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H iStPation fro. 8��3 R\� CERTIFIED BYE DATES 3/14/06 C — INDEX REVISIONS No. DESCRIPTI ❑N No. DATE i C100 Title - - - C101 Demolition Ran INDEX REVISIONS No. DESCRIPTI ❑N No. DATE DESCRIPTI ❑N C100 Title - - - C101 Demolition Ran Cl^ u2 Site & Utilit y Plan C103 Grading Drainage Plan C104 Grading & Drainage Plan C105 Grading-& Drainage Plan C106 Road Plan & Prof ile C107 Erosion Control Plan 0108 Erosion Control Details C109 Erosion Control Index 0110 Lighting Plan C111 Details C112 Details C113 SWAMP Plan C114 S ecifications C115 Landsca e Pta, a X```j %11111 /i;;j1i fit,• S X DO *"I 5, r�� 77r-ft. f; �- .i - - .. now 883573 iii TE OF w- es % X c9b N C� L0 cr) X V N X X \to SA00 • I Ec 'T 0 -0;1S7 10 too ofts, dop Wop 1"a WON X Ik 880573 g 1 g �:, �, sop STATE OF X CD C� X V �op C6 GRASS X B98, Z 0114 N 'kii x., ��� ���. 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Carmel, Clay Township, Hamilton Count Indiana Scale It 1 inch 30 ft 13110 Promise Road, Fishers, IN . 46038 Design By Drawn By Checked By Approved By 1 =30' vnone: (317) 841-3141 Fax-, (317) 84.1-9951 MFH MFH AES AES Sheet No. C105 0 0 0 9.00 J.= 887.20 -- = 888.75 C2 M �7 D W ELEV. & SINS AT= 887.50, AT ELEV.-889.0 %r. =888.50 9 0 - o i 41 Lr) COMMERCIAL C. ),;� LJL V U Q< dip ev ip i i dop IFNI .t' : _ �•? •a0 ♦le .• • cam'.'" - ::_1 #723 :c -ter .,. _ , �1: `> .r „�” r..r...- ii ♦ , � \ so* ,'t "t - r.. ,,,r' ; _- s3• - - r 'x� irk `` r ,.r• -,t _ r so �k ♦.. 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L s.�g14 13 A� a a a y ' �ZS p H A r N� �� a 0: 33 TRUCK DiSPLA i i i 33 9 #51 won+ � � h t~gOW W< A CL Azn COMMERCIAL Z ` WD ` D Z L� 3 W �5 �6 V 1 #43 42 R� • 7 A 9 e � 7 X50 CUR •II• i � � 1 . A �k Lj V W `l M W` v fn i a r #46 #45 54 /emu EXISTI _ / DO� r #55 W CL v � #57 V C3 a. Z�� t4pW X � Q W W^ A �. L s.�g14 13 A� a a a y ' �ZS p H A 60' FRONT YARD N� �� a 0: 33 TRUCK DiSPLA 33 N07E DRAYANG IS FOR EROSION CONTROL ONLY Construction Note: Seed 20' Area behind Curb EXISTING R/W 6 � o � � Z 4 4 TRUCK DISPLAY � � XIS'. � CURB C3 W?; Co }.WZ4 No. j Date `+f$t 1� �s �3 �i \A Soils Legend & Descriptions Br — Brookston silty clay loam, Soil description and Characteristics The main soil features that adversely affect engineering uses of this soil are a seasonal high water table hi gh potential frost act-ion, moderate shrink —swell potential and moderate permeability. This soil has severe limitations for building ites. The site n • protected from flooding. Dweliin s with 9 eels to be artificially drained and P g g # basements should not be constructed on this soil. This soil has severe limitations for local roads a potential frost action. The and streets because of seasonal high water table and high 9 P e base material for roads and streets should be replaced or strengthened with suitable material. 9 CrA — Crosby silt loam, Soil Description and Characteristics The main soil features that adversely affect engineering uc.es of this sail are a seasonal high water table hi ' shrink —swell potential and • • •9 s • high potential frost action, moderate p moderate permeability. This soil has severe limitations for budding sites. The site needs to be artificially ` dally drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has se ' severe Imitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Characteristics shown were taken from the Soil Surve of Hacock Count Indiana U ' y y, USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations Limitations for local parking lots, and buildings because of seasonal high water table and high potential frost action 9 P can be overcome by the use of underdrains, sub —base strengthening or lime stabilization. Swales which collect the surface drains a can also help. ' with respect to foundation construction with the use f ��-' � p High water tables can be overcome P o . perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. g n n r GRAPHIC SCALE 100 0 50 100 IN FEET 1 inch = 100 ft. LEGEND AREAS TO BE SEEDED &BLANKETED OR HYDRO SEEDED fe111111111� AREAS TO BE SEEDED D�RI 400 r � F a V,. STAGING AREA (SEE DETAIL) J.. S 0 VN S ; ' SILT FENCE ��� �. • V 1STf ftEOz :0/,� l _ 'i • '' YARD INLET PROTECTION (SEE DETAIL ' No• _ 880573 - GOP domp L ` • - ~` CURB INLET PROTECTION SEE DETAIL .�o;% STATE OF t _ - �o �Zi� �0�1AL � ��� 3/14/06 STONE ENTRANCE ` CONSTRUCTION LIMITS Revision - Erosion Control Plan Date - 0 March, 2006 Job No. ears an �r as, er an 201. a ENGINEERING INC. - - - Cla Township Scale Hamilton Coon Indiana 1 =60' 1311 Q Prornise Road Noblesville, 1N �4fiofiQ Design By Drawn By Checked By Approved B Y Sheet No Phone: X317} 841 -3141 Fax: (317} 841 -9951 AES l�2FH . KEH AES 0107 SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. STE>DW KENTUCKY BLUEGRASS 1=71 DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS 10 IS BELOW 50', APPLY SEED & SWITCH GRASS 3 MULCH AS USUAL.. IF SOIL TEMP IS TIMOTHY 4 ABOVE 50', MULCH, THEN APPLY PERENNIAL RYEGRASS = SEED OVER MULCH WHEN SOIL TEMP (TURF TYPE) INLET PROTECTION IS BELOW 500. INCREASE SEEDING DORMANT SEE= 1 -2 RATES 50 %. RYE, WHEAT OR OATS 2 BU /AC REMOVAL OF STRAW SALES N/A AFTER ALL AREAS WM04G TO VEZ AREAS ARE STAMM REMOVAL OF INLET PROTECTION N/A AF TER ALL AREAS MAIMING TO THESE AREAS ARE STABILCM fUOVAL OE SILT FEN_ N A AFTER ALL AREAS DRAINING TO DESE AREAS ARE STAMM SEEDM IE SODIN A - IO:MtUM MEGRASS 100 LBS /ACM OWIING RED FESCUE 100 LBS /AtRE4 PLUS 2 TONS STRATI 1 UTA /A= OR ADD M WX RYEGRASS 2D LBS/ArCRE FER7><IIZE AS F0010.0M BY SOL TEST. F IESM IS NOT DONE. APPLY 400 -IM lBS /ACRE OF 12 -12-12 ANALYSIS, OR El4UYNENT. FER7iJZFR. B - IO:NTUC(Y BLUEt7tA5'412D LBS /A= CREVViG RFD FESCUE 12D LBS /ACRF4 PLUS 2 TONS STRAY MMM /AQRE, OR ADD MAIN. RYEGRASS 3D LBS /ACRE ?1tX I J2f AS REC=V= BY SOL 113T. IF TESING IS NOT DONE; APPLY 400 -800 LBS. /ACRE OF 12 -12-12 IWALYStS, OR WRAIM, FERIYJZER. C = SPF= OATS 3 BUSHELS /ACRE FERILIZE AS RECCiMM BY SOL TEST. F 7E5iM LS NOT DONE, APPLY 400400 LBS. /ACRE OF 12 -12-12 ANALYSIS, OR MUIVALFNT, FWLIZER. D - *UT OR RYE 2 SUN S /ACK FERIN, AS RWW.9= BY S0 L IW. F 1ETIM tS Hff OOfiE; APPLY 400 -800 LBS /ACR£ OF 12-12 -12 ANALYSIS, OR EQUVALENT. FF3M.I1ER. E - BRAS RECO 40 DE A Y SOLO1 LB/1000 . F _ - ) 6 NOT DOW. APPLY 4W -800 LBS. /ACRE OF 12 -12-12 ANALYYSM 7Oft IME�G MT. FUaLMR F - SID G - STPAW MUIM 2 TOW /ACRE s - IRRIGATION NEED DURM JAW. JULY, AUGUST AND/pi ST MEER *+ _ 0=0 NEEDED FOR 2 MM AFTER SUPPLYM SOD SEED MIXTURES: TEMPORARY: WHEAT OR RYE OR, SPRING OATS PERMANENT: 2 BU /AC LAWN AND HIGH MAINTENANCE AREAS: 3 BU /AC KENTUCKY BLUEGRASS 40 LB /AC CREEPING RED FESCUE 40 LB /AC OR, PERENNIAL RYEGRASS 170 LB /AC DORMANT SEEDING: (TURF TYPE) MAINTENANCE INSTALLATION SEQUENCE AND, WHEAT OR RYE 2 BU /AC TO BE USED DURING PERIODS WHEN SILT FENCE Nm(LY, AFTER STORM EVENTS AM AS NEEDED SOIL TEMPERATURES ARE TOO LOW r WEEKLY, AFTER STORM EVENTS AND AS NEEDED FOR SEED GERMINATION, (t50' F, ALTERNATE SEED MIXTURE FOR DRAINAGE AREAS: APPROX. NOV 15 THRU FEB IN IND.) KENTUCKY BLUEGRASS 20 LB /AC DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS 10 IS BELOW 50', APPLY SEED & SWITCH GRASS 3 MULCH AS USUAL.. IF SOIL TEMP IS TIMOTHY 4 ABOVE 50', MULCH, THEN APPLY PERENNIAL RYEGRASS 10 SEED OVER MULCH WHEN SOIL TEMP (TURF TYPE) INLET PROTECTION IS BELOW 500. INCREASE SEEDING WHITE OR LADINO CLOVER 1 -2 RATES 50 %. RYE, WHEAT OR OATS 2 BU /AC FERTILIZE W /1000 LB 12 -12 -12 /ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE SIONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE Nm(LY, AFTER STORM EVENTS AM AS NEEDED PRIOR TO CLEARING AND GRADING r WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION MEEKLY, AFTER STORM EVENTS AND AS NE M PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSICINS YIEEKLY, AFTER STORM EVENTS Atn AS NEEDED ALONG W1H ROUGH GRADING TEI"ARY SEEWC WATER HEM AFTER ROUGH GRADING PERMANENT SEEMO WATER AS NEEDED AFTER FN% GRADING EROSION CONTROL MATTING MEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FLASH GRADING STRATI BALES WEEKLY, AFTER STORY EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEDCLY, AFTER STORY EVENTS AND AS NEEDED AFTER EACH NET IS RACED SEED, SOD & LANDSCAPE AM" HATER AS NEEDED AFTER FNM GRADING AROUND FLASHED UNITS UNITS REMOVAL OF STRAW SALES N/A AFTER ALL AREAS WM04G TO VEZ AREAS ARE STAMM REMOVAL OF INLET PROTECTION N/A AF TER ALL AREAS MAIMING TO THESE AREAS ARE STABILCM fUOVAL OE SILT FEN_ N A AFTER ALL AREAS DRAINING TO DESE AREAS ARE STAMM EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT CURB INLET SEDIMENT BARRIER PERIODICALLY AND AFTER EACH STORM EVENT AND REPAIR IF NEEDED. 2. REMOVE SEDIMENT WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 3. DEPOSIT SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTALISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD 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 TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYN HERC FILTER FABRIC REQUIRU& NTS PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT EXTRA STRENGTH - 20% (MAX) ELONGATION 50 lbs. /lin. in. (MIN) COMPACT THE STANDARD STRENGTH - r 30 ibs. /lin. in. FLOW RATE 0.3 gal. /sq. ft. /min. (min) 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1-X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GUAGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6 ". CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 "). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES. TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IPOS THE LINE OF THE POSTS. TRENCH \ 4 "X4" SET POSTS AND ESCAVATE A 4 "X4" TRENCH ' UPSLOPE ALONG FILTER --, FABRIC 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 2 STAPLE THE WIRE -�', WIRE MESH FENCING FENCING TO r' EACH POST I'1 s` 1 SILT FENCE MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE. NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE OUTLET PROTECTION AT DETENTION POND EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN TYPE SC -150, IN- STALLED TO MFGRS. RECOMMENDATIONS OVER PERMANENT SEED MIXTURE ONE STRIP EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN P -300 INSTALL WITH CENTER OF BLANKET AT NORMAL POOL ELEV. OUTFALL PIPE 3 MAk NORMAL POOL 00 , to:1 N 0 0 • ! 10 CONCRETE END SECTION - OUTFALL PROTECTION RIP RAP 12 -INCH THICK BY 10 -FEET IN LENGTH 9-r- 3 -FEET WIDE AT PIPE TO 10 -FEET MADE AT END (APPROX. 2.5 CUBIC YARDS OF RIP -RAP PER END SECTION) PROFILE VIEW W W W Li OUTFALL PIPE L RIP -RAP APRON I I 10 -FEET PLAN VIEW 3 0 � OVERLAP GAPS WITH FENCE INLET AS REQUIRED PER PLANS r- I v I SEE SILT FLOW I I FLOW FENCE DETAIL i' 4 � FOR INSTALLATION I I I I l ;w_ul PLAN � SECTION U.J 0 15 " -20" IN GROUND SILT FENCE TRAP GRAVEL BAGS OVERLAP ONTO THE CURB 1. FILL GEOTEXTILE BAGS APPROAMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2 AT A POSITION DOWN SLOPE OF THE LOT AND UPSLOPE OF THE INLET, LAY BAGS TIGHTLY IN A ROW CURVING UPSLOPE FROM CURB AND AWAY FROM INLET. 3. OVERLAP BAGS ONTO THE CURB AND EXTEND A MIN- IMUM OF 3 FEET INTO THE STREET. 4. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 5. PLACE BAGS IN AN ARC AROUND CURB INLETS THAT ARE IN A SUMP POSITION. 6. SET UP SAFETY/TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 7. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. 3 FT. (MIN.) GAP BETWEEN BAGS - ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL EROSION CONTROL MEASURES AND SCHEDULE 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. C0NTRACTOR' SHALL INSTALL A STONE CONSTRUTION ENTRANCE OR SOME OTHER APPROVED ENTRANCE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBILE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES Ar APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12. THE COUNTY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. 13. THERE ARE .NO AREAS ON SITE WHERE STORMWATER MAY ENTER GROUNDWATER (ONLY THROUGH THE EXISTING POND). 2 " -3" WASHED STONE (INDOT CA. #2) STONE DRIVE ENTRANCE DETAIL EROSION CONTROL - RIGHT -OF -WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 20 FEET ONCE THE CURB HAS BEEN BACKFILLED. Oro It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle but before the water enters the storm structure. Some filtering will occur as water posses through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall he 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall he no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and costing. The top of the basket shall he open to prevent flooding during heavy storm events. Fabric shall he woven polypropylene allowing 15 -2.5 gal /min /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of tire erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (31 7) 281 -2661, Turfgrass Inc. (317) 894 -3276. 3:1 4 BACKFILL THE FILTER --�_ (, TRENCH AND FABRIC lW_ � W COMPACT THE ELEVATION r EXCAVATED SOIL. U z Q w O F_ CY ,r Z (!) I LLJ Z r W J Q Q o- J Q = Z) J � U4_ j SILT FENCE MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE. NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE OUTLET PROTECTION AT DETENTION POND EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN TYPE SC -150, IN- STALLED TO MFGRS. RECOMMENDATIONS OVER PERMANENT SEED MIXTURE ONE STRIP EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN P -300 INSTALL WITH CENTER OF BLANKET AT NORMAL POOL ELEV. OUTFALL PIPE 3 MAk NORMAL POOL 00 , to:1 N 0 0 • ! 10 CONCRETE END SECTION - OUTFALL PROTECTION RIP RAP 12 -INCH THICK BY 10 -FEET IN LENGTH 9-r- 3 -FEET WIDE AT PIPE TO 10 -FEET MADE AT END (APPROX. 2.5 CUBIC YARDS OF RIP -RAP PER END SECTION) PROFILE VIEW W W W Li OUTFALL PIPE L RIP -RAP APRON I I 10 -FEET PLAN VIEW 3 0 � OVERLAP GAPS WITH FENCE INLET AS REQUIRED PER PLANS r- I v I SEE SILT FLOW I I FLOW FENCE DETAIL i' 4 � FOR INSTALLATION I I I I l ;w_ul PLAN � SECTION U.J 0 15 " -20" IN GROUND SILT FENCE TRAP GRAVEL BAGS OVERLAP ONTO THE CURB 1. FILL GEOTEXTILE BAGS APPROAMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2 AT A POSITION DOWN SLOPE OF THE LOT AND UPSLOPE OF THE INLET, LAY BAGS TIGHTLY IN A ROW CURVING UPSLOPE FROM CURB AND AWAY FROM INLET. 3. OVERLAP BAGS ONTO THE CURB AND EXTEND A MIN- IMUM OF 3 FEET INTO THE STREET. 4. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 5. PLACE BAGS IN AN ARC AROUND CURB INLETS THAT ARE IN A SUMP POSITION. 6. SET UP SAFETY/TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 7. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. 3 FT. (MIN.) GAP BETWEEN BAGS - ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL EROSION CONTROL MEASURES AND SCHEDULE 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. C0NTRACTOR' SHALL INSTALL A STONE CONSTRUTION ENTRANCE OR SOME OTHER APPROVED ENTRANCE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBILE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES Ar APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12. THE COUNTY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. 13. THERE ARE .NO AREAS ON SITE WHERE STORMWATER MAY ENTER GROUNDWATER (ONLY THROUGH THE EXISTING POND). 2 " -3" WASHED STONE (INDOT CA. #2) STONE DRIVE ENTRANCE DETAIL EROSION CONTROL - RIGHT -OF -WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 20 FEET ONCE THE CURB HAS BEEN BACKFILLED. Oro It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle but before the water enters the storm structure. Some filtering will occur as water posses through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall he 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall he no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and costing. The top of the basket shall he open to prevent flooding during heavy storm events. Fabric shall he woven polypropylene allowing 15 -2.5 gal /min /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of tire erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (31 7) 281 -2661, Turfgrass Inc. (317) 894 -3276. 3:1 �+ t %� r >_ Z 0 Z 0 ~ L�J U Z Q --� IW- Z Z O lW_ � W W = X j Q 0 48 (� Z_ I-- ELEVATION Q Z O 0 Q Z U OO SILT FENCE MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE. NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE OUTLET PROTECTION AT DETENTION POND EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN TYPE SC -150, IN- STALLED TO MFGRS. RECOMMENDATIONS OVER PERMANENT SEED MIXTURE ONE STRIP EROSION CONTROL BLANKET EQUAL TO NORTH AMER. GREEN P -300 INSTALL WITH CENTER OF BLANKET AT NORMAL POOL ELEV. OUTFALL PIPE 3 MAk NORMAL POOL 00 , to:1 N 0 0 • ! 10 CONCRETE END SECTION - OUTFALL PROTECTION RIP RAP 12 -INCH THICK BY 10 -FEET IN LENGTH 9-r- 3 -FEET WIDE AT PIPE TO 10 -FEET MADE AT END (APPROX. 2.5 CUBIC YARDS OF RIP -RAP PER END SECTION) PROFILE VIEW W W W Li OUTFALL PIPE L RIP -RAP APRON I I 10 -FEET PLAN VIEW 3 0 � OVERLAP GAPS WITH FENCE INLET AS REQUIRED PER PLANS r- I v I SEE SILT FLOW I I FLOW FENCE DETAIL i' 4 � FOR INSTALLATION I I I I l ;w_ul PLAN � SECTION U.J 0 15 " -20" IN GROUND SILT FENCE TRAP GRAVEL BAGS OVERLAP ONTO THE CURB 1. FILL GEOTEXTILE BAGS APPROAMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2 AT A POSITION DOWN SLOPE OF THE LOT AND UPSLOPE OF THE INLET, LAY BAGS TIGHTLY IN A ROW CURVING UPSLOPE FROM CURB AND AWAY FROM INLET. 3. OVERLAP BAGS ONTO THE CURB AND EXTEND A MIN- IMUM OF 3 FEET INTO THE STREET. 4. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE -BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 5. PLACE BAGS IN AN ARC AROUND CURB INLETS THAT ARE IN A SUMP POSITION. 6. SET UP SAFETY/TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 7. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. 3 FT. (MIN.) GAP BETWEEN BAGS - ACTS AS A SPILLWAY CURB INLET PROTECTION DETAIL EROSION CONTROL MEASURES AND SCHEDULE 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. C0NTRACTOR' SHALL INSTALL A STONE CONSTRUTION ENTRANCE OR SOME OTHER APPROVED ENTRANCE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBILE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES Ar APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 11. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12. THE COUNTY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. 13. THERE ARE .NO AREAS ON SITE WHERE STORMWATER MAY ENTER GROUNDWATER (ONLY THROUGH THE EXISTING POND). 2 " -3" WASHED STONE (INDOT CA. #2) STONE DRIVE ENTRANCE DETAIL EROSION CONTROL - RIGHT -OF -WAY 1 THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 20 FEET ONCE THE CURB HAS BEEN BACKFILLED. Oro It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle but before the water enters the storm structure. Some filtering will occur as water posses through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall he 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall he no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and costing. The top of the basket shall he open to prevent flooding during heavy storm events. Fabric shall he woven polypropylene allowing 15 -2.5 gal /min /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of tire erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (31 7) 281 -2661, Turfgrass Inc. (317) 894 -3276. 3:1 #53 STONE LINE WITH GEOTEXTILE FABRIC TYPICAL SECTION STAGING AREA TRASH DUMPSTER PORT -O -LET 6" MIN. s II►►�,'��i �E. K0 �6VSTERIt . d i ov No. 880573 = .o''• STATE OF S/ONAt E *� 3/14/06 �► ►IIII I Ittt� LLI m � � 1 U >_ Z 0 Z 0 ~ L�J U Z Q --� IW- Z Z O lW_ � W W = X j Q 0 48 (� Z_ I-- Q Up J (n _ Q Z O 0 Q Z U OO U Q! Z Q O t- O a U z Q w O F_ CY ~ z - W Y Z (!) I LLJ Z L- U) Q . w_I U W J Q Q o- J Q = Z) J � #53 STONE LINE WITH GEOTEXTILE FABRIC TYPICAL SECTION STAGING AREA TRASH DUMPSTER PORT -O -LET 6" MIN. s II►►�,'��i �E. K0 �6VSTERIt . d i ov No. 880573 = .o''• STATE OF S/ONAt E *� 3/14/06 �► ►IIII I Ittt� PLAN ELEMENT INDEX Section A 1. This document is the Index. 2. The 11 "x17" plat will be included in this submittal. 3. This project is a Warehouse facility located on a platted lot. 4. The Vicinity map is shown on the title sheet. (See Sheet CO.1) 5. The legal description is located on the Plat. (See Sheet C6.1) and the Latitude is 39 °50'21" & the Longitude is 85 °55'15 ". 6. The location of all lots and site improvements are shown on the site plan. (See Sheets C2.1 & C2.2) 7. The Hydrologic unit code is 05120201110010. 8. There are no State of Federal Water Quality permits at this time. 9. Storm water will be discharged in one location to the southeast through an existing storm sewer to a forebay in the existing pond. The forebay was designed to handle this site's release. A new storm sewer system located along the north parking lot will collect the majority of storm water and run it through an Aqua -Swirl structure for water quality purposes, and discharge it directly into the upstream end of the ditch part of the Dunn Ditch. The Dunn Ditch Regulated Drain then discharges into the Jay Ditch watershed. 10. There are no wetlands on or adjacent to the site. There is an existing retention pond on site. 11. The receiving waters for the section are the Jay Ditch. 12. There may be some discharge into the ground water from the existing drainage pond. 13. There are no floodplains or floodways on this site. 14. The pre - developed discharge vs. the developed discharge for the entire site are as follows: Total Discharge i. 10 -yr Predeveloped = 119.68 cfs ii. 10 -yr Developed = 105.12 cfs 15. The adjacent land use is shown of the erosion control plan. (See Sheet C3.1) 16. The Construction limits are shown of the erosion control plan. (See Sheet C3.1) 17. The existing conditions are weeds and grass. 18. The soils map is shown on the erosion control sheet. (See Sheet C3.1) 19. The storm systems are shown on the site plan. (See Sheets C1.1 thru C1.3) 20. The existing Sanitary Sewer is coming from the east and runs along the north side of property, and the storm sewer is discharging into the existing pond to the south and west to the ditch. (See Sheets C1.1 thru C1.3). 21. The existing topography is defined by contours and is shown on the site plan. (See Sheet C1.1 thru C1.3) 22. The proposed topography is defined by spot elevations and is shown on the site plan. (See Sheet C1.1 thru C1.3) Material handling and spill prevention plan. 1. Construction Equipment A. Fueling, lubricating, and fluids: All operations involving the addition of fluids to equipment should be done in one location, as designated on Sheet C3.1, so that spills are limited to one location on the site, which will facilitate the cleanup of spills. If an onsite fueling tank is planned to be on site, it shall be double walled and stored in this designated area. This location is an area that will not allow spilled fuilds to migrate into subsurface soils. In the event of a spill, the fluids shall immediately be cleaned up by removing the contaminated soil or stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The soil shall also be reported immediately to the Contractor's superintendent. B. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling are a if possible. Otherwise, suitable on site containers should be placed under the equipment during repair to catch any spilled fluids and these fluids should be disposed of in a proper manner. C. All reuseable fluids containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricanting oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the construction site. 2. Construction Materials and their Packaging A. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion control shall be inspected and maintained as described elsewhere in these plans. Excessive dusting of soil on the site shall be minimized by reducing construction traffic across bare soil during dry and /or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated. B. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable onsite waste containers. The site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing, that create small particles should be performed in one spot in an area protected from wind, and waste particles collected and sidposed of frequently to minimize wind disposal. Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, whether the material is taken out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. C. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags such as Dandy Dirt Bages. The use of these types of dewatering devices will remove large quantities of sediment and dirt and prevent these materials to enter the storm sewer system. D. If the use of lime is used to stabilize the soil of the site then all construction equipment used shall be cleaned of all excess materials with water in the maintenance and refueling area as shown within these plans. E. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay attention to the products recommended usage. 3. Concrete Waste Water A. All concrete waste water shall be disposed of in the designated area as shown on this sheet. This area is a 4' high, 10' diameter doughnut type mulch berm which shall be; constructed over a geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products A. All excess paint and there related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. PLAN ELEMENT INDEX Section B 1. Potential Pollutants during construction includes but are not limited to: fossil fuels, oil, grease, point, human waste, silt, concrete, construction debris ... 2. The erosion control measures and schedule is shown on the erosion control details. (See Sheet C3.2) 3. The Stone entrance is shown on the erosion control plan. (See Sheet C3.1) 4. The sediment control measures for sheet flow are shown on the erosion control plan & Details. (See Sheet C401) 5. The sediment control measures for concentrated flow are shown on the erosion control plan & Details. (See Sheet C3.2) 6. The inlet protection measures are shown on the erosion control plan & Details. (See Sheet C3.1 & C3.2) 7. There are no runoff control measures. 8. The storm water outlet protection measures are shown on the erosion control plan & Details. (See Sheet C3.1 & C3.2). The existing storm sewers are the outlet for most of the site. 9. The are no grade stabilization measures. 10. Each measure is shown on the plans along with the appropriate details and specifications. 11. The temporary seeding measures for each season are shown on the erosion control plan & Details. (See Sheets C3.1 & C3.2) 12. The Permanent seeding measures for each season are shown on the erosion control plan & Details. (See Sheets C3.1 & C3.2) 13. In order to minimize the release of potential -pollutants during construction the Contractor shall implement this material handling and spill prevention plan. The Contractor shall review this plan with all subcontractors and require that they implement the plan as well. 1. Construction Equipment A. Fueling, lubricating, and fluids: All operations involving the addition of fluids to equipment should be done in one location, as designated on Sheet C3.1, so that spills are limited to one location on the site, which will facilitate the cleanup of spills. If an onsite fueling tank is planned to be on site, it shall be double walled and stored in this designated area. This location is an area that will not allow spilled fluids to migrate into subsurface soils. In the event of a spill, the fluids shall immediately be cleaned up by removing the contaminated soil or stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The soil shall also be reported immediately to the Contractor's superintendent. B. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling area if possible. Otherwise, suitable on site containers sho,ald be placed under the equipment during repair to catch any spilled fluids and these fluids should be disposed of in a proper manner. C. All reusable fluids containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the construction site. 2. Construction Materials and their Packaging A. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion control shall be inspected and maintained as described elsewhere in these plans. Excessive dusting of soil on the site shall be minimized by reducing construction traffic across bare soil during dry and /or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated. B. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable onsite waste containers. The site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing, that create small particles should be performed in one spot in an area protected from wind, and waste particles collected and disposed of frequently to minimize wind disposal. Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, whether the material is taken out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. C. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags such as Dandy Dirt Bages. The use of these types of dewatering devices will remove large quantities of sediment and dirt and prevent these materials to enter the storm sewer system. D. If the use of lime is used to stabilize the soil of the site then all construction equipment used shall be cleaned of all excess materials with water in the maintenance and refueling area as shown within these plans. E. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay attention to the products recommended usage. The Staging area is shown on the erosion control plan & Details. (See Sheets C3.1 & C3.2) 3. Concrete Waste Water A. All concrete waste water shall be disposed of in the designated area as shown on this sheet. This area is a 4' high, 10' diameter doughnut type mulch berm which shall be constructed over a geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products A. All excess paint and there related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. In the event of accidental contamination all efforts should be made to remove contaminants in an appropriate manner.ea The Mount Comfort Fire Department should be contacted immediately to determine if further measures are needed. SPILL RESPONSE PLAN Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the owner and the source determined, if possible, and removed from the site for maintenance or repair. Pavement should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. Contact List: Fire Department (911 in case of emergency), IDEM Spill Response Center (888- 233 -7745) and the Developer (Tim Peterson of Precedent Commercial Development, LLC- 805- 1180). 14. Person in charge of and knowledgeable about erosion and sediment control shall inspect the site for stormwater pollution prevention deficiencies at least weekly and again within 24 hours of every X inch rain event. Construction Entrance shall be repaired if it is not performing properly. Silt fence shall be repaired /replaced in the event that it has failed. Drop Inlet Protection Basket shall be repaired/ replaced if failed & sediment removed. Curb Inlet Protection shall be repaired /replaced if failed & sediment removed. Sediment Traps shall be cleaned out if they are over 50% full of sediment. 15. There is only an individual building erosion control is shown on sheet C3.1. PLAN ELEMENT INDEX Section C I. Proposed site will be a commercial subdivision. Potential pollutants from this type of development include, but are not limited to: fluids and debris from parked vehicles & vehicular traffic which could include: fossil fuels, oil, grease, antifreeze, brake fluid, window washer fluid, rubber, plastic, & metal fragments, grit (sediment) from wearing of the road surface, trash (including bacteria and other biological agents contained in the trash) from littering and other types of improper disposal or storage, and elevated receiving water temperatures from stormwater runoff contact with impervious surfaces. 2. The existing stormwater quality measures will remain in place until no erosion or siltation can take place. The proposed stormwater quality measures for the owner will be implemented during post- construction. 3. The proposed site will contain an existing pond with the storm sewer network outleting into the existing pond. The site will be draining into a storm sewer network and swales, which will act as filters throughout the life of the subdivision. 4. Catch basins, swales, and pond location are provided on the site plans. (See Sheets C1.1 thru C1.3) 5. The owner is responsible for post construction maintenance until the the building is sold to a new owner or unless this subdivision is considered a regulated drain subdivision. If this project is a regulated drain subdivision, then the maintenance will be the county's responsibility. Embankment shall be inspected annually and after major storms. Any barren lawn or bank areas shall be seeded and /or stabilized. Outfall Pipe shall be inspected annually. Clear all drains to make sure they are functioning properly. Clean any debris from end sections . and trash rack. Replace if rust is excessive. Permanent Pool shall be inspected monthly. Clear all undesirable vegetative growth. Remove flootable debris. Check for visible pollution and their sources. Contact the local fire department for guidance. Sediment Forebays to be inspected monthly. Clean out forebays if the sediment accumulation is over 50 percent full. Other (Inspect Monthly) Outfall locations shall be stabilized with additional rip rap if erosion has occurred. Take note of complaints by ad jioners and any potential public hazards. Contact the local County Surveyor's office for guidance. STER Nm 880573 ,o = STATE OF ;ell i��s�OH AL �� ���`\ 3/14/06 PAVEMENT i SIDEWALK 1. BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR PIPE INSTALLATIONS SHALL BE 2, FINAL BACKFILL FOR ALL PIPE UNDER OR WITHIN 5` OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT, BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS 4' MINIMUM DEPTH OF PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED, THE BACKFILL FOR MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3' BELOW THE BELL, BEDDING, MINIMUM = THE TOP 61 OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB BASE OF THE HAUNCHING, AND INITIAL BACKFILL SHALL BE COMPACTED IN 6` MAXIMUM LIFTS TO NOT RD, + 18' PAVEMENT SHALL BE No. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY, FINAL BACKFILL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR ALL PIPES GREATER THAN 5' OF PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE OF FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE ROCKS LARGER THAN 6' IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS OF THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE 6' ABOVE THE SPRINGLINE. N MATERIAL, COMPACTED IN 12' MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. °�D -�-- -i #8 CRUSHED STONE or DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION, OF THE PIPE, THE LIMIT OF INITIAL BACKFILL SHALL BE 6' ABOVE THE SPRINGLINE, -- #8 FRACTURED FACE AGGREGATE #8 CRUSHED STONE or #8 HAND TAMPED or WALKED IN TO FRACTURED FACE AGGREGATE GRADE EARTH BACKFILL SHALL HAND TAMPED or �IALKED IN • ' •' • • • . A 1/2. MD.,, PER SPECS, • - TO 1/2 O,D, +12' PER SPECS. � ' •� .•' BE FREE FROM SOLID ..• ... c L- L�,� `' kWJM,SEE SIDEWALK DETAIL (BELOW THE BELL) i+�� I � ... .: • I �� (BELOW THE BARREL) i'!'� � �'! it I u + �! �I � �! � � i i i- vvuw i � GREATER THAN 1= I I I 4" IN CIRCUMFERENCE. #8 CRUSHED_STONE_or_____ _ __ REBAR ��- -- - - -��- - - -- m SECTION O SIDEWALK RAM P FOR HANDICAPPED NO SCALE a 6X6 - 10X10 WWF 3: (WELDED WIRE FABRIC) o '- 6' -0" MIN. 1 .� 3 0 -IYP. 1% MIN. SLOPE GRADED LAWN SLOPE: 4" 1/4 per ft. EX. PAVEMENT x 0 0 0. 0.. CONCRETE CURB •_-.: - COMPACTED SUBGRADE • EXISTING GROUND THE SPACE BEHIND THE CURB SHALL BE FILLED WITH 4" OF TOP SOIL ON TOP OF SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6 IN DEPTH. RIGHT -OF -WAY SIDEWALK SECTION NTS 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER COURSE 3" H.A.C. #5D BASE 7" #53 COMPACTED STONE BASE `_ ; ,��• ��- �- 4 Fr- 4" #2 COMPACTED STONE BASE ''_Y -�3 t..-_' l 7,4 •,-'r,'..,. � i � � � .-,-' S �t t ..-- "'•t..... it -r� �� � i•I'�}�,,,. -•t a i ✓•^'^'�•'i� •_••`r"'.. ! �nr..' �r��. � C � �V�J,,. 4 .r,r.. s � ,••'�' .-•-'� t vim„•,.. �.��`"'r �t S � �.�L ..1,,.,.'..� � ':,°"".'�• -' i S� t ' ' • COMPACTED SUBGRADE R W PAVEMENT DETAIL SCALE: N.T.S. 1.5" BITUMINOUS � 11 SURFACE 2.5' BITUMINOUS �/9 BINDER 3" COMPACTED AGGREGATE N0. 53 STONE Row 5' COMPACTED AGGREGATE N0. 2 STONE. PAVEMENT DETAIL SCALE: N.T.S JPpR�OVIDEC 10 _o,� 'MESH ONN� N0. 53 STONE AGGREGATE NO.CgM� AGGREGATE ON CONC. PAVEMENT DETAIL SCALE: N,T ,,S. 4" CLASS "A" CONCRETE AW MEd 6 X 6 1/2 EXPANSION JOINT 2% CROSS SLOPE TYP. z WWJ 8' - 150 TRANSVERSE BEDDING BELOV THE PIPE BARREL o= JOINT WW= 0 00.0 00. w 6" s, w M]� �- x� rj �� f f? r'r r!1 J • •e - if V) w x SS Y u o O , M. -_ _�Z LO ON � _.��« y.•+•" t 1 � nr.r•` : i i n � � r '• _ . � . �r.,..r....+'' i .' Y..� � ,r.� �• �( ` ..•••r'rr• •" Qom° a. z� TRANSVERSE BOTH SIDES �• U' JOINT #8 FRACTURED FACE AGGREGATE, /^ EARTH � BELL HALE EXCAVATED, 1 1 1-12 SUBSTITUTE #53 USE UNDER PAVEMENT & TO THE POND �# rA-� � STONE IN LIEU OF PIPE SIZE 8' - 150 18' & OVER BEDDING BELOV THE PIPE BARREL O.D. /4 MIN$ = 6' O.D. /4 MAX, = 8' FLEXIBLE PIPE BEDDING DETAIL (PVC & HDPE Pipe) 7k o iq 1, NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE. 2., EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK, 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. 4. 1.5" H.A.C. #11 SURFACE. 5. BITUMINOUS TACK APPLIED AS PER "INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. S. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVA110N ACTIVITIES, SHALL. BE RETURNED TO THEIR ORIGINAL CONDITION. 7. PLAIN CONCRETE IS TO BE FINISHED 1.50 BELOW THE EXISTING PAVEMENT. 8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. TOOLED OR SAWED ROAD CUT PATCH DETAIL 1/4" THICKNESS 6 SIDEWALK IRAN SVERS E JOINT TROWEL & USE LIGHT HAIR BROOM FINISH NOTE: TRANSVERSE JOINTS 1.25 x WIDTH EXPANSION JOINTS 37.5' O.C. Q qlnF\A/Al k/ n P-TA I I NTS `_ SE sN�7�2 OF�TH�IN�W� STANDARD SPECIFlCATIONS RIGHT -OF -WAY SIDEWALK DETAIL NTS ROUNDED CONCRETE CAP 6'" DIAMETER STEEL PIPE FILLED WITH CONCRETE a o YELLOW PAINT IN ACCORDANCE Q WITH INDOT 909.04 n �. 3 OF TOPSOIL COVER OVER CONC. FOOTING IN GRASS AREAS /-' FINISHED PAVEMENT GRADE -s 18" DIAMETER, 2500 PSI CONCRETE FOOTING 4' MIN. BOLLARD DETAIL SCALE: 3/4"= 1' -0" m MINIM 101m MININIMINI TOP OF PA "ENT BACK OF CURB PA "ENT 24" TOP OF CURB EARTH WHEN WITHIN FIVE FEET OR UNDER PAVEMENT, Tr, IT- STONE TO BE VIBRATORY COMPACTED IN 8" LIFT'S TO OBTAIN 95% STANDARD PROCTOR. S � UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. USE ONLY FOR POND OUTLET PIPE STORM PIPE DETAIL No SCALE VERIFY SEE SITE PLAN BRUSHED FINISH SURFACE SLOPE 1/4!30 / 12 e X 3 A - c}t - �..�..� - - 2' -0" - -T a PAVEMENT SAW CUT FOR EXISTING -�� ;-- � CLEAN BREAKS w „ --� 1.5 H.A.C. SURFACE �t PAVEMENT fir��r s., 0 °o 0 00.0 00. w 6" s, w ,1F i ,% '`'' /f /ff t { i� j • Q' Q'. 0 - s • _ a - ,i ,+i i r f 1 jf ' f 1 rj �� f f? r'r r!1 J • •e - if ,jl I fr ff 1`'� ��, T� J f 't. �^� • � SS Y u o O , M. -_ j"�'�� C .,,..r 4•v S,L.. -•'�•r 1 �,wr'""1 {. n 'r.+ Z } i ,,:•w.••' '� r�f =� � t.w"''�•• SC S• • Q• - • Q • - Q • _ • • 4 _ •; i'r.._.""...«•'� '- .1'��'"� ^`: ` yA . . - • • . _ • • p• • _ . ` i i.-x•• � r �� ... 4 � "„N...r+'r'• l ';t 4 .'_"" t '�} � _.��« y.•+•" t 1 � nr.r•` : i i n � � r '• _ . � . �r.,..r....+'' i .' Y..� � ,r.� �• �( ` ..•••r'rr• •" ...:; a.� = •.. =: ���a,.,,,•.�w -- -:'ry �. �� . ._�� ; :: _ -- ._ . � . _.� -: � .��� � � --��� � �' ,i-f •i � • 12" THICK PLAIN CONCRETE » nr'A' � ,•.ww"r a f r r,,.., k _• • • ..s . _ ♦ • . � �.� ,-'� ' ,..,.. y i...�..: ; tr '•� ` ;1.r - -�° : ��;:' -•-w•z f -t' TO BE FINISHED 1.5" BELOW BOTH SIDES �• _' ' _ -.:� _ .._ -- : _:: - . - • THE EXISTING PAVEMENT OF TRENCH.a -' ��• =_� -:� =s= ��� •- • ...,.r 00.0 °O �xw..�� w,._._�, ' • • �� ' •• ' "�� FLOWABLE FILL TO BE PLACED • ENTIRE TRENCH TO BOTTOM OF 0.0 °0.0 0 °° 00 °° 0 *0 0.0 CONCRETE ELEVATION 7k o iq 1, NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE. 2., EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK, 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. 4. 1.5" H.A.C. #11 SURFACE. 5. BITUMINOUS TACK APPLIED AS PER "INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. S. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVA110N ACTIVITIES, SHALL. BE RETURNED TO THEIR ORIGINAL CONDITION. 7. PLAIN CONCRETE IS TO BE FINISHED 1.50 BELOW THE EXISTING PAVEMENT. 8. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. TOOLED OR SAWED ROAD CUT PATCH DETAIL 1/4" THICKNESS 6 SIDEWALK IRAN SVERS E JOINT TROWEL & USE LIGHT HAIR BROOM FINISH NOTE: TRANSVERSE JOINTS 1.25 x WIDTH EXPANSION JOINTS 37.5' O.C. Q qlnF\A/Al k/ n P-TA I I NTS `_ SE sN�7�2 OF�TH�IN�W� STANDARD SPECIFlCATIONS RIGHT -OF -WAY SIDEWALK DETAIL NTS ROUNDED CONCRETE CAP 6'" DIAMETER STEEL PIPE FILLED WITH CONCRETE a o YELLOW PAINT IN ACCORDANCE Q WITH INDOT 909.04 n �. 3 OF TOPSOIL COVER OVER CONC. FOOTING IN GRASS AREAS /-' FINISHED PAVEMENT GRADE -s 18" DIAMETER, 2500 PSI CONCRETE FOOTING 4' MIN. BOLLARD DETAIL SCALE: 3/4"= 1' -0" m MINIM 101m MININIMINI TOP OF PA "ENT BACK OF CURB PA "ENT 24" TOP OF CURB EARTH WHEN WITHIN FIVE FEET OR UNDER PAVEMENT, Tr, IT- STONE TO BE VIBRATORY COMPACTED IN 8" LIFT'S TO OBTAIN 95% STANDARD PROCTOR. S � UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. USE ONLY FOR POND OUTLET PIPE STORM PIPE DETAIL No SCALE VERIFY SEE SITE PLAN BRUSHED FINISH SURFACE SLOPE 1/4!30 / 12 e X 3 A - c}t - �..�..� - - 2' -0" - -T a PAVEMENT r " .+�'r" - • ,y -}' i ,t77.' .A\ j� ..�,+^'' ,,..Y' �; 1i .v.r.., 'yam �Se S .•- .y .""'."•�" 1' '1 a i i _., i % ; ,,.....,.•''` r,•,�L `S,+^"-' �i � 9 ..•^ ,,,..n, �� ' ;i t y rr.l ~.� x N_,..,.. _ ; t�.Sv �� }..vr,r -�' � i •2 ,., "'x'�.;�^`" f . Z � ..r,..,r• i .s .,.., , �,r... ,.. i � •�a �.. .. s .. %. �-' a •'� � ,•.«- s yi ,. "• t �; . � i S rr..�•° -..+�• �, t '•, 1 � r -•� -• i 5 i'" �J 2 ~'i. .,:., ti 1 ° �"'"',',.,,..•.• '� j � j tt ���„ >E � � ^ .;,; ••.. � S`rr r n- ..r w+., �•. L � .r.-` r „'i' } '� °�'O � S �{ y - r..... *_:,, } a . 1 ♦ M ESH • 41 CLASS "A� CONC. SIDE= VJ/6X6 10/10 n , 4a LAIN. GRANULAR FILL ELEVA 71ON CURB TAPER /TRANSITION N, T,� STORM INLET NEENAH CASTING NO. R --3405 OR APPROVED EQUAL T. C. -� r- ASPHALT GRADE 1" T.C. CONCRETE SIDEWALK NO SCALE 1 2" PREMOLDED EXPANSION J INT MATERIAL 4 MIN. GRANULAR \-4* CONC. SIDEWALK. PROVIDE FlLL. EXPANSION JOINTS EMERY 20' ALONG SIDEWALK AND TOOLED JOINT'S EVERY 5 EXPANSION JOINT DETAIL SCALE: N.T.S. r _- L � 16T AM A Alt lllll� = r r NEENAH TYPE CASTING NO. R -3010 r ASPHALT GRADE OF DRIVE - 2,_0), 1" * 41 ;0 vs0 °0.0 v•0 V90 -- 0 °o 0 00.0 00. w 6" s, w 0.0 00•0 p•0 °p• °° •�. _ s ,r-►_- }mss O °0.0 °p 0°000 °p• ' o•0 °a•° O.O °p •O° .00 c •o° oo ao.00 o •o .off ° oo.Qo o •00.00 00.00 00.00 Z o °o•o °o °0.0 o °o. ° °o. °0.0 FOR BASE No. 53 0•0 0.0 . f 0 100 FROM CURB TURNOUTS 00.0 °O 0 °O®0 °O w 0.0 °0.0 0 °° 00 °° 0 *0 0.0 000 0 041 o O °° 00 00 0#0090 t I l 0 °O• ° °° 00000000 N000000 ° ° 0° °p 00 24 " 24 0 0.0 O 0 0.0 0. 0000060 000 00 i o °O•O °D D•0 °0.0 0 °0.0° 0.0°0.0 VAR. PIPE SIZE ♦ 00000 0 °0 . 0 °p °� ° ®° ° °�° � 7 STONE CONC. Box) - (15" MAX.) p 0• • 0 0 �r a.0° 0.0 0 °0• •0 °p O • 0 ° Din 16 p 4" 4" INSTALLATION REQUIRED: M IN (MIN) 0 50' FROM PAVED AREA INLET STRUCTURE ALONG WITH EACH STREET CENTERLINE. a 100' FROM CURB TURNOUTS ® PIPE MATERIAL PER I.N.D.O.T,, SPECIFICATIONS. PIPE UNDERDRAIN r " .+�'r" - • ,y -}' i ,t77.' .A\ j� ..�,+^'' ,,..Y' �; 1i .v.r.., 'yam �Se S .•- .y .""'."•�" 1' '1 a i i _., i % ; ,,.....,.•''` r,•,�L `S,+^"-' �i � 9 ..•^ ,,,..n, �� ' ;i t y rr.l ~.� x N_,..,.. _ ; t�.Sv �� }..vr,r -�' � i •2 ,., "'x'�.;�^`" f . Z � ..r,..,r• i .s .,.., , �,r... ,.. i � •�a �.. .. s .. %. �-' a •'� � ,•.«- s yi ,. "• t �; . � i S rr..�•° -..+�• �, t '•, 1 � r -•� -• i 5 i'" �J 2 ~'i. .,:., ti 1 ° �"'"',',.,,..•.• '� j � j tt ���„ >E � � ^ .;,; ••.. � S`rr r n- ..r w+., �•. L � .r.-` r „'i' } '� °�'O � S �{ y - r..... *_:,, } a . 1 ♦ M ESH • 41 CLASS "A� CONC. SIDE= VJ/6X6 10/10 n , 4a LAIN. GRANULAR FILL ELEVA 71ON CURB TAPER /TRANSITION N, T,� STORM INLET NEENAH CASTING NO. R --3405 OR APPROVED EQUAL T. C. -� r- ASPHALT GRADE 1" T.C. CONCRETE SIDEWALK NO SCALE 1 2" PREMOLDED EXPANSION J INT MATERIAL 4 MIN. GRANULAR \-4* CONC. SIDEWALK. PROVIDE FlLL. EXPANSION JOINTS EMERY 20' ALONG SIDEWALK AND TOOLED JOINT'S EVERY 5 EXPANSION JOINT DETAIL SCALE: N.T.S. r _- L � 16T AM A Alt lllll� = r r NEENAH TYPE CASTING NO. R -3010 r ASPHALT GRADE OF DRIVE - 2,_0), 1" * , t 1/4 -- : :-: INLET TYPE A .. w 6" s, w • r~ 0 0 0 Oft _ •�. _ s ,r-►_- }mss NOTE. ' •0 c .00 0 •o O '0 •00 .0o v .0 v •0 00 •Do 0 •00 0 • 0 •O�•00 0 •p� 0 •0� 0 400 GOO •o0 0 °•oo °•on © .0 a •0 •0 0 •0 w �- .00 c •o° oo ao.00 o •o .off ° oo.Qo o •00.00 00.00 00.00 #4 BARS (TYP.) SUBGRADE 1 TYPE "0" COMPACTED AGGREGATE FOR BASE No. 53 1 THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0" COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE INCLUDED IN THE COST OF 'THE MODIFIED COMBINED CONCRETE CURB AND GUTTER. MODIFIED DEPRESSED CONCRETE GUTTER CONCRETE 3000 PSI 6" 1/2r 3" OF TOP SOIL 2 "r PAVEMENT , . L --.•_, :�,��,� ���°�f';z��' , 1• 04 W ... 77777777777 77.77.77z, 6"'"B" BORROW PAVED AREA INLET DETAIL N.T.S. _. N to by .•L `. •~ ,.A.:,..`�:•.., _. .._..... -+.. _..._� ' ` 3'6 "x3'6" BASE r> I f A l 1^% r-1 A&ON I i ^ I I r"N r" . I d i I r "r- .y GRANULAR s ��, �� �.�� = �- •�:.,, - -r� -: -... ;,� - ;� ^ y C + r Ft �* •tea ~ +J, BACKFILL 9" 12" MIN. STRAI-GHT CONCRETE CURS DETAIL NO SCALE N EXISTING GROUND tu's S K 0 N% zz INN Are : sop •: = = • - 1 • +. • - r 880573 mom r f ... .o STATE OF `rS/0 L i \\ 3/14/06 -- : :-: INLET TYPE A .. W ; _ ALONG WITH EACH STREET CENTERLINE. NOTE. ' 1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS. �' -: f 0 100 FROM CURB TURNOUTS 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I. -- 24"X 2e r" 3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE. - _ _ 4. PRECAST ADJUSTING SECTIONS AVAILABLE. PIPE MATERIAL PER I.N.D.O.T. SPECIFICATIONS. -� 24 " 24 PRECAST CONC. Box (PRECAST� VAR. PIPE SIZE o CONC. Box) - (15" MAX.) 0 VAR PIPE SIZE 1• 04 W ... 77777777777 77.77.77z, 6"'"B" BORROW PAVED AREA INLET DETAIL N.T.S. _. N to by .•L `. •~ ,.A.:,..`�:•.., _. .._..... -+.. _..._� ' ` 3'6 "x3'6" BASE r> I f A l 1^% r-1 A&ON I i ^ I I r"N r" . I d i I r "r- .y GRANULAR s ��, �� �.�� = �- •�:.,, - -r� -: -... ;,� - ;� ^ y C + r Ft �* •tea ~ +J, BACKFILL 9" 12" MIN. STRAI-GHT CONCRETE CURS DETAIL NO SCALE N EXISTING GROUND tu's S K 0 N% zz INN Are : sop •: = = • - 1 • +. • - r 880573 mom r f ... .o STATE OF `rS/0 L i \\ 3/14/06 (4) 3/8" x 3" STAINLESS STEEL ANCHOR BOLTS (TYPICAL) FINISHED GRADE (SLOPE AWAY FROM CASTING) :tiJT.1 4" PRE -CAST CONCRETE ADJUSTING RINGS MINIMUM (1) (TYPICAL) PRE -CAST CONCRE ADJUSTING RING OR FLANGE OF CASTING WET GROUT BED JOINT DETAIL INFLUENT ` _ ALL JOINTS SHALL BE SEALED BY A ���� :•: 1/2" OR 3/4" HAMILTON � - SOUTHEASTERN UT1U11ES, INC. ("HSE") APPROVED FLEXIBLE BUYTL J RESIN CONCRETE SEALANT (ROPE) J# A0 CONFORMING TO ASTM C 990. ���0 COMPOSITION AND THICKNESS OF /��/ •- MATERIAL SHALL BE. DEPENDENT ON SEASON OF INSTALLATION AND AS DIRECTED BY HSE. CONTRACTOR SHALL GROUT ALL INTERNAL JOINTS WITH NON - -SHRINK GROUT. TO UNDISTURBED EARTH (12" MINIMUM) �/ "CLEAN" SAND BACKFILL TO INFLUENT AND ���`� EFFLUENT PIPES. 1 RADIU BRUSHED FINISH SURFACE SLOPE 1/4v / 12" r • _ . _ .. �' • . __ e • ti i__�_ r ♦f r • 3' = = w 4' CONC. SIDEWALK W /6X6 10/10 " j .. _- . , W.W. MESH. 4" MIN. GRANULAR FILL COMBINED CURB & WALK MANHOLE CASTING TABLE LOCATION MODEL COVER 18" INCHES OR MORE ABOVE 100 YEAR FLOOD ELEVATION OF ALL WATERWAYS EAST JORDAN 1050 -Z1 OR NEENAH R- 1712 -B HEAVY DUTY SOUD LESS THAN 18" ABOVE 100 YEAR FLOOD ELEVATION OF ALL WATERWAYS EAST JORDAN 1050 -Z1WT OR NEENAH R- 1916 -E HEAVY DUTY SOLID 45' BEND LID. OYMERSHIP 20" LETTERING PRIVATE 14 "SANITARY SEWER° ALL CA51INUZ:i IU tit _ZUVVULU M In FOUR (4) ANCHOR BOLT HOLES NO-ff; TOP OF CASTING SHALL EXTEND ..,L•i. A. It 1 ♦ 11♦ R— l^l•ll£.`t lr—rl /1C7 An C' -.X ., G•:- l,Ji..:_ � :i�a� %' �i,t r.�.•: .x;1!.4'!; �tt. 2 -4 iNIMUM 'a � r, 0" MAXIMUM ` ea CONCRETE STRU r =A6==16= RES N01E: 1) GREASE TRAP SHALL CONFORM TO ASTM C 478 UTILIZING . 4,000 PSI CONCRETE. CONTRACTOR MAY SUPPLY GREASE TRAP AS MANUFACTURED BY ZURN SERIES Z -1170 OR JAY R. SMITH MANUFACTURING COMPANY SERIES 8000. 2) EXTERIOR INSTALLATION MUST BE CONCRETE OR CAST IRON. STEEL GREASE TRAPS SHALL ONLY BE INSTALLED INSIDE A BUILDING. /-FRAME AND COVER (SEE MANHOLE CASTING TABLE FOR DETAILS) (TYPICAL) 24" RCP RISER CORE DRILLED OPENING WITH RESILIENT CONNECTOR OR CAST IN PLACE A -LOC OR HSE APPROVED EQUAL. (TYPICAL ALL PIPE PENETRATIONS) -I:Ixw- EFFLUENT NO CORE WILL BE PERMITTED WITHIN 6" OF INTERNAL OR EXTERNAL JOINTS. 6 REINFORCED CONCRETE •. �� �/ * DISTANCE MAY BE INCREASED X BASED ON THE CONSTITUENTS " .. OF THE WASTE WATER FLOWS. 20 /��� CONSULT HSE PRIOR TO SHOP • /�` // DRAWING SUBMITTAL. •;• /���/ �Ic �c MINIMUM LIQUID DEPTH MAY BE REDUCED ON A CASE-BY-CASE BASIS AS APPROVED BY HSE. 6 MINIMUM CRUSHED #8 STONE MAT FOR LEVELING AND SUPPORT UU ISIUL UTAMLILK t -1 I-VK t'Kt-•I:AJI NOTE: 1) GREASE TRAPS MUST BE SIZED ACCORDING TO THE INDIANA STATE BOARD OF HEALTH BULLETIN S.E. 13, "ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENT ". SECTION 501 - "GREASE TRAPS" AND PER LOCAL REQUIREMENTS OR CODES. THE SIZING METHOD FOR ALL STRUCTURES MUST BE APPROVED BY HSE. 2) SHOP DRAWINGS MUST BE SUBMITTED TO HSE FOR REVIEW AND APPROVAL. EXTERIOR GREASE TRAP DETAIL NO SCALE SCALE: 3/4" =1' -0' OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1 IT & 11 1/4' BENDS. PLAN, STRAP IRON ANCHORS 2" WIDE x 1/2" THICK - 3/4"x18' .� ANCHOR BOLTS (4 REO'D) . :i 5" DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF CLASS "B" CONCRETE DOWNWARD- BEND Ste OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' 45' BENDS. .ELAN 4r MIN. •?-11 z ate O : OUTSIDE FACE AREA AS NOTED IN TABLE. sEC is O c BRANCH PIPE- PLUG = . • - •_ OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. , Of 4" / 1::77_ -- 2 II SECTION D —D» N OTE: ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS &BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SQ. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SQ. FT.) PLUG 90' BEND 45' BEND 22 1/2- 11 1/4' 20" 16 25 14 7 4 20" OR 16" 150 PSI 12 7 16" 12 16 9 5 3 10 6 12° 7 9 5 3 2 87 5 10' 4 7 4 2 1 12� OR ASS 72" 7 8' 3 5 3 2 1 ion 6- 24' 4 6" 2 3 2 1 1 6" 2 4' 2 3 2 1 1 4„ 2 DETAIL — CONCRETE BLOCKING NO SCALE #2 STONE AS REQUIRED BY HSE FOR UNSTABLE SOIL CONDITIONS - DEPTH TO STABLE GROUND PER HSE. PAVEN PLACE 1/2' I EXTRUDABLE GASKET MATE KEYWAY (SEE 30 1/2' DIA, 1/4' V 34' or 36' 1/4' PRECAST CONCRETE x x ADJUSTING RING Or x' x ' ` x FLANGE OF CASTING, x ' ' • x x x X •x • x �. x x �.. • x � • x Ch RISER RING THICKNESS OUTSIDE DIA - 12' V4' A, / 1/4' NOMINAL 1/2' BUTYL RUBBER 30 1/8'' DIA. 1. BEDDING, HAUNCHING, AND INITIAL BACKFILL BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATERMAINS, WATER SERVICE LATERALS, SANITARY LATERIALS AND MAINS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION, 2. FINAL BACKFILL —_jj (I FINAL BACKFILL FOR WATERMAINS, WATER SERVICE LATERALS SANITARY LATERIALS AND = CL MATERS (ASTM D-2321— MAINS UNDER AND WITHIN 5' OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE _I 74, SEC. 6.1.1) 4 STONE COMP. IN ACCORDANCE WITH ASTM D- BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL -BE COMPACTED 2321 -74 SEC. 9.1.1 IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE ! PER ASTM D -2321 -74 DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6' OF THE EXCAVATION BELOW = THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE No, 53 STONE MEETING_ THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOY LESS THAN = = - - • `• • - = 95% STANDARD PROCTOR DENSITY IF THE STANDARD PRACTICE [IF THE UTILITY T14AT HAS _ � =•: = �-= -111 JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, -:I I I 1 III THE MORE STRINGENT REQUIREMENT SH I ALL GOVERN, WORK SUFFICIENT MATERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. 3, E CITY, FOR INSTALLATION OF STORM MAINS, WATERMAINS, WATER SERVICE LATERALS, SANITARY LATERIALS AND MAINS UNDER CITY STREETS, : REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM . COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS PICAL BE.DDING SECTION AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0`, IF THE STANDARD PRACTICE FOR PVC SEWER ERAL Ty OF T E TI TTY T T LAT BASE EXTRUDABLE PREFORMED 4,5' H U L HA HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT GASKET MATERIAL (TYPICAL) COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN, --- SEE SPECS. ; ADJUSTING RING in Top Sol Lo3' Y A t an ' ° Poln . CD "ti, n a . 0 T' 0 S- i. • },y ? Backfl s 4 6'F . 4 i � � F � J '• :z- Compacted Subgrade 3' or Aggregate Base 24' Minimum Notest Integral Curb With Concrete Pavement Shall Be Similar Shape, Cure All Exposed Spaces, Dampen Subgrade Before Placing Concrete. Standard Plan 10 -10 ROLL CONCRETE CURB DETAIL PLAN AND LAID PAVED BLOCKS N 1 OF LEVELING SAND, WEPT IN JOINTS & COMPACTED ANSION JOINTS ® f 20' O.C. CONCRETE 3000 PSI 6" 1/2"r „ 2 "r 2 OF HAND LAID PAVER & SAND JOINT 1" OF LEVELING SAND, SWEPT IN JOINTS & COMPACTED PAVEMENT «. �.. -.. •at ���,jr�- th�•�rv� ��Edy>� t 4 r�7'. -'c�'i . +.-.. f..// 'i f .0 -' ...ter �;,� : f�•-.�,_ f�- ..•, - „� __ �r _ -� e: n - , �,�;�•�� : - .. /;�,'� - �.���•� f�`�- -;', .,;:�a 2” CHOCK LAYER #73 DUSTY ;!'r:, \.' 1/ ` rl /_r�.` _ ti: �� !t =•�'. _ ; �' ':;:���..•�.: .t. �,';� -•'.N. ~\,r OVER °�- ,BACKFILL,. %. 4" MIN. GRANULAR FILL _.. -e.' GRANULAR r ��- �' :` -•' � /-.= f�.;;- • �� "�'' , /�: BACKFILL 9„ CONC. CURB EXPANSION JOINTS 0 20' O.C. 12" MIN. ELEVATION �- °w STRAIGHT- CONCRETE CURB /PAVER WALK DETAIL PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From 1/4 Of Bend Top Soil ti Based On 150 PSI Test Pressure Degree Of Bend 6„ 8, 10» 12„ 14„ 16 18 20, 24„ 30 » 90', Tees & Plugs BASE EXTRUDABLE PREFORMED 4,5' H U L HA HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT GASKET MATERIAL (TYPICAL) COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN, --- SEE SPECS. ; ADJUSTING RING in Top Sol Lo3' Y A t an ' ° Poln . CD "ti, n a . 0 T' 0 S- i. • },y ? Backfl s 4 6'F . 4 i � � F � J '• :z- Compacted Subgrade 3' or Aggregate Base 24' Minimum Notest Integral Curb With Concrete Pavement Shall Be Similar Shape, Cure All Exposed Spaces, Dampen Subgrade Before Placing Concrete. Standard Plan 10 -10 ROLL CONCRETE CURB DETAIL PLAN AND LAID PAVED BLOCKS N 1 OF LEVELING SAND, WEPT IN JOINTS & COMPACTED ANSION JOINTS ® f 20' O.C. CONCRETE 3000 PSI 6" 1/2"r „ 2 "r 2 OF HAND LAID PAVER & SAND JOINT 1" OF LEVELING SAND, SWEPT IN JOINTS & COMPACTED PAVEMENT «. �.. -.. •at ���,jr�- th�•�rv� ��Edy>� t 4 r�7'. -'c�'i . +.-.. f..// 'i f .0 -' ...ter �;,� : f�•-.�,_ f�- ..•, - „� __ �r _ -� e: n - , �,�;�•�� : - .. /;�,'� - �.���•� f�`�- -;', .,;:�a 2” CHOCK LAYER #73 DUSTY ;!'r:, \.' 1/ ` rl /_r�.` _ ti: �� !t =•�'. _ ; �' ':;:���..•�.: .t. �,';� -•'.N. ~\,r OVER °�- ,BACKFILL,. %. 4" MIN. GRANULAR FILL _.. -e.' GRANULAR r ��- �' :` -•' � /-.= f�.;;- • �� "�'' , /�: BACKFILL 9„ CONC. CURB EXPANSION JOINTS 0 20' O.C. 12" MIN. ELEVATION �- °w STRAIGHT- CONCRETE CURB /PAVER WALK DETAIL PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From 1/4 Of Bend Top Soil ti Based On 150 PSI Test Pressure Degree Of Bend 6„ 8, 10» 12„ 14„ 16 18 20, 24„ 30 » 90', Tees & Plugs 27 35 42 50 58 65 73 80 959' 115 45' 7' 9 11 ' 13' 15' 17' 19' 21' 24' 29' 22-1/2* 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4 2' 2' - 3' __ 3' I 4' I 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. R/Y 6' HOUSE LATERAL 451 BEND SERVICE WY 6' HOUSE LATERAL `-- 451 BEND BEDDING MATERIAL (SEE BEDDING DETAIL) -MAIN SEWER LINE PLAN R/W t �1 NO SCALE ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A,B, &C. (SPECIFICATION ASTM -12) R/V CONNECT TO EXISTING SERVICE, DR CAP PLUG FAR FUTURE CONNECTION. 1' GI. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SECTION 7,2 -C 301 - 451 (UNLESS OTHERWISE DIRECTED) NOTESt 1, NORMAL LATERAL SLOPE IS 1/4' PER FOQT, MINIMUM LATERAL SLOPE IS 1/8' PER FOOT. 2. MINIMUM COVER IS 4 FEET OVER PIPE. 1 OR 2 - 451 BENDS BEDDING MATERIAL (SEE BEDDING DETAIL) 6' HOUSE LATERAL J�F rVYEZ 6' HOUSE LATERAL UNDISTURBED SQL MAIN SEWER LINE NOTE: ALL STRIPES TO BE 4" PAINTED WHITE ENLARGED HANDICAP' PARKING SYMBOL DETAIL NO SCALE } - Y. t .91 1 .1 0- a a SLOPE HANDICAPPED PARKING SPACE DETAIL NO SCALE COPING, 0,05 ALUMINUM W/ 20 YEAR KYNAF HICKMAN OR EQUAL A OPENING CAST TO MATCH CASTING, 24' DIA. TYPICAL. .. 6' V a Box VID Q �t NOTES L MMMUM CONCRETE COMPRESSIVE STRENGTH 4000 PSI @ 28 DAYS 2. CAST PIPE OPENING AS REQUIRED WX HOLE = PIPE O.D. + 41) 3. STRUCTURE STEPS REQUIRED FOR GREATER THAN 4-FEET DEPTH FROM TC TO INVERT. FIRST STEP AT 36- INCHES BELOV TOP OF CASTING. STEPS TO BE 16- INCHES ON CENTER. CENTER STEPS VITH TOP OPENING. PEA CUMM = IiLU Storm Structure Box Sizes PIPE SIZE RECOMMENDED DEPTH REQUIREMENTS (INCHES) STRUCTURE SIZE 12 2' X 2' UP TO 4 -FT >4' USE 3' X 3' BOX 15 2' X 2' UP TO 4 -FT >4' USE 3' X 3' BOX 18 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 21 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 24 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 27 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE 30 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE 36 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE NOTEt CURB INLETS UP TO 4 -FEET IN DEPTH AND 12 TO 15 -INCH PIPE ARE TO HAVE A 30 -INCH BOX PRECAST CONCRETE BOX INLET ����� �. • S KOQ rep- Tf & r - �r g or so 410100 880573 .o =: STATE OF := 1• doolt ��� �O � � tip �' ter' �,. D L1 `X *1/i ss�0 1 3/14/06 r MIS PLACE EXPANSION JOINT AT BACK " J OF CURB LINE OR AT SIDEWALK DESIRABLE RAMP SLOPE 1 /ft. � 3 C MAXIMUM 1 1 /2" /ft._ LINE PLAN VIEW PAVEMENT RAMP SIDEWALK r • - i SECTION A -A WIDTH OF RAMP CONTRACTION JOINT (TYP.) SECTION C -C SECTION B -B SIDEWALK RAMP FOR HANDICAPPED 8' Split Face Block Wall Facing Material 2" x 2" x 5/16 Treated Wood Welded Steel Face of Building Tube Frame 1/4.!* Plate Welded 72re 725f To Top Of Pipe 6' T at ._e 6" Dia, Sch, 40 Steel Pipe t 1" Diu. 'L" Shaped Steel Hinge Pins Weld To Pipe j 6' Vertical ' 3" Horizontal a 6' Pipe Sleeve Hinge, Weld To Gate Frame l Concrete t Pavement FootbOlt 1/2" Dia. x 4" Welded Stud Anchors Typical LLLr---�.,2' Dia. Cmicr-ete Footing FRONT ELEVATION DUMPSTER ENCLOSER DETAIL ELEVATION 2X6 CONT. PLATE SERVICE CONNECTION FOR SHALLOW SEWERS (Less Than 15' Deep) Top Soil ti CONCRETE CURB OR CURB & GUTTER T TOP OF BLOCK CLASS "A» ' 108 00' f' . i f' I I.P. TM _. 3 W WHEN CONSTRUCTED WITH AIR - ENTRAINED Earth," ¢ k , h� vy ` n E Pavement EXISTING PAVEMENT, REPLACE CONCRETE 6 4 "r EX. GROUND OR COMPACTED BACKFILLED SOIL 8 8" STANDARD FACE } ' M MINIMUM STANDARD / ( (TOP 3" TO B BE TOP SOIL) (TOP COURSE eJ o i9 t t"4 Cj" i` Y;. ;7 r _ ONLY) r P r�-t , : _ O - = `/. INSTALLATION RE UIRED, - ,!•.. {: R . .r rtpe � �i .s ' ' `� 5 � ` - .:. ; ; I # A #4 BARS ® 24 O.C. .: �, y ; s s - M MAN ' ..P . ' ALL CURBED AREA ALONG THE G GROUT CORES FULL ,•': , a f 17 a C.• i , `` f fr 1f / -` .• `;,;_ ��.; ' ' ={ , N O OUTTER EDGE OF PARKING LOT. _ �� G GRANULAR ;1 +�' U UNDER ALL "PAVERS" AREA 8" SPLIT FACE BLOCK (WIDE ENOUGH I :;.f_fr.-f-= B BEHIND . t' C MECHANICAL : PIPE MATERIAL PER I,N. D.O.T. . _ �'1 < <M4�, �F 8 WASHED S 9 � S WASHED G GGREGATE C CONC. CURB FROM RIGHT—OF—WAY TO 6 6 CONCRETE SLAB W/ ° r r M AGGREGATE » BACKFILL EXPANSION C CONCRETE TAPERS TO ROLL CURB F FIBERMESH ON 6» COMP. op ( JOINTS @ G GRAND Z „ 4 4 „ E IF SIDEWALK IS PLACED BEHIND CURB, SEPARATE WITH BOND B BREAKER, MINIMUM 15# EXTENT OF CONC. SLAB) w MIN ( (MIN) R ROOFING PAPER, _ F CURE ALL EXPOSED SURFACES INCLUDING SIDES WHEN FORMS A ARE REMOVED. FLOOR ELEVATION NOTE: F FOR SLIP FORM CONSTRUCTION, FACES MAY BE BATTERED, PIPE SHALL CONFORM TO REQUIREMENTS 4 STRA.' T CONCRETE CURB WITH UNDERDRAIN 45 BAR TOP AND BOT, INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT INHERE REQUIRED BY THE ENGINEER. . . BOTTOM OF FOOTING =97.33' PIPE UNDERDRAIN IN R R/W C CLASS "A" CONC. S SIDEWALK c Stand W c- ��h� OPENING CAST TO MATCH CASTING, 24' DIA. TYPICAL. .. 6' V a Box VID Q �t NOTES L MMMUM CONCRETE COMPRESSIVE STRENGTH 4000 PSI @ 28 DAYS 2. CAST PIPE OPENING AS REQUIRED WX HOLE = PIPE O.D. + 41) 3. STRUCTURE STEPS REQUIRED FOR GREATER THAN 4-FEET DEPTH FROM TC TO INVERT. FIRST STEP AT 36- INCHES BELOV TOP OF CASTING. STEPS TO BE 16- INCHES ON CENTER. CENTER STEPS VITH TOP OPENING. PEA CUMM = IiLU Storm Structure Box Sizes PIPE SIZE RECOMMENDED DEPTH REQUIREMENTS (INCHES) STRUCTURE SIZE 12 2' X 2' UP TO 4 -FT >4' USE 3' X 3' BOX 15 2' X 2' UP TO 4 -FT >4' USE 3' X 3' BOX 18 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 21 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 24 3' X 3' & TOP SLAB UP TO 8 -FT >8' USE 48 -IN DIA MANHOLE 27 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE 30 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE 36 4' X 4' & TOP SLAB UP TO 8 -FT >8' USE 60 -IN DIA MANHOLE NOTEt CURB INLETS UP TO 4 -FEET IN DEPTH AND 12 TO 15 -INCH PIPE ARE TO HAVE A 30 -INCH BOX PRECAST CONCRETE BOX INLET ����� �. • S KOQ rep- Tf & r - �r g or so 410100 880573 .o =: STATE OF := 1• doolt ��� �O � � tip �' ter' �,. D L1 `X *1/i ss�0 1 3/14/06 r MIS PLACE EXPANSION JOINT AT BACK " J OF CURB LINE OR AT SIDEWALK DESIRABLE RAMP SLOPE 1 /ft. � 3 C MAXIMUM 1 1 /2" /ft._ LINE PLAN VIEW PAVEMENT RAMP SIDEWALK r • - i SECTION A -A WIDTH OF RAMP CONTRACTION JOINT (TYP.) SECTION C -C SECTION B -B SIDEWALK RAMP FOR HANDICAPPED 8' Split Face Block Wall Facing Material 2" x 2" x 5/16 Treated Wood Welded Steel Face of Building Tube Frame 1/4.!* Plate Welded 72re 725f To Top Of Pipe 6' T at ._e 6" Dia, Sch, 40 Steel Pipe t 1" Diu. 'L" Shaped Steel Hinge Pins Weld To Pipe j 6' Vertical ' 3" Horizontal a 6' Pipe Sleeve Hinge, Weld To Gate Frame l Concrete t Pavement FootbOlt 1/2" Dia. x 4" Welded Stud Anchors Typical LLLr---�.,2' Dia. Cmicr-ete Footing FRONT ELEVATION DUMPSTER ENCLOSER DETAIL 1`AL(`;0N ENG1. NEE-RING--, INC. STORM DRAIN FLOW TABULATION FORM - RATIONAL 14ETHOD PROJECT NAME PEARSON FORD MASTER PLAN PROJECT No.� 201.0 :COMPUTED GY: MFH W f BY: STORM FREOUENCY DESIGN YEAR 10 AES I I I v E s I c LOCATION INLET AREA ACRES COEF. SUM CA TIME CONC. (min) M o. d oftl"" INTO .. .. ", v F. ORR I CtA PIPE (MI4 n 0 1 "Im" 10 lb longth T 1) 0 r4ax Q., . . - ... ... : full V... . . . .­ . . .. .. . . : foill MANHOLE b 6,ou i1110 dtain total si z 6 I . . I . I . . . . f'57 0, 0 1 �14 ol. INV out INV in 9 4 1 1 4 4 01 4 0.31 . . I . . . I. 9 62,611 1 .91 0.58 . I . . . . . . I . . . I . . . . . . . . . . . I ... . . . . . . . . . . I . . ..... 892 .4 5 4 3 .54 ..... I. ...... I .................... ....... 0,31 52.09 -,86 65.55 1.91 0 8 1171 0.01 1 0,47 81 0. 3. 9 44, '2 -)%n uA 233 AI . I . . . . I . . I . I . . 22 0,11 . . . . . . . . . I . . . . 0.09 I . . . 400 . . . I I . I I 5.00 6.98 0.61 I . I I. . . . . . . . . I . . . . I I . . I . . . . . . I I . . . . . . . . I I . 4 . . . . I . . T. C 89 .0 0 0411 0.09 5,00 1.75 6.75 6.93 0.6 1 4 ...... ...... ..... ... 0.02 0.77 U I 1. -0 .,. 11 2.22 2.82 8q4 00 893.13 Wool MO i 0who o6aqaM -Mai Ora- 1. am-W.- _401 I. . I . I . . . . . . . . . . . I . . . I f t I "4'V-!- . I . . . . . . . . . . . . . . I I . 21 0.06 3 0. o!) 5.00 5.00 6.90 0.34 T.C.= 096-95 ............ ....... ...... 21 20 ............ 0.05 5.00 .15 8.15 6.98 0,34 0.01 0.43 I. . . ... I I I . . I .82 893-95 893,68 20 0-08 D.83 O.OB I . . . . I . I . I . . . . I I . I I . . . I . 5.00 TOO, -C 6.00 6.98 0.45 .:-0,: . . . . . . . . 11 4 . . . I I . . . . ONO T.C. a C4' r Q 20 19 ' - .. - * 0414 "1 1 1 It 91 t t t Didibidiftkilbid U.] I 1.36 9.51 5.94 0.67 0 .8 70 0 t0.0-83 3 2. j 2.82 #REF1 4.2 #REF1 rQ19u uu - - - - - - - - - - - - - - - ----- ---- cl. 11 113 3 0.11 5. 0 5.0;p b 98 .74 ............... ........... T. C.= v . . 4 1 . I . . Af 4 1 1 + 0 0 1 1 4 4 4 Gq `0 ......... ........... 0-37 .......................... U.31 9 -z4w 2 0.20 2.1 2��' .32 2.22 2.82 #REF1 #RER 0 ........ 0.03 5.00 3.56 A I . . I . . . . I . . . . . I . . . . . . . . . I . . . I . . . . . I . I . . . I I . I I . . . ........ I . I I . . . . ........... T. C.- 5 2 ............ 1 qk_ .......... .............. . . I I . . I k"WM 5 3 17 ............ 0,57 4, 8 G u.03 5.00 1.66 19 89, 8. 98 0.211 4-7 G 2.22 0.00 O.r' 2 2.82 893.00 892.91 4 1 1 0 1 4 4 1 . v + I I 17 0.015 0.04 . I. . . I I I I . I . . . A I A 0 4 P I El. U U 6.98 0.29 T.C.= 8 6 0 0 1 AI . ... . . . I. . I I . ........ .5-00 T.0 04, G .62 , 1T u.uu . . . . I . . - I , - I I I . . . . . I . . I . . . . . . . . I . - I . . . . - - , I l I � . I I . I . . 0.07 C-1.66 0.20 6.87 6.39 0.0 3 7 0. to 1 Jill 0.33 2.22 2.82 8 9 1") �1 1 ........ I U 0.00 A 4 1 '".00 00 6 M on P1 A 4 4 4 0 1 0 1 0.00 T.C.= 8 -16 0.09 A0.07 6.0"1" �.29 10.16 6 0.45 2 0.01 0.50 14 3; .29 45 . . . I . . . . . . . . I I I . . . . . . .............. n. o o .......... ... ..... 4 ... 9 D mom" 0.00 of%M"j" I obboso 5,00 r 5.00 6.98 0.00 . . . . . I . I . . . . ... . I . . . .......... 0 1.. 1 0 T. c.- 2 6 7 1 4 1 ? . . I . I . I I . 10. 2.22 2.8.C- -1 1 j92.1 L 7 0.47 ........... 0.38 10.16 0.02 5.44 2.05 0.28 2.61 9 P.- ..- - 0 141-11010110- lip@ 100 ................ 14 0, 8, D 0.10 5.00 ......... 5.00 6.98 0.72 ............ I . I I . I I. . . . . --- I -I-- - ____ 4. � I ............. .................... owe TOO C., 0 14 .......... .......... ;. 0.13 ........ 4 13. ............... 0.10 500 1.23 6 3 I- 6.98 - 7 U. Ao 0.03 0.91 0 2,22 2. 94.5 0 8 9. 4,2 8 4, 0 .4 9 .4 8 6.00 11.13 0-10 2 2 6.��u 0.71 . I . . . . ... . . I . . . . T.C.- 0 ...... 113. 10 0.26 0.21 6.23 1.34 7.58 6.53 1,34 0.12 1 .7 2.82 894.2B 893,82 I . I . . . . I . . . I . 0.00 12 0 T. 0 0.10 A 4 4 . . . . . . 0 0 . I . I . . . I . . ... zr)�.on_ 6.90 0.72 ... . . . I . . I . . T.C.= 09".6 12 11 4 1 1 1 id ......... 0.10 1 0.10 6.98 0 7 0.03 0,91 ? 92 894.50 ON 894 j 8- 8. 7 ei 88 Out 5 1 7: U. 0.7 0.22 '00 :10 6.9 8 1 . I . I . . . . . . . . . I . . . AI1 LH T C 6.53 f UAD I I I I . 4 u 0 Ili 5 , 14. 6, OM 4,.15 0.37 888,51 .......... . . I . ... ... . . . 11 10 A0.19 ... . I . . . I . . . I . . 7 0.16 G 10 0.28 6,38 t) 8 1.03 0.07 1.31 `J2 3'�-3 2.22 2.82 894.30 R_ 94.2 3 ................. 7.0,1 10 106 E, .9 .0.83 0.05 10-12 .00 9 5.00 6.98 0.37 . ... . I . . I . I . . . . . . . I . . . . 1 4 ... ....... T.0 0 0 34 0 .2 6 0.16 6 .. ........ . ... I . I ... . I . I I I . . . . . . . . I I . . . . I . . . . . . . I . 4 i I I . . I . I . . . I . I I . I . . . . . . . I . I . . . I I I I . . . . . I . . . . . . I . . I T-C 18 9 0 3 :34 33. 7.'7j7 it1.0 u.52 I o. 0.41 7.56 0.64 A- .22 6.11 2 -3 5 2.06 II'm oueo e, 93, f U 0, 0.10 9 0.09 0-62 Popp" 0.0 I A .12 TX 15.24 0.28 A: 1 4 1 1 1 1 . I TOO c.- 6 -19 1. 1 6 qu 1131 0.60 0.47 ,..,2 0.26 11.3 5.24 4.45 15 2 2.00 31 15D 2. ub 09 093.70 6, 9 as o rj- a U u ............. 17 0,06 ... ..... 0 o 5.00 6.98 0.42 ...... ......... . . . . . . . . . . . . . . I . . . . . . . I I I I I I . I . . . . . . . '#.. ,,, .." . . . . F.* , , .. , . .. I , ." , F. . , - .*." . . + ............. ................ ............. ............... T. c.- 33.08 4,7 888. 27 An loll' M ............ r12 '111 11.37 0 -M 11.46 15.18 2.74 0. 115 2.23 12 0, 2 3.50 8 9 1 0 893,67 . . I . I . . . . . 7 111110M 51M. N4 1, 0 U I, - - 0 RM $'Ift It .1 0-00 %Q41 If WIN 04 If 9W~ .11. 1.- 5.00 � v.uo W49411,Mtho 6.98 *cap 0.00 0 4 t 4 1. 4 T.Co= 01 '16. 7 1.15 0.91 11. 0 . 7 1 `J 94 6 4.60 0.45 3.01 -1 7 4.95 7 09 r).7 9 A 4 26 C1 I. . . I . . . I I .. 0,or . . . . . . . . . . . . . . t7 0 u 6. I I . . . . . . . I I . I . I I . . I I 6 # 0 4 V A , I ........ 26 25 .............. .......... ........... ....... 0.UH_ 5.00 1.70 6,70 6.98 0.57 ? 74 892.00 0.7? 0. 2.22 .82 2 89 1 .7 5 V I A.... 25 k.-e 41. A . - 0.0 . ...... 5. 0 ....... 5,00 6.90 0 .48 4 . I . . . . I I ... A I h I I I T. C." Cj 24 0.21 raw" (1.97 0.15 6.70 1.41 11 6,30 0.96 0.06 1 1,23 `04 0 2. 2 2 2-,Br' 091.75 091.41 0, (17 0 LIU .00 UO. 5.00 -io rip -PV-Ioq T-C 24 0,28 . . . . . . I . . I . D u . 2 U 0 0 5.00 6.90 1,41 I I I I I . I I . . I . . I . . . sce Ok T 24 . . . . . . . . . I . . . . . . . . . ........... 23 ....... 0.4 ........ 0 8, 0.84 35 5,9 2.1 1 0.30 )l6B 0 2.22 2. uc2 139 1 MOWN ----------- I. . I I I I I . . . I . . . . , . , . , , . , . , . . I , . ' 4 ' I ' 4 1 . " - I I . I . . . I I . I . I . . . I . . . I I I . . 'a 27 0 0.18 6.98 1.27 1 . I I . . . ... . I . . . I I 4 1 1 I I I . ....... ........ .00 .0 27 2.3 0. 0 T. C.= 0.7 b- 6, 8 0.11 1,62 2.22 0j 2 8 Iq 1 15.00 .71 rriv4v�.qo 0. 8 7 .00 .75 7.34 23 0.14 124 0. 03 10 9 4.3 R_ 6.00 5.00 6.90 0. .............. .......... ............ 182 0.30 T, C Ot 4 7 3 22 0 4 -1.16 2 6 04 0.57 8 0.6 9.60 2,6 4.02 3.27 0 9 1 0 .3 0. 0 _1110N 0 001001111000 0 - -loom -wol, -o"'I M I Oill"@[ go" IN Now . . . . . . . . . I . . I A 0 1 1 4 1 A I I I I 6 0 17 el 0 0.16 26 26 3.36 0 5 T.C. 9 3, 0 4 ....... .......... ................ . 2 .19 3,36 4_' .6 G 9100 I Ill. I A... P 1. 14 1... 5 ............ 2.1 26.14 U.Ob 6 0,23 3.10 6, i 6 6,9 loom I U . . . . . . . 0 .11 .00 0 0 6.98 0.76 TOO C.= uu . I. . I I . . . . . . . . . . . . . . . I . . . . . . 1 4 1 It , - . . I I " ............. 4, U 0.11 49 0.13 5'00 1.20 6.20 6.98 0.76 2 0.04 0,97 70 0., 3.30 892.57 092.06 .............. ------- .......... . . I . I . 0 14.4 1 . . . I I . . 6.90 49 8 0.25 500 5.00 1.75 T,C. . . . . . . . . . . . . . . . . . . . . . . . . . . 4 42 0.40 ---- -- 0-36 - � U, 0, N 0.44 6.64 6.4 2.3 . I . . I . I 1 .37 2.9 7 6.1 2.7 8 1.24 0 ".06 -91,66 7.66 . . . . . . . . I . I . . 48 01 lTOO 6.00 6.06 19, 0.32 1­0 6.26 Ei, 1 n- 5.0 U 990. 17 1 4 1 . . I . I . . I . ............ . . . . . . . . . . . I . . . I I . . . I . . . I . . . . . . . . I . . . . I . . . I I . C 48 43 6 0 0 6 01 0.28 . . . . . . I I I I . 0.92 0 14 4 n.. 4 -2 0,44 2.68 3, 2 6 991.51 90 1 - .0 LIAO jrj ........... .... ..... . 68 6 T_ ONO" 0 R_ 4 . . I . . . . . . . . 0 04 ,U '00 1.1-13 6.19 6.98 0.28 .10 M 0-111101i 4 7 017 .......... 0.1 U 0 04 111OW A A 4 NO itX?0.1ft 1.6. NAM Vol MOV4 1 0 4 1 1 T C T. 6.7 6v U.0 f ...... 0 .06 6.19 ll,.78 3 9 .197 Q- 6,65 0 3 0. 0 1 0.42 9 0,49 3.11 89.67 8 9 2.�'9 0 9- 47 46 0 0 500 0,45. . I I . I . . .0 7 6' 7 3.08 9 2. 4 0 ........ 46 0. *10 . . . . . . . . . . 1913 13.09 1 4 A I I . . . . I . . I I I . . . 5,01) h_' 0-6u 0.17 . . . I . . I I . . C.- 0 �97 .............. .............. '".49 0.63 -- ------ 0,40 2.44 3.11 ........... 8 9 1 . . . . A. I . . I . . . 65 . I .. . . I . . . I U -b'j I u ...... .. ................... ------- 5 0 0 40. 45 ........... ................ ...... 0.27 94. 0.' 1 5.16 WON"--- 0.19 6.35 6.92 1 '66 t) .8 8 1.61 43 ............ . 0,09 1 .46 121 1.60 4.29 8 9 2, oq. 2 89210 I . . . . . . . . I I I I 46 o.0 1 - - - - - - - - - - 190 0.06 6.90 1,67 00 ......... ""n" Vol - - - - - - 00 6.90 0.41 .... ....... I . . . . I . I I . I . ... ........... .. . . I . . . . . . I . . I I . Toc.- x 4 1 1 v ........... ............ 46. 44 0,41 0. 3 3- % 0.30 5.35 0.43 5.70 6.86 t.05 003 1 16 9-;. U 5.08 .87 q 8,.1.97 891.91 1 4 4 q 9 v v I 5 -00 44 0.,.-6 . . . . . . . . . I 0.9 0 .2 I . . . . . . . . . . . . . 5'U Ll I . . . . I . . . . 5.00 6.98 1 r.13 II4 1 "1 104 v #,.,p I I , . . op V'O" 0 1 . I . . . . . . . . . . . I . . . . . I . . . . I . I . . . . . . . . . . . . . . . . I . . . I . . . . 11-91 0.07 44 4.3 .......... . I . . I . . . 0, .9 ............... I . . . . . I I . . . . . . . . . . . . . . . . . . . I . . ............ 0.53 .5.78 0.23 6.02 6.69 3.56 .6 ' 0,10 2.02 2 0,45 7.R_ 3 4.32 8 9 1 .7 801.66 43 0,00 0.00 . . I . I . . . . I I . . . 15 0 0 I . . I I . I . I I 6.00 6.98 0.0 I . . I . . I . . I I . . I . . . . I . . . I . I . . .p k 4 V�q k 0 4 #.4 I . . . . . . ... T.C. 43 42' ....... * . . . . . . . . . . 0.96 . . . . . . . . . . . . . . . . . . . I I . . . . 0. 8 6.02 0.21 4L 6. 6.64 89 .3?,, 0.25 3.1 4 0 u u 3.53 891.66 091.64 . . . . . . 1 t 0, 14 11,63 0.13 AI... 5.00 6.98 0.91 I I J I I I I . . . . . . . . I I I . . . . I . A. . . . . . . . . . T.0 A42 .00 o,uu . I . . . I . . . . . . . . . . I 5.00 42 41 ----------- 1.50 1.34 6.64 0.21 6.85 8.40 8.58 0,57 4.86 1141 6, 8.81 .99 89 1.54 89 1 18 . I . I . . I ------- 41 UA %",IS o. 4 5.00 0 0 6,98 2.38 4 U 4 v . . I A. . . . . . . . . . . . . . I I I I I . . . . . . . . . . . . . . ------- Now TO, C 8-1wi 1.20 41 40 8 0 14 _v I Rt_r T, A T 7 OF -11 . . . . . . . I . . . . . . . . 1 R-8 6.85 0.26 1.11 6.33 10.66 0, 87 5-03 94 10-911 6.11 9 2 L 81 9 1 18 8.90 .31 . . I 1 4 1 1 1 1 . I . . I . . I. I . . I . . . . . . . 40 0-40 . . . . I I A 0 0.34 ....... . . . . . . . . . . . . 15, 0 0 0.02 6.98 .37 .... . . . . I . ... . I . . . . . . . . . . . I P t I . . . . . . . . . I . I . I I . . . I . I . . . . . I . I I.. . . , T,C. _' ' . ' *�' 0 40 -39 3 1 _01111 v - 1-1 7,11 0.36 7.47 6. 6 12.63 A2).02 '14 0,27 4.02 86 0, Fj ftl 18.98 6.04 890.31 29. j t, . I A . . . . . . 39 0 M, I Wiwi- D.80 0.40 . . I . I . . . I I . . . 5.00 4.93 '--'9..7 6 5.00 6.98 2.79 Ill% 1 . . I . 4 1 . . . . ... . I . . . . . I . . . . I . . V 4 . I . I . . . I I T. C. 78 P-. glow" 8 1 2.42 7.47 c 0 7.72 T.Cio pip 14.86 0 4 7 0 0 84 '422-4 1 1 7.13 889, 889.20 I I I PRECAST CONCRETE BOX INLET NO SCALE Oite SKuoe / Mo pp, OW 4110111111P All man ago 880573 on* ftea 0: "Oft Or .00 M STATE OF 'p- 40 CIQ - - lip 1A_W ?6170 F % 01 op ;ie� Nil N 3/14/06 FRO1114T ELEVATION DUMPSTER ENCLOSER DETAIL 57 i1+ oJo 0.13 5 6.9 8 0 . TX 5 . I . I . . . . . . 6,ou 1 u Mish -.90 u 0 9 I . . I . I . . . . f'57 0, 0 1 �14 56, 1 0,44 0 B5. 0.37 6.84 2,17 TX, ............ . ........... ...... .... 0.44 ................... -7 0 7 21 0, 7 6 9,27 5.84 2.17 2 0.,j uA 233 3 5 139 1 .62 89 1.04 ......... ........... .2 u 0.21 .............. ................. ........... .......... TX a 0 54 4 ...... ...... ..... ... P 0.1 ....... U I 1. -0 .,. 11 U-0 U 1 .0 ............. 2,4, 091 AM 0 _0 0 . . . . . . . . I . ... I. . . ... I I I . . I h. .98 . . . . . . . .. . . . . . TOO, -C 54 53, .............. 1.22 .......... ........... ............ 1-14 9 1 2 04 rQ19u uu 0.4 7 ------ t�4 0 ........ 6 -0 3.56 A I . . I . . . . I . . . . . I . . . . . . . . . I . . . I . . . . . I . I . . . I I . I I . . . T.0 5 2 ............ 1 qk_ .......... 10 .29 5 3 8 19 0,57 4, 8 G 1 .6.83 3.86 890.42 19 89, 8. cl 0 0 1 AI . ... . . . I. . I I . I T.0 04, G .62 2M 10.29 0.27 10. t).4 1 12.00 ------ 1.20 7.30 01 8 0 9 o.-o 5 6,9 8 3.48 I I . . . I AILI ........... .4' NAMM 9 5. .29 2 8 0 10-66 0.23 113 7 sq.- .3 6 1 4 2-1 24 0.40 4 4 . . I . . . . . 9 .4 16'.4 4 B 8 .4 7 889. 0 36- 14 0,11 ........... 5 F3 P9 8 0.76 ... .................. ......... .. . . . . . . . . . . . . . . . . . * TX 0 '38. 37 . ............ b-24 10. 7 9 0 11,10 6,30 0 e-9 C1 0,42 4, 0 .4 9 .4 8 6.00 9, 9.20 8 1 0 3 ........... U 0 a .......... 0 ...... 0.98 0.00 ............. ............ T. 0 ............. 4 A -4 U 1 11 5.24 0.41 5..7 2 U43 29.13 E, 9 2-1 8- 8. 7 ei 88 Out 5 1 7: 0.7 0.22 6.9 8 1 . 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Z . 11.29 9.19 1-3-40 A 13.86 4.81 1 44.1 0. o 3. 15 77.78 6-19 11.00 887.75 PRECAST CONCRETE BOX INLET NO SCALE Oite SKuoe / Mo pp, OW 4110111111P All man ago 880573 on* ftea 0: "Oft Or .00 M STATE OF 'p- 40 CIQ - - lip 1A_W ?6170 F % 01 op ;ie� Nil N 3/14/06 FRO1114T ELEVATION DUMPSTER ENCLOSER DETAIL ,mod{ �''"�, _ �*--- .. ----• `,� ' r � 3 5 7 t t € t # r R� fl I .� � _ � � iii. d �, • F f { FIT f i �t t t E f ■ j It _ { t � f ' ■1 � f�� js i� V_ or r i • { � r F �;i ��; i i1 �d s kt t i IN y f; 3 t NOTE: DRAWING IS FOR LANDSCAPING ONLY GRAPHIC IN FEET 1 inch = 100 ft YiP.1�7�1�� KEY COMLION /eoTANIC PLANT NAME SCZE -- _ `rL- -.v Qt ' i CKI ni gqmx 13 AM= Condor' UffLEIZI W` SIM ZDXM L= ME EKM 1' 5 AC Douglao Fir 7' HcI ht 9 PA Acer rubrum 'Affnoi 2 Gallono AR Rcd l!apio a CALIPER MA Malun 'Adirondac' 2.5" Cafi ' .; o 1= t C - - Lmm a Ar ice. Adirondack Crabapple 1.5X ROOTBALL PO Pi=a Offwdka Sorbian Sw= 7' Height Taxua x mziia 'Runyan' Design By AES TLA Ru n Y 2�° rrad Sp Sheet No. C115 Thuja occldentalia 'Tcchrfy' Tip kk zion Arborvitae 5 Height OF Ulmo amoricana 'Frontoie 4 Cali I Frontior Elm P1111110 I i V AA "L SCHEDULE KEY COMMION /E TANIC RANT NAME SIZE -- _ `rL- -.v Qt ' i CKI ni gqmx 13 Chanp out b; d UffLEIZI W` SIM ZDXM L= ME EKM 1' 5 COB SUPPORT W TH 3 (THREE) 10 GAUGE GALVANIZED URES MOSED IN CLEAR POLY TUBING AT Vari= PA Pcnnioctum alopacuroidm 'Harrrin' 2 Gallono Hamcin Dwarf Fountain Crc= EXtS LNG GRADE. RG Rudb=kla fulgida 'Goldlurm' 1 Galion .; o 1= t C - - Lmm a Ar ice. Black Eycd S=an 1.5X ROOTBALL * SOIL BACKFILL TO BE 75% TOIL AND 25% PEAT (W1 PED) PRUNE ACHES AND F E BY 1 /4TH * ALL STAKES AND VIRE TO DE - __ RETAIN NORMAL. PLANT SHAPE. DO NOT REkONED V19HIN 1 YEAR OF CUT EVERGREEN LEADER. PLANTING Z � Clti AND REMOVE BURLAP FROM TO? � oil = 1/3RD OF ROOT BALL _� PLANi1NG BACKFlLL TOPSOIL s SUB-GRADE — IXMMW SUBSOIL OR COMPACTED 64CKFlLL B Tree - Planting D etail LO R SB- L- 1 Scale: N.T.S. PRUNE BRANCHES AND FOLIAGE INTERNALLY 8Y 1/4 RETAINING NORMAL PLANT Sl1APE NEVER CUT OUT PLACE ROOT RARE SLIGHTLY HIGHER THAN EVER(ifiEEM LEADER, FINISHED GRADE. MOUND MULCH HEAVILY OVER FLARE. INSfALI. FERTILIZER TABLETS CUT MD RERlONE BURLAP d a OR SPIKES 3" TO 4" Ba0`f/ SOIL FROM TOP 1 /3RD OF BALl. 3" MIN. MULCH IN ALL All. ROO�tEALLS REMOVED Q -.�' PLANTING ADS MD FRORt CONTAINERS SHALL SAUCERS. BE SCARIFIED PRIOR TO EARTH S PLANTING. SAUCER 5' MIN, X .NOTE.- � � �– PLANTING BAq(F1LL TOPSOIL s � TOPSOIL AND 25% PEAT (TAMPED) DOSi1NG SUBSOIL OR �,1PAC1ID BACKFILL Shrub Planting Detail MINIMUM 2X ROOTBALL L -1 Scale: N.T.S. Aquatic Pkmt Uaterid tilw on OATS 9:= R =_r= F= -- _ `rL- -.v Qt ' i CKI ni gqmx 13 FOR ALL TREES 2.5" CAUPER AND LARGER UffLEIZI W` SIM ZDXM L= ME EKM 1' 5 Landscape Plan Pearson Ford Master Plan Township Hilton County Indiana SUPPORT W TH 3 (THREE) 10 GAUGE GALVANIZED URES MOSED IN CLEAR POLY TUBING AT PLACE ROOT FLARE' FIGURE 5 -3 TRUNK AND SECURE TO 3 (THREE) 2 "x2'02" SLIGHTLY HIGHER THAN VERTICALLY QED HARDWOOD STAKES AT GRADE. EXtS LNG GRADE. WRAP ENTIRE TRUNK TO F1MHT OF SECOND - SM To I Iffi I - .; o 1= t C - - Lmm a Ar ice. 0 BRANDi. TIE EVERY 6 1.5X ROOTBALL �-� Y MIN. MULCHED SAAR. DIAM. ALL AROUND TOPSOIL Design By AES Drawn By. um /T:FINISH GR Z � Clti AND REMOVE BURLAP FROM TO? � oil = 1/3RD OF ROOT BALL _� PLANi1NG BACKFlLL TOPSOIL s SUB-GRADE — IXMMW SUBSOIL OR COMPACTED 64CKFlLL B Tree - Planting D etail LO R SB- L- 1 Scale: N.T.S. PRUNE BRANCHES AND FOLIAGE INTERNALLY 8Y 1/4 RETAINING NORMAL PLANT Sl1APE NEVER CUT OUT PLACE ROOT RARE SLIGHTLY HIGHER THAN EVER(ifiEEM LEADER, FINISHED GRADE. MOUND MULCH HEAVILY OVER FLARE. INSfALI. FERTILIZER TABLETS CUT MD RERlONE BURLAP d a OR SPIKES 3" TO 4" Ba0`f/ SOIL FROM TOP 1 /3RD OF BALl. 3" MIN. MULCH IN ALL All. ROO�tEALLS REMOVED Q -.�' PLANTING ADS MD FRORt CONTAINERS SHALL SAUCERS. BE SCARIFIED PRIOR TO EARTH S PLANTING. SAUCER 5' MIN, X .NOTE.- � � �– PLANTING BAq(F1LL TOPSOIL s � TOPSOIL AND 25% PEAT (TAMPED) DOSi1NG SUBSOIL OR �,1PAC1ID BACKFILL Shrub Planting Detail MINIMUM 2X ROOTBALL L -1 Scale: N.T.S. Aquatic Pkmt Uaterid tilw on OATS 9:= R =_r= F= LANDSCAPE SPECIFICA11ONS: These specifications cover the furnishing of labor, plants, equipment, and materials to perform- landscape operations in connection with this construction pro jact at the locations shown on the landscape drawing. LANDSCAPE MATERIALS: FERTILIZER: Granular non — burning product composed of not less than 504% organic slow acting, guaranteed analysis professional fertilizer, 20% nitrogen, 10% phosphoric acid, and 5% potash by weight or similarly approved composition. PLANTING BACKFILL SOIL: Backfill plant pits with the following topsoil mixture: 1 part on --site topsoil, 1 part imported topsoil, 1 part compost and 1/2 pound plant specified fertilizer per cubic yard. PLANT MATERIALS: Provide trees and- shrubs as indicated. Comply with sizing and grading standards of American Standard for Nursery Stock. Provide only sound, healthy vigorous plants free from defects, disfiguring knots, sunscald in* uries, frost cracks, plant diseases, insects or any other form of disease or infestation. All plants shall have fully developed form without voids or open spaces. PLANTING BED MULCH: 3 inches of Premium grade shredded hardwood mulch. STEEL EDGING: Ryarson black steel edging 3/16"x4. PROJECT EXECUTION: SUBSURFACE UTILITIES: Contractor shall determine utility line locations prior to commencing Mork. Any conflicts between utility locations, excavation and /or landscape operations shall be brought to Owner's attention prior to commencing excavation and /or grading work. Contractor assumes responsibility for any utility damage resulting from landscape operations. CONTRACTOR SHALL NOTIFY UTILITY LOCATE SERVICE (1.800. 382.5544) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. PLANTING EXCAVATION: then conditions detrimental to plant growth are encountered, such - -as— rubble fill, adverse drainage or obstructions, notify owner before planting. See planting details for planting, pruning and staking requirements. SODDED LAWN: Complete all other landscape plantings, mulching, fine grading and staking prior to sodding lawn areas. Provide sodded layin for all lawn areas utilizing Warren's Turf Type Tall Fescue Sod. Apply fertilizer at a rate of 4 pounds of actual nitrogen per 1,000 square feet. Spread topsoil over lawn areas to a depth of two inches and cultivate soil to a depth of three inches prior to sodding. Sod bed shall be in a firm but uncompacted condition with a relatively fine texture at time of sodding. Contractor shall maintain sodded lawn for a period of 60 days beyond final acceptance by mowing and watering as required to maintain vigorous growth during establishment period. PROJECT WARRANTY: Contractor shall warrant trees, shrubs, and plants for a period of one year after date of substantial completion against defects including death and unsatisfactory grovith, except for defects resulting, from neglect by the Owner, abuse or damage by others, or unusual phenomena or Incidents which are beyond installer's control. Remove and replace trees, shrubs or other plants found to be dead or in unhealthy condition during warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period. No. -- _ `rL- -.v Qt ' i CKI ni gqmx 13 Revision UffLEIZI W` SIM ZDXM L= ME EKM 1' 5 Landscape Plan Pearson Ford Master Plan Township Hilton County Indiana riri FIGURE 5 -3 Job No. 201.0 - 3 - - SM To I Iffi I - .; o 1= t C - - Lmm a Ar ice. D Seeding chedule �-� Scale: N.T.S. LANDSCAPE SPECIFICA11ONS: These specifications cover the furnishing of labor, plants, equipment, and materials to perform- landscape operations in connection with this construction pro jact at the locations shown on the landscape drawing. LANDSCAPE MATERIALS: FERTILIZER: Granular non — burning product composed of not less than 504% organic slow acting, guaranteed analysis professional fertilizer, 20% nitrogen, 10% phosphoric acid, and 5% potash by weight or similarly approved composition. PLANTING BACKFILL SOIL: Backfill plant pits with the following topsoil mixture: 1 part on --site topsoil, 1 part imported topsoil, 1 part compost and 1/2 pound plant specified fertilizer per cubic yard. PLANT MATERIALS: Provide trees and- shrubs as indicated. Comply with sizing and grading standards of American Standard for Nursery Stock. Provide only sound, healthy vigorous plants free from defects, disfiguring knots, sunscald in* uries, frost cracks, plant diseases, insects or any other form of disease or infestation. All plants shall have fully developed form without voids or open spaces. PLANTING BED MULCH: 3 inches of Premium grade shredded hardwood mulch. STEEL EDGING: Ryarson black steel edging 3/16"x4. PROJECT EXECUTION: SUBSURFACE UTILITIES: Contractor shall determine utility line locations prior to commencing Mork. Any conflicts between utility locations, excavation and /or landscape operations shall be brought to Owner's attention prior to commencing excavation and /or grading work. Contractor assumes responsibility for any utility damage resulting from landscape operations. CONTRACTOR SHALL NOTIFY UTILITY LOCATE SERVICE (1.800. 382.5544) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION. PLANTING EXCAVATION: then conditions detrimental to plant growth are encountered, such - -as— rubble fill, adverse drainage or obstructions, notify owner before planting. See planting details for planting, pruning and staking requirements. SODDED LAWN: Complete all other landscape plantings, mulching, fine grading and staking prior to sodding lawn areas. Provide sodded layin for all lawn areas utilizing Warren's Turf Type Tall Fescue Sod. Apply fertilizer at a rate of 4 pounds of actual nitrogen per 1,000 square feet. Spread topsoil over lawn areas to a depth of two inches and cultivate soil to a depth of three inches prior to sodding. Sod bed shall be in a firm but uncompacted condition with a relatively fine texture at time of sodding. Contractor shall maintain sodded lawn for a period of 60 days beyond final acceptance by mowing and watering as required to maintain vigorous growth during establishment period. PROJECT WARRANTY: Contractor shall warrant trees, shrubs, and plants for a period of one year after date of substantial completion against defects including death and unsatisfactory grovith, except for defects resulting, from neglect by the Owner, abuse or damage by others, or unusual phenomena or Incidents which are beyond installer's control. Remove and replace trees, shrubs or other plants found to be dead or in unhealthy condition during warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period. No. Date Revision 0 ENGINEERING, INC. Landscape Plan Pearson Ford Master Plan Township Hilton County Indiana Dad March, 2006 Job No. 201.0 Scale 1 " =60' 13110 Promise Road Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 Design By AES Drawn By. um Checked By KEH Approved By �S Sheet No. C115