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Home My WebLink AboutC4.0 Erosion Controli � 0 � RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel � �{�n„� i,.va�i_ DATE: 06��9�20 EXISTING LEGEND ASPHALT L1NE aaaryac GqNT OF BEGINNING/COMMENCEMENT 9UIL�ING LWE � TRAFFlC SIGNAL POLE • STORAI INL£T (M)/(re) IAEASORE�/RECORO � CURB INLET • SET RE6AR/CAP 'FIRA1 0124" — SLOPE ARROW 6 FIBER OP➢C MARKER e PONER POLE m POV£R MEiER m IELEPHONE HAND HOLE/BOX w WAIER VALVE O JUNClION BOX SIGN � ROW MONUMENT 4 LIGHT POLE � FlNISHED FLOOR ELEVAlION � U➢LITY POLE IEMPORARY BENCHIAARK (iBM) mnryo monM1ale B<295 i¢82846(8' pyc s) e=B11i00(8' pws) (parn le m monM1ala) — — � — �. � � i �p Y I �i � 0 0.0' ACCE55 EASEMEI � ��,_ r TS \ / �a ti� � .. f \ P �� \E_g 'FS'� + �y W � �w>si. � � � � � y y � 'i \ 9 � ,�� ,( �� F9 1 �.� � �..� •,_\ .: \ \ LD , , \ F� o� \� . . . � . , , , �, — - � `�F �aE �aE � _ — — — _ _ � \ ��.�• ,f' LL=s2Llt � � ___ ____ __-________ '...J �,n.L .� a�� B \ \ \ \ � � EB z��se � so � TS � \ �AOUA—SWIRL" NS-3 �� \ ��E � ��E � o�` ��E � �oE � ��E �„ ;j,} E— Li5.�9 � uee SH 6L1L �W_ O�os� � � so � ` ` — + � \� �IP � ��o ��3 v �4 + Q �• 4��\� \\� W 4 \F � �+ � � �\:, , � � �'� \� �\ ,••,�,�'�� ` `••••,,,,,�•�'�`/� _ �,a�,�,�,�•�,�,/�`� /�� e `•`,'•,�,�,� �oE � ��E � �°E � ��E PROPOSED BUIDLWG f20,000 SFT FFE: 841.50 � � ..'� � ��1� � ��I��.�, r�/��/,� /�� o��, �� o•o. �,•«i � e � �e / / G0 /'Y�� /7�/ �ESIIMATE� LWEWOC. / NOT INCLU�ED IN SUC � � � �, � � Cq R,h� � � O \��L F � •� � o� S \�� ` IP O e \ \ \ � \ �• � � rm�� °e, + .� . �\ � \ a/ �� / \ �s � \ e` � � SF µ � \ i w, A � � �� 4 �� \� � � ?` '�i� � INSTALL TREE PRESERVATON FENqNG �1 j� �; �� ,>� / � . SEE SHEET Li] FOR DETAIL ` � % / ` Lp \ * �� a . � �P �„ f _ � aE � �' i� � �.♦ _ ��yr� � �� '�� TS� " A ��`3 � —�aon � \e �O �� \ � -�FS � � � � ,�`Ts`.�_ � I � \o _ ,0 � � � � \� � � � � /—' � \ \ ` \ \ \ � � � � � �� oc� � WF � / so so / � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � —_ _-----_ I � \ � � BENCHMARKS SITE BENCHIAARKS: (LOCATONS SHOWN ON SURVEY) UNLE55 OTHERWISE NOTEq ELEVATIONS SHOWN HEREON ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF THE PROJECT BENCHMARK DOES NOT EXCEED o.m Foor. TBM$1: SEf MAG NAIL IN SIDEWALK ALONG EASTBOUN� W. CARMEL ORIVE. ELEV. = 843.12 TBM$2: SET MAG NAIL IN BACK-0FCURB OF LANDSCAPE ISIAND AT THE IMERSECTION OF ENTRANCE OFF OF W. CARMEL DRIVE AND THE SITE'S INTERNAL PERIMETER ACCE55 DRNE. ELEV.= 839.16 TBM�3: SEf MAG NAIL IN PAVEMENT M SOUTHWEST CORNER OF SITE. ELEV.= 838.05 Indiano Utilities Protection Service � NORTH � � before you dig OGRAP5IC S3A�LE IN FEE60 EROSION CONTROL NOTES TEMPORARY EROSION CONTROL NOTES 1. THE PIACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCOROANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 2. ANY MNOft VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES FROM THOSE SHOWN ON THE APPROVED PLANS WILL REOIIIRE A REVISION ANp MUS� BE APPROVE� BV THE REVIEWING ENGINEER, ENVIRONlAEIJ�AL SPECIALIST, OR ARBORIST AS APPROPRIATE MAJOR REVISIONS MUST BE APPROVED BY THE PLANNING AND DEVELOPMENT DEPARTMEM AND THE DRAINAGE UTILITY DEPARTMENT. MINOR CHANGES OR ADDITIONAL CONTROL ME45URE5 TO BE MADE AS FIELD REVISIONS TO THE EROSION AND SEDIMENTATION CONTROL PL4N MAY BE REQUIRED BY THE ENVIRONMENTAL INSPECTOR DURING THE COURSE OF CONSTRUCTION TO CORRECT CONTROL INADEpUAQES AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR SHALL PIACE EROSION CONTROL BLANKEf (NORTH AMERICAN GREEN Si50BN OR APPROVED EpUAL) ON ALL SRE AREAS WITH SLOPES GREATER THAN 4:1, AN� IN THE BOTfOM AND SIDE SLOPES OF ALL SWALES. 4. PRIOR TO FlNAL ACCEPTANCE, HAl1L ROA�S AN� WATERWAV CROSSINGS CONSTRUCTE� FOR TEMPORARV CONTRACTOR ACCESS Ml1ST BE REMOVE�, ACCUMl1LATE� SE�IMENT REMOVE� PROM THE WATERWAV AN� THE AREA RESTORE� TO THE ORIGINAL GRA�E AN� REVEGEfATE�. ALL LAND CLEARING SHALL BE �ISPOSE� OF IN APPROVED SPOIL DISPOSAL SITES. 5. PERMANENL FlNAL PLANT COVERING OR STRUCTURES SHALL BE INSTALLED PRIOR TO RNAL ACCEPTANCE. 6. ALL CONTROL DEVICES THAT FUNCTION SIMIL4RLV TO SILT FENCE OR FIBER ROLLS MUST BE REPNREO, REPLACED OR SUPPLEMEMED WITH EFFECTIVE CONTROLS WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-THIRD THE HEIGHT OF THE DEVICE. THESE REPAIRS MUST BE AMDE WITHIN 24 HOURS OF THE RAINFALL EVENT OR AS SOON AS FIELD CONDITIONS ALLOW ACCE55. J. ALL SE�IMENT �ELTAS AN� DEPOSITS MUST BE REMOVED FROM SURFACE WATERS, �RAINAGE WAVS, CATCH BASINS AN� OTHER DRAINAGE SVAEMS. ALL AREAS WHERE SE�IMENT REMOVAL RESl1LTE� M EXPOSED SOIL MU4 BE RES�ABILIZED. THE REMOVAL AND STABILIZATION M115T TAKE PLACE IMMEDIATELV. BUT NO MORE THAN J DAVS AFTER THE RAMFALL EVENT UNLE55 PRECLUDED BV LEGAL, REGULATORY OR PHVSICAL ACCESS CONSTRAINTS. ALL REASONABLE EFfORTS MUST BE USEO TO OBTAIN ACCE55. ONCE ACCE55 IS OBTAINED, REMOVAL AND STABILIZATION MUST TANE PL10E IMMEDIATELY, BUT NO MORE THAN ] DAYS WTER. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL APPROPRIATE AUTHORITIES ANO RECEIVING THE APPLICABLE PERMITS PRIOR TO CONDUCTING ANV WORK. 8. ACCUMUlATI0N5 OP TRACKE� AND DEPOSITED SEDIMENT MUST BE REMOVED FROM OFF-SITE PAVE� SURFACES WITHW 24 HOURS OR SOONER IF REOUIRED. SE�IMENT TRACKING MUST BE MINIMIZEO BY THE APGROPRIATE MANAGEMENT PRACTICE, LIKE A �E�ICATE� SRE EXIT WITH AN AGGREGATE SURGACE OR OESIGNATE� OFFSITE PARKING AREA. CONTRACTOR IS RESPONSIBLE POR S�REEf SWEEPING AN�/OR SCRAPING IF YOUR PRACTICES ARE NOT ADE�VAIE TO PREVENT SEDIMEM FROIA BEING TRACKED FROM THE SRE. 9. SUftFACE WATERS, DRAINAGE DITCHES AND CONVEYANCE SYSTEMS MUST BE INSPECTED FOR SEDIMENT DEPOSITS. 10. PUMPING SEDIMENT LADEN WATER INTO ANV STORMWATER FAQLITY THAT IS NOT OESIGNATEO TO BE A SEDIMENT TRAP, ORAINAGEWAY, OR OFFSITE AREA EIIHER OIRECTLV OR INDIRECiLV YATHOUT FILTRATION IS PROHIBITED. iL SOIL STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, FLOOD PLAIN AREA OR A DESIGNATED BUFFER, UNLESS OTHERWISE APPROVED, UNDER SPECIFIC WNDITIONS TO BE ESTABLISHED BY THE DIRECTOR OR A�MINISIRATOR. 12. STOCNPILES TO REMAIN IN PLACE FOR MORE 1HAN THREE OAYS SHALL BE PROVIDED tNTH SESC MEASURES. MATERIAL IS TO BE HAULED OFF IMMEDIATELV AND LEGALLY IF NO STOCKPRE IS TO REMAIN IN PLACE. 13. ALL TEMPORARY SESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILRATION IS ACHIEVED.TRAPPED SEDIMENT AND OTHER DISNRBED SOILS RESULTING FROM TEMPORARY MEASURES SHALL BE PROPERLV DISPOSED OF PRIOR TO PERMANENT STABILRATON. 14. WATER REMOVED FROM iRAPS, BASINS, AND O1HER WATER HOLDING DEPRESSIONS OR E%CAVAilONS MUST FIRST PASS THROUGH A SEDIMENT CONTROL AND/OR FILTRATION DENCE. WHEN DEWAIERING DEVICES ARE USED, DISCHARGE LOCATIONS SHALL BE PROTECIED FROM EROSION. 15. ALL MIID IN SiREETS AND ADJACENT PARKING AREAS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. 16. BIIILDING MUST COMPLY `MTH ALL ORDINANCES GOVERNING SITE EROSION AND SEDIMENT CONTROL. 1Z BUILDER MUST SUPPLY DUMPSTER AND TEMPORARY TOILET FACILI➢ES AT ALL TIMES DURING CONSTRUCTION. EROSION CONTROL LEGEND 0 � Sf � � � � es � SFJ B2G TSOTEMPORARY SEEDING (SEE EROSION CONTROL DETAILS) EB TEMPORARY EROSION CONTROL BLANKET (SEE TEMPORARY EROSION CONTftOL NOTE //3) CE CONSiRUCTON ENTRANCE (SEE EROSION CONTROL DETAILS) SF SILT FENCE (SEE EROSION WNTROL DETAILS) �P AREA WLET GROTECTION (SEE EROSION WNTROL DETAILS) CONCRETE WASHOUT � (SEE EROSION WNTROL DETAILS) (TO BE DETERMMED BV CONiRACTOR) �RIP RAP (SEE EROSION CONTROL DETAILS) QFLARED END SECTION PROTECTION (SEE EROSION WNTROL DETAILS) 55 TEMPORARY SOIL STOCKPILE O LIMITS OF DISNRBANCE E%ISTING CONTOURS PROPOSED CONTOURS FS FlLTER SOCK SE�IMENT CONiROL >> U U _ � � O H U 2 n� ^ �u �Al = a i z W �ii ��Pon o w<..� � ��-a� Z o U Q T m m T Q m p .( �"e'xWsRrxco�r�� N Q. * PE11400406 : * '� S1Ri Cf �' �� MO nN1....5�� Y � ` Z Q Z J O � O �� wz O � � � W LJJ � � Vl w w U � J ORIGINAL ISSUE: 10/16/2019 KHA PROJECT N0. 170110000 SHEET NUMBER C4.0