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HomeMy WebLinkAbout12100018.013 0 J 0 0 N N N C 0 V N v E 0 0 v o l..l / o n N O C-4 N p 3 � �,,_, N� E ° a O U V 0 CD / 0 Z �° O W oCD a° ° Z 0 (1) U 01 0_1 \x. l� ii II __ �1 \" J C X / W LANDSCAPE PLAN NOTES: O1 SEED PER PERMANENT REQUIREMENTS, SEE SHEEP C204 FOR SPECIFICATIONS. 2O LANDSCAPE BED EDGE (NP) a O MULCH 0 I LOT 1 CARMEL DRIVE SHOPPES P. C. 4, SLIDE 492 CARMEL POINTE LLC INST. #2011060887 GENERAL MULCH NOTE MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL UNLESS SPECIFIED OTHERWISE. 10 1 9 1 8 PRE- EMERGANCE HERBICIDE 7 4 GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM - SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR - PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. - 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF _ PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED C ED AN D TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 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 DESIGNER. _ 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. _ NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. -- 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS _ SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL - GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR = HAZARDOUS INSECTS. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. 3" LAYER OF MULCH 3" LAYER OF MULCH /SURFACE FINISH (SEE PLAN) WEED FABRIC (WHEN NOTED ON PLANS) PREPARED v, PLANTING BED a REMOVE 0 0 a a 0 NON- BIODEGRADABLE I - -- ROOT CONTAINERS ��(�7�(�� SUBGRADE SEE PLANT SCHEDULE � PLAN FOR SPACING SECTION P w� PLANTING SOIL SHALL BE EQUAL PARTS SPHAGNUM PEAT MOSS, COMPOSTED MANURE, AND EXISTING SOIL TAMPED FIRMLY - GROUNDCOVER PLANTING (NO SCALE) 6 3 PLANT SCHEDULE (PERIMETER AND PARKING LOT ONLY) RLW 10 REQUIRED: PROVIDED: LANDSCAPE RECOMMENDATIONS 13 TREES 13 TREES SECTION 26.04.06 (BUFFERYARD PLANTING) 17 ORNAMENTAL 17 ORNAMENTAL NORTH SIDE, TYPE A REQUIRED - 10' REAR, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 88 SHRUBS 88 SHRUBS rJ o NONE - EXITING NONE - EXISTING WEST SIDE, NONE REQUIRED - EXISTING MOUND MOUND MOUND SOUTH SIDE, TYPE A REQUIRED - 5' SIDE, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 5 TREES 5 TREES O 4 ORNAMENTAL 4 ORNAMENTAL GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' 16 SHRUBS 18 SHRUBS 10 1 9 1 8 PRE- EMERGANCE HERBICIDE 7 4 GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM - SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR - PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. - 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF _ PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED C ED AN D TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 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 DESIGNER. _ 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. _ NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. -- 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS _ SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL - GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR = HAZARDOUS INSECTS. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. 3" LAYER OF MULCH 3" LAYER OF MULCH /SURFACE FINISH (SEE PLAN) WEED FABRIC (WHEN NOTED ON PLANS) PREPARED v, PLANTING BED a REMOVE 0 0 a a 0 NON- BIODEGRADABLE I - -- ROOT CONTAINERS ��(�7�(�� SUBGRADE SEE PLANT SCHEDULE � PLAN FOR SPACING SECTION P w� PLANTING SOIL SHALL BE EQUAL PARTS SPHAGNUM PEAT MOSS, COMPOSTED MANURE, AND EXISTING SOIL TAMPED FIRMLY - GROUNDCOVER PLANTING (NO SCALE) 6 3 PLANT SCHEDULE (PERIMETER AND PARKING LOT ONLY) RLW 10 BOTANICAL NAME COMA CN NAME am N 'C W L U N CIN CBdTH;t &AM SPECIAL 16TRUCT10N8 s + � � rJ o z CAM DECEXXM TREB >~ � C �D L O GtS GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' SKYLINE HONEYLOCUST 2 1/2- 2 X co U 0 SEE PLAN � Kp KOELREUTERIA PANICULATA GOLDEN -RAIN TREE 2 1/2- 3 X r-+ 00 Iso SEE PLAN s EVEFOEIN THEM U PG PICEA GLAUCA VAR. DENSATA BLACK HILLS SPRUCE 5 -6' 3 X z SEE PLAN 4 M 00 rn Q SAL UPDERSTM TEM CfR CORNUS FLORIDA 'RUBRA' PINK FLOWERING DOGWOOD 1 1/2- 4 X SEE PLAN Cv CHIONANTHUS VIRGINICUS FRINGETREE 1 1/2- 4 X SEE PLAN DECDUOUB 8HRM EaC EUONYMUS ALATUS 'COMPACTUM' DWARF BURNING BUSH 18 -24" 14 X SEE PLAN MIN 18" Fg FOTHERGILLA GARDENII DWARF FOTHERGILLA #2 9 X SEE PLAN MIN 18" RR ROSA 'RADRAZZ' KNOCK OUT ROSE #3 6 X SEE PLAN MIN 18" effigagmq BMW BkG BUXUS X KOREANA 'GREEN GEM' GREEN GEM BOXWOOD 18" 28 X SEE PLAN MIN 18" JhP JUNIPERUS HORIZONTALIS 'PLUMOSA' SPREADING JUNIPER 18 -24" 15 X SEE PLAN MIN 18" ToH THUJA OCCIDENTALIS 'HOLMSTRUP' HOLMSTRUP ARBORVITAE 15 -18" 14 X SEE PLAN GPAM AND PEFENNALB HF HEMEROCALLIS 'FIRE KING' FIRE KING ORANGE DAYLILY #3 104 X 24" 5 4 3 "-4¢ o t �4LTo iT L1ct7 L 4L - ch_s or siridar .-m-IL h Keep+ triutch 2 "�3� ftcTm >a zil--. tLanappl to elibim ula c alr :potckcts w 4e [7.111 :1 '"1rd., LR�.Tea:M `k'1Le. Bask s.- -L ;�._w::. -- 1R�t1 T�I rci :is p t rcm 1P.. L'atc.m Lf Gask,t 1 tu7 t� �� a 1 , A *r 1teje k Ir pit rerov> fl-4 re t haTd*W-o;,,d Tu1ch, Aged wL,;sd, ch��•�r�mict r,�l>ti:h, 14,mal;.h "- tmr't u Ir Rack_h,l nrTg e5 �.T,g; Tt,`te'- :sai�hey Li c' TT7�4 aic.kct, 2 1 Rcmwve tqs ate Chas. f rancF � z - ,.able Icadm 3 VS v0 fir] is bo, 1 tn'rde, l " Fy �— R•utttc�4e ,rt^'t �x���� ;,t�1_ and eApe-se rvo_lt tlr . r r S�,IL mide { _ ..._ PIWIain Pit wals, t .5 - • . t[ Lave sod under loll und J,,4,u 1v 10 5l . Nx.1 � +�41t N.1] zd tr'&& ittl t l , I `7 1 , 1 l 4 1] di Tii�t SHRUB PLANTING DETAIL < Je {tie 4 Rml; ; e L s a J M, 67 J PrT1 Te tFnik Llnt ur ` �Rk�T at t 1 c M1rr, . 11-ad Omit Rxt Fes; C-o I�r" h all � 0 } §k I i- a 1: r) 1 " -7.` *,wt 11nis- t,� :c, RS'T. _�` c+ .k6t and expamc rm Clam Sid ;r be �ttting pit wads. . V4. Leave K, I ur& Lull mdAs . d to support root 1:u11 and re-daa sm"ing: 11,E 2 cslolldUmcZ TREE f-L N nNG DETAIL ................. � TO AL E SCALE: 1 " = 20' 0 10 20 40 2 O V1 x 00 N 'C W L U N p O � � rJ o z o � >~ � C �D L Sid ;r be �ttting pit wads. . V4. Leave K, I ur& Lull mdAs . d to support root 1:u11 and re-daa sm"ing: 11,E 2 cslolldUmcZ TREE f-L N nNG DETAIL ................. � TO AL E SCALE: 1 " = 20' 0 10 20 40 2 O V1 x 00 N 'C W L U N p O � � rJ o z o � >~ � C �D L O y ~ c C co U 0 ©13© � v? cu U 'd `ti a r-+ 00 Iso s U 00 00 x O,cd - -- z 4 M 00 rn Q E- N ^ W N W Q 00 w� zo z z x E_ �I as QI I w a A z d z O v� W !X � D1A 11111111111 JAMMC'KA.SLWNELk1U.R0300StflIii92 Q) O q d F-1 w Q H I � hr--t z 0 p �- O 0 IL W Q � E E U Q O Know what's below. W w Q Call before you dig. a � cl, 0 Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours o Doy, 7 Doys a Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 V1 � N 'C W L W O �'-Y � O zo r rJ o W o � � C > UQ L ~ c C co U 0 ©13© U) cu 0 j,W - J E- N ^ W N W Q 00 w� zo z z x E_ �I as QI I w a A z d z O v� W !X � D1A 11111111111 JAMMC'KA.SLWNELk1U.R0300StflIii92 Q) O q d F-1 w Q H I � hr--t z 0 p �- O 0 IL W Q � E E U Q O Know what's below. W w Q Call before you dig. a � cl, 0 Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours o Doy, 7 Doys a Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 °' N N O � o o W W O �'-Y � O zo r rJ o o o o � � C �I as QI I w a A z d z O v� W !X � D1A 11111111111 JAMMC'KA.SLWNELk1U.R0300StflIii92 Q) O q d F-1 w Q H I � hr--t z 0 p �- O 0 IL W Q � E E U Q O Know what's below. W w Q Call before you dig. a � cl, 0 Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours o Doy, 7 Doys a Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a-- 4� c c a-- A B C D FLOOR PLAN 1 Scale: 1 /8" = 1' -0" NORTHie GROSS BUILDING AREA = 79908 SF Q-�q - -Z (3 �-� OCCUPANT LOAD & EGRESS REQUIREMENTS THIS SUBMITTAL IS INTENDED FOR BUILDING SHELL ONLY. AS PLANS FOR INDIVIDUAL TENANT SPACES ARE DEVELOPED, ADDITIONAL DOORS SHALL BE LOCATED AS NECESSARY TO CONFORM WITH THE EXIT REQUIREMENTS OF CHAPTER 10. III a CONSULTANT: F. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 10/19/2012 SITE PLAN SUBMITTAL Project Manager Drawn A.RICCIUTI B.COLBURN Project leader Checked B.COLBURN Date Dept Mgr Approval 10/19/2012 Client VERSA DEVELOPMENT 25900 W. 11 Mile Road Southfield, MI -Sutie 250 48034 Office: (248) 996-1412 Contact: Steve Robinson Project Carmel Corners NEC Pennsylvania Street and Carmel Drive City of Carmel, Indiana Drawing Title FLOOR PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.12.0314 SP-M F5% G REQUIREMENTS GLAZING IS PROVIDED CONSIDERING RST FLOOR CEILING IS AT 12' -0" A A.5 B C C.5 p PRE FINISHED METAL COPING T/O PARAPET ^' EIFS CORNICE ELEV = 2 5' -4" AFF - BRICK VENEER EIFS ACCENT BAND p BRICK VENEER (UTILITY SIZE) ;y —FUTURE TENANT SIGN AREA (40 SF MAX ALLOWED PER TENANT) EIFS ACCENT EIFS ACCENT BAND - COLOR TO 1 i MATCH PRECAST STONE T/O STOREFRONT N _ FABRIC AWNING (BY TENANT) `* ELEV = 10' -0" AFF m C GLASS AND ALUMINUM STOREFRONT SYSTEM C in PRECAST 00 STONE VENEER \ \ \ 11 FINISHED FLOOR 1 ELEV = 0' -0" WEST ELEVATION 1 Scale: 1/8" = 1' -0" 3 2 1 1 2 3 PRE FINISHED METAL PRE FINISHED METAL N COPING COPING T/O PARAPET _ N _ EIFS CORNICE EIFS CORNICE ELEV = 2 5' -4" AFF BRICK VENEER SCORED STRUCTURAL BRICK EIFS ACCENT BAND EIFS ACCENT BAND � BRICK VENEER (UTILITY SIZE) I a N 1 EIFS ACCENT STRUCTURAL BRICK EIFS ACCENT BAND - COLOR TO EIFS ACCENT BAND - - - MATCH PRECAST STONE i STRUCTURAL BRICK Lf1 N FABRIC AWNING (BY TENANT) EIFS ACCENT BAND DECORATIVE ACCENT LIGHT STRUCTURAL BRICK BO 0 1 �-+ - GLASS AND ALUMINUM o Q I PRECAST STOREFRONT SYSTEM U STONE VENEER -- - - -- � - PRECAST FINISHED FLOOR NEER ELEV = 0' -0" NORTH ELEVATION SOUTH ELEVATION Scale: 1/8" = V -0" Scale: 1/8" = 1' -0" D C B q PRE FINISHED METAL N COPING T/O PARAPET N EIFS CORNICE 1. ELEV = 25'-4" AFF EIFS ACCENT BAND s O 1 ^I STRUCTURAL BRICK i EIFS ACCENT BAND - - - -- STRUCTURAL BRICK � N EIFS ACCENT BAND - - - -- BO i FABRIC AWNING (BY TENANT) PRECAST FINISHED FLOOR � T1 STONE VENEER ELEV = 0' -0" _ ROOF ACCESS LADDER PRE - FINISHED DOWNSPOUT - TYP EAST ST ELE` / /` TION (COLOR TO MATCH BRICK) 4 !'1 V /`1 (COLOR TO MATCH BRICK) Scale: 1/8" = 1' -0" F ERIOR FINISHES AL COLOR 1 STYLE BRICK VENEER (UTILITY SIZE) TERRA COTTA STRUCTURAL BRICK TERRA COTTA NATURAL PRECAST STONE VENEER EIFS COLOR TO MATCH PRECAST STONE DOWNSPOUTS TERRA COTTA TO MATCH THE BRICK FABRIC AWNING BLACK HOLLOW METAL DOOR /FRAME TERRA COTTA TO MATCH THE BRICK GLASS CLEAR STOREFRONT SYSTEM CLEAR ANODIZED CONSULTANT: S� EAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 10/19/2012 SITE PLAN SUBMITTAL Project Manager Drawn A.RICCIUTI B.COLBURN Project Leader Checked B.COLBURN Date Dept Mgr Approval 10/19/2012 Client VERSA DEVELOPMENT 25900 W. 11 Mile Road Southfield, MI - Sutie 250 48034 Office: (248) 996 -1412 Contact: Steve Robinson Project -- Carmel Corners NEC Pennsylvania Street and Carmel Drive City of Carmel, Indiana Drawing Title EXTERIOR ELEVATIONS DO NOT SCALE DRAWING Project No. Drawing No. J C DT.12.0 314 SP -02 E WABLE FREESTANDING SIGN AREA = 60 SF OSED FREESTANDING SIGN AREA = 60 SF 10' -0" SIGN AREA 41L 1.. _ 91_21. 1„ 4 _ TE�ANT TE�A�IT U �-ENANT -_ o � _ PRECOATED ALUMINUM SHEET METAL COVER ON EXTRUDED ALUMINUM FRAME INTERNALLY ILLUMINATE[ SIGN CASING W/ TENANT NAME TENANT SIGN AREA (TYP OF 3) - 4" PRE -CAST CONC. SILL PRECAST STONE TO MATCH BUILDING FINISH GRADE PROPOSED MONUMENT SIGN 2' -8" Scale: 1/4" = 1' -0" 28' -0" CONC APRON COORDINATE WITH CIVIL JI CONC APRON N 4 U SP -03 2 EA 8' -0 "t GATES 1.9" OD GALV FRAME W/ 4 x8 H 1 @ GATE 3 CEDAR SLATS ATTACHED W/ SELF TAPPING SCREWS. Q _ z PROVIDE HINGES, CENTRAL GATE STOPS & LATCH W/ \ C-4 0 EYE FOR PADLOCK 0 U z 0 cc 4 - #5 W/ MATCHING Q DOWELS GROUT U REINF CORE EA SIDE yo/ ROVIDE STL 0 AND END WALL (TYP) - ECIEVER SLEEVE 6 6 SET IN CONC @ ° ° CANE BOLT (TYP) 1' -0" 1' -0" 12' -0" CLEAR 2' -0" 12' -0" CLEAR \s, 6" THK SEALED CONC PAD Ye 5 0 (REF CIVIL FOR GRADE ELEVS) SP -03 0 3 SP -03 0 0 0 0 rl 6 NOTE: SP-03 IL OR 5' -0" 4 ' -0" 10' -0" 4' -0" 5' -0" ON 28' -0" DUMPSTER ENCLOSURE PLAN 2 Scale: 1/4" = 1' -0" GATE POST GATE OPENING 12' -0" (TYP) (12' -0" OPNG @ DUMPSTER ENCL) r3 a oa °� d f'. OH PRECAST r f" _. , / CONCRETE CAP STRUCTURAL BRICK - COLOR TO MATCH BUILDING � II GATE POST ;0 6'-O"± (TYP) 6' -0 "± GATES 1.9" O.D. GALV LINE OF PIER FRAME W/ 4" x 8' HIGH CEDAR BELOW SLATS ATTACHED W/ SELF PROVIDE 3/4" DIA 4" DEEP SLEEVES IN TAPPING SCREWS. PROVIDE CONC PAVEMENT FOR CANE BOLTS - HINGES AND LATCH W/ EYE PIVOTING CANE BOLT FABRICATED FOR PADLOCK. FROM 1/2" DIA STL ROD GATE LOCK W/ FLAT MOUNT a 4 GATE ELEVATION & ADA STYLE LEVER DUMPSTER ENCLOSURE ELEVATION Scale: 1 4" = V -0" & Scale: 1/4" = V -0" FINISF �OLIN -0' -8' EXTERIOR FINISHES MATERIAL COLOR / STYLE BRICK VENEER (UTILITY SIZE) TERRA COTTA STRUCTURAL BRICK TERRA COTTA PRECAST STONE VENEER NATURAL EIFS COLOR TO MATCH PRECAST STONE DOWNSPOUTS TERRA COTTA TO MATCH THE BRICK FABRIC AWNING BLACK HOLLOW METAL DOOR / FRAME TERRA COTTA TO MATCH THE BRICK GLASS CLEAR STOREFRONT SYSTEM CLEAR ANODIZED PRECAST CONCRETE CAP STRUCTURAL BRICK - COLOR TO MATCH BUILDING HORIZONTAL JOINT REINF @ 16" O.C. #5 @ 24" C/C GROUT REINF CORE TYP 1/2" EXPANSION JOINT FILLER #5 @ 24" C/C X 6' -0" LONG DOWELS (2) #7 CONT TOP AND BOTTOM 1 SECTION 3 Scale: 1/2" = 1' -0" PRECAST r r)Nr PFTF CAP DUMPSTER ENCLOSURE ELEVATION Scale: 1/4" = 1' -0" TURAL BRICK - TO MATCH qG CONSULTANT: SEAL: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 10/19/2012 SITE PLAN SUBMITTAL Checked B.COLBURN Date Dept Mgr Approval 10/19/2012 Client VERSA DEVELOPMENT 25900 W. 11 Mile Road Southfield, MI - Sutie 250 48034 Office: (248) 996 -1412 Contact: Steve Robinson Project Carmel Corners NEC Pennsylvania Street and Carmel Drive City of Carmel, Indiana Drawing Me SITE DETAILS Project Manager Drawn A.RICCIUTI B.COLBURN Project Leader Checked B.COLBURN Date Dept Mgr Approval 10/19/2012 Client VERSA DEVELOPMENT 25900 W. 11 Mile Road Southfield, MI - Sutie 250 48034 Office: (248) 996 -1412 Contact: Steve Robinson Project Carmel Corners NEC Pennsylvania Street and Carmel Drive City of Carmel, Indiana Drawing Me SITE DETAILS DO NOT SCALE DRAWING Project No. Drawling No. J C DT.12.0 314 SP -03 3 CD 0 U 0 C> 0 N C O E co o C N � O N W N CS O N LO o N p j2. a v O a� o J � r ..� wm Z �o �,,, ao w� r J H OJ � D � 0 N te1 m r., IN 7 X 5 4 3 2 UTILITY PLAN NOTES: 1 W W I INV(NL) -Ln- 0 I I W - INV 41 I I T IN V(W) 853.36 @1C OORDINATE CONNECTION OF 2" TYPE -K COPPER SERVICE LINE WITH PLUMBING DRAWINGS. TC -862.63 I ______ - INV(E)- 852.18 I W W W WATE `^� 1/2" WATER METER SET W/ BACKFLOW PREVENTION INSIDE THE BUILDING ANTICIPATED. INV(W)_852.13 - 6 SEWER SE = 857.65 73 OF 8" _____.- __ .___ _._ _ _..____ _ _ _ - _ - - - - - @EXISTING FIRE HYDRANT. - -1 1 _:_ j PERFORATED PVC 0.509 SLOPE _- B" Pvc - 45 of 6 SEWER. LATERAL SS1 @ 1.0% MIN. ! 0 G I ld II 'GAS I I I I I I II II IICL 9 E%' STORM SEWER NOTES: &ONNECT DOWNSPOUTS TO 8" HDPE ROOF DRAINS AT 0.50% MINIMUM @8" HDPE ROOF DRAINS AT 1.0% MINIMUM @CONNECT 10" HDPE ROOF DRAIN TO EXISTING MANHOLE. @8" PERFORATED PVC ® 0.50% MINIMUM @1 0" HDPE ROOF DRAIN AT 1.0% MINIMUM @WATER QUALITY UNIT (AQUASWIRL AS -5) SITE ELECTRIC NOTES: II T.C. = SS1 C-0. _ _ _ _ _ _ E1 OORDINATE AND CONNECT BUILDING ELECTRICAL LINE TO ELECTRICAL TRANSFORMER. INV. = 858.10 (n T - _ - - -- i - - - - COORDINA E CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS ST1 I 1 REQUIRED. 2 -4" EC CONDUITS TO BE INSTALLED WITH PULL STRINGS. 120/208V, 3 PHASE. 1200 AMP FLFCTRIC RF0111RFr) C.O. INV. = 858.61 G G / G- TC- 859.76 INV(N)- 853.36 GENERAL NOTES: TC- 859.93 INV(E)- 856.43 INV � INV(S)- 853.83 Gam, NORTHERLY LINES OF LOT 1 IN CARMEL DRIVE SHOPPES 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 1 1) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY 14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 15) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. VI 6 9 4 3 C' -NOTE - RUN WATER LINE A MINIMUM OF 54" DEEP. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. LEGEND I8 = EXIST. SIGN ®GM © = EXIST. GAS METER 00 EXIST. GAS VALVE 0 ® ® = EXIST. STORM INLET O OO = EXIST. STORM /SAN./TELE. MANHOLE EM- 11 0 I ® x EXIST. POWER POLE /POWER POLE w/ LIGHT GA C F— = EXIST. GUY ANCHOR T.Ped ® E = EXIST. TELEPHONE PEDESTAL = = = EXIST. STORM SEWER LINE ❑® = TRANSFORMER - - - = RIGHT -OF -WAY LINE - = PROPOSED SANITARY SEWER LINE C = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN 0 = PROPOSED MANHOLE s = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION = = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYL CHLORIDE PIPE STIR. = STRUCTURE SSD = SUB - SURFACE DRAINAGE T(U) = TELEPHONE LINE (UNDERGROUND) T = TELEPHONE LINE E(U) = ELECTRIC LINE (UNDERGROUND) E = ELECTRIC LINE x A U d ® ►4 -� - 0O W i V o - -- I - .� o � � r- o r- a a U Within Indiana Call SHEET I I M 00 M Q W d Ln Z w 2 w a � � o PERFORATED PVC — TC- 864.89 W 0_ I I I) / @ 0.50% SLOPE - INV(NE)- 851.39 INV(E 10 "PVC)- 851.29 w - -`- — — — — — IN V(S)- 851.14 INV(N)- 851.29 - INV(W)- 851.29 STUB II II II I I I II ii wI II II C, II � Q II � II II II II II w II _ -INV. INV. = 858.74 II a I U II III 26' OF 8" - - LION- -- PERFORATED PVC II III @ 0.50% SLOPE 0 G I ld II 'GAS I I I I I I II II IICL 9 E%' STORM SEWER NOTES: &ONNECT DOWNSPOUTS TO 8" HDPE ROOF DRAINS AT 0.50% MINIMUM @8" HDPE ROOF DRAINS AT 1.0% MINIMUM @CONNECT 10" HDPE ROOF DRAIN TO EXISTING MANHOLE. @8" PERFORATED PVC ® 0.50% MINIMUM @1 0" HDPE ROOF DRAIN AT 1.0% MINIMUM @WATER QUALITY UNIT (AQUASWIRL AS -5) SITE ELECTRIC NOTES: II T.C. = SS1 C-0. _ _ _ _ _ _ E1 OORDINATE AND CONNECT BUILDING ELECTRICAL LINE TO ELECTRICAL TRANSFORMER. INV. = 858.10 (n T - _ - - -- i - - - - COORDINA E CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS ST1 I 1 REQUIRED. 2 -4" EC CONDUITS TO BE INSTALLED WITH PULL STRINGS. 120/208V, 3 PHASE. 1200 AMP FLFCTRIC RF0111RFr) C.O. INV. = 858.61 G G / G- TC- 859.76 INV(N)- 853.36 GENERAL NOTES: TC- 859.93 INV(E)- 856.43 INV � INV(S)- 853.83 Gam, NORTHERLY LINES OF LOT 1 IN CARMEL DRIVE SHOPPES 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 1 1) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY 14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 15) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. VI 6 9 4 3 C' -NOTE - RUN WATER LINE A MINIMUM OF 54" DEEP. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. LEGEND I8 = EXIST. SIGN ®GM © = EXIST. GAS METER 00 EXIST. GAS VALVE 0 ® ® = EXIST. STORM INLET O OO = EXIST. STORM /SAN./TELE. MANHOLE EM- 11 0 EXIST. ELECTRIC METER ® x EXIST. POWER POLE /POWER POLE w/ LIGHT GA C F— = EXIST. GUY ANCHOR T.Ped ® E = EXIST. TELEPHONE PEDESTAL = = = EXIST. STORM SEWER LINE ❑® = TRANSFORMER - - - = RIGHT -OF -WAY LINE — — — — — = PROPOSED SANITARY SEWER LINE C = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN 0 = PROPOSED MANHOLE W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYL CHLORIDE PIPE STIR. = STRUCTURE SSD = SUB - SURFACE DRAINAGE T(U) = TELEPHONE LINE (UNDERGROUND) T = TELEPHONE LINE E(U) = ELECTRIC LINE (UNDERGROUND) E = ELECTRIC LINE SCALE: 1 " = 20' 0 10 20 40 2 CD 00 Isl w CD � U C �C U � z 0 � � o L ti _ Q > ~ C CL w� h� V z (0 U _0 w x o R3 0 ° W 0 --y w ° •-� 00 �o CD N U a p v� `OzO r� U� O x A U d ® ►4 -� - 0O W 0000 V o - -- zQ Know what's below. .� o � � r- o r- a a U Within Indiana Call SHEET NO. M 00 M Q w H A co L4 A z d w a U O& VC SHIN 1 ®t9 2 _ -o OF S�4NAL JAMES K. SHINNEMAN P.E. 10200392 Isl N CD � 1.4 C �C U O W •' 0 A U L ti _ Q W N ~ C CL w� h� V z (0 U _0 w x o R3 0 ° W 0 --y w ° CD N w H A co L4 A z d w a U O& VC SHIN 1 ®t9 2 _ -o OF S�4NAL JAMES K. SHINNEMAN P.E. 10200392 N CD � 1.4 � O d 0 A ti U z N W W N Q� 00 O /.N w� zo z z w x o Ln --y w ° CD N A U Q P. O A A U d w H A co L4 A z d w a U O& VC SHIN 1 ®t9 2 _ -o OF S�4NAL JAMES K. SHINNEMAN P.E. 10200392 U 1.4 � d ti x /.N I� U o --y w © O 0 U d ® ►4 -� - 0O W V A Know what's below. a 4 Call before you dig. a U Within Indiana Call SHEET NO. U 811 or 800 - 382 -5544 24 Hours o Doy, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 q � d ti U o p.. d V w d Z w 2 w a � � o 811 or 800 - 382 -5544 24 Hours o Doy, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 Lei (E) FIXTURE TO REMAIN Fm LL LL �c z LL r*1 S H A R E D A C C E S S PROPOSED PHOTOMETRIC PLAN NORTI Scale: I" = 20'-0'l D R I V E LIMITS OF PARCEL hn9 1+0.4 10.3 IT, 3 0 O U 0 0 N N v c N W N N O N U 0 U U W o . o� \ui LOW E PLANS PREPARED FOR: VERSA DEVELOPMENT 25900 WEST 11 MILE RD, SUITE 250 SOUTHFIELD, MI 48034 TELEPHONE: (248) 416 -1985 CONTACT PERSON: RYAN SCHULTZ .I PLANS PREPAR E D BY: WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846 -6611 FAX. (317) 843 -0546 CONTACT PERSON: JAMIE SHINNEMAN EMAIL: SHINNEMA NJ@ WEIHE. NE T GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP #18057CO207F, DATED FEBRUARY 19, 2003. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 8 7 Con P, 3)11 r r,(em 9 f I.► I I ". ��► I I I ��► - lk�-- fit i i 1 T,N d-, /� ; i, C PROJECT LOCATION LAND DESCRIPTION: Part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Second Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows: Commencing at A Harrison monument marking the Southwest corner of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, Second Principal Meridian, Clay Township, Hamilton County, Indiana; thence North 00 degrees 10 minutes 07 seconds West (assumed bearing) a distance of 396.18 feet on the West line of said Southeast Quarter; thence North 89 degrees 54 minutes 48 seconds East 35.00 feet to the Southwest corner of Lot 1 of Carmel Drive Shoppes, recorded as Instrument No. 2008046083 in Plat Cabinet 4, Slide 492 in the Office of the Recorder of Hamilton County, Indiana, said corner being marked by a 5/8" diameter rebar with red "Miller" cap; thence North 00 degrees 10 minutes 07 seconds West 170.53 feet on the West line of said Lot 1 to the Northwest corner thereof, as marked by a 5/8" diameter rebar with red "Miller" cap, said corner being the POINT OF BEGINNING; thence continuing North 00 degrees 10 minutes 07 seconds West 190.00 feet parallel with the West line of said Southeast Quarter to a 5/8" diameter rebar with cap marked "WEIHE ENGR 0012 "; thence North 57 degrees 37 minutes 04 seconds East 41.14 feet to a 5/8" diameter rebar with cap marked "WEIHE ENGR 0012; thence North 88 degrees 37 minutes 47 seconds East 256.59 feet to a MAG nail; thence South 01 degree 07 minutes 37 seconds East 238.00 feet to a Northerly line of said Lot 1; the following two (2) courses are on the Northerly lines of said Lot 1; 1.) thence North 76 degrees 12 minutes 15 seconds West 85.58 feet; 2.) thence South 89 degrees 49 minutes 53 seconds West 212.27 feet to the POINT OF BEGINNING, containing 1.453 acres, more or less. NO SCALE . I 1 K � �•� �17Ci► HAMILTON COUNTY PROJECT LOCATION OPERATING AUTHORITIES: VEOLIA WATER INDIANAPOLIS CITY OF CARMEL ENGINEERING 1220 WATERWAY BLVD. ONE CIVIC SQUARE INDIANAPOLIS, INDIANA 46206 CARMEL, IN 46032 317/263 -7703 MICHAEL MCBRIDE 317- 571 -2441 HAMILTON COUNTY HEALTH DEPARTMENT CITY OF CARMEL PLANNING 18030 FOUNDATION DR. SUITE A NOBLESVILLE, ONE CIVIC SQUARE INDIANA 46060 CARMEL, IN 46032 JASON LEMASTER ANGIE CONN 317 - 776 -8500 317 - 571 -2417 CITY OF CARMEL BLDG SERVICES VECTREN GAS ONE CIVIC SQUARE P.O. BOX 1700 CARMEL, IN 46032 NOBLESVILLE, INDIANA, 46060 JIM BLANCHARD 317/776 -5573 317- 571 -2444 CITY OF CARMEL FIRE DEPARTMENT IPL TWO CIVIC SQUARE 25 MONUMENT CIRCLE CARMEL, INDIANA 46032 INDIANAPOLIS, INDIANA 46204 GARY HOYT NORM SCHOPPENHORST 317 - 571 -2600 317 - 261 -5277 HAMILTON COUNTY SURVEYOR AT &T ONE HAMILTON COUNTY SQUARE 5858 NORTH COLLEGE SUITE 188 INDIANAPOLIS, INDIANA, 46220 NOBLESVILLE, INDIANA 46060 317/776 -9627 317/252 -5168 STEVE KREBS BENCHMAJUX" INFO"A TION SITE BM - INDIANA STATE HIGHWAY COMMISSION BRONZE DISK ON CONCRETE POST, 2.6 MILES N. OF 1 -465, 0.7 MILES S. OF 131ST. STREET, 83' W. OF THE C/L OF SOUTHBOUND LANE OF U.S. 31 . ELEV - 867.06 (NAVD88) 1G 9 8 7 I 6 5 4 4 CARMEL CITY UTILITIES 760 3RD ABE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317- 571 -2648 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 317/776 -4495 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 317/776 -5352 3 3 2 Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C101 SITE PREPARATION AND DEMOLITION PLAN C102 SITE PLAN C103 GRADING PLAN C104 STORMWATER POLLUTION PREVENTION PLAN (PHASE 2) C104A STORMWATER POLLUTION PREVENTION SPECIFICATIONS C105 UTILITY PLAN C106 STORM PNP C201 SITE PREP DETAIL SHEET C202 SITE DETAIL SHEET C203 GRADING DETAIL SHEET C204 SWPPP 2 DETAIL SHEET C205 UTILITY DETAIL SHEET C301 SPECIFICATIONS SHEET C302 CARMEL CURB & PAVING POLICY L101 LANDSCAPE PLAN L201 LANDSCAPE PLAN NO EARTH DISTURBING ACTIVITYMAYTAKE PLACE WITHOUTANAPPROVED STORM WATER MANAGEMENT PERMIT EXISTING ZONING — OM//M TOTAL ACREAGE.- 1.953 AC. NET ACREAGE: 1.453 AC. o � q � a � ON Q U N W .> � � W O z z0 C,4 Wo d (Z:) p W U fil N ~ C C w z o z Cn 000 � rn c� 0 ° W -0 CU J 0 00 �10 Know what's below. a N o qtl, W Within Indiana Call SHEET NO. p v� `O �10 0 j U •~ S C/1 d 00 it 00 x CD . - -- Q o � CD w rl 1--i rn 00 rn Q w H Q w A d z 0 in w x 1 2 -o OF �.�. . DIANP..'G��\ S�ONAL JAMES K. SHINNEMAN P.E. 10200392 UILDING COVER RATIO: 12.29% 0 a H 3UILDING SQUARE FOOTAGE.- 3UILDING: 7780 SF w C C/ I�19 -zo12 SCALE: 1 " = 20' 0 10 20 40 2 H q � a � i d U N W .> W W UQ z z0 C,4 Wo d (Z:) p W U fil N ~ C C w z o z Cn 000 Z o c� 0 ° W -0 CU J 0 Know what's below. a w H Q w A d z 0 in w x 1 2 -o OF �.�. . DIANP..'G��\ S�ONAL JAMES K. SHINNEMAN P.E. 10200392 UILDING COVER RATIO: 12.29% 0 a H 3UILDING SQUARE FOOTAGE.- 3UILDING: 7780 SF w C C/ I�19 -zo12 SCALE: 1 " = 20' 0 10 20 40 2 H q W d i d N f� W W 4 z z0 C,4 Wo d (Z:) p W U fil N al w z o z z x O o W -- - a �. 0 Know what's below. a q Call before you dig. a Within Indiana Call SHEET NO. �C w H Q w A d z 0 in w x 1 2 -o OF �.�. . DIANP..'G��\ S�ONAL JAMES K. SHINNEMAN P.E. 10200392 UILDING COVER RATIO: 12.29% 0 a H 3UILDING SQUARE FOOTAGE.- 3UILDING: 7780 SF w C C/ I�19 -zo12 SCALE: 1 " = 20' 0 10 20 40 2 U ti H q W d i d N f� W W 4 z © w C © v 9 Q °- ' o W -- - a �. Q W Know what's below. a q Call before you dig. a Within Indiana Call SHEET NO. U ti 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. i q d d N W 4 w 9 Q q �C C/1 d w 0 z w �12- O W � W - U o W L 4 D 811 or 800 - 382 -5544 24 Hours o Day, 7 Days a Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. i 3 ai N o- U 0 CD 0 N �E o � N w � N t\ O p C N O N � `3 N Z Q, Q, osoo N V U � o z �o o:D \w ¢QOWo a a C�] I I7 10 9 1 8 LO 0 W N cn Z m j w F— N L cn � 0 0 0 0 z w w I cn Q z cn z z w n 3.8 CONC. SIDEWALK POINT OF BEGI NING NW CORNER OF L.OT 1 CARMEL DRIVE SHO PES "MILLER" REBAR F UND it I SOT DEDICATION OF PUBLIC R/W PER INST. #8627981 35 WIDE l / 7 D 5 MEIJER STORES LP INST. #200100010582 4 I l \\ 2' CHAIRBACK CURB & GUTTER, 6" CURB HEIGHT (TYP.). SHOTS AS SHOWN ARE GUTTER 3 CONCRETE CURL AND SIDEWALK UHI- CIVILL DI-CI VC JI-1urrLJ P. C. 4, SLIDE 492 C ARM EL 0 P IN TE LLC INST. #201106OBB7 Ln o II I� 7 6 uTu LV 1 1 IIV l_. /- II \IVILL DRIVE SHOPPES GENERAL NOTES: 2 PLAN NOTES: lO LIGHT DUTY ASPHALT PAVING PER DETAIL ON SHEET C202. 2O POUROUS PAVERS PER DETAIL ON SHEET C203. a 3 CONCRETE PAVING WITH 1' CHAMFERED CORNERS PER DETAIL ON SHEET C202. ° O4 PARKING BUMPERS PER DETAIL ON SHEET C202 O6" CURB AND GUTTER TYPE II PER DETAIL ON SHEET C202. O6" CURB & GUTTER TYPE III PER DETAIL ON SHEET C202 7O TAPER CURB WITHIN 3 FEET. OPROPOSED ROOF DRAIN. COORDINATE WITH ARCHITECTURAL DRAWINGS AND SHEET C103. OPROPOSED STORM INLET WITH CONCRETE APRON; PER DETAIL ON SHEET C203. 1 Q INTEGRAL WALK AND CURB PER DETAIL ON SHEET C202. 11 MATCH EXISTING CURB 12 ADA ACCESSIBLE RAMP PER DETAIL ON SHEET C202A 13 PAINTED ADA PARKING SYMBOL - (WHITE WITH BLUE BACKGROUND). 14 ADA PARKING SIGN (1 VAN ACCESSIBLE REQUIRED). 15 PAINTED WHITE 4" PARKING LINES (TYP). 1 g PAINTED BLUE ADA ACCESSIBLE AISLE. 17 MATCH EXISTING ASPHALT. 18 CONTRACTOR TO PROVIDE 6" MINIMUM APPROVED TOPSOIL. 19 PROPOSED DUMPSTER ENCLOSURE; REFER TO ARCHITECTURAL PLANS FOR DETAILS. 20 PAVEMENT FLUSH WITH SIDEWALK. 21 PROPOSED LIGHT POLE AND BASE. 22 PROPOSED ROUND BOLLARD PER DETAIL ON SHEET C202. 23 PROPOSED BIKE RACK, INVERTED U -TYPE PER CARMEL CITY CODE CHAPTER 27.06.03A; THREE (3) RACKS REQUIRED (TOTAL OF 6 SPACES). PER DETAIL ON SHEET C202. 24 SIDEWALK PER DETAIL ON SHEET C202. 25 PAINTED NO PARKING LINES. 26 0.5' RAISED CURB PAINTED YELLOW 27 PROPOSED GROUND MOUNT SIGN, REFER TO ARCHITECTURAL PLANS FOR DETAIL. 28 PAINTED YELLOW PEDESTRIAN PATH - PARKING SUMMARY- RETAIL: 1 SPACE / 200 SF (1,950 SF) = 10 RESTAURANT: 1 SPACE / 2.5 SEATS - 160 SEATS = 64 1 SPACE / EMPLOYEE LARGEST SHIFT (APPROX 11) N = 11 85 REQUIRED 85 PROVIDED (4+ SHARED MEIJER PARKING) BICYCLE REQUIREMENT: 5 SPACE / 100 PARKING SPACES BICYCLE PARKING REQUIRED = 5 SPACES (3 LOOPS) PARKING PROVIDED: 81 - STANDARD SPACES 4 - HANDICAP SPACES 85 - TOTAL SPACES 6 BICYCLE SPACES PROVIDED GENERAL SITE NOTES: 1. ALL DIMENSIONS ARE BASED FROM FACE OF CURB OR FACE OF BUILDING. 2. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS AND CANOPY. DO NOT STAKE BUILDING OR CANOPY FROM THESE PLANS. 3. f DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 1 o x 0 � N � p W C >~ �- � W a> N O � Q Ln ON N CD C 'd ©©13 Zi W N 00 ,.c 0 0 �W O co -0 cu J zo z z o 11�0 �co w U o Z 63 00 't 00 s CD .� - -- �n b r- o tl CD M 00 M Q as m F4 a A z z 0 w x S K SHIN 4$ 19 2 -o OF SIGNAL to JAMES K. SIHNNEMAN P.E. 10200392 ti q rj a 0 'C � ° W C N � W a> N F4 U_ Q Ln ON N CD C U 70 ©©13 Zi W N CU 0 0 �W O co -0 cu J zo z z x as m F4 a A z z 0 w x S K SHIN 4$ 19 2 -o OF SIGNAL to JAMES K. SIHNNEMAN P.E. 10200392 ti q rj a 0 � � ° W E-1 N � � .. o a> N F4 y 0 Ln ON N CD E, U W N N Q O co w� zo z z x o as m F4 a A z z 0 w x S K SHIN 4$ 19 2 -o OF SIGNAL to JAMES K. SIHNNEMAN P.E. 10200392 ti q rj a DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT —OF —WAY. 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. - NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 12) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 13) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 14) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 15) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 16) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS OR ASPHALT PATH FOR ANY UTILITY INSTALLATION IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED W/ DOUBLE WALL HANCOR HI -Q OR EQUIV. 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 5 4 3 2 SCALE: 1 " = 20' 0 10 20 40 0 � � W E-1 � Q d F4 DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT —OF —WAY. 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. - NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 12) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 13) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 14) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 15) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 16) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS OR ASPHALT PATH FOR ANY UTILITY INSTALLATION IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED W/ DOUBLE WALL HANCOR HI -Q OR EQUIV. 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 5 4 3 2 SCALE: 1 " = 20' 0 10 20 40 W � w w C/D z Z w 2 P Q, o p U D 0 ,.4 W a 0 ° Know what's below. W w Call before you dig. a U Within Indiana Call SHEET No. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8 -1 -26. c 1 02 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. U 0 � � W E-1 � � d W � w w C/D z Z w 2 P Q, o p U D 0 ,.4 W a 0 ° Know what's below. W w Call before you dig. a U Within Indiana Call SHEET No. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8 -1 -26. c 1 02 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. U prom 3 0 0 0 U 0 0, E N N w / N r- CD p �z 3 :�, N N cl- N N C, oZ 0 0 /Q O5 � _� ..,,wm Z :� r-, o� �_w ¢o w G U >_ F °� on Im 5 4 3 9 8 7 6 �__ L - - 1 1 4 _ - , --.4 F _. _ :. - � f � �. - 862 _ �` T._: f- '�'� �� - 1 X ;moo � � � e o , h 0 __ f 'L' ''_ I - - " � , 0 \ r - 3 - ,_ 1 F p �- ._ _ �_ ---- r r- _ t � 1.. - .: 1 �- o° off. l ¢ 6 h _ _ - `� I ti�tl ? � r - A F >0 °� hk __ - Y i 1 __ _ I f =- - o_ ° _ _ -- S o0 .- - - ' - - -.- .____ _ ._..___ 1 1 ti o�°N_ i o0 ' ✓'f �/ I a d'6 - 1 2' CHAIRBACK CURB & ` /� ,f.. 7 ,{`" �1, 1 _ GUTTER, 6" CURB 4 `.� -. : : . .- v °o I S 0 � o�� - �1� o0 1 X01 HEIGHT (TYP.). 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(56 I o�� o1b• 100,_ IN v(w) 1 0 0 w 10 863.68 N TC- 862.63 o G 1 M.E.G. W TER w` - - - - - ,� - _............ �. F= (� : M.E.G. �', " '. i V� n ✓ w - 863 18 w , I' x D o `' INV(E)- 852.18 w J - �( : cn I �_'` _ - - -_ - - -- F` 8@2.8$ _ __...... - -- `� , ��� 0 1 1 W I 1,_ 0 o .. Y i M.E.G. INV( ) -852 1 1 ______ _...._ __ - oo ,o w 3 X 1 o 0 .73 $62.38 0 ° ~ -_.. o 00 - - -f'_ - - -- 1. 863 - i o _ I' 863.23 M.E.G. oo�� o4 I o °�� - o - - - .o ,o X ' , -o -- - M.E.G. � ti. ° 1 862.87 rl _ _ #' -- r oti? C. 0. oo �� �� xo�� - 1 862.37 X_-_ __ ___ ______ __ - - - - -- r ! t N , o 0 863.44 o M.E.G. tk 00 INV. ° 859.32 Xo M.E. ti -�6= _ _ - =1 =1= _ =-_ - -� _ - - - - - - - - I � I o o ! _ - X' 862.94 '/ 62.62 0 o1- -/ _ - - - _ - I . _ _m..__.. - - - _. 3 0, oo I /r 86 - - _ . -.._ -- - _ _ -_..�. - .. - g,� 3 M G / �. 862.2 \o �, . l F_ i I ,/ - - / 1 .m -- 1 1 v' __ _ i 0 v. . 5 '< 862. -' F r ti / , _ -_ I _ - 1 __ i e 4 X 1 ¢ �. t 1 < 1 _ .23 / - - 863 e = _ - - - X - - - - _ _ - .._. _- $62.73 y o� - - ,. v I f ; -. - 9 II . _ . C 62.47 r� �.. - l ; , M.E.G. - . f /,; Fr' �''! �, yy Z Z: i . I �C :.:._ .:.: w: 1 q 11 o� ,4 <.. I ' I l -- ; -o f w r <t q??,. � 0 - - -- - - - -. _ - `oo^� . e - - W r y r, b4 f .. _ __- - -._ o 862 82 x a� t e r C.O.w c3 �, $62: cS.: 1 862.24 _...__._ - -. - -_- -. _ -_- - I t u., r 862.32 = 59.32 - - - -- 2. 2 r o - o w -� 861.74 INV 8 - I r, _ -T� K S / '' k :,w' f Y< o M.E.G. _ � I _ _ - - j/ - - y �? a � - - - 863.05 - i ,' I- :< -' - - _ - - - - Fy / ti 0�• 1 _ 1 �I t := I 862.55 / 00 0 0 _ C.O. I o { I e _.... -_ __.... ._...__ ... - - -.- - ° / o `L - - - _ - : .._ : i I M.E.G. / k A. � , •6q INV. = 858.88 ,o ti� ti 6�. I - -- - - -- �/ _ - 1 \ /, t- i � I o� �` :. 0 5 LANDSCAPE X ,:. �/ l• ( I 10' �_ `� _.:_ . . -_ -_ __ o o - - -- �o _ - _ - - -- 62.$2 -�_I _- 1 - - - MErJER STORES LP ,off I Q X ! X I / `< , '•.,� _ 863.10 863.10 . ,,,- - _ _.._ I I f 862.32; :, '. , ,- o - �/ ( / \. __ T___ �� - F x: _ o ��T. 200 000� o % 011 / >,. ___ ✓f y f - - - - - P / : _ - = III ; - / / / <'' RES ° - - Y. Xoo� _ ._. I -_ ... TAURANT o0 1 ,° I'I w ' / ' <- : ' `` r z 2 409 +/- SF. 00. '' . _ _ N % / •f 4t ` / Y'`' ` 861.17 __ - X ` I;I x,r.. 861.4 860.89...__ �, - - _ - - - -- - _. r< fiJ 863.10 ,.I f. _ z I i / / ,. , r _ t M { s I T:. _ ... I- __ _ a i _ i � <'`.j r �,- . r �'° a - .. __. - . _ I . _ .. I - - - - - - - I I I,/ Q Q I 1 - - / x.0,4 %: =4 0 - _ .._. _- _ _ Z v f /. Q Q I ¢ uJ X `�-1► `y sow O D� �0 ��j� / ' 0 / - ,_ -. I TC- 864.89 Q) INV(NE)- 851.39 INV(E 10 "PVC)- 851.29 WV(S)- 851.14 IN V(N)- 851.29 INV(W)- 851.29 i U wn Eel 3.8' CONC. SIDEWALK U-) V ! z Z W ( ( _ �0� ,, 0_-�, / - - - - R _..__- _ _ ._-- _....__ _ - - - - - I If 1 .y.'`..vr , / 4 4 .r 861.60 ..r RETAIL I I . II F E 1,997 +/- SF. 863.10 1 I 861.10 _ ti° �� lt� 11 11 Iii t t I::::::: / I 041, - -- -- f rf� - p `L1 ` m ,�,� _�� . . I L7� FFE - 863.10 ti� �0�� __...... ��1 -- - - -- X0o1 __ _- - - - -! - -- �0 III III 11�c,.l POINT OF BEGI NING NW CORNER OF L.OT 1 CARMEL DRIVE SHO PES "MILLER" REBAR F UND F 860.37 ��._ - - _.. i i , I _ _ - - 3 _ - �,� 61.29?- o_ �o.: -�� oo _ _ _ _ . , 1 1 4� - °,' o oa o 1 . - - - - -. - o X - - - I III W P'c� I 1 o �� - o 6x.79 860.85 00° o�� ss- - _ - - -- jj I °� 1 ^� `� S 1 .1 :z - -- R> - -- 860.60 860.38 - - - ` = _ - - - - - 0 k 0 �k 0 T `� �j__ -r -I - T E 6p`L� - I� `�. ~c �O�O -_6 - ME4JV_- ---- - - - - -- -- -- - I- '..... - - - -- r -- -- - 00 p vIII o I - -- .._ -C.O. %� T � 60.7 0.72 - 860.53 __ - - - -- - - - -- I _ e - INV. = 858.74 0 1� _ # t 1' W x L• ¢ ; c �'� - 860.38 0 0 o -- 1 ��; U ( 860.64 -8 �c�. o o�O - - - I -- -- _ _ 8p 4G rQ � �6 00 - - - , I 1 _ _ _ i , „ > WQo�S'� -5- - _ 860.64 / 88'0' . , - -,�� - -. _ - - , . w Ill 861.29 S89 49 53 W 212.27 8 5 / / 860.36 1 �� i Oko,� 1 I ____ - ~ ~` ~._ 1 EXISTING STORM INLET o / �6' � o ° o _ 1 „ 1 0.0 - ro r- = 't .. ._ _ . i °• .. I _.__.. -- u o o V 2 II I I , - > - _ - _ oo� - 1. oo INTERNALR ELEV, - .._._... - _ _ 5 1. - o l - ©' �2 w 85 0 t - Q ` - _- ...5 4 6 76 °� , °. �.r__.._..- , j X r r I �° �� i ��ca o6 861.80 X0 861.28 X NW INVN: 857.83 X _ _... �_....�" ..,. _... �.._ Y �o- ( k�._ . -_ _ 86 0 M.E.G. �,G. cc�� ° p 861.35 �`� `L 01 `OHO - 'ol I X I `t ,06° _ _ - - _ - �0 W I NV OUT: 854.13 / / 8 0 °° -, - M• - W INV IN: 853.90 I , , - 858.61 / Ssa1° ,.hod h i _M (,-,: �/ j , �e .___ _. POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. DISCHARGE SUMMARY PEAK DISCHARGE CFS RETURN PERIOD PRE - DEVELOPED POST - DEVELOPED 10 YR. 4.44 3.84 100 YR. 1 6.61 5.73 NET SITE ACREAGE MINUS ROW 0.853 ACRES OFF -SITE ACREAGE 0.172 ACRES DETENTION VOLUME REQUIRED - DETENTION VOLUME PROVIDED I - NOTE: OFFSITE DETENTION PROVIDED EXISTING POST TIME OF CONCENTRATION -15 MIN MEIJER DEVELOPMENT POST RUNOFF COEFFICIENT - (0.736) 8 T I 6 I 5 10 0 0.50% MINIMUM O2 RCP CLASS IV PIPE 3 RCP CLASS III PIPE 4 WATER QUALITY UNIT, AQUASWIRL AS -5, REFER TO SHEET C203 (�) NOT USED OSWALE WITH SUBSURFACE DRAINAGE TILE. REFER TO DETAIL ON SHEET C203 O7 NOT USED O4" SPIDER DRAINS PER DETAIL ON C203. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT -OF -WAY. 4 2 1 1 GENERAL GRADING NOTES: o 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, 1995 00 Q EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ;:3 "p z ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT Z � �D o OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. � cd 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER 0 � APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS •� � cn SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED bap 0 � 00 SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH U 0-+ ­' O �t W TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND O �' w FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER `.4 • �--� U x ASTM D -1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE j cV M 3 REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. Z Lt z �t V) � 3. MAXIMUM LAWN SLOPE IS 3:1. in oo � 00 x 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, = - - - z ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN •M - O l- O r- J ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, G '-' O '-' M oo M a Q THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY ' 4 `-' COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 8. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. cn 0) 9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR ,� WORKER SAFETY. PRIOR TO THE START OF CONSTRUCTION. „�/ 10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES w IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH _ �� � THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF z W U 11. EARTH. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO - W r_, w _ a) r_ TEST FOR AND CORRECT ANY PONDING CONDITIONS. ' L 12. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN C) Q VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH � _ TRANSITIONS. 0 13. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A 11-41 � 0 PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENT, STATE . � U NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO cn _0 REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. ©©E3 � � 14. CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'S 4 J REPRESENTATIVE, AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR CLEARING C LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALATION O W fu LIMITS AND CUT /FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVED LANDSCAPE PLAN, THEN J CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTO COMPLIANCE WITH APPROVED LANDSCAPE PLAN. 15. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED AND CONNECTED TO NEW o, STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE � N "� IMMEDIATLEY BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER SO THAT CLARIFICATION OR REDESIGN MAY o Q � r o OCCUR. z o w o Q o o 17. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. E- N d CD w °' °' w - o 18. ALL STORM PIPES ARE TO REMAIN PRIVATE W z o U w 0 19. ALL EXISTING STORM STRUCTURES TO BE CORE DRILLED FOR NEW PIPE CONNECTIONS. ° � � w a x � P, A A I A I U A FLOODPLAIN NOTE ONE HUNDRED (100) YEAR FLOODPLAIN, FLOODWAY FRINGE OR FLOODWAYS DO NOT EXIST ONSITE. EXISTING AREAS PERVIOUS = 0.058 C. IMPERVIOUS = 0.795 AC. PROPOSED AREAS PERVIOUS = 0.267 AC. IMPERVIOUS = 0.586 AC. % IMPERVIOUS = 69% (BASED ACREAGE OF 0.853 AC DISTURBED) 2 LEGEND F w FH# ► = EXIST. FIRE HYDRANT A WM• O �>< = EXIST. WATER METER /VALVE 8 = EXIST. SIGN Q = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ®GM 0 © = EXIST. GAS METER " ® = EXIST. GAS VALVE a) ® 8 ® = EXIST. STORM INLET O e = EXIST. STORM /SAN. /TELE. MANHOLE EM® ® ® = EXIST. ELECTRIC METER ® 0 /(E� 0-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT GA C 1 = EXIST. GUY ANCHOR T. Ped ® 0 = EXIST. TELEPHONE PEDESTAL L4 nc = HVAC UNIT U) CO ■ = EXIST. CLEANOUT A OMB = MAILBOX d = EXIST. LIGHT U) Ba = EXIST. BOLLARD p = EXIST. SANITARY SEWER LINE m = _ _ _ _ = = EXIST. STORM SEWER LINE w a - - - 692- -- - - = EXIST. CONTOURS E-;"-1 = CONCRETE END SECTION (C.E.S.) `\ \ \ \ \ \lllllllll /! / / /// i O`� ow = GATE POST ``��\ .... G \ST ,,�• - -- = RIGHT -OF -WAY LINE "1 - - - - - = PROPOSED SANITARY SEWER LINE �� • PROPOSED STORM SEWER LINE 1 J 2 = STM = PROPOSED HDPE ROOF DRAIN r- ,p ,44 OF 0 = PROPOSED PIPE BOLLARD .i -IV . -• P.•'•, O = PROPOSED MANHOLE P4 1r S/O.NA1. �G PROPOSED CONTOURS � �// \ \\ 1- ////l111111111 \ \\ 894.50 = PROPOSED ELEVATION DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE JAMES K. SHINNEMAN P.E. 10200392 F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE CPP = CORRUGATED PLASTIC PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB - SURFACE DRAINAGE TOC = TOP OF CURB U GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE � - - - - = CONSTRUCTION LIMITS `_' Q4 = EMERGENCY ROUTING � r3 d H w O5 F-4 Qt4 r__� o d O � F4 � � � E2 W ti � �_i U W - w � F2 C4 �/ .: W z W z W I4 a' z 0 O r--, _<11 U O © � r U ® - C o W �� 4 -- = o Q W a/ � 9 �c., Know what's below. a <� w Call before you dig. a U � ° Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 " = 20' PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 0 lo 20 40 DAYS BEFORE COMMENCING WORK. 1 3 0 V 0 3 0 U O Lc) N 0 N LI v= i g NZ �o ° Z E � w v N wz� 0 N O J O N C�, 3 o�oo r V V c) c) o \LLJ o (D LLJo prm- 0 Q) 0 U Fal 0 UK E -- - _ L J M. 7 X 5 4 3 a * PROJECT LOCATION 7 Ld w Br w cn EROSION CONTROL SPECIFICATIONS: Q Q LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. J cn z _..R z w CrA O PARKING LOT DRVE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE > w CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE » 0 CONSULTED IN THE EVENT THIS HAPPENS. 0 �00�c 2) TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS to N OF 15 DAYS. �O �c O uj 3) PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED O U con 0000 GRADE. a � v� d- 4) PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL to � EROSION. 6 l— O l— < 5) ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CD cd 0 CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. CD � w ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR x E EFFECTIVENESS. 6) IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7) DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8) THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. 9) IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO Fi-1 OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Zj PRIOR TO ANY CONSTRUCTION ACTIVITY.. 10) FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. V SOIL STABILIZATION Q ©Q �J METHOD JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.... PERMANENT A � ��2q �T � SEEDING w - — _ _. r _ jigs _i_ r..: . 1 • r ' a L, i t _ -_ . CONSTRUCTION -- LIMITS„ r = i' _ _ __ i - -__,- -_ - - - : r X -•w } rr a * PROJECT LOCATION 7 Ld w Br w cn EROSION CONTROL SPECIFICATIONS: Q Q LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. J cn z <:B r z w CrA O PARKING LOT DRVE YKUJEC;'1' LU(;A'1'lUN SOILS MAP 8 1 7 SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CrA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. 6 I 5 LEGEND 2 1 1 IP - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - EROSION CONTROL BLANKET - USE S150BN BIO -NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL • - PERMANENT SEEDING - USE PLANTING CHART AND REFER TO NOTE 1, EROSION CONTROL NOTES. * — SITE DISCHARGE POINT (BY OTHERS) LAND DESCRIPTION: DORMANT B SEEDING B �� C D SEEDING TEMPORARY E---- SODDING F * *- MULCHING G A = KENTUCKY BLUEGRASS* 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS* 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. SEASONAL SOIL PROTECTION CHART WARNING THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. DISTURBED ACREAGE _ 0.853E AC. CONTACT CT PERSON SON F OR EROSION ON UUN 1 KUL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846 -6611 FAX: (317) 843 -0546 EMAIL: SHINNEMANJ ©WEIHE.NET CONTACT PERSON: JAMIE SHINNEMAN -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. -NOTE- O [-1 EROSION CONTROL SPECIFICATIONS: oc LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. z Ci 1) THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE O N CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE > w CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE » 0 CONSULTED IN THE EVENT THIS HAPPENS. 0 �00�c 2) TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS to N OF 15 DAYS. �O �c O uj 3) PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED O U con 0000 GRADE. a � v� d- 4) PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL to � EROSION. 6 l— O l— < 5) ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CD cd 0 CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. CD � w ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR x E EFFECTIVENESS. 6) IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7) DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8) THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. 9) IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO Fi-1 OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Zj PRIOR TO ANY CONSTRUCTION ACTIVITY.. 10) FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. V SOIL STABILIZATION Q ©Q �J METHOD JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.... PERMANENT A � ��2q �T � SEEDING w IP - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - EROSION CONTROL BLANKET - USE S150BN BIO -NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL • - PERMANENT SEEDING - USE PLANTING CHART AND REFER TO NOTE 1, EROSION CONTROL NOTES. * — SITE DISCHARGE POINT (BY OTHERS) LAND DESCRIPTION: DORMANT B SEEDING B �� C D SEEDING TEMPORARY E---- SODDING F * *- MULCHING G A = KENTUCKY BLUEGRASS* 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS* 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. SEASONAL SOIL PROTECTION CHART WARNING THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. DISTURBED ACREAGE _ 0.853E AC. CONTACT CT PERSON SON F OR EROSION ON UUN 1 KUL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846 -6611 FAX: (317) 843 -0546 EMAIL: SHINNEMANJ ©WEIHE.NET CONTACT PERSON: JAMIE SHINNEMAN -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. -NOTE- C =3 � U W = _c L U Q C CL .a) U U) cu 0 J J 3 [-1 LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. z Ci O N 0 Z w » 0 Ln Z 0 `' �00�c U �--� O W N N �r �O �c O uj x 0000 z^ � v� d- z 00 "t 00 x � - -- z l— O l— < CD 0 M 00 rn Q o C =3 � U W = _c L U Q C CL .a) U U) cu 0 J J w F A w >n A z d z 0 U) w S K SHIN � � I ` 777 I 9 2 OF DIAN.. i E 0 NA L JAMES K. SFUNNEMAN P.E. 10200392 3 [-1 LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. I"n Ci — + N 0 Z w 0 Ln Z 0 `' W v U W N N �r 0000 z^ z x � 0 o w x E w F A w >n A z d z 0 U) w S K SHIN � � I ` 777 I 9 2 OF DIAN.. i E 0 NA L JAMES K. SFUNNEMAN P.E. 10200392 NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. o EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND n N [-1 LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. I"n �W — + U Z w � o 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. ti ' NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. o EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND w [-1 LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. I"n 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES ADJACENT TO CONSTRUCTION. w Z w � o 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. ' PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID QUARTER QUARTER SECTION, THENCE ALONG THE WEST LINE THEREOF NORTH 00 DEGREES 26 MINUTES 20 SECONDS WEST (ASSUMED BASIS OF BEARINGS) 567.50 FEET; THENCE NORTH 80 DEGREES 26 MINUTES 16 SECONDS EAST 201.86 FEET TO THE POINT OF BEGINNING; THENCE NORTH 80 DEGREES 26 MINUTES 16 SECONDS EAST 168.28 FEET; THENCE NORTH 68 DEGREES 28 MINUTES 13 SECONDS EAST 248.58 FEET TO A POINT ON CURVE CONCAVE NORTHEASTERLY THE RADIUS OF WHICH BEARS NORTH 68 DEGREES 56 MINUTES 23 SECONDS EAST 228477.12 FEET, SAID POINT ALSO BEING THE RIGHT -OF -WAY LINE FOR US -421 PER INSTRUMENT NO. 2000 - 06883; THENCE SOUTHWESTERLY ALONG SAID CURVE 157.09 FEET THROUGH A CENTRAL ANGLE 00 DEGREES 02 MINUTES 22 SECONDS; THENCE SOUTH 68 DEGREES 28 MINUTES 13 SECONDS WEST 239.53 FEET; THENCE SOUTH 21 DEGREES 31 MINUTES 47 SECONDS EAST 47.92 FEET; THENCE SOUTH 68 DEGREES 28 MINUTES 13 SECONDS WEST 172.44 FEET; THENCE NORTH 21 DEGREES 31 MINUTES 47 SECONDS WEST 239.89 FEET TO THE POINT OF BEGINNING; CONTAINING 1.734 ACRES, MORE OR LESS. 4 1 3 cn �D CO a W � o C 0 42 U w O � Know what's below. a Call before you di . a Y g U Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. C 1 04 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 0 10 20 40 DAYS BEFORE COMMENCING WORK. 2 1 10 1 9 THE CONSTRUCTION SHALL CONSIST OF A NEW RETAIL /RESTAURANT OUTLOT BUILDING, ASPHALT PAVEMENT, CONCRETE PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS, AND ASSOCIATED UTILITIES. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION SEQUENCE: A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. A PRE - CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT (317)- 571 -2441 MUST BE HELD BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. 2. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 3. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED AT ENTRANCE SHOWN ON SHEET C101. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. APRE- CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. C. CONSTRUCTION ACCESS DRIVE - EXISTING PAVEMENT ENTRANCE UTILIZED AS SHOWN ON PLAN SHEET C101. (7) D. PERIMETER EROSION CONTROL - SILT DIKE TO BE PLACED ON EAST, SOUTH AND NORTH AS SHOWN ON SHEET C101. E. INSTALL TEMPORARY SEDIMENT TRAPS IN EXISTING INLETS AND BEEHIVE STRUCTURES IN EXISTING PARKING LOT AS SHOWN ON PLAN SHEET C101. F. DEMOLITION - REMOVE ASPHALT AND CURB AND DISPOSE OF OFFSITE IN AN APPROVED LOCATION. G. ROUGH GRADE SITE, IF LEFT UNDISTURBED FOR MORE THAN 15 DAYS, TEMPORARY SEED PER DETAIL ON SHEET C201. H. SANITARY SEWER - INSTALLATION OF GRAVITY SEWER LATERAL SHALL BEGIN. I. STORM SEWER - UNDERDRAINS SHALL BE CONSTRUCTED AS SHOWN ON SHEET C105. INSTALL AQUASWIRL UNIT ON EXISTING MANHOLE AS INDICATED ON SHEET C105. J. INSTALL BUILDING, ROUGH UTILITIES, IE. AND FOUNDATION AS PER ARCHITECTURAL PLAN REQUIREMENTS K UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. L. PAVEMENT - LIME STABILIZATION (IF NEEDED) INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. M. FINISH GRADING - FINISH GRADING. SEEDING REQUIREMENTS TO BE COMPLETED EXCEPT IN AREAS THAT ARE LANDSCAPING, REFER TO SHEET L101 FOR LANDSCAPING. INSTALL COCONUT MAT OVER INLETS. N. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REMOVE CONSTRUCTION ENTRANCE, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. 0. FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. P. PERMANENT SEED ALL AREAS OF DISTURBANCE. SWPPP FOR CONSTRUCTION SITES 1 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090040 2 IDENTIFICATION OF ALL RECEIVING WATERS - CITY OF CARMEL STORM SEWERS, CARMEL CREEK TO WHITE RIVER. 3 PRE - CONSTRUCTION AND POST- CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE 4.44 CFS, Q10 POST 3.84 CFS 4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - STORMWATER WILL BE DIRECTED TO EXISTING STORM MANHOLES WHICH ARE CURRENTLY PAVED AREA INLETS IN THE MEIJER DEVELOPMENT. THE EXISTING STORM SEWERS DRAIN SOUTH. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ENCLOSED STORM SEWERS. 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BOTTOM LEFT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C104. 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES - -° A. LOCATION - SEE SHEET C101 AND C104. EACH INLET WILL HAVE TEMPORARY SEDIMENT TRAPS WITH OVERFLOW THROUGHOUT CONSTRUCTION. B. DIMENSION - SEE SHEET C201 FOR TEMPORARY INLET PROTECTION C. DETAILED SPECIFICATIONS - SEE SHEET C201, C203 AND C204 D. CONSTRUCTION DETAILS - SEE SHEET C201, C203 AND C204 E. MONITOR AND MAINTENANCE GUIDELINES - SEE 0 &M MANUAL AND THIS SHEET. NOTE: AS REQUIRED IN "RULE 5," SELF - MONITORING INSPECTIONS TO BE COMPLETED AT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS OR THE NEXT BUSINESS DAY OF I" RAIN OR GREATER BY A QUALIFIED INSPECTOR. INSPECTIONS MUST BE RETAINED FOR RECORDS THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A REQUEST FROM A REGULATING AUTHORITY. 9 GENERAL CONSTRUCTION SEQUENCE -SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS -N /A 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - N /A. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2 -6 -1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET U POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH -OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON -SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. 8 1 7 SWPPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - THIS SITE IS A PROPOSED RETAIL /RESTAURANT. POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; THERE IS A HIGH POTENTIAL FOR FUELS, OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST- CONSTRUCTION STORMWATER QUALITY MEASURES - A. LOCATION - SEE SHEET C105. AQUA -SWIRL AS -5 WILL BE UTILIZED FOR WATER QUALITY. B. DIMENSIONS - SEE SHEET C203 AND C204 C. SIZING CALCULATIONS - SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS - SEE SHEET C203 AND C204 E. CONSTRUCTION DETAILS - SEE SHEET C203 AND C204 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION -SEE CONSTRUCTION SEQUENCE, C104A 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C104. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO EXISTING OFFSITE WET DETENTION. AN AQUA -SWIRL WATER QUALITY STRUCTURE WILL TREAT 1" EVENT VIA DIVERSION IN EXISTING MANHOLE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST - CONSTRUCTION STORMWATER QUALITY MEASURES- SEE ATTACHED 0 &M MAINTENANCE GUIDELINES FOR THE AQUA -SWIRL AS -5 UNIT ARE INDICATED IN THE 0 &M MANUAL PROVIDED AND THE FOLLOWING. During Construction: INSPECT THE AQUASWIRL EVERY THREE MONTHS (MINIMUM) AND CLEAN THE SYSTEM AS NEEDED. THE AQUASWIRL SHOULD BE INSPECTED AND CLEANED AT THE END OF CONSTRUCTION REGARDLESS OF WHETHER IT HAS REACHED ITS SEDIMENT OR OIL STORAGE CAPACITY. First Year Post — Construction INSPECT THE AQUASWIRL EVERY SIX MONTHS AND CLEAN THE SYSTEM AS NEEDED. INSPECT AND CLEAN THE SYSTEM AT LEAST ONCE BI- ANNUALLY REGARDLESS OF WHETHER IT HAS REACHED ITS SEDIMENT OR FLOATABLE POLLUTANT STORAGE CAPACITY. Second and Subsequent Years Post — Construction IF THE AQUASWIRL DID NOT REACH FULL SEDIMENT OR FLOATABLE POLLUTANT CAPACITY IN THE FIRST YEAR POST- CONSTRUCTION, THE SYSTEM CAN BE INSPECTED ONCE ANNUALLY AND CLEANED AS NEED OR BI- ANNUALLY AT A MINIMUM. IF THE AQUASWIRL REACHED FULL SEDIMENT OR FLOATABLE POLLUTANT CAPACITY IN LESS THAN 12 MONTHS IN THE FIRST YEAR POST- CONSTRUCTION, THE SYSTEM SHOULD BE INSPECTED ONCE EVERY SIX MONTHS AND CLEANED AS NEEDED. THE AQUASWIRL SHOULD BE CLEANED AT LEAST BI- ANNUALLY REGARDLESS OF WHETHER IT REACHES ITS SEDIMENT OR FLOATABLE POLLUTANT CAPACITY. Bypass Structures: BYPASS STRUCTURES SHOULD BE INSPECTED WHENEVER THE AQUASWIRL IS INSPECTED AND MAINTAINED AS NEEDED. SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS 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. 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 BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE- FUELIING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED 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 CONSTRUCTION MANAGER'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 ONSITE 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 CONTAINER, 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 MEASURE SHOWN ON THE SUBJECT PROJECT 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 ON THE 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 REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS 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 ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER 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 MAINTENANCE AND REFUELING 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 WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. 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 PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. 8 1 7 11 5 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2 -6.1 -1 APPLICABILITY AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN -UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -2 SPECIAL AREAS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- -18 -17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID - SOUTHERN PART OF THE STATE IS A KARST REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U.S.C. 30OH -3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1- 888 - 233 -7745 FOR IN -STATE CALLS (TOLL FREE), (317) 233 -7745 FOR OUT -OF -STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625- I R- 327080419ACA) 327 IAC 2 -6.1 -3 EXCLUSIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY -FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -4 DEFINITIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- 18 -17; IC 14- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13- 11- 2- 17(D), IC 13- 11- 2- 35(A), IC 13-11-2-51, IC 13- 11- 2- 158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13 -11 -2 -265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14- 25- 7- 13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14- 25 -7 -15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT -OF -WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; SECTION I EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM CARMEL FIRE DEPARTMENT CARMEL POLICE DEPARTMENT INDIANA DEPT. OF NATURAL RESOURCES INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT HAMILTON COUNTY COUNTY SOIL AND WATER CITY OF CARMEL ENGINEERING 6 1 5 911 317 - 571 -2600 317 - 571 -2500 812- 477 -8773 317 - 233 -7745 317 - 773 -1406 317- 571 -2441 4 1 3 IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (1 1) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON -SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (1 5) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (1 6) "SPILL RESPONSE ", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (1 7) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (1) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS ", AS DEFINED IN IC 13 -11 -2 -265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF- STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1.738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8 -4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES wHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY -FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (1) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2- 1 -2(3), EXCLUDING LAKE MICHIGAN; (II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2- 13(A)(6) [SIC., 327 IAC 2- 1- 3(A)(6)] AND 327 IAC 2 -1 -1 1(B); (III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2- 1- 6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY -FIVE (55) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1 1) OF THIS RULE. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (11) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1 1) OF THIS RULE. (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR 4 1 z J 2 C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219 -IR- 327070553 BFA) 327 IAC 2 -6.1 -7 REPORTABLE SPILLS; RESPONSIBILITIES AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13-11-2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1- 888 - 233 -7745 FOR IN -STATE CALLS (TOLL FREE), (317) 233 -7745 FOR OUT -OF -STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66 -30), 2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219 -1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061 1 01- IR- 327060497ACA; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625- IR- 327080419ACA) 327 IAC 2 -6.1 -8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13-11-2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 1 0 FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR 04 MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF -SITE AT FACILITIES THAT ARE DESIGNED N N TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. Q IN CASE OF A SPILL, APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE C -0) FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE U VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF 0 -0 SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. q C EMERGENCY RESPONSE NUMBERS: M RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 " CARMEL FIRE DEPARTMENT: (317) 571 -2600 )-� CARMEL POLICE DEPARTMENT: (317) 571 -2500 E N INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477 -8773 v; IDEM SPILL RESPONSE CENTER: (317) 233 -7745 Off© NATIONAL RESPONSE CENTER (800)- 424 -8802 U) CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND a COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN r-+ O "t REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED r4 CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. a, THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE N L %° SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL U, REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER � U SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE ° N PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT ° FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. w o 0 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION � z .� � FOR THE PROJECT SITE w o SEE THIS SHEET FOR INFORMATION N U-) 15 CURRENT REVISION DATE ON ALL SHEETS o o N d Q� SEE TITLE BLOCK 3 - -- a � Lj _ ® o� o 0 i cr I " so °;_ a o W w M zN Ljm c 0 = ¢nwr Q O w O X500- .. Know what's below. a .e4 10 I g w a U � 8 1 7 SWPPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - THIS SITE IS A PROPOSED RETAIL /RESTAURANT. POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; THERE IS A HIGH POTENTIAL FOR FUELS, OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST- CONSTRUCTION STORMWATER QUALITY MEASURES - A. LOCATION - SEE SHEET C105. AQUA -SWIRL AS -5 WILL BE UTILIZED FOR WATER QUALITY. B. DIMENSIONS - SEE SHEET C203 AND C204 C. SIZING CALCULATIONS - SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS - SEE SHEET C203 AND C204 E. CONSTRUCTION DETAILS - SEE SHEET C203 AND C204 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION -SEE CONSTRUCTION SEQUENCE, C104A 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C104. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO EXISTING OFFSITE WET DETENTION. AN AQUA -SWIRL WATER QUALITY STRUCTURE WILL TREAT 1" EVENT VIA DIVERSION IN EXISTING MANHOLE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST - CONSTRUCTION STORMWATER QUALITY MEASURES- SEE ATTACHED 0 &M MAINTENANCE GUIDELINES FOR THE AQUA -SWIRL AS -5 UNIT ARE INDICATED IN THE 0 &M MANUAL PROVIDED AND THE FOLLOWING. During Construction: INSPECT THE AQUASWIRL EVERY THREE MONTHS (MINIMUM) AND CLEAN THE SYSTEM AS NEEDED. THE AQUASWIRL SHOULD BE INSPECTED AND CLEANED AT THE END OF CONSTRUCTION REGARDLESS OF WHETHER IT HAS REACHED ITS SEDIMENT OR OIL STORAGE CAPACITY. First Year Post — Construction INSPECT THE AQUASWIRL EVERY SIX MONTHS AND CLEAN THE SYSTEM AS NEEDED. INSPECT AND CLEAN THE SYSTEM AT LEAST ONCE BI- ANNUALLY REGARDLESS OF WHETHER IT HAS REACHED ITS SEDIMENT OR FLOATABLE POLLUTANT STORAGE CAPACITY. Second and Subsequent Years Post — Construction IF THE AQUASWIRL DID NOT REACH FULL SEDIMENT OR FLOATABLE POLLUTANT CAPACITY IN THE FIRST YEAR POST- CONSTRUCTION, THE SYSTEM CAN BE INSPECTED ONCE ANNUALLY AND CLEANED AS NEED OR BI- ANNUALLY AT A MINIMUM. IF THE AQUASWIRL REACHED FULL SEDIMENT OR FLOATABLE POLLUTANT CAPACITY IN LESS THAN 12 MONTHS IN THE FIRST YEAR POST- CONSTRUCTION, THE SYSTEM SHOULD BE INSPECTED ONCE EVERY SIX MONTHS AND CLEANED AS NEEDED. THE AQUASWIRL SHOULD BE CLEANED AT LEAST BI- ANNUALLY REGARDLESS OF WHETHER IT REACHES ITS SEDIMENT OR FLOATABLE POLLUTANT CAPACITY. Bypass Structures: BYPASS STRUCTURES SHOULD BE INSPECTED WHENEVER THE AQUASWIRL IS INSPECTED AND MAINTAINED AS NEEDED. SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS 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. 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 BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE- FUELIING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED 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 CONSTRUCTION MANAGER'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 ONSITE 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 CONTAINER, 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 MEASURE SHOWN ON THE SUBJECT PROJECT 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 ON THE 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 REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS 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 ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER 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 MAINTENANCE AND REFUELING 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 WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. 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 PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. 8 1 7 11 5 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2 -6.1 -1 APPLICABILITY AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN -UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -2 SPECIAL AREAS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- -18 -17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID - SOUTHERN PART OF THE STATE IS A KARST REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U.S.C. 30OH -3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1- 888 - 233 -7745 FOR IN -STATE CALLS (TOLL FREE), (317) 233 -7745 FOR OUT -OF -STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625- I R- 327080419ACA) 327 IAC 2 -6.1 -3 EXCLUSIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY -FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -4 DEFINITIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- 18 -17; IC 14- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13- 11- 2- 17(D), IC 13- 11- 2- 35(A), IC 13-11-2-51, IC 13- 11- 2- 158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13 -11 -2 -265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14- 25- 7- 13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14- 25 -7 -15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT -OF -WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; SECTION I EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM CARMEL FIRE DEPARTMENT CARMEL POLICE DEPARTMENT INDIANA DEPT. OF NATURAL RESOURCES INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT HAMILTON COUNTY COUNTY SOIL AND WATER CITY OF CARMEL ENGINEERING 6 1 5 911 317 - 571 -2600 317 - 571 -2500 812- 477 -8773 317 - 233 -7745 317 - 773 -1406 317- 571 -2441 4 1 3 IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (1 1) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON -SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (1 5) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (1 6) "SPILL RESPONSE ", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (1 7) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (1) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS ", AS DEFINED IN IC 13 -11 -2 -265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF- STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1.738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8 -4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES wHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY -FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (1) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2- 1 -2(3), EXCLUDING LAKE MICHIGAN; (II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2- 13(A)(6) [SIC., 327 IAC 2- 1- 3(A)(6)] AND 327 IAC 2 -1 -1 1(B); (III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2- 1- 6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY -FIVE (55) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1 1) OF THIS RULE. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (11) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1 1) OF THIS RULE. (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR 4 1 z J 2 C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219 -IR- 327070553 BFA) 327 IAC 2 -6.1 -7 REPORTABLE SPILLS; RESPONSIBILITIES AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13-11-2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1- 888 - 233 -7745 FOR IN -STATE CALLS (TOLL FREE), (317) 233 -7745 FOR OUT -OF -STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66 -30), 2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219 -1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061 1 01- IR- 327060497ACA; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625- IR- 327080419ACA) 327 IAC 2 -6.1 -8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 327 IAC 2 -6.1 -9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13- 14 -8 -7 AFFECTED: IC 13-11-2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2- 6.1 -9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219- IR- 327070553BFA) 1 0 3 7 04 00 04 N N N Q W C -0) :3 U U W 0 = q C �j M L Q " m )-� E N rr�� Q.J v; t6 U _0 Off© O U) co L....j z r-+ O "t W r4 11%0 N11 tr) a, p vn `0 110 0 w U, 1 I 1 x • � j `0Nen 3 m 0 Itt Ln Ill- A Q 00 Ict 00 z O .CI = — U O O 0 ,--4 p ,--, a ® ,� W m w F cc A m w a U) m Q z C4 U) z 0 m w X & \\\\�������,III�I�►,,,,//i 0 1,S K. S Hlly �;, �G = 2 = •o ,� OF W, -­ ,�� S�ONAL �� ���`� JAMES K. SHINNEMAN P.E. 10200392 N q 3 7 cm 04 'C N N W C -0) :3 U 1 W c: W = .> = q C �j U L Q U I__ *I c E N rr�� Q.J .(D - t6 U _0 Off© O U) co L....j z 0 C J �W v° ca ¢ w H m w F cc A m w a U) m Q z C4 U) z 0 m w X & \\\\�������,III�I�►,,,,//i 0 1,S K. S Hlly �;, �G = 2 = •o ,� OF W, -­ ,�� S�ONAL �� ���`� JAMES K. SHINNEMAN P.E. 10200392 N q 3 7 N a O N r- � U q C o 0 O 3 �Q) U a m CU E N � W ai A— O w� z`i z U) z x � 0 v° ¢ w H P4 P. Q o A Q U Q m w F cc A m w a U) m Q z C4 U) z 0 m w X & \\\\�������,III�I�►,,,,//i 0 1,S K. S Hlly �;, �G = 2 = •o ,� OF W, -­ ,�� S�ONAL �� ���`� JAMES K. SHINNEMAN P.E. 10200392 N q CA z C U U W p-ol i7_1 O5 i._I U ° H o z P W � 5. EI a Cw �! M F"0 W W a 00 C P-4 P4 g W F-4 Q U 0 0 0 H cn a 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. C104A IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0507 2 I I Q) 0 U 0 H W � O q C W ­:7� W � H W �5 �� I � P4 W > W © O O O ® ,� W a o W w Q4 Q O w O Know what's below. a .e4 Call before you dig. w a U � Within Indiana all SHEET NO. CA z C U U W p-ol i7_1 O5 i._I U ° H o z P W � 5. EI a Cw �! M F"0 W W a 00 C P-4 P4 g W F-4 Q U 0 0 0 H cn a 811 or 800 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26. C104A IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0507 2 I I Q) 0 U 0 Lft N Lei TC- 866.06 INV(W)- 861.06 INV(S)- 859.91 TC- 864.89 INV(NE)- 851 .39 INV(E 10 "PVC)- 851.29 INV(S)- 851.14 INV(N)- 851.29 INV(W)- 851.29 w L w/�// LL F__ C J Q z cn z z w r2 i II --- W 6T-1 q -- - -- ? 4 r f ST4 , r IIX, ✓ s - \ . i x y /� �� y` �. � ✓f yf j \ f" l t i / �, x. XI-;N f k ti� t hr ____ _ { t .3f - ST4 -- - WQ AS -5 a ST2 G1 __ - - - -- EXISTING STORM INLET -----........-- - INTERNAL WIER ELEV: 69' OF 8" NW INV IN: 857.83 Q/ C.O. NON- PERFORATED PVC W INV OUT: 854.13 INV. = 858.61 ® 0.50 SLOPE W INV IN: 853.90 00/ G G G G G G G G / T( - 859.93 / c INV(E)- 856.43 C —� TC- 859.76 / / INV ��G / INV(S)- 853.83 — INV(N)- 853.36 / / "0 G / NORTHERLY LINES OF LOT 1 IN CARMEN DRIVE SHOPPES —NOTE — RUN WATER LINE A MINIMUM OF 54" DEEP. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. U s LEGEND •c c 8 = EXIST. SIGN O N ®GM I © = EXIST. GAS METER _c CN " ® III � o O ® 8 ® = EXIST. STORM INLET K �CU U cn O E = EXIST. STORM /SAN./TELE. MANHOLE m r EM' ® ® = EXIST. ELECTRIC METER J bA •-+ 00 \O ® /' #" = EXIST. POWER POLE /POWER POLE w/ LIG p I- GENERAL NOTES: GA ( m = EXIST. GUY ANCHOR T. Ped ® D LLv c o. - — — — — - _ EXIST. STORM SEWER LINE �U Z INSTALLATION OF ALL UTILITIES. a = TRANSFORMER cl INV. = 859.32 - -- _ RIGHT -OF -WAY LINE 00 :1- 00 x 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING — = PROPOSED SANITARY SEWER LINE DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. PROPOSED STORM SEWER LINE O � 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. ST61 = PROPOSED HDPE ROOF DRAIN � M 00 rn 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH TM PROPOSED MANHOLE GAS COMPANY. W = WATER LINE 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS. G F.F.E. - GAS LINE = FINISH FLOOR ELEVATION 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. TC = TOP OF (MANHOLE / INLET) CASTING 8) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND INV RCP = INVERT (BOTTOM) ELEVATION OF (PIPE) = W DOMESTIC /FIRE LINE SERVICE. PVC REINFORCED CONCRETE PIPE = — -'"- NV. - 859.32 POLYVINYL CHLORIDE PIPE = STRUCTURE SANITARY SEWER INSTALLATION. SSD = SUB - SURFACE DRAINAGE ~ ICI 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. T(U) = TELEPHONE LINE (UNDERGROUND) 1 1) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. T E(U) = TELEPHONE LINE = ELECTRIC LINE 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR E (UNDERGROUND) = ELECTRIC LINE 7 ENTIRE RUN. CD 13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE Cl CD CD g RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY 0 14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. III 15) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. o 16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH � N ;v AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. W � N 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. O � � N O 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. N ;Z 19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER N a III SCALE: 1 " = 20' w m Z � o� \n .. - 115' OF B° 0 10 20 10 9 8 7 PERFORATED PVC @ 0.50% SLOPE Tf II III S TUB III zl Ilu� 3 VIII CO. V. 858.74 t - 3 �j W 2fi OF 8 - xoN- PCRroanrEO avc� III ' III @ 0.507 SLOPE i II --- W 6T-1 q -- - -- ? 4 r f ST4 , r IIX, ✓ s - \ . i x y /� �� y` �. � ✓f yf j \ f" l t i / �, x. XI-;N f k ti� t hr ____ _ { t .3f - ST4 -- - WQ AS -5 a ST2 G1 __ - - - -- EXISTING STORM INLET -----........-- - INTERNAL WIER ELEV: 69' OF 8" NW INV IN: 857.83 Q/ C.O. NON- PERFORATED PVC W INV OUT: 854.13 INV. = 858.61 ® 0.50 SLOPE W INV IN: 853.90 00/ G G G G G G G G / T( - 859.93 / c INV(E)- 856.43 C —� TC- 859.76 / / INV ��G / INV(S)- 853.83 — INV(N)- 853.36 / / "0 G / NORTHERLY LINES OF LOT 1 IN CARMEN DRIVE SHOPPES —NOTE — RUN WATER LINE A MINIMUM OF 54" DEEP. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. U V 1 LEGEND •c c 8 = EXIST. SIGN O N ®GM I © = EXIST. GAS METER _c CN " ® = EXIST. GAS VALVE � o O ® 8 ® = EXIST. STORM INLET K �CU U cn O E = EXIST. STORM /SAN./TELE. MANHOLE m r EM' ® ® = EXIST. ELECTRIC METER J bA •-+ 00 \O ® /' #" = EXIST. POWER POLE /POWER POLE w/ LIG p I- GENERAL NOTES: GA ( m = EXIST. GUY ANCHOR T. Ped ® D = EXIST. TELEPHONE PEDESTAL 1 THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE - — — — — - _ EXIST. STORM SEWER LINE �U Z INSTALLATION OF ALL UTILITIES. a = TRANSFORMER cl 2 PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. - -- _ RIGHT -OF -WAY LINE 00 :1- 00 x 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING — = PROPOSED SANITARY SEWER LINE DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. PROPOSED STORM SEWER LINE O � 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. ST61 = PROPOSED HDPE ROOF DRAIN � M 00 rn 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH TM PROPOSED MANHOLE GAS COMPANY. W = WATER LINE 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS. G F.F.E. - GAS LINE = FINISH FLOOR ELEVATION 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. TC = TOP OF (MANHOLE / INLET) CASTING 8) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND INV RCP = INVERT (BOTTOM) ELEVATION OF (PIPE) = DOMESTIC /FIRE LINE SERVICE. PVC REINFORCED CONCRETE PIPE = 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER / STR• POLYVINYL CHLORIDE PIPE = STRUCTURE SANITARY SEWER INSTALLATION. SSD = SUB - SURFACE DRAINAGE 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. T(U) = TELEPHONE LINE (UNDERGROUND) 1 1) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. T E(U) = TELEPHONE LINE = ELECTRIC LINE 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR E (UNDERGROUND) = ELECTRIC LINE 7 ENTIRE RUN. CD 13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE Cl CD CD RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY 0 14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 15) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. o 16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH � N ;v AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. W � N 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. O � � N O 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. N ;Z 19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER N a AND POSITIVE DRAINAGE PRESERVED. SCALE: 1 " = 20' w m Z � o� \n 0 10 20 10 9 8 7 o V 1 00 •c c � N O N W _ _c CN —Q w° � o O E-, N K �CU U cn 0®© Q m r W x J bA •-+ 00 \O J p I- w O 110 0 U �~ �U Z �r to cl 00 :1- 00 x O � � M 00 rn Q a i QI V[ W •ti A z d z 0 U) 5 w \\`\\0 \11IIIII1111/11//' O� SHIN 4t'r OF �.� .. DIAINP..' NAL X0/111 IIII►11\ JAMES K. SHINNEMAN P.E. 10200392 Q4 HT q d H � W O U C W w CO 0 z w w Z ® O O A o W ,-+ w [� Know what's below. Call before you dig. a a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� U V 1 •c c N W _ _c CN —Q w° o o �'� E-, N d� �CU U cn 0®© Q m r W x J J a i QI V[ W •ti A z d z 0 U) 5 w \\`\\0 \11IIIII1111/11//' O� SHIN 4t'r OF �.� .. DIAINP..' NAL X0/111 IIII►11\ JAMES K. SHINNEMAN P.E. 10200392 Q4 HT q d H � W O U C W w CO 0 z w w Z ® O O A o W ,-+ w [� Know what's below. Call before you dig. a a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� U 3 N CN zo w° o o �'� E-, N d� W N m N A Q z° 0 z x o - w O a i QI V[ W •ti A z d z 0 U) 5 w \\`\\0 \11IIIII1111/11//' O� SHIN 4t'r OF �.� .. DIAINP..' NAL X0/111 IIII►11\ JAMES K. SHINNEMAN P.E. 10200392 Q4 HT q d H � W O U C W w CO 0 z w w Z ® O O A o W ,-+ w [� Know what's below. Call before you dig. a a Within Indiana Call SHEET NO. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� U 0 a� U 0 3 0 N U 0 C. C. N 0 i � v Q y N a N W� n = N CD :KC 30� N o of o `a U U Lj (D } n `o� t-- °w < ;¢¢o�o J J U Li CONSTRUCTION AREA A FLOW 10 I 9 I 8 I 7 A .:. Test Method ''Va I u ( \oe Grab Tensile ASTM D 4632 APRON Puncture Strength °ra. eidal Tear ASTM D 4833 ASTM D 4533 135 lb 75 lb a • 1 • t :d, ,•d '•'.�•'. -:l: �• A. I \44" App Open S Ize (A OS) I Via' .. s•. '.. -'°. A Permit i-vit TM 4491 ` 5 sec �A' ter Floe date ASTM D 4491 200 pm/sq t Sediment emel Efficiency (�,'_ min) 4 ASTM D 735'1 82 THE STRAW BALES 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION ADHESIVE EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A NON - COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. STRAW BALE (TYP) 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. UL 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION ,. a: • 20" \iV 20" •• • ,.a METAL STAKES (TYP) - 2 PER BALE CONCRETE WA S1401 TT p • 1••1 A. 4 • . U 0 zCd>~ .r• t '. 4. w 00 00 _© �W C J Q � •+ Q Q :•• I N o I I ° ADHESIVE FQ x 0 w� .. .. .A. °' ••rl .•a z o\ w •. A- ..i E-I C) A R1 Q • '. •'• .dry .. �• DIKE PLAN VIEW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN A - OVERLAP PER MANUFACTURER'S RECOMMENDATIONS EXISTING CONCRETE OR FLOW ASPHALT PAVEMENT \\ < ADHESIVE 4F.C'Ti(�N A -A ADHESIVE SILT DIKE (ON EXISTING PAVEMENT) (NO SCALE) D C 4 3 FLAP DOWNS 5 - NZ 2 I 1 TYPICAL CURB BOX TYPICAL FLAT /RECTANGULAR/ROLLED CURB INLET FILTER INLET FILTER INSTALLATION: 1. REMOVE GRATE 2. DROP FLEXSTORM INLET FILTER ONTO B L TOR Inlet Filter Specifications LOAD BEARING LIP OF CASTING OR 1[ CONCRETE STRUC TURE M 1 eote jle Sediment a e 2 3 l 3. REPLACE GRATE M ate n l Property Test Method ''Va I u ( \oe Grab Tensile ASTM D 4632 255 x275 Puncture Strength °ra. eidal Tear ASTM D 4833 ASTM D 4533 135 lb 75 lb UV l e i t nGe ASTM D 4355 900 App Open S Ize (A OS) ASTM D 4751 20 sieve A Permit i-vit TM 4491 ` 5 sec �A' ter Floe date ASTM D 4491 200 pm/sq t Sediment emel Efficiency (�,'_ min) 4 ASTM D 735'1 82 VIDTH: A) - 12' MINIMUM OR FULL VIDTH OF ENTRANCE /EXIT DRIVE, VHICHEVER IS GREATER. ,OPTIONAL) INSTALLATION 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6. TOP -DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53). 7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE INSPECT DAILY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOP -DRESS WITH CLEAN AGGREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. _ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFRENCED IN CHAPTER 7 PAGE 22 AND 23 IN INIANA STORM WATER QUALITY MANUAL. TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD SMALL SITES - LESS THAN TWO ACRES 10 (NO SCALE) 8 TYPICAL ROUND INLET FILTER )N SYSTEM D C B 4 3 2 -WOOD POST /STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE,,,, 2 -WOOD POST /STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION POST SILT FENCE,,,,, TO JOIN TO ENDS OF TWO FENCES. POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 6' MAX. SPACING WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER 2 MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE LOAD SLOPE MAX. DISTANCE ABOVE FENCE LESS THAN 29 100 FT. 2 TO 59 75 FT. 5 TO 109 50 FT. 10 TO 209 25 FT. MORE THAN 209 15 FT. POSTS: STEEL T OR U TYPE, OR 2 "X2" HARD WOOD POST FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE io (MIN) -6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER DRAWN x FABRIC - SECURE TO .� IPP ALL PRODUCTS MANUFACTURED POSTS WITH 2" LATH Q CHECKED Y INLET & PIPE PROTECTION, INC 8 "X4" TRENCH TO ° Mi DISTRIBUTED BY ADS "' 8 "X4" TRENCH TO ° Qq BE BACKFILLED WWW.INLETFILTERS.COM A AND COMPACTED z BE BACKFILLED Z MFG (866) 287 -8655 PH FINISH GRADE AND COMPACTED (630) 355 -3477 FX 00 FINISH GRADE APPROVED INFO @INLETFILTERS.COM FLOW FLOW SIZE DWG NO Rte/ C FLEXSTORM_SPECS SCALE ISHEET 1 OF 1 -00 :i GEOTEXTILE FABRIC 1 - GEOTEXTILE FABRIC 3 2 1 UNDISTURBED - �'� I -I � Z -i I i II C LAID ON DOWN SLOPE UNDISTURBED GROUND _� Z _I II I I II C LAID ON DOWN SLOPE I - SIDE AND BOTTOM OF GROUND I I I SIDE AND BOTTOM OF TRENCH .� I - TRENCH I 00 ( I I I EMBEDDED SILT FENCE MATERIAL MIN. 8" 00 I C L- INTO GROUND W/ 4" LAID ALONG EMBEDDED SILT FENCE MATERIAL MIN. 8" I L- INTO GROUND W/ 4" LAID ALONG J- BOTTOM OF TRENCH. SOIL SLCING IN �� BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. IS ALSO ACCEPTABLE. IIII _II � I I i WITHOUT WIRE SUPPORT WITH WIRE SUPPORT 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE LACK LETTER 6" CONCRETE HEIGHT WASHOUT 0.5" LAG SCREWS • W w o' 3' WOOD POST 3 "x3 "x8' 3' i 10 MIL. PLASTIC 7 12" FIL FILTER 10' MIN. EXISTING GRADE i_, �11iii- ii1 -►I� COIR LOG (FIBER ROLL) PLAN )OD OR METAL EKES TO SECURE WOOD OR METAL E STRAW BALES (TWO STAKES TO SECURE _ R BALE) THE STRAW BALES (TWO PER BALE) STRAW BALE (TYP) E LINING 10 �G OVER TAPLES I V JLV VI \L I I IL POLYETHYLENE LINING TO THE STRAW BALES 5 NATIVE MATERIAL (OPTIO 4 INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP -SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN -SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP -SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON -SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWINGSTEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFFERENCE IN CHAPTER 7 PAGES 215 -221 IN THE INDIANA STORM WATER QUALITY MANUAL SEDIMENTATION /SILT FENCE NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES SECTION (NO SCALE) 3 TYPE "ABOVE GRADE (NO SCALE) W/ STRAW BALES" Q 00 INSTALLATION � 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO � N INSTALL THE SYSTEM. w A 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 'C 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED METAL PINS OR STAPLES OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR TO SECURE THE CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER POLYETHYLENE LINING TO FASTENERS. THE STRAW BALES 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION BINDING WIRE EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A NON - COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. STRAW BALE (TYP) 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. UL 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION G� �..i INGRESS /EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE \iV WASHOUT SYSTEMS. WOOD OR H METAL STAKES (TYP) - 2 PER BALE CONCRETE WA S1401 TT 3 TYPE "ABOVE GRADE (NO SCALE) W/ STRAW BALES" Q 00 V1 � � N w A 'C O U W_ 00 �0 UL G� �..i •--� O tt W .••may n H � p • 1••1 � U U 0 zCd>~ 000 00 00 _© �W C J � •+ M 00 M Q W Q z z 0 w t,• SHIN 2 yS OF �.�. DIANP..'.G���\�``. NAL �-� ���• \ \�\ \�� �// /1111111111 JAMES K. SHMEMAN P.E. 10200392 q O � w U O 1--•I � w M FFF���111 W of W 0 O o w U Qo O W w w O �+ W SHEET NO. PROJECT NO. W12.050'7 U a� V1 � 'C C � U W_ UL 0) W H � � U 000 _© �W C J "(D z 0 3 W N o N C'4 d W a) W Q) FQ x 0 w� zo • z o\ w a A- E-I C) A R1 Q W Q z z 0 w t,• SHIN 2 yS OF �.�. DIANP..'.G���\�``. NAL �-� ���• \ \�\ \�� �// /1111111111 JAMES K. SHMEMAN P.E. 10200392 q O � w U O 1--•I � w M FFF���111 W of W 0 O o w U Qo O W w w O �+ W SHEET NO. PROJECT NO. W12.050'7 U a� _C IM v Mel ol 3 N v 0 N U I 1` O O N 0 0 U / o 0 N N N C W / N CD C3ho N = N 07 3 ow° N 0 O C) r w cn Z �o \LJ v CD [us r N Nle_ ; Lj f` . '4 Y�'+, �• rho F� { ; Li z a, D NOTES C j Saar Starziyj Gr2rna E sa= s'$L'R -Si' kc grrs ee lx. L r)j 'K*a+ le 4-1 Dr o-rv;i E 6KNa-:3V -0. R5 2 -1 ;' 5oo Star -d Cravr> g E 3 4-Sk1dC R -t d V of rte rurfi :?e sS trD L, n (9D Irr.Im_, Era A ! 3,4m,66 P-T la b, 1] SM ,tariffd- Lr3ar€gLS "htf3v,TF.u' ,4a rexLk !t Fla naA _- it k?��_:,•: - ; s. - 'i, `� t lttlfHfflR P71:Y�t€:R`: q�.ir.5dt _ _ }x•54, 'i„� -9 _'I '? - �, -�>E \�, t -- _ -i i - i Y {,) -_ .. f: -�_ t 1- c€n<iatet;ae _ F v _u RAhI COiNSTRUC IION DETAIL - GENERAL NOTES: €`{ .'' + &ita OF SIAM T-1- .N CENT(I1 . 0gy1rNk4 F SILKSCREEN WHITE LETTERS R; TO POST IN 71, �W, t-raan ti2 ijri& tlm3FaRil C F i.n IFi:Srt€ " f! d- - 0 lj' `�,� r R�, R- hsrRght iher� �ta;l � Gr>xF�rt�tanaltR .e�;_t�R� f � t� 4T5 ` ,Aol EL t -UT fat -:I ther Galrb harjtts. t yi I WITH A 5i I R HAVN`4 A � I j `rRr?rer= sty° Iasiit� I e lugs Grr str x �?€I - -- -- _x.15 a 1/4' 1 012 fL ELl Ld — r LJ: i �. §a_I Maur €. in k ' ,€ tt'€+ �i3tti aF± 4vn, aldrh rrf na s ti I i i "f oil F�i•[if Ei ti+: ee TI �t Fz €�] frP i -i,.l t,! �- .- la."Il Lfri= tr7F�'+.€:iiit- `_ __ P-RS THM tF [f` T*TN TQ&x ;hCRSF .lLMT -, ttt&n,datlh tre.: adSc- of aaijar�ant p2wo -wint E fry a FLY;t r i �,a if r": (, 253a 1R._�. y1r:G 11 ??�:f"L'wJi3 ar --'dd gift -r 9tne. TRUNCATED DOMES1 LISED r-u.rh a t6q;jImd �k� r�R_!�� -�t.Y - ...... ........ ._.. ....,., ...._ rd r_; Rf611E3 rttT� t}8 mc�ntl1C't�Tth: ! L J €13 areas at ttv tap =ti t ran r-pi shal +_ IN DETECTABLE WAR .NEN (35 5 F a>4 rnat € 1 rarma r 0 r� : ` in WTV O ONLY lr r4tCt c') VOW t].:kW i flrR- §'9fia =fy pr�?,34 W CHANGE OF GRADE ONLY Lets v *anima a sviaa p&Te -dizi tar to t-a L,rt iaoc s-rat D31 w, Wr l g.c1 frl is _ lr+? - j. U Siatae 12 1 rr >- L:rm —ete L_wv �• ;-, ' .t <ts€r t5ft c €x s }h ajar may t construe =,r M G s4u*n : as lanahr, -- BE 4" PAINTED WHITE __.... 1" RAD. ALL CORNERS i 1--@ Lit tt1:kF 4? T I•�'17 �i flr ' y■i3 ri K#'RR?�3i. EFFi' V17 - -�— i w da anaxnam Gd 1 n: 1 b- a rnar:iaru-n 5 in. r INDOT STANDARD t DETAIL OF RAMP R4 V RICK SURPACL CONSTR uTION SPECIFICATION SEC. 910.14. CranraWu rests tifiudd L _ Grv7tl frc- 12" I 12" I 2udb wVt 4* Ftr*t4tr!I k-AT--z1& iff! It* 94 th IUSE 6" PIPE BOLLARD FILLED CAR PARKING SIGN aT bm"1 3 �4" (TYP) NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED r NON— REFLECTIVE SIGN WITH See. Storvilerd D awru E 5 . f-L. -00 F 1 2, far C° GROUND. POST SHALL BE trr!1_r ilaoI o ff-* °oi ft::i ftar rcoff ri ra&I k OD STEEL POSTS SET BOTTOM OF SIGN 7' ABOVE GRADE f SYMBOL DETAIL . ?: tNli y I,c:?rYaF+]' ae t sy tv_A+ i,etwe -011 Tv bit" - --._ (NO SCALE) "ADA" s LHGlkhak CcF'grrTWFMT ii f4d5'i5'�Fi-I�TE�hr 0t c3.rh ramp and tha ;F,3ttcrr iyu1 t,= amitsc go - - _ (NO SCALE) SLOPE TOP tt� f 1' , if rl El Fiat pract , a , 7 gaff 1L'Grf€p?ucthan 0 Curb t1 1- - � `-ID bN � k CURB B RAMPS - - , :a str r �a Lie � rl? ;�i 4 r� a L;t r L t t I iffy. � 1� tJ 1ZA N`3TFS r� TA n E l _ LF. t.� GROUND /PAVING d S'ArG,t,. 0 ER6,67Ma_S ND F 374 -c;'A ,R -.C,, R SURFACE : =; L 1- x +! n r ys+■.a? stria fr#1Lid 1;305 a ALTERNATE CU FM CONSTRUCT ON � t�•lti�� = t �� d t xa6w. ,.:q —� / N P.C. CONCRETE 3' T 11VT Ede, - '3' T L SaL 3f4 ji Sa „ y, fi '+ J n rs � `A tj1 ;1 4. 4 ? tl�i r{ AAtL{r- L._. 'y;`y!_ � � - ++` s, ., Ci ♦�'y7'�?4�tF:[`r� �".,:.:'.`� -... � � � t. � w -JR RFrt -Rri€4 °r�€ �3r� k -•-�# #� ? -k tl��� # ##€aFaF� #- k,��-R�ae;�:+a fF #a€ �;€�■ -�-1 f�f:.. #+" ##. ##EFa�b #Lk�' ###w #raFa+r•4�t+ �+__ -� t- =-aaF #}y�N> M1kk# #tea r _t� 1a D#aEN&' DOS FG9 LOC.N_ R,Wl Y LSE 11DVE4'_,h,*5 RGA ki R EMM7 LXAL F"0.005 J t�'a �r¢,t?tt rl€ 1_ 43 L_r! t ?� ? V51 611ij i F I Y? t! rrr — r J-) rj NCI-11 1411CWL ttt'3 *111 I CT r_ FA "EST 5 -Lh11 EC :R .ilk `3LAE. FTI =1T., !!?: 51_?4. T a?t 15 ':q, r�9.� .i�� 4E? ti141 -1 .l.A�f alY tR�:ai.pP1 iA]4 -{i` 1i1 4ST4kF E•L11 -?t C* 1:S'• Chi L':t■ `Fr16 ls; kh Ry wkxuLW LN h." - EiIRI.a51W,* P.vc< It[' Wink► k 4:gAK*n& t ta t94Ytar1..M: ru NO B4LXItLLAt I : PXCDA 4LAY CeIIR- 12F F-R,la 0-IR9 LNTL 5 Fill i'aYs Hxk'E FASSID AFTER !°_AC4.G ONUITE - ! - SHALL -1,WLT4 T3 C _ r S I_a_r+ILRETE i' 3 F CY iN ALL RESPE °DT- i S s= I C3 C.:1 -t r- l l rl 1 3 t.t.1 i J) F -_ l l T �t °' L� €03 l�5 a l4 CL �. t•-r t II W(TNTfafvlST,Q <T -a 1'aF+ -5 ,r- NC TF Sllf FEWArt 1 NO S $41 NOTES: 1M ACIZ 'A' CII)N Tl ( II&t=TH 0 CXT ':Rt. It TO 4 IKT k A kt P ' f A `E 3E I~} FEIN [90 �3 STONE MLYL 15C I1 AT A WINIIIEW t E 4 ' 10 I 9 ! NOTES See Standard Drawing E g�L�- Pc.rgrevio-ew-- t eEalls. t J Suoistanjarj Drawing LE S1 R -Cr22 tar datails of the det - atsble waarn=!Mgs- Iindiacatej area iz%nc,tes pay limits. 9 Sea StaE land Drawing E I}t4 -SINC 4D 3 fcf €fpiral ra:F€lp cun4#n -k ian doetails. 1 D 15e.c- SLarullard Uraf = °tg E and -OZ f�rr Lcatn Plan rtdinl N�be:s respeati ety. 7 I' $t kltt�r fe'rr�F �$r 4 + #� p f a 24 F. 3" TDP 9GIL 4 - -- 3' Tim >C I:: _......_ - -- -- -- .. ti _ .,_..... 5� ._. -s�1 :fit_ -- �.■[ ¢_.Its �, r. a+ t IirRi L rs ■ + ,... R US •y ry 5 y - ! 1. ■ 'i _•i.: ?.R P5 :y is Co t,,,'_ ; t iETE "° ; • r iw {- CCE E R - r., .. , _ a tip.! - ... ... �� rn. _ :: :1^-� .:- . . v�1 PAC � LJ5 „�. �. .: .. . ■ _ m1EP1 �� ., 3: _ . _ __ =1: Ea Ei•T'1LL # ��1a3tAa4 *-��t ��lg� t 7r _X �r�`' _h, ural rLilo#Smsts FLe toua. F+;:lus [E+tlY L.4F c 1 amt $4t 1RQ ES T oLki €y3CS �- 1r f�` Co &f r�A3 ! 1 { t `fit �p l mot # 3T !' €ter tttt -I iJ +4+�fi_JfW��� 4+ f r r 1 y� 1 i 14E11ES: MTELPIAL CURB WTH titERET FAI#TWENT ShAa EE IL!+ SHkIE M _ {� CU&5r All E: €FO £11 tRF4 :1 ` -:1 C2NTRACTION JDIINTS SAAa BE TOILED) CPR mA E# {��ttlIWCkt_S�t Y t%RLD LLRRS T+3 A iti 61LNA [KIT ii 7.i' 0AIRI t_J.1UrT Rf F'_IkZAG CFhr_RETE t.a TH[1< T t ? F R r YX Ld ON F4 € FrrF'Y 'tit W?4"UW irPRTFfP6IFr, E0:'hN -T Al AYNT F`I'ERY `rro W aMAII. ,. NO �iACK1�11Rkll LIR C13WA T3�i MAY CCUR 12' FROW E1 1 t; N11 5 FULL :u!AiS ilk P:AS�1 :&FrER PLA1`W; Cx W E7 } likL [IRU Tu aT'1'°s BETE aR3 FiDUCY IN ALI F ECTs �-� a - I NO i -i 7 X 9' Diagram 1: Bicycle Rack Ty ^� A 5 Mounting Surface 7. Section B -B Section A -A Diagram 2: Bicycle Parking Location and Design 7 36" 30' Min. (Typ.) BICYCLE PARKING DETAIL (NO SCALE) 4 1 3 BLUE SURFACE r�PFE ;F .T A &ita OF SIAM T-1- .N CENT(I1 . 0gy1rNk4 F SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. N If ![ R�, R- Lu A 4T5 ` ,Aol EL t -UT a t yi I WITH A 5i I R HAVN`4 A � u; f u _x.15 a 1/4' 1 012 fL ELl Ld — r LJ: i �. §a_I Maur €. in k ' ,€ C u ! 5 ? kn Q ( {F � t,! _ k�� �4� J Yy�� -{ -I�� �p y .hJ� v. -4• W.1LX jW u,..STANC:i €mil Mj EI'1 I k kL- IF `_ I. F i P-RS THM tF [f` T*TN TQ&x ;hCRSF .lLMT -, 1 U 10" DIA. 49 EETWUN r 10 Ac L� €03 l�5 a l4 CL �. t•-r t II W(TNTfafvlST,Q <T -a 1'aF+ -5 ,r- NC TF Sllf FEWArt 1 NO S $41 NOTES: 1M ACIZ 'A' CII)N Tl ( II&t=TH 0 CXT ':Rt. It TO 4 IKT k A kt P ' f A `E 3E I~} FEIN [90 �3 STONE MLYL 15C I1 AT A WINIIIEW t E 4 ' 10 I 9 ! NOTES See Standard Drawing E g�L�- Pc.rgrevio-ew-- t eEalls. t J Suoistanjarj Drawing LE S1 R -Cr22 tar datails of the det - atsble waarn=!Mgs- Iindiacatej area iz%nc,tes pay limits. 9 Sea StaE land Drawing E I}t4 -SINC 4D 3 fcf €fpiral ra:F€lp cun4#n -k ian doetails. 1 D 15e.c- SLarullard Uraf = °tg E and -OZ f�rr Lcatn Plan rtdinl N�be:s respeati ety. 7 I' $t kltt�r fe'rr�F �$r 4 + #� p f a 24 F. 3" TDP 9GIL 4 - -- 3' Tim >C I:: _......_ - -- -- -- .. ti _ .,_..... 5� ._. -s�1 :fit_ -- �.■[ ¢_.Its �, r. a+ t IirRi L rs ■ + ,... R US •y ry 5 y - ! 1. ■ 'i _•i.: ?.R P5 :y is Co t,,,'_ ; t iETE "° ; • r iw {- CCE E R - r., .. , _ a tip.! - ... ... �� rn. _ :: :1^-� .:- . . v�1 PAC � LJ5 „�. �. .: .. . ■ _ m1EP1 �� ., 3: _ . _ __ =1: Ea Ei•T'1LL # ��1a3tAa4 *-��t ��lg� t 7r _X �r�`' _h, ural rLilo#Smsts FLe toua. F+;:lus [E+tlY L.4F c 1 amt $4t 1RQ ES T oLki €y3CS �- 1r f�` Co &f r�A3 ! 1 { t `fit �p l mot # 3T !' €ter tttt -I iJ +4+�fi_JfW��� 4+ f r r 1 y� 1 i 14E11ES: MTELPIAL CURB WTH titERET FAI#TWENT ShAa EE IL!+ SHkIE M _ {� CU&5r All E: €FO £11 tRF4 :1 ` -:1 C2NTRACTION JDIINTS SAAa BE TOILED) CPR mA E# {��ttlIWCkt_S�t Y t%RLD LLRRS T+3 A iti 61LNA [KIT ii 7.i' 0AIRI t_J.1UrT Rf F'_IkZAG CFhr_RETE t.a TH[1< T t ? F R r YX Ld ON F4 € FrrF'Y 'tit W?4"UW irPRTFfP6IFr, E0:'hN -T Al AYNT F`I'ERY `rro W aMAII. ,. NO �iACK1�11Rkll LIR C13WA T3�i MAY CCUR 12' FROW E1 1 t; N11 5 FULL :u!AiS ilk P:AS�1 :&FrER PLA1`W; Cx W E7 } likL [IRU Tu aT'1'°s BETE aR3 FiDUCY IN ALI F ECTs �-� a - I NO i -i 7 X 9' Diagram 1: Bicycle Rack Ty ^� A 5 Mounting Surface 7. Section B -B Section A -A Diagram 2: Bicycle Parking Location and Design 7 36" 30' Min. (Typ.) BICYCLE PARKING DETAIL (NO SCALE) 4 1 3 BLUE SURFACE BLUE SURFACE ADMINISTRATION'S SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RESERVED A THIS SIGN TYPICAL AT PARKING r�l W $' (5' CAR) 8' MIN VAN g' UL O N SPACES O O U � THIS SIGN TYPICAL AT ~� W cd VAN 1 U 10" DIA. O PARKING VAN 18" 12" X 6" PARKING x 18" 5 O ONLY •-� O W W O ONLY WORDING AS REQUIRED a o2 NOTE: ALL STRIPES TO BY STATE OR LOCAL LAW P11 U 7///1 • a j Z 1' BE 4" PAINTED WHITE 1" RAD. ALL CORNERS 1" RAD. ALL CORNERS CHANNEL SIGN POST PER w 18" R 17" w INDOT STANDARD 1::11 SPECIFICATION SEC. 910.14. 20' 12" I 12" I I IUSE 6" PIPE BOLLARD FILLED CAR PARKING SIGN VAN PARKING SIGN 3 �4" (TYP) NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED r NON— REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO C° GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" "ADA" PARKING OD STEEL POSTS SET BOTTOM OF SIGN 7' ABOVE GRADE f SYMBOL DETAIL SIDEWALK (NO SCALE) "ADA" SIGNS (NO SCALE) SLOPE TOP VARIES (SEE PLANS) 8" SCORE 1/4" PER FOOT SLOPE -� 1" RAID. ° � 1 /8 "RAD.CLASS "A "p CONCRETE p v 2 E171 IIE�r 11= ` 2., �r N 4" COMPACTED N 11= PAVEMENT a GRANULAR BASE I�� ° IF ' 6 .I INTEGRAL WALK AND CURB DETAIL (NO SCALE) r� 50' MAXIMUM TOP CURB d ' Q PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS. CURB JOINT DETAIL O N 2 1 NOTE: ALL PAINT TO BE NON -SKID SURFACE APPUCAT10N OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. PROPOSED ADA SIGNS ON 3" DIAMETER POST (SEE SIGN DETAILS) "ADA" PARKING SPACES (NO SCALE) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF i ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL /i TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RESERVED A THIS SIGN TYPICAL AT PARKING r�l W $' (5' CAR) 8' MIN VAN g' "ADA" PARKING SPACES (NO SCALE) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RESERVED A THIS SIGN TYPICAL AT PARKING r�l W ALL ACCESSIBLE PARKING UL O N SPACES O O U � THIS SIGN TYPICAL AT ~� W cd ALL VAN ACCESSIBLE 1 U C31:113 O PARKING SPACES VAN 0 12" X 6" a x ACCESSIBLE O PENALTY SIGN WITH •-� O W W O '_' WORDING AS REQUIRED a 12" X 9" BY STATE OR LOCAL LAW P11 U 7///1 • a j Z �O cV M 3 3 LBS. /FT. GALVANIZED ��'•1 CHANNEL SIGN POST PER w w INDOT STANDARD 1::11 SPECIFICATION SEC. 910.14. IUSE 6" PIPE BOLLARD FILLED 00 M W/ CONCRETE ONLY WHEN C° SIGN IS IN PAVED AREA OR f SIDEWALK I a SLOPE TOP a I I. OF CONCRETE GROUND /PAVING d SURFACE a 3500 P.S.I. / N P.C. CONCRETE d d ° d l 3" O V1 � 00 W cV A r�l W UL O N O O U � pa W cd ::� C) 1 U C31:113 O �; 0 0 z a x O •-� O W W O '_' �O kr) a p U • a j Z �O cV M 3 Cd ��'•1 00 w 1::11 00 M d A r/1 W Q z co z (NO SCALE) 'ADA' SIGN BOLLARD W IX MOUNT DETAIL (NO SCALE) `\\V \\ \1111111111 / /�yy/ O Y,. S H/N -�92: _ -o OF ,e� 1.5 " — #11 H.A.C. SURFACE S�ONAL X/ FILL PIPE FULL W CONCRETE 2 — H.A.C. BINDER ROUND TOP TO DRAIN OF CURB 8 " - #53 AGGREGATE FACE JAMES K. SHINNEMAN P.E. 10200392 #5 REBAR V -6" �L WITH 3/4" HOLE CAS 0.5, B�ELED EDGE 6.0' �I PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE 0 I SEALANT SLOPE TO DRAIN 4" TYP. PAVING I' 14" DIA. CONCRETE FOOTING III —III. III- PIPE BOLLARD DETAIL (NO SCALE) -4• 1'-4.4" 1'-4.4. 1'- 4.471' -4 4" 8" 4 -El 4 2' -10 1/2" rr`'•v {r } N IA ? } O o . i•S k 1, I 1. $ 0.i 7173 1' -0• F- -'-11 -0• NOTE: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE —THIRD FOR LOW —SPEED URBAN CONDITIONS. 6 5 4 3 COMPACTED SUBSURFACE STANDARD DUTY ASPHALT PAVING SECTION (NO SCALE) d 4 ° 4 d d 4 a] ° ° 5" FIBER ADDITIVE ° REINFORCED CONC. a d ° ° � d a ° 4 " — #53 STONE — - I _ i— COMPACTED SUBGRADE CONCRETE PAVING SECTION (NO SCALE) NOTE: PAVING SECTIONS PROVIDED FROM GEOTECH REPORT PREPARED BY GILES ENGINEERING ASSOCIATES, INC., DATED DECEMBER 7, 2011. NOTE: THE AGGREGATE BASE COURSE SHOULD CONTAIN NO MORE THAN 10 PERCENT ( %) FINES, AND BE WELL— GRADED. '�I a N O w 'v �I O W C/) E2 I� W �V M F r N C4 W � W 1r T1�,1 r ` 0 12. SHEET N0. PROJECT NO. W12.050"7 N U V1 � •� r�l W UL O N O W c) CN U v pa W ::� C) W 4) U C31:113 O 0 0 z Cu x d A r/1 W Q z co z (NO SCALE) 'ADA' SIGN BOLLARD W IX MOUNT DETAIL (NO SCALE) `\\V \\ \1111111111 / /�yy/ O Y,. S H/N -�92: _ -o OF ,e� 1.5 " — #11 H.A.C. SURFACE S�ONAL X/ FILL PIPE FULL W CONCRETE 2 — H.A.C. BINDER ROUND TOP TO DRAIN OF CURB 8 " - #53 AGGREGATE FACE JAMES K. SHINNEMAN P.E. 10200392 #5 REBAR V -6" �L WITH 3/4" HOLE CAS 0.5, B�ELED EDGE 6.0' �I PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE 0 I SEALANT SLOPE TO DRAIN 4" TYP. PAVING I' 14" DIA. CONCRETE FOOTING III —III. III- PIPE BOLLARD DETAIL (NO SCALE) -4• 1'-4.4" 1'-4.4. 1'- 4.471' -4 4" 8" 4 -El 4 2' -10 1/2" rr`'•v {r } N IA ? } O o . i•S k 1, I 1. $ 0.i 7173 1' -0• F- -'-11 -0• NOTE: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE —THIRD FOR LOW —SPEED URBAN CONDITIONS. 6 5 4 3 COMPACTED SUBSURFACE STANDARD DUTY ASPHALT PAVING SECTION (NO SCALE) d 4 ° 4 d d 4 a] ° ° 5" FIBER ADDITIVE ° REINFORCED CONC. a d ° ° � d a ° 4 " — #53 STONE — - I _ i— COMPACTED SUBGRADE CONCRETE PAVING SECTION (NO SCALE) NOTE: PAVING SECTIONS PROVIDED FROM GEOTECH REPORT PREPARED BY GILES ENGINEERING ASSOCIATES, INC., DATED DECEMBER 7, 2011. NOTE: THE AGGREGATE BASE COURSE SHOULD CONTAIN NO MORE THAN 10 PERCENT ( %) FINES, AND BE WELL— GRADED. '�I a N O w 'v �I O W C/) E2 I� W �V M F r N C4 W � W 1r T1�,1 r ` 0 12. SHEET N0. PROJECT NO. W12.050"7 N U O O O N O W c) CN U v pa ::� C) W 4) Q N Q O z z x O �r U W O d A r/1 W Q z co z (NO SCALE) 'ADA' SIGN BOLLARD W IX MOUNT DETAIL (NO SCALE) `\\V \\ \1111111111 / /�yy/ O Y,. S H/N -�92: _ -o OF ,e� 1.5 " — #11 H.A.C. SURFACE S�ONAL X/ FILL PIPE FULL W CONCRETE 2 — H.A.C. BINDER ROUND TOP TO DRAIN OF CURB 8 " - #53 AGGREGATE FACE JAMES K. SHINNEMAN P.E. 10200392 #5 REBAR V -6" �L WITH 3/4" HOLE CAS 0.5, B�ELED EDGE 6.0' �I PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE 0 I SEALANT SLOPE TO DRAIN 4" TYP. PAVING I' 14" DIA. CONCRETE FOOTING III —III. III- PIPE BOLLARD DETAIL (NO SCALE) -4• 1'-4.4" 1'-4.4. 1'- 4.471' -4 4" 8" 4 -El 4 2' -10 1/2" rr`'•v {r } N IA ? } O o . i•S k 1, I 1. $ 0.i 7173 1' -0• F- -'-11 -0• NOTE: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE —THIRD FOR LOW —SPEED URBAN CONDITIONS. 6 5 4 3 COMPACTED SUBSURFACE STANDARD DUTY ASPHALT PAVING SECTION (NO SCALE) d 4 ° 4 d d 4 a] ° ° 5" FIBER ADDITIVE ° REINFORCED CONC. a d ° ° � d a ° 4 " — #53 STONE — - I _ i— COMPACTED SUBGRADE CONCRETE PAVING SECTION (NO SCALE) NOTE: PAVING SECTIONS PROVIDED FROM GEOTECH REPORT PREPARED BY GILES ENGINEERING ASSOCIATES, INC., DATED DECEMBER 7, 2011. NOTE: THE AGGREGATE BASE COURSE SHOULD CONTAIN NO MORE THAN 10 PERCENT ( %) FINES, AND BE WELL— GRADED. '�I a N O w 'v �I O W C/) E2 I� W �V M F r N C4 W � W 1r T1�,1 r ` 0 12. SHEET N0. PROJECT NO. W12.050"7 N U E; N U n O O N co N C O U C a `y N cu N C C � N W O = O O Q N � � O C� a N Z a =Qr �Q �=w o r Q O 3 0 N U I t\ 0 0 0 0 i E o N p� N W n = N C) En Ln Q � N N Q 3 w �o N � N o� o a = a- CD ..�wm z �o 21� �w < °moo Am U a 10 �7 7 GAP CROSS SECTION PERSPECTIVE VIEW SPECIFICATIONS: (NO SCALE) j SITE PREPARATION GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. _ PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE ROOTING OF SOD. MATERIALS _ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. - SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE INTENDED USE. j INSTALLATION SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. SITE PREPARATION 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. LAYING THE SOD 1. INSTALL SOD WITHIN THIRTY -SIX HOURS OF ITS CUTTING. 2. STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4. LAY SOD STRIPS IN A BRICK -LIKE PATTERN. 5. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7. IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1. INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2. WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. i 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. MAINTENANCE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDER DAYS UNTIL SOD IS WELL ROOTED. _ KEEP SOD MOIST UNTIL FULLY ROOTED. _ AFTER SOD IS WELL - ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. TIME MOWING TO AVOID RUTS IN TURF. _ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOLSEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE -HALF IN EARLY FALL. FOR WARM - SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING AND ONE -THIRD IN MID - SUMMER. REFERENCE IN CHAPTER 7 PAGES 47 -50 IN THE INDIANA STORM WATER QUALITY MANUAL j SOD APPLICATION DETAIL LAWNS AND HIGH - MAINTENANCE AREAS SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. BLUEGRASS 140 LBS. 5.5 TO 7.0 2. PERENNIAL RYEGRASS (TURF TYPE) 60 LBS. 90 LBS. 5.6 TO 7.0 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. 5.6 TO 7.5 CHANNELS AND AREAS OF CONCENTRATED FLOW SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 150 LBS. =III - WHITE 2 LBS. 5.5 TO 7.0 2. KENTUCKY BLUEGRASS 20 LBS. :3 U - SMOOTH BROMEGRASS 10 LBS. W - SWITCHGRASS 3 LBS. ° - TIMOTHY 4 LBS. 5.5 TO 7.5 - PERENNIAL RYEGRASS 10 LBS. z - WHITE CLOVER 2 LBS. � 3. TALL FESCUE 150 LBS. -_ - - WHITE CLOVER 2 LBS. 5.5 TO 7.5 4. TALL FESCUE 150 LBS. CU - PERENNIAL RYEGRASS 20 LBS. 5.5 TO 7.5 - KENTUCKY BLUEGRASS 20 LBS. i y. .r ` 7 PERMANENT SEED 2'. 2! w 2: z 21 z 1. w 1. w 1 a 0 7 V L 5 3' s' 3' A x 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL SLOPE GRADIENT LINING 3' ADDITIONAL STAPLES AS REQUIRED s' x 1.5' 3' 1.5' ® ® x x ® x ® B x x CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. EROSION CONTROL BLANKET 4 STAPLE PATTERN (NO SCALE) GENERAL STAPLE RECOMMENDATIONS STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. NOTES: 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: (A) SPRING OATS - ONE- FOURTH TO THREE- FOURTHS BUSHEL PER ACRE (B) WHEAT - NO MORE THAN ONE -HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE- FOURTH TO ONE -HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. _ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. CHECK FOR EROSION OR MOVEMENT OF MULCH. REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) _ IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL- SEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM - SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING, AND THE REMAINING ONE -THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35 -40 IN THE INDIANA STORM WATER QUALITY MANUAL 6 5 NORTH AMERICAN GREEN EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800 - 772 -2040 www.nogreen.com 3 2 12" (30 CM) 2 " -5" (5 CM- 12.5CM) I III - 1 1 111 111- U O3 = - - - - - - - - - ----- - - - - - - - - NORTH 3" (7.5 CM) AMERICAN GREEN EROSION CONTROL Products Guaranteed SOLUTIONS 0 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800 - 772 -2040 www.nanreen.com 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANDCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's COVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACCROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's. SLOPE INSTALLATION (NO SCALE) r. U 12" (30 CM) CHANNEL INSTALLATION U 1. PREPARE SOIL BEFGM INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. co NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH, ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER STtED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPRORIATE SIDE AGAINST SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLE. 7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMEDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF CHANNEL. 8. THE TERMINAL END OR THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. A7 CRITICAL POINTS NOTE: / B A. OVERLAPS AND SEAMS HORIZONTAL STAPLE SPACING SHOULD BE ALTERED C B. PROJECTED WATER IF NECESSARY TO ALLOW STAPLES TO SECURE THE LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. - -= -- C. CHANNEL BOTTOM /SIDE SLOPE VERTICES IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 4 STAKE LENGTHS GRATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. 3 2 w� 0 -5" (5 CM - 12.5CM) 1 O 3 � � 00 =III W L_ N W _C •� :3 U O N 1­1 �1 W 'c a w° ° •� UQ 0 O w zo z z ..:.._:... � , •:.::: : : � _� � -_ - i =_ _ _ = =� _ :. ` W ` III =III= w O W CU CD f� <4 J -- �W i y. .r ` CU (= mot- w _ W .. W W± y LL. LL. - � C) ,4 W mil/ w U� CO • j Z N M fit' v7 �t o cd 00 ,zj- 00 w ______________ O v U Q o ' l 1�1 o ^W H ___ _ �_ -- ______� - --- ____- �___ -_ - _ a, o -- - - - - -- 4' -6' (1 ,CM•- 15 -CM) - 1 I 1 =1 I U 1. PREPARE SOIL BEFGM INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. co NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH, ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER STtED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPRORIATE SIDE AGAINST SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLE. 7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMEDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF CHANNEL. 8. THE TERMINAL END OR THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. A7 CRITICAL POINTS NOTE: / B A. OVERLAPS AND SEAMS HORIZONTAL STAPLE SPACING SHOULD BE ALTERED C B. PROJECTED WATER IF NECESSARY TO ALLOW STAPLES TO SECURE THE LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. - -= -- C. CHANNEL BOTTOM /SIDE SLOPE VERTICES IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 4 STAKE LENGTHS GRATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. 3 2 w� 0 -5" (5 CM - 12.5CM) 1 O 3 � � 00 N W L_ N W _C •� :3 U O N 1­1 �1 W 'c a w° ° •� UQ 0 O w zo z z ~ � � U i M U U) �C w O W CU CD f� <4 J -- �W 00 1%0 CU (= mot- w - � C) ,4 W mil/ w U� CO • j Z N M fit' v7 �t o cd 00 ,zj- 00 w O v U O Q o ' l 1�1 o ^W H U r� 0 as w ra Q z a a� SK. SHIN +5 .. 1Q 2 OF �. AL JAMES K. SHINNEMAN P.E. 10200392 U 3 � 0) N 'C 0 L_ r4 W _C •� :3 U O N 1­1 �1 W 'c a w° ° •� UQ 0 O w zo z z ~ � � U i M U U) ©13 w O W CU CD f� <4 J -- �W � CU as w ra Q z a a� SK. SHIN +5 .. 1Q 2 OF �. AL JAMES K. SHINNEMAN P.E. 10200392 U 3 � N In r4 W O N 1­1 �1 E­ o 'c a w° ° w o O w zo z z x � U 5m U w O CD � <4 x W h � as w ra Q z a a� SK. SHIN +5 .. 1Q 2 OF �. AL JAMES K. SHINNEMAN P.E. 10200392 U SHEET NO. PROJECT NO. W12.050'7 q �1 � O � U O � � W h � - � W w CO o O v U O o ' l 1�1 o ^W H U r� 0 V a, o SHEET NO. PROJECT NO. W12.050'7 0 C) 0 N N C O v Q E - o M � N C W ' n W N O w CD 2 N N Ln tic O O V V = J O } � W d Z g � r O \ �o wC) C G < -� — C-1 _L 3 0 U O CD i 0 � E C O a, N W nW N W O S O S U I N �2N 3 Z- /O y N O U Q N p � N = V v o U O =a . -V, wm o� \LU O U Q O 2� �r 10 1 9 EARTHWORK SPECIFICATIONS: 1. SCOPE OF WORK A) EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED IN THE = SPECIFICATIONS. 2. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 3. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 5. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 2. STORM DRAINAGE SYSTEMS. 3. SANITARY SEWER SYSTEMS. 4. WATER SUPPLY SYSTEMS. 5. DRIVES AND PAVING. 2. BENCHMARKS A) MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. `~ 4. REMOVAL OF TREES A) REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. B) ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL A) REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING A) GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. aJ B) ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE PER CITY OF CARMEL SPECIFICATIONS. E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. F) ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES A) RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. B) IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. D) INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE ENGINEER. 8. SEEDING PREPARATION A) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES- . B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. 0 Lei 10 1 9 on 7 SANITARY SEWER SPECIFICATIONS: 1. SCOPE OF WORK TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED 3/1/2007 1. Standard specifications of Clay Township Regional Waste District (the District) and Department of Transportation ( INDOT) shall apply for all work and materials. Sanitary sewer pipe shall be installed in accordance with Section 715 of the current INDOT standard specifications handbook. 2. Sanitary sewer gravity pipe, unless pressure rated pipe required per IAC or directional drilled pipe, shall be Polyvinyl Chloride (PVC) in accordance with ASTM D3034 -89 with a minimum wall thickness designation of SDR 35 and installed per ASTM D2321 -89 specification. PVC pipe used shall be grooved bell, spigot end, and gasketed. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sanitary sewer gravity fittings shall also conform to the requirements of the ASTM D3034 -89 specification. All fittings shall be molded in one piece with standard pipe bells, gasketed elostomeric joints, and spigot ends. Single piece molded PVC with standard pipe bells, gaskets, and spigot ends for back -to -back tee wyes are acceptable. Wall thickness of all fittings shall have a minimum designation of SDR 26. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F477 specification. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C478 and Section 720 of the current INDOT standard specifications handbook. 0 -rings shall conform to C443. Double row of Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -02, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers' recommendations and performance specifications which have been provided by the manufacturer and accepted by the District Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (1 0) inches of Hg. (5 psi) and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a: Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made. The vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3- inches above to 3- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. Entire exterior surface of sanitary sewer manholes shall be sprayed with a bituminous coating and all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrink grout. 6. The manhole chimneys, including all riser rings shall be sealed using flex rib internal chimney seal manufactured by Cretex, NPC, or a District approved equal. The flex rib internal chimney seal shall extend from a minimum of 3- inches below the top of the cone section to 3- inches over the manhole casting frame or per manufacturers installation procedures if directed otherwise. Internal Chimney Seal shall be installed after manhole vacuum testing and prior to final acceptance. Water test may be done, per manufacturer or Districts recommendation, to provide assurance that internal chimney seal is water tight. 7. The casting elevations are set by plan, however, the castings are to be adjusted in the field by the District's representative should a discrepancy occur between plan grade and existing grade. New manhole ring(s) and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inch on existing structure adjustment and 10 -inch maximum on new construction. 8. Backfill around all installed or proposed manhole structures, sidewalks, bike paths and /or all paved areas shall be made with granular material (b- borrow)or No. 8 stone, up to 18- inches below crosssection thickness (which shall include "No. 53" stone depth). If more stringent Backfill requirements are set out per city, town, county, or District specifications those standards shall be followed. Trench opening within 5 -feet of the back of the curb of paved roadways, shall be backfilled with granular material or No. 8 stone in accordance with Section 211 of the current INDOT standard specifications handbook. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. Initial asbuilts shall be presented to the inspecting engineer prior to final submittal to the District for review, otherwise Contractor shall be required to furnish the developer's Engineer with a set of prints showing actual sewer locations and inverts including lateral location, depth, and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. Asbuilts shall be submitted per the Districts current standard which can be found at www.ctrwd.org. 11. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a detectable metal post set immediately above the said termination point if full connection is not immediately made. 12. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM F1417 -92, and shall be witnessed by a District employee or the Districts representative. The testing shall be in accordance with Table 1 as follows with 0.5 psi being added for each foot of water above the sewer line being tested. Sewer lines shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired and subject to televising requests by the District. 13. Prior to final deflection test (mandrel test) all mainlines shall be cleaned and free of any debris. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available at time of test otherwise no testing will be allowed. All mandrel testing shall be witnessed by a District employee or the Districts representative. 14. The ends of all laterals are to be plugged water tight with a gasketed cap capable of withstanding a low pressure air test without leakage. Laterals shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired 15. Bedding for flexible pipe and rigid pipe shall be No. 8 crushed stone from 6- inches below to 12- inches above the pipe. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water line, utility, and legal drain crossings and separations shall be in accordance with the more stringent of the two: 327 I.AC 3 -6 -9 or the Districts standard drawings. 17. The trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers and all punch list items are complete. 19. All sewer laterals installed shall be bedded the same as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R -1772 or East Jordan 1022Z1GS) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be min. 20- 13/16 inches. Watertight castings shall be boltdown East Jordan 1022Z1 PT and also stamped SANITARY SEWER. 22. The minimum slope of the sewer shall be: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be installed with a minimum 14 gouge tracer wire from the wye to the terminus. Upon lateral completion the contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. 8 1 7 101 5 EROSION CONTROL SPECIFICATIONS: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS STORM SEWER SPECIFICATIONS: 1. SCOPE OF WORK THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS A. STORM SEWERS: 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C -76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION. 2. STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: A. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. B. GASKETS MEETING ASTM D1056 GRADE 2A2. C. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION 32442OC: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. B. DRAINAGE STRUCTURES: 1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A -48 LATEST REVISION. 3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION. C. SUBDRAINS: 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND /OR UTILITY COMPANY. C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. G. BACKFILLING 1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. J. QUALITY CONTROL 1. CONTRACTOR SHALL CONTACT 'HDPE' BEFORE CONSTRUCTION BEGINS. MANUFACTURE'S REPRESENTATIVE SHALL BE ON SITE AT BEGINNING OF CONSTRUCTION FOR REQUIRED FIELD OBSERVATION. 2. MANUFACTURER'S REPRESENTATIVE SHALL VISIT SITE A MINIMUP:1 OF 2 VISITS, ONCE AT START OF CONSTRUCTION AND ONCE DURING INSTALLATION OF PIPING. 6 1 5 4 I 3 PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1 " 80 -100 3/4" 79 -90 1/2" 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE !',F `?ASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. CONCRETE CURB: 1. EXPANSIO TS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL AND A MAXIMUM SPACING OF 100 FE . 2. CONTRACTION JOINTS: UNLESS OTHERW IDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3. st1- TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FIL HONEYCOMBED PLACES, SQUARE CORNERS TO 1 /4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. G. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDE Y4 INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE 1h INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. I. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. NOTE: SEE SHEET C302 FOR PAVING IN ROW AND CURBING SPECIFICATIONS FOR ALL CURBS 4 1 3 2 I 1 WATER LINES: 1. SCOPE OF WORK A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS A. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C -150 AND C -151 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C -104. B. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW -T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. C. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C -502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. D. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. 1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C -500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND -WAY, GROUND -KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO -TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5 -1/4 INCHES. 2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2 -1/2 INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL -TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 3. APPLICATION: A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS. G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL 8E FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL. H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE. J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITI N N � `D s~ d' U M O :•1 CQ O � O Ln U ''" O 4- Z M r. to P U O .CI = in rp • a� O � c� ^4 00 `O , 4 O mot' \D � V) `DODO \D N M 0000 � 0000 t- O t� r--4 O "--4 M 00 M W � P4 W �1 w . : (7 °o Z °�W 0) C .� N L_ C � .5 U W 0 => U U Q CiN Q '� M U > 0 U) CU 0 J J 04 IM O u. "� . r_ w w 3 x Q a J Q M W E- .<4 Q V) W a M L Q Z ¢ U) Z 0 U) W C4 \ \ \ \ \ \/ O� `�. S K S HIN '$j, .` �� ' GIST f • �� -... 1 ®t9 2 -o OF ... .11 I 1� S�4NAL ��G \\ / \��� / / /IIIIII110� JAMES K. SfUNNEMAN P.E. 10200392 ES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE O OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD O DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE nj HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF �h'rT`�`~ HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER FBI CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE h ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS � SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. SCALE: 1 " = 20' 0 10 20 40 3t C// W W - P4 N r` Q �_ W o Z p W o O ?; Q� a o W F, N � v ¢ W Q M Q) Ca 00 a w� z^ z Z x � ti LC) O _ R; � c� W X x ¢ P. A f1 �1 U Q M W E- .<4 Q V) W a M L Q Z ¢ U) Z 0 U) W C4 \ \ \ \ \ \/ O� `�. S K S HIN '$j, .` �� ' GIST f • �� -... 1 ®t9 2 -o OF ... .11 I 1� S�4NAL ��G \\ / \��� / / /IIIIII110� JAMES K. SfUNNEMAN P.E. 10200392 ES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE O OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD O DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE nj HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF �h'rT`�`~ HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER FBI CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE h ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS � SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. SCALE: 1 " = 20' 0 10 20 40 ti q ZZZI 3 ti O W O rs d 4 9 0 5 z Ja- 2 E2 Z w M Wd x W a C/) !�_- L/) R 2 c E!� M. - c6 -0 8 U N- ­ i r� U W o a.a � y 811 or 800 - 382 -5544 24 Hours o Day, 7 Doys a Week. PER INDIANA STATE LAW IC 8 -1 -26. C301 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12 . 0 5 0 7 DAYS BEFORE COMMENCING WORK. 1 Q) U C// W W - P4 © C © U '_ a o W Q W Know what's below. a � 0111 before you dig. a Within Indiana Call SHEET NO. ti q ZZZI 3 ti O W O rs d 4 9 0 5 z Ja- 2 E2 Z w M Wd x W a C/) !�_- L/) R 2 c E!� M. - c6 -0 8 U N- ­ i r� U W o a.a � y 811 or 800 - 382 -5544 24 Hours o Day, 7 Doys a Week. PER INDIANA STATE LAW IC 8 -1 -26. C301 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12 . 0 5 0 7 DAYS BEFORE COMMENCING WORK. 1 Q) U 5 1 4 City of Carmel Concrete Curb Policy January 13, 2006 1) Genera I A)The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which Bch can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)AII work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the pre- construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)Generol a)This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment o)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. b)Excavotions (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. c) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades a)Subgrodes shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. c)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. d)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A)General a)This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations a)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b)Frozen material shall not be placed. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation o)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 5 1 4 3 2 City of Carmel Concrete Curb Policy January 13, 2006 0 4)Concrete Curb A)General o)This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. b)Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. c)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. d)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. e)Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. f) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation a)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. b)AII displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations a)Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. b)No mixture shall be placed on a frozen subgrade or Aggregate Base. c)Under no circumstances shall concrete curb be placed between December 15 and March 30. d)lf a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. e)lf the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. f) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement a)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. b)Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. c)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. d)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints a)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. b)Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of 16-inch. c)Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the some location as the expansion joints in the adjoining sidewalk. F)Finishing and Curing a)The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.0- t(f) of the Standard Specifications. b)Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. c)The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G)Backfilling a)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. b)Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5)Inspections A)AII materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. o 10 9 L U N 7 6 • U City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy C •C o November 2, 2005 November 2, 2005 �" Cd 1) General 4)Aspholt Pavement W U� A)The work subject to the requirements of this policy shall include the production, hauling /delivery, A)General 0� W-4 w spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate a)This work shall consist of placing one or more courses of base, intermediate, or surface hot mix " -' ) a, �o T41 V bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the U­4 1 1 1 x within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. Standard Specifications. c1 r, B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the b)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to �---� �o requirements of this policy may result in non - acceptance of the work or other remedies outlined in thicknesses equal or greater than those indicated on the approved construction documents. O"__4 � - this policy. c)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 w 04 C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard of the Standard Specifications. a Q Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard d)Equipment for HMA operations, including but not limited to production, hauling /transportation, - Q Specifications), except where deviations are allowed herein, or variances are granted. laydown, compaction and miscellaneous /ancillary activity shall be in accordance with Section 409 D)Where the minimum standards of any other governmental agency having concurrent jurisdiction of the Standard Specifications. exceed these standards, the higher standards shall apply. e)lnstallation of the full pavement section indicated on the approved construction documents for the E)If any plan or other note or specification on the approved construction documents exceeds the entire area to be paved must be completed in the some paving season. minimum standards of this policy, the higher standards shall apply. f) Widening operations shall comply with the following: F) Nothing contained herein shall be construed as prohibiting the design and construction of (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the improvements meeting higher standards, nor as discouraging petitions to appropriate governing material will permit and not wider than the outside limits of the widening section. bodies for variances for alternatives which can be supported by advances in technology and are (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. approved by other agencies with concurrent jurisdiction. (3) The subgrade in the widened area shall be compacted in accordance with this policy. G)AII work shall comply with the requirements of Section 105.03 of the Standard Specifications. (4) Widening mixtures shall comply with the pavement section indicated on the approved H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard construction documents. Specifications, it shall mean: (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard d)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by Specifications. the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. B)Preparation 0) e)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other o)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) Hamilton County Highway, depending on the location of the work. of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. paving operations commence. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to b)AII displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. schedule a pre- construction meeting to review the Engineer's construction requirements, staff c)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard notification requirements, required inspections for certain stages of the work and to review the Specifications. authority of the Engineer as it relates to the work. d)Aspholt surfaces between courses shall be tacked in accordance with Section 406 of the Standard K)Under no circumstances shall work subject to the standards established by this policy commence Specifications. without obtaining approved construction drawings by the City of Carmel Department of Engineering. e)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance 2)Foundation with Section 406 of the Standard Specifications. A)Generol f) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the a)This work shall consist of the construction /preparation of the foundation in accordance with time of placement. Section 105.03 of the Standard Specifications. g)Tack Coat material shall be distributed with equipment meeting the requirements of Section B)Excavotion and Embankment 409.03(a) of the Standard Specifications. a)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, C)Weather and Seasonal Limitations scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake o)HMA courses shall be placed when the ambient temperature and the temperature of the surface limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard on which it is to be placed is 457 (7•C) or above. The Engineer shall determine the ambient Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 . completely removed within the limits of the slope stakes. of the Standard Specifications. b)Excovations b)No mixture shall be placed on a frozen subgrade. (1) After excavation operations, all spongy and yielding material that does not readily compact c)Under no circumstances shall HMA mixtures be placed between December 15 and March 30. shall be removed from within the slope stake limits and the resulting void shall be refilled with d)If a foundation that is to receive one or more courses of base, intermediate, or surface HMA suitable material and compacted in accordance with Section 203 of the Standard Specifications. mixtures is placed and determined to be an approved foundation by the City prior to November (2) Any pronounced depressions within the slope stake limits resulting after excavation operations 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and shall be refilled with suitable material and compacted in accordance with Section 203 of the foundation surface temperature complies with the requirements of Section 4C(i) of this policy and Standard Specifications. the paving contractor pay for the services of a full time construction inspector and who shall act c)Embankments as an authorized agent of the Engineer. The Engineer shall select the construction inspector. (1) Embankments shall be constructed in accordance with Section 203 of the Standard e)lf the ambient and foundation surface temperature complies with the requirements of Section 4C(i) Specifications. of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an (2) All spongy and yielding material that does not readily compact shall be removed from within approved foundation provided that the paving contractor pay for the services of a full time the slope stake limits prior to embankment operations. construction inspector and who shall act as an authorized agent of the Engineer. The Engineer (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, shall select the construction inspector. scalping and topsoil removal shall be refilled with suitable material and compacted in f) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, accordance with Section 203 of the Standard Specifications prior to embankment operations. that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base (4) Prior to the construction of any embankment, the original ground surface within the limits of may result in substandard HMA placement, spreading and finishing. the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance D)Spreading and Finishing with Section 203 of the Standard Specifications. a)HMA courses shall be placed upon an approved foundation or other HMA course by means of Q) (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. (6) Loose depth of each embankment lift, final compacted depth, compaction method and b)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall compaction requirements shall be in accordance with Section 203 of the Standard be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA Specifications. mixtures shall be removed if directed. C)Soil Subgrades c)AII areas showing an excess or deficiency of binder shall be removed and replaced. a)Subgrades shall be prepared only after the installation of all utilities and subsurface drains d)AII HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall indicated on the approved construction documents to be located under the pavement are be removed and replaced. completed. Trench backfilling work of these installations shall be in accordance with the City of E) Joints Carmel Trench Backfilling specifications. x)Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, F) Compaction corrugations, or other irregularities. a)The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the c)The subgrade all be uniformly prepared, compacted and approved in accordance with Sections Standard Specifications immediately after the mixture has been spread and finished. 207.02, 207.03 and 207.04 of the Standard Specifications. b)Rollers shall not cause undue displacement, cracking, or shoving. d)Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot 5)Inspections mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section A)AII materials furnished and each part or detail of the work will be subject to inspection per Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial of the Engineer before any aggregate base or hot mix asphalt paving operations commence. conformance with this policy and the approved construction documents. e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains B)The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable work subject to the standards established by this policy. rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of the Aggregate Base. such proofrolls. D)Existing Pavement D)Sampling and testing of materials, equipment or construction work may be required at the expense a)Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is 306.07 and 306.08 of the Standard Specifications. in substantial conformance with this policy and the approved construction documents. Sampling and b)Locolized weak areas of the existing pavement section uncovered during the milling process shall testing shall conform to the requirements of the sections of the Standard Specifications applicable to be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard h - the portion of the work suspected to be non compliant or as directed by the Engineer. Specifications. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or c)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris thickness, pavements shall be cored and tested at the expense of the Contractor. The average and dust resulting from the operation. thicknesses of all courses must equal or exceed the minimum prescribed by the approved d)Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of construction documents, and no single core shall show a deficiency greater than one half inch the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of (1/2") in any course or total thickness from the pavement section indicated on the approved the Standard Specifications. The Contractor shall be responsible for payment of these liquidated construction documents. damages. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any 3)Aggregate Bases way from their obligations and responsibilities under their contracts. Specifically, inspection by the A)General Engineer, or by retained engineers or testing agencies, shall not require them to assume a)This work shall consist of placing a compacted aggregate on a prepared soil subgrade in responsibilities for the approved construction documents, for any misinterpretation of the approved accordance with Section 105.03 of the Standard Specifications. construction documents by the contractors during construction, or for the means and methods of b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, nor for safety on the job site. Specifications. G)Work identified to not meet the requirements of this policy or the approved construction documents, " c)The mater' ial shall be obtained from a Certified Aggregate Producer in accordance with Section unacceptable work, whether the result of poor workmanship, use of defective materials, damage 917 of the Standard Specifications. through carelessness, or any other cause found to exist prior to the final acceptance of the work, d)The Aggregate Base material shall be handled and transported to, and on, the work site in a shall be removed immediately and replaced in on acceptable manner at the Contractor's expense. manner that minimizes segregation and moisture loss. H)lf the Contractor fails to comply forthwith with any order made under the provisions of this e)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed greater than those indicated on the approved construction documents. and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies B)Temperoture and Seasonal Limitations due or to become due. a)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 1) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and 301.04 of the Standard Specifications. subject to immediate removal and replacement in accordance with the instructions provided by the b)Frozen material shall not be placed. Engineer. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow 6)Acceptance paving in accordance with Section 4C(iv) of this policy. A)Before acceptance of any phase of construction, the Engineer shall determine if the improvements C)Preporotion are in substantial compliance with this policy (except for any variances granted) and the approved a)The prepared foundation shall be free from objectionable or foreign materials at the time of construction documents placement. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the provided that the work is bonded for a period greater than three years. The Engineer shall establish Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance the extended bonding requirement. with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional v Q) CL 0 O 0 proof rolls may be required. . 0 C L7, Q) c U - J N C d N ,�,: 01 (-D = Z Li n ¢ N ��o LO N O - m p) 3 a /= ` N N_ U aD V `O O J p - , J V �" .. _.< .- V W m Z g n H F= W �° J � Z - 08 10 1 9 1 8 1 7 1 6 5 1 4 City of Carmel Concrete Curb Policy January 13, 2006 1) Genera I A)The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)lf any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which Bch can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)AII work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right -of -way shall be determined at the pre- construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. 0)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)Generol a)This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment o)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. b)Excavotions (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. c) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades a)Subgrodes shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. c)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. d)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A)General a)This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations a)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b)Frozen material shall not be placed. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation o)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 5 1 4 3 2 City of Carmel Concrete Curb Policy January 13, 2006 0 4)Concrete Curb A)General o)This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. b)Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. c)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. d)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. e)Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. f) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation a)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. b)AII displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations a)Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. b)No mixture shall be placed on a frozen subgrade or Aggregate Base. c)Under no circumstances shall concrete curb be placed between December 15 and March 30. d)lf a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. e)lf the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. f) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement a)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. b)Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. c)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. d)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints a)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. b)Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of 16-inch. c)Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the some location as the expansion joints in the adjoining sidewalk. F)Finishing and Curing a)The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.0- t(f) of the Standard Specifications. b)Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. c)The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G)Backfilling a)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. b)Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5)Inspections A)AII materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. o a 00 W U N 0 •c N • U Know what's below, C •C o > cd �" Cd � L W U� U "a _ 0� W-4 w C -q o,I- " -' ) a, �o T41 V W-4 Cn 11.0 �o o w U­4 1 1 1 x • " j Z 1O N M 3 "'T to 'Zl- c1 r, U) 00 "Zfi oo x �---� �o to b U � o � a O"__4 � - � rn 00 rn Q 4 CA 0) _ - 4. ,�/ P4 •c N • Z.:� Know what's below, C •C =3 U 00 W W = •> � L W �� U -Q U Q °°�� I--1 C 4) : Q Co U A - C � 'j V D 0 ©D U) CU �---� �o -0 J 0 C W J W E- a Q co W a En Q Z a M Z 0 W x `��\\ �S K. S 11 I& /;, \�� .. Q� G1ST f ... �� �� `9 2 '� y ODof C G � ` . .� P .� � .. IAN. F � `\ \. ,� - S" ii/iiNAL E 11 11111� JAMES K. SHINNEMAN P.E. 10200392 Q W H C IP4 W H W i V) W lP4 O U L__] � U, 3 _1 W _ - 4. • Know what's below, a N 00 °- w � Within Indiana Call y o :4� Q °°�� N Q M A - O D Z o � o �o 0 � - c0 w 04 x _ a Q Q Q 0 Q W E- a Q co W a En Q Z a M Z 0 W x `��\\ �S K. S 11 I& /;, \�� .. Q� G1ST f ... �� �� `9 2 '� y ODof C G � ` . .� P .� � .. IAN. F � `\ \. ,� - S" ii/iiNAL E 11 11111� JAMES K. SHINNEMAN P.E. 10200392 Q W H C IP4 W H W i V) W lP4 O U L__] � a o W _ - 4. Q w Know what's below, a � Call before you dig. a U Within Indiana Call SHEET NO. ti q W IN CA, O rzr Q4 O Q3 Ts t2 Z:; 9 0 9 U � 1'--I ,;� �4 E2 C) P-4 w 4 CID ;? z °:d 0 R 9'! Ems. Is U 0 W UQ, 811 or (500 - 382 -5544 24 Hours a Day, 7 Days a Week. SCALE: 1 " = 20' PER INDIANA STATE LAW IC 8 -1 -26. C302 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 DAYS BEFORE COMMENCING WORK. W12.0507 3 1 2 1 Jr- Q) V 0 V Ri a� U 3 0 0 N 0 U i �0 �o v�? C W � N n O O � Z N N CL O C �w N Q � .`• 0 x zs m Z �o os\Ld w w o' z J z z w n POINT OF BEGINNING NW CORNER OF LOT 1 CARMEL DRIVE SHOPPE "MILLER" REBAR FOUND O O \x O O CD O z ir- 7e7-'n A "C A 1 1 A' 5 5 BkG bhp BkG 7 6 5 REQUIRED: PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION 4 GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM' IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE – EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED ...._- ...- ...... STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES - SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL J LANDSCAPE PLAN NOTES: O1 SEED PER PERMANENT REQUIREMENTS, SEE SHEET C204 FOR SPECIFICATIONS. O2 LANDSCAPE BED EDGE (TYP) O3 MULCH GENERAL MULCH NOTE: MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL UNLESS SPECIFIED OTHERWISE. NOTE: ANY EXISTING TREE(S) THAT MAY REQUIRE (REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE S0, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL REQUIRED: PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION LANDSCAPE RECOMMENDATIONS AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB - SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED — — — — = ON THE JOB SITE. D 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR 7 TREES NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN 5 ORNAMENTAL ASSOCIATION OF NURSERYMEN. WEST SIDE, TYPE A REQUIRED — 10' REAR, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL 22 SHRUBS BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION 5 TREES OPERATIONS AND AS DIRECTED BY OWNER. SOUTH SIDE, TYPE A REQUIRED — 5' SIDE, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A 4 ORNAMENTAL PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE 16 SHRUBS DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED PINK FLOWERING DOGWOOD DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE 4 REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 0013 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL SEE PLAN PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 1 1/2" 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR X IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN a WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT O SURVIVE IN LOCATIONS NOTED. L 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR U FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, N CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY LLJ OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. 3 NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE DWARF BURNING BUSH GUYING AND STAKING FROM TREES. 14 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 0 14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% O APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF #2 BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT X APPROVED RATES. MIN 18" 15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND KNOCK OUT ROSE FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL 6 GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A Q FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE SEE PLAN USED IN LIEU OF PLANTING MIX. 16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. LANDSCAPE PLAN NOTES: O1 SEED PER PERMANENT REQUIREMENTS, SEE SHEET C204 FOR SPECIFICATIONS. O2 LANDSCAPE BED EDGE (TYP) O3 MULCH GENERAL MULCH NOTE: MULCH AROUND ALL PROPOSED LANDSCAPE MATERIAL UNLESS SPECIFIED OTHERWISE. NOTE: ANY EXISTING TREE(S) THAT MAY REQUIRE (REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE S0, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. 10 1 9 1 8 PRE- EMERGANCE HERBICIDE -\ VA 3" LAYER OF MULCH 3" LAYER OF MULCH /SURFACE FINISH (SEE PLAN) WEED FABRIC (WHEN NOTED ON PLANS) PREPARED w PLANTING BED REMOVE NON - BIODEGRADABLE ROOT CONTAINERS n o o° e[r71n� SUBGRADE P SEE PLANT SCHEDULE� PLAN FOR SPACING SECTION PLANTING SOIL SHALL BE EQUAL PARTS SPHAGNUM PEAT MOSS, COMPOSTED MANURE, AND EXISTING SOIL. TAMPED FIRMLY. GROUNDCOVER PLANTING (NO SCALE) 6 BALD CYPRESS REQUIRED: PROVIDED: LANDSCAPE RECOMMENDATIONS 13 TREES 13 TREES SECTION 26.04.06 (BUFFERYARD PLANTING) NORTH SIDE, TYPE A REQUIRED — 10' REAR, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 17 ORNAMENTAL 88 SHRUBS 17 ORNAMENTAL 88 SHRUBS D 7 TREES 7 TREES 5 ORNAMENTAL 5 ORNAMENTAL WEST SIDE, TYPE A REQUIRED — 10' REAR, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 22 SHRUBS 22 SHRUBS o 5 TREES 5 TREES SOUTH SIDE, TYPE A REQUIRED — 5' SIDE, 3 SHADE TREES, 2 ORNAMENTAL AND 9 SHRUBS PER 100 LF 4 ORNAMENTAL 4 ORNAMENTAL ~ 16 SHRUBS 18 SHRUBS 10 1 9 1 8 PRE- EMERGANCE HERBICIDE -\ VA 3" LAYER OF MULCH 3" LAYER OF MULCH /SURFACE FINISH (SEE PLAN) WEED FABRIC (WHEN NOTED ON PLANS) PREPARED w PLANTING BED REMOVE NON - BIODEGRADABLE ROOT CONTAINERS n o o° e[r71n� SUBGRADE P SEE PLANT SCHEDULE� PLAN FOR SPACING SECTION PLANTING SOIL SHALL BE EQUAL PARTS SPHAGNUM PEAT MOSS, COMPOSTED MANURE, AND EXISTING SOIL. TAMPED FIRMLY. GROUNDCOVER PLANTING (NO SCALE) 6 5 4 3 2 ".4" Df ha&ucid mulch. AgTtdwx-d rhl� e �� l rlclrh: l4 ec i rna1 h n..p ti, Rickhll G,;n- e>,,a lrna sCil, 'we've — II,i.Tauo el 6304 z air pnkc1s, Ranl v 8HCITCt r After ti'k`e f. Gf - c aai cbir,& or ?� -r cro RaCkttll i 2 • Rcm. 1pvc tats and lah41s N.-ic aniv dead or .1r0kcn ur ani;4es IN & jF1e k u i at purr n t "iiTnZ, R.Cot Co aG rare: Co]Lr shalt " cl er up Sc, 1"-24 kavi: t rjls vvul vatic-: Reiniave am ":suns scij' to It- -ate and exrk�r r+ :�t t1,xT, , Sail uade- s1 cs Of the Prne oniv de3J fir b.-I cn at ar °an t U_10: dud Fraft: :��t�:as,�ara �1=- C � tux ,] °al' l `z� 14v top m.-wecany'ks� �31`t +lf4ac and o. r; vi.go t tI.4e SlzV'T sides r-�t the 1'lrt ng p11 wa1.1::. SCALE: 1 " = 20' 0 10 20 40 2 o BALD CYPRESS 2 1/2" 1 X N w SEE PLAN 0 N D � �3 z O o W z pa a� (� O co I-, C3 ~ rte, N 0 PINK FLOWERING DOGWOOD 1 1/2" 4 X 0013 SEE PLAN CO FRINGETREE 1 1/2" 4 X ¢ SEE PLAN .0 a p v� `O `O O L U M 3 DWARF BURNING BUSH 18 -24" 14 X 00 V SEE PLAN MIN 18" DWARF FOTHERGILLA #2 9 X SEE PLAN MIN 18" KNOCK OUT ROSE #3 6 M 00 M Q X SEE PLAN MIN 18" GREEN GEM BOXWOOD 18" 26 X SEE PLAN MIN 18" SPREADING JUNIPER 18 -24" 15 X SEE PLAN MIN 18" HOLMSTRUP ARBORVITAE 15 -18" 14 X SEE PLAN FIRE KING ORANGE DAYLILY #3 104 X 24" 5 4 3 2 ".4" Df ha&ucid mulch. AgTtdwx-d rhl� e �� l rlclrh: l4 ec i rna1 h n..p ti, Rickhll G,;n- e>,,a lrna sCil, 'we've — II,i.Tauo el 6304 z air pnkc1s, Ranl v 8HCITCt r After ti'k`e f. Gf - c aai cbir,& or ?� -r cro RaCkttll i 2 • Rcm. 1pvc tats and lah41s N.-ic aniv dead or .1r0kcn ur ani;4es IN & jF1e k u i at purr n t "iiTnZ, R.Cot Co aG rare: Co]Lr shalt " cl er up Sc, 1"-24 kavi: t rjls vvul vatic-: Reiniave am ":suns scij' to It- -ate and exrk�r r+ :�t t1,xT, , Sail uade- s1 cs Of the Prne oniv de3J fir b.-I cn at ar °an t U_10: dud Fraft: :��t�:as,�ara �1=- C � tux ,] °al' l `z� 14v top m.-wecany'ks� �31`t +lf4ac and o. r; vi.go t tI.4e SlzV'T sides r-�t the 1'lrt ng p11 wa1.1::. SCALE: 1 " = 20' 0 10 20 40 2 o a' 3 � 00 N w 0 N D � �3 z O o W z pa a� (� O co I-, C3 ~ rte, N 0 O ' U 0013 CO W 0 J J r. ¢ .0 a p v� `O `O O L U M 3 Cd 00 V w O M 00 M Q �I w QI I w C!1 z Q z 0 co 5 w a ........... ... ®f ~ _ JAWMCKA .SUTY'W1qLR.S0300=92 q d U W W - w CO F W Z -2 o O o U 0 0 CL 4-4 w () Q4 co W r� C Know what's below. a w Q d Call before you dig. U a Within Indiana Coll SHEET No. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. Ll 1 PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� LA a' 3 N CD C � zpw_jaaaa W UQ o W z pa a� (� O co I-, w� ~ C N 0 O °a U 0013 CO W 0 J J x ¢ �I w QI I w C!1 z Q z 0 co 5 w a ........... ... ®f ~ _ JAWMCKA .SUTY'W1qLR.S0300=92 q d U W W - w CO F W Z -2 o O o U 0 0 CL 4-4 w () Q4 co W r� C Know what's below. a w Q d Call before you dig. U a Within Indiana Coll SHEET No. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. Ll 1 PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� LA a' 3 N .. 0 0 zpw_jaaaa F, N o W z pa a� (� O co I-, w� zo c7 O °a w x ¢ �I w QI I w C!1 z Q z 0 co 5 w a ........... ... ®f ~ _ JAWMCKA .SUTY'W1qLR.S0300=92 q d U W W - w CO F W Z -2 o O o U 0 0 CL 4-4 w () Q4 co W r� C Know what's below. a w Q d Call before you dig. U a Within Indiana Coll SHEET No. 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. Ll 1 PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING W12.0507 DAYS BEFORE COMMENCING WORK. 1 a� LA