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Home My WebLink About06090029 Civil Construction Plans Rcv. 4/25/2006 DOCS1 � N %_O O O N t ` 1 1 ' � 1 \ t ; , t i t , , ' t ' ` 1 EX. WELL EX. SANITARY MH MR -23 s FR. 888.82 ADJ. FR. 890.00 \ INV. 867.22 (SE) INV. 867.17 (NW) INV. 867.02 (E) SAWCUT LINE t , \ ' r � 1 r •' ! • •� L•• 1 , 'l r t `` ..,. -_,• ,.._. �-'"�StB-5� --�• ..- �- ^^^^ -- � ........ .�-��. �:'' ��•��- ----�• • c±�eF - ----- -SRS �� 'C' IN r f f tr -� ` a cY c' --"-- • •G�`r�` '�'sc �.. �" Y ^++ , t - -f�Sc ••• G -- ti:x r.'� v.. a cs'- f r ..._ i ! y .t }, �+` O\ 3S Wr10�5 EX. ELEC. EASEME ` - - r 't ; EX. SEW. EASEMENT iy� `•.y f' i r -� �- ; ..\-fit t l r IN �5! ', . 10.5 rR ' IN -. ' l � .. -. .....f •... -- t , r R5.5 r 4 ` IN + , r r �'•, t 4 � , � ` EX. GAS SERVICE r ti IN IN rr y � .�-=. ; +�. r tom. - rry VERIFY IN FIELD IN Ilk Q ` \ 2"' • . r'• y. t •a \ r 5 , 5 ,•�. i, i i t t 5 77 •• NL �t t Yt t R5.5 ; , t \ 1 a= IN ET #3 FR. 87.90 X. -' S ?� ( INV. 84.90 ,t J Q 0. 0 t 4 ` + T • t , t t , + t \ \ ; S + \ r \ \ t P t , ; IN , i ''"• z 5 ` h \ �., ` y r t \ , r t + r 8' ASPHALT WALK ALONG t U.S. 421 TO BE CONSTRUCTED ' AS REQUIRED COORDINATE WITH LANDLORD AND U.S. 4 PLANS BY OTHERS) ROUTE 21 P O ) , ; O L` t � K t V , 51 '? \ ` \ \ 7 l K t r r h�• ' r t t 11 N HS48 REFERS TO CONTECH STORMWATER SOLUTIONS ` , VORTSENTRY HYDRODYNAMIC t SEPARATOR MODEL HS48. SEE \ 4 �\ ll t DETAIL ON SHEET C1.3 ti S � , LAND COVERAGE SUMMARY s 5 5 TOTAL SITE AREA = 1.97 ACRES PERVIOUS AREA = 0.62 ACRES is IMPERVOUS AREA = 1.35 ACRES t , % IMPERVIOUS = 69% �r ' t 4 ` ' r t , , , • fry. + , + y S t t �' , + , t ' S ` t , , r , , � .� + , t UTILITY PLAN SITE ; t t 1 = 20)-0)) NORTH 0 10 20 40 i` SITE UTILITY PLAN SCALE: 1 "= 20' -0" \ ~� R8.5' �� \ s R5' t HE � NpvS ; s f ' �Npv / y ; `r CP- �C , f t ? P / p, CS + \ T. MH #5 ! 5 FR. 888.00 36 \NV. ±831.35 f 18'-12" ST. •`�� , SEW. @ 1.00% �J INLET 6 ,F! p Z \ C' FR. 886 75 INV. 88 75 ��} 0� ti 49 3 `; FR. 887.87 g � 06 � :�` f INV . 881 1 1 N W � , r , , T 6 f f ,- ', ~�'' INV.881.07(SE) REMOVE & REPLAC.E' t WITH HS48 CB FR. 887.00 INVERTS•TO MATCH EXIST1N.Q t Z f. .. f .-t-` y : 5 •,� ••' \ mil•• 11,/ f. t ; i � ! f EX. ST. MH TC. 889.08 INV. 884.76 , N , , , t , t 1 , , , co , ; , O , S , S , "'O , , , , , t ,S 7 , , Z , , , ; , , , , , ly 1. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. 4. ALL SANITARY SEWER SHALL BE PVC SDR 35 PER ASTM D -3034 WITH JOINTS PER ASTM D -3212. 5. ALL STORM SEWER SHALL BE RCP CLASS IV & JOINTS SHALL BE FABRICATED & INSTALLED IN ACCORDANCE WITH ASTM C -443. 6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R -2015 OR EAST JORDAN 1050Z1 Ml PER HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD CT -2, UNLESS NOTED AS SOLID LID PER CT -1. 7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN D -20. CATCH BASINS SHAL BE IN ACCORDANCE WITH DETAIL D -20, WITH THE ADDITION OF A 3 FOOT SUMP BELOW THE PIPE INVERTS. 8. WATERMAIN SHALL BE DUCTILE IRON CLASS 50 PER ANSI A21.5 AND AWWA C151. 9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEL STANDARD DRAWING 10-11. 10. CONTRACTOR SHALL SUBMIT AS -BUILT RIM AND INVERT ELEVATIONS FOR STORM MANHOLE #6 PER HAMILTON COUNTY SURVEYOR'S OFFICE OUTLET PERMIT CONDITIONS. 2 I UTILITY NOTES SCALE: NONE • .. if PCC PAVEMENT 6 "x6 " -# 10 W.W.F. (2" FROM BOTTOM) COMPACTED AGGREGATE BASE COURSE NO. 53 4 I CONCRETE PVMT, SCALE: NONE )= l =i==k =l ' 1 ,�-m " ,,," *A � • ..�. NOR HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (275 # /S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 5 I BITUMINOUS PVMT, SCALE: NONE MEN INS ��1•��1.1•�.■1■Ia = =1=101 101, ,-----IJ *,I . ,�----,-----� ■ ■�■ MINI HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (275 # /S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 6 I HD BITUMINOUS PVMT, SCALE: NONE 1.5" 2.0" $„ HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (2754/S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 I L1'IIJ/ \IX X1000 GEOGRID OR APPROVED EQUAL; INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 7 � ALT. HD BIT. PVMT, SCALE: NONE e O ® 1 memo ■5 r♦ Co 140 Ob e-F 1 Cq co V C3 a © C O O O p p _ Z �CO Z N P d I"' 1ou • ® I\ 0 -1 0 ♦ � 0 W 0 co C)o 0 1 V 0 0_0 •O v' ,q- N D 0- 0 � E -Q 0 Q) E - �co00 LO a o Qc CO V) I- W W LU U Revisions PERMIT ISSUE 03/26/07 QREVISION PER CITY PLANNING � 04/23/07 0 Civil engineering design prepared at or under the direction of: t0111111,11 %% S C • U see eo G_ ••,••••••0 \ 0 , ST O � •p P .. No.1000122_1 ® i O►0 00 dw 00 �S ••,�•D I A•••• e�► "ti, NAB eye oo0et%° SIGNED: 0411912007 Drawn By Checked By Scale Date N.T.S. 03/26/07 Job No. 200 6 -2 7 Sheet No. Cl.l N co O "'O 'NI" Z w L Q U � w W w � V cn m � O.% D w U Q O � LU O z M N Z w = O m :E U �- w J ZD U D F- LU 0 3� z e O ® 1 memo ■5 r♦ Co 140 Ob e-F 1 Cq co V C3 a © C O O O p p _ Z �CO Z N P d I"' 1ou • ® I\ 0 -1 0 ♦ � 0 W 0 co C)o 0 1 V 0 0_0 •O v' ,q- N D 0- 0 � E -Q 0 Q) E - �co00 LO a o Qc CO V) I- W W LU U Revisions PERMIT ISSUE 03/26/07 QREVISION PER CITY PLANNING � 04/23/07 0 Civil engineering design prepared at or under the direction of: t0111111,11 %% S C • U see eo G_ ••,••••••0 \ 0 , ST O � •p P .. No.1000122_1 ® i O►0 00 dw 00 �S ••,�•D I A•••• e�► "ti, NAB eye oo0et%° SIGNED: 0411912007 Drawn By Checked By Scale Date N.T.S. 03/26/07 Job No. 200 6 -2 7 Sheet No. Cl.l N CD CD N GENERAL NOTES 1. All improvements shall be in accrodance with the City of D. Clay cut and Clay fill with compaction within building/parking and Carmel standards, latest edition. p all other structural fill areas. 2. Removed pavement, sidewalk, curb and gutter, etc. shall be disposed of at off -site locations provided by the contractor at his own E. Placement and compaction of clay to standards as required on expense. the construction plans to the design subgrade elevations. The Contractor will note that the elevations shown on the W. 1 6th St. 3. The Contractor shall be responsible for the installation and construction plans are finished grade elevations and that maintenance of adequate signs, traffic control devices, and warning pavement thickness must be subtracted to determine subgrade o pr devices to inform and protect the public during all phases of elevations. The Contractor may obtain required clay fill t rn construction. from on -site excavation and on -site borrow excavation as r�hW eS directed by the Engineer, or Owner. 4. Barricades and warning signs shall be provided in accordance with } F. Backfillin and compaction behind new curbs and utters. j'1� � Standard Specifications. g p g Q y C 5. All existing traffic signs, street signs, etc., which interfere with G. Movement and compaction of soil material from the construction construction operations and not noted for removal or disposal shall of underground utilities. be removed and reset by the contractor at locations as designated G by the engineer. This shall be considered Incidental to the contract H. Topsoil Placement to design finished grade elevations (6 minimum or as otherwise noted). and no additional compensation shall be allowed. Damage to these • items shall be repaired by the contractor at his own expense. All signs not required to be reset shall be delivered to the City or I. If required, removal from site of all excess earth material including -� County as appropriate. excess utility trench spoil after final grading. o 2. It is the Contractor's responsibility to determine all material �1.1.1 • 0 C 6. All permanent type pavements or permanent improvements which o . v n removed, material quantities and appraise himself of all site conditions. The Q Cn abut the proposed improvement and must be re o ed, s h II a be contract price submitted by the Contractor shall be considered as o saw -cut prior to removal. All items so removed shall be sum for the complete project. No claims for extra work will be m replaced with similar construction materials to their original recognized unless ordered in writing th e0 wn r. 0- a. condition or better. Payment for sawing shall be included in the _./ W. 98th St cost for removal of each item and replacement will be paid under 3. Proposed pavement areas and when applicable, building pads, driveways o the respective items in the contract, unless otherwise indicated. and sidewalks shall be excavated or filled to plus or minus 0.1 foot 4:' of design subgrade elevations by the Contractor. Ott C31�kN �O 7. The contractor to have a competent superintendent on the project site at all ' p p p j 4. The subgrade shall be free of unsuitable material and shall be times irrespective of the amount of work sublet. The superintendent shall be compacted to a minimum of ninety -five (95) percent of modified capable of reading and understanding the plans and specifications, shall have proctor density. Testing for compaction shall be the responsibility Q W. 9 6th St, full authority to execute orders to expedite the project, and shall be responsible of the Contractor. All test results shall be submitted to the for scheduling and have control of all work as the agent of the general Owner & Engineer. contractor. Failure to comply with this provision will result in a suspension of work. 5. Upon completion of the surface improvements, the excavator 8. It shall be the res onsibilit of the Contractor to remove from the shall respread a 6" layer of topsoil on all disturbed landscpae areas. p y I -465 V� EX. HYDRANT X. BUFFALO BOX - --i�__ EX. WATER LINE @ EX. SANITARY MH �--- EX. SANITARY LINE EX. STORM MH O EX. CATCH BASIN ->- EX. STORM LINE 57660 EXISTING ELEVATION EX. UTILITY POLE --- 799 --- EX. CONTOUR PROPOSED HYDRANT Z PROPOSED VALVE VAULT -{F- PROPOSED WATER LINE O PROPOSED SANITARY MH --< PROPOSED SANITARY LINE PROPOSED STORM MH © PROPOSED CATCH BASIN o PROPOSED INLET ® PROPOSED F.E.S. ->- PROPOSED STORM LINE -D- PROPOSED DOWNSPOUT LINE -792-PROPOSED CONTOUR DRAINAGE DIRECTION EMERGENCY OVERFLOW ROUTE - s - SILT FENCE PROPOSED PAVEMENT GRADE V.I.F. VERIFY IN FIELD site any and all materials and debris which result from his 6. During construction operations, the Contractor shall Insure positive � construction operation at no additional expense to the owner. site drainage the conclusion of each day. drainage may ~ g y g y be w w Z 9. The contractor shall notify the Municipality and or Governing Agency achieved by ditching, pumping or any other method acceptable to the U Th ntr tor' failure t provide the v will preclude � t construction. Failure to do so will e Co ac s u o p de e abo e p ec ude Q 48 hours prior to he start of any co uc any possible added compensation requested due to delays or -� 0 m result in the stoppage of all construction and the contractor will have to g to rove that the work done without notification was done according unsuitable materials created as a result thereof. I- Q p :D 0 �- the approved plans. L1J LOCATION MAP 7. Whenever, during construction operations, any loose material is 2 EXISTING SITE CONDITIONS: deposited In the flow line of gutter, drainage structures, ditches, SCALE: NONE Q Z EARTHWORK FROM CIVIL ENGINEERING PLANS TITLED WEST CARMEL etc. such that the natural flow line of water Is obstructed, this � MARKETPLACE -PHASE 1 Q PREPARED BY WOOLPERT, � � 1. Work under this section shall include but not be limited to the loose material shall be removed at the close of each working day. z At the conclusion of construction operations, all drainage structures INC., LAST REVISED 05/09/06. _ w W following: and flow lines shall be free from dirt and debris. This work shall _ --� :�i U Z A. Clearing and removing from the site, all undesirable trees be considered incidental to the contract. 0 a� and other vegetative growth within the construction area. WATER SERVICE TELEPHONE SERVICE ELECTRIC SERVICE Q Tree removal shall be kept to a minimum. 8. All disturbed areas outside the right -of -way, parkways and detention U areas shall be restored with sod. CARMEL UTILITIES AT &T INDIANAPOLIS POWER AND LIGHT BENCHMARKS: ~ WATER DEPARTMENT BRAD BAILEY DAVID SIMPSON 0 > < B. Stripping of topsoil from all proposed structural areas. 9. Soil erosion control specifications shall be considered as part of JOHN DUFFY 5858 COLLEGE AVE., FLOOR 2 1 MONUMENT CIRCLE NOT PROVIDED: W w D this section. 760 3rd AVE., SUITE 1 10 INDIANAPOLIS, IN 46220 INDIANAPOLIS, IN 46204 CONTRACTOR TO CONFIRM PROJECT BENCHMARK WITH �/ > Z C. Stockpiling of topsoil at IocG �.�-n�s as directed by the Owner CARMEL, IN 46032 (317) 2524266 317 261 -8222 LANDLORDS SITE CONTRACTOR TO ENSURE CORRECT or Engineer. Topsoil stockpiled for future use shall be 10• Soil erosion control measures in accordance with the ( ) g p p relatively free from large roots, sticks, weeds, brush, stones requirements of the Town of Plainfield and the State of (317) 571 -2451 DATUM. larger than one (1) inch dia�;;ter or other litter and waste Indiana. SEWER SERVICE GAS SERVICE STORM SEWER S E-VICE products including other extraneous materials not conductive o %0 to plant growth. Topsoil shall be stockpiled in sequence to CLAY TOWNSHIP REGIONAL VECTREN GAS HAMILTON COUNTY SURVEYOR'S OFFICE � eliminate an rehandling or double movements b the Contractor. WASTE DISTRICT DAVE CATRON GREG HOYES © Y g y = CO co C � � O RYAN HARTMAN 600 INDUSTRIAL DRIVE ONE HAMILTON COUNTY SQUARE, SUITE 188 � � � N 10701 N. COLLEGE AVE., SUITE A FRANKLIN, IN 46131 NOBLESVILLE, IN 46060 �:'; LU "? INDIANAPOLIS, IN 46280 317 736 -2925 v co V ° ( ) (317) 776 -8495 c (317) 844 -9200 o o �. SPECIFICATIONS ® wo � - =%O U�J •� a a - U UTILITY HOTLINE. WITHIN INDIANA. 1-800-382-5544 a o Q o , o 0 SCALE: NONE OUTSIDE INDIANA: 1- 800 - 428 -5200 © c o ° UTILITY INFORMATION y-� �-�© O - DC* � �C,0 ��°' ��0 SCALE: NONE CONTRACTOR SHALL NOTIFY ,� � �, co w o u HOLEY MOLEY" 48 PRIOR TO DIGGING: UNDERGROUND LOCATION SERVICES 800-382-5544 w _ `�35i - -_ - _ G - - p L1 , - Mueller Centurion A -423, Or Equal - ___ __ _ _ __ U Painted "Safe t Yellow' " .i� o r < �- ��. /- �� to � °•�. •• • � .��P' - � °• �'�• • •° °° :. • . _ •.. .• o'♦�A O 111 �I a Truncated °' ° ° °' ° ° ° ° %% 4} L0 _ _ - -- -- -- -- - -- --- °° X` o Dome = _ _ -____ __ __ _____ %0 C v �� Revisions . �i 3 0)J °000 ° °° - =_ _ _ =_ _ _ =_ =_ _ ° ° ° ° °o o : ° �� : c, S T kj 9, j- PLANNING SUBMITTAL - i 23 ° ° °° Civil engineering �s�F V'�epared' eoi ceder the direction of: 09/07/06 6 VC/ ve Box r (0.9) _ s Min. x e No. 10001 : PLANNING SUBMITTAL L �b TRIANGULAR PATTERN TRUNCATED DOME DETAIL TYPE A RAMPS TYPE B RAMPS W eso 11/03/06 lb L TE Truncated Dome a r S' F v 150 Ramp 150 Side curb Ramp _ _ TypeA A INDIANA REGIST DDS Ctl f��Vo. 10001221 (6) width (b) width _ - _ - �••••••••• NEENAH R- 1077 -B, EJIW t. ° NA I- v� �, __ _ _ _ _ •o •° � o /SOS ,fie♦ 1022HD OR APPROVED 6 Gate _- _ _ _ _ _ _= =_ _= _ = -= A ° . # 0 ., T ,� Q ° JAMES EQUAL FRAME WITH "WATER" 1 -D Min. C. UECKER IMPRINTED ON THE COVER WITH Valve _ __ _ -_ - - Type B n 0 PICK HOLES Q o _ - _ -- _ RAISED LETTERS. - ° ° ° °° - - - ° ° ° ° °° /\ C ° ° ° °° ° ° ° ° °° SIGNED: 1110212006 SHALL NOT CREATE OPENINGS � o �\ Q � f IN THE MANHOLE COVER Q Q Q RAMPS AT ALLEYS OR ENTRANCES 915 min. ( ) /Side 915 min. /Side Vatable Q Bedding Material Conforming To 36 2�o max. Var • Q PLAN INa ter Main Q � � Q Q /NDO T 903. D2, Size No. S flare (36} flare ----, NOTE. EXCAVATED AREA Q SQUARE PATTERN TYPE A TYPE B SECTION A -A GENERAL NOTES CIV IL H E ET INDEX TO BE JETTED AND �-\\ / Q One 8x8 x16 Solid COMPACTED ,� \ \ \ �� /, �\ �� j // (Parallel Alignment} \\�/ Conc. Block Or 6 Min. DETECTABLE WARNINGS DETAIL DETAILS OF RAMPS Detectable warnings shall be _ H dram t A ssemb�' / y Flush with to of installed at curb ramps, medians and C 1 _0 CIVIL TITLE Tee M. J. � \ � �\ � \/ '� roadwa curb and Class B Concrete y SHEET 3 ADJUSTING RINGS MAX. Restrained ( top of sidewalk pedestrian refuge islands, at -grade WITH A MIN. OF 4" �- Base On Undisturbed p i Expansion Dint lsa railroad crossings, transit platform AND A MAX. OF 12" I I- =III -1 Length And Fittings :Q: p • Rise of depressed (b} edges, and other locations where - �''--- CASTING SHALL BE SET ON As Required ground. g �I 11= q _ •� curb 1 �,>�:� � � . 2' a" = BITUMASTIC MATERIAL 50 R pedestrians are required to cross a C1.1 SITE UTILITY PLAN ° (2) hazardous vehicularway. Detectable cn III- BITUMASTIC MATERIAL SHALL BE Notes.' ° Ramp Ramp slope 1:12 max. Z N = PLACED BETWEEN PRECAST See Details A 8� B Rise 60 of rf>�l.mp LGutter slope > � warnings shall also be installed at 1= 1 At High Points Along Main Water Line Where 5 HI /dram t Valves must be restrained to the tee 1:20 max. Ramp j alleys and commercial entrances Clr_ REINFORCED CONC. SECTIONS g g J thickness RAMP PROFILE 5" 4' -0" 5" -1 DETAIL A when permanent traffic control SITE GRADING P LA N 511 -011 oR �o" iii= indicated On Drawings, Anchoring Tee Shall with either all thread, or on anchoring tee. C 1 .2 Z DIA. OR LARGER II I II= NOTES: Be Set A t 45� Angle Up wards And Connected Side curb DETAIL OF SIDE CURB devices are present. The maximum I U - 1. ALL LIFTING HOLES, JOINTS � - (where required) curb maybe constructed slope o the side tare or Type B monolithically with ramp} F- = BETWEEN PRECAST REINFORCED To 6 45 Bend. Main Water Line Shall Be 50)R _ _ _ - ramps shall be 1.10; however, if the :III= CONC. SECTIONS, GAPS ___ LEGEND width of the landing area between a = Lowered To Provide Sufficient Cover As Specified. __ _ _ - STORM WATER POLLUTION PIPES & STRUCTURES the to of the ram and an w BETWEEN 1 ;4:;;p° Sidewalk SHALL BE TUCKPOINTED WITH obstruction is less than 1.2 m (4' -0 ") PREVENTION PLAN 1 HYDRAULIC CEMENT 2. All Joints Shall Be Restrained Except In Run .� 0 Ramp 2. ALL VAULTS SHALL HAVE Depressed curb ° ° °° then the maximum slope shall be Of Tee. Street ° ° °° Detectable Warnings NEOPRENE COATED OR TITLE: 0 l .l 2. All slope ratios are expressed as Drawn By Checked By Non walking area SECTION units of vertical displacement to units 6 =) I� I I =1 FIBERGLASS STEPS J. Hydrants Shall Be Set At 500 Max. Horizontal DETAIL B of horizontal displacement V:H .All 3. PIPE OPENINGS SHALL BE .. CITY OE CARMEL_ EIRE HYDRANT p ( STORM WATER POLLUTION VALVE OPERATING NUT PRECAST INTO WALL. Distance, Or Less As Specified By Fire Department dimensions are in millimeters (inches) C 1.4 SHALL BE ACCESSIBLE 4. PRECAST CONC. BASE TO BE STANDARD DETAI L_S ASSEM BL_Y unless otherwise shown. PREVENTION PLAN Scale Date T�ROUCH FR.Al�1F �• LAP c.asT 1NTFGR_AL WITH LOWEST 4. All valves must include Posi -Cap or equivalent WALL SECTION. Drawn By. N.T.S. 09/07/06 Date: March 01 Scale: Not To Scale Jones & Henry Drawing Name: CW8 Detectable warnings shall contrast 1 Engineers, Inc. visually with the adjacent sidewalk Job No. C1 .5 S concrete by the use of red colored concrete. 2 -27 Sheet No. 4 5 WATER VALVE IN VAULT CITY OF CARMEL FIRE HYDRANT ASSEMBLY DETAIL HANDICAPPED RAMP 8 MISCE LLANEOUS SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE N NO O N t , t i ` S S' EX. WELL t EX. SANITARY MH MR -23 FR. 888.82 , y S , ADJ. FR. 890.00 ` INV. 867.22 (SE) y , , INV. 867.17 (NW) 1 ' ' INV. 867.02 (E) t ; 1 ' •-T y r ` y ++ �...... & w\OUC r ' P y � l1 - i ' ,; •- '..., 1 ? ____ ........... -- ....... , �s y �� °�,._,� �- - -'•- - .... -� �. 5` , i Its, j..._. ... _� j.,. -• -• •; } .- -._._j .... ._.._... - \ _ ;fit, ',, , •�., 1 `� ; \ \ l t 1, h • yr ; i j + t t S ` + S l ' S N S t Qj r ` ' ` �; ✓ �`' 1 , % , ^ \. t t S ; ' t 4 , t , > • t- , , S , t S S `,�V - \ 0� ` ` S + t , ` ` , t ` t t `y i i` S S� i i s•: ' ; .... 5 , r S S ; t , S , t , 8 ASPHALT WALK ALONG U.S. 421 TO BE CONSTRUCTED' UO ' AS REQUIRED (COORDINATE > Q WITH LANDLORD AND U.S. `��`' 1 '. ' ` ` `� ' `4-� �� ; ROUTE 421 PLANS BY OTHERS 0 y C� 0 `� 'y + , t� , t , G P_ ; , , cr l ` �, + y ! y r S , r4 \ 1 `i , ; It , y � t� yti `�✓ y � , ` t t + , , LAND COVERAGE SUMMARYtt TOTAL SITE AREA = 1.97 ACRES PERVIOUS AREA = 0.62 ACRES r IMPERVOUS AREA 1.35 ACRES t ,, % IMPERVIOUS = 69% `� ��✓ , t , t t t r -✓ S , 1S 1 ✓J` ,1 I• t 5 t , l St , + t y ` ' S ; ' � s , y , t + � 1 SITE UTILITY PLAN r 1 = 20)-0)) NORTH 4 + 0 10 20 40 ` 16 V ;y SITE UTILITY PLAN SCALE: 1 11= 20' -0" R5' � / V , ; 0 f >t t pP / ; -S! ENO v S ATCH BASIN# 5 FR. 888.00 36 5 %NV. ±831.35 Q�Pf EX. ST.Pv1H G)� { ; F R 87.87Gj'' _ ff ADD 15R SNOUT DJ. FR. 886.75 ,'` - -- ` OVER 12" OUTLET INV. 881.11 (NW) }� ✓` ` INV. 881.07(SE) Xy 1; / • •� / 0 ^S f 0 G f f S CP k `✓ ' f r , % , t i , , , , ; , S SS 5 , , t S 5 , t , , ,5 i t t ; i S t t t S t 1. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. 2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB. 3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED. 4. ALL SANITARY SEWER SHALL BE PVC SDR 35 PER ASTM D -3034 WITH JOINTS PER ASTM D -3212. 5. ALL STORM SEWER SHALL BE RCP CLASS IV & JOINTS SHALL BE FABRICATED & INSTALLED IN ACCORDANCE WITH ASTM C -443. 6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R -2015 OR EAST JORDAN 1050Z1 Ml PER HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD CT -2, UNLESS NOTED AS SOLID LID PER CT -1. 7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN D -20. CATCH BASINS SHAL BE IN ACCORDANCE WITH DETAIL D -20, WITH THE ADDITION OF A 3 FOOT SUMP BELOW THE PIPE INVERTS. 8. WATERMAIN SHALL BE DUCTILE IRON CLASS 50 PER ANSI A21.5 AND AWWA C151. 9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEL STANDARD DRAWING 10 -11. 10. CONTRACTOR SHALL SUBMIT AS -BUILT RIM AND INVERT ELEVATIONS FOR STORM MANHOLE #6 PER HAMILTON COUNTY SURVEYOR'S OFFICE OUTLET PERMIT CONDITIONS. 2 E UTILITY NOTES SCALE: NONE i PCC PAVEMENT 6 "x6 " -# 10 W.W.F. wwf (2" FROM BOTTOM) pem COMPACTED AGGREGATE BASE COURSE NO. 53 4 I CONCRETE PVMT. SCALE: NONE •�•�•�•••�� HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (275 # /S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 5 I BITUMINOUS PVMT, SCALE: NONE WL 1 ------------------ /F •-•5•L; ff ;0 , 1 j•••••••••••� HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (275 # /S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 6 I HD BITUMINOUS PVMT, 1.5" 2.0" SCALE: NONE HMA SURFACE, TYPE A (165 # /S.Y.) HMA INTERMEDIATE, TYPE A (275 # /S.Y.) COMPACTED AGGREGATE BASE COURSE NO. 53 LI X1000 GEOGRID OR APPROVED EQUAL; INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 7 � A HD BIT,, PVMT, SCALE: NONE NM t' ) 0 II J W Q U � w W w V) ON. V � o W U D Q Q C) � F_ Q O W 0 Q Z Q z � � � w = O � U U z D F_ � w w O � 3� z ■ O '40 0 140 .� memo t� 5 0 o, N q* N v' aco wo co ® � p u. q some o C O 0 G _ Z 0C* N O L u/ � O v 10 �J 0 0 0 J Q H m Z � Q V) ~ Z J _ � Z � z W Q � J • O ■■■1 ::D O QPLANNING SUBMITTAL 11/03/06 E W V) �-- -� CY) C)o V I V o 0 % C �o �� n nEl EW - G tr; L0 �cy C 00 �r- v)F - - LOOOO- w W U Revisions PLANNING SUBMITTAL 09/07/06 QPLANNING SUBMITTAL 11/03/06 Drawn By I Checked By Scale Date N.T.S. 09/07/06 Job No. 2006 -27 Sheet No. Cl.l N O 0 N 5 , i 890• p9 P11, 82 gp. 9 889 I i '� ' 9 ' O , + ` / 8 •� fig• ti y 66 s 889• s ............. + i y , � S i y O 6 9. 1� ` q 889 f 9 -- ......... by qD `bib • 888.95 q� �O � qg5 $ , ° ° 889 $ 80 - r \ ` 889.05 8816 161 0A + ' y �' $ y+ ` `D 888 q� O° 8 f�8.80 65�v t `b`b q ' a$9 • 5 889.00 --- S y , q° • �q • r , t ` � : y S s ; , 889.7r 1 y + IN ti 1 ' ` \ co % "N t S cc 1 �� g I 61 O ` 888r�3 1 t s 1 O 1 l i � 1 bh , t , C s y � 1 br \% y a�a� + 887.9 \ S , 8CL , , .y t, \ 5 \ tl $�• 1 • U t ri, J ' ' \ `4, y 61 \ , , . � � y, 5 � ,�O �8a• \\ i 1 s , ` \ ' '�• � \ \ C C h y .y + i , y , , 2 yN, y O + + Q3 , , 4 y $87.80 , S ' ; l S . + y y 1 + �• 88. , , e , y y O PROPOSED 12" s 'y �� ST. SEW. A y 88a- s 8886 �� , , y ` , IN , , 4 NN 5 , , S , , �� t 158 � �s 88 \ 8919 , , + ` S + , , y ' 4 S S , , y i �•yl 5 ± 1 ' ` , + ',• 8p1 • � , + � y , ' ` s `y , , r , ,S 1 , , � S , 5 y y • y , �✓ 8102 GRADING PLAN , +SITE ` y � ; ,y s 1 = 20'-0" NORTH y , iy `y % 0 10 20 40 s y y , �6 a5 + • i SITE GRADING PLAN SCALE: 1 "= 20' -0" `I 1. ALL SPOT ELEVATIONS ARE CURB FLOWLINE, `I UNLESS OTHERWISE NOTED (REFER TO SPOT ELEVATION LEGEND BELOW). = - ............................. , 2. ALL CURB & GUTTER SHALL BE COMBINATION 32 ', CURB & GUTTER TYPE II PER CITY OF CARMEL • ' STANDARDS. 1 ` 2. ALL REQUIRED PERIMETER AREAS SHALL BE 1 ` SODDED IMMEDIATELY FOLLOWING THE 920 BACKFILLING OF CURBS. + �v 88920 \ + + 8g\ + ' p6 X32 + 8g• // / + 8 2\ v 13 GRADING NOTES 2 \\ SCALE: NONE SPOT ELEVATION LEGEND g - ground g9� c - concrete +8a tw -top of walk �3 + 8888ac�1 gg + 889• + agp 28 \ 8896 + 0 Q toil, I \ g \0 9g 1 , 80 y, 611 , tir 8888 O `b / Ile �� 22 , 889.90 �� ,�� , x // � 7- � / \ nJ \ `• 889.35 / 889 ° / oo, ool .41 a$8.30 0 - q° • + � 1 ' ' �' ' ~ / ell pp O O / �. $$9.45 / / � 5 � \ q• / / 000l Q \ t co 9.20 01 01 .01 \ \y 00 889. 5 0 + �� / , / $ / / b� 89.65 � +8 \ / a 0 / / / / ` It 040. 889 00 �O 889 �6 \ / �° f ; 889 889 �bq $S q�� / + 9960 ' 888.50 2� 822 0; , ".001 / /� _889- _ _ 888 88 / �pO' / '8899 i/ -- - - - -'` - - -- - /i 88 + + / - -_,�- - - -_ --889 8 ool 889.0 3 8 QC / 1 \ / + , , , /'' 889 O 88 ,. / 36 + CC) • / / al, 88°� , s ,Yr- co Ile oo, + �� • , r ' / /g 6� 988 �� ,-- J� 7 ' ' • ', `� ` 81• � � v 5l, ' \ ,......... / + 8 '� D \ + t 887 $891 ell x`'1.,"4 + ti l / ,`''• f •"'.•' / � + i 41 8816' $� �\ / /�, � \' r�� /� o- , � ..,,, 1 �Fj '�, 880 � / / ,•! ; .0e ; ✓'' f� / �� 1000 y , .01 i/ / /� \ �/ / 1• :' V / c ' 881 ti / / ! / ! ! / / `, 11010 A It 16 \ / U) ! f! , r/ / / / 'Z AIL, Y• f/' i / / Q'� i , , / Cb S p .00, 00, / / / 3 SPOT ELEV. LEGEND SCALE: NONE 4" 4" GRANULHK BEDDING TO I M. H. 4-- OR C.B. PLAN 3, � 2 O 3.. 2 RINGS MAX 8" MAX. ADJUSTING RINGS 4 INLET SCALE: NONE SECTION 9 81f 0.5" 5" 1.5' 0.5" TOP OF wl I N PAVEMENT LO 2 -3/8" RODS 2 -3/4" RODSx18" L G 0.5' NOTE: EXCAVATED AREA TO BE JETTED AND COMPACTED S BUMPER BLOCK SCALE: NONE 3" BIT. PAVING ON 12' STONE BASE HAND TOOLED JOINT 5" CONC. SLAB W /6x6 W1.4 x W1.4 W.W.F. ON 6„ 4" MIN. STONE BASE I ■ J =sr .�. r -ti! NCARVJIM ►WAIU�L -+ INDICATES LINE OF AT HANDICAPPED RAMP • SLOPE) 4 i i 6,f EDGE OF PAVEMENT 6 I COMB. CURB /WALK SCALE: NONE N (y) o ` -0 /, J W L Q U � w W w V � o� w U D Q Q � :D ILL]O � Q Z Q z � � � w = O � U � Q � U z D V) � w w O � 3� z ■ O 140 1- o �J O memo cr) co :; %0 ♦ � O N 'q N 11/03/06 q co Uj V) C� .0 O co u. 7C) �� 0 � N V q } q ® , O C9 �-• 0 C O � O 4 O © - p `' O 1 0 C ,,••? Z L O r" C- .N Z ® (, ti. Lo c 00 r- V) F- L C7 LO 0 Q r- CL. I- 10 �I NINNO 0 0 rn 0 J Q F�- H Z Q m J � � N Z v Q Z (�� Z v Z W Q � J Revisions 1- o �J O QPLANNING ♦ � O 11/03/06 Uj V) C� E 0 7C) �� 0 � N V 0 ® , O 0 O Ln p ,,••? 0 L O r" o U c 00 r- V) F- . LLJ W U Revisions PLANNING SUBMITTAL 09/07/06 QPLANNING SUBMITTAL 11/03/06 a O w I Drawn By Checked By Scale Date N.T.S. 09/07/06 Job No. 2006 -27 Sheet No. Cl .2 N I NO C) O N CROS BARS BEEHIVE INLET OR Zjj�' _ I DRAINAGE COVER 4 - � -, - - Z - f�, f rte. t .�''� „ /I �� . -� 1 ',,� ~ ._ } r \ 'Z / > 1 n i �� \ . -�-- �-' .,- I . 1h / U� L.A TH S f '- , - -` � -� � f SILT FENCE MATERIAL -, " '.M:' 1 SILT FENCE E ,XTENDS I % � / 6" BELOW FINISHED GRADE " h•,I GTE; - lV 1- BEE SILT FENCE DETAIL FOR P..IATERIAL SPECIFICATIONS, 2. SILT FENCE SHALL BE PREASSEPABLED BY SLIPPLIER INLET PROTECTION- � SILT FENCE SILT FENCE Fate Silt Fence shall be a machine produced, non - graven geotextile of 100% palyprOpylene meeting the physical properties be-low. IBs All stakes shall be 2" X 2" hardlocad 55" tall with 24" tall lath stapled to stake over fabric as reinforcement. AS NEEDED All silt fence shall be prefabricated by the supplier. No field assembly vvill be accepted_ sq. Fabric W eight....,....,.......,.,........ ,.,............,,........,.,,.. 4 az /syd Crab Strength .............................................. ............ Warp 125 lbs, Elongation..,.....,....,....,.,,....,,.,... .....,..,...,,.,.....,....,.... 'r arp 50 6 Trapezoidal Tear Strength...,..,. ..,,..,....,,.......,.,,.,..... 50 1 s. Burst Strength..,............,.,........ ,.,,..........,.......,,.,..,.. 200 psi LJVResistance ......... - ......................... - ------- -.............. > d o A, O, S .............................,,,,,,.•.,.„ .,,..................,,,,,,...I C50 0-80 Slurry Flory Rate -------- . ................................. ...... . ..... 225 gprn /sq ft Sediment Retention_. ................ ........... .......... .......... 75 0 ant renoe 11U10TE Fence Post r - Stca k e a A, 5, 0, C' Ground Surface Fence Past Shoulder icl Should be Buried 1' Bela,.% be Buried 6" Belo., Ground Ground Surface Surface. SILT FENCE DETAIL NTS SIGN TO IN[C J ATE THE , LOCATI0N OF THE C01'.10RETE '0WSHOUT AREA 11 /` BERPA AROUND PERIk1ETER " 12" / 1 '� Pi1 IP'J - •:'..:% :'� - :GROUfJB SiJRFACE - --• -. f 2' -0" M111 -- - COMPACTED E6�1BAP�, 41ENT �-r3,1 OR FLATTER - -- - -- - - -- --- MATERIAL TfP, SIDE SLOPES 15'x15' 1,111.1 OR AS REQUIRED TO CONTAIN i Mw \ +�'.�STE CONCRETE NOTES: 1, CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEhiIEPJT 0P1 SITE. 2, SIGNS SHALL BE PLACED AT THE CONSTRUCTION EPTRANCE, AT THE 'NASHOIJT ,AREA, APJD ELSE'u'�HERE AS PECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE INASHOUT AREA 70 OPERATORS OF CQP'JCRETE TRUCKS AND PUI,,1P RIGS- 3. THE CONCRETE VIASHOUT AREA SHALL BE REPAIRED AND EPJLARGED OR CLEANED OUT AS NECESSARY TO 1410 TAIN CAPACITY FOR WASTED CONCRETE, 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REPJOVED FROM THE SITE AND DISPOSED OF AT AN A.PPRO ED 1�4ASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REh-10VED, THE DISTURBED AREA SHALL BE SEEDED AND VULCHED OR OTHERWISE STABILIZED IN A f�1ANNER APPROVED BY THE INSPECTOR. CAN FETE ASHU T DETAIL_ Seedbed Preparation Apply Ilme to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertlliZer (Or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according tc� test. Application of 150 Ibs. of ammonium nitrate on areas loin in organic matter and fertility Will greatly enhance vegetative growth. ftrk, th e fertilizer and lime into the soil to a depth of 2-3 inches with a harrow, disk or rake operated across the slope as much as possible, Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), While considering best seeding dates, See FigLare 5-3 this sheet, If toler- ances are a problem, sL-Ach as salt tol era n c e of seed i n gs adjacent to street2 and highways, see Figure 5 -4- this sheet before final selection_ Figure 5 -2: Permanent Seed Nfixtures Species Seeding Fate Suitable pH Site Suitability* IBs /acre Ibs /1000 AS NEEDED well SILT FENCE ti111'EEKLY AFTER STORM EV'EPJTS AND AS PJEEDED sq. ft. Droughty Ezra i n ed V et Level and Sloping, Open Areas ti� EEKLY, AFTER C TOP P, � E EPTS AND AS NEEDED PRIOR TO CLEARING AND GRADING DIPG TEMPORARY DIVERSIONS 'MEEKLY, AFTER STORPy1 EVENTS AND AS NEEDED 1. Tall Fescue '35 .3 5.5 -3_5 2 1 2 2. Tall Fescue 25 ,6 5.5 -8.3 STRAW BALES 1 Red Clover** 5 .12 AFTER EACH INLET IS PLACED SEED SOD 8-r LANDSCAPE AROUND WATER AS NEEDED 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED RD,10VAL OF SILT FENCE N/A Steep BanlJ,s ar�d Outs r {r t t , , 4. Tall Fescue is .4 5.8 -7.5 2 1 2 I <entucky Bluegrass 25 .6 :.:•y : ?:C s: •:{' 1 .J JJf::: \ VVV ` / 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Cro nvetch�1 10 _25 ,r.:•:tit�'v�:•-: I�: r:: is r' �•' ` / /:' ll JJ 'ff {r/ . Jfj \ 5 y +`` tt t \ ,\ + --� "- . Lawns and High Maintenance Areas S 5 i t' ' 6. I <entucky Bluegrass 40 .9 5.S -7.5 2 1 Creeping Ped Fescue 40 .9 % , %, `-.:.*1a;'; � \ . 7. Perennial Ryegrass 170 4.0 5.0 -7 -5 Seeding 1 (Turf Type) � ' \ t \ ` ,,t 5 \ -, ' 8. Tall Fescue 170 4.0 5.5 -S -3 2 1 2 * 1 - Preferred 2 - Wil Tolerate ** Inoculate rrith specific Inoculant. %N h eat or Rye Oats Annual Ryegross Nan - Irrigated* Irrigated Dormant Seeding *' CONFIGURATION DETAIL 1" PVC ANTI - SIPHON TER ABLE )POF ...%�/ ,L-ET PIPE (HIDDEN) FRONT VIEW SIDE VIEW SNOUT OIL - WATER- DEBRIS SEPARATOR NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 (860) 434 -0277, (860) 434 -3195 FAX TOLL FREE: (800) 504 -8008 OR (888) 354 -7585 WEB SITE: www.bmpinc.com OR PRE - APPROVED EQUAL 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI - SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. 6. THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24 ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER.(SEE INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI- SIPHON VENT PIPE AND ADAPTER . C. OIL- RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8 STAINLESS STEEL BOLTS E. ANCHOR SHIELDS US Patent # 6126817 TYPICAL INSTALLATION *NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM. OUTLET. FOR OUTLETS >OR= 15 ", DEPTH = 2.5 -3X DIAM. INSTALLATION DETAIL DETAIL B FOAM GASKET W/ PSA BACKING-- - (TRIM TO LENGTH) MOUNTIN ANCHOR W/ BOLT FLANGE SEE DETAIL A) INSTALLATION NOTE: POSITION HOOD SUCH THAT T_ BOTTOM FLANGE IS A 1/2 D DISTANCE OF 1/2 OUTLET I PIPE DIAMETER (MIN.) _ BELOW THE PIPE INVERT. SKET MINUMUM DISTANCE FOR RESSED PIPES < 12" I.D. IS 6 ". EN HOOD RUCTURE DETAIL A ,ETAIL B) ffAm / / DRILLED ANCHOR HOLE SHIELD STAINLESS BOLT EXPANSION CONE (NARROW END OUT) HOOD SPECIFICATION FOR CATCH BASINS AND WATER QUALITY STRUCTURES DESCRIPTION OIL- DEBRIS HOOD SPECIFICATION AND INSTALLATION (TYPICAL) DATE SCALE 09/08/00 NONE DRAWING NUMBER SP -SN 'STORMY HATER POLLUTION REVENTION SCHEDULE EROSION CONTROL [,AEASURE I�AAINTENANCE INSTALLATION SEQUENCE TE1:,1P, DIVERSION SbULE &c SILT TRAPS AS NEEDED PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE ti111'EEKLY AFTER STORM EV'EPJTS AND AS PJEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORY EVEPJTS AND AS NEEDED PRIOR TO CLEARING AHD GRADING TREE PROTEn TIOPJ ti� EEKLY, AFTER C TOP P, � E EPTS AND AS NEEDED PRIOR TO CLEARING AND GRADING DIPG TEMPORARY DIVERSIONS 'MEEKLY, AFTER STORPy1 EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TDJPORARY SEEDING WATER AS hJEEDED AFTER ROUGH GRADING PERVANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSIOPJ CONTROL PJATTING WEEKLY AFTER STORM EV'EPJTS AND AS PJEEDED AFTER FINISH GRADING STRAW BALES ti�EEKLY, AFTER 5TDRPy1 EV'EPJTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORP41 EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD 8-r LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED • t; r REf�10 \IA.L CAF STRA' \fir BALES PJ A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REPiIOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED RD,10VAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Temporary Sanding and Stablizatian Dates Jan Feb M ar A pr May Jun Jul Aug Sep Oct Nov Dec ', t ESTABLISHMENT OF VEGATA TIVE GROUND G DYER. t t I ` ti` S ,5 1 ; ' ' :::, ,:,': ff t % :. : : ' - :, +;� ... FIGURE 5-3 1. � Temporary 5eeding:5 Kind of Seed ijlf %• }} r }f r� ff ' '% '. " 'r; Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1 /4 "deep .- � E'.'�' /' ,_ S 5 \` + + � fJ fJf f %;'Jf % , ' JI t + 1 ; \ i ,; '+ +, . ( �% i f J: {• /,•r frf: !l f r 1 f j• •J /,•fJ- '/ Jfrf i • t; r %, '.� % � � \ , *0. Sep --I--- � 1, , , 0 0 `�� j .-`' .-r ' ' ' 11-11 •-' I I . f/ f f:'lff" J iJ1Jf f f I. r {r t t , , ,-,•. �' i \ , 'J JJ/ ;f. :.•:ti }:ti�': :.:•y : ?:C s: •:{' 1 .J JJf::: \ VVV ` / / 5 5 , (A , , ' + � \ G G7" . ' \ \ S JJ 'Jf:rl {{lfr. f r ff l f1 J%' .-: •j �rJ. J/ // /, r.: '7::i:: ?' i i :ti. ,r.:•:tit�'v�:•-: I�: r:: is r' �•' ` / /:' ll JJ 'ff {r/ . Jfj \ 5 y +`` tt t \ ,\ + --� "- . S 5 i t' ' t 1 \ t5 \ i, \ JI.-' \ \ I +ate \ r: J:' rJ {.r // •' � f f %fJ. // f. /frf / {3�J •� r•{ / :' f fl +l:: \ �.ti�l ?J \1 � J. f " :'fJl.rf { //r ' { {f rr r f: f : ] 16 1 \ \ % , %, `-.:.*1a;'; � \ . .. -6 I y � Permanent \ : Seeding x i Dates � ' \ t \ ` ,,t 5 \ -, ' ti , •� Jj ' {r /' frff J. f �- ' rff rf j •Jr fffJ /f• .J r f / {ff 'rrf \ \ I •Jr rf: ::!.'. 1. J.Jiirf / / "Jf J: ", i \ + , i S+ ' ` * '�� \ 4 r� \ \ ,i t\; \ \ \ \ -'� ., G Goa \ ti k `t \ \ \ t + 'J r 'I f/ f f{ ;r J: ff,'' rff f J f {JJ . ;' S , +'1 t �� -� \ \ ' s` Ag , \ t +t] + ` ; / /JJ•%J{ / fr y :: iJ /�f \ \ S + /A." r `ti, t �� %f{ ':. j . • :1 r . --r . : J•{ r ! {f � �. •fr r r: Iff +' .fr { JJr ': 'f f /r'r r '� .' t ` \ *, 5\ y \ 0a 1 � t ti� 5+, t t � 1-1 t 5t t5 \ A Ate, 5 t t + ', i lf; f. :, J , ',ff .JJi { � %l %Jff /j /:+f .,;rJi : /f/ r f// f' r/: fJ fJ / rf//. f.f /f /'�• f l;f ff'ff f / ' �fJ JJfii % {.f+ r�{/:, /Jf;;l f f/ J'f'J' • J f r it lf: /. Jr; rJ. f jl ,rr frrf!rf J: J':r {J. {.Jf {f %f .�l,:r :;; ! rf Jr / J' / •J.. -:.'. f } /.f rrrt {f rff,lf - f / 1 t 1, , � ' ' \ 't ti st t ,� + + r f / f!'! • J f +fJ •: fJJ•:r jf!f Jr 1 j Jf:l /'l..:r ,f� rjr {F/f } J { J • /Jf// ....' : • f J : Xf lrf //}r{ r ff }rJf {j,JJ/ J.• •Jf {Jf ff: J : + ff }f j• f J JJ,JJ f { ff. sr // + \ , ]i ; \ ' i `' ' \` , \ S1 �, S t t s t; \ -0- \ ;� o oa s t �i t J • ffr f�f, 'fff. r fr',r . /f •fJJ f J, f :F• fJ f - { %if fff. J ... . f : r lr'f;•f f +.: f. /J ?r /ir f: { f l{': / % r s/ rff Jf r . .- � Jr %.' •. ffl.l • J fj J {fr /!. : J •} f // r f% 1f} r r {J J• }f frf /JJ J : /I/ JJf /' r fff I. fJ fJff ff J/ Jf /: f rfJrf r' I/j I : • F / /f,: 11 • f `' J•J , - r ; .. '• f {rJ ff/ f r f {J{:r fJJ }J J f/ f. f //% JJ + <;.:{:: �.�� - -=': :' '`;'.`4.'-'.-' Irrigation needed during this period. To control erosion of times other than in the shaded areas, - ." ,,..%,. % I use mulch_ " " Late wu m mer 53eeding dates may ba extended 5 days + t ' 66 �' *11 ` If mulch Is appl led. * * Increase seeding application by 50 /Q. NOTE: IOU LCHI N G REOU IRED tiIVH EN ACTUAL CON DTION S HAMPER THE ', t ESTABLISHMENT OF VEGATA TIVE GROUND G DYER. t t I ` ti` S ,5 1 ; ' ' :::, ,:,': ff t % :. : : ' - :, +;� ... FIGURE 5-3 1. � Temporary 5eeding:5 Kind of Seed 1000 Sq. Ft. Aare Remarks �"cheat ar Rye 3-5 Ibs. 2 bu. L:o�er seed 1� to 1 1/2" deep Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1 /4 "deep If 1-4vt nPa�Z;5QFy where mulch i5 applied, \ \ C' ° p ° . 0 \ \ o.� ,�0 °a • 0 ° O • 0 o °��o °,, I p °a•Q °a'.Z>° -'� PUBLIC ROAD ° • ° p a 'Q ".0 ° ' D cp a °6 ' 0. 0• O -O 0. 0 ° 50' (MIN) N. p° p . p "Q . p° pap a . p� .O U. a Q - 0 °0 - O °a . vQ . G a a°° , o 0a • v° a• 0 v a . 0 ° Q • o 0 • o v a C O - a' a° 0' 0. p° 0, p° a , p° a C p Q. p L ua . 0 "O , 0 a0 - G Q0 • 0 "00 0 a 0. . p•° a d + np •a o a , oa ° L a.vG•o D - o D.v °a .0 13 00 ° -c ° ,avD•pv¢,oa a � °o.� a a a o •Q ° o•o ° o o a a o ° a e o • o e ° ° • o ° " . p ° a • 0 ° Q . ° 0 4 p 00 , p a • a ° d O C ° L, .°v. ee . ° °. a . O ° . ¢ a° . a° . G Oa . 9 a ¢ a °.a a r�. , °O . O- ° ° o °. c a ,Q■ a.p a.00 -0 Q. 0Q. 0. c ° G°a. ° .a ° O•o ° O •o o a •o o Pea ° O• o o . °. .o , o a0 , p e0 , O va 9 0"o - 6 80 , O a0 , p Q. °QI ° ° ° °.0 ,z Q.0 Q. °a•() p.4Q.0a .00* ,- d• aO o v ° . 0 ° • a . Q 0. ? Q• G Q, p a. Q .a o !J Q oa , -a O vv a O .p. On . O° °'b °a:1o°6 °p O 7.a° °iap 9 °a a . o . a .o °.p ° "'>� :° _ Jo o v 0 o'f a•0 aQ -0Q •O . a - °a , o °a .7 °a oa I a ° e a611 (1�11I%4 ) ° o� G. O;,... 7 „_� „ °.° COARSE { .°: ° 12� (MIN) AGGREGATE / x GEOTEXTILE FABRIC TO STABILIZE FOUPJDATION (ESPECIALLY Ift1PORTANT WHERE WETNESS IS ANTICIPATED) -- a a � _ � a _ . J _ i l ■ ....� ■ ■ A = � A l ■ F" HIGH, 12" Vi ID E GEOTEDTILE FABRIC fl LLED Y!'ITH Na, 2 STIYNE. (FA BF I C -NU TEO 7D.i m c•i i t rrh inr r,% nn ir• nn i n nn r)-..T-r% rni i A i 1 RUN L; , .., !' ,, 91 Im - 9 NU UA LL t '` ' I., +ap' 91 pe- ' i / . + e' ` e ` as � + + - ." ,,..%,. % I " " + t ' 66 �' *11 ` ` + +60 - ,, ± S X . ', t t t I ` ti` S ,5 1 ; ' ' :::, ,:,': ff t % :. : : ' - :, +;� ... 1. � `'; 'S t1 A6 42 o- �r� 1a „�g2 `��ga - --�-, . - �, • ..f - ivl.....1 ';��kl - . , A-1 Z lam. ;5 y �, 5P . .- � E'.'�' /' ,_ S 5 \` + + � y 4 ;; +, + , t + 1 ; \ i ,; '+ +, . ( �% -L= I : % \� '�" v • t; r %, '.� % � � \ , *0. Sep --I--- � 1, , , 0 0 `�� j .-`' .-r ' ' ' 11-11 •-' I I . .-- . S C S + , t tt 1 j -'I,-- I C 5t S. '.r'' ° � i `'S ,5 i 5 4 i t t t , , ,-,•. �' i \ , I. 4 S '1 ` ; 'r,, r ,t `\ i,4 y \ \ � . 11 . .A ��. a \ VVV ` / / 5 5 , (A , , ' + � \ G G7" . ' \ \ S , , , \i + f J . \ 5 y +`` tt t \ ,\ + --� "- . S 5 i t' ' t 1 \ t5 \ i, \ JI.-' \ \ I +ate \ \ 1 11 ,, \ 'C \ \ �� \ \ \ 5 t e{q,{�� ] 16 1 \ \ % , %, `-.:.*1a;'; � \ . .. -6 I y � \ : : ; t' S x i t �� \ \ � � ' \ t \ ` ,,t 5 \ -, ' ti , t t i \ \ I t % ...too ''4 \ 5 \ '."-' \ % rq � I I 1 \ + , i S+ ' ` * '�� \ 4 r� \ \ ,i t\; \ \ \ \ -'� ., G Goa \ ti k `t \ \ \ t + + % , S , +'1 t �� -� \ \ ' s` Ag , \ t +t] + ` ` \ \ S + /A." r `ti, t �� . t ` \ *, 5\ y \ 0a 1 � t ti� 5+, t t � 1-1 t 5t t5 \ A Ate, 5 t t + ', i i % '4t t \ t • S ' % 4 '- ' ' t 1 t 1, , � ' ' \ 't ti st t ,� + + r rt %'::.-'-' $a19a .;"" + ]i ' 887 1 + \ , ]i ; \ ' i `' ' \` , \ S1 �, S t t s t; \ -0- \ ;� o oa s t �i t % t \ , C S, • p1 S t ` STORMWATER POLLUTION PREVENTION LEGEND 4e S Cl SILT BOX INLET PROTECTION SILT FENCE 50' STABILIZED CONSTRUCTION ENTRANCE SILT FEP-XE x x I/ , �` Iv ?;r:, , ,'L X Y Jp' ("1'L S7 ' x >� ti x I x 10' ± T'rPICAL T kYr"i 1^ A l T /"1 M ti /11 1 ti T/1 111 / P°1 1 1 r- I "'i : I ; ; . ? �j I fPS6 ;! I " Y! / 6 0 .. 9a a!► f, 1'� i �p �Q, r _( +� 015 f' f. ' 1 11 -.--ee--- / I fiU + / irf ,1 I 91 + - SILT FENCE PROJECT AREA �} ;'' 7 . �1 , f irf Z, 6° (TYP.} .. .. ... {. iif i; �a 'N '.... -'. I. -� ?y Beg ti �o -: I I ' .. I - r - 'T f, + +, :f - li � ji yt 1• l +. f��' cc ' A 6 ..... 0'. % � .... ' n - e% .. � -:- --------- -- -- 1- --- . * : �. 4. J a` , 1� asp°' \ ��q}�• + , S ' I. * .. � ' " ' I . -.11 .... - 11 - .: - I I I. , , / . y% i J :t � %% - .1 .. . I 1w, --�'�.- . - - .. / -1106 - - - - . . + 004 + ; 60 0" `' X11, �6g�a +: 1. I .... 890 e / /� *0 '\ + ;,I . 7 ...... . .... .......... ....... .... .............. / 1 � / x \ �, 11.T \ \;:� { -- gg8-------------- - ---_- / -A \ �"� C - 66101 / �:. + 69 f q + ! Q ` \1 . . 1 7,1 --' - - I 0 : : . I I 1 16 to I - . ; .. � \ : " . . . - - �' / ; ,: . i - --'-L -I- - 'i a 00 i -IL to I � I t 01 Y I I .... ... ..-.. ff i 8 t \\ \\ -t . \ \ "'. . . . 0 i .' i s \� \��\ as ' -... +�. .. I t i i \ :0 \ 3g;• f f \ :\ * tp-q . E Za + \ +: i ' t ° \ p p p a� 6� \ I \ _ \ \ o �,o - \ ..--------�"iii-------------�k---I . 6 ,C>- : . r d ° (r \ I I 1i1 -og �1 • , e d cps ° ♦ \ \ \ ° / i - ` :1 a . :.: :: / � :-� �� 4 -0 I . k-�' \ \ \ eo. e , N - / rr A'S 1 5�. A . 4 � \ I \ A : � + 0.911 pAl 8 d v o e e \ �' \ I �'1r+�q fj 0 ,'S aU . , I. + 63 + e r ° o o + � + aa1 \ \ � \ / /, 'r � 11 .11 . 'It \ �� 0 �% 1. . ,.,, • . e \\ 50' STABILIZED \ �\ `flo li �, I I 3 9 er _ \ ; r tf .� \ CONSTRUCTION -"_ \- \ / ;t 0 , f,. , ., .* % - - . -1 \\ ENTRANCE \ \ \ ` / ',`1\ +.. %'. - 0 + 4 -1 -' SLOCK F +0 \ - + -a \` \ \ \\ , :% '\� "' 5:a ,\ Al .. - I FIN. FLR = 891.00 F ' \ \° \ `�"`_ 1 -: +e� 1. \ / / '" "' \ \ \+ \ �0\ ,S �, \ fr \ \ ' % 3p ° a �l + �1 \ \ \ '% +4 1 , I + ° \ \ \ \ .0 ` %\ `\ if \ ;, +a�' P „ , I 4 .4 - 4 A 1. � St � A .9\ � \w d r f ♦ h , It ° \ 15 5 . 16% �' N b'r ' I \ ' ..... . S N ,� V . . % % � \ "-� \ '\ . �'-' �' - � �' \ .. 6600* O °O t � � % , S 1 \ �� \ \ `11 \ `1 I 1 1. \ " \ '\ � / r\ ]t \ r�. \ ` PROPOSED 1'2" ST. SEW. `tt `1 \ \% 5 / I � �. � \ \ \ ,- I \ 1. �� ' . � \ .A Ar \ \ / Al. {� o \ �'' \ \ \ I V \ \ '�, + \ � 5 // t SILT BOX INLET \\ \ I �5� \ fi% \ \; `� ,as9� t1 PROTECTION .�''+ r� \\ e \ Ex. 12° sT. SEW. 1, \` + \ ` . - t/ ` _ % / + + ' � ,' \ r \ 1 \ \ \1' \ \ '-'/ ` I S \ t -0' / / \ .`\ )• r` 890 \ + � / ' \ \ 't , f, . �"- ' \ _";;; / / to. ° � ; I. \ .�' ' \ \ / / / / \ '' I � % \ . \ t� J. -ter 5 \ / / / .+ \ \ ,.,,' S t / -- 5 h ,-" t i \ t / / / l `Y' W'-' ] � + , \ t \ / / / ��j / / . 4F � .per,.' \.r., D^' ,� t I S / / / \ .. \ 1. , ,S" ' t / / / // / . t \ ' ; + ,--, , \ + / / / / / } \ + ter'' , t , / / / / �, CQ \ --•'`� . ; +1 r .01 / / / / ��,6 /� / �aJt -`j✓ I fig(; g I �, % , 1 ''" , +S i / / / / ,' 9 I / ' +t 54 55 + r ` / / /// // 'o' //� // 5 �0 � / \16 \ \. 11, .'�" I/ " ..' .01 oe � 'oe .10, ""� Il *0- 1� - \% ) 05 + S ` '+ // // 890 / / f. + If-, ` / / / i y / / q�' l' 'r I I % '� \ .0e +ate / \ / / ' +gag• \.' / t / �,�,/ / t S 1. .0o' / /1 t / t / t 889 1t\ /'< / / \ ~/ +a�6� ti / \t -• a ``+ o- 'e, s / /� �e ' - - - - 889 - - . • _ , / / \ _ / / +aa + t1 / / / y / / /}sag' - - _ -- 889 - - - _ _ -/ % \ % S / / / / / f g / , 11 6a�° S / / ;, + t, it / / / 889 / / / / "-:� l 1`! '' _. / 888 / / ;yam' � t- .• / t , . + / / �; \ \ as 5 . / / .1 , f / / � \ , ; / / ,: ,� % { "� �, \ \ t , :� +�19 S WP P P A I� 45,1 -- g 1 l , 1S. / , \ ' ) �/ , t \ ` `` //' ) ) ) )) S `` ``, . I + --f = 30 -O !NORTH - - jy - Z' , X15 g� / t �; 5 5' ".. � 1 I � . . \ !� t 1 15 30 60 �` ` � �`" %% � faa \ , % '� i r / + g6.. ,r , i S F J + /� r f': If / J /::: x / ' JJ �I • T PROJECT AREA = 2.07 ACRES '"� 2 0 GENERAL NOTES 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NRCS. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE COUNTY. 4. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL AS INDICATED ON THE PLANS AND REQUIRED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL MEASURES & RECORD KEEPING AS REQUIRED BY THE NPDES PERMIT FOR THE SITE. 6. THE CONTRACTOR SHALL KEEP THE STREETS CLEAN OF DEBRIS AND PROVIDE SWEEPING OF THE STREET AS REQUIRED BY THE CITY. 7. IN AREAS WHERE WORK IS COMPLETE, PERMANENT STABILIZATION SHALL OCCUR WITHIN 3 DAYS OF COMPLETION, AND IN AREAS WHERE WORK HAS TEMPORARILY CEASED FOR 21 DAYS OR MORE, TEMPORARY STABILIZATION SHALL OCCUR BY THE 14th DAY AFTER WORK HAS CEASED. 8. STOCKPILES OF SOIL OR OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN 3 DAYS SHALL BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (i.e. PERIMETER SILT FENCE). STOCKPILES TO REMAIN IN PLACE MORE THAN 30 DAYS OR MORE SHALL RECIEVE TEMPORARY STABILIZATION. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT BASINS OR SILT TRAPS. DEWATERING DIRECTLY INTO FIELD TILES, THE WETLAND, OR STORMWATER STRUCTURES IS PROHIBITED. 10. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. SOIL STABILIZATION MEASURES SHALL CONSIDER THE TIME OF YEAR, SITE CONDITIONS AND THE USE OF TEMPORARY OR PERMANENT MEASURES. 11. SOIL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC DISTURBANCE OF UPLAND AREAS. 12. AREAS OR ENBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1 V, AND APPROVED BY THE ENFORCEMENT OFFICER, SHALL BE STABILIZED WITH SOD, MAT OR BLANKET IN COMBINATION WITH SEEDING. 13. ALL STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED, BY AN APPROPRIATE SEDIMENT CONTROL MEASURE. 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 15. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE MAINTAINED AND REPAIRED AS NEEDED. THE PROPERTY OWNER SHALL BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND REPAIR. 16. A STABILIZED MAT OF AGGREGRATE UNDERLAIN WITH FILTER CLOTH (OR OTHER APPROPRIATE MEASURE) SHALL BE LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT -OF -WAY, STREET, ALLEY OR PARKING AREA. ANY SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT -OF -WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. 17. SOIL STOCKPILES SHALL NOT BE LOCATED IN A FLOOD PRONE AREA OR A DESIGNATED BUFFER PROTECTING WATERS OF THE UNITED STATES OR ISOLATED WATERS OF LAKE COUNTY. 18. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE (e.g. SEDIMENT TRAP, SEDIMENT BASIN, OR OTHER APPROPRIATE MEASURE. 19. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER OR GOVERNING AGENCY. \ SL "I \ t ' t + , S 4 ' S t ' t \ \ 1. ' \ ' NN O *NO II W :E Q U V) w ... W w V � v) m � o� w U D 7" :�E Q Q � � � Q W � O Q Z Q z � � I w = O � U Q � � U z D � � w w O � 3� z ■ O0 140 140 qa 04 � ® 140 661- U) � �; q � N CO 1 < ;-.; V q t O LL. ® Do < 4* ♦. q M 0 � C O V = O O 4 hm M 140 �E � Z m 1 � O CO Q,sz_c�, m .� n 3: () a. Lo1.V 0 < Lro- v a � q r-%� - d ------ Z Q J Z O Z *NO W p i w � r--� o rn C) z O Q ::D �-- J C J O m Vi I— < (.D 3�w w Z -11111 Z � Z O Q�-- V) • ® t0 1- O mmi ::D o 4) O LL c) � E 1. (,r) � 0 Q 0 � � _�� Ll- Q) V 0 V -+- ,CD O V) b) � O t� .0 � 0 0 144 - •- 1 Lo � � co 00 C) I\ O <L0 C00-C: (`7 ==� r-- c)I - w L" Q) C .4 •0) w .� U Revisions PLANNING SUBMITTAL 09/07/06 QPLANNING SUBMITTAL 11/03/06 Drawn By I Checked By Scale Date N.T.S. 09/07/06 Job No. zoo 6 -z 7 Sheet No. Cl .3 Revisions PLANNING SUBMITTAL 09/07/06 QPLANNING SUBMITTAL 11/03/06 Drawn By I Checked By Scale Date N.T.S. 09/07/06 Job No. zoo 6 -z 7 Sheet No. Cl .3 Drawn By I Checked By Scale Date N.T.S. 09/07/06 Job No. zoo 6 -z 7 Sheet No. Cl .3 STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index Provided Below A2 11 "x17" Plat denoting lot, boundaries and streets is provided separately. A3 Project Type: 1 Restaurant Building A4 Vicinity Map: Denoted on Sheet C1.0 A5 Legal Description of Project Site: Denoted on Sheet C1.0 A6 Location of all lots and proposed site improvements: See Sheets C1.1 to C1.3. A7 14 Digit Hydrologic Unit Code: 05120201090070. A8 State or Federal water quality permits: None. A9 Specific points where stormwater discharge will leave the site: C1.2 A1O Location of all wetlands, lakes, & water con and adjacent to site: C1.3 All Receiving Waters: CROOKED CREEK Al2 Identification of potential discharges to groundwater: None. A13 100 year Floodplains, Flood ways, and Flood Fringes: See Site Development Plan Sheet C1.3 for location(s), if any. A14 Pre - Construction and Post Construction Peak Discharge: Note, diescharge accomodated in storm sewere and detention system provided by Plainfield Commons Phase IV 10 year Pre - Construction Peak Discharge (Total) = 6.97 CFS 10 year Post Construction Peak Discharge (Total) = 10.77 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Sheet C1.3 for more information): North: EXISTING COMMERCIAL South: FUTURE COMMERCIAL East: EXISTING COMMERCIAL West: EXISTING COMMERCIAL A16 Locations and approximate boundaries of all disturbed areas: See Sheets C1.3 for locations. A17 Identification of existing vegetative cover: EXISTING SITE STRIPPED FOR MASS GRADING. A18 Soils Map including descriptions and limitations: See sheet C1.4 for soils map, description and limitations A19 Locations, size and dimensions of proposed stormwater systems: See Sheet C1.1 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None. A21 Locations, of Soil Stockpiles:. Stockpile areas shall be located as far away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from any property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See C1.2 for existing site grading and drainage patterns. A23 Proposed final topography. See Sheet C1.2 for proposed site grading and drainage patterns. B1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents ground in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. . B2 Sequencing of stormwater quality implementation relative to land disturbance activities: PRECONSTRUCTION ACTIVITIES 1. Call the Indiana Underground Plant Protection Systems Inc. ("'Holey Moley") at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography in the areas along the perimeter of site. More specifically, a silt fence shall be installed along the southern and eastern boundary of the site as shown on plans. 3. Inlet protection shall be placed at the curb inlet north of the site, on the access road. 4. A construction entrance shall be placed per the plan location. 5. Establish construction staging area for equipment and vehicles as far from detention ponds and swales as possible. 6. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NO1 and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for or that 15 days or more will be stabilized (seeded, mulched, etc.) immediately. 2. After completion of mass grading, final grade and seed pond banks, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install underground utilities. As Storm sewers are constructed, install inlet protection measures. 4. Upon completion of utility installation and inlet protection, proceed with parking lot construction. 5. Once pavement and curbs are in place, install inlet sediment barriers. 6. Once inlet protection is in place, final grade all areas, and install permanent vegetatoin per Landscape Plan L -1 & L1.1. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheets C1.3 for locations) and Sheet C1.3 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C1.3 for locations of sediment control measures and Sheet C1.3 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C1.3 for locations of sediment control measures and Sheet C1.3 for construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C1.3 for locations of inlet protection measures and Sheet C1.3 for construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C1.3 for locations of runoff control measures and Sheet C1.3 for construction details and specifications. B8 Stormwater outlet protection specifications: None required. B9 Grade stabilization structure locations and specifications: None required. B10 Locations, dimensions, specifications and construction details of each stormwater quality measure: See C1.1 for locations of various stormwater quality measures and Sheet C1.3 for construction details and specifications. Bll Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C1.3 for locations of temporary surface stabilization measures and Sheet C1.3 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C1.3 for locations of permanent surface stabilization measures and Sheet C1.3 for construction details and specifications, and landsape plans L -1 & L1.1. B13 Material handling and spill prevention plan: Purpose The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. D's c r e Includes but is not limited to, any spilling, leaking, pumping, pouring emitting, or dumping. Naviaable Waters Means all waters of the United States that are connected with a navigable stream, lake or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream] Plan Review and Amendments This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: Crooked Creek 2. Drainage System: West Carmel Marketplace 3. Possible Spill Sources (during and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: NONE Alert Procedures for Spills 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 371 - 233 -7745 Toll Free 800 - 233 -7745 Also, the National Response Center at 800- 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill . - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c.) Notify the City of Plainfield Fire Department Phone: 9 -1 -1 d.) Notify the City of Plainfied Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters 1. The owner shall be continually kept informed, maintain lists of qualified contractors and available Vac - Trucks, tank pumpers and other equipment readily accessible for clean up operations. In addition, a continually updated list of available absorbent materials and clean up supplies should be kept on site. N 1 O O N 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 814 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove and sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft. depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. . 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches have the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, reseed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Top dress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets 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. B15 Erosion and sediment control specifications for individual building lots: See Sheet C1.3 for Construction details and specifications for erosion and sediment control on individual building lots. Cl Description of pollutants and their sources associated with the proposed land use" Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing, and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams silt fences etc., only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lakes(s) or storm sewer system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 5. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the home owner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: C1.3 C4 Location, dimensions, specifications, and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheets C1.3 for locations of permanent stormwater quality measures and sheet C1.3 for construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: ADDITIONAL STORMWATER POLLUTION PREVENTION- . MEASURES VEHICLE &EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry clean site ". The best option would be to perform maintenance activities at an 'off site facility. If this option is not available, then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications - These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send equipment and vehicles off site for maintenance and repair. Sending vehicles /equipment offsite should be done in con junction with a Stabilized Construction Entrance /Exit. Outdoor vehicle and equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft. from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stock pile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at start up for leaks, and repair immediately. Keep vehicles and equipment clean, do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases used for oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper fueling and clean up procedures. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local governments should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, stryrofoam and other materials send transport and package construction materials. Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas on site. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the the construction limits of the project should be collected and placed in watertight dumpsters at least weekly, regardless of whether the litter was generated by the contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft. from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMP's are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMP's subject to non - stormwater discharge daily while non - stormwater discharges occur. Inspect construction waste areas regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not washout concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 ft. from storm drains, open ditches, or water bodies. - Do not allow ronoff from this area by constructing a temporary pit or bermed area . large enough for liquid and solid waste. - Wash out wastes into the temporary pit where concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications The practices are implemented for discharges or non - stormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation (stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management. practice (BMP) address sediment. only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. SEDIMENT BASIN Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins , are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation. Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. SEDIMENT TRAP Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. GRAVITY BAG FILTER Description: A gravity bag filter, also referred to as a dewatering bag is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Ap priate Applications: . Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementations: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. D D Z �__ - r.-�. "WCARWINION WA) FLOOD &SOILS MAP SCALE: NONE Br - Brookston silty clay loam, Soil Description and Characteristics: r 1__!, ... I .... I ..... .. - I _ I �- 1 I I .1 .. ... -, .... . 1. -.1111--l-.1- 1 I.-1--l-I , '' I' � 1, .1 - - , , I Z Pco }I m Ch The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations 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. CrA - Crosby silt loam, Soil Description and Characteristic: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations 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. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening, or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site condition drawings and details for specific information related to the proposed infrastructure improvements on this site. SOILS DESCRIPTION &CHARACTERISTICS EVALUATION FOR CMISTRUCTION ACTS A tr ❑fined indh -idual shall perform ❑ - AeFlltten eValuatian of the project site. a. By the end of the next business dray follo-aing each rainfall that exceeds 0.5" b. A minimum of cane (1) time per -�F eek Project Name: Nome of Trained Individu ❑I: Is this, Fvnlunhon folln,,iinn n rnlnfnll yp "- Date of Inspection: hJn If vpc,- IleifP fhp rein Onnnpd- No. PROBLEM or CONCERN YES NO hJ A 1, Is the site information posted at the entrance`' 11/03/06 2. Are all nece-33ary PCFMILE attained and s ecial rovisions beinq implemented? }. la a construction entrance installed" Is it effecti� -e°? la it enauQh 4, e streets are glean? 5. Are a arc: riate ractices installed where sto-rmwater leaves the site? 6. I Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to hi her rOund? PFGPeFtY joined at ends? °. I Sediment basins and tra s .are installed OCC017ding to the Ian? The pipe or rock ,,zpiIkNiay is functional 9, The earth'e,lork for erosion and sediment control practices is properly graded, seeded and/or mulched? 10. Diversions s -e ales and/or %piaterbars are installed to plan and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet pmtecfim is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so ,grater does not flo�v under it? 14_ The frame, cr❑ss- br❑cin and /or stakes are ade uate and meets ecifications? 15. The fabric, straw, much and/or stone is intact without hales or tears? 15. 1 Catch basin insert protection is installed v-here required? 17, pediment has been removed from the notice? 18_ I S- e.,cles and ditches hove been stabilized or protected? 19. 1 Story v %iciter outlets are adequately stabilized? 20. Temporary stabilization of distributed around has been addressed? 21, Disturbed areas that �,-dl lie dormant for 15 days are planned to be protected? 22. All protected d OFM a n t areas meet a m in lm u rn 701% coverage 23. Gra.1iing ve etatic,n has sufficient ~dater arid /or nutrients to arm -i? 24. Permanent stabilization of disturbed qround is progressing through the ro'eat? 25. Final g Fading and stabilization is progressing on c m leted areas? 26. The soil has been PFOPeFly prepared for seeding? 27. 1 Hard of soft aFmoFinq is installed avhere n0tur01 vegetation vdIl erode? 28. 'Noter pLimp ing operations hove a protected outlet and discharge. %picifer is clear? 29. A designated %picishout is established for concrete trucks? 30. 1 A dram ster is onsite for trash dis oral ? 31. Fuel tanks and other toxic materials are safely stared and protected? 32. Smaller construe titan sites not required to file a separate NCI are corn I in _ ti,,ith the overall Ian? � 3. 4. ALL PROBRIS OR MICERNS NEED M BE ADUESSED UTH A CIMECT11E Air 1 K91 dentify the problem by number and /or pro),,ide additional explanation as needed. Developer Representati�e contacted, name and date: Contractor Representatkee contacted, name and date: Report Submitted by.- Date: Date: Date. w 0 ::) m �__ w 12 0 (D Z m 0 D w N (Y) O �O d' Z w :E Q U w w V) 2 f- o o� w � Q � I p IL Q ~o W Qz :E < J (D W = :E U 0:� Q :E U z l_ l__ V) 0:� LLJ 0 3: z 6 o° � t==_ V o _ 1 :1%0a CJ) MsfiN a� D I r%% a st O tJ ® Doo" < YC '40 to Z }' q o co <0 = = 0% V r = O �E. Z IMq Q � - �N ® ZE2 . 3: V O = � () L O < O D a a F- ,� I �� tl1 0 _: Z Q J z O �__ Z �O W p > ft-� Wr%%... � O O%S Z CD OJ Q �__ �_ __ J J :E O m N �_ < (D ?:W w Z :2 z 0 � Z Q �__ V) � - 0 r�" 1� o � � o . (1) o D CY-) W v) 0 1°-�r» oU Q C) � � V_0° a� C 0 : 0 0 44 � L° Ln W) . D o, 0 < 0 cY D C'? C 0 � 0 co 0 op . ') r- cr) �-- w t2 Q) P �0) w .� U Revisions PLANNING SUBMITTAL 09/07/06 QPLANNING SUBMITTAL 11/03/06 Drawn By I Checked By Scale Date N.T.S. 09/07/06 Job No. 2006-27 1 Sheet No. Cl .4 N 0 0 N TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE - DISTRICT REVISED 09 -01 -2006 OFFICE OF THE HAMILTON COUNTY SURVEYOR o 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be ®� and materials. Pipe shall be installed in accordance with Section 715. conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of AST NG FRAME AND COVER As SPECIFIED; the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe the sewer line being tested. N,QN' ASPHALTIC MASTIC shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of SEAL B WEEN J INTS: •, 12454B. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least PRECAST CONCRETE ADJUSTER RINGS IF' .•+. NEEDED (12 INCHES OF RINGS MAXIMUM), 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are ' 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test 24"� DIAMETER • through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified shall be performed with a nine -point mandrel. Proving rings shall be available. •. „� �� '�, •, ECCENTRIC CONE . OR REDUCED � CAP AS REQUIRED BY SITE in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section - CONDITIONS• CONE TOP TO 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as 13. All mandrel testing shall be observed by a professional engineer representative for certification and atATCH ADJUSTING RAN PROFILE. ,.. defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum representative of the District. crosssectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be g FULL HEIGHT MANHOLE manufactured by Harco or equal. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a STEPS As ` SPECIFIED. low pressure air test without leakage. 6 MINIMUM 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section • 720. O -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above �;. • NOTE' riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring � MANHOLE cONFORMs. tested for leakage in accordance with ASTM C 1244 -93, Standard Test Method for Concrete Sewer line of the pipe and from this point to 12- inches above. Manholes shall be placed on no less than 6- inches '_' TIO ASTM 478 Manholes by the Negative Air Pressure Vacuum Test. of No. 8 crushed stone bedding. O-RING GASKET NON- • �: C� ASPHALTIC 'MASTIC OR ,'•: 0 A. Installation and operation of vacuum equipment and indicating devices must be in accordance 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. BUTYL RUBBER SEAL DIAMETER, S SECTION PRECAST . p g g p Air JOINTS. ••` CONCRETE SEC3'[GN �O �. with manufacturers recommendations and performance specifications which have been provided mot' by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly .'.` I z testing the entire manhole, including the casting and riser rings. protected and /or barricaded when left unattended. ,.,. •,*; . PREFORMEDL MOLE TO MAXIMUM B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall _ .'.± OF PIPE O.D. +6" WITH W 13ENCH WALL AT MINIMUM •� *: _ NON'- SHRINK CEMENT GROUT. open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in 16 r PEIt FOOT SLOPE. BENCH ;. .. accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers WALLS TO BE CONSTRUCTED_ C. Accepted standards for leakage will ► • R_`'. •r cce ed sta da ds o ea a e ill be established from the elapsed time for a negative ressure shall be plugged SPRING LINE OF PIPE. .' Q p g p p p gged with screw type mechanical, braced plug until such time as all tests on the sewers have 0 from ten 1 inches t w • * ' STRUCTURES ARE TO BE. change o e (0) c es o nine (9) inches of mercury. The maximum allowable leakage rate for been completed and the Tines have passed all punch lists. •�: `� ;';�` �, � -. . ',. °_. , � *;�� Q`RO[TTIaD FiJ.LLY, TROWELED \ a four 4 foot diameter manhole must be in accordance with the following: • � ' .,.,,. ;..� ' .,�� `;'•` SMOOTH AND, BRUSH FINISHED-LL 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. • ` '• *' R LJJ ' REINFO CED BAIL PRECAST EASE 6? 1 ` ` ON CENTER :OR W UJ (D Minimum Elapsed Time for a+ e,, PER si*JCT orr +••' '`',•'��•' ' � APPROVED. ALTERNATIVE � \ • r, .. Manhole Depth Pressure Change of 1 Inch H 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also 48 V` p J g t AN I LE BASE SET: V) 3 MINIMUM (0 10 feet or less 60 seconds hours notice shall be given prior to doing any testing on the sewer. O.N. � � OF 2 sToi�E �/ > 10 feet but < 15 feet 75 seconds > 15 feet but <25 feet 90 seconds 0111. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be - O m Q self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof STANDARD A N H O LE O` Q For manholes five (5) feet in diameter, add an additional fifteen (15) _ r, f� �-- castings shall be Neenah R -1916 Fl and stamped SANITARY SEWER. THRU I- 0 W seconds and for manholes six (6) feet in diameter, add an additional F R PIPE: SIZ 1.2 4 W W z - thirty (30) seconds to the time requirements for four (4) foot diameter U Q 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Q manholes. For all manholes deeper than twenty -five (25) feet, the (DRAWING NOT TO SCALE) Q En ineer will determine the a licable minimum ela sed time. Minimum Constructed Slope 8 -inch 0.400 10 -inch 0.280 12 -inch 0.220 15 -inch 0.150 18 -inch 0.120 � 0 06 � J r) g pp p 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as HAMILTON COUNTY SURVEYOR S 0 F:F GE, D. If the manhole fails the test n p p I FEB 2002 W O C) necessary repairs must be made and the vacuum test and repairs must construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer REVISED• ! �L � be repeated ntil manhole z � the u e passes the test. and be available on -site for observation by the District's Inspector. No more than three manhole sections S ��N W can be constructed in advance of such measurements. T`AN.� RD ' Q Z E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled PPROVED• Q ATE O and the joint sealants replaced. �EIkrT�N c. w�l� } x�►�iLm °r€ COUN/SURVEYOR � �-- 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other z affected sewer sections shall be reconstructed to meet such minimum slopes. UJ _ F. Manholes will be subject to visual inspection with all visual leaks being repaired. - 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The LL. 5. Butyl rubber coating shall be applied around each manhole joint from 6-inches above to 6 inches below w• w• Q z contractor for the building or home ill extend the ire from this terminus to the building cleanout adjacent each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to to the building. U = be filled with precoat plug material. Q � V) W Q 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or a pp roved equal. TABLE 1 TABLE 1 W W O Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and M1NDv1LTN1 SPECIFIED TDWE REQUIRED FOR A 1.0 psi; 2 Z primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the SCALE: NONE flange of the manhole casting frame. DROP FOR SIZE, AND LENGTII OF PIPE INDICATED o �o 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the ® O %0 Engineers representative should a discrepancy occur between plan grade and existing grade. New 0% manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The Pipe Diameter Ire. IV inin lun Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Lens .h (L) Shcnkrn, min :s MANHOLE CASTING SCHEDULE w NEENAH 2 or .1772L ALL 01MEHSIONS ME SbOWN IN Ems, tMXTRICI. FI�T�RIAEi CAST �r �� ASTM �,�.�, ��s$ 3� EAST JORDAN 1 Q 4 5 O r 10 2 2 FINISH9 NOT P00TE4 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0 -380 L 3:46 3:46 3 :46 3-46 3.46 3:46 3:46 3:46 % STANDARD PLAN APPROVED -. CST 25S�ac. KetaTON c. waRn. HAMILTON COUNTY suevEyoe' nAr� C T - 2 .40 398 0.854 L 5:40 5:40 5:40 5:40 =:40 5:40 5:42 6:'4 8 7:34 - R 1642A 1.520 L 7:34 7:34 7:34 7:34 7:36 S:52 10:0,8 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11 :52 13:51 15 :49 17 :48 � 1'' 11:0 9 199 " .x.415 L 11:L0 n 11:0 24 11:� 14:15 17:05 19:55 22:4 7 25:38 15 14:10 159 5.342 L 14,10 14:10 17:48 22 :15 26 :42 31:09 35:3 40:04 18 17:00 1.33 7 -692 L 17:00 19:13 25:35 32:03 26:27 44:52 51:16 57:41 11 19:50 114 10.4'70 L 19.50 26:10 34:54 43:37 52:21 61:00 69:45 75:31 24 22:40 99 13.674 L 22:47 34:11 45:34 56:58 65:22 79 :4b 91 :10 102:33 2'? 25:30 88 17 -306 L 28:51 43:10 57-41 72107 86:32 100:57 115:57 129:48 30 25:20 80 21.366 L 96:3`7 S3:95 71 :13 89 :02 106 :50 124 :38 142 :26 160:15 33 31:10 7? 25.852 L 43:05 64 :38 86:10 107:43 129 :16 151:43 172 :21 193:53 1 36 1 34:00 1 86 0. ?68 1 3 L 51:1'' 76:55 10234 128:12 153:50 179:29 205:07 230:46 ..� o = � co o CID Nr- Wc� E vcoV F... -C o co ��ao O ZO Q C) r- � v, ® w O - 0 o a� 0 0 .OFFICE OF THE HAMIL70N COUNTY SURVEYOR OF'F'ICE OE THE HAMILTON COUNTY o U) © ro 0) 0 V y-o N 'CLASS 35B• -ASTM. A -48' (4) ENGRAVED F[ ® � D © � C) ,- � Co � O TYPE` B'.RECESSED POCKETS ' lr2'�,a. a � � (4) !' C15mm] 01q: ANCHOR BOLT � �-- HOL65 QH A 33' [638mm] DIA, B.C. a N -� ,� a o Z� Q� (�CO•- MRAVED LEtTER' V O ,, ^ r- cry E- w LO (� ❑ La p n 0 Q Q ❑ sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post,. set immediate) above the said termination point. {2 }carCE?LEO P;CKHOLES a� Y p Q ise APaRt, PER wF -z 64z . ❑ ❑ 0:0,0 ED 22 314t• � s= ❑❑❑❑❑Cl Lu C 0 _ 0 0000 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SPECIFICATIONS . >- �T 2' 151mml RAISED LETTERS ' SCALE: NONE FLUSH 0 .TQP.'SURFACE OF L10 ^ _ IN OPEN PSCKHOLE 'MADE � USA- Revisions "No PLANNING SUBMITTAL 09/07/06 E 1:7 /x' C�mmJ FULL RADIUS - PLANNING SUBMITTAL 'r 011V 125mm] ANCHOR HOLES 11/03/06 I LO 27 5/8'C702mml ON A 29.5ie,1752mm7 B.C. SLOPE AWAY E 4 ID E i 26 1/8' C664mml E FINISH GR ADE � � 26� [;660�) �2 -- NOTE. CONCRETE APRON AND CASTING SHALL BE • q r Fn �M 1 L 2 4 I18' i fi l 3mm7 E n PRECAST CONCRETE ADJUSTING RING 1 C2�rnma -� I� P. � � E INSTALLED SO THAT THEY DO NOT MINIMUM 1 CLEARANCE FROM TOP OF CONTACT THE LATERAL OR LATERAL CAP. N Q 24" 3�• I835mm] DIA. B.C. CAP TO BOTTOM OF CASTING E T 111111 `- DIA. DOUBLE ROW OF KENT SEAL �� to 21 [534m 4 ANCHOR HOSE OE,7AIL �_ _i. NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 FULL, SCALE ; MANHOLE STEPS PER SPECS T 1 "7 WITH SEWER ON CASTING A t3: STACKING LUGS � � , 344 �1 » a E 2' CSlrnm] LONG 'X , s £ e ilm " INFISHIELD UNIBAND �, WA --- 6 PVC CAP FINAL GRADE BUTYL RUBBER WITH INTERIOR JOINTS AND LIFT HOLES y L [25mm] WIDE �t • SHALL BE SEALED WITH NON- SHRINK N -{- ,, I►, • , d L v\ Imo, PLASTIC WRAP COVER E 24 ifs+ [613 m� , 96 i\� / % �/ / \ /� \ / GROUT PER SPECS, V E25mm] 36" x 36" x 6" CONCRETE / \/ '`\ ` \'` \'` '` \'� a 28 '12: [ 724rnm3 4 APRON WITH FIBERMESH /;�/ �, 6 PVC PIPE >°.- SET BARREL JOINTS WITH RUBBER TYPE GASKET �s 41st t5min REINFORCEMENT. / JFIALL CSt JIHMI'tV JHNI IHKT JtVYtK HIVV hHVt I�LVJtU BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. PICKHOLES. FRAME SHALL BE SET„ ON DOUBLE ROW OF 1 /2" ; KENT SEAL, OR SINGLE ROW OF 1 KENT SEAL (SEE a MANHOLE CASTING SCHEDULE). • MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE DURA SEAL III SPRAYED BITUMINOUS COATING OVER ENTIRE a OR APPROVED EQUAL. PRESS -SEAL, EXTIRIOR SURFACE � � KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE ") INVERT DEPTHS OF 14 FT. OR GREATER. 48' -0" 6" MIN. COMPACTED #8 STONE ;� MANHOLE CASTING SCHEDULE w NEENAH 2 or .1772L ALL 01MEHSIONS ME SbOWN IN Ems, tMXTRICI. FI�T�RIAEi CAST �r �� ASTM �,�.�, ��s$ 3� EAST JORDAN 1 Q 4 5 O r 10 2 2 FINISH9 NOT P00TE4 EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF A l NOTEt�ALL 01MENSICNS ,SHOWN ARE 1N ENGLISH MATERIAL'S .,CAST GRAY' IRON ... ASTM , A -A8. OLA55 350 EAST JORDAN 1050 M F1N[SH$ H AMILTON COUNT S:UL RN EY��'�S OFFICE 34' C864mm] • • • MANHOLE SLOTTED GRATE. I�ND - FRAME CASTING X 6 X 6) (6" " " TEE-WYE ._.. . • . . . r- �T, . .rte. - rte ft.-, • ► iiT' • r% %.# e-.�. &erg» ♦ .IM I I • % it nI �e-�r� N w N Y2 KENT SEAL OR SINGLE ROW OF 1 KENT SEAL % STANDARD PLAN APPROVED -. CST 25S�ac. KetaTON c. waRn. HAMILTON COUNTY suevEyoe' nAr� C T - 2 � P1cicHoLE EWHT F . ,1Q.,1V,a,. 124. NO PAINT 1.0r ruT_ ,.n.. MANUFACTURER SELF SEALING WATERTIGHT • Q Q NEENAH - R 1642A - R-1 916 F1 y\ \/ "ZI\, e a e Q Date \yo ,� \Z • MANHOLE REINF. PER ASTM SPECS oETAi � " ot�aRTER s ACE N.T.S. 09/07/06 EAST JORDAN 1045Z2 1045WT FLOW --► � JFIALL CSt JIHMI'tV JHNI IHKT JtVYtK HIVV hHVt I�LVJtU BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. PICKHOLES. FRAME SHALL BE SET„ ON DOUBLE ROW OF 1 /2" ; KENT SEAL, OR SINGLE ROW OF 1 KENT SEAL (SEE a MANHOLE CASTING SCHEDULE). • MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE DURA SEAL III SPRAYED BITUMINOUS COATING OVER ENTIRE a OR APPROVED EQUAL. PRESS -SEAL, EXTIRIOR SURFACE � � KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE ") INVERT DEPTHS OF 14 FT. OR GREATER. 48' -0" 6" MIN. COMPACTED #8 STONE + o� approved by }iamilton County Surveyor's Office (DRAWING NOT. TO SCALE) FIFL UTA. FLK FLAN & FKUr ILL BENCHWALL SHALL B E CLASS "B" CON C. NEENAH 2 or .1772L ALL 01MEHSIONS ME SbOWN IN Ems, tMXTRICI. FI�T�RIAEi CAST �r �� ASTM �,�.�, ��s$ 3� EAST JORDAN 1 Q 4 5 O r 10 2 2 FINISH9 NOT P00TE4 HAMILTON COUNTY SURVEY0''Rr��.7 OFFICE A l NOTEt�ALL 01MENSICNS ,SHOWN ARE 1N ENGLISH MATERIAL'S .,CAST GRAY' IRON ... ASTM , A -A8. OLA55 350 EAST JORDAN 1050 M F1N[SH$ H AMILTON COUNT S:UL RN EY��'�S OFFICE CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS • • • MANHOLE SLOTTED GRATE. I�ND - FRAME CASTING REVISEB� 9-25-06 ._.. . • . . . r- �T, . .rte. - rte ft.-, • ► iiT' • r% %.# e-.�. &erg» ♦ .IM I I • % it nI �e-�r� w STANDARD PLAN Cr T:-1 . % STANDARD PLAN APPROVED -. CST 25S�ac. KetaTON c. waRn. HAMILTON COUNTY suevEyoe' nAr� C T - 2 Drawn By EWHT F . ,1Q.,1V,a,. 124. NO PAINT 1.0r ruT_ ,.n.. ol, �� j�� 6' SEWER LATERAL #B STONE BELOW CONCRETE f�� f' %f %f %�� % %1� APRON TO PREVENT CLEANOUT TYPE 2 SETTLJNG. EXTEND TO UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) NOTE: OUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS ARE TO BE 6" SDR 35 GASKETED PIPE ALL CLEANOUT FITTINGS ARE TO BE SDR 26 JFIALL CSt JIHMI'tV JHNI IHKT JtVYtK HIVV hHVt I�LVJtU BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. PICKHOLES. FRAME SHALL BE SET„ ON DOUBLE ROW OF 1 /2" ; KENT SEAL, OR SINGLE ROW OF 1 KENT SEAL (SEE a MANHOLE CASTING SCHEDULE). • MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE DURA SEAL III SPRAYED BITUMINOUS COATING OVER ENTIRE a OR APPROVED EQUAL. PRESS -SEAL, EXTIRIOR SURFACE � � KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE ") INVERT DEPTHS OF 14 FT. OR GREATER. 48' -0" 6" MIN. COMPACTED #8 STONE + o� approved by }iamilton County Surveyor's Office (DRAWING NOT. TO SCALE) - .uur.i: sLo -. ♦Ka coin ii1 � Or approved b Hamilton Count Surve or's Office (Df2AWING NOT TO SCALE) r v y HAMILTON COUNTY SURVEY0''Rr��.7 OFFICE H AMILTON COUNT S:UL RN EY��'�S OFFICE MANHQLE ULID �!I� CASTING REVisEn g "2`06 MANHOLE SLOTTED GRATE. I�ND - FRAME CASTING REVISEB� 9-25-06 j APPROVED' � �%" �5��so� k�:NTOrr . waRa,�Ai��iTON couNTY suRVExos p�T� STANDARD PLAN Cr T:-1 % STANDARD PLAN APPROVED -. CST 25S�ac. KetaTON c. waRn. HAMILTON COUNTY suevEyoe' nAr� C T - 2 Drawn By Checked By I.D. Scale Date N.T.S. 09/07/06 Job No. 2006 -27 5 SOLID LID STORM CASTING 6 SLOTTED LID STORM CASTING 3 CLEANOUT 4 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY MANHOLE Sheet No. C�.S SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE