Loading...
HomeMy WebLinkAbout1cLoz/t/9 0003J0 � H1V1S fid, OZE0010t '0N 1d111wens u.lo iS L Wtv/9 L u0191Aea 6"MM "ON 33W -nol Two aNna ma Am Z-VO9'69Z'L LF N LL09-0 NI `all!ASuo!Z 013J10 198a0 916D3 099 1(0 Juaua96ouow J;DIDMWao's }uawdojanaa a}!S 6uiaa9uI6u3 I!n!0 vv ad 0 a c L OZ 9 SlIViTl NOIl0nUSN00 0090 c L OZ -b 9 S-lIdl3a lOaN00 NOISM13 t0c0 c L OZ 9 S310N dddMS IOUN00 NOIS083 C0c0 c L OZ 9 NVId 108800 NOIS083 ZOM c L OZ 9 L 3SVHd `Wld ON QV80 L 0c0 c L OZ 9 NVId DMOV80 00c0 c l OZ 9 NVId 311S OOZO c L OZ -o 9 NVId NOW10Y 3a OO L 0 mZ t 9 133HS 83AOO 0000 :103roHd SIHl X103 43n02ldd`d SONIMV80 30 1SIl X3CINI 133HS dVW NOI1V301 1331'021d ZE091V NI `latUJBO pn18 IBUOISSGJBUO:)i4 I,. I,. �b�NOISS��IJNO� 3141 N lfml. d Jm l3UVdl3ml3/N313 311S r Y Y 7 Part of the Southeast Quarter of Station 35, Township 18 North, Range 3 East of the Second Principal Meridian in Hamilton County Indiana, being more par1iculady described as follows: Commencirq at the Southwest corer of the said Southeast Quarter motion; thence North 00 degrees 05 minutes 40 seconds West (assumed bearing) dung the West line of said Southeast Quarter Section a distance of 58.09 feet- theme North 89 daym 54 Minutes 20 seconds East a distonce of 55.00 feet to the intersection of the East right of way line of Pennsylvania Street and North right of way line of East 116th Street and the Beginning Point; thence North 00 degr 05 minutes 40 seconds W clang said East light of way lingo a ditstame of 673.44 feet; thane► North 88 degrm 46 minute 54 sends East a distance of 332.75 feet to o curare hTa*g a radius of MOO feet, the radius pint of which bears North 01 degrees 13 minutes 06 suds West thence Easterly along the an: of said curve al distance of 229.07 feet (chord bearing North 80 degrees 18 minutes 07 seconds EasL length, 228.19 feet) to +a point which beam South 18 degFea 43 minutes 06 seconds East from said radius point; thence north 71 degrees 16 minutes 54 seconds East a distance of 226.51 feet; thrice South 18 degrees 43 minutes 06 seconds East a distance of 78,76 feet to a curve having a radius of 1%00 feet, the radius point of which bears South 71 degrees 16 minutes 54 seconds West thence Southerly along the arc of said curve a distance of 4582 feet (chord beeng South 09 degirm 58 minutes 06 seconds East„ length 45.64 feet) to a point which bears North 88 4egirees 46 minutes 54 seconds East from sand radius point thence South 01 degirm 13 minutes 06 secands East a distance of 855,81 feet to the said North right of way line of East 116th Street; thence South 88 degrees 46 minutes 54 seconds West along said North right of way line a distance of 81&14 feet to the jingling Point. W NW L.L. F -- U) Q Z' 01 Z Z WI a I d Ii �.W e I fl it f Ocnatnoartsjt n " (Public R/W - Westbound lanes) _ Chd. - N 80`D E 2.19 I i c W I Nr L L ■ ■ ■ ■ I I I I I I I I I I 1 ILUI I I I I I� iii 0 N W48'54' E 33Z7s 0.158 `1•� Congressional Blvd / QkdonIdT&OL (Public R/W- Eastbound lanes) Ew t per Inst #87-9969 �• • N 48'54' E 1 U Or" w----_--- `� �aoeow-_---vi_------------ — — — — --�-- —_ ,SLP Grass / Lan caping ,aLP r _ L 6 10. \V9 S, X11, Cesg`'°0) Gorg wN -1000 CapRebar 1 /gpopede lraman / Ar 11 11 11 � 11 sass � 30H*� I 1 Il � I1 1 2122 CD 11144 111 1rJ `I I I II � Grass / Landscaping -WM ------ rm------ WMI--- --- Grass / Landscaping 12 'cJ *LP ' ca .82' / Rol 50. 4161111111111"11111111111111" Rebar 303 GROUP LLC hlk== ftw 9 nnc�o W J / - 111 Congressional Blvd. i I I Grass I / 2- II \ I C T�Idjj tp-V t I / Grass 4 = I Jo.iw aa.�rs, I Grass e ------.i. ° 6rttt / / / i o' I 1 j I j� �_- / ��� ,�� '� / moi''' ,�.�'// ��-�''•''� /� cc CL Grass / Laridscaping Gross _ _ 2 Torn I ( /// / !/t►44-� —51: v I DRAK4K 30 TOR �b � I .�t1-.-_— / __ � / i / �'' /i i ice' I .-''•''-,p+''1�''� /i' ��,� �� 1 i 1 E ` I ! / '__D'-- / j / /�- // // / -�.-._ ii/ �'�•'✓' moi' i _J \\ !! / Grass ! ! r /9_yL E -- E---------r-------- I--* ------- _l------------=--------------->� -- -- -----=--- ---�"=------------�=--- ��------ ----------------------- � �--___'` 5. 24 -60 41 I/ i / ! �.—' L_---ani—'"�������" ------------e4e----'-- g �• _ ___.__ — 64&- S 88'48'54' W 518.14'` f � II II __._._ _..--' a ..._.--✓ A -------- -------- -- — — --- -- — — — - ------------�-----_____=�._�.�--=-----M4—----__— '-_------_-----------�—D44— -,.__ � _ _ �s�._s'� �_ ..- s-r.�s r'ar. ar.gr.ri-r.-aae-�a.e-ertiir.�.a-.gra-. ria +-.:�-�-.a r. v.t i+-��+a•-•'i+ r+'-�^�- �• -' 'asaaa-a-aa a a---a-a- -- 1_'�'-+..,..,.• /tl�aa.sa:a:aoaaaaa:ea aaaaaaaaa.aa:a--a-aa---a a a a -a -a -a a-- r— `- Vd� f � r M .� M ■M.��F� 0 40 80 GRAPHIC SCALE IN FEET DEMOLITION NOTES 1. THE EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO LIMITED AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATIONAT 1-800-382-5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILLITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR BY OTHERS DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED THE AFFECTED PARTY. 3. DEMOLISH AND COMPLETELY TREMOVE FROM THE SITE THE EXISTING UNDERGROUND U71UTIES INDICATED FOR REMOVAL COORDINATE WITH UTILITY COMPANIES FOR SHUT—OFF SERVICE IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING ASPHALT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED. MATERIALS SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVAL OF PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL PAVED AREAS INDIVCATED FOR REMOVAL THAT ARE CONNECTED TO OTHER PAVEMENT. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. REMOVE ALL INORGANIC OR TOXIC WATER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL 7. ALL MUD, DIRT AND GRAVEL OR OTHER MATERIALS TRACKED ONTO STREETS OR SIDEWALKS SHALL BE REMOVED BY CONTRACTOR ON A REGULAR BASIS TO PREVENT SAID MATERIAL FROM ENTERING A WATERWAY OF STORM DRAIN. CONTRACTOR MUST KEEP AIRBORNE DUST TO A MINIMUM USING WATER OR OTHER EFFECTIVE METHODS. 8. THE USE OF EXPLOSIVES IS PROHIBITED. 9. ALL EXCAVATION FOR UTILITIES MUST BE COORDINATED IN ADVANCE WITH THE PROPER UTILITY COMPANIES. 10. ANY AND ALL ITEMS, PUBLIC OR PRIVATE, THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR PRECONSTRUCTION CONDITION OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. PROTECTION OF ITEMS FROM DAMAGE DURING CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. DAMAGE OR REMOVAL OF EXISTING ITEMS SHALL BE KEPT TO A MINIMUM. 11. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBANKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE OWNER'S ENGINEER. 12.ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND OTHER APPLICABLE AGENCY REQUIREMENTS. DYED NOTES / LEGEND -- OA SAWCUT & REMOVE CURB OB SAWCUT & REMOVE PAVEMENT © REMOVE PARKING STRIPE OD REMOVE INLET Q REMOVE TREES AND ROOT BALLS (PHASE 2 ONLY) FO UTILITY INFORMATION SHOWN ON PLAN AT THIS LOCATION QUESTIONABLE AND REQUIRES SPECIAL CONSIDERATION BY CONTRACTOR. 0 Z 0 cV no Z W t� Q 3 i o coo Z c E m N 0) o� � C • 0 • a2 ° N M r � m o E o = U to N . W v V Y U w 0 Z� 110--i O W to0 SHEET N0. C100 Q Z O W W 0 Z� z O m a W _ Z _ Z O W .J W � Q z O Z � W W 2 W O W a SHEET N0. C100 GENERAL NOTES 1. ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED BY CONTRACTOR TO THE ENGINEER FOR REVIEW. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO CARMEL STANDARD SPECIFICATIONS AND TO STATE REGULATIONS, AS APPROPRIATE. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY THE CONTRACTOR. 8. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 9. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4. OF TOP SOIL. 10. CONTRACTOR SHALL RESURFACE OR RECONSTRUCT TO AT LEAST ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWN IS DAMAGED DURING CONSTRUCTION FROM WORK PERFORMED OR TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 11. ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL 12. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD. 14. HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. KEYED NOTES (SEE APPLICAPLE DETAILS ON SHEET C500) OA HEAVY DUTY ASPHALT PAVEMENT © REGULAR DUTY ASPHALT PAVEMENT © TRASH COMPACTOR AND DUMPSTER ENCLOSURE OD 24" MOUNTABLE (ROLL) CURB OE RIGHT-OF-WAY CONCRETE PAVEMENT OF 6" INTEGRAL CONCRETE CURB AND 6" CONCRETE TRAFFIC ISLAND © 10 -FOOT ASPHALT PATH (BITUMINOUS RECREATIONAL PATH) Q GENERATOR PAD - 6", 4000 PSI REINFORCED CONCRETE PAVEMENT, #3 BARS 18" ON CENTER EACH WAY OR 6X6-8/8 WELDED WIRE. OI 10 -FT TALL CONCRETE BLOCK SCREENING WALL. CONTRACTOR SHALL SUBMIT STRUCTURAL DETAILS AND DESIGN BY LICENSED ENGINEER FOR OWNER'S APPROVAL PRIOR TO CONSTRUCTION. FOOTING DESIGN SHALL SHALL PROVIDE ADEQUATE SEPARATION FROM AND PROTECTION OF EXISTING CONCRETE STORM PIPE. OJ MODIFIED CURB RAMP TYPE 'D' W/ DETECTABLE WARNINGS OK DEPRESSED CONCRETE CURB W/ 18" GUTTER © STEEL PIPE BOLLARDS (2 TOTAL) Q 4" PAINTED WHITE STRIPE ON WHITE PAINTED ARROWS ON PAVEMENT (13 TOTAL) Do CONCRETE WHEEL STOPS Q BED OF #8 STONE, 6" THICK ® SAWED CRACK CONTROL JOINTS, EACH WAY Q DUMPSTER APRON - 8", 4000 PSI REINFORCED CONCRETE PAVEMENT, #3 BARS 18" ON CENTER EACH WAY OR 6X6-8/8 WELDED WIRE. Os DUMPSTER FOUNDATION - 8", 4000 PSI REINFORCED CONCRETE PAVEMENT, #3 BARS 18" ON CENTER EACH WAY OR 6X6-8/8 WELDED WIRE. Q CONCRETE APRON AT (EACH) DRAINAGE INLET IN PAVEMENT /r'N NORTH 0 20 40 GRAPHIC SCALE IN FEET Know whd W10W. Call beWe you dig. wj Z O ro a W co as M z W CDOf af J Q Z O as U) W 99 0 Z O m V W O W aZ V Zqrm r W 2 W O w IL — SHEET N0. C200 vj L L Know what's below. Call boWs you dig. VERTICAL DATUM HAMILTON G54 ELEV. 844.04 (NAVD 88) I.S.H.C. BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S.-31, 100 FEET WEST OF CENTERLINE OF SOUTHBOUND LANES OF US 31 do 2 FEET EAST OF R/W FENCE AT STA. 345+00. CSC TBM #1 ELEVATION 848.73' A CHISELED "X" ON THE SOUTHWEST BONNET BOLT OF EXISTING FIRE HYDRANT, 20.85' NORTHWEST OF THE NORTHWEST CORNER OF EXISTING 5 -STORY BUILDING, 6.53 NORTH OF AN EXISTING HOSE BIB. CSC TBM #2 ELEVATION 845.22 A CUT SQUARE ON THE SOUTH SIDE OF AN EXISTING CONCRETE LIGHT POLE BASE. 196.9' SOUTHEAST OF THE NORTHEAST CORNER OF EXISTING 5 -STORY BUILDING CORNER, 220' NORTHEAST OF THE SOUTHEAST CORNER OF EXISTING 5 -STORY BUILDING CORNER, 64.9' NORTHWEST OF EXISTING CURB INLET. -_---844--- ----== -------------�- .-� �zt--rtt�==Y--------------------------------- - ----- ----- ___-_-__�_=_---a44-----__--------------------------- GRADING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMIEENSIONS. 7 ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUB -DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS 10. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 11. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 12. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PUNS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 13. FILL MATERIAL SHALL BE PLACE IN ACCORDANCE WITH INDOT STANDARDS (8" MAX LOOSE LIFTS, COMPACTED TO 95X MAX DRY DENSITY, MOISTURE CONTENT WITHIN -2 AND +1 X OF OPTIMUM.) 14. PROPOSED SPOT ELEVATIONS, WHEN ADJACENT TO A CURB, INDICATE GUTTER ELEVATION ONLY. UNLESS OTHERWISE INDICATED, TOP OF CURB ELEVATION RELATIVE TO GUTTER ELEVATION PROVIDED IS PER CURB DETAILS SHOWN ON C500. ------------------------844--- _ _ NV. E_dt 1 8" PVC --------------------------- UTILITY NOTES 1. EXISTING UNDERGROUND UTILITIES AREA SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITIES, AND SHALL REPAIR ANY DAMAGE DONE TO THE EXISTING UTILITIES DURING PROBING OR CONSTRUCTION. AS PART OF OBTAINING ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING THE FOLLOWING ORGANIZATION 48 HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. ALL STORM DRAINAGE WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF INDIANAPOLIS STORM SEWER SPECIFICATIONS AND GUIDELINES. 3. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 4. WATER AND SEWER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH CITIZENS ENERGY GROUP AND CITY OF INDIANAPOLIS STANDARDS AND REQUIREMENTS. 5. CONCRETE PIPE SHALL BE INSTALLED WITH 0 -RING JOINTS. 6. PRIOR TO PAVING OPERATIONS, CONTRACTOR SHALL INSTALL ALL UNDERGROUND CONDUITS, SLEEVES AND PULL -WIRES NECESSARY FOR ELECTRICAL SERVICES TO SITE LIGHTING, EXTERIOR SIGNAGE. FUEL SYSTEM AND SENSOR LOOPS FOR THIS PROJECT. 7. CONTRACTOR SHALL OBTAIN ARCHITECTURAL, MECHANICAL. ELECTRICAL AND PLUMBING PLANS PREPARED FOR THIS PROJECT AND SHALL PROVIDE UTILITY CONNECTIONS IN ACCORDANCE WITH LOCATIONS SHOWN THEREIN. 8. CASTINGS ON ALL INLETS SHALL STATE "NO DUMPING, DRAINS TO STREAM" IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" HEIGHT. KEYED NOTES (REFER TO PERTINENT DETAILS ON SHEET C500) AO 4" DIA PERF PIPE UNDERDRAINS AT INLETS AS SHOWN O ROCK CHUTES AT PIPE OUTFALLS AS SHOWN © CONTRACTOR SHALL EXTEND ELECTRICAL SERVICE TO DUMPSTER ENCLOSURE AS REQUIRED TO SERVICE TRASH COMPACTOR, LIGHTING AND OVERHEAD DOOR. WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL OBTAIN APPLICABLE PERMITS. COORDINATE WITH BUILDING OWNER FOR LOCATIONS OF CONDUIT AND ALL CONNECTIONS. DO CONNECT TO EXISTING 12" RCP O SPOT GRADES SHOWN AT CURBS ARE GUTTER GRADES. REFER TO DETAILS FOR CURB HEIGHTS. DRAINAGE STRUCTURE DATA TABLE STRUCT. ID TYPE CASTING DESCRIPTION/COMMENT 16O TYPE A INLET (2'X2') � yIh7 mm JQ1 HEAVY DUTY OPEN GRATE, FLAT 4 �� UO o j C14 N klL k 24" ROI TYPE A INLET (2'X2') R-3405 HEAVY DUTY OPEN GRATE, FLAT 2.1 (o NA NORTH .� TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 3.1 � - Cu do Gutter TYPE A INLET (2'X2') 0 30 60 HEAVY DUTY OPEN GRATE, FLAT 4.1 TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 4.2 CONCRETE END SECTION O GRAPHIC SCALE IN FEET CCTM# TYPE A INLET (2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 6.0 OUTLET CONTROL STRUCTURE NA W "I rzv) Z O / NO TERM FUND NU BEEHIVE � TOR = i 0 r O % ! INV_ Nr -_---844--- ----== -------------�- .-� �zt--rtt�==Y--------------------------------- - ----- ----- ___-_-__�_=_---a44-----__--------------------------- GRADING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMIEENSIONS. 7 ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUB -DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS 10. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 11. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 12. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PUNS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 13. FILL MATERIAL SHALL BE PLACE IN ACCORDANCE WITH INDOT STANDARDS (8" MAX LOOSE LIFTS, COMPACTED TO 95X MAX DRY DENSITY, MOISTURE CONTENT WITHIN -2 AND +1 X OF OPTIMUM.) 14. PROPOSED SPOT ELEVATIONS, WHEN ADJACENT TO A CURB, INDICATE GUTTER ELEVATION ONLY. UNLESS OTHERWISE INDICATED, TOP OF CURB ELEVATION RELATIVE TO GUTTER ELEVATION PROVIDED IS PER CURB DETAILS SHOWN ON C500. ------------------------844--- _ _ NV. E_dt 1 8" PVC --------------------------- UTILITY NOTES 1. EXISTING UNDERGROUND UTILITIES AREA SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITIES, AND SHALL REPAIR ANY DAMAGE DONE TO THE EXISTING UTILITIES DURING PROBING OR CONSTRUCTION. AS PART OF OBTAINING ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING THE FOLLOWING ORGANIZATION 48 HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. ALL STORM DRAINAGE WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF INDIANAPOLIS STORM SEWER SPECIFICATIONS AND GUIDELINES. 3. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 4. WATER AND SEWER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH CITIZENS ENERGY GROUP AND CITY OF INDIANAPOLIS STANDARDS AND REQUIREMENTS. 5. CONCRETE PIPE SHALL BE INSTALLED WITH 0 -RING JOINTS. 6. PRIOR TO PAVING OPERATIONS, CONTRACTOR SHALL INSTALL ALL UNDERGROUND CONDUITS, SLEEVES AND PULL -WIRES NECESSARY FOR ELECTRICAL SERVICES TO SITE LIGHTING, EXTERIOR SIGNAGE. FUEL SYSTEM AND SENSOR LOOPS FOR THIS PROJECT. 7. CONTRACTOR SHALL OBTAIN ARCHITECTURAL, MECHANICAL. ELECTRICAL AND PLUMBING PLANS PREPARED FOR THIS PROJECT AND SHALL PROVIDE UTILITY CONNECTIONS IN ACCORDANCE WITH LOCATIONS SHOWN THEREIN. 8. CASTINGS ON ALL INLETS SHALL STATE "NO DUMPING, DRAINS TO STREAM" IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" HEIGHT. KEYED NOTES (REFER TO PERTINENT DETAILS ON SHEET C500) AO 4" DIA PERF PIPE UNDERDRAINS AT INLETS AS SHOWN O ROCK CHUTES AT PIPE OUTFALLS AS SHOWN © CONTRACTOR SHALL EXTEND ELECTRICAL SERVICE TO DUMPSTER ENCLOSURE AS REQUIRED TO SERVICE TRASH COMPACTOR, LIGHTING AND OVERHEAD DOOR. WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL OBTAIN APPLICABLE PERMITS. COORDINATE WITH BUILDING OWNER FOR LOCATIONS OF CONDUIT AND ALL CONNECTIONS. DO CONNECT TO EXISTING 12" RCP O SPOT GRADES SHOWN AT CURBS ARE GUTTER GRADES. REFER TO DETAILS FOR CURB HEIGHTS. DRAINAGE STRUCTURE DATA TABLE STRUCT. ID TYPE CASTING DESCRIPTION/COMMENT 16O TYPE A INLET (2'X2') � yIh7 mm JQ1 HEAVY DUTY OPEN GRATE, FLAT 4 �� UO o j C14 N klL k PRECAST o Z TYPE A INLET (2'X2') R-3405 HEAVY DUTY OPEN GRATE, FLAT 2.1 (o NA NORTH .� TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 3.1 CONCRETE END SECTION NA PRECAST 4.0 TYPE A INLET (2'X2') 0 30 60 HEAVY DUTY OPEN GRATE, FLAT 4.1 TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 4.2 CONCRETE END SECTION O GRAPHIC SCALE IN FEET 5.0 TYPE A INLET (2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 6.0 OUTLET CONTROL STRUCTURE NA W "I rzv) Z O vm 0 r O _V _........ -_ Z - Z N 1Y In coo 4ew CO N ch G `Jch 1 N M 6" v a C t W 3 V /4" � O U fn N Z / o 6� a O / / / 0 N t 111 / 4" v / / OI W t0 -_---844--- ----== -------------�- .-� �zt--rtt�==Y--------------------------------- - ----- ----- ___-_-__�_=_---a44-----__--------------------------- GRADING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMIEENSIONS. 7 ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUB -DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS 10. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 11. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 12. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PUNS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 13. FILL MATERIAL SHALL BE PLACE IN ACCORDANCE WITH INDOT STANDARDS (8" MAX LOOSE LIFTS, COMPACTED TO 95X MAX DRY DENSITY, MOISTURE CONTENT WITHIN -2 AND +1 X OF OPTIMUM.) 14. PROPOSED SPOT ELEVATIONS, WHEN ADJACENT TO A CURB, INDICATE GUTTER ELEVATION ONLY. UNLESS OTHERWISE INDICATED, TOP OF CURB ELEVATION RELATIVE TO GUTTER ELEVATION PROVIDED IS PER CURB DETAILS SHOWN ON C500. ------------------------844--- _ _ NV. E_dt 1 8" PVC --------------------------- UTILITY NOTES 1. EXISTING UNDERGROUND UTILITIES AREA SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITIES, AND SHALL REPAIR ANY DAMAGE DONE TO THE EXISTING UTILITIES DURING PROBING OR CONSTRUCTION. AS PART OF OBTAINING ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING THE FOLLOWING ORGANIZATION 48 HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. ALL STORM DRAINAGE WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF INDIANAPOLIS STORM SEWER SPECIFICATIONS AND GUIDELINES. 3. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 4. WATER AND SEWER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH CITIZENS ENERGY GROUP AND CITY OF INDIANAPOLIS STANDARDS AND REQUIREMENTS. 5. CONCRETE PIPE SHALL BE INSTALLED WITH 0 -RING JOINTS. 6. PRIOR TO PAVING OPERATIONS, CONTRACTOR SHALL INSTALL ALL UNDERGROUND CONDUITS, SLEEVES AND PULL -WIRES NECESSARY FOR ELECTRICAL SERVICES TO SITE LIGHTING, EXTERIOR SIGNAGE. FUEL SYSTEM AND SENSOR LOOPS FOR THIS PROJECT. 7. CONTRACTOR SHALL OBTAIN ARCHITECTURAL, MECHANICAL. ELECTRICAL AND PLUMBING PLANS PREPARED FOR THIS PROJECT AND SHALL PROVIDE UTILITY CONNECTIONS IN ACCORDANCE WITH LOCATIONS SHOWN THEREIN. 8. CASTINGS ON ALL INLETS SHALL STATE "NO DUMPING, DRAINS TO STREAM" IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" HEIGHT. KEYED NOTES (REFER TO PERTINENT DETAILS ON SHEET C500) AO 4" DIA PERF PIPE UNDERDRAINS AT INLETS AS SHOWN O ROCK CHUTES AT PIPE OUTFALLS AS SHOWN © CONTRACTOR SHALL EXTEND ELECTRICAL SERVICE TO DUMPSTER ENCLOSURE AS REQUIRED TO SERVICE TRASH COMPACTOR, LIGHTING AND OVERHEAD DOOR. WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL OBTAIN APPLICABLE PERMITS. COORDINATE WITH BUILDING OWNER FOR LOCATIONS OF CONDUIT AND ALL CONNECTIONS. DO CONNECT TO EXISTING 12" RCP O SPOT GRADES SHOWN AT CURBS ARE GUTTER GRADES. REFER TO DETAILS FOR CURB HEIGHTS. co) U) W Z 0 U W Q z W 2 W 0 w a SHEET N0. C300 DRAINAGE STRUCTURE DATA TABLE STRUCT. ID TYPE CASTING DESCRIPTION/COMMENT 1.0 TYPE A INLET (2'X2') R-3405 HEAVY DUTY OPEN GRATE, FLAT 1.1 CONCRETE END SECTION NA PRECAST 2.0 TYPE A INLET (2'X2') R-3405 HEAVY DUTY OPEN GRATE, FLAT 2.1 CONCRETE END SECTION NA PRECAST 3.0 TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 3.1 CONCRETE END SECTION NA PRECAST 4.0 TYPE A INLET (2'X2') R-3405 HEAVY DUTY OPEN GRATE, FLAT 4.1 TYPE A INLET 2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 4.2 CONCRETE END SECTION NA PRECAST 5.0 TYPE A INLET (2'X2' R-3405 HEAVY DUTY OPEN GRATE, FLAT 6.0 OUTLET CONTROL STRUCTURE NA SEE DETAIL SHT C500 co) U) W Z 0 U W Q z W 2 W 0 w a SHEET N0. C300 W W w F_ Q z z w CL ,48.81' 1 O°' _�P, 1 II III III I iiI I III nrlerloeme�It III II MOW Wim a MOW■ Call bei m you dig. VERTICAL DATUM HAMILTON G54 ELEV. 844.04 (NAVD 88) I.S.H.C. BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S.-31, 100 FEET WEST OF CENTERLINE OF SOUTHBOUND LANES OF US 31 & 2 FEET EAST OF R/W FENCE AT STA. 345+00. CSC TBM #1 ELEVATION 848.73' FIRE CHISELED NO NORTHWEST CORNER OFUEXISTING THWEST BONNET EXISTING HYDRANT, STORY BUILD NG, 6 53NORTHOFANNORTHWEST HOSE BT OF IB. HE CSC TBM #2 ELEVATION 845.22 A CUT SQUARE ON THE SOUTH SIDE OF AN EXISTING CONCRETE LIGHT POLE BASE. 196.9' SOUTHEAST OF THE NORTHEAST CORNER OF EXISTING 5—STORY BUILDING CORNER, 220' NORTHEAST OF THE SOUTHEAST CORNER OF EXISTING 5—STORY BUILDING CORNER, 64.9' NORTHWEST OF EXISTING CURB INLET. ----------- - .-- ------- 844--------------------�=------_ -_---------_-�r-------------------------- -- ------------------ ------------ ------ - -----844- GRADING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE RESPONSIBLE PARTY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL 7 UNDER OR WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL THE NECESSITY FOR SUB -DRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. & CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT ANY DEFICIENT CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO STANDARD INDOT SPECIFICATIONS. 11. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 12. CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER. IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER 13. FILL MATERIAL SHALL BE PLACE IN ACCORDANCE WITH INDOT STANDARDS (8' MAX LOOSE LIFTS, COMPACTED TO 95X MAX DRY DENSITY, MOISTURE CONTENT WITHIN -2 AND +1 X OF OPTIMUM.) 14. PROPOSED SPOT ELEVATIONS, WHEN ADJACENT TO A CURB, INDICATE GUTTER ELEVATION ONLY. UNLESS OTHERWISE INDICATED, TOP OF CURB ELEVATION RELATIVE TO GUTTER ELEVATION PROVIDED IS PER CURB DETAILS SHOWN ON C500. 19Y UNDERGROUND UTILITIES AREA SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT 1. EXISTING LOCATION OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITIES, AND SHALL REPAIR ANY DAMAGE DONE TO THE EXISTING UTILITIES WRING PROBING OR CONSTRUCTION. AS PART OF OBTAINI NG ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTAITIEB, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING THE FOLLOWING ORGANIZATION 48 HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. ALL STORM DRAINAGE WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF CARMEL AND HAMILTON COUNTY STORM SEWER SPECIFICATIONS AND GUIDELINES. 3. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 4. CONCRETE PIPE SHALL BE INSTALLED WITH O-RING JOINTS 5. PRIOR TO PAVING OPERATIONS. CONTRACTOR SHALL INSTALL ALL UNDERGROUND CONDUITS, SLEEVES AND PULL -WIRES NECESSARY FOR ELECTRICAL SERVICES TO SITE LIGHTING, EXTERIOR SIGNAGE, FUEL SYSTEM AND SENSOR LOOPS FOR THIS PROJECT. 6. CONTRACTOR SHALL OBTAIN ARCHITECTURAL. MECHANICAL. ELECTRICAL k PLUMBING PLANS PREPARED FOR THIS PROJECT AND SHALL PROVIDE UTILITY CONNECTIONS IN ACCORDANCE WITH LOCATIONS SHOWN THEREIN. _-,-------------------844-- _ ---_INV. LE 1 _ --844------_ --- - _--.—..—.—..—..—.-•---_:--_.._.. --- PVC KEYED NOTES (REFER TO PERTINENT DETAILS ON SHEET C500) O 4—FT—WIDE CURB TURNOUT O 24'—WIDE CONCRETE ROLL CURB & GUTTER © SURFACE SAND FILTER. BOTTOM AREA = 6' x 30'. SEE SECTION, THIS SHEET. OD 4' PERFORATED PIPE UNDERDRAIN IN GRAVEL TRENCH (30 LF) W/ CLEANOUT AT UPSTREAM END. EO 4' NON—PERFORATED PIPE WITH CLEANOUT AT BEND. CONNECT TO EXISTING DRAINAGE STRUCTURE. FO RAISE EXISTING TOP OF CASTING TO ELEV. 844.35. © INSTALL PIPE AND PLACE TEMPORARY CONCRETE PLUG ON EACH END. OH 24' x 24' x 34' ROCK LEVEL SPREADER. lO GRASSED SWALE ON 2.5% GRADE. 0 INSTALL TYPE 'A' CONCRETE INLET W/ GRATE CASTING (NEENAH R-3405) _r _w _w — = SILT FENCE ® = ROCK CHECK DAM = ROCK RIPRAP / OUTLET PROTECTION r A— A-1 = SILT FENCE INLET PROTECTION "NORTH 0 30 60 GRAPHIC SCALE IN FEET 'M Q. Z 0 ro F O Z J Q Z 0 W z 0 W a U) p z W 2 W 0 a m Z NOW- c J W 0 r r r SHEET NO. C301 7 7 L fl: VERTICAL DATUM HAMILTON G54 ELEV. 844.04 (NAVD 88) I.S.H.C. BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S.-31, 100 FEET WEST OF CENTERLINE OF SOUTHBOUND LANES OF US 31 do 2 FEET EAST OF R/W FENCE AT STA. 345+00. CSC TSM X11 ELEVATION 848.73' A CHISELED "X" ON THE SOUTHWEST BONNET BOLT OF EXISTING FIRE HYDRANT, 20.85' NORTHWEST OF THE NORTHWEST CORNER OF EXISTING 5 -STORY BUILDING, 6.53 NORTH OF AN EXISTING HOSE BIB. CSC TBM #2 ELEVATION 845.22 A CUT SQUARE ON THE SOUTH SIDE OF AN EXISTING CONCRETE LIGHT POLE BASE. 196.9' SOUTHEAST OF THE NORTHEAST CORNER OF EXISTING 5 -STORY BUILDING CORNER, 220' NORTHEAST OF THE SOUTHEAST CORNER OF EXISTING 5 -STORY BUILDING CORNER, 64.9' NORTHWEST OF EXISTING CURB INLET. 9 kaL k — - ---- A—A—^XIt.��w�-------------_-- — ---= _ — ----844-- ------ — --- --- : � GENERAL NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, MUD, SILT, WASTEWATER AND OTHER SUBSTANCES ON THE SITE DURING CONSTRUCTION THAT COULD POTENTIALL ENTER THE STORM SEWER SYSTEM AND CAUSE POLLUTION. CONTROL OF POTENTIAL POLLUTANTS SHALL BE TO PREVENT THEIR TRANSPORT FROM THE SITE BY THE ACTION OF WIND, STORM WATER RUNOFF OR OTHER FORCES. PROPER DISPOSAL AND MANAGEMENT OF ALL WASTES AND UNUSED MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. PUBLIC OR PRIVATE ROADWAYS AND GUTTERS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE AREA OF LIKELY ORIGIN OR TO ANOTHER SUITABLE LOCATION. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL AND REGULATORY REQUIREMENTS. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY PERTINENT AGENCIES FROM THE TOWN, STATE OR LOCAL SWCD. 5. ALL EROSION CONTROL MEASURES, MATERIALS AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STATE OF INDIANA STORM WATER QUALITY MANUAL. & —844-- —-- '_— ---844 --- — -- "NORTH 0 30 60 GRAPHIC SCALE IN FEET — SF — SF — g — sF — = SILT FENCE ® = ROCK CHECK DAM z dift I O CONSTRUCTION LIMITS = ROCK DONUT i 00 00 N C m C v o aL. 0 E 2 o W 3 0 sR po _ E w U V1 V! PROTECTION = AREA SUBJECT TO TEMPORARY SEEDING DURING Ih = SILT FENCE INLET C C T 3M#j, z o U Y r� r y VEGETATION AFTER CONSTRUCTION (SEE LANDSCAPE PLANS) r d , 0 v W = EROSION CONTROL BLANKET (WITH SEED) AMERICAN W O = CURB INLET INLET PROTECTION ccLL1 EXCELSIOR PREMIER STRAW ECB, OR APPROVED EQUAL Q Z (CATCH-ALL OR DANDYBAG OR SIMILAR) � v L IP J r W = GRAVEL CONSTRUCTION ENTRANCE (SUBJECT TO APPROVAL r-0113 —i a FROM OWNER, CONTRACTOR MAY USE AN EXISTING PAVED 9 kaL k — - ---- A—A—^XIt.��w�-------------_-- — ---= _ — ----844-- ------ — --- --- : � GENERAL NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, MUD, SILT, WASTEWATER AND OTHER SUBSTANCES ON THE SITE DURING CONSTRUCTION THAT COULD POTENTIALL ENTER THE STORM SEWER SYSTEM AND CAUSE POLLUTION. CONTROL OF POTENTIAL POLLUTANTS SHALL BE TO PREVENT THEIR TRANSPORT FROM THE SITE BY THE ACTION OF WIND, STORM WATER RUNOFF OR OTHER FORCES. PROPER DISPOSAL AND MANAGEMENT OF ALL WASTES AND UNUSED MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. PUBLIC OR PRIVATE ROADWAYS AND GUTTERS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE AREA OF LIKELY ORIGIN OR TO ANOTHER SUITABLE LOCATION. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL AND REGULATORY REQUIREMENTS. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY PERTINENT AGENCIES FROM THE TOWN, STATE OR LOCAL SWCD. 5. ALL EROSION CONTROL MEASURES, MATERIALS AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STATE OF INDIANA STORM WATER QUALITY MANUAL. & —844-- —-- '_— ---844 --- — -- "NORTH 0 30 60 GRAPHIC SCALE IN FEET — SF — SF — g — sF — = SILT FENCE ® = ROCK CHECK DAM z dift 000000000 0000001001 O CONSTRUCTION LIMITS = ROCK DONUT r -1 00 00 N C m C v o aL. 0 E 2 o W 3 0 sR po _ E w U V1 V! PROTECTION = AREA SUBJECT TO TEMPORARY SEEDING DURING Ih = SILT FENCE INLET Ill CONSTRUCTION AND PERMANENT SEEDING AND / OR L- sirJ z o U Y r� r y VEGETATION AFTER CONSTRUCTION (SEE LANDSCAPE PLANS) r d , 0 v W = EROSION CONTROL BLANKET (WITH SEED) AMERICAN W O = CURB INLET INLET PROTECTION ccLL1 EXCELSIOR PREMIER STRAW ECB, OR APPROVED EQUAL Q Z (CATCH-ALL OR DANDYBAG OR SIMILAR) � v L IP J r W = GRAVEL CONSTRUCTION ENTRANCE (SUBJECT TO APPROVAL r-0113 —i a FROM OWNER, CONTRACTOR MAY USE AN EXISTING PAVED ENTRANCE FROM CONGRESSIONAL BLVD.) O = CONCRETE WASHOUT AREA = ROCK RIPRAP / OUTLET PROTECTION L_ c%,13J a C't0d—' J = PORT -O -LET LOCATION POL — POL — POL CSi— 'i— S1 = TEMPORARY MATERIALS STORAGE AREA Ts — Ts — Ts CSu — Su — ' ] = TEMPORARY TRASH STORAGE AREA TTS — TTS — TTS z O O z z Wco Q z ocoo O o E o �o 00 00 N C m C v o aL. 0 E 2 o W 3 0 M t 0 po _ E w U V1 V! W z 0 N C O _ Ill N t z o U Y r� r y 0 U o W 0 v W J Q z O ra W � o z O m 0 W O z - ccLL1 W Q Z V � v z r W r a W O w a C302 Z g a J 0H Z O V Z O co) O W SITE NAME: PARKING IMPROVEMENTS AT 111 CONGRESSIONAL, CARMEL, IN PROJECT LOCATION: CITY OF CARMEL, IN, HAMILTON COUNTY) OWNER'S INFORMATION NAME; LAUTH PROPERTY GROUP, 111 CONGRESSI❑NAL BLVD, CARMEL, IN 46032 REPRESENTATIVE: LARRY LONGMAN, VICE PRESIDENT TELEPHONE, 317-848-6500 OPERATOR'S INFORMATI❑N NAME: LAUTH PROPERTY GROUP, 111 C❑NGRESSI❑NAL BLVD, CARMEL, IN 46032 REPRESENTATIVE: LARRY L❑NGMAN, VICE PRESIDENT TELEPHONE: 317-848-6500 NOTICE OF INTENT ALL PARTIES DEFINED AS OWNERS OR OPERATORS MUST SUBMIT A NOTICE OF INTENT (N❑I) AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ❑N -SITE CONSTRUCTI❑N ACTIVITIES. SUBMITTAL OF LOTS N❑I'S IS NOT PROHIBITEDj HOWEVER, AUTH❑RIZATI❑N UNDER THE C❑NSTRUCTI❑N GENERAL PERMIT IS ONLY FOR DISCHARGES THAT OCCUR AFTER PERMIT COVERAGE IS GRANTED, UNPERMITTED DISCHARGES MAY BE SUBJECT TO ENFORCEMENT ACTI❑NS BY THE EPA, FOR THE PURPOSES OF THIS PERMIT, AN OPERATOR IS DEFINED AS ANY PARTY MEETING EITHER OF THE F❑LL❑WING REQUIREMENTS. A) THE PARTY HAS ❑PERATI❑NAL CONTROL OVER CONSTRUCTION PLANS AND SPECIFICATIONS, INCLUDING THE ABILITY TO MAKE MODIFICATI❑NS TO THOSE PLANS AND SPECIFICATIONS. B) THE PARTY HAS DAY-TO-DAY OPERATI❑NAL CONTROL OF THOSE ACTIVITIES AT A PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE WITH A STORMWATER P❑LLUTI❑N PREVENTI❑N PLAN FOR THE SITE OR OTHER PERMIT CONDITI❑NS. A3 - PROJECT NARRATIVE THIS PROJECT CONSISTS OF THE C❑NSTRUCTI❑N OF A DRIVEWAY CONNECTI❑N TO 116TH STREET AND 1.4 ACRES OF ADDITIONAL PARKING, ALONG WITH STORM PIPES AND A DETENTI❑N BASIN. NEW POST -DEVELOPED IMPERVIOUS SURFACE WILL TOTAL APPROXIMATELY 1.50 ACRES, WIRH A TOTAL DISTURBED AREA OF APPROXIMATELY 1.60 ACRES. A4 - VICINITY MAP SEE SHEET C302 FOR VICINITY MAP. A5 - LEGAL DESCRIPTION OF PROJECT SITE PLEASE SEE THE SURVEY INCLUDED AS SHEET C100. A6 - LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS THE SITE IS LOCATED AT THE SOUTHEAST CORNER OF PENNSYLVANIA STREET AND CONGRESSIONAL BLVD IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA, IN SECTION 35, TOWNSHIP 18N, RANGE 3E.. A7 - HYDR❑L❑GIC UNIT CODE (HUC) 05120201090040 - WHITE RIVER/CARMEL CREEK WATERSHED A8 - STATE AND FEDERAL WATER QUALITY PERMITS: NONE KNOWN A9 - SPECIFIC P❑INT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE STORMWATER WILL BE DISCHARGED INT❑ THE EXISTING 12' PIPE NEAR THE SOUTHEAST CORNER OF THE SITE. A10 - LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE NO JURISDICTI❑NAL WETLANDS HAVE BEEN IDENTIFIED ON THE SITE. AN EXISTING POND IS LOCATED IMMEDIATELY EAST OF THE SITE. All - IDENTIFICATION OF ALL RECEIVING WATERS ROADSIDE DITCH ❑UTFALLING TO SOUTH FORK OF WILDCAT CREEK. Al2 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER INCIDENTAL DISCHARGE TO GROUNDWATER WILL OCCUR IN THE PROPOSED EXTENDED DETENTI❑N BASIN. A13 - 100 -YEAR FL❑ODPLAINS, FL❑❑DWAYS, AND FLO❑DWAY FRINGES THE SITE DOES NOT LIE WITHIN A FLOODPLAIN. THE INFORMATI❑N WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP PANEL 18057CO209F, HAMILTON COUNTY, INDIANA, DATED FEBRUARY 19, 2003. A14 - PRE -CONSTRUCTION AND P❑ST-C❑NSTRUCTI❑N ESTIMATE OF PEAK DISCHARGE PRE -CONSTRUCTION 10 -YR DISCHARGE: 4.9 CFS POST -CONSTRUCTION 10 -YR DISCHARGE: 1.3 CFS A15 - ADJACENT LAND USE NORTH: OFFICE EAST: OFFICE SOUTH: OFFICE AND RESIDENTIAL WEST: OFFICE A16 - LOCATI❑NS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS THE PROJECT SITE IS APPROXIMATELY 1.63 ACRES OF WHICH A COMBINED TOTAL OF 1.55 ACRES WILL BE DISTURBED BY C❑NSTRUCTI❑N ACTIVITIES. REFER TO PLAN SHEET C301 FOR THE CONSTRUCTION LIMITS. A17 - IDENTIFICATI❑N OF EXISTING VEGETATIVE COVER THE SITE IN ITS EXISTING CONDITION IS VEGETATED WITH GRASS AND A FEW TREES. A18 - SOILS MAP INCLUDING S❑IL DESCRIPTI❑NS AND LIMITATI❑NS THE S❑ILS ON THE SITE ARE BR❑❑KST❑N SILTY CLAY LOAM AND CROSBY SILT LOAM, A19 - L❑CATIONS, SIZE, AND DIMENSI❑NS OF PROPOSED STORMWATER SYSTEMS SIZES AND LOCATIONS OF PROPOSED STORM WATER PIPES ARE SHOWN ON THE UTILITY PLANS, SHEET C-300. A20 - PLANS FOR ANY ❑FF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT NO OFFSITE CONSTRUCTION ACTIVITIES ARE ASSOCIATED WITH THIS PROJECT. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS: TOPSOIL WILL BE IMMEDIATELY REDISTRIBUTED ON SITE AND WILL NOT BE STOCKPILED. IT IS ANTICIPATED THAT THE CUT/FILL FOR THIS SITE WILL BALANCE AND THAT NO ❑FF -SITE BORROW AREAS OR ON-SITE STOCKPILING WILL BE REQUIRED. A22 - EXISTING SITE TOPOGRAPHY REFER TO SHEET C100 A23 - PROPOSED FINAL SITE TOPOGRAPHY REFER TO SHEET C300 Bl - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH C❑NSTRUCTI❑N ACTIVITIES THE FOLLOWING POTENTIAL POLLUTANT SOURCES MAY BE ASSOCIATED WITH CONSTRUCTION ACTIVITIES ON SITE: 1. MATERIAL STORAGE AREAS (MORE SPECIFICALLY DESCRIBED BELOW) 2. C❑NSTRUCTI❑N WASTE MATERIAL. 3. FUEL STORAGE AREAS AND FUELING STATIONS 4. EXPOSED SOILS 5. LEAKING VEHICLES AND EQUIPMENT 6. SANITARY WASTE FROM TEMPORARY TOILET FACILITIES 7. LITTER 8. WINDBLOWN DUST 9. SOIL TRACKING OFF SITE FROM CONSTRUCTION EQUIPMENT 10. CONCRETE WASTE AT WASHOUT AREA. THE FOLLOWING CONSTRUCTI❑N MATERIALS WILL BE STAGED OR STORED ON THE SITE AT VARI❑US POINTS DURING THE CONSTRUCTION PHASE: 1, STRUCTURAL FILL 2, PAVEMENT BASE 3. STORM PIPE, STORM STRUCTURES AND PIPE BEDDING B2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND -DISTURBING ACTIVITIES: 1. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY OF CARMEL PERSONNEL BEFORE CONSTRUCTION BEGINS. 2. CLEAR AREAS FOR THE SILT FENCE, DESIGNATE THE LIMITS OF DISTURBED AREA AND AREAS TO REMAIN UNDISTURBED OR PROTECTED. 3. INSTALL CONSTRUCTION ENTRANCE, EROSION CONTROL FENCES AROUND CONSTRUCTION AREA, CHECK DAM, AND PROTECTION FOR EXISTING INLETS, BEFORE BEGINNING LAND DISTURBANCE. 4, BEGIN EARTHWORK, 5. CONTINUE SITE EXCAVATING, PRO❑FROLLING, BACKFILLING, AND GRADING ACTIVITIES. 6, FINISH MASS EARTHWORK 7. COMPLETE DRAINAGE SYSTEM AND PAVEMENT. 9. INSTALL TEMPORARY SEEDING ON DISTURBED AREAS AND EROSION CONTROL BLANKETS WHERE REQUIRED. 10. FINISH FINE GRADING. 11, COMPLETE FINAL SEEDING. 14. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. B3 - STABLE CONSTRUCTION ENTRANCE LOCATI❑NS AND SPECIFICATI❑NS CONSTRUCTION ENTRANCE IL❑CATION IMAY BE VIA THE EXISTING PAVED DRIVEWAYS TO THE NORTH, OR MAY BE THROUGH A TEMPORARY INGRESS/EGRESS PAD OFF OF 116TH STREET, AS SHOWN ON C301. A TERMPORARY INGRESS/EGRESS PAD SHALL BE CONSTRUCTED AS SHOWN ON SHEET C303. B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS SHEET FLOW AREAS WILL BE PROTECTED BY SEED AND MULCH OR HYDR❑SEEDING. EROSION CONTROL BLANKETS WILL BE INSTALLED ON SLOPED AREAS WHERE THE SLOPE EXCEEDS 6:1 (HORIZONTAL TO VERTICAL). THE L❑CATIONS WHERE THIS CONDITI❑N WILL EXIST ARE AT THE SLOPES OF THE DETENTION BASIN AND VARIOUS OTHER SLOPES OF SWALES AND FILL AREAS AS SHOWN ON SHEET C302, B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS STRAW BALES AND SILT FENCING WILL NOT BE ALLOWED AS CONCENTRATED FLOW PROTECTION MEASURES. SCOUR FROM CONCENTRATED FLOW OCCURRING AT PIPE OUTFALLS WILL BE MITIGATED BY RIPRAP BEDDING PLACED DOWNSTREAM OF EACH OUTFALL, A ROCK CHECK DAM WILL BE INSTALLED IN THE GRASS SWALE. B6 - STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS DROP -TYPE INLETS SHALL BE PROTECTED WITH SILT FENCES, CURB INLETS IN PAVED AREAS SHALL BE PROTECTED BY 'DANDY BAG' OR 'CATCH ALL' PRODUCTS, OR APPROVED EQUAL. B7 - RUNOFF CONTROL MEASURES A ROCK CHECK DAM WILL BE USED TO CONTROL CONCENTRATED RUNOFF IN THE GRASS SWALE AT THE SOUTHEAST CORNER OF THE SITE. REFER TO SHEET C302 FOR RUNOFF CONTROL MEASURES. B8 - STORMWATER OUTLET PROTECTION SPECIFICATIONS OUTLET PROTECTION IN THE FORM OF RIP RAP APRONS WILL BE INSTALLED AT EACH PIPE OUTLET, REFER TO SHT C300. B9 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS NO GRADE STABILIZATION REQUIRED FOR THIS PROJECT OTHER THAN SEEDING. MATERIAL STORAGE AREAS SHALL BE INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN BY THE OPERATOR FOLLOWING ON-SITE LOCATION OF THE STORAGE AREAS, IN THE CASE OF A HAZARDOUS MATERIAL SPILL, CONTRACTOR SHALL CALL THE CARMEL FIRE DEPARTMENT AT 317-571-2600. B14 - MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE INSPECTION SCHEDULE/REPORTING: ALL IMPACTED AREAS, AS WELL AS ALL EROSION AND SEDIMENT CONTROL DEVICES WILL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER A RAINFALL OF 0.5 INCH OR GREATER. WHERE SITES HAVE BEEN FINAL OR TEMPORARILY STABILIZED OR ON SITES WHERE RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS (E.G. SITE IS COVERED WITH SNOW, ICE, OR FROZEN GROUND EXISTS), SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. INSPECTI❑NS SHALL BE CONDUCTED AND WRITTEN REPORTS PREPARED, BY A DESIGNATED AND QUALIFIED PERSON FAMILIAR WITH THE USEPA NPDES STORM WATER GENERAL PERMIT, THIS SWPPP, AND THE PROJECT. INSPECTI❑N REPORTS SHALL INCLUDE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATI❑NS OF PERSONNEL MAKING THE INSPECTION, THE DATE OF THE INSPECTION, OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP, NEEDS OR ACTIONS REQUIRED TO REPAIR OR MAINTAIN ANY POLLUTI❑N OR STORMWATER CONTROLS AT THE SITE, AND ANY ACTIONS TAKEN AS A RESULT OF INCIDENTS OF NONCOMPLIANCE NOTED DURING THE INSPECTIONS, THE INSPECTION REPORT SHOULD STATE WHETHER THE SITE WAS IN COMPLIANCE OR IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE. THE CONTRACTOR SHALL KEEP A COPY OF THE INSPECTION REPORTS ON SITE AND PERMANENTLY FOR A PERI❑D OF TWO YEARS FOLLOWING CONSTRUCTION. THE ON-SITE REPORTS MAY BE REQUESTED BY INSPECTIONS CONDUCTED BY THE LOCAL SOIL AND WATER CONSERVATION DISTRICT. CONSTRUCTI❑N ENTRANCE: B10 - LOCATION, DIMENSI❑NS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH LOCATI❑NS WHERE VEHICLES EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE STORMWATER QUALITY MEASURE: SEDIMENT TRACKING. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SUCH MEASURES ON THIS PROJECT WILL INCLUDE: INLET PROTECTION ON EXISTING AND PROPOSED MAINTAINING THE CONSTRUCTI❑N ENTRANCE AND OTHER CONTROLS AS DESCRIBED IN THIS SWPPP. INLETS, SILT FENCE INSTALLED AROUND THE SITE PERIMETER, EROSION CONTROL BLANKETS ON ALL SLOPES EXCEEDING 6:1 TO CONTROL EROSI❑N. REFER TO SHEET C302, MATERIAL STORAGE INSPECTIONS: B11 - TEMPORARY SURFACE STABILIZATI❑N METHODS APPROPRIATE FOR EACH SEASON INSPECTIONS MUST EVALUATE AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. THE PURPOSE IS TO ENSURE THAT MATERIALS ARE PROTECTED AND/OR IMPOUNDED ALL DISTURBED AREAS SHALL BE SEEDED, MULCH SHOULD BE APPLIED WITH ALL SEED, DURING WS❑ THAT POLLUTANTS (ANNOY DISCHARGE FROM STORAGE AREAS. OFF-SITE MATERIAL STORAGE INTER MONTHS, A DORMANT SEED SHOULD BE USED AND THE SITE MULCHED. (SEE SEASONAL S❑IL PR❑TECTI❑N CHART ON SHEET (304) AREAS USED SOLELY BY THE SUBJECT PROJECT ARE CONSIDERED T❑ BE PART ❑F THE PROJECT AND MUST BE INCLUDED IN THE EROSION CONTROL PLANS AND THE SITE INSPECTION REPORTS. B12 - PERMANENT SURFACE STABILIZATION SPECIFICATIONS MULCH SHOULD BE APPLIED WITH ALL SEED AS SPECIFIED ON SHEET C304. PERMANENT LANDSCAPING SHALL BE INSTALLED ON THIS SITE IN ACCORDANCE WITH THE LANDSCAPE PLAN PREPARED FOR THIS PROJECT. B13 - MATERIAL HANDLING AND SPILL PREVENTION PLAN SOLID WASTE DISPOSAL: NO SOLID MATERIAL, INCLUDING BUILDING MATERIAL, IS TO BE DISCHARGED TO SURFACE WATERS OR BURIED ON SITE. ALL SOLID WASTE MATERIALS INCLUDING DISP❑SABLE MATERIALS INCIDENTAL EROSI❑N AND SEDIMENT CONTROL INSPECTIONS: TO THE CONSTRUCTION ACTIVITY MUST BE COLLECTED IN CONTAINERS OR CLOSED DUMPSTERS. ALL CONTROLS SHOULD BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND THE COLLECTION CONTAINERS MUST BE EMPTIED PERIODICALLY AND THE COLLECTED MATERIAL FOLLOWING ANY STORM EVENTS OF 0.5 INCH OR GREATER. THE FOLLOWING IS A LIST OF HAULED TO A LANDFILL PERMITTED BY THE STATE AND/OR APPROPRIATED LOCAL MUNICIPALITY INSPECTION/MAINTENANCE PRACTICES THAT WILL BE USED FOR SPECIFIC CONTROLS: TO ACCEPT WASTE MATERIAL. A PROPERLY TRAINED FOREMAN OR SUPERVISOR SHALL BE 1. GEOTEXTILES/EROSION CONTROL MATS= MISSING OR LOOSE MATTING MUST BE REPLACED OR DESIGNATED IN WRITING TO OVERSEE, ENFORCE, AND INSTRUCT CONSTRUCTION WORKERS ON RE -ANCHORED. PROPER SOLID WASTE PROCEDURES. 2. INLET PROTECTION= SEDIMENT SHOULD BE REMOVED WHEN IT REACHES APPROXIMATELY HAZARDOUS WASTE: ONE-HALF THE HEIGHT OF THE FENCE, IF A SUMP IS USED, SEDIMENT SHOULD BE REMOVED WHEN THE USE OF HAZARDOUS MATERIALS AND GENERATION OF HAZARDOUS WASTES WILL BE MINIMIZED THE VOLUME OF THE BASIN IS REDUCED BY 50%. WHENEVER POSSIBLE. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED IN THE MANNER 3. DIVERSION SWALES: CLEAN DEBRIS OR OTHER OBSTRUCTI❑NS AS NEEDED. DAMAGE FROM SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS OR BY THE MANUFACTURER, USE STORMS OR NORMAL CONSTRUCTION ACTIVITIES (I.E. TIRE RUTS) SHALL BE REPAIRED CONTAINMENT BERMS IN FUELING AND MAINTENANCE AREAS AND WHERE POTENTIAL FOR SPILLS IS IMMEDIATELY. HIGH. 4. MULCHING: INSPECTION FOR THIN OR BARE SPOTS CAUSED BY NATURAL DECOMPOSITION OR WEATHER-RELATED EVENTS MULCH IN HIGH TRAFFIC AREA SHOULD BE REPLACED ON A REGULAR CONTRACTOR SHALL DESIGNATE IN WRITING A PROPERLY TRAINED FOREMAN OR SUPERVISOR TO BASIS TO MAINTAIN UNIF❑RM PROTECTION. OVERSEE, ENFORCE AND INSTRUCT CONSTRUCTION WORKERS ON PROPER HAZARDOUS WASTE 5. SEDIMENT TRAP AND ROCK CHECK DAM: SILT SHALL BE REMOVED AND THE IMPOUNDMENT AREA PROCEDURES. THE L❑CATION OF ANY HAZARDOUS WASTE STORAGE AREAS SHOULD BE INDICATED SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS ONCE ACCUMULATED SEDIMENT REACHES ON THE STORMWATER POLLUTION PREVENTION PLAN BY THE OPERATOR F❑LL❑WING ON-SITE ONE-HALF THE HEIGHT OF THE SEDIMENT TRAP/CHECK DAM, THE REMOVED SEDIMENT SHALL BE LOCATION OF THE FACILITY. STOCKPILED OR REDISTRIBUTED IN AREAS THAT ARE PROTECTED FROM EROSION. 6. SEDIMENT BASIN: INSPECT FREQUENTLY TO CHECK FOR DAMAGE AND TO ENSURE DUST CONTROL/❑FF-SITE VEHICLE TRACKING: OBSTRUCTI❑NS ARE NOT DIMINISHING THE EFFECTIVENESS OF THE STRUCTURES. SEDIMENT SHALL DURING CONSTRUCTI❑N, WATER TRUCKS SHOULD BE USED AS NEEDED, BY EACH CONTRACTOR OR BE REMOVED AND THE BASIN SHALL BE REGARDED TO ITS ORIGINAL DIMENSIONS AT SUCH POINT SUBCONTRACTOR TO REDUCE DUST, AFTER CONSTRUCTION, THE SITE SHOULD BE STABILIZED TO THAT THE CAPACITY OF THE IMPOUNDMENT HAS BEEN REDUCED TO 20% OF ITS ORIGINAL STORAGE REDUCE DUST. CAPACITY. THE REMOVED SEDIMENT SHALL BE STOCKPILED OR REDISTRIBUTED IN AREAS THAT ARE PROTECTED FROM EROSION. CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE AT THE DESIGNATED CONSTRUCTION 7. SILT FENCE: REMOVAL OF BUILT-UP SEDIMENT WILL OCCUR WHEN THE SEDIMENT REACHES ENTRANCE WITH A ROCK PAD OR EQUIVALENT DEVICE. THE PURPOSE OF THE ROCK PAD IS TO ONE-THIRD THE HEIGHT OF THE FENCE, MINIMIZE THE AMOUNT OF MUD AND SOLID MATERIAL THAT IS TRACKED ONTO EXISTING STREETS. 8. STABILIZED CONSTRUCTION ENTRANCE: PERIODIC REGARDING AND TOP DRESSING WITH IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE ADDITIONAL STONES. REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS, IF APPROVED BY THE 9. STRAW BALES: REPLACE STRAW BALES THAT SHOW SIGNS OF DETERI❑RATION, SITE OWNER, THE SITE MAY BE ACCESSED FROM THE NORTH THROUGH THE PAVED DRIVEWAY. 10, VEGETATION: PROTECT NEWLY SEEDED AREAS FROM EXCESSIVE RUNOFF AND TRAFFIC UNTIL TRACKING OF MUD AND SOLIDS MUST BE OBSERVED CLOSELY BY THE CONTRACTOR TO DETERMINE IF WHEEL WASHING IS NECESSARY. VEGETATION IS ESTABLISHED. ESTABLISH A WATERING AND FERTILIZING SCHEDULE. 11. GOOD HOUSEKEEPING: LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTI❑N CHEMICALS EXPOSED SANITARY/SEPTIC: TO STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER CONTRACTORS AND SUBCONTRACTORS MUST COMPLY WITH ALL STATE AND LOCAL SANITARY SEWER, DISCHARGES THROUGH SCREENING OF OUTFALLS AND DAILY PICKUP OF LITTER. PORTABLE TOILET, OR SEPTIC SYSTEM REGULATIONS. SANITARY FACILITIES SHALL BE PROVIDED AT THE SITE BY EACH CONTRACTOR OR SUBCONTRACTOR THROUGHOUT CONSTRUCTION ACTIVITIES. IN THE EVENT THAT SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF THE SANITARY FACILITIES SHOULD BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND BE SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE ADVERSE IMPACTS. AN SERVICED REGULARLY. ALL EXPENSES ASSOCIATED WITH PROVIDING SANITY FACILITIES ARE THE EXAMPLE OF THIS MAY BE THE SITUATION WHERE SEDIMENT HAS WASHED INTO THE STREET AND RESPONSIBILITY OF THE CONTRACTORS AND SUBCONTRACTORS. THE L❑CATION OF ANY SANITY COULD BE CARRIED INT❑ THE STORM SEWERS BY THE NEXT RAINFALL AND/OR POSE A SAFETY FACILITIES SHOULD BE INDICATED ON THE STORMWATER POLLUTI❑N PREVENTION PLAN BY THE HAZARD TO USERS OF PUBLIC STREETS. OPERATOR FOLLOWING ❑N -SITE LOCATI❑N OF SOLID FACILITIES. SOIL STABILIZATI❑N INSPECTIONS: SEEDED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. THE CONTRACTOR SHALL IMPLEMENT FINAL STABILIZATION WITH VEGETATIVE COVER ONCE PAVEMENTS ARE COMPLETE. A VEGETATIVE DENSITY OF 707 OR GREATER MUST BE ESTABLISHED AND MAINTAINED IN ORDER TO BE CONSIDERED AS PROPERLY STABILIZED. THE CONTRACTOR OR THEIR REPRESENTATIVE WILL WATER, FERTILIZE, AND RESEED DISTURBED AREAS AS NEEDED TO ACHIEVE THIS GOAL. WATER SOURCE: WATER USED TO ESTABLISH AND MAINTAIN GRASS, TO CONTROL DUST, AND FOR OTHER CONSTRUCTION PURPOSES MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE OR LOCAL HEALTH DEPARTMENT, EQUIPMENT FUELING AND ST❑RAGE AREAS: EQUIPMENT FUELING, MAINTENANCE, AND CLEANING SHOULD ONLY BE COMPLETED IN PROTECTED AREAS (I.E., BERMED AREA), LEAKING EQUIPMENT AND MAINTENANCE FLUIDS MUST BE COLLECTED AND NOT ALLOWED TO DISCHARGE ONTO SOIL WHERE THEY MAY INFILTRATE INTO THE GROUND OR BE WASHED AWAY DURING A RAIN EVENT. SECONDARY CONTAINMENT MUST BE PROVIDED FOR ANY ABOVE GROUND STORAGE TANKS, STORAGE TANKS MUST REMAIN IN THE DESIGNATED STAGING AREA, EQUIPMENT WASH DOWN (EXCEPT FOR WHEEL WASHES) MUST TAKE PLACE WITHIN AN AREA SURROUNDED BY A BERM AND SHALL BE LOCATED AT THE DESIGNATED CONSTRUCTI❑N ENTRANCE. THE USE OF DETERGENTS IS PROHIBITED. HAZARDOUS MATERIAL STORAGE: CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC OR HAZARDOUS MATERIALS SHALL BE STORED IN THEIR ORIGINAL CONTAINERS (IF ORIGINAL CONTAINER IS NOT RESALABLE, STORE THE PRODUCTS IN CLEARLY LABELED WATERPROOF CONTAINERS). EXCEPT DURING APPLICATION, THE CONTAINERS SHALL BE KEPT IN TRUCKS OR IN BERMED AREAS WITHIN COVERED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIALS SHALL BE COLLECTED, REMOVED FROM THE SITE, AND DISPOSED OF IN ACCORDANCE WITH THE FEDERAL, STATE AND LOCAL REGULATIONS. IF REQUIRED BY FEDERAL, STATE, OR LOCAL REGULATIONS, THE CONTRACTOR SHALL HAVE A HAZARDOUS MATERIALS MANAGEMENT PLAN AND/OR HAZARDOUS MATERIALS SPILL AND PREVENTION PROGRAM IN PLACE FOR THIS PROJECT, A COPY OF WHICH SHALL REMAIN ON SITE AT ALL TIMES. A FOREMAN OR SUPERVISOR SHALL BE DESIGNATED IN WRITING TO OVERSEE, ENFORCE, AND INSTRUCT C❑NSTRUCTI❑N WORKERS ON PROPER HAZARDOUS MATERIALS STORAGE AND HANDLING PROCEDURES, THE L❑CATI❑N OF ANY HAZARDOUS MODIFICATIONS/REVISIONS TO SWPPP BASED ON INSPECTION RESULTS, ANY NECESSARY MODIFICATION TO THE SWPPP SHALL BE IMPLEMENTED WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. A MODIFICATION IS NECESSARY IF A CENTRAL MEASURE OR OPERATIONS PROCEDURE DOES NOT PROVIDE ADEQUATE POLLUTANT CONTROL, ALL REVISIONS SHALL BE RECORDED ON A RECORD OF REVISIONS WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. IT IS THE RESPONSIBILITY OF THE OPERATOR TO MAINTAIN EFFECTIVE POLLUTANT DISCHARGE CONTROLS. PHYSICAL SITE CONDITIONS OR CONTRACTOR/SUBCONTRACTOR PRACTICES COULD MAKE IT NECESSARY TO INSTALL MORE CONTROLS THAN WERE ORIGINALLY PLANNED, FOR EXAMPLE, LOCALIZED CONCENTRATIONS OF SURFACE RUNOFF OR UNUSUALLY STEEP AREAS COULD REQUIRE ADDITIONAL SILT BARRIER OR OTHER STRUCTURAL CONTR❑LS, ASSESSING THE NEED FOR AND INSTALLING ADDITIONAL CONTROLS WILL BE A CONTINUING CONTRACTOR/SUBCONTRACTOR RESPONSIBILITY UNTIL FINAL STABILIZATION IS ACHIEVED. CONTRACTORS AND SUBCONTRACTORS IMPLEMENTING THIS SWPPP MUST REMAIN ALERT TO THE NEED TO PERIODICALLY REFINE AND UPDATE THIS SWPPP IN ORDER TO ACCOMPLISH THE INTENDED GOALS. MATERIAL HANDLING AND SPILL PREVENTION DISCHARGE OF HAZARDOUS SUBSTANCES OR AIL INTO STORMWATER IS SUBJECT TO REPORTING REQUIREMENTS. IN THE EVENT OF A SPILL OF A HAZARDOUS SUBSTANCE, THE OPERATOR IS REQUIRED TO NOTIFY THE NATIONAL RESPONSE CENTER (1-800-424-8802) TO PROPERLY REPORT THE SPILL. IN ADDITION, THE OPERATOR SHALL SUBMIT A WRITTEN DESCRIPTION OF THE RELEASE (INCLUDING THE TYPE AND AMOUNT OF MATERIAL RELEASED, THE DATE OF THE RELEASE, THE CIRCUMSTANCES OF THE RELEASE, AND THE STEPS TO BE TAKEN TO PREVENT FUTURE SPILLS) TO THE LOCAL SOIL AND WATER CONSERVATION DISTRICT. THE SWPPP MUST BE REVISED WITHIN 14 CALENDAR DAYS AFTER THE RELEASE TO REFLECT THE RELEASE, STATING THE INFORMATI❑N ABOVE ALONG WITH MODIFICATIONS TO MINIMIZE THE POSSIBILITY OF FUTURE OCCURRENCES, EACH CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THESE REPORTING REQUIREMENTS. NOTICE OF TERMINATION COMPLIANCE OF THE SITE WITH THE GENERAL CONSTRUCTION PERMIT REMAINS THE RESPONSIBILITY OF ALL OPERATORS THAT HAVE SUBMITTED AN, N❑I UNTIL SUCH TIME AS THEY HAVE SUBMITTED A NOTICE OF TERMINATION (NOT). THE PERMITTEE'S AUTHORIZATI❑N TO DISCHARGE UNDER THE GENERAL CONSTRUCTION PERMIT TERMINATES AT MIDNIGHT OF THE DAY THE NOT IS SIGNED. ALL PERMITTEES MUST SUBMIT AN NOT WITHIN THIRTY (30) DAYS AFTER ONE OR MORE OF THE F❑LL❑WING CONDITIONS HAVE BEEN MET: oc d p 4o W coo 1. FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE WAS RESPONSIBLE. M r c 2. ANOTHER OPERATOR/PERMITTEE HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED. h o 3. IN RESIDENTIAL CONSTRUCTION OPERATIONS, TEMPORARY STABILIZATION HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER. p B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS SINCE THE CURRENT PROJECT CONSISTS OF THE DEVELOPMENT OF A SINGLE LOT, THERE ARE NO INDIVIDUAL BUILDINGS LOTS. Cl - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: THE SITE IS A TYPICAL PARKING LOT FOR OFFICE USE. SOURCES OF EACH POLLUTANT NORMALLY EXPECTED FROM THE TYPE OF LAND USE ARE LISTED BELOW; POLLUTANT SOURCE: PASSENGER VEHICLES, DELIVERY VEHICLES, AND TRUCKS TYPE OF POLLUTANT: ❑IL, GASOLINE, DIESEL FUEL, ANY HYDROCARBON ASSOCIATED WITH VEHICULAR FUELS AND LUBRICANTS, GREASE, ANTIFREEZE, WINDSHIELD CLEANER SOLUTION, BRAKE FLUID, BRAKE DUST, RUBBER, GLASS, METAL AND PLASTIC FRAGMENTS GRIT, ROAD DE-ICING MATERIALS. POLLUTANT SOURCE: PARKING LOT TYPE OF POLLUTANT: ANY POLLUTANT ASSOCIATED WITH VEHICULAR SOURCES, GRIT FROM ASPHALT WEARING SURFACE, DIRT AND MUD FROM TIRES, BITUMINOUS COMPOUNDS FROM PERI❑DIC MAINTENANCE (SEALING, RESURFACING, AND PATCHING). PAVEMENT DE-ICING MATERIALS, PAINT FRAGMENTS FROM PARKING STALL STRIPES, CONCRETE FRAGMENTS, WIND-BLOWN LITTER FROM ❑FF -SITE SOURCES, ELEVATED WATER TEMPERATURES FROM CONTACT WITH IMPERVIOUS. POLLUTANT SOURCE: LAWN AREAS TYPE OF POLLUTANT: FERTILIZERS, SOIL, ORGANIC MATERIAL (LEAVES, MULCH, GRASS CLIPPINGS) THE ANTICIPATED POLLUTI❑N SOURCES ARE THE VEHICLES THAT WILL USE FACILITY, INCLUDING BOTH TRUCK AND PASSENGER VEHICLE TRAFFIC. POSSIBLE POLLUTANTS INCLUDE ❑IL, GASOLINE, ANTI -FREEZE AND OTHER POLLUTANTS ASSOCIATED WITH VEHICULAR TRAFFIC. C2 - STORM WATER QUALITY MEASURE IMPLEMENTATION CONSTRUCTI❑N SEQUENCE ALL PRE -CONSTRUCTION MEASURES ARE INDICATED ON SHEET C302. PLEASE REFERENCE SECTION B2 FOR THE SEQUENCE OF STORM WATER QUALITY MEASURE IMPLEMENTATION DURING CONSTRUCTION, EACH POST CONSTRUCTION STORM WATER QUALITY MEASURE MENTIONED ABOVE SHALL BE CONSTRUCTED AND IN OPERATION PRI❑R TO THE REMOVAL OF THE CONSTRUCTION PHASE CONTROL MEASURE, THE INLET PROTECTION FENCES AND SANDBAGS SHALL REMAIN IN PLACE UNTIL THE DETENTI❑N BASIN IS PLANTED AND THE SITE VEGETATI❑N IS ESTABLISHED. THE EROSION CONTROL BLANKETS ON THE BANKS OF THE BASIN SHALL REMAIN IN PLACE UNTIL THE GRASS ON THE EMBANKMENTS IS ESTABLISHED. ALL POST C❑NSTRUCTI❑N STORM WATER QUALITY MEASURES SHALL BE INSTALLED AND IN OPERATION PRIOR TO OCCUPATI❑N OF THE PROPOSED BUILDING. C3 - DESCRIPTION OF PROPOSED POST -CONSTRUCTION STORM WATER QUALITY MEASURES FOUR CATCH BASINS WITH SUMPS AND FL❑ATABLES CONTROL, AND A DRY EXTENDED DETENTION BASIN WILL BE SERVE AS POST -CONSTRUCTION BMPS. C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE THE L❑CATION AND DIMENSI❑NS OF EACH STORM WATER QUALITY MEASURE CAN BE FOUND ON SHEET C302 OF THE CONSTRUCTI❑N PLAN SET. THE SPECIFICATI❑NS AND CONSTRUCTION DETAILS CAN BE FOUND ON SHEET C304. C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST-CONSTRUCTI❑N STORM WATER QUALITY MEASURES: THE DETENTION BASIN OUTLET SHOULD BE INSPECTED TWICE A YEAR FOR CLOGGING OR ACCUMULATION OF DEBRIS OR SEDIMENT. THE GRASS IN THE DRY DETENTION AREA SHOULD BE MAINTAINED AND MOWED REGULARLY, THE SUMPS IN THE INLETS SHOULD BE CHECKED EVERY YEAR TO SEE IF THERE IS 24' OR MORE OF DEBRIS ACCUMULATION THAT SHOULD BE REMOVED. d Z ■• Z Lu M co to Ld W oc d p 4o W coo d E O N Go N • O 0 0 2 • CLE. 20'. 3 M r c E U N fn 1O z 0 O OC h o C 1�1 N j V o p 0 zi Z 0 W 0 M co to W uj O � O V O OC H ~ j V zi Z 8 O � z � W J W O SHEET N0. EROSION CONTROL NOTES 1. CONSTRUCTION ACTIVITY SHALL CONSIST OF UTILITIES, DRAINAGE SWALES AND DETENTION BASIN. 2. PRELIMINARY CONSTRUCTION SCHEDULE: EARTHWORK SHALL BEGIN IN THE FALL OF 2013. INSTALLATION OF STORM DRAINAGE STRUCTURES SHALL BEGIN IN THE FALL OF 2013. COMPLETION OF THE PROJECT IS ANTICIPATED IN THE WINTER OF 2014. SCHEDULE IS SUBJECT TO CHANGE. 3. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL ORDINANCES. 5. THIS PLAN SHALL NOT BE CONSIDERED INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY PERMITTING AGENCIES OR OWNER'S REPRESENTATIVE. 7. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION AND SEDIMENT CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 8. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 9. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 10. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 12. EXISTING VEGETATION SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 13. THERE ARE NO BORROW AREAS OTHER THAN THOSE DESIGNATED. 14. ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND DISTURBING ACTIVITIES COMMENCE. 15. SCHEDULE OF EROSION CONTROL ACTIVITIES: a. INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF IL VEGETATION IS ESTABLISHED ON SEEDED AREAS BEHIND THE CURB. b. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO LESS THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. c. TOPSOIL REPLACEMENT SHALL TAKE PLACE WITHIN (7) DAYS AFTER FINAL GRADING, OR AS SOON AS POSSIBLE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 17. APPLY FERTILIZER AT A RATE ADEQUATE TO PROVIDE 1 LB. OF ACTUAL NITROGEN PER 1,000 SQUARE FEET. USE COMMERCIAL -GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER CONSISTING OF FAST AND SLOW RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OF UREA -FORM, PHOSPHOROUS, AND IN FOLLOWING COMPOSITION: a. FERTILIZER FOR LAWNS: PROVIDE A FAST RELEASE FERTILIZER WITH A COMPOSITION OF 1 LB PER 1,000 SQ. FT. OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM BY WEIGHT. b. SLOW-RELEASE FERTILIZER FOR TREES AND SHRUBS: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER -INSOLUBLE NITROGEN, PHOSPHOROUS AND POTASSIUM MADE UP OF A COMPOSITION BY WEIGHT OF 5 PERCENT. 18. ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 mm) SIEVE AND A MINIMUM 75 PERCENT PASSING A NO. 50 (250 MICROMETER) SIEVE. 19. CONTRACTOR TO SEED ALL DISTURBED AREAS. FINISH GRADE TO BE SEED AND STRAW. Prom r. -n IIfftm i9 11111IM IEMUM Ti IM IETAL. OR svmrwm RiNiIIE BURIED GEOTEXTILE FABRIC. 4oz. MIN. SILT FENCE INLET ALTER NOf M NTCAI.E � OWTETciLE FPSM 4a MN, COIiPAM FU -­� TRENCH DETAL W 300 275 250 225 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 1 STAPLE PER SQ. YD. 1? STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C C c C B A A B B SEPT. X X X X X PERMANENT SEEDING SEEDING 1 STAPLE PER SQ. YD. 1? STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C C c C B A A B B C 2 STAPLES PER SQ. YD. ADDITIONAL STAPLES AS REQUIRE 10 MIL DUE TO DEPTH OF FLOW PLASTIC LINING 0 0 O X \ O X NOTES. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3:1 2:1 1:1 CHANNEL LINING EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY SLOPE GRADIENT DEPENDING UPON SOIL TYPE AND AVERAGE 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. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE EROSION CONTROL BLANKET (SURFACE APPLIED) INSTALLATION REQUIREMENTS 1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE CONDITIONS (e.g., SLOPE, CHANNEL FLOW VELOCITY). 2. INSTALL ANY PRACTICES NEEDED TO CONTROL EROSION AND RUNOFF, SUCH AS TEMPORARY OR PERMANENT DIVERSION, SEDIMENT BASIN OR TRAP, SILT FENCE. 3. GRADE THE SITE AS SPECIFIED IN THE CONSTRUCTION PLAN. 4. ADD TOPSOIL WHERE APPROPRIATE. 5. PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND SEED THE AREA IMMEDIATELY AFTER GRADING. 6. FOLLOWING MANUFACTURER'S DIRECTIONS, LAY THE BLANKETS ON THE SEEDED AREA SUCH THAT THEY ARE IN CONTINUOUS CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM ONES OVERLAP THE LOWER ONES BY AT LEAST 8 in. 7. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SILT TRENCH), BACKFILL WITH SOIL, AND TAMP DOWN. 8. ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER. THIS TYPICALLY INVOLVES DRIVING 6-8 in. METAL STAPLES INTO THE GROUND IN A PATTERN DETERMINED BY THE SITE CONDITIONS. 1. DURING VEGETATIVE ESTABLISHMENT INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING SEEDING N M A 1--1 O �o a z 11���111111 U N N " c 0 X11 N N -- • Y 0 • U • w DORMANT SEEDING B B TEMPORARY SEEDING C A = KENTUCKY BLUEGRASS 100 LBS./ACRE; CREEPING RED FESCUE 100 LBS./ACRE; HYDROSEEDED B = KENTUCKY BLUEGRASS 120 LBS./ACRE; CREEPING RED FESCUE 120 LBS./ACRE; HYDROSEEDED C = SPRING OATS 3 BUSHELS/ACRE D =WHEAT OR RYE 2 BUSHELS/ACRE E = ANNUAL RYE GRASS 40 LBS./ACRE ( 1 LB/1000 SQ. FT. ) */I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER wM`W MW KM CHMM � �' - B MMeawR013M TIE AaTII6tTiI A IMAM OF 1r AAO M PWM R M ARROW DAIL VIEW LOOM Unimm ROCK CHECK DAM M T70WALE STORM SECTION A -A LATH & FLAGGING ON ALL SIDES 100 (MIN.) SANDBAG (TYP.) ❑ ❑ ❑ A ❑ A ❑ ❑ 10 MIL PLASTIC LINING C=EM7II=WAfflWTM7& wrlowu 1. LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. 2. TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES. 3. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT. 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5. THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THE LINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE. 6. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITH LOCAL STANDARDS. 7. CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED "CONCRETE WASHOUT". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. 8. THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 9. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED SITE END EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN (10' MINIMUM) APRON I I NO OVERFALL FILTER FABRIC SECTION NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND WELL -GRADED FILTRATION OR GRAVEL FILTER LAYER AT LEAST 6 IN. THICK 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT RIPRAP STONE AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER. 3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW THE RECEIVING STREAM. (RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL). 4. REFER TO SHEET C4.9 FOR DETAIL OF BANK ARMORMENT AT OUTLET TO LEGAL DRAIN. 1. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIAL. SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. OUTLET PROTECTION DETAIL NOT TO SCALE NON WOVEN GEOTEXTILE FABRIC SPACE POSTS PER MANUFACTURER RECOMMENDATIONS I FILTER FABRIC WOOD POST FLOW EXTEND FABRIC 'III TO 8" BELOW( - SURFACE NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A NEEDLE PUNCHED NON -WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. MINIMUM 8" FABRIC BURY REQUIRED. SILT FENCE CONSTRUCTION NOT TO SCALE SILT FENCE INSTALLATION REQUIREMENTS: SITE PREPARATION: 1. PLAN FOR THE FENCE TO BE AT LEAST 10 ft. FROM THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. OUTLET CONSTRUCTION (,OPTIONAL): 1. DETERMINE THE APPROPRIATE LOCATION FOR A REINFORCED, STABILIZED BYPASS FLOW OUTLET (UNLESS THE FENCE IS DESIGNED TO RETAIN ALL RUNOFF FROM A 2 YEAR FREQUENCY, 24 HR DURATION STORM EVENT) 2. SET THE OUTLET ELEVATION SO THAT WATER DEPTH CANNOT EXCEED 1j ft. AT THE LOWEST POINT ALONG THE FENCE LINE. 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART, AND INSTALL A HORIZONTAL BRACE BETWEEN THEM. (WEIR HEIGHT SHOULD BE NO MORE THAN 1 ft. DEEP, 5 ft. WIDE, AND 3 ft. LONG ON LEVEL GRADE. 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND WATER DEPTH NO MORE THAN 1i ft. ANYWHERE ELSE ALONG THE FENCE.) 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA N0, 1 STONE, BEING CAREFUL THAT THE FINISHED SURFACE BLENDS WITH THE SURROUNDING AREA, ALLOWING NO OVERFILL. 6. STABILIZE THE AREA AROUND THE PAD. FENCE CONSTRUCTION: 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in. DEEP FLAT-BOTTOMED OR V -SHAPED TRENCH. 2. ON THE DOWNSIDE SLOPE OF THE TRENCH, DRIVE THE WOOD OR STEEL SUPPORT POSTS AT LEAST 1 ft. INTO THE GROUND (THE DEEPER THE BETTER!), SPACING THEM NO MORE THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY WIRE OR 6 ft. IF EXTRA -STRENGTH FABRIC IS USED WITHOUT SUPPORT WIRE. ADJUST SPACING, IF NECESSARY, TO ENSURE THAT POSTS ARE SET AT THE LOW POINTS ALONG THE FENCE LINE. (NOTE: IF THE FENCE HAS PRE -ATTACHED POSTS OR STAKES, DRIVE THEM DEEP ENOUGH SO THE FABRIC IS SATISFACTORILY IN THE TRENCH AS DESCRIBED IN STEP 6). 3. FASTEN SUPPORT WIRE FENCE (IF THE MANUFACTURER RECOMMENDS ITS USE) TO THE UPSLOPE SIDE OF THE POSTS, EXTENDING IT 8 in. INTO THE TRENCH. 4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT (UPSLOPE) OF THE SUPPORT WIRE AND POSTS, AVOIDING JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. 5. IF A JOINT IS NECESSARY, NAIL THE OVERLAP TO THE NEAREST POST WITH LATH. 6. PLACE THE BOTTOM 1 ft. OF FABRIC IN THE 8 in. DEEP TRENCH, EXTENDING THE REMAINING 4 in. TOWARD THE UPSLOPE SIDE. 7. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL. NOTE: IF USING A PRE -PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 75' min. 3ay III °`7°�d�oo �?�o aQ ,�J QQ'�o 00 �°O o 0OOa°0°Ooo0°O oOHo 0°°a0p� � OOOo 0 040 12 � ��0o�oo o OgOOo 30.Q8° ,d 00 b N d 6p o��Op �o0O ( JO O.000, Q 0oo0O�iqo.0°0 OoO c.00 $ Q oo o 6" MIN. INDOT GRADATION #2 CRUSHED STONE ON GEOTEXTILE FABRIC GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IINSTALL A7143N REOUIREl1ENTS: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND GRADE AND CROWN FOR POSITIVE DRAINAGE. 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 27, CONSTRUCT A 6-8 in. HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 ft. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION/SEDIMENT CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REOUIREMENT& 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT ROCK TRAP OR BASIN. 5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. Z co OC U)iV tY E E m �� N O w � c 0 o cm N M c o m 3 W E ` `>° 1--1 O �o a z 11���111111 U N N " c 0 X11 N N „rte, • Y 0 • U • w v W SHEET NO. c3a SIX �WIT 24' 24' 7 f it 'to 21"�� s METAL CAP Rte, S' v"I ° REQUIRED 1"y �O cN�o s'y 6 18' 6' 18" "��' 40r C� Diameter u i r GO Q tis?-3 0 O 0 3' TOP SOL 3 TOP SOL g J T;. a z T g c x � — ' ---- J APRON AT .1'R.- t, _ / / �ED \� \ STEEL A SRO GRAt)E A A �1 PIPES P PANTED a RADIUS f ' OJ °° .i• ;�••.• 2"RADKlS�`� r•s ' ! �.; • j.. : • +,? • : , .... 3/4 LLI . ' _ SLOPE CONC. 1* ABOVE a N,y. It �•• :• 4 ••,' - ! • . .y. �. h• i..:•e.. = ,,,, • O .,e.�; •. , .�• .r y •_ ". :. r vel FI k FINISH W/ STEEL • <.'CLAS•S -N"' •7 s t_..3 r�■ +•1. ! SECTION Y-Y '� a TROWEL O .x ;• '`.,,. .m .3k CLASS, DEiECTAEILE .a r•� � t ° y,. Ti�OCm II�K' laE7E'CTi1&E W�IIBYMK' LiETAt S� RAMP PLAN v1E11 r � I COMPACTED t* • } " 4 C. y A f • ., . ^ WARNING DETAIL rill'--- i • .... �'' . .-. G )MPACTEID k. ; .y GROOVES DETAL Cal 7,""Po I PAVEMENT .. 1 BAu OREM MODIFIED CURB RAMP TYPE 'D'USE- NENSfONS FOR LOCAL ROADS ONLY USE � f VR AL ROADS GAYLJ•T LOCAL ROW 1rf1rr ,,` enr� r f Ripnp to tie pLeMue■AL LY R� �{ 'S Q� IWFy NO SCAE aide slope when am." Coecrete Y plaj ' ■ ena Oehl ot, APRON LENGTH '. fo CURBS COMPOUND SHALL BE PLAaD,ON ALL Dpm SURFA= rr APRON LENGTH i1 COMBINED CURB AND GUTTER TYPE 11 1 S� *04 FORMS ARE REQ NO Computed length of culvert . I OVERFALL ,• NO � 1 PREFORMED DAMPEN SIM AIDE PRIOR TO PLACING CONCRETE Pay length of culvert ° OVEAFALL JOINT FILLER '!4' �' SLOPE DETAIL - 6" CLASS CONCRETE RAMPS TO BE 8' OF CLASS A CONCRETE. ON C OF COMPACTED RMOG QNB E wM AGGRECaATL NO. 53 MINE (STONE SHALL BE PLACED FOR ALL CURB TABLE OF DIMENSIONS I : - I 2'-0" I "A" CONIC. RAMPS AND SHALL BE INCLUDED N THE COST OF RAMPS) FILTER IAMETE i NOTES: INTEGRAL a= NTH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 12-1 PAVEiIENT T A C j D E APPROX. FA8R1C FN.TER DIA. , K RI Rz ROCK CHUTE FNM ry'p!• y11 Nps SURFACES �IuNnE ryG�IRrB��R�AMI�P• SHALL 6E FLUSFl.WITH 1HE.EDGE OF ; (m;n.) (±r.) t±r.l Lr,) t+f•,I , er:fCHT. lb. stn Cf��� L WNvc ALL W WXv SYRfACW A/1MtVLR1 PA7Li1at r7V W:I/LJf I.i�L y2•• z, 5•1 4•-9 C-2 Z-0 13 tok, T• Iw nV wrzL PIPE BOLLARD t5" 'LL" 7' 4'-0 6'-s 2-0 15 121•• lr 1100 CONTRACTION JOINTS SHALL BE TOOLED OR SAVO N CONIWUOUSLY POURED CURBS TCM A MINIMUM DEPTH OF 1/2" g' COMP. NR WYUM REGt)Mi�DED WD1H OF RAID 6, 4' 0' 1e 2j^ 'r 4-1 a•-a s-0 1g s¢ 12 1s0o NO SCALE DAMPEN SUBGRADE BEFORE HAM CONCRETE 5 STONE 1/2" PRffORMED zr 2N u• 7-4 s-s T-d z.1 ION•• 11• 1500 JOINT FILLER TOOLED RIEIM SHALL BE PFRPQULAR TO THE OWC11ON OF TRAVEL TO' 24" s• 1•-0 x-0 d•-s 4•-0 zs lei' 14 _ J iaoo ...-.._. _.. CONTROL JOMits EVERY S MAXgRIY ON RACK OTIERwISE EVERY 1O' MIAXIItMtiI. PREFORMED E)ffgANSILI�I JOINT EVFRY 5O' MAXNMIAII. CROSS ROADWAY (PARALLEL 'fO THE. IROADVNAY CENIERC�IE) 21' 31 !a 2'3 8-.1 4'-e 2A 10t• 14}:" 2100 RAMP CONSTRUC710V !]ETA so 3j"r t Tao e•-s s-o %a tej•l 15- 24W NO'BACIOIL N's' OR COMPACIIIOI MAY OCCUR 12` FROM CURB UNTIL 5 FULL NAYS NAME PASSED AFTER PLACN6 CONCRETE DRAINAM INLETS SNAIL BE LOCATED UPHIL FROM'CURB RAMPS TO � s1Y• r-s r-e a-s s-0 $l x,N• 17}•• 4100 1" HA.C. SURFACE PREVENT PUDDLES AT THE PATH OF •TRAVEL 4" 1-5 s-t 6-3 6-0 a4 z4� z0- 4200 WELDED WIRE SHALL CONFORM TO GTY'S CONCRETE CURB POLICY N ALL RESPE�T'� � 4" H.A.C. BINDER 3" COMPACTED AGGREGATE REINFORCEMENT 2" CONCRETE END SECTION BASE, #53 STONE 6X6-W2.9XW2.9 24" 24' * o �— 6' COMPACTED AGGREGATE G —6' 4000 PSI CONCRETE B• 18" PATH LINCOLN PAVI3AENr sEIL"Rtf1+1 — BASE, #2 STONE 4' COMPACTED 3 STONE �II III-I(�=III-II II� COMPACTED SUBGRADE =11-111-1 MP CTED BASE #5 — — I I—I 1 I—I I—I I—I I—I I I—I I I— • 3" TDP' SOIL 3• TOP SIE, III—' ' _ _ _ _ _ _ _ � COMPACTED SUBGRADE PAVEMENT SECTION IS BASED UPON TYPICAL SITE 1'R. _ CONDITIONS. ANY AREAS OF BAD r • 2 RADIUS , �,'Rw 2 R SOILS MUST BE REINFORCED CONCRETE PAVEMENT ■ 1 �.. REMOVED. COMPACT SUBGRADE TO 95% MODIFIED ■ s• PROCTOR DENSITY. ■ SLOPE 1/4"/FT. ! ` ;. SLOPE 1/C/FT. ,' NO SCALE r N .« fN -•.. •' rf } • "A" 1'.*? . • M a�.� al,.~• rf r' • CLASS ■A■ i•'t �. ■ .—.—.—.—.—.—■—.—. .—.—.—.—.—.—.—.—. • .=N . �4� x s. N •——•—•—•—•—•—•— — — — —•—• •—•—•— — — HEAVY DUTY ASPHALT • +,.1," t•. WI�V1tL �L .i••1r �•7. .`: •. °.. !� C{RfMSG!G f' --- --- —, — ------ -- y fit COMPACIED is '..� : �� . t : ` r •. • fa COMPACTED jf 1T' *.Yom. } . % ; •.:.•..�:.• ^ —.— —.—.— —,— —_ INg WASHED GRAVEL OR • ' • — ` PAVEMENT SECTION �— , " H.A.C. SURFACE •—■—,—�—,—•—,—•—•—,—,—•—U NO SCALE 2" HA.C. BINDER EIACI(L a .l. r . +.; a• " 6J14�(FI.L r i• i., r • . a; r • .�.. .— ---y' :_ _ — — —:_._: { MOROVED OT SMD. SPEC^s } •— — — — —'—•— — — — —• — — — — — s' AAAAAAAAAAAAF_ �— 6" COMPACTED AGGREGATE PERFORA7ED — _ _ _ _ BASE. #53 STONE USE DWENSIONS FOR LOCAL ROADS ONLY USE DaE1 OMS FOR ALL ROADS EXCEPT LOCAL ROADS 4 PIPE 4 4 -I I I, I I I I I, ; .III-� O v * � � 8o11t1M —III=III— —_ — � COMPACTED SUBGRADE Z MIN. MIN. PAVEMENT SECTION IS BASED UPON TYPICAL SITE COMBINED CURB AND GUTTER TYPE PREPAWD COMPACTED N AtQANCE IRGIE; CONDITIONS. ANY AREAS OF BAD SOILS MUST BE I W W wTH slxTNaN zaroz OF srANOARD Near SPECS. �, � �'" REMOVED. COMPACT SUBGRADE TO 95% MODIFIED W CO IZ NO SCAM IME 0.',!N N.KIPM1; M� PROCTOR DENSITY. PROPOSED BLDG APPLIED JOINT SEALER " PIPE UNDERDRAIN AT STRUCTURES oc W d Q NOlESc N1Et3iAl ClN2B WTiH CONCIRETE PAVEMENT SHALL E' SIIiAR SHAPE BI ! I INOUS RECREA TIONAL PA TH CIYPIC& NWALLA'II� NS} TOOLED EDGE REGULAR DUTY ASPHALT NO SALE 1/2" PREFORMED PAVEMENT SECTION CURE ALL EXPOSED SLNTfACES' NO SCALE EXPANSION MAT'L p, �, C4 CONTRACTION JOINTS SHALL ENE TOOLED OR SAVO N CONTINUOUSLY POINTED CURBS TO A MNIAl11 DEPTH OF 1/2" c c o° No SCALE O1 1' - 110#/M HMA �lUiiOUS SURFACE 9.5 mm ON c I_ ai DAMPEN SUEDE EXPANSION JOINT TO00 BOTTOM OF PVMT +� v Ci CONTROL JOINTS EVERY 5' MAXIMUM ON RADI OTHERwSE EVERY'1O MAX IM. PREFORMED EXPANSION JOINT EVERY W MAID K QZ 3 &XIO/15Y0. HMA 8TlM1�l0US N1E1RM M1E 19.0 mm ON rn C C NO �'i OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACM CONXT T\N"-CONCRETE� E m M SHALL t FPtIRMN TO CITYS CONCRETE CURB PdJCY N ALL RESPECTS. 5" COMPACTED A=(;AIE JW STONE APRON AT DUMPSTER c as , Z O+ COMPACTED sUecRAOE EXPANSION JOINT AT DUMPSTER BLDG W o * wDTH OF RECREATIONAL ASPHALT PA1H AS DES M10 BY CARMEL, ALIERNATIUE TRANSPORTION PLAN NO SCALE ' +' ° � � U v) c i z I 24' MItIIAMtII 'm 1Ni RADIUS 2'-0' .2 3' TOP SOI. • , , . ^ � * � TC ELEV. 844.4010 .. o ~� .a }r :f • • •� wj y a 1OOYR WSE=844.3 o v •:A.Y .w L L 24" 1 I 8 •.. .. ti%.gp _• �, I I ORIFICE I I N ° 24" I �j ;� .'� r•`"'`• �+�'+!..., '•*' • r • I I STONE FILTER, I L�11 COMPACTED ;T N HAND-PLACED I I CONSTRUCTION JOINT W/ o W 6 ORIFICE ELEV. I I 24 .Y BACKFILL 840.00 12"-18 I I DIAMOND DOWELS 18" 0/C. NO O PIPE OUT ELEV. STONES a I EXPANSION MATERIAL coo CONCRETE APRON 837.94 (36"x36%4") PLACED A ° LE V MSL SP�ER MEDIAN ISLAND 6" 1" BELOW ORIFICE — GROUT I ��-�� I NO SCALE 4000 PSI CONCRETE �}Ar C7 /� p p, GUTTER EXIST. 1 RCP I I EXI 12' RCP I jj I J CONCRETE f E ROLL CURB OL Vtri ! I Cly — I �= I — CONCRETE APRON d (36"x36 x4) PLACED Id 14co NO SCALE STONE BEDDING 1" BELOW ORIFICE a n A �e 8 0. COMPACTED SUBGRADE 4" PERF PIPE UNDERDRAINS IN 4 O INTEGRAL #8 GRAVEL TRENCH EXTEND I I CURB WITH PAVENIEI�IT SMI.AR 4" PERF PIPE UNDERDRAINS IN I I NLT 6' EACH DIRECTIONcc •' SOUTH FACE EAST FACE (SEE DETAIL THIS SHr)�I I TION TRAFFIC ISLAND PAVEMENT DET CO) CO) CURE ALL EXPOSED SURFACES #8 RA 6L TRENCEACH H EXTEND CONTRACTION JOINTS SHALL BE 'POOLED OR SAWED N CONNINUOUSL.Y MM CURBS TO A MINIMUM DEPTH OF 1/Y (SEE DETAIL THIS SHT) �L w J OUTLET CONTROL STRUCTURE 6.0 •� DAMPEN 5UB(NRADE BEFORE PRACNG CONCRETE ° a a CONTROL JOINTS EVERY 5' MMM ON RAOI OTHERwSE EVERY 1{i MMAMU PREEO O EXPANSION MIT EVERY 5Q' MAn". 114 °. a.. ■ NO BAC1�7L1� OR COIPACRON MAY OCCUR 12'' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PU4CNG CONCRETE N _ SAWED JOINTS � W SHALL COIrORM TO CITY$ CONCRETE CURB POLICY IN ALL RESPECTS. _ O m Q o 212"X12' CHAMFER DISTANCE DEFINED BY D.O.T. I I REQUIREMENT N 2'-0' v G O MINIMUM WIDTH = a ° a ° J 1.25Bc+12 4 W 1/$"-1 1/4" DEEP SAWED 9. o " FLUSH WITH. SURFACE MIN. 6' TOPSOIL TO I I I I o ° 6x6 - 4/4 WIRE ME'S �/14/4 ENSURE GRASS CASTING I �1 u; 1. . sr2• GROWTH IF NOT I I a 4 �x' (}�. ,• i�,; y ;: UNDER PAVEMENT COMPACTED �} EDGE OF PAVEMENT CURB lr «►; >':e .� TO 95% STD CASTING ° ° Z :• a y. e...,.t ve: J• -Y• Y Nt4 �'-.,?h ift�ln. - I 111-1 I .° GUTTER OR SIMILAR =., ;Y 's: ry PROCTOR — STRUCTURE IN THE PUBLIC'` ar,7�°';t':n'Iz" DENSITY PIPE UNDERDRAIN -III I—I ° a v � '� :..�••" 'c'; r. IF NOT WITHIN 5' OF CONNECTIONS _1 CONCRETE SLAB RIGHT-OF-WAY � ',�,.• "*.`�1�f'':.., EDGE OF PAVEMENT: USE NOT IN SUMP �,r MIN. 12" "B" BORROW COMPACTED I' IF WITHIN 5. OF EDGE OF r syr•*" " as,;; TO 90% STANDARD I=III=I I — =I , r CONTROL JOINT r - t" �� PAVEMENT, USE B BORROW OR �-. BC �w; PROCTOR DENSITY TO I I—I I —� —� <yQ' O 1 /6 OF PIPE DIAMETER I I —III—I NO EQUN. GRANULAR MATERIAL w.: :,� r AND REGULAR BACKFILL LU PIPE UNDERI) 2 6 COMPACTED TO 95% STANDARD , 6 Bc TO TOP OF TRENCH CONNECTf6k+ti —I _,• PROCTOR DENSITY FOR ENTIRE / TRENCH BACKFILL '' ;-,.;,;•-•;�*K•�.��,;,:>;.>� d - III_ � 18F 'SNOUT' DEBRIS Vii•.. .: f:.. (� N SEPARATOR BY BMP 3/4" 6' CLASS 'A' CONCRETE > •T: , :; ti; G;Y INC. TO BE SIZED & O v INSTALLED PER 4 r DEPTH OF BEDDING M MANUFACTURER'S LEGEND Nom'�� BELOW PIPE SPECIFICATIONS. CASTINGtA ALL INITIAL BACKFILL SHALL BE DIAMETER d (MIN) _ _ /E Bc- OUTSIDE DIAMETER INSTALLED IN 6' TO 12' 27 E SMALLER co �— � � D= INSIDE DIAMETER BALANCED LIFTS. 3 INLET/MH d= DEPTH OF BEDDING A MINIMUM 9' OF CLEARANCE MATERIAL BELOW PIPE SHALL BE PROVIDED ON EACH TO 4 SIDE OF THE INSTALLED PIPE. _ = — 5,iR, °c `" 6 I—III-��MpAC;,DI�p,E=1 11=1 11= 1-11 ISI ;—; ;; I I I ;III SHEET NO. REINFORCED CONCRETE PIPE (RCP) INLET TYPE W FLOATABLES CONTROL CONCRETE APRON AT INLETS BEDDING DETAIL No SCALESTRUCTURES 1.0, 2.09 3.0, 4.1 IN ASPHALT PVMT C500 NO SCALE NO SCALE