i• IN 1/2 IN W OF THAT OF' WrE-S MAY BE 1DWRLE O OR BELL •- STRAIGH ' ENMI1. '--� 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. = OUND HEAD OLTS STOP .__. ' �^ V -0 The property owner shall bear the cost of all testing. The District inspector must be onsite for the LATERAL duration of the air test. WjU N SEVAM LANE 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the X District can make an inspection to determine compliance with the District's sewer use ordinance. Such 3. O.D. PIPE ` O COi� notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a WITH A SIMILAR COLOR FINISH second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel Q 0 inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up I Wym inspection. OR .. A O - T•• 5. Property owners are hereby advised that the County Board of Health regulates the operation and FAIR SLOPE TO DRAIN FINISH 1/4" SLOPE PER FOOT ,A EF�� maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, Z EASEMENT upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material = in a safe and sanitary manner." Please contact the appropriate County Board of Health for further O M �r information. • U o !9 • w Q w C2 �z U 6. Acceptable Pipe Materials: `° CLASS "A• CONCRETE PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE 12- ' S CAP SHALL M0 MORE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 a � 1H 112 IMF# F- GASKETS ASTM F -477 Wa W FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. STOP SIGN DETAIL 04 w CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE NO SCALE o IiIIIIIIII-wz 0 FOUNDATION AND NO MORE THAN 300 FEET APART. O� � J � A. 7. Bedding: V IL W "LINO Use fill sand or Number 8, 9 or 11 stone REP lP� 140S Q Fill material is to be placed from 6 inches below to 6 inches above the Uj 00 V LL pipe • The trench should be a minimum of 18 inches wide 0 . Cl) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is SHEET N0. C601 used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be } reviewed and accepted by the District and the District's engineer prior to installation. ,> t. OE WNO FOR LATERALS 54ALL. ElE T E AS r UAJN LANE SEA. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron 2. NORMAL GRACE L A SHE PE I/42r PER F00T+ gasketed mechanical coupling shall be used. 10. Laterals terminate 3 feet the METAL CAP REQUIRED 1 JL UUM ADE IPQR L ATM + K Ilse FC*t• shall within of building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. ' FITIINCS 11. Additional information on District standards and specifications may be obtained from the District's 6" STD. STEEL �P�1 AT PROPERTY LINE TO �O�. 5 FEET BROW T ED office during business hours of 8:00a.m. to 5:00p.m. Monday through Friday: All District standards can be located on our web site at http: / /www.ctrwd.org /. PIPE PAINTED a n. ' GRADE �T MXN .LRiE GLADE. FIXES SF1AMO DEPTH Clay Township Regional Waste District w o � BA I TS =TRITE A A OEPTH, 10701 North College Suite A. I ' M L- AT �'�'1' STN A METAL �T. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 „ vii SLOPE CONC. 1 ABOVE & _ FINISH W/ STEEL TROWEL o . 12. Septic effluent shall not be pumped out into the sanitary sewer system. PAVEMENT 1» 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection =, E/ . x5IMI)ARD ZE EIDINQ INSIALLAII-OU INIQ DE11AIL M.EXI-51ING BEERM ' 14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire is to be 'II =III =III NOS T j placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 111 1III11 '. Ali =1 _ 15.Call before you dig: IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. a< i I IIII ;� • III � 1 -11 . : • " 111- i' . , • co 111111 III - I -Ili - 1111�1�� 2' -0" DIAMETER WHITE ,o» BLUE GRADE AS PER GUARD POST DETAIL 11/8- ALUMINUM PANEL PLANS NO SCALE SCREEN PRINT SYMBOL COBYRLANDLARCF . = TOOLED CONTROL JOINT 1/4" WIRE FABRIC WELDED WIDE, MIN. 1 D: =PTH #3 BARS, 4 O.C. 1 1/2" H.A.C. SURFACE „ 2 H.A.C. BINDER APPLIED ANTI- SPALLIN BROOM FINISH COMPOUND MACHINE EXTRUDED CONCRETE CURL'. PROVIDE I I -= I I -III- DISABLED SYMBOL ° e •. .. 6» CONTROL JOINTS ® 10' -0" ON CENTER. CURBS TO BE BONDED TO PAVEMENT WITH EPDXY MAXIMUM 2" COMPACTED AGGREGATE #53 - ' I ' _III =I I ( -III -1 I =I I " COMPACTED AGGREGATE #2 , ° 6 RESIN PER MANUFACTURERS RECOMMENDATIONS. " NOTE: ' CURE AND SEAL TO ATTAIN MAXIMUM MOISTURE COMPACTED SUBGRADE ONE SAN MUST HAVE VAN ACCESSIBLE" WC2r: RETENTION. 2" SQ. ALUMINUM POST 4" GRANULAR BACKFILL - I- III - III - III - III - III -III- 11- III APPLY EPDXY 1 :. SUNDER CONCRETE CURB LIGHT DUTY FINISH AS PER SPECIFICATIONS " ABOVE SLOPE CONC. 8 8110 -III ; ,III =III • ; I I I- SUBGRADE a -� ASPHALT PAVEMENT SECTION FlNISH W/ STEEL TROWEL DRAICOMPACTED ED FINISH GRADE NOTES: ASPHALT SURFACE COURSE NO SCALE ll -ll1 -III I I I� 1.) CONTROL JOINTS 5' -0" O.C. MAX (SEE PLANS FOR ANY VARIATIONS) " ASPHALT BINDER COURSE III -I I _ I IIIIIII I I- ((- -III I RUSHED STONE BASE GRADE AS PER PLANS 111111 Ell = 2.) EXPANSION JOINTS 20'-0- O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) -I _ 1 . I COMPACTED SUBGRADE 1/2• H.A.C. SURFACE EARTH 3" H.A.C. BINDER �' a "I�= CONCRETE FOOTING ll - 1 4 THICK CONCRETE WALK DETAIL EXTRUDED CONCRETE CURB DETAIL 40 CONC. SLAB WITH 6x6 - 8 8 WELDED _ *COMPACTED AGGREGATE #53 -1 i _,IiIT NO SCALE • 60 CONC. SLAB NTH 1 4 PER 1 -0 SLOPE WIRE FABRIC » N BOTH SLABS �3 BARS, 12 O.C. I y I 6 COMPACTED AGGREGATE #2 S 111- NO SCALE 0TH WAYS I COMPACTED SUBGRADE �� NOTE: PAVEMENT SECTION BASED DISABLED PARKING SIGN co ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST NO SCALE COMPACTED GRANULAR AGGREGATE BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. TYPICAL TRASH PAD SECTION TYPICAL ASPHALT PAVEMENT SECTION NO SCALE /4" 1 /2 "R VARIES TOOLED CONTRACTION JOINT COMPOUNDNTI- SPALLING 1/4 WIDE, MIN. 1 1/2 DEPTH �� �p APPLIED JOINT SEALER TOOL BOTH SIDES OF 1 2" PREFORMED EXPANSION MATERIAL >> ' •v TOPSOIL `� FT /-I "RADIUS TOOLED 1 8 ROUND EDGE -- - -- •� W . d �•° • Q R ° ��• I I III ... • _ ° ° ' - - - - 3" , Q • • .a - • . •+ °• •' •.. ' .: • • TOOLED CONTROL JOINT - -III . °e `' 1/4% 1 1/4- DEEP . • : I I I =I I I d I III = =11 • :a 4 • • o EXPANSION JOINT TO CONCRETE SLAB 6x6 - W2.9 x W2.9 WELDED APPLIED ANTI -SPAWN WIRE FABRIC • a; ; (� I =III- I PAVEMENT - - BOTTOM OF PAVEMENT COMPOUND -, •. _ , `• a ^ BROOM FINISH ° I I N a - • .. : • _. I N I N G =III =III- =III BACKFILL - U D -111 =III =111 =I I I= 111= 111 =111= � • ' 6x6 - 10/10 GRANULAR ~ I �- I I _ I II 1 11111 111 WELDED _ _ 40' EXPANSION JOINT DETAIL .:. • co RESF. PLACED AT _ .. a -1 i IL_, I II I II I II BACKFILL • WIRE FABRIC 4» " ( .) NO SCALE : ., . �; ' ° 1/3 OF CONC. THICKNESS '• ° , 4, a.' COMPACTED SUBGRADE 6" • • f '`� - - -- - _• 4 REBAR CONT. AT--, TOP & BOTTOM 4 1 /8 -1 1 /4 DEEP SAWED GRANULAR BACKFILL - III =I I= III = III = III =I I -I NOTE - III - III = 111= 111 =1I I- =III =III 6" 1.) CONTRACTION JOINTS TO BE II1 =1II A MINIMUM OF 1 1/2- DEEP 1 =111 =1 III =III °• NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER d/4 » OMPACTED dt WELL 1.) CONTROL JOINTS 5 -0 O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE » 2.) EXPANSION JOINTS 20 -0 O.C. MAX. 2.) SEE CONCRETE WALK SECTION FOR -I I -I -- LOCATION OF JOINTS. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. (COLOR NO. 105090 IN FEDERAL STANDARDS 595x) DOUBLE a' . ; .. ; . • ' (SEE PLANS FOR ANY VARIATIONS) NOTES: » 1111111JTil�l" 3 ° w °' 1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20 MAX. TO 3.) FULL DEPTH SEPARATORS ARE NOT �I -' COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY - . . ° �° A DEPTH OF 1 1/2 ". PERMITTED EXCEPT AT EXP. JOINTS. 6" CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. • � ° .° • ° ° , a � °° • 6w THICK CONCRETE PAVEMENT DETAIL 2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXPANSION JOINTS. CONCRETE SLAB NO SCALE 3.) EXPANSION JOINTS TO BE PLACED ® 100' MINIMUM. DISABLED PAVEMENT SYMBOL INTEGRAL WALK AND CURB CONTROL JOINT A 6 STRAIGHT CURB NO SCALE NO SCALE NO SCALE NO SCALE � Y,S y s / jam. 1H'; , � ? ;�'�~"•`''�. V) VU; J ZJm .v U 0 'Co) U th M N N .I? en C _J w `ti n' r, (L) M T C WZ N .� Ln U,7, un W - cnUCL. 0 0 4 c m � N C/) � z o,to 0 0) i o o _ r OL o 3 o ti IRT o c�0 M M o r, 0 T_ V_ V_ CD CY) 01 M Z O V) w w Q O Z u7 0 O M �r tL0 N U) (V) (V) U o .- (D 0 0 L w Q w C2 �z U Cn J a � W W F- V Wa W �. Z D 04 w =o o IiIIIIIIII-wz 0 O� � J � 0 I- W V IL W Q Uj 00 V LL TM L0 0 Cl) SHEET N0. C601 STANDARD HEX. HEAD WALL WT. SEC. BRASS PLUG. TOP OF CASTING ELEV. AS 5' - 0" MAX. NISH FLOOR SHOWN IN PLANS. - NOTE: GROUND LINE :; ".: _° ' ; :;y .; .. *: ":.;' =• r , . .d - ,�� _ _ ��_ ll -,1 -,I •. •III - 11111= 111i��lll�� 1 I I�III� �IIIT � 1= III= 111�,1i" III_IIIT III =1I1- 24 ''µ'?<:- = OUTSIDE 5' OF EDGE OF PAVEMENT 12" X 12" X 4" 10 1/16 A = 1.25Bc CONC. COLLAR 15 d..+ GRANULAR MATERIAL 45' ELBOW 27 % 6" PIPE 30 12 1/2 r- SANITARY BUILDING DRAIN WYE \- INVERT ELEV. AS SHOWN IN PLANS CLEAN- OUT NO SCALE ' SEE PLANS FOR CASTING TYPE to w a > „ s : 6" #8 STONE BEDDING -J NOTE: 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE "Jo NO SCALE 10' M WATER MAIN SANITARY OR STORM SEWER WATER MAIN WATER MAIN NOTE; WHEN LATERAL SEPARATION RATED PIPE IS 10 OR GREATER NO VERTICAL SANITARY OR CLEARANCE IS NEEDED. STORM SEWER 10' MIN. 10' MIN. SANITARY OR WATER MAIN STORM SEWER LESS THAN 18" OR IN CASES 2 ,,-WERE WATER IS BELOW 0. D. + 1' -0" MIN. (TYP.) - WATER MAIN RATED PIPE - FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR WATER MAIN WATER z "FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS & STORM SEWERS NO SCALE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" & LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS MIN. 6" TOPSOIL TO FENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 'B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY LEGEND Bc = OUTSIDE DIAMETER NOTE- D = INSIDE DIAMETER ALL BEDDING AND INITIAL 13ACKFILL SHALL,, BE (INSTALLED IN 6 d = DEPTH OF BEDDING TO 12 BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE (PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 51 FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN. 6" TOPSOIL TO ENSURE GRASS GROWTH -III -I 111 - 111 -111- I 1 1-111 - I�I, MIN. 1.25 Bc + 12-' Ill =1' i- III -I I � •. -: I -I EDGE 1(- OF PAVEMENT. CURB, '1= III III- REGULAR GUTTER OR SIMILAR STRUCTURE BACKFILL 12" (MIN.) I8 CRUSHED STONE OR PPROVED EQUIV. CLASS BEDDING MATERIAL HAND 11111 II -I TAMPED AND WALKED INTO _I T1= 111= PLACE 11 =III 1 -1 III Bc =Ill= - � ��ii�i���iii.�,i�IINI� LEGEND Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL 13ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE 9" 3 Y 12" C TO C a ? MAX. SPACING p W JJ J a PLAN VIEW 3 SECTION Y —Y GROOVED END ON OUTLET END 3•• TONGUE END ON INLET END 4; a C B= D -C 3 a A o � 9 a o A GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION 1 1/2-R "744 ot ppSECTION END CULVERT COMPUTED LENGTH OF CULVERT _ I PAY LENGTH OF CULVERT END SECTION LENGTH (D) 12 "C. TO C. MAX. SPACING 3/4 "x12" HOOK BOLTS GALV. HOOK y :. • 'GLASS' E + 2T r� SECTION A —A DIA. WALL WT. SEC. WITHIN 5' OF EDGE OF PAVEMENT B C *B* BORROW 0 U/ B RR R EQUIV. IV. GRANULAR - NOTE: MATERIAL COMPACTED TO 90% STANDAR PROCTOR DENSITY. ALL OTHER :; ".: _° ' ; :;y .; .. *: ":.;' =• REGULAR BACKFILL WITHIN 5' OF EDGE OF PAVEMENT CONDITIONS REGULAR BACKFILL ALLOWABLE. ,: , _ :.• :_ A = 1.25Bc + 12 24 ''µ'?<:- = OUTSIDE 5' OF EDGE OF PAVEMENT 24 10 1/16 A = 1.25Bc "B" BORROW OR EQUIV. 15 2 1/4 GRANULAR MATERIAL & 1/2 Bc 27 % COMPACTED TO 90% 30 12 1/2 11 3 1/2 STANDARD PROCTOR 'ec ,� 4" DENSITY �✓ 27 TURNS UP TO 45' 73 DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" & LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS MIN. 6" TOPSOIL TO FENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 'B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY LEGEND Bc = OUTSIDE DIAMETER NOTE- D = INSIDE DIAMETER ALL BEDDING AND INITIAL 13ACKFILL SHALL,, BE (INSTALLED IN 6 d = DEPTH OF BEDDING TO 12 BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE (PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 51 FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN. 6" TOPSOIL TO ENSURE GRASS GROWTH -III -I 111 - 111 -111- I 1 1-111 - I�I, MIN. 1.25 Bc + 12-' Ill =1' i- III -I I � •. -: I -I EDGE 1(- OF PAVEMENT. CURB, '1= III III- REGULAR GUTTER OR SIMILAR STRUCTURE BACKFILL 12" (MIN.) I8 CRUSHED STONE OR PPROVED EQUIV. CLASS BEDDING MATERIAL HAND 11111 II -I TAMPED AND WALKED INTO _I T1= 111= PLACE 11 =III 1 -1 III Bc =Ill= - � ��ii�i���iii.�,i�IINI� LEGEND Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL 13ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE 9" 3 Y 12" C TO C a ? MAX. SPACING p W JJ J a PLAN VIEW 3 SECTION Y —Y GROOVED END ON OUTLET END 3•• TONGUE END ON INLET END 4; a C B= D -C 3 a A o � 9 a o A GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION 1 1/2-R "744 ot ppSECTION END CULVERT COMPUTED LENGTH OF CULVERT _ I PAY LENGTH OF CULVERT END SECTION LENGTH (D) 12 "C. TO C. MAX. SPACING 3/4 "x12" HOOK BOLTS GALV. HOOK y :. • 'GLASS' E + 2T r� SECTION A —A DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 48 7/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 TURNS UP TO 45' 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 8 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1 2 0 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 5 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 9 3/4 73 3F4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 9 1/4 97 3/4 66 23 3/4 17 1/2 5 142 36 4 4100 15 63 4 3/4 97 3/4 72 24 1/18 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16350 24 7g 1 99 120 44 13 16 24 9 *TOLERANCE 1f NOTES: CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS ii (AS SET OUT IN STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE. A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE. CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL. AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE o a 3' ocR coHr. (rm.) TRENCH DRAIN DETAIL NO SCALE SEE PLANS FOR - TYPE OF CASTING ASPHALTIC MASTIC OR BUM RUBBER SEAL BETWEEN JOINTS 24" DIA. FULL HEIGHT MANHOLE STEP REQUIRED MIN. 4" DIA. SUBSURFACE 16 "o.c. TILE "T" STUB WHERE REQ'D. (TYP•) • a 2" DIfi 7 - 77..'.:: 3 MIN. MANF{,OLE BASE SET ON 6 OF #53 STONE GROUT 8" CLASS "A" CONCRETE PRECAST CONCRETE ADJUSTER RING IF NEEDED, (4 MAX.) ECCENTRIC CONE OR `4" REDUCER CAP AS REQ'D. BY SITE CONDITIONS V -0" MIN. OVER .7 4HIGHEST PIPE .. ,o- REDUCER CAP 4. ot » L4 (MIN.) » 5 CONC. PRECAST OR POURED IN PLACE PERMISSIBLE. " PREFORMED HOLE TO MAX. OF PIPE 12" + 6" WITH NON- SHRINK CEMENT GROUT 3" MIN. BASE 8" PER SECTION (MIN.) NCH WALLS AT MIN. 1 2 PER FOOT SLOPE REINFORCED BAR #4 ® 12" 0�. STEEL MESH AREA = 0.12 in. Ft. OR APPROVED EQUAL MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" CREATE 4" SAUCER 960 48" GREATER THAN 45' TO 90' 960 54R-66" UP TO 60* 84" 42" GREATER THAN 45' TO 90' 84 48 TURNS UP TO 45' 72" 42 " -48" UP TO 45' 72" 33 " -36" GREATER THAN 45' TO 90' 60" 33 " -36" STRAIGHT THRU 60" 24" -33" GREATER THAN 45' TO 90' 60" 24" GREATER THAN 45' TO 90' 60" 27" -30" GREATER THAN 45' TO 90' 60" 27' -30" TURNS UP TO 45' 60" 33" -36" TURNS UP TO 45' 48" 12 " -21" GREATER THAN 45' TO 90' 48" 12 " -21" ITURNS UP TO 45' 48" 24" 1 TURNS UP TO 45' NOTES: MANHOLE CONFORMS TO ASTM C -478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE 0 -RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS STEPS REQUIRED FOR STORM SEWER OVER 4 DEEP. MANHOLE TYPE °B" NO SCALE REMOVE BINDING TRUNK AFTER PL AND STAKING THE ACK RUBBER HOSE TRUNK ST BRANCH GALV. GUY WIRE REDDED HARDWOOD MULCH TEE FENCE POST 24" NOTES: MENDED PLANTING SOIL 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHN ONE YEAR TREE PLANTING DETAIL NO SCALE REMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE /3 OF BURLAP 2 "x2 "x8" HARDWOOD STAKES SOIL MIX: 3 PARTS vU 2! J TOPSOIL & 1 PART J m Z,L E 2 PER TREE WITH #12 GALV. & B OR CONTAINER SUBGRADE GROWN ROOT BALL TWICE WIRE & 1/2' HOSE LOOP Z -4 Zu n BOUND PLANTS 2 0 Un a� W cnUCL 3" SHREDDED _ 1 REMOVE BINDING AROUND TRUNK AFTER PLANTING HARDWOOD MULCH 'I r+ AND STAKING CREATE 4" SAU SHRUB PLANTING DETAIL NISH GRADE REMOVE UPPER = "' SOIL MIX: 3 PARTS TOPSOIL & 1 PART 1/3 OF BURLAP Z PEAT. SUBGRADE NOTm. 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PUNT FLARE ROOT AT GRADE LEVEL I STAKES AND WIRES MUST BE REMOVED WTHIN ONE YEAR. EVERGREEN PLANTING DETAIL NO SCALE REMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE /3 OF BURLAP SOIL MIX: 3 PARTS vU 2! J TOPSOIL & 1 PART J m Z,L E PEAT. & B OR CONTAINER SUBGRADE GROWN ROOT BALL TWICE - SCARIFY POT Z -4 Zu n BOUND PLANTS 2 0 Un a� W cnUCL NOTES: 1. HARDWOOD STAKES SHALL BE DRNEIN A MIN. OF 30' INN THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL I STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. SHRUB PLANTING DETAIL O (00 M M r r r NO SCALE E!. �. y � •fiofv y h�� - f, 5 s k5 c �,. r a vU 2! J J m Z,L E _U Jz d ° g N N ti M 0 L O M M W � r W � Z -4 Zu n 2 0 Un a� W cnUCL c: to m� 0 • N c: c � N E z o o O vi O o N ti 3 o ti O (00 M M r r r Z 0 Ln w w Q O Z O oM U o c� c� W, w Q w M2 U 0 0 Fm J s W O W F- 0a W Z a W =0 z O J f-- W O V d. W W co V I-- � cl) Lf) O I U U t/) i SHEET NO. C602 4' --0 Slope 12:1 *-4 ' 8\I '`.0 ' I WI preformed joint filler. SECTION A -A NOTES 16 Sso Standard Drawing E 604 -S'I CR-02 for groove details. See Standard.DrarAng E 1- WCR -02 for details of the dot able naming surface. 5) See Standard Drawing E 6C+ VVCR -0 for alternate curb 00n3truction. g. SIe Standard_ Drawing E, 604- SCR -02 for typica I ramp comt ruolkion detail. 10. See Standard Drawing E'g - SVWCR -01 and -02 for Location Plan and C3ereral Notes respecdVely. EROSION ()'ONTROL SCHEDULE I -ED-- '/a" prefo d --,,• INSTALLATION SEQUENCE joint filer INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; 6" STONE ENTRANCE Sidalk I 1.5 TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND B Ubl ty strip , ' �1 ► r,, , Lvdlity strip 1 sad 5.0 2.5 sod 10" SILT FENCE 12•� 4• in r r. ejn n nri . 3 0QVa,ei CCJ �L,,U_4 ,i y�r 44ri r �CGr uJ 12 -. S� uAl,r r::l)yi,i C, . 4.0 HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID 'All preformlad -4 1 r ', •' �• j j ' preformed �i joint filler , � faint -511ar I EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING 4 J." WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING > X•JF'sA 4.a �� - _ _'' r T ' - _� fix�y r - >a• • �.ri 4;6c4i�ti _i� INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT 16" 25.0 FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET 19.0 SECTION B -B 4' --0 Slope 12:1 *-4 ' 8\I '`.0 ' I WI preformed joint filler. SECTION A -A NOTES 16 Sso Standard Drawing E 604 -S'I CR-02 for groove details. See Standard.DrarAng E 1- WCR -02 for details of the dot able naming surface. 5) See Standard Drawing E 6C+ VVCR -0 for alternate curb 00n3truction. g. SIe Standard_ Drawing E, 604- SCR -02 for typica I ramp comt ruolkion detail. 10. See Standard Drawing E'g - SVWCR -01 and -02 for Location Plan and C3ereral Notes respecdVely. EROSION ()'ONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE -9w-, INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; 6" STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING 1.5 TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND 8" 6.5 SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY 5.0 2.5 INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION 10" SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING 4.0 HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID 12" 14.0 UNDERMINING DURING CLEANOUT 11.0 EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING 7.5 INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT 16" 25.0 FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET 19.0 TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING 31.5 WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE 24.0 12.5 TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS 20" 38.0 INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN 29.5 TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING 55.5 AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP 42.5 22.0 INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF 30" 86.5 VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER 66.0 TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING 124.0 WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY 95.0 48.0 OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED 42" 168.0 INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE 128.5 65.5 STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR w SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED Q INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR 0 DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED J J IL U a M J a it a C9 Z 0 W M )NCRETE COLLAR FINISH GRADE - TOP BARREL _OWER BARREL CREOSOTED 2 "x6 "x1' -6" WOOD BLOCKING -� POLYETHYLENE - WRAP 3,000 PSI CONC. 1 +. ................... THRUST BLOCK SIDE VIEW FRONT VIEW GATE VALVE BOX SETTING NO SCALE po-� EXISTING WATER I I MAIN I I V I I I I I TAPPING SL.E I I TO BLDG. SITE WATER MAIN CONNECTION DETAIL NO SCALE 3' OR WIDTH PER PLAN 3 3 aft'. 11 1 TOPSOIL BACKFILL .�� #8 WASHED GRAVEL z REPLACE TOP 6" (INDOT STD. SPEC.) WITH TOPSOIL OR APPROVED EQUAL ' � z o0 PERFORATED SUBSURFACE TILE 4" SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE SWALE UNDERDRAIN DETAIL NO SCALE GRANULAR BACKFILL REQ'D AROUND BASE & BARREL CONC. BLOCK DRAIN CON C. PAD HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTILITY SPECIFICATIONS "L" (MIN. ) OR AS REQUIRED BY WATER UTILITY CONC. COLLAR C -1 VALVE BOX I GATE VALVE I MAIN "6" HYD. BRANCH NOTE: FIRE HYDRANT SHALL BE SET A MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS MAIN LINE DIMENSION "L" (MINIMUM) 6N 350 -9w-, 36 6" 4.0 16 42 FIRE HYDRANT ASSEMBLY NO SCALE rnour'n BLOCKING AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING TEE 8 90' 45• 22 162' 11 1 4' SIZE PLUG BEND BEND BEN BE D CON BLOT 4" 2.0 2.5 1.5 1.0 1.0 6" 4.0 5.5 3.0 1.5 1.0 8" 6.5 9.0 5.0 2.5 1.5 10" 10.0 14.0 7.5 4.0 2.0 12" 14.0 20.0 11.0 5.5 3.0 14" 19.0 27.0 14.0 7.5 4.0 16" 25.0 35.0 19.0 10.0 5.0 18" 31.5 44.5 24.0 12.5 6.5 20" 38.0 54.5 29.5 15.0 7.5 24" 55.5 78.5 42.5 22.0 11.0 30" 86.5 122.0 66.0 34.0 17.0 36" 124.0 175.5 95.0 48.0 24.5 42" 168.0 237.0 128.5 65.5 33.0 TYPICAL THRUST BLOCKING DETAILS NO SCALE ASPHALT PAVEMENT 1.5' 1 5' 1.5' ELEV. 891.00 EMERGENCY SPILLWAY DETAIL N t S� •/.' � y y y�i yy E y: ii •�h �s VU; J zJm y c E -U E 0 6 W 0 M 0 N th O A A W ? � C -4 C z Ln �2 E -- C%)w �Lnu C) C: LO E C: 04 0 W N 3: -�; z co 0 0 or) y � C O0) C U) otiti 3 O r- cv M o r-- I': WM - c c) c) z 0 w w Q 0 0 z O M tf F- L0 N cn � v) U o 0 0 0 L w . WQ w I2 �Ie CL 0 0 0 0- CD Q F= f O LJJ W F- W W Q W =O O a' J F- O 1�-w v U) W � a W 0o V F- TM CO O 0 L) U) SHEET N0. C603