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Home My WebLink AboutC4.0 - 180808-755- - r-Mir� � � � iiiiiiis C � � � � � immine women � � � � � � � 7sGRASS 57o -756-- SF 7ss.zD __� SF _ 7sa.es 7sa Me ------ SF .3s IILL.r.----SF -� -ram ` ` ` -�� / \ 1 /CONTRACTOR RESPONSIBLE TO KEEP ROAD 8 PARKING // 1 \ / // / _� y /✓ SPACES FREE OF DUSTIDEBRISIMUD AT ALL TIMES C/ Me 1 7Ys X -! I1,�� / fi 754.25 N.E. /�--- ,.� 754.7 i, i4j�\� 1 / _ 900'`1000 / / 7J�- a7t NJ.Ew 5 TEMKORARY CONSTRUCT16N 11 =.41 \7 1 X\-'3k/\\ 1 OO�ei ENTRANCE 0''' 1 ASPHALT I�1 75520 \- �� ` 55.42 75 O O O 754.3E E 754.1f M.E \ 753.97 .E. (k m ^ \>$4 Equality Blvd. I 4 v 7 0 1 1 I 754.50 / 754.65 7 O O 7sa.0 7sa.10 7saas 0770 RE 175165 O O 754.32 754.50 O O O _ O 753.52 �% I .et O ".J O 1 / Maid O II O$$ra��r 753.75 753.25 I 00 O 754.14 / 754.50 00 O 00 O, ti ■ o �■■■ � � OOOOC / OOOOC CONCRETE WASHOUT BMP / 30 CY ROLLOFF PROVIDED BY 755. REPUBLIC WASTE SERVICES 754. 751.75 25 752.OR SEE DETAIL 04/C4.1 f 71 6>� \ 754.50 BREAK 750 --- / 7550 PS 4 I e 755.2 �"^k 75560 PROPOSED GYM & j 75 68 LEARNING CENTER ( 13r000± S.F. c 1 1\ F.F.E. = 455.70 \ J li (NAVD 8§/DATUM) \( R_ U �__T \\ / PS I /) F/ I I \\ I I 1/ N V CONC. GRASS GRA55 --------- r- ADDITIONAL EROSION CONTROL I MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR l •il EXISTING SCHOOL BUILDING F.F.E. = 755.70 (wVDeenPiUIu U DEVELOPMENT SUMMARY II D Ij S TOTAL SITE AREA = 2.01 ACRES +l- I; TOTAL DISTURBED AREA =1.7 ACRES+I- li 2.01 ACRES± 1, _--15`�/ y \ ice\ I G�• Awe.%j. \ I 755.68 ��, I > I Ir / w ME 56 Q INC. 1 1 754.65 PS - -_ I 754.5 ASS `N" --- 7556 ( / GRASS 754.15 711N7 0 75540 7 55 75 7 O 754.90 7 D5 i 1 4.5 C\.. 753.9 \\ 755.60 I f \ GRASS _ F.F.E.-755.70�i 752.90 f 753.17 7535 11 f 753.3 753. \ l \ \ \ \ -7 _ mAVDeeypnxr 753.0 / I ZA f a � U I u: U'�\ ---------------- X X d � x 1 S S PS - -753 PS _ PJ Milk; PS' _ 7LaJx.c. \ SF a SF SF PS I OI 1 PS INONE weee weee weee � PS PS w CONSTRUCTION LIMITS TO MATCH 1 B B 1 SOUTH PROPERTY LINE \ ` 1 1-------- ------------- - _____S 1-PS �r:o---------- - TONSTRUCTION LIMITS=1.7 Act ---------- ------------------------- - T _ _ _ _ _ EB S _- - _ _ _750_= - - REMOVE CHECK DAM UPON FINAL _ _ _ �S _ _________ - INSPECTION BY CITY. PROVIDE_________________-----S----------_ S EB------- _-------_ -- --_ PERMANENT RESTORATION TO SWALE----------------------- -- -----y St--------- BPS ----------------_ _----------------------------------- _----------____- - 74 - EXISTING STORM WATER CONTRACTOR RESPONSIBLE TO KEEP DETENTION L _ - � (we weePS B---SWALE/DETENTION / V FACILITY FREE OF DUST/DEBRIS/MUD AT ALL TIMES --- -------- _---------- 746 - - - - - - - - - - ------ ----- - - - - - - - - - - - - ------------------------ ---- -- -- 746--- .------------------j il.. _-------_---ice --- }-___---------------------- _------------- ----_ /------------- ----------------------------_-- -- E P FERTILIZER NOTE - -- - ------ -- _ - - S DO NOT USE PHOSPHOROUS CONTAINING Nr - / FERTU2ER (12-12-12) UNLESS $OIL TESTS ` PS __---- INDICATE APHOSPHOROUS DEFICIENCY. k S 5 SEEDING NOTE/ _,- INSTALL TEMPORARY CONSTRUCTION AFTER A CONTRACTOR NOTE SPECIFIC STAGE OF CO EDING AFT RELEASED FOR CONSTRUCTION 10 EARTH DISTURBING ACTIVITY MAY ;OMMENCE WITHOUT AN APPROVED STORM Subject to compliance with all regulations VATER MANAGEMENT PERMIT. e City of Camlel ((�� DATE: \\ 06/17/19 SOILS DESCRIPTIONS & LIMITATIONS 1. Ockley Silt Loam (OcA - 100% Site): The Ockley series consists of very deep, well drained soils that are deep or very deep to calcareous, stratified sandy and gravelly outwash. The Ockley soils formed in as much as 51 cm (20 inches) of loess or silty material and in the underlying loamy outwash. They are commonly on stream terraces and outwash plains, and less commonly on kame moraines and eskers. Slope ranges from 0 to 30 percent. Well drained. The potential for surface runoff is negligible to high depending on slope. Saturated hydraulic conductivity is moderately high in the solum and very high in the underlying material. Permeability is moderate in the solum and very rapid in the underlying material. The soils pose no structural limitations to the construction other than seasonal moisture content that can be controlled with soil modification treatments (lime or fly ash). **IF CONSTRUCTION IS TAKING PLACE DURING WET SEASONS, SOILS MAY REQUIRE LIME STABILIZATION. REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 6 1 08/08/18 REV. PER INITIAL TAC REVIEW COMMENTS KPB BSC NORTH 20 0 10 20 LEGEND: TBM #5048 ( IN FEET ) BRASS PLUG FD. PROPERTY BOUNDARY ELEV. 754.86' 7 inch = 20ft. COI/C7.0 ONCRETE PAVEMENT GENERAL NOTES t SEE ETAILPROPOSED 1. CONTRACTOR TO SCHEDULE A PRE CONSTRUCTION ANGRE THE CITY OF CARMEN STORM WATER ENGINEERING (DAN GRESKAMKAMP). PROPOSED CONCRETE SIDEWALK PAVEMENT PRIOR TO COMMENCING WITH CONSTRUCTION. 317-571-2441 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 799.23 79fl73 TOP OF CURB GRADE PAVEMENT GRADE CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. ]9fl25 PAVEMENT OR EARTH GRADE 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER CONSTRUCTION LIMITS SAFETY. - con - - Existing cantons 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY Check Dam/Seckment Fiter - Spacing at 100' within ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ard- (Rook Check Dam). See detail 01/G4.1 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY _ _ - - PROPOSED SILT FENCE -Typical in all areas where sediment could leave the site. ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. SEE DETAIL 06/C4.1 �SE- (8"0 Standard Duty "SILT SOCK" or approved equal) EROSION CONTROL NOTES PROPOSED SILT SOCK -Typical iall paved he vita. areas where sediment could leave tPERILANENT PS SEEDING STRAWVANLtli TPICAL n 1. EROSION CONTROL PLAN MUST BE EXECUTED O AFTER FINAL GRADING IS CON O BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO NS NURSERY SOD BE APPROVED BY THE CITY INSPECTORS PRIOR PROPOSED EROSION CONTROL BLANKET C TO INSTALLATION. EB O SEE DETAIL 05/C4.1 TEMPORARY SEEDING WITH STRAW MULCH - TiPICAL -f TS WERE ODNSTRUCTION ACTINTES WILL REMAIN IDLE FOR A PERM OF 15 DAYS OR MORE. a EROSION Inlet Protection - "Reeetom inlet pmtectier tlpcd for all CONTROL CONTACT: ❑ paws area inlets AMR paaemme,t is installed: Slit Fence Pule "FIentarm" W inlet protection BEFORE pavement is installed. < THE PLAY SCHOOL at LEGACY, INC. (0 ATTN: KATIE GUERRA Point where slormwater all le w the site PHONE: 317-810-1760 14454 COMMUNITY DRIVE CARMEL, IN 46033 -- - _ --- -- PROPOSED CONTOUR o000o PROPOSED TEMPORARY CONSTRUCTION ENTRANCE FLOOD NOTE 0000o SEE DETAIL 03/C4.1 THIS LOT UES IN FLOOD HAZARD ZONE "X" AS SCALED FROM THE FLOOD NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. 1805700231 G. PANEL NUMBER 0231 G. DATED NOVEMBER 19. 2014. REFERENCE NFIP FIRM MAP 118057CO231 G EFFECTVE DAIS: NOVEMBER 19, 2014. TOPOGRAPHIC & BOUNDARY NOTE Kiniamkmalsbelow. Call b-A-e you dig. ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER A TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: B36081) PREPARED BY MILLER SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA 15 DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. TBM #5295 BRASS PLUG FD. ELEV.=753.11' MULCHING NOTE 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 HALL VERIFY ALL DIMENSIONS IN THE FIELD PRIER TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND THESE PLANS MOME ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER THE IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTIUTY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR HALL 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 WHERE CRIMPED ANCHORED MULCHH 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT WITREQHIREO. MULDI WITH A TACKING AGENT SHALL BE USED., THE STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR N RATE SHOULD MEET PER LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. PRACTICE OF THE INDIANA HANDBOOK FOR PRACTICE HANDBOOK 2. NANO ALTERATION WHICH STRIPS THE LAND E VEGETATION, INCLUDING EROSION CONTROL IN DEVELOPING AREAS CONTROL REGRADING, HALL 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 PRECAUTONS TO PREVENT SOIL SEDIMENT STORM SEWER SYSTEM NOTE ING DI FROM LEAVING NG THE SITE. ADDITIONALDEEROSION ANDSSA SEDIMENT CONTROLINS MEASURES BE INSTALLED DEEMED NECESSARY ON -SITE INSPECTION. ALL STORM SEWER INFRASTRUCTURE TO BE 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING CONSTRUCTED WITH THIS PROJECT SHALL STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A BE PRIVATELY OWNED AND MAINTAINED BY MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. THE PLAY SCHOOL AT LEGACY, INC. 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 DURATON OF THE 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. SOILS MAP b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. SCALE: 1 " - 1 00' CONTROL PERMANENTANDEIRO DEVICES HAAL BE IN TVEGTATIALLEDDWITHINCTURAL SEVEN rSIK IN lot (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. ED L) ❑ Z a U>CO -f9 !��-YINC aHyz o Q Zoo �N v 0o5a a•�n x NuO �B_ UOW Ict U WE -a Q =U y3o n W x U =0 F V a Je4APDA FS aC4 p�� O4Z) 10r,'1siEj �'Oq CN 0 C N9 1091 ] Cof C STATETEOFOF' 091ONAL EEO,\\ wA0a11T1T104A4 DATE: DWN BY: KPB CHKD.BY: BSC SCALE: 1IS = 20r DATE: 06 22 18 F•D-1 a U O O Z UQINC ^� W Z WZQ 0 �D ,,,,.d9 `V 5 O O //r O Oet<� Fw U U W C0 � O F�a••I 1•J-1 s s^^ VL PROJECT NUMBER TPS.007 DRAWING NUMBER C4■0 SHEET 6 OF