Loading...
HomeMy WebLinkAboutC3.0 - SWPPP PlanCrA CrA Br CrA Br CrA CrA CrA CrA CrA -A CrA CrA CrA rA CrA CrA o� � g7 tr S'CitEET SOILS DESCRIPTIONS & LIMITATIONS MULCHING NOTE 1. Brookston Silty Clay Loam (Br - 6.5% Site) The Brookston series WHERE REQUIRED, CRIMPED /ANCHORED MULCH OR consists of very deep, poorly drained soils formed in up to 20 inches MULCH WITH A TACKING AGENT SHALL BE USED. THE of silty material and the underlying loamy till in depressions on till APPLICATION RATE SHOULD MEET GUIDELINES PER plains and moraines. Permeability is moderate in the subsoil and PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR moderately slow in the underlying material. Slope ranges from 0 to 2 EROSION CONTROL IN DEVELOPING AREAS. percent. Subject soil does not present any foreseeable limitations to the proposed development. FERTILIZER NOTE 2. Crosby Silty Loam (CrA - 93.5% Site) The Crosby series consists of very deep, somewhat poorly drained soils that are moderately deep FFERTILIZER PHOSPHOROUS CONTAINING to dense till on till plains. These soils formed in loamy till that can be -12-12) UNLESS SOIL TESTS capped with up to 22 inches of loess or silty material. Permeability is HOSPHOROUS DEFICIENCY. moderate or moderately slow in and above the argillic horizon and slow or very slow below the argillic horizon. Slope ranges from 0 to 2 percent. Subject soil does not present any foreseeable limitations to I / the proposed development. / ,0� CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. \ \ to ® \ KEEP �S / � (� m 0* \ \ DEVELOPMENT SUMMARY oNs� P`-`�`�M / / ii ' SOILS MAP RR�SPR\ S - �� 11 - 1 ETOTALSITE AREA = 1.38 ACRES +/- �RPG� vSCI�F' - - F PSOSCALE: 1 - 12O DISTURBED AREA = 1.7 ACRES +/- FORN��OFO / `/ 5 883.84 883.34 EROSION CONTROL CONTACT: FREDDY'S FROZEN CUSTARD & STEAKBURGERS ATTN: BLAKE EPPERSON (316) 617-8880 PROPERTY CORNER MONUMENTS NOTE ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION ACTIVITY. A' .° a '� � � a� ;y a \ s\ ♦ \ I / as J ♦ `� r \ o aa��2 PS O j . NORTH 20 0 10 20 ( IN FEET ) 1 inch= 20 ft. FLOOD NOTE THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO225 G, PANEL NUMBER 0225 G, DATED NOVEMBER 19, 2014. REFERENCE NFIP FIRM MAP #: 18057CO225 G EFFECTIVE DATE: NOVEMBER 19, 2014 j �: e aa�.2�� a as a aa�9:� a I ♦ \ PSGo 48 M.E. / / °. `� d + I �000 N \ I 882.32 E0000 - ag3. R:9aAaa410 PS \ \ \ STORM SEWER INLET NOTE \ \ \ // � p . e ' • fA e • as 4 40 as •a . \ " e ♦ \ � \ \ \ \ I / .�►�to `\ aa4 i a1 aa� ,�'. \ 0 I \ ALL STORM WATER INLETS & CATCH BASIN ' � ♦ �/ : • a9. '. cP PS �� aa�8 � / / F a \ 4 O as ♦ \\ \ CASTINGS SHALL BE LABELLED WITH � '.+ .:.,..` / .� F 9° as • PS eRaP \ o �♦ \ I ENVIRONMENTAL MESSAGING "NO DUMPING, 000 \ •'to b�� 84.24 `' : aa4b2 aa��4 �\\ DRAINS TO STREAM CAST IN RAISED OR RECESSED \ \ \:�♦ GRj a a 49 PS X12 \ PS 1 \ \\ .� �: � ♦ ��REP ,y - 883.74 ° as � • 'a \ a s \ LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A rA \ FISH SHALL ALSO BE CAST WITH THE LETTERS S 0 `` / � � � 883.96 °' �. ! '� `�O \ , .. aa4 �1 \ • \♦ \ � \ REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 101/04/191 REVISIONS PER T.A.C. AGENCY COMMENTS EAG I EAG \ \ \ P S 883.4 4 90 V� \ as aa� g1 PS J \ 882.00 J� 4 61 as O S \ i . a3 94 \ o ♦ \ \ \ E. 881.36 \ S� / I a8 ., aa49a pOS� OS \\ ,.. ..'' PS r \ o ♦ \ \ \���� 883.3 884.24 r 92 ` ^OS ` S \ PS 1 \ EROSION CONTROL NOTES 883.74 aa4 3� ` G�� e 4� � � "`' \ ' -� ♦ p0E_ :'` ' � r�R P Od` . o \ \ 882.07 i 4' \� \ ��� ♦ 883.57 GRADE -/ BRENK 1 ,J" � $5 00 r 1 a aa�' ) I w ♦\ \ 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE \ \ 881.40 r \ N 883.57 a BREAK 8 .43 G �a4�1 \ / ♦ COMMENCING WITH CONSTRUCTION. P 9 P '� 490 .v' o PS aagB1 \ S82 ♦\ 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED °L aa461 O \\ \♦ \ \ 1 BY THE CITY INSPECTORS PRIOR TO INSTALLATION. \ . 884.07 a9a4 9 1 \ O P S M.E. OO© 88.61 O 81.61. SR \ \o p r \ 883.21 \ SEEDING NOTE s-��\ °a \ \\�' 832 � ,.:•: . �. , 4, aa462 aa�66 \ ��' / � O O B�FyaF a�1a ' � O `Pw \ a I �► \ \ 88i� : _ aa4..: a a O O PS a ' a \.a \ . � \ � � \ O O O O\ \� \ ♦\ INSTALL TEMPORARY SEEDING AFTER A SPECIFIC \ I M.E. 881.51 \\ q �\ 3 02 ° 20 "\ / 41 aa1 O O O O 0 P ♦ STAGE OF CONSTRUCTION HAS BEEN COMPLETED 00 TEMPORARY OR FINAL WHERE AREAS WILL BE �S 0 a 0 \ \ ♦\ °p IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD \ \ ° " ,• � ::: ' , \ \ CROOS-SLOPE OT ° \\ ♦ aa��oa �� / -n�11\ \ O O O O \ \O\,\ i OF 15 DAYS OR MORE. � 0 EXCEED 2.0� v � , �^ \ I \ `' J \ P \\ ° aa� �a as / / qS , , \ \ O O O o I O O O \ \ \ 881.1 \\PS \ PS O 884.24/ a 000000 \ I \ \ M.E. 881. o .. 8 1. O � \ • Q/Q� Ra4 aaa17 QQ 9 0 U U PPS \ s 0 O O O 0 O \ \ I♦ \ CONCRETE WASHOUT BMP - 30 CY a9))9 O �' �a o ROLLOFF PROVIDED BY REPUBLIC \ \ \ S ♦ WASTE SERVICES OR SEE DETAIL 04/C3.1 09 \ M.E. 881. ` aa�92 �o E 000000 ♦��♦ PS � I O O O 883.82 \0 �� ♦ pS � O O O 0 : ♦ \ O P S \ (� ♦ \ \ ADDITIONAL EROSION CONTROL �,� \ `\♦ RNA aM161 A I a 1 a 1 O ♦ ��� PS CP \ \ \\ \\ ♦ 1 eR�N� a424 aa� a Ps \o 0 0 0 0 ♦��♦ �\ �♦ s MEASURES MAY BE REQUIRED IN n\ \\ T aa4A9 8a�� 4 a 11 O O O 0 aa4 2a s �\ \\ aa�99 Ps 0 0 3aa �♦ THE FIELD BY THE INSPECTOR \\ \ \ lJ ---Ur `♦ \ °°° a2 5 �w a 5 PS 000 .a as \� PS I OTn-A \ \\ w` ♦ OHO O PS �� O SF ME. \ � O \\ /� `♦ \ aa�9 0 /. 8 . 1 O O O PS aa4 , ♦ \ $a�A a s 8. 1 O 0 14 CP \ �A CONSTRUCTION LIMITS = 1.7 Ac± S •' �: r:: \ I O` N0 \ P� aa3�0 a a2 / / ° O 1 OZ O \\ \ ♦ 6 6 31 a 5° %�8g2� j/ as O O O O O .♦ O \ �U11- -A a9J. PS / ° - kkG \ � a °° aa2• o X88 P S / O �' 4 7� 0 \ \ \ ♦ \ a PS PS 'gg aa. 6060 ° � � ; - Know>uha#'s heil . dell before you dig. ��\ \ \\ `� ♦ PS i F'31 X88 0� / l ~ ' .p \ \ \ P / = i / .. •, .. • i3o 6- `0 0 q.53 5.51 a2.65 / 88 SF ...'' - P O 0�!� O \ �gg� a PS \ 0 Q. 1 m�7O G OWNER: r Sat• / • SF ° . 8a 1 r° Oa 6 \ \\ \ / •aa3. •PS a FREDDY'S FROZEN CUSTARD & STEAKBURGERS \ / ♦ __1 / 4. , ATTN: BLAKE EPPERSON . r. � o!/ / �8(316) 617-8880 0000 &S 0100KE _ _ ENGINEER: \ \ 'r J►� _ PS \ r y: q�'�.::.: 4, s� M.E. �B�E�O ����MES - - CIVIL SITE GROUP, INC. PS �► o aa410 ONS P� A go i ' �J y RESP UO / 160 WEST CARMEL DRIVE ' _ / / RPC�OR IDEgR\SIM _ - , D0 SUITE 240 _ �i PS OON� E F DOS w�' CARMEL, INDIANA 46032 \ \ \ aa2 •` tog - i �'.- o - , FRE 0 ,y (317) 810-1677 \ \ \\ PPS 0000 0000 0000 0000 - SURVEYOR: 3 -� L \ 0000 CENTRAL / 883 i CENTRAL STATES CONSULTING, LLC. 1'" o / 23-B NORTH REEN BROWNSBURG,INDANATREET 461 2 S (317) 858-8662 STORM SEWER SYSTEM NOTE GENERAL NOTES ,, ��\�' W 1. CONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORM WATER ENGINEERING (DAN GRESKAMP).\ PRIOR TO COMMENCING WITH CONSTRUCTION. 317-571-2441 ARCHITECT: WINTER ARCHITECTS ATTN: RODGER BAKER 1024 EAST 1st STREET WICHITA, KS 67214 (316) )67-6224 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ` TOPOGRAPHIC & BOUNDARY NOTE CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN \ \\ \ ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS LAND TITLE GENERAL NOTES COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER \ / SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 10/01/2018; THEREFORE, CIVIL SITE SAFETY. \ I \/ I GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY \ , I \ \� / \ I EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE THAT MIGHT BE BROUGHT OFF-SITE. ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.( \ GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND wV /'\\� \ / UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY \ \ FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL \ ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE MODIFICATIONS AND/OR LIME STABILIZATION MAY BE � \ � � INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS. 'a"' Z C• \9721=4 RIGHT-OF-WAY 0000100 MENNEN 000000 NEEMINE LIMITS OF DISTURBANCE PROPOSED CONCRETE PROPOSED STORM SEWER ❑® PROPOSED STORM STRUCTURE ------------ ROOF DRAIN/SUB-SURFACE DRAIN 799.23 TOP OF CURB GRADE 798'73 PAVEMENT GRADE 7x8.25 PAVEMENT OR EARTH GRADE M.E. MATCH EXISTING GRADE - - - - PROPOSED GRADE BREAK - -847-- PROPOSED CONTOUR EXISTING CONTOUR Check Dam/Sediment Filter - Spacing at 100' within swales (Rock Check Dam). See detail 01/C3.1 PROPOSED SILT FENCE -Typical in all areas where sediment could leave the site. SEE DETAIL 06/C3.1 --{ SS (8"0 Standard Duty "SILT SOCK" or approved equal) PROPOSED SILT SOCK -Typical in all paved areas where sediment could leave the site. PS TS PERMANENT SEEDING WITH STRAW MULCH - TYPICAL AFTER FINAL GRADING IS COMPLETED. SR STORM RIPRAP EB PROPOSED EROSION CONTROL BLANKET SEE DETAIL 05/C3.1 TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL WHERE CONSTRUCTION ACTIVITIES WILL REMAIN IDLE FOR A PERIOD OF 15 DAYS OR MORE. Inlet Protection - "Flexstorm" inlet protection typical for all paved area inlets AFTER pavement is installed; Silt Fence cage & "Flexstorm" inlet protection BEFORE pavement is installed. Point where stormwater will leave the site. 0 0 0 0 0 PROPOSED TEMPORARY CONSTRUCTION ENTRANCE 0 0 o SEE DETAIL 03/C3.1 NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 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 NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. 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 EROSION CONTROL NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION 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. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON-SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. U ON Z a O ff�� � CJ ) UWN www � ~ C/) CODO N 00 N ri O N 1`0 N C/) �' N 1-�--1 (n (0 L� ww� O J N � I _UJ E=o ♦^ UE CO ?� D r, U �O � �O V � ,��I11111//�� G L E/S Ire •• •• S --;'44/ o��G\STER�o°ti�� = • N9 o. s PE10403858 e = STATE OF 1 DATE: 10/26/2018 DWN BY: KPB CHKD. BY: EAG SCALE: 1 to = 20' DATE: 10/26/18 �t•�/.�JCN a O F� Cd +-� Q N W �oCO > C8 Cd W x 0 W NoU � c W O PROJECT NUMBER WAX.001 DRAWING NUMBER C&O SHEET 7 OF 27