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HomeMy WebLinkAbout06090006 Civil Construction Plans Section Five Rcv. 9/1/2006 DOCSs a rn Ln 0 0 N N 00 O 9 c; d 0 U i rn Ln V) 0 vi LOCATION MAP OPERATOR ON N.O.I. LETTER ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 CONTACT: RAYMOND H. ROEHLING irincv SHT. DESCRIPTION COVER SHEET C001 C100 TOPOGRAPHICAL SURVEY C200 SITE DEVELOPMENT PLAN C300 -C302 STORMWATER POLLUTION & PREVENTION PLANS & SPECS C400 -C402 STREET PLAN & PROFILES / INTERSECTION DETAILS / TRAFFIC CONTROL C500 SANITARY SEWER PLAN & PROFILES C600 STORM SEWER PLAN & PROFILES C700 WATER PLANS CONSTRUCTION DETAILS SANITARY C800 -C803 STORM STREET LANDSCAPE PLANS REVISIONS SHT. DESCRIPTION Z cef Z w i Q w 0 ir w L SI EP ARIC SU: � si CTIOO tF1 I E 141ST STREET SCALE: 1 " = 200' 0 � C) q b [) 6 tp SOILS MAP CrA CROSBY SILT LOAM Br BROOKSTON MmB2 MIAMI SILT LOAM DESIGN DATA 26 LOTS _ 24.135 AC. TWIN LAKES CIRCLE WEST TWIN LAKES CIRCLE EAST SPEED LIMIT: 25 MPH 1.08 LOTS /ACRE DEVELOPED BY: ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 FAX** (317)571 -9153 CONTACT: RAYMOND H. ROEHLING PLANS PREPARED BY: 655.82 L.F. 825.27 L.F. STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 CONTACT: EDWARD E. FLEMING EMAIL: EFLEMING@STOEPPELWERTH,COM GREET PLANS CERTIFIED BY. 09/01 DAVID J. STOEPPELWERTH DATE PRlIp-FCCirlKini ['nir,inirro COOS NO. 19358 STOEPp�'' -'.,, J1STE/� ''• �` ' oQ- . ''Q. cep �• • ��► No. y, 19358 z ' ; -o • STATE OF ,Z ,1-4 %ft 4-- i0 a 00 N N N 0 N Ln M` W 0 M J rn 'D > vI U =^ CL 12 Cn O O H 0 ,--1 U rn V) tko M \ „i r , f �.. ix y i•• +. r t 1 x1 Ix. i, k \ I. ,. t .. l x " M ,. ' ' r, \ .. 'i i ,, ' w -- , 7 � �\ I m; _11_1 - ,. 1 \ 4 II k r � i r y t i _--- .: K ",. ,. <N, F_r� J­ i 11 ­ ,f' .. r,' -11 e. i, j r 1. \ , , / ' /F i 'v : _i .. m % 1 r ; t i t i 't .rl: ' k x } \ - ,L , i f._ ) ;, t a ✓ : D .. 7 } ;< L. s i 1. I r., i _� , mmm __m_ y : l 'a .. -. -n i. I \ t , : . e' l' tik F ", ' t y - I \ 'r ' t i t f \. ' i ,> I ? f I , :.-F f Y DBL. CURB��INLET, ` { s F S m f ,r �k T.C. = 913.82 m,I: - } A��.. t , � ., -/ ENV.= 908.90 S � ;. >. r'r N V. = 9 08.90 'SW ,__w . I I f i Cl;j i t .y... . .5 r _ __ 3 ,I I . ., .L^'.Y - .- ,a\ / _ I _ _jn a .� - " S , I 0,; ,a`} i " v , r �; K. 1- �1 f / V i � �� ti ��� \ .\J f ` >` `� �� JT S ,. a \ �1 �� I 11-1 .01 Q . ' S. a /a - 't �\ i^, t ``\ . , a� k � f nIj- �: '', , .> ' 4 f k 1 } �} ; `� I� t'- , , 4r i v : i i y. 1 Y `: X % u e �"c S f r, f\ x ' k r . ;, i i } i t $ # *i ; t x _, o � 31 > t F,. Fa � I A: <'} +� }i I t I i 2 '. k I t .* ' 1. , k _, k n. . ., .. � y : R yY S1 I a :Y I` \, •I ,i t F :-'' y i"', bxf ° f -i P 'r• r`. #o:.l 1. '' t.,.F Va`. 'C... ,:.t... ,. f '.+,,.,% 'i i .�. «� N. r, A , Y } A ✓ -1 �.r , 1, '` 1 t. `i «w E a f F: , h 4 . b''': i t, ' ... 1­1: . ,. ..gym✓ �.` i^ mm mm -_ . m! ". i r .r ----------,..----_--.._..---- _.------ .- .-_...�..-:.:..._ - ""--- . _ -- - _; .n yw F, --- .,_m_m- mm..mmm --- -_-- -- 1--- ..----- - - - -,- v ,t . ) ' i - ., f fm W. �H\ L % STREET ET _. «m . ~_. m, m_.___~ 1. �, 1_ . = ,.; -....,„_.. - ----- -. -_ -- _mm_..._ m m r _ 1. .. .. .. ..___.:. :- :- s..,x. _m x .xx - -- ".. .'. ---'-- • -° - -- °m_°_ ,r - _.•m -- . % :_jm_. x., - \:�.:..-.,.._n-_,n .- :.n- mm_mmmmmm. _,..wm.n„mmm. ., <.�' "F . , <.,. _____ _.._ -..~m_ .. _ '� .. 3j �_� :.J ,. t .. l x " M ,. ' ' W r < 1. - .. -..... e :. ,.., _. _ % f Y LEGEND - ;,;;:`� �'�.. >00o FLOW LINE FIRE HYDRANT 41 ..- /, ,a � ,« CA TV CABLE T.V. LINE Q MANHOLE r ., y ?_J -- ; ` ` .,- �.,Z,x= i " --f r'" 3 ❑HE OVERHEAD ELECT. LINES LIGHT POLE \; i I k 3 ,\, A o < ° I S V. < x `\ � } E BURIED ELEC. LINE ❑ CURB INLET �_ Y ' i' k' i !, ;; t X FENCE D END SECTION t_ E I 3 r^ 3 3 W WATER LINE °E.P. ELECT. PEDESTAL 1. 3 t , G GAS LINE °T.P. TELEPHONE PEDESTAL ; F:\ x' i _t !, z T TELEPHONE LINE TREE 0 `_. 3 ". s # .t SANITARY LINE x �so.�o SPOT ELEVATION :, I t t �� "' _.<` � 790 --�� STORM LINE CONTOUR LINE I V. �}_ ti f t Q WATER METER M.B. MAILBOX # 1 3` E' 1 1 r ,t i �` „. `I �.A� " WATER VALVE /1* k _r ; . :�'i "k s` % -, _, \^ (fi TO TELEPHONE MANHOLE B -20 APPROXIMATE BORING w F '` , . t` 'r GAS VALVE ,'l,.j., } t. t r k r. (f) I _t- �� .`G ;a (iI ; { � _ 3 r P.W.P. POWER POLES w.,_.. 9 ! i 7 11 e:< f ""•"..� I 4 r5 91 t. } f 1, .t � i k } i` 5,."..,.f if' 4 r �_ r i ,<,, r i 7 7 Q 1. " I \ {{ x{ I O J 7a F I k ; ;R ' r l k...r' �. -gym" , i i 1' � NOTE T❑ CONTRACTOR: w (n +k, I i° 3`ay } !f CONTRACTOR SHALL VERIFY DEPTHS ❑F ALL EXISTING N ii�,-- Y I I � lf, ,lf ,�_" ❑NSITE UTILITIES PRI ❑R TO C ❑NSTRUCTI ❑N TO C❑NEIRM CIf ZD __ I yr j > "�F,- ! F T2, f,'f Y 1..% '�. .^ J THERE IS N❑T ANY CONFLICTS WITH OTHER UTILITIES, 77 11 , H11\ `z ` `�:��� r -f: - - ` ' STORM SEWERS OR STREETS, CONFLICTS AFTER CONSTRUCTION ^ V I o - e • `F `i3�3 =� ` J .BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY, 11 < I O It'' ,,,.,,, j 1 l t E I )) Y h i r i.:: i i k � ,� ; 11 j. } 1 1. 1 (/) (n 11 . f It, .r.i - I � F r N---, X % I S, .� fl Y� f sfj r p l K 48 i ;. � E I ?r } I Ll C', , %r a � i " 5' 7I Y x }_era t # i k ' , 1. 7 < }i k y { 48 \ ! n �• F, - %` d t # k _� LEO ' z`' I \ $ \ 1 f 1 r tt! ` f _: 2 - *.r 1 k i } ;i I t \^, r < t \'S , < i 3 AJ ]jF i < j3 , N i 7 I k I i �.. s 1°, { i 1 7{ I -p `:< ti ; ;: I ; I i '-< i Y f 11 i 3j `F A' >- x._ t t t t ill •• Q) ` ,, # ;= SCALE: 1 "= 60' t& ,..Fa i # '� s - F . ys 'I ;c, r` `'Y' ;k Y \ ,- BENCHMARKS: , F.r 1. - } 11 3 % i ✓, i a a ' t.. < -\ 14 r 'I f �,.�l i x rF r<m •1 _ _;^ {, `� :.f. i ' _^ is ii j $ Ii`; i ' { `� I * 7 i i} HARRISON MONUMENT FOUND ©136TH ST. AND TOWNE ROAD. 11 f \ t . i `^ �,. 1 �, t f !,> !!f f i I j �1 !, t 1 llj 1 I � j }}" .y 1 ELEV. = 910.91 t \ M k:� y "� ( 7 11 i:: ?+ , .�� j f: f °; �� k iIj HARRISON MONUMENT FOUND @ 141ST ST. AND TOWNE ROAD. } i' " 3 f r "r - ijjj 1 �� t F P 3 {` t t S 3 v s n I i ,�- 3 ELEV. = 911.36 r\ i �_S , S i\ , r }. 3 < - .. / < F t } ' t r ^'!. } �. r J } -' S &A 1 - R.R.S. SET @ 24" TREE (SOUTH SIDE 1' UP FROM GROUND, # Iii f {'t {{' Y�'} % .1 S.W. CORNER OF WETLANDS @ THE LAKES @ HAYDEN RUN t G i I ii " i1L ' ii $ < } i ' ' ki ` s f'' 1 . ii '' ELEV.= 915.88 'l t m r' V � q : k J � t S &A #2 - R.R.S. SET © WEST SIDE OF TELEPHONE POLE, 3RD POLE 0 'V ; -„ ` O 'I �K , NORTH OF 136TH ST. ON THE EAST SIDE OF TOWNE ROAD mmmm- - i } \' , _ > m_mm, _ _ � f } } < v a } A it 3 ELEV.= 907.84 " . w T S&A #3 - R.R.S. SET @ WEST SIDE PWP. #198 -293 w /LIGHT @ EAST ! 3 �' a 3 1. j i # ,-- , '`F ' �: SIDE OF TOWNE ROAD AT THE NORTH PROPERTY LINE ADDRESS, �. , m� �:; "'i I� - . 1. N ' . r APPROX. 600'± SOUTH OF 141ST STREET. } 11 11 41 ___,: ' i 1. x , _`' ;5 . f. t i . ) I ELEV.- 912.91 1 11 .' _ , �;r,r F t S &A #4 - R.R.S. SET C� SOUTH SIDE OF PWP. #838 -1623, 4TH POLE 1. _ / `'; a. F. ,i 1r ` \F .. ` 1 WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. 1 1. r \ - 7.. /� I i t d 3g ,� 'ri! `« .. r i ELEV.= 913.80 I t / \ } ` " ~ -_- 3m i p l S &A #5 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1629, APPROX. 150 ± I ' Y ? k WEST OF ADDRESS #2828 ON THE NORTH SIDE OF 141ST STREET. I t- ✓:, s ` b ? \ _. > i , r`A,a s i S : I .+ w ELEV.= 915.97 _ f , «1, * \, 11 tt \ l _`l �; < i --* .1, *- ­1 = ,. , � Iz F S &A #�6 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1635, APPROX. 2000± WEST _ t a ,',�` .' { <} r i . , 1 OF DRIVEWAY ADDRESS 3121 ON THE NORTH SIDE OF 141ST STREET. `i I s ��_ F % r_ �I i -t."', ELEV.= 9 20.14 , 11; <- i rA. { P h ;; �� ' `�� '�' `�°�`�' t .{ S &A 7 - R.R.S. SET ©NORTH SIDE OF A 30" TREE, APPROX. 35'f EAST > ' .. �" 11 t s f. .:F r t OF THE S.W. CORNER OF THE RIDGE AT HAYDEN RUN TRACT ON G , .. I` }f ', THE SOUTH PROPERTY LINE. S r, I 1 ' Y' 1 a. C ELEV.= 917.99 3 did ; , \ '..e V t. \ <.m 11 ' i I x 1, f ; f, , , , ,-,,- 1. ' S &A #8 - R.R.S. SET © WEST SIDE OF A 18" TREE AT THE S.W. CORNER i F .i, \$, I I. F • i = ` < r �, -k 3 r:< t I OF THE HAMPTONS TRACT OF LAND. .11 r ! % _ .r , t .11 Z­ , xl t ELEV. = 916.46 11 j �; V. i t 'r r. t i<� , i i C 4 1 i j ° G i !; ! r- r n F t'\ >' ,a a Vl� \ ^. 3 �< \� : I f EARTHWORK: 1, } i:`, ' t , ` 1. �. . _�_, I y 1. \ t ._ � I f t ! EXCAVATION 1 3t :.i �. t < < r , ' ,,.i ' !nil A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus 7 .. f ! r %, f- I= I] .. excavated material not required shall be removed from the site. I. f ,- 11, ti try # r F .I % B. Provide and place any additional fill material from offsite as may be necessary to produce the grades ,} i {t I ; ; M f ;~ F required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the > � r '. source approved by the Developer. It will be the responsibility of the Contractor for any costs for m 'r , � "\_;;: 11 11 fill needed. 11 , i.; r> ii i t:i � °� 2. I REMOVAL OF TREES I '\%, . i r `.. ;,.`�, I „\ ' A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and I ' '`% stumps shall not be buried on site. P j a T r '_: ' I -:, Y, f 3. > Y PROTECTION OF TREES j! i z _ ' \� , �;4 l t : � _ j I A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value I 5 \r1 i x and worth which do not impair construction of improvements as designed. ,IR, ` • r i I y B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with `f \":; f ` ` �\, I ` °�. ` r � " � 4 I t\ l\ 1 respect of protective measure to be taken, if any, to preserve such trees. j t r i e. a. '� ; ` 'x , � ° ° -% 1. \ G _ `,, 4. R REMOVAL OF TOPSOIL > . , , _,rte ?- it �,. ` ! f 1, .� 1. � to be I t A. All topsoil shall be removed from all areas excavated. M I - t j V i,`., I :, # . I i I Topsoil should be stored at a location where it will not interfere with k t I i� construction operations. The topsoil shall be free of debris and stones. " F� I In A t - t r ;, , t I " � "- ., I~ '> 5. UTILITIES I �. i rf a � i _,, ` � , , I 1. t. x�_ .. . 1,� 1 � .. A. Rules and regulation governing the respective utility shall be observed in executing all work under "F� 1. -; k ry' „t . r. ' this section. i i I i _t_ I I 1 B. It be the of the Contractor to determine the location of existing underground rk 11° ;'I it, i t ' �' : '' shall responsibility utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free `, a .. .; �� 1 s, v .,�"' Y i,, ,i. ��. 1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. \- _ Maxi} V 1 .-' is• i 1: I 1. r t- , `w �., t 6. SITE GRADING ! ,_ t f i ` t _` r ` a. v r�\ ='° ' �, A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area ,! < ; I. I I (i{.:da k to subgrade as shown on the drawing. s Y i 11 _` 4_2r. , I , � I. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas 1. I .1 y shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom F I \ F�✓ 4 r x r" _ ,. .,,, ,..., of banks and other breaks in grade. ' ' I G , `.'- C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so l t I that field measurements and spot elevations can be verified by the Engineer. The Contractor shall I ����� ' not remove his equipment from the site until the Engineer has verified that the job meets the above ,, Y °j T .ia / , , I `� }.:,r I x �` FORM 1. tolerance. EARTHWRK >_ M W z O > of Q L 0 . STOEPP4� •,.* % ftft a�- - o • y ; W. -ft • • ♦ • • No. - = 19358 = 11 . • 0 z .00 0 We -0 STATE OF • 00 • • A oft 10 __4 t .� :\tz #. ,4f� %% , Y4NAt �. co O W r- \ � • C T J Y t.%s . . 0 W > J � I Q U Of Li U 2 (f) U 0 C) Cf ) Q (of) O J 0 w (n W > U-) N ii�,-- 0 CIf ZD CD C-,4 u7 I .< ^ V I o W rn o ,�o 00 , - U O Z a r _ rn �O /\ cc (/) (n .J z N---, X I N 48 � 0 Ll 48 (.n _� LEO u7 CD o oo %%_101 W W Z -p CD Ln M •• Q) 7 L W Q� .5 C) oV � r` 0 F-- W J CD z J (0 • = Q o � /T1 \7 ♦ Ir n %___.�, Q) O a- W W cn C:) z �. o N U Q Z Q D Z >_ W � :D Y V) Q > J � I Q U D O 2 (f) U < W Q (of) (OD J 0 0 H J W Q U DRAWN BY: CHECKED BY: BAH EEF SHEET N0. S & A JOB NO. 4176055 ri a) C fu M L to C:) CD Cn 0 fu Cn '0 E M 0 w 0 (V 4a I- V) CD C:) V CM "0 ..__0 Ln V) C:) M qTnPU rWAOT S TR. N0. TYPE T.C. RIM INVERT DIRECTION 176 YARD INLET 909.00 904.13 N, S, 177 YARD INLET 907.50 904.54 W 178 YARD INLET 910.00 905.02 N, S 179 CONIC. END SECTION OO.f 905.50 S 180A CONC. END SECTION ........................................ . 905.50 E 180B YARD INLET 909.00 906.02 W 198 CONC. END SECTION ................ 905.50 SW 199 YARD INLET 911.00 905.99 NE NW 200 CURB INLET - w/MH 913.80 909.50 NW ,S 200A CONIC. END SECTION CD CD 00 905.50 906.95 W E 200B YARD INLET 910.00 201 CURB INLET 913.80 909.80 NE 202 MANHOLE 915.50 906.61 SW , SE 203 CURB INLET w/MH 914.00 909.1 07.08 NE,SE,NW 204 CURB INLET w/MH 914.00 907.20 NW SE 205 IYARD INLET 910.50 907.72 1 SE BENCHMARKS: HARRISON MONUMENT FOUND @ 136TH ST. AND TOWNE ROAD. E L E V. = 910.91 HARRISON MONUMENT FOUND @ 141ST ST. AND TOWNE ROAD. ELEV. = 911.36 S&A #1 R.R.S. SET @ 24" TREE (SOUTH SIDE) 1' UP FROM GROUND, S.W. CORNER OF WETLANDS @ THE LAKES @ HAYDEN RUN ELEV.= 915.88 S&A #2 - R.R.S. SET @ WEST SIDE OF TELEPHONE POLE, 3RD POLE NORTH OF 136TH ST. ON THE EAST SIDE OF TOWNE ROAD ELEV.= 907.84 S&A #3 - R.R.S. SET @ WEST SIDE PWP. #198-293 w/LIGHT @ EAST SIDE OF TOWNE ROAD AT THE NORTH PROPERTY LINE ADDRESS, APPROX. 600'± SOUTH OF 141ST STREET. ELEV.= 912.91 S&A #4 - R.R.S. SET @ SOUTH SIDE OF PWP.#838-1623, 4TH POLE WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. ELEV.= 913.80 S&A #5 - R.R.S. SET @ SOUTH SIDE OF PWP.#838-1629, APPROX. 150)± WEST OF ADDRESS #2828 ON THE NORTH SIDE OF 141ST STREET. ELEV.= 915.97 S&A #6 - R.R.S. SET @ SOUTH SIDE OF PWP.#838-1635, APPROX. 2001± WEST OF DRIVEWAY ADDRESS _43191 ON THE NORTH Qr)F OF 141QT QTDC-C-T - ------- - --- ---- ------ ------ .......... --------- ------- LEGEND D - ----------------- EXISTING EDGE OF WOODS ------------- ......... .................. ...... . . ... ............ ----- . . .............. -- - --------- ....... ------- - - ....... ------ - ------- ------ ------- ---------- ------------ ............ .......... .... ...................... . . ------------ . . . . . ....................... ........................... . . ..... . . .. ...... . ..... . ... ... . ........... .. ....... .............. ----- - ------- ------- ............ ------------------------ - --- ------- --- -------- ... ....... ... "141'ST ---- STREET . -: --------- 7 A) ---------- ------- EXISTING CONTOUR ----------- ----------- ------------- ------- ------------------------------- - ------------------ ----------- ------------ --------- . ..... ..... ✓ ----------- --- ------ -------- ------- -- .............. > EXISTING SANITARY SEWER F911.5 Ex. 18" R.C.P. EX. 24" R.C.P. I F9_1 OT-M 0 0 0- 0 0 0 0 0 0 0- 0 a - ) )4 - 0 0 0 0 0 0 a 0 0 0 -0- 0- ......... ...... ......... ------------- XISTING STORM SEWER APPROXIMATE LOCATION OF ;0 EX. 21 R. C. P. 0 0 TU LZ- ALM ON D LEGAL DRAIN -------- XED0 ®�0 0 i 0 0 0 0 0 (Ar PROPOSED GRADE C _`E:1 ­,E] El ED 0 E.1/ E:1 0 ED �c 25' D.0 L.M.A. E. 3UTT7 3s 2' N.A.E. MATCH EXISTING 0 10' ASPHALT PATH > e--�625' D.0 & L. M. A. E. 0 870 0 PROPOSED CONTOUR 4011/ B. L. PROPOSED SANITARY SEWER 9T SCALE: 1 60' 4n' R �909 '� \ y PROPOSED STORM SEWER 908 . . . . . . ............... 907 0 906 5 000 goo 91 0 ........ --- --- 4N d 14 <000 PROPOSED SWALE 916 91 1200 . ... .... 15 12 j /A 200 0, - ----- PROPOSED 5' SIDEWALK BY HOME BUILDER) 40 913 (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON B 145 L.F. 12" R.0 P. 0 1 -00% ......... 44 -- ------ ----- ------ -- AREAS) .49' 0 C. A. #2 7 15 D.U.&S ". 1. 1 i,., 1 100 LOT NUMBER 0 i. r ti PAD ELEVATION VAR. D.U.&L.M.A.E. 0 H 874.1 o� V, zI % PAD SIZE: 60'X60 it ! > I (UNLESS OTHERWISE NOTED) I.. V M.F.P.G. XXX.XX MIN. FLOOD PROTECTION GRADE } ' � w� / � \ / f • .,<. tr � ,R a K t� �� F i ° j 7 F j i � `.S f : "� :.w�: i ,..w�,. ; � 4 � , , "_ e � ! J I-, i 0 0) J (0 D 60 0 14, 156 \ '; ;'; U, co I LAKE #5 -� ?-, ?,I I � 0;-, DENOTES 4 SUBSURFACE DRAIN TO LOT 0 �a F9_12_._0_j I I L4 A-1 f 006044 4,1 916.1:0 C) 0 0 03 w N.P.= ?05.50 155 DENOTES 6 SUBSURFACE DRAIN M D 4, to ROLL CURB 2 YEAR EI,'EV.= 905.94 �,� � � �: 916.1 10 YEAR ; F I F V = q In P-. ? r-� 0 j 0 BOTTOM' ELEV.=897.50 , 0j, �S� � � �� `° ;; {�f` }` � ; '' 100 YEAR ELEV.=907.33 > (0 541 '11 4�, V i i- (D 0 - �N _ . '�� ' �F_ `\ S � o \ r 4` "�" w • f ' i r 1 4j i (10 n U4 N," 7N 0 TE: • LA -350S 001 t 0 00 N 1., h :I CIO w'� 157 V)o 6-r I 5• 09 0 8 /w + zi! 0 0 915 *8 0 b / ( re '• Ia s Cn _o 3 154 F " "" ,_w__ o h , F i .� F C. A. #27 40 .° , -r ---- 15164•„ n "_ _ "_ __._.,.... .,.,. � 915.7 198 0 Cn I b 0 f '.1%. 1 4 _",. , VAR. D.U.&L.M.A.E. R 0 0 . MFPG=909.3 15. 0 " i r t 2 0 > 9 Ar 180 115.4 L6 IN. z B 'r 1 •08 9 G>000P 03 L. F. 12* RIT P 50 156 .5 QQ).E. V\ 4 C4 JOS .4 158 00 C. P. 0 I fj /0 0 1 8 I } _ " ELEV.= 920.14 4000'"_ J8 5 D 0 915.0 U s. A� 24. j3 #t i F 50, 0 4� 99 /w 0 S&A #7 R.R.S. SET @ NORTH SIDE OF A 30 TREE, APPROX. 35'± EAST rn 0 THE SOUTH PROPERTY LINE. OF THE S.W. CORNER OF THE RIDGE AT HAYDEN RUN TRACT ON E QD �' 13 ' &S. 0 C\4 12;# � � � `, . i i ELEV. 917.99 I�A jr1P _j IR 205 Q5 153 0.40,s,, I�Jf 236.95' D. V 1% zo • S&A #8 R.R.S. SET @ WEST SIDE OF A 18 9,11690 0 0 w �� tn2: TREE AT THE S.W. CORNER .0 C\j 0 fl OF THE HAMPTONS TRACT OF LAND. 0,;i MFPG=909.3 0 20 10V -,so 152 25' ELEV. 916.46 0• 915*5 '� I X" t 2o d �; ( Sa. MFPG=909.3 > dc. L)8,0, r { } j " °s : �i w _,, O ° / / N o L A 159 _4 0 0.0 0 cl; cf? C466 _U X 92.31, 151 914.8 (o --,u: 0 0 CO > ^o 0 42 .98 1 915­9 cD \ ; d1 f , } r w x 0 I ,� ;. 544 'A MFPG=909.3 J� A to V- 14. 09 111, 1 4-00 0 oo; . 91 r' `_ Y``i • "_ ". { A `__ lO L. F, 0 i`` I I� 0) 0 ° 91 3 / 3,• �.: 9�5 0 m \ •� •� �.��• 0\1 -n 0 00 I f 0 1. 0 2o, D f/ Lj q CO • 4 -� �; �_� � -." r \ ✓' - k �° ( i ,. t w `'. "� _ ". . -� - " . 4 . i " ,. .Y, ; # . } } _.. r Y "w.�r }' C. A . x -� N f a "ti. •9 o \ 0 � �„ < n _ " 77# (-n 0 25' + 150 160 x 0 0 916*4 0 11 �­ , ,, v. 0 0 0 K 0 MFPG=909.3 F I I 914*8 165 j 1\ ­#2 A 8 r C,4 9156,, ',, % .: n';:3r } I t �k ' P i.: ,..'::r.'J a- } f ', i VAR. D.U.&L.M.A.E. ^t\ f } P. 1,33 .5 + 1 54 o) J 166 14. .2 I � \ -o -� V_ jv• 0) r- F 178 9• 0 0 00 .7 Cn _° , i _" O o ' ___ . � � S, i ' , }� � M< i l w ` 3 I f{ .: _n F 7 149 W \ k :6 it s `t `r.tt „ .1 w + � s �� ��° 0 a , t, "._ R - ^'_, % � 1°' \ 916.4 00 LA 0 0 '914*7 161 5 MFPG=909.3 �4I f j N I z 0 fN U) 00 (-n w S ASS c 9�3 \ r,. x t EX All I I z / Q0 f. w.. d' .1. `n Q k ti 9 U -:9 3 • ♦� .- % L4 'i, `St at '', ` ¢ t ti 1 R x< :t t ` t9 q 4. X -7 , } � 5 >k ': i _., - "v 'y" ."^ :_ r -, \ - w� .;rr \ j 31. LJ X . 915r 9154 135.08' z N ' 15Y co 14 ...... lop 140 M vs 164 167 Cn t k Y }4 t ti " ." 1 r g 1 , �'`` f'r 5� 913.8 7) Ln 00 0) :-4 04 0 0 00 0 CN 0 Cn 914*5 9167 0 I i 00 le 0 0 CN M 59.1 0, + CU Io� C4 70' /2) /w un + V F1 MIN. FLOOD PROTECTION GRADES OF ALL STRUCTURES FRONTING POND #2 SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YR. LOCAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS GREATER FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, ETC.) ALL PADS SHALL BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. ANY OF THESE TILES WILL NEED TO BE LOCATED; BREATHERS SET AT THE PROPERTY LINES, CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY TILES EXTEND BEYOND THIS SITE, THEY WILL NEED A POSITIVE OUTLET TO CONTINUE TO FUNCTION. NOTE- A 6 S- S.D IS TO BE INSTALLED UNDER AND ADJACENT TO THE STONE SHOULDER ALONG 141ST STREET AND TOWNE ROAD. N 9 co 4 p3 i F �_ 44 j %U 4:11 �,_� ; _ NOTE. 162 0 148 „ ; ; w 285-69' 'M "_ -- -- - -------- } t } a ......... L14 4 r 914*0 L ju 1 U.V 1� ---------- --- I rj I I 1 915.9 WIDEN SOUTH SIDE ❑OF 141ST STREET AND THE WEST ,..,. �:� C� 0 , �s ", } a ��,, ...: �_ '____ � � b -� o' --------------- ------ - - ---------- - ---------------- ------------ r t �� i � i; r , i I t t :�. . -------------- - ---------- ----------- -------- 11 <�M �� •� ,36 \ 9 2js\ 4' N O 0 M / /a o 0 niJ / / / qs r `' \ N _ ,., 0 O N - N c p o o I o . n+ I N o ,^ 0 -------- 7' 0 SID E OF T W NE R A D TO 15 . . \rA „ s i \ < -f jk '-0/' FROM TT O EXISTING Cn (0 & .1 7 r, .01' 0 CENTER F1 P P A\/P MFNIT \./TTI_ A '- D n 01 05 CIO '0 0Z 915. --- --- SHOULDEK 3 00 M 916*0 to ACROSS ENTIRE FRONTAGE, ____ __ - ------------ ­ ------- ...... - ------------------ -------- -------------- ------ - -- - ------ ....... --- ............ EXISTING ­-GRADE-/ 100 YR. ELEV.=907.34 10 YR. ELEV.=906.32 1 2 YR. ELEV.=905.97 905.50 P.= PROPOSED GRADE N. 610 z - TOB=91 0.0 3 3 10 3 3 10, L 2' MAX. 909.31 40' BOTTOM ELEV.= 897.50 EMERGENCY OVERFLOW CROSS-SECTION LAKE CROSS-SECTION LAKE #6 SCALE: SEC71ON ')A"-'$A" 1"= 50' HOR. I "= 5' VERT. Nj A 0 iLn 0 0 % �►+y, � a 0 (10 913.5 a] J rr F Ex ,j'r , . s I ^ jl T 9 (D 04 o 01 147 MFPG =913.3 00 U-) ` x j 0__ �T 915.3 vi a 0) 0 ? 1? 4 • e! Fn I i f �j C-V/ ------- 0 Cil L0 0 0 0 ., _" 0 - - ------- , \ •,, " .. \ � ' -\,�" Y , ' \\. . � +^� ' '. ti`, `-, �\ � '''..,� '.. ,.-. , h', \ ', „~ :w *` ' "� ` M ' aw, W M\. M . /,� ... ". •,. "n -^ , : t :., }2 7 �, � • // I /Ve- 135.01' I � ''^^ -9 % f 4'. N 0 14 -4 169 9 1 5. 3 It" 00 a i i e J i ij 1, CO PO :0 x, Ja ` 30' -B 0 1 0 - C J O o Pr ;' 'a t i MFPG=gl 3.3 0 Cn 0 0 50, /w 136. (.C) -------- �33.5 146 ------------ (A cn (A + 914*5 ° a! �:F�� ?i 4 I r . S s , `f S pp 11 .o \.N M L___j a. 0? J'e 0 di N, 0 0 0 EX* LAK #6 3.6 N 138-32 ;^ N.P.= 906.00 '1 E iX 3 (0 15" P 0.30% V 5 T cl� 8 0 2 YEAR ELE V. 9 0 7.79 0 YEAR ELEV. 909.2 7 /V fi: 0 N001 100 YEAR ELEV. 9; . , I I el J 144 0 0 k kk X. - n._ bOTTOM ELEV.=898.00 it ! < 5 0 913*9 ------------- NJ C 0 ... .. MFPG=gl 3.3 f----- --- -- ------­-­- ------ - ------------------- ... .. /' / o . ....... .. V rV 0) .. ........ 0 • NOTE: 01 �S\ 0 C� --TO BE j .9 C Q) RAISED TO,_91 ;T 144 \r �k (0 > 0 536 �` k r 000 MFPG 913.3 E� 914.2 rl r 0 �4 0 0 0- j' 1 J ! :. � C i.. / .! e/` : r of EX. ' >� � / ;r 160 � 71 fl, 0 rri R jj 0 x r 1 0Y f I w 0 R e I C. A. #2 7 VAR. D.U.&L.M.A.E. z :> 0 M 250.8 io NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS, CONFLICTS AFTER CONSTRUCTION BE ARE SOLELY THE CONTRACTOR/S RESPONSIBILITY, N 0 TE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT 1, S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO -WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. z 0 y 5-TOEPP %%%% . ........... S T- • �A 00 00 • fto .04 • No. • 19358 00 0-0 STATE OF Je 47 • MVDIW • *% ONAL CD _j% IQ CD rn Li • U � 0 V) W � OO.f O � w CD 00 o 0 O N 1- rn co Cn Q(00 I x 00 CN Cki Cn O.Of Ln CD CD 00 Cr 0-) C: 0 N11- 00 ,O Z .J M C) O 0 Cz W W Cn O 0 U (of) _j LLJ 0 DRAWN BY: CHECKED BY: BAH EEF CONTACT CARMEL UTILITIES SHEET NO. (317) L FOR WATER OCATES C Z O O S & A JOB NO. 4176OS5 W � � w z p o 0 J N 1- � W W Q(00 � J (of) _j LLJ 0 DRAWN BY: CHECKED BY: BAH EEF CONTACT CARMEL UTILITIES SHEET NO. (317) L FOR WATER OCATES C Z O O S & A JOB NO. 4176OS5 TH-S S EET TO B cD.Ic: USIM CD no D n(D n I' no n n I R OR Tc n o Fq nf CO) 93 PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND H. ROEHLING ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE.- (317) 710-7166 SCALE: 1 "= 80' EM M Denotes Construction Limits Temporary 'Drop Inlet Protection Basket" VADenotes permanent seeding areas Seeding rate: 130#/acre or 3#/1000 S.F. Seeding mixture: 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w/fiber blanket #S150 by North American Green Seeding rate: 110#/acre or 2.5#/1000 S.F. Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard gross 10% Kentucky bluegrass + + + + + + + + Denotes temporary seeding. +++++++++ Seeding rate: 50#/acre +++++ + + Seeding mixture: 100% perennial rye. CL Ln C:) C) 00 0 9 .k. V) C 0 C6 C 0 0— 4-1 =3 0 E 0 -&-j U) CL C:) M U .-10 Cn '0 Ln M C:) to N Seedbed Prer)aration for Permanent Seedin 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-12-12 analysis, or equivalent, fertilizer. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake operated across the slope. �J N f 4= V— ------ NJ 10q - — -- — -------- — - Zi4q + M + -T <X I <K X- N X VX, + . . ...... . . ....... X /\ > NY, + + + + + + + + , x - + + + 1+ + + +1 + + + N + + + + + + + + +\ ol/ < �0 IA- J X, + �NK + + + + + + + + Z/ + "N I + + + �F + + + 4 -X X N 1k X \00'+ + + P LLJ .Y + + + + + + + + N + + + C, < X 0 k4 + + ­-, + + + + + N/7 fill.. ell, + \r 0 + + + X + + + + + +115 T++ + + + + + + + + + 1, + X­ N LAK #5 + I+ %v%% C X. r 1+ + w + + + + 'TOEPp + 916.t + + + + + + + V + N\ 4� + -5 + + + + + + + + + + + + + N.P.= + + + 15 N GXSTE/� rmlfr + + 4C� + \ + + + + + + + +,1-11-1 , X . 'i, ­­ - , — + + + + ++ X X�\ 2 YEAR E -Y R + + 00 X + + + -9163 + + + 00 + + + + I..+. + 10 YEAR LEY' No@ + -r I I N., j )4., , p zn' WtFM=909.3+ 7V T + + X) 10 + + + + NOTE: + + + 0 C + + 0 YE ELE-V C > + -F 19358 + �r t" , �t am + 7 r—, ii"", 'i` A. —1 + it 0 + + i � — I , ; - + , , k +1 i\ " + + X Z� t ix BOTTO E L9 V.":;�� K Aw STATE OF J ANY ADDITIONAL EROSION CONTROL MEASURES MAY + o' + !+ + + ;-Jis i'M Z A! IM" KI -N rv%f + /NDIM�- N, + + + + + + '0� V BE REQUIRED IN THE FIELD BY THE INSPECTOR. + + + + 4� t + X �� + + +/ + + + + + + +11 or + I k" -t + lei 'Y/ONAL li""' + +t + + + + + + + + + + + + io, + + v, -T + 157 + + + + + + + r + 0- It + + NOTE: + + + �J­ + V, + + + + KIN + + + + + + + N',,� XN + 4, + i0o, + + + + IF SI TE REMAINS I N ACTI VE FOR A PERIOD OF 2 WEEKS + + �11, N X/ + 1?/ t 0r + + + 4, ;i., V + ­'N + � -N I X, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN t­­ i ,�, , % + + + �,j + + + + + V �,X � I �J`: + + X X + + 915 �7- + x1ri 1- 1- ++ + + + t THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY te-4 _" —ri 1 + 7 +I il I + V ei,� Ci + + + t P 4 ON PALIMAR. + OP949 —F J + + + + + + + + + + (D + + + + Z + + + + + + + + + + t + X/ + + 'N + f + +; INX 01 + Q A, /X o X, Al 001. It N x x�, 0 k10 0!, X &/ A + + + + + ­-Vx. ., M je X� " +i A' 400 + + 7­4 7--;---- + /t Specific Points Where Stormwater Discharge WM Leave this Site: le I A9. oT �0, -F + + + iie' ---------- X + + + + + + X > + X AV LL- T ;` + + An outlet pipe in Lake #5 and #6. + X "00 t + + + + 4- + + + + V P". + + + + + + 51 ',?� xr YX + + + + + + "o, X X,� X\ + -F + + + + + + + + + + + 00 X + + + + + + f 'V- C) i 4 ­­+,, �,,n - + ., , 1\/1 + j, + �0 rl + 01/. JI " i,. ­� , + +F 1+1 4K lkk + + + + I A Z7�Q Z N X� X�z X� NMI + + + + + + 471 + + + + + C) V) + 00 + ]0 + + + + 4- + + X/ + + + + + +MFP --909f.3 + + + + + > + + + Y. + 0 +1 N 01 + + + + *11 ..41 + + + + + + + + + + ----- - + + 15� �Z' '01, + + + + + + + + + + > + + + + + -,�l X + + + + +/ + 91540 1 -­ ­-- + /\>>,000 + + + + + + + I , $ + f + + + + X 7J t + -F 4 + AFPd= Lr) 3+- C/) 0+ .-A + + + + CD + + L0 5-9 + + f 'A 0,10 + + + + /+ + + + + + + + + 0 04A+ + + +/ + 10 + + + + + elo +1 1+ + + & 00 + V " %f,l + l I if" /1;1 f: + X + + + + + + 177 ..., :;' - + + + + + P F-f C3 < f + + + + n C-0 f 00" + + + .... -- ----- P 00 C%4 +i + + + + + + + + L + + 000 V V) + OY + + 41< (1) 0 se, :> + + + + A + + + + J 001 v + + 4 0" + + "U21't + X + + + < 0,- V) CD + + 0 + + + + + + t LL- + + I + '­T Lr) 00 X. + + + + U�' \Y N + , + 1\ ) c--, -- . C�d X + + + +-,- LLI N 11A, ;4 Lr) + + + + + f "'j, " + + + + + + + C== + +i fif + 7F LLJ V-\i + 01 + + + + + + + 6 + 1 01 4- + + t + ­­j 4- + + + -1 + + + + + f Q -F + 0 1�1/ o, 41M e� -t+914.a 1 -t- + t + + + + + MFPG + + + + LL- 4 + C A + 4 + 00 165+ + + 1.11 11 1 t + + + + + + + + + + :ii0ii N�, + + + + + + iM'007 + IA+ + C== E== C= C== i� I I + 0 + \Y , + + + + 6+1 + + X X 0 U) + + + + + + + + LAJ + + + 41 + + + + + 0 + + t + < + + + + + NY + + + + + + S. + + :+ T NIS lz + -F + 40�00 + + + % CD V, +! + + + + + + 6F + + +' VI/ + S + + + + + ­­4 + + + + / CY) 0 + + + + + + 10, 00, + + + + + + + + + 1000 Z 01 + + + + + F P -J /+ + + + +\ + + + + + a_ + + + + + + +1 + + + i X��/z + + + + + + + + + + + OF + + + 0, + + oo, +149 + +\ + + I C4, + + + + —F + + + Lj + +'*, + + + 4— �r -e vk V , v� N '4� Vs V, % A + t -------- — --------------------------- + + ji -- — ---- ----- --- 7 + + + + + + + + +/ t T IM, A 'It 1". + 4-1 5 + + 4 + + + + + + C:) + v + U) oo �r, — .­0 1 ii�l + + \t + —D t 1,+. + + + XX X/ + + + + + + + + + + 4, -MM13=9109 4:* Cr) + + +* + + + X6, + + + + t + + + + + < k + + + + 14 + + + + + + + + + < + e, /+I+ + + + + + + 1+ tl­�" + + o + + + + ------- + + + + + + ""'—f— — + + + + I j. + + + 14— 10" X + + + if + + + + + + + + + + + +i + + + + + + < XV + + + + ­­­ " —t—i I + +1 + + + ER,OSION CO + + + + + + + + � il� +,. + +11 + +1 + + . 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LEV.=�­,-i-, + +/ + F� 'e IJ T + 'T + 0 TOM ELEV. + ---- — -- -------- ------------- MFPG=91Z + + + + ...... ... +* j + lv: + + Or I . .... — ---------- + + 4 + + + + ++ F� + + + Z + + +1 ad + + + + + + de + + ? + + + + + + f + + + + + J LJ I— \+ + + + + ll V + -,+ 'I, + + Z f + Ic + + qll + 1+ A /N i 1:1 . .1 + ."/ + + l/e + � f:� i, ,, �, I'l 1 `, 1/' 914.2 + + M +x` + FP Ggig 113 + + + + P -4 + + X + + +/ + zi I + + +,-" + + + + + + ";4/ rie r i i? t �%: %', I Vl� + + + +/ + f /Jf� + 0 M-B + + + + + + < i f V, +: + X U + + c-,k+ o + + + DRAWN BY: CHECKED BY: + BAH EEF + + + .111 '1, 4 j, SHEET NO. x 5 Z j 0 'j S & A JOB NO. +:2;, 4176OS5 T-4 an s X iii M an r i 0 N Ln 00 0 M J Cn '0 U a V) O W I L a 06 C O 4-i O a a+ . to ff 2 N O V Cn _0 ILIA O n T-1 ,I. i "I a I - I -2 a CD I o iq nCD - T u S SHEET TO 0 c 9: I SED !=�=__ nn ID nq 11 rn, 11 \\ rn, 11 \\ nq I R I nn rn) n SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC PERMANENT A * / / / / / / / / / //* * / //> SEEDING DORMANT B B > .11, SEEDING SEEDING E * /�� / / /�* ) SODDING F ** *������������* > - MULCHING G ) Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400 -600 lbs. /acre of 12 -12 -12 analysis, or equivalent, fertilizer. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2 -4 in. deep with a disk or rake operated across the slope. A = KENTUCKY BLUE GRASS 40 lbs. /AC.: CREEPING RED FESCUE 40 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 20lbs > /AC. B = KENTUCKY BLUE GRASS 60 lbs. /AC.: CREEPING RED FESCUE 60 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 30lbs > /AC. C = SPRING OATS 3 BUSHEL /ACRE D = WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 lbs. /AC. (1 lb./1000 sq. ft.) F =SOD G = STRAW MULCH 2 TONS /ACRE - ANCHOR ALL MULCH BY CRIMPING OR TACKIFYING * / //* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather conditions prevent rapid germination of grass, then 2t /ac mulch will be used to ensure ground stabilization requirements are met. Drop Inlet Protection Basket It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle out before the water enters the storm structure. Some filtering will occur as water passes through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall be 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and casting. The top of the basket shall be open to prevent flooding during heavy storm events. Fabric shall be woven polypropylene allowing 15- 25gaUmin /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of the erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (3 17) 281 -2661, Turfgrass Inc (317) 894 -3276. LAKESIDE PARK SECTION 5 A part of the Southeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of said Quarter Section; thence South 00 degrees 14 minutes 57 seconds East along the East line of said Quarter Section, 1,305.40 feet; thence South 89 degrees 45 minutes 04 seconds West 320.83 feet; thence North 29 degrees 25 minutes 35 seconds West 191.74 feet to a point on a curve concave northwesterly, the radius point of said curve being North 31 degrees 57 minutes 06 seconds West 125.00 feet from said point; thence northeasterly along said curve 117.47 feet to the point of tangency of said curve, said point being South 85 degrees 47 minutes 46 seconds East 125.00 feet from the radius point of said curve; thence North 79 degrees 51 minutes 22 seconds West 170.67 feet; thence North 67 degrees 41 minutes 54 seconds West 182.20 feet; thence North 26 degrees 47 minutes 09 seconds East 3.92 feet; thence North 67 degrees 29 minutes 10 seconds West 177.68 feet; thence North 84 degrees 08 minutes 14 seconds West 285.69 feet; thence North 89 degrees 50 minutes 54 seconds West 59.10 feet; thence North 30 degrees 39 minutes 59 seconds West 95.01 feet; thence South 76 degrees 02 minutes 01 seconds West 131.12 feet to a point on a curve concave southwesterly, the radius point of said curve being South 67 degrees 47 minutes 40 seconds West 635.00 feet from said point; thence northwesterly along said curve 65.68 feet to the point of tangency of said curve, said point being North 61 degrees 52 minutes 06 seconds East 635.00 feet from the radius point of said curve; thence North 61 degrees 52 minutes 06 seconds East 79.76 feet; thence South 36 degrees 06 minutes 24 seconds East 20.38 feet; thence North 53 degrees 53 minutes 36 seconds East 346.10 feet; thence North 89 degrees 32 minutes 44 seconds East 236.95 feet; thence North 00 degrees 14 minutes 57 seconds West 500.00 feet to a point on the North line of said Quarter Section; thence North 89 degrees 32 minutes 44 seconds East along said North line, 800.00 feet to the place of beginning, containing 24.135 acres, more or less. FENCE POST (2x2 HARDWOOD POST) SILT FENCE MATERIAL 6' -8" 1 / 3' GROUND SURFACE ti 1' FENCE POST SHOULD SILT FENCE MATERIAL SHOULD BE BURIED � 1' BELOW BE BURIED 6" BELOW GROUND GROUND SURFACE. SURFACE. SILT FENCE DETAIL NOT -TO -SCALE Exhlblt 174 -0, Speelti,atlons MU1 iliuiliia for Silt Fance Fabile. I'l>lysl : i jwuli+ 1pty Wovell fabric Nun -woven rubric Filtering CMC.i0iicy . 85% 850;x, Tensile strength at A e 201,�) clo>< g,i it-11i: RECOMMENDATIONS. �. ��I _ t� `3 y ' , x fix@ " r= t r 4 I i t A * = Ott t <F �` ''- 3' - H :� J _ �. " �f� I , " _�., Standard strength 30 lbs. /linear in. 50 lhs. /lincar in. L: Exirn strength 0 lbs, /liiicar i �. 701bs. /Jincar in. 8111rry flog rtate. 0.3 gal. /min. /sq_ft. 4.5 gal. /niln. /sq, �t. Water flow rate `l � f ill, /III c1, /3(1,ft. 220 gal. /min. /sq.fl. UV rusistancc 70'-7o 85% sediment must be removed at a frequency sufficient to minimize offsite impacts. ►_� k yp ., STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 300 275 250 225 200 175 J150 Lv 125 a- 0 100 V) 75 50 25 FT. 1 STAPLE PER SQ. YD. B C C C C D g A A e B 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL AND SLOPE GRADIENT SHORELINE 3' 6' 2' 4� 2� F - ---" - � - 3' x x -*- �- x- -x 2 0" I I x 1 1/2' 1-1/2' X x x x g Ic x xpx W x x X x 1 -1 /2 STAPLES 3.5 STAPLES PER SQ. YD. PER SQ. YD. 4' 4' 3'x � 2 STAPLES PER SQ. YD. EROSION CONTROL BLANKET STAPLE PATTERN GUIDE NOT -TO -SCALE 20'-0" MIN. WIDTH T CE DETAIL NOT -TO -SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Five" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located on the South side 141st Street and East Side of West Road Latitude: 39' 58' 30" W Longitude: 86' 12' 30" N OWNER'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -:166' OPERATOR'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymon . H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710- 7166 NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 - 11 " x 17" PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 26 Lots in Lakeside Park, Section Five, Lakeside Park, Section Five, consists of approximately 24.135 acres. Construction will include pad grades for the buildings, associated roadways, landscaping, and drainage infrastructure. A4 - VICINITY MAP A copy of the vicinity map is shown on the Title Sheet. A5 - LEGAL DESCRIPTION OF PROJECT SITE The site is a part of the following tract of land as described on the Title Sheet. A6 - LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will be subdivided as shown on the Site Plans. Please refer to sheet C200 for detail. A7 - HYDROLOGIC UNIT CODE (H 1 ) 005120201090060 Stultz and Almond Legal Drain A8 -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. A9 - SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater discharge will leave the site at the Southeast side of the site. This will discharge into existing lakes and piping systems that eventually will discharge into the Stultz and Almond Legal Drain. There are no wetlands on the site. All - IDENTIFICATION OF ALL RECEIVING WATERS The Stultz and Almond Legal Drain is the main receiving water for the project area - Al2 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER Potential discharges into the groundwater may have occurred in the Lakes. This should be addressed with clay bottoms to prevent pollutants from entering the groundwater. A13 - 100 -YEAR FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate Map Panel 18057CO205F for Hamilton County, Indiana. A14 -PRE- CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Allowable 10 -year discharge: 74.28 cfs Post - construction 100 -year discharge: 34.56 cfs. A15 - ADJACENT LAND USE Upstream watershed: Currently grassy weeds Site is zoned P.U.D. North: Residential East: Residential South: Residential West: Agricultural A16 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS Approximate boundaries of disturbed areas are as identified on Sheets C200. A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER As the site is mainly farmland, the existing vegetative cover consists mostly of grass weeds. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C302. Sheet C302 includes a copy of the soil map, descriptions of the soils. A19 - LOCATIONS SIZE AND DIMENSIONS OF PORPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheets C200 and C600. Size of storm sewers: Sheet C600. Details of storm inlets and manholes: Sheets C600 and C801. A20 -PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT There are no offsite Drainage construction activities associated with the project. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS There Is not a soil stockpile area located on this site. A22 - EXISTING SITE TOPOGRAPHY Refer to Sheets C100. A23 - PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheets C200. CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES DROP INLET REAR YARD EROSION CONTROL PROTECTION DRAINAGE SWALE PLAN LEGEND BASKET PROPERTY LINE/ SUBSOIL ��� ���` ' DRAINAGE SWALE 6---b PS STOCKPILE SF SF -� EXISTING DRAINAGE AREA TO BE TOP- \ o � FINISHED DRAINAGE SOILED, SEEDED, o a t PS \ TOPSOIL AND MULCHED i STOCKPILE �S <�'t TREE CONSERVATION BY OWNER AT t FG] �'�' COMPLETION OF CONSTRUCTION. SF SILT FENCING PALIMAR IS TO BE HOUSE USED IF GRASS GARAGE GROWTH IS NOT I � I EXITVPAD ENTRANCE/ POSSIBLE. \ CONSTRUCTION a 1-01 \ � PS FG-1 I o ENTRANCE/ EXIT CURB INLET SIDE YARD J� I PROTECTION DRAINAGE SWALE- � STREET SIDE- WALK EXISTING CURB AND GUTTER CURB INLET PROTECTION NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. STORM WATER POLLUTION & PREVENTION NOTES: (A) All storm water quality measures, including erosion and sediment control, necessary to comply �� with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b) • (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimised throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). INDIVIDUAL LOT STORM MATER POLLUTION & PREVENTION DETAIL NOT -TO -SCALE B1 - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITI The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 1. Structural fill 2. Road base 3. Concrete drainage pipe 4. Concrete culverts 5. Precast concrete manholes 1. Contractor shall schedule a pre- construction meeting with the City of Carmel Engineering Dept. District prior to any construction on the site being started. 2. Post Rule 5 information at the job entrance. Contractor shall designate a person on -site inspections and for providing for this SWPP to be on -site 3. Clear areas for construction entrance, swales, sediment traps and silt fence 4. Install construction entrances and perimeter controls Construct temporary diversion berms and swales and sediment traps. (if needed) 5. Continue site clearing 6. Being mass earthwork operations 7. Install staging areas, material storage areas, and fueling stations 8. Continue site excavating, backfilling, and grading activities 9. Establish building pads 10. Temporary seed disturbed areas if to be undisturbed for more than 15 days 11. Permanent seed any disturbed areas that are at final grade and will remain undisturbed 12. Begin trenching for storm sewers, sanitary sewers, water lines, and other utilities 13. Install inlet protection measures 14. Stone roadways 15. Complete concrete /asphalt paving 16. Final grade and seed /mulch B3 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrances will be in place prior to this phase of construction. Entrances are shown for reference on Sheets C300 -C302. B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 -C302. Refer to Sheet C302 for details. B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Concentrated flow in diversion swales will be protected by rock check dams. None are needed on this site. B6 - STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C300 -C301 for locations and refer to Sheet C302 for details. Manufactured products such as the Dandy Bag or Catch-All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. Straw bales or filter fabric on, under, or around inlet grates will not be allowed as inlet protection measures. Coconut fiber logs are recommended 67 - RUNOFF CONTROL MEASURES Silt fence will be installed along portions of this project to prevent run off. see sheets C300 -C302 for location. 68 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Riprop revetment will be used at each of the stormwater outlets where not connecting into existing manholes. See sheets C300 -C302 for additional information. B9 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade - stabilization structures. Refer to Sheets C300 -C302 for additional information. B10 - LOCATION. DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Existing detention pond shall be used to extend detention times to achieve stormwater quality. All other stormwater quality measures can be found on Sheets C300 -C302. B11 - TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C302, within the Seasonal Soil Protection Chart. B12 - PERMANENT SURFACE STABILIZATION SPECIFICATIONS Refer to Sheet C302, within the Seasonal Soil Protection Chart. B13 - MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. Dumpsters and port -o -lets are not to be placed in the street. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING 8 A18. SOILS MAP CrA - CROSBY SILT LOAM 0 to 3% SLOPE Br - BROOKSTON SILT LOAM, OVERWASH � is ¢ , ",, f,� ^.. �,c s a } _ a� _ .- 1 ,� �', -: . _ F n� i - . 7, ",.- I Cr . M « G s :- ft Y .I E1E� - _ a -... 3. !- t - ` -. � 11 IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST I '. , " it • p ri _ RECOMMENDATIONS. �. ��I _ t� `3 y ' , x fix@ " r= t r 4 I i t A * = Ott t <F �` ''- 3' - H :� J _ �. " �f� I , " _�., 1�, 1 ,, gig,° - - z Y ^ � CrA o T ¢_ rx _a,� ^ R '' y. -�S t * . "N ... ilk R T�- i � .... °•a t- f , SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. n n-. 4r?, ._ jf r r ' _ t .. F `- $t ee -e. -- ? co ir j+ir a C ; . �.r ,, ,.� I. ;. SILT FENCE k - •4 � yam• � � fy• � Z �'. � � ! yC, r -.__ ..,.. �:. i. f.St,' _ = g cps. .r �q � . ary,��R . r,.. % IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE � *74 1, � • `- 41 1. - . f` _ f j_ _ �l _; � *.i .F I sediment must be removed at a frequency sufficient to minimize offsite impacts. ►_� k yp ., - y 3 .; +__ _ : fin_ 4 .�.. .. .. .r _a• ,�., _ -Z -- �S '*`-" ' ".. `.. ;:8 REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR SOILS MAP CrA - CROSBY SILT LOAM 0 to 3% SLOPE Br - BROOKSTON SILT LOAM, OVERWASH Dust Control/Of f -site Vehicle Tracking EROSION CONTROL NOTES MAINTENANCE INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. EROSION CONTROL MEASURE INSTALLATION SEQUENCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST During construction, water trucks should be used, as needed, by each contractor or subcontractor RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, RECOMMENDATIONS. TOPDRESS WITH CLEAN STONE AS NEEDED. AFTER FINISH GRADING to reduce dust. After construction, the site should be stabilized to reduce dust. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR Construction traffic should enter and exit the site at a Construction Entrance with a rock pad Or Pollutant Source: Passenger vehicles, delivery vehicles, and trucks SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. SILT FENCE PRIOR TO CLEANING AND GRADING tracked into existing streets. If sediment escapes the construction site, off -site accumulations Of Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE Pollutant Source: Trash dumpster Type sediment must be removed at a frequency sufficient to minimize offsite impacts. AFFECTED PORTION IMMEDIATELY. AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND M AKE NEEDED REPAIRS IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR Pollutant Source: Roadway Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that IS CAUSING THE FABRIC TO BULGE. Sanitary /Septic pavement de-icing materials, P g paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, and elevated water temperatures from contact with TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. CARE TO NOT DAMAGE OR UNDERCUT THE BALES. Soil Stabilization Inspections AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, -,4- z WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ALL BALES. CONSTRUCTION MATERIAL. AND SEDIMENT AND DISPOSE OF PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING INLET AND STABILIZE. OF THE INLET PROTECTION TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE- SPECIFlc DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality All controls should be inspected at least once every seven (7) calendar days and following any AND SEDIMENTATION. facilities are the responsibility of the contractors and subcontractors. project. These landscaping items will help to reduce sediment runoff from the site. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL' DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVAL OF STRAW BALES (I.E., A OR AP HORIZON). The location of any sanitary facilities should be indicated on the stormwater pollution prevention N/A STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION N/A REMOVAL OF INLET PROTECTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES. STRAW BALES, OR OTHER BARRIERS TO Water Source storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY N/A REMOVAL OF SILT FENCE MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) Water used to establish and maintain grass, to control dust, and for other construction purposes Landscaping IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP 0 must originate from a public water supply or private well approved by the State or local health OR SURROUNDED BY A SEDIMENT BARRIER. redistributed in areas that are protected from erosion. will also provide additional cover on site. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. W 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. This project does contain plans for installation of post- construction stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 507, FULL. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through W WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE A description of some additional stormwater quality BMP's that may be incorporated into the NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS. AND STABILIZE ALL DISTURBED AREAS. INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. ROCK DAM AFTER ROUGH GRADING regulatory agencies. In addition, each local authority will dictate design criteria and practices that REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is speculative. The fact that a BMP is listed should not be understood to mean that the BMP could have example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY the next rainfall and /or pose a safety hazard to users of public streets. a similar project in the future. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM admission of errors, omissions, or negligence on the part of the engineer or owner. Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON the event of a spill of a hazardous substance, the operator is required to notify the National Response Center 1 -800- 424 -8802) to properly report the spill. In BMP's are methods to reduce stormwater pollutants Stormwater Ponds. The measures incorporated into this THE UPSTREAM FACE OF THE DAM. design are catch basins as required by the City of Carmel. of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. spills) to the local MS -4. Good k- louSekeePing meQSUreS StlCh as regWOT street sweeping, installation of trash receptacles, and c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- TEMPORARY SEEDING AFTER ROUGH GRADING Termination (NOT). The permittee's authorization to discharge under the General Construction SEED IF NECESSARY. Permit terminates at midnight of the day the NOT is signed. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. conditions have been met: TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH 1. Final stabilization has been achieved on all portions of the site for which the permittee was IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -8 SHOWS ONLY WHEAT/RYE FALL SEEDED.) INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. PERMANENT SEEDING AFTER FINISH GRADING finally stabilized. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; 3. In residential construction operations, temporary stabilization has been completed and the UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFl Dust Control/Of f -site Vehicle Tracking CURB INLET PROTECTION DETAiLL 0 CIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) All impacted areas, as well as all erosion and sediment control devices, will be inspected every NOT -TO -SCALE seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST During construction, water trucks should be used, as needed, by each contractor or subcontractor 615 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS See sheet C302 for details. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING to reduce dust. After construction, the site should be stabilized to reduce dust. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad Or Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is metal and plastic fragments, g P g grit, road de -icing materials LL) AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. tracked into existing streets. If sediment escapes the construction site, off -site accumulations Of Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance Pollutant Source: Trash dumpster Type sediment must be removed at a frequency sufficient to minimize offsite impacts. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND M AKE NEEDED REPAIRS IMMEDIATELY. Material Storage Inspections Pollutant Source: Roadway Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING Sanitary /Septic pavement de-icing materials, P g paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, and elevated water temperatures from contact with erosion control plans and the site inspection reports. CARE TO NOT DAMAGE OR UNDERCUT THE BALES. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas -,4- z WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ALL BALES. CONSTRUCTION MATERIAL. AND SEDIMENT AND DISPOSE OF PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, The anticipated pollution sources are the vehicles that will use these future facilities, including both 9 vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, INLET AND STABILIZE. OF THE INLET PROTECTION AFTER EACH INLET IN PLACED or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. construction personnel and be serviced regularly. All expenses associated with providing sanitary swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality All controls should be inspected at least once every seven (7) calendar days and following any REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. facilities are the responsibility of the contractors and subcontractors. project. These landscaping items will help to reduce sediment runoff from the site. will be used for specific controls: DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED The location of any sanitary facilities should be indicated on the stormwater pollution prevention N/A plan by the operator following on -site location of said facilities. N/A REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS Water Source storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and ARE STABILIZED N/A REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Water used to establish and maintain grass, to control dust, and for other construction purposes Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be 0 must originate from a public water supply or private well approved by the State or local health A extensive landscape plan has been put together in the greenspace on -site. Additionally, the grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion. will also provide additional cover on site. department. uipment Fuelina and Storaae Area Equipment fueling, maintenance, and cleaning should only be completed in protected areas (Le., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to (3) 12" MULCH FILLED discharge into soil where they may be washed away during a rain event. EROSION CONTROL LOGS Equipment wash down (except for wheel washes) should take place within an area surrounded by a N t° berm. The use of detergents is prohibited. Hazardous Material Storage -f- --- _/ � \_ Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in 6" EXCAVATED KEYWAY 6" EXCAVATED KEYWAY 6" MULCH BOTTOM OVER GEOTEXTILE their original containers (if original container is not resealable, store the products in clearly labeled,;��1"""'T�t WOVEN FABRIC waterproof containers). Except during application, the containers should be kept in trucks or in NOT -TO -SCALE bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and /or Hazardous Materials Spill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any COCONUT FIBER EROSION CONTROL LOGS hazardous material storage areas should be indicated on the stormwater olluti t' I p on preven Ion pan by the operator following on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. .• , In the event of spills that have p potential groundwater or surface water contamination, please �' %.#% Runoff contact the construction supervisor, developer, County 'Surveyor's Office, Local Fire Department, IDEM, and the City of Carmel Utility Department. �' 3� See 0 & M Manual for all Emergency Number. B14 - MONITORING AND MAINTENANCE GUIDELINES FOR -I_1W' MEASURE FA-C-H PROPOSED STORM --I---' LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE �- 6" MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SECTION °Z " -`Z" NOT -TO -SCALE 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb and away from inlet. 2. Set up safety /traffic barriers to keep vehicles from hitting logs, causing possible injury. 3. Inspect and repair as needed, and remove any accumulated sediments at least once per week and after every storm. Inspection Schedule /Reporting CURB INLET PROTECTION DETAiLL 0 D All impacted areas, as well as all erosion and sediment control devices, will be inspected every NOT -TO -SCALE seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering Department One, Civic Square, attention Storm Water Administrator. 615 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS See sheet C302 for details. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, Is and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Inspection reports shall be completed including scope of the inspection, names) and qualifications The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, lass, reports on site and permanently for a period of two years following onstruction. The on -site 9 reports may be requested by inspections conducted by the local MS -4. metal and plastic fragments, g P g grit, road de -icing materials LL) Pollutant Source: Residence Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance Pollutant Source: Trash dumpster Type and other controls. of Pollutant: Cleaning yP ning solutions or solvents, litter (paper, plastic, general refuse associated Q with distributions operations), uneaten food products, bacteria Material Storage Inspections Pollutant Source: Roadway Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, r P ( 9� esurfacing and patching), pollutants cannot discharge from storage areas. Off -site material storage areas used spiel b the subject 9' y y project are considered to be part of the project and must be included in the pavement de-icing materials, P g paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, and elevated water temperatures from contact with erosion control plans and the site inspection reports. impervious surfaces Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas -,4- z Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and P s esticides Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement of have a stand of The anticipated pollution sources are the vehicles that will use these future facilities, including both 9 vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated P with vehicular traffic. fertilize, and reseed disturbed areas as needed to achieve this goal. CN Erosion and Sediment Control Inspections C 2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION Stormwater quality will be handled with two different measures. The first measure will be the (L) swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality All controls should be inspected at least once every seven (7) calendar days and following any measure will be the installation of trees, shrubs and grasses with the landscaping phase of the storm event of 0.5 inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. will be used for specific controls: C3 - DESCRIPTION OF PROPOSED POST- 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. CONSTRUCTION STORMWATER QUALITY MEASURES Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall M Ln event. 3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather - related All paved areas are collected by a storm sewer system to prevent the possibility of erosion in proposed swales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. to reduce velocity. The roof drains from future buildings will be directed by underground piping to 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas exceed 3:1 slope. in areas that are protected from erosion. 00 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be 0 regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or A extensive landscape plan has been put together in the greenspace on -site. Additionally, the grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion. will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. W 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Desian Considerations Relative to Stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. This project does contain plans for installation of post- construction stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through W screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a Q particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is speculative. The fact that a BMP is listed should not be understood to mean that the BMP could have example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by been installed at this site; rather, its inclusion in the list means only that it might have been installed at this project or that it should be considered for the next rainfall and /or pose a safety hazard to users of public streets. a similar project in the future. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In Typical Stormwater - Quality the event of a spill of a hazardous substance, the operator is required to notify the National Response Center 1 -800- 424 -8802) to properly report the spill. In BMP's are methods to reduce stormwater pollutants Stormwater Ponds. The measures incorporated into this addition, the operator shall submit a written description of the release (including the type and amount design are catch basins as required by the City of Carmel. of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good k- louSekeePing meQSUreS StlCh as regWOT street sweeping, installation of trash receptacles, and Compliance of the site with the General Construction Permit remains the responsibility of all reduction in fertilizer overspray can be incorporated by the owner and /or occupant. operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. C4 - LOCATION.- DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The following items are stormwater quality measures that will remain in place after constrtuction is completed and are considered to serve as post- construction stormwater quality BMP's. Landscaping A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next phase of the project. C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the post- construction stormwater quality measures are described below: Landscaping Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once per week if adequate rainfall was not received. After two years, water as necessary in dry season. Lawn shall be mowed at a height of not less than 3" to increase root mass. Lawn shall not be fertilized more that twice per year and shall be immediately watered into the soil after application. S: \Legal \PlatinumSWPPP.doc m Z 0 W Q 0 ```%I /11i ,fe %```` STOEPp� �, �� ........••••` •••• ♦ • • •••� O C ftft %% ls' • SISTER •. � O • aft 60 Q 0 wo • • wo • • • 19358 • so -0 % STATE OF � = 6-0 'e'o ♦ �&/6NAL E �% ���/11111111�it�` (�) V) 0 D Q -- O rn Is o W tv Lf) F= < a= LL) O-) U LLJ � =) " (�) V) .J D Q -- O 0 0 I= W* Lf) N < a= O O-) LLJ � =) " I Q w U W oo r� d- a. �� C° O 00 ,___�, r__ 0 Ul Z Q -,4- z r-, rr j ,- c00 Ul J X CN 4< 48 (L) Q:� Q t` C048 DRAWN BY: BAH CHECKED BY: EEF SHEET N0. O 00 LtJ LLJ -6 M Ln Z a) a) Z _= '> 00 = LJ! 0 t\ I J C.D Q W Z O �t Q) C .J 0) � CL W cry Q Z �- O (1W) U Q Z a .J D Q Z F� W 0 0 I= UJI Ix < a= C;d LLJ � Z � 0 F� D -J w U W O � W a. Q J Q 3: W O _J � V) Q:� Q U DRAWN BY: BAH CHECKED BY: EEF SHEET N0. S &AJOBNO. 41760S5 L a o*1 N d' N O N Ln co 0 9 W 2 0- C6 CDC n� nW' L O V cn Ln V) i m >{ ,i r f 1 r r' " ry. 6 r, .... .n ^'4 # �n' 7 {•t f, 7r �` f f 1 <i f 7 l,f t Zr Y 7 _ r f� J !f f 7J 1 x f 1 see 006 000 0 9:0 I i I I I II F rmcacr � oft .50 151 \\ 150 \\ URVE DATA 0- 76*58'22" \so \ 200.00' L 268.69' 59.01" \ 1 149 �\I \ 1 STA. 3+85.82 VANRE 00 0 gu 148 i i i i i i i i i 2 N + 00 Q V I O Ld U V) w Z 'C` LOW POINT ELEV = 912.27 LOW POINT STA = -0 +10.80 PVI STA = -0 +10.80 PVI ELEV = 912.21 A.D. = 1.20 K = 33.33 40.00' VC - 0 00 o o � V-) 920 N + STA = 4+14.64 O Cy) A.D. = 1.20 r- U > m CD U - -0.60% 910 � C a V L C L L L LL DATUM ELI.'V °L U R ffi ��� LOW POINT ELEV = 913.88 LOW POINT STA = 7 +84.42 PVI STA = 7 +79.41 PVI ELEV = 913.80 A n - I Pn NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 °. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. HIGH POINT ELEV = 914.68 HIGH POINT STA = 2 +99.54 PVI STA = 2 +94.51 PVI ELEV = 914.76 A.D. _ -1.60 K = 24.97 40.00' VC - U-) SCALE: 1"=50' H OR. + + 1 " =5' VERT. N to LOW POINT ELEV = 914.10 LOW POINT STA = 4 +14.63 PVI STA = 4+14.64 PVI ELEV = 914.04 A.D. = 1.20 r- K = 33.35 40.00' VC U > U > D w (n (n U ° \ r- U > U > D w (n (n U Li U O O U V) O m m W W N > CL � > W ro o � 00 Q Z a� ONO ^ X d Cn ce s � Ln o 00 W LLJ m CD W z W :> o °° F° J � Z ~ cn z Q o O <D ° W (L &i > U w O o C) U PROPOSED GRADE w 1. 8T01 0.87% .00/ mm wmwwm� - •60% 0.60 1. Q0 � z - - -- µ__- „ - -- - - -- Am 0.60% w__ . _.. _ ..„ .. ... ,. L0 o__ „ - «._.__.^ -- y Co 00 - _ .__... - - - -- PROPOSED a; a, o y.... M .« _ „.------ 4- _ _.K.._. _..- _. w _ ° �- WATER O .{ N + � N 00 Q �- Ln `- FF- V) N FF- (D cD + „ Q V j F- + N 00 Ln cn V 18 R. .P. u') T- + W >-- W Of INV. =9 7.14± O F- Z �w F- U w (! Fes- U �W Q F- V) Q Q Q F- fl� 0z cr- z 0 cr_l oz U Q F- U F- U U Q Q _ O U O O U) LL ULL- U a. N z W F- ° z Cn F- z N �' z LA F- w F- 0 00 W o O `n (n O 00 O �QN_ O `- 0 z � Qz� QIn O of cy) O C.7 O a_ 0') a. C-� (�� a. O O cj:� 0) N mot- Un I� 00 O ► 00 00 M �, O 00 00 f ►� It 00 I O ., O N N N N r.. N N .a 1M' M /) T .,✓. V� _ T �.. (M T ' .... �i. VT � �.. •a T I C� r..' 31 '.J cy) a,..�. VT / .... T J � ..x CF) cy) C_ 0) Vr, 1 0) 0 +00 0 +50 1+00 1+50 TWIN 2 +00 2 +50 3 +00 1 A / --- -- 0 t= � 1, \ E. HIGH POINT ELEV = 916.17 HIGH POINT STA = 4 +58.62 PVI STA = 4 +55.81 PVI ELEV = 916.24 A.D. _ -1.39 K = 28.71 40.00' VC 3 +50 4 +00 4+50 5 +00 5 +50 6 +00 6 +50 CIRCI F- NEST n SCALE: 1 "= 60' LOW POINT ELEV - 913.38 HIGH POINT ELEV = 913.91 LOW POINT STA - 0 +69.61 HIGH POINT STA = -0 +05.71 PVI STA = 0 +63.92 PVI STA = 0 +00 PVI Fl FV = 41 -� -�n PVI ELEV = 913.99 8 +00 7 +50 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00 m V) 0 co Y Q w Q 0 ���• STOEPpF� .4 `. •'•....C....,..•.. '. Wo ftm - . - _. 19358 an o wo -0 STATE OF . •''••.�NDlANP,,.� Ci ftft AONAL Co O \ r- D w Li U U V) O W Cc:)) N CL � N � I ro o � 00 Q Z a� ONO ^ X d Cn ce s � Ln o 00 W LLJ ^ CD z W :> o °° F° J � Z ~ cn z Q o O <D ° W (L W O o C) U W J LLI m � C�3 Z Q J H W W 'M ELEV v' 70.00 Y � w Q � w z 0 0 w w Y (of) Q J Q Z Q D Z J W Q r, DRAWN BY: CHECKED BY: BAH EEF SHEET N0. S & A JOB NO. 41760S5 ri N 01 N N .-a t� O O N N N 00 O O m cn 'O O C O N 0) O C O V" V i i Ln (n O ko n d' i ,m ri ..0 .n c� G CL Ln M l� O O N 00 O J Q1 'CJ a 0 L c O V U_ E L tv O V rn Ln U) O �O n d' if t� 4-- i .fl a M M M O O N Ln 00 O 9� On .o N ZEE 2 a aS c cv CL ry c t° T O O Ln V i ar i Ln M O to n d' i m 10 ;, ..h tk. •�1 S, M ILD M 0 N V 00 O J c� 0 L a- C6 C a. 0 0 O U Ln c°� n d' i A,, t O M 0 D D 920 EX. NE. EX. S. all • • •] PROI EXI 910 18' 21' INS 910 21' 21 INS -q' n O 0 N N SCALE: 1 " =50' HOR. 1 " =5' VERT. 0 N F- w O 0 F- ~ w O 0 w L0 a7 r- a') 0) Z F-0 Z� w w Z� _� O( F-0 � W O 00 LLJ z0 L0 °° O Y II. < m = II zv w __j 0 Z 0 TO INVERT -� -Ir- 0) J Dv FULL DEPTH �F-: CD CY-U 0) U II 0 U� II U 906.02 , 0, GRANULAR 05.50 II. Li = 904.13 Q 0 3:: 0c, c� BACKFILL DESIGN APPROVAL Yes J 0 FULL DEPTH 21" to 27" 24 "x36" O - GRANULAR 0 Yes c� mono TING GRADE-I,, :4 l No w Yes nria 809.80 357 L.F. ti•�5 7o x 909.10 PROPOSED GRADE Z R.C.P. W. 00 - 30 F. R.C.P. NE. O . 1.0 24" or LARGER 907.08 1 Y1`2 ' R.C.P. SE. EXISTING GRADE Yes 12 R. C. P. 12 R. „ ____... 8 .__ _ S ,..___ ......: .D .R P.V.C. _._... - I N : - 9 0 9.10 144 L.F. 12" R.C.P. E. N PROP 00 INV.= 904.13 07 WATE V V.= 903.75 131 L.F. ,� 0.40 12 R.C.P. = • 116. L F. 0.40 18" R.C.P. M_ - . _ _- . -. .- -._.. - - _ 156 L.F. _ -- - - - -- .0 _ _ � 907.72 /907.20 07.20 907.08 0.40% 18" R.C.P. 123 L.F. 0.40 18" R.C.P. W o CONCRETE w 907.08 906.61 906.61 Q CRADLE `- N o0 z � 905.99 905.99 � W 905.5 30 L.F. Z O 0.40% WATER C) U 15" R.C.P. SCALE: 1"=50' HOR. 1 " =5' VERT. rn O 0 O CD z N N r- 0) Z _ � = O N o 3 � 3 � W O 00 w00 F-0 z' Li F- Ld 00 TO INVERT -� -Ir- 0) Of :D U CD CY-U II Of II 0 U� R.C.P. S. 906.02 :U w Q 05.50 DESIGN APPROVAL = 904.13 Yes -j w U DOSED GRADE DESIGN APPROVAL Yes J 0 FULL DEPTH 21" to 27" 24 "x36" O - GRANULAR No Yes c� BACKFILL TING GRADE-I,, :4 l No Yes Yes nria 809.80 357 L.F. ti•�5 7o DESIGN 909.10 � I R.C.P. W. 00 - 30 F. R.C.P. NE. :2 40 L. . 1.0 24" or LARGER 907.08 1,.00 DESIGN APPROVAL Yes ** Yes 12 R. C. P. 12 R. C.P. INV.= 903.75 144 L.F. 12" R.C.P. E. N PROP SED INV.= 904.13 07 WATE V V.= 903.75 SCALE: 1 " =50' HOR. 1 " =5' VERT. w -Jai w� CD z 0 _j 0 C' 0) Z O 0 II Lj oil o 0Z Q U w �- U PROPOSED GRADE Li F- EXISTING RADE U Z O TO INVERT CD EXISTING GRADE *R -3501 N U 135 L.F. 0.30% 15" R.C.P. 24 "x24" ISTING GRADE 904.13 904. No R.C.P. S. 906.02 12" to 21" R.C.P. N. 05.50 DESIGN APPROVAL = 904.13 Yes Yes E Q SCALE: 1 " =50' HOR. 00 1 " =5' VERT. z 0 CD o0 STRUCTURES U � j 0 C' PROPOSED GRADE z LESS THAN 48" _j Z U o 0Z C) II w PROPOSED GRADE ° U STEPS Li F- EXISTING RADE U Z O TO INVERT CD REQUIRED *R -3501 N U 145 L.F. 24 "x24" ISTING GRADE 03 L.F. 0.50 12" R.C.P. No 12 R. C. P. 906.02 12" to 21" 906.95 05.50 DESIGN APPROVAL 905.50 Yes Yes 920 910 SCALE: 1 " =50' HOR. 1 " =5' VERT. M O Q O STRUCTURES O N 0 N - W 0 Z O O LESS THAN 48" _j Z U oil Uj PIPE FROM T/C TO PROPOSED GRADE ° WILL REQUIRE STEPS Li '3501 TL EXISTING RADE U Z O TO INVERT SPECIAL DESIGN REQUIRED *R -3501 N & TR 145 L.F. 24 "x24" 1.00 DESIGN APPROVAL No 12 R. C. P. Yes 12" to 21" 906.95 U DESIGN APPROVAL 905.50 Yes Yes 18" to 21" U NOTE: FOR INSTALLATION OF STORM MAINS, W.�TER MAINS, SANITARY MAINS, WATER SERVICE LATERLS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEM EN T TO THE TOP OF THE INSTALLED PIPE SH ALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUB GRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF I HE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: 1 "= 60' NOTE: Storm Sewers Bedding, Haunching, Initial Backfill Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the . pipe prior to placement of the pipe. Haunching and initial backfill shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirement of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. S:\Legal\Carmel RCP Installation Review02 -01 -05 \Storm Sewers.doc ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW N OTE: CONSTRUCTION TOLERANCE FOR YARD INLETS WILL BE +0.0'TO -0.20' N OTE: "EXCEPT FOR FORCE MAINS, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES AND STORM SEWERS IS 18" OR LESS." ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING TO ESTABLISH PLAN CASTING GRADE. ALL STORM SEWER CASTINGS SHALL BE STAMPED "DUMP NO WASTE - DRAINS TO WATERWAY" • IAN 1 93 * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX ** INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE SCALE: 1 " =50' HOR. 1 " =5' VERT. SPECIAL NOTE: STRUCTURES DEEPER THAN 48- FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. r0^' W STRUCTURES STRUCTURES ANGLE AND - Q0 LESS THAN 48" GREATER THAN QUALITY OF PIPES CURB CASTING PIPE FROM T/C TO 48" FROM T/C WILL REQUIRE STEPS CASTING '3501 TL SIZE INVERT TO INVERT SPECIAL DESIGN REQUIRED *R -3501 N & TR 12" to 18" 24 "x24" Q0j DESIGN APPROVAL No Yes Yes 12" to 21" 30 "x30" U DESIGN APPROVAL No Yes Yes 18" to 21" U MH /BOX DESIGN APPROVAL Yes Yes Yes 21" to 27" 24 "x36" O DESIGN APPROVAL No No Yes 12" to 24" 36 "x36" U 190 L.F. 0.25% 18 R.C.P. DESIGN APPROVAL No Yes Yes 24" OR DESIGN 357 L.F. ti•�5 7o DESIGN cD � I LARGER APPROVAL 00 N-) APPROVAL No No Yes 24" or LARGER » MH /BOX DESIGN APPROVAL Yes ** Yes Yes * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX ** INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE SCALE: 1 " =50' HOR. 1 " =5' VERT. SPECIAL NOTE: STRUCTURES DEEPER THAN 48- FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. r0^' W 100 \ - A0, ' - Q0 C_ W Li Z O Z� F- Li Q Z� O O 0 a Opp JO ZO O II W Q LL 0 (-? Q0j p11 O C� LJj Q U W (n W F- U � • U � - O O\ EXISTING GRADE PROPOSED GRADE U 190 L.F. 0.25% 18 R.C.P. 3 w Ll..l 18" R_C_P_ N „ 152 L.F. 0.25% 21 R.C.P. 357 L.F. ti•�5 7o � cD � I 905.50 00 N-) CD 11:d- 905.02 905.02 » 3.75 904.13 904.13 LJ Z Q 12 R.C.P. a, � /) INV.= 903.75 144 L.F. 12" R.C.P. E. V J Q C�d 24" R.C.P. INV.= 904.13 CZ5r V V.= 903.75 o w Z M V) z 0 U) N w cr- Q w F- Q 0 ��% • sTOEPpF ' -#., � \STE •'• �� ° No. 19358 -o STATE OF Q .C� � �• O Cn Q Li • LL LJj U • U � - O w Ll..l CD N � cD � I 00 N-) CD 11:d- C) Z Q a, � /) x N V J Q C�d CZ5r V o w Z cl:� � a, � C W o r-- F-- J � Q W Z CD W Cn � Z O C) U W J O Z Q J O (00 Y � w Q � w Z D O U) W V � w Q � J Q Z Q D Z J I W Q 0 DRAWN BY: CHECKED BY: BAH EEF SHEET N0. S & A JOB NO. 4176055 a Ln 0 of M M O 0 Ln 00 O J cn "c) fu L 0 cn V Ln O ko V w z N � 1' -0 "(MIN.) N (CONFORM TO LOCAL REQUIREMENTS) X Q �I VALVE BOX t 4' SIDEWALK ( COVER O LJVI\ I LINE W 0' -6" m MIN. I �- W cr D a W a 0 2' -0" DIA.X2' -0 "DEEP DRAINAGE PIT IN ACCORDANCE WITH SPECIFICATIONS GATE VALVE WATER MAIN TEE OR ANCHORING TEE CONCRETE / CONCRETE CONCRETE BEARING PAD THRUST BLOCK THRUST BLOCK OR ANCHOR CAST —IN —PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED FIRE HYDRANT DETAIL (NO SCALE) ALL WATERMAIN SERVICE LINES TO TERMINATE 8 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. NOTE: POSI -CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. NO WATERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS, CURBS, OR SIDEWALKS. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID. AND WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID FULL DEPTH GRANULAR BACKFILL IS NEEDED FOR ALL STREET CROSSINGS ALL WATERMAINS SHALL BE DUCTILE IRON AND SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE. 0. D. + 1' 7 II I I Fu ANGLE VALVE M I PROTECTED WITH PLASTIC WRAP �IIII IIII: z J d' 1n , .. CORP. I o COCK I I I I a 1" COPPER SERVICE lot PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) No FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. EX VTIN EXISTINi N TE E ­ tr h f h,1 r � 4 °•� r fl i , d r x� r 7 1 } 7 %f( a 1 zr �r r t r f 141ST STREET O m 0 D O O m 0 D D SCALE: 1 "= 50' NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITAR SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREL-_;ATE MATERIAL ABOVE THE SUBGRADE ) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRI N BEN T REQUIREMENT SHALL GOVERN. LEGEND /,O*N k-a' a/ �L PROPOSED HYDRANT VALVE �1 TEE m V) z 0 U) w w Q LIJ Q 0 `��� • sTOEPp�''�•�*lee `��` ` • �'•' •,STc— '•'••••• '''I� -:p Q No. 19358 _ -o STATE OF ;= 1 ONAL ��.� ��11111111lilto cfl O rn 0 w w U U � Y s Q < W LENGTH OF IPE TO BE RESTRAINED w Cn W > o IN EACH DIRECTION FROM 1/4 OF BEND � M 0 N BASED ON 150 psi TEST PRESSURE Q cn W Z Q O 0- 6" 8" 10" 12" 14 16" 18" 20° - � 0 °, O Z Q bi 90 TEES & PLUGS r- 95' 115' Q � W Y (n Q C Q 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' L 00 -� 22 -1/20 o 00 12' 14' w -� 11-1/40 2' 2' 3' 3' 4' 4' 4' S' FEw J W 0 JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, w o FLEX JOINT SYSTEM, US PIPE FIELD LOK ,° --� � c Q w z CD 0 BAH EEF NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE CD SHEET w Ln LENGTHS ARE REQUIRED. C 7 O O CD z A JOB N0. 4176055 t- 0 C) U Q z Q 0 z Y PRESSURE PIPE JOINT RESTRAINT TABLE < W LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE � W Z Q O DEGREE OF BEND 6" 8" 10" 12" 14 16" 18" 20° 24 30 � Vi � °, bi 90 TEES & PLUGS 27 35' 42' 50' S8' 65' 73' 80' 95' 115' Q � W Y (n Q 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' -� 22 -1/20 3' 4' S' 6' 7' 8' 9' 10' 12' 14' 11-1/40 2' 2' 3' 3' 4' 4' 4' S' g' 7' J W RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, � US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, < Op I \ L `� V rAL. DRAWN BY: CHECKED BT: BAH EEF NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS SHEET THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. C 7 O O A JOB N0. 4176055 ,r--t 000 ■ ■ In 01 O N 00 O J -v .a� C CD CD 00 ._*0 Cn "0 V) 0 110 N �r i TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard Specifications. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be Aprecast concrete@ manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443- Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer =s recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimney =s including all riser rings shall be sealed using Infi - Shield AUniband@ or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer =s representative, should a discrepancy occur between plan grade and existing grade. New 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 Aas built@ prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in plc :; :.. �)t least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iro�i pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12 -incl es above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches abu:-� shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District =s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. TABLE 1 MINalUM SPECIFIED TINE REQUIRED FORA 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED TABLE 1 Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5 :40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 1 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 1 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 96:37 53:26 71:13 1 89:02 1 108:50 124:38 142:25 160:15 33 -72:10 ?2 25.85'1 L 49: �5 64:19 98:10 1,0749 � 29:1 F1 150:43 I a2:2 a 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 FINISH Gf �nr N r- INFI "UNI BUTYL RL N x M CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BESET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON - SHRINK GROUT PER SPECS SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. AN H OLE TO PIPE CONNECTION BOOTS, CLU DING LATERALS, SHALL BE A- LOCK, DU RA =AL OR APPROVED EQUAL. 6" MIN. CONCRETE ENCASEMENT 6" MIN. COMPACTED #8 STONE I.D. SANITARY MANHOLE -TYPE "B" NOT TO SCALE "A BOTTOM OF TRENCH SANITARY MANHOLE R -1642A NOT -TO -SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line- one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer tine from the building to the septic tank may only be used if it is located under a buildimi addition, patio, porch or paved driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second Inspection is required, or contractor is not on site for scheduled inspection, or farts to cancel inspection, an additional fee of $100.00 will be due. Ttis must to paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank •. _.shalt be abandoned and filled with earthen material in a safe and sanitary manner.` Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE • PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F-477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no diner than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer rorior to installation. 9. Where a transition is rnade between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall bo used. 10. Laterals shall terminate within 3 feet of the building u"ess the conditions in itern #3 above are met. No Glued pipe shall be imtalled o0sida of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of Ma.m. to 4:30 p.m. Monday through Friday. All District standards can be located on our web site at Clay Township Regional Waste Distrct 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 1344 -9203 12. Septic effluent shall no be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 trouts prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire lenctth of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral- rev.01-05akr NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2500 psi CONCRETE PERSPECTIVE VIEW - EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS. CONCRETE CRADLE NOT -TO -SCALE NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 0X2 (MAX) TRENCH N7DTH 6" PIPE TAMPED IN PLACE //8 CRUSHED STONE 6" SANITARY SEWER SER Vti CE CON N EOTti ON NOT -TO -SCALE UNDISTURBED EARTH MANHOLE CASTING SCHEDULE MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 104522 1045WT CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BESET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON - SHRINK GROUT PER SPECS SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. AN H OLE TO PIPE CONNECTION BOOTS, CLU DING LATERALS, SHALL BE A- LOCK, DU RA =AL OR APPROVED EQUAL. 6" MIN. CONCRETE ENCASEMENT 6" MIN. COMPACTED #8 STONE I.D. SANITARY MANHOLE -TYPE "B" NOT TO SCALE "A BOTTOM OF TRENCH SANITARY MANHOLE R -1642A NOT -TO -SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line- one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer tine from the building to the septic tank may only be used if it is located under a buildimi addition, patio, porch or paved driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second Inspection is required, or contractor is not on site for scheduled inspection, or farts to cancel inspection, an additional fee of $100.00 will be due. Ttis must to paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank •. _.shalt be abandoned and filled with earthen material in a safe and sanitary manner.` Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE • PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F-477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no diner than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer rorior to installation. 9. Where a transition is rnade between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall bo used. 10. Laterals shall terminate within 3 feet of the building u"ess the conditions in itern #3 above are met. No Glued pipe shall be imtalled o0sida of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of Ma.m. to 4:30 p.m. Monday through Friday. All District standards can be located on our web site at Clay Township Regional Waste Distrct 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 1344 -9203 12. Septic effluent shall no be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 trouts prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire lenctth of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral- rev.01-05akr NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2500 psi CONCRETE PERSPECTIVE VIEW - EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS. CONCRETE CRADLE NOT -TO -SCALE NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 0X2 (MAX) TRENCH N7DTH 6" PIPE TAMPED IN PLACE //8 CRUSHED STONE 6" SANITARY SEWER SER Vti CE CON N EOTti ON NOT -TO -SCALE UNDISTURBED EARTH MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R -1642A R- 1916 -F1 AST JORDAN 104522 1045WT CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2 KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE 11MANHOLE CASTING SCHEDULE). FINISH GRADE PRECAST CONCRETE ADJUSTING RING x 24• :. I C4 < Di A. r DOUBLE ROW OF KENT SEAL .• MANHOLE STEPS PER SPECS INFISHIELD "UNIBAND" •: INTERIOR JOINTS AND LIFT HOLES BUTYL RUBBER SHALL BE SEALED WITH NON- SHRINK GROUT PER SPECS, NO GROUT ABOVE '.1 R TOP OF CONE SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET o Ld EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF r KENT SEAL OR SINGLE ROW OF 1 KENT SEAL :•. a. MANHOLE REINF. PER ASTM SPECS I PIPE DIA. PER PLAN & PROFILE t C-4 • "8" BENCHWALL SHALL BE CLASS CONC. w BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. Q J s MANHOLE TO PIPE CONNECTION BOOTS, - INCLUDING LATERALS, SHALL BE A -LOCK. DURA °- SEAL OR APPROVED EQUAL. PRESS -SEAL, ' KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE INVERT DEPTHS OF 14 FT. OR GREATER. 4'- 0 wy_ 1 6" MIN. COMPACTED #8 STONE l 1'i, SANITARY MANHOLE - TYPE "A" NOT TO SCALE MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244 -93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. M71 11 III II II MIN. WIDTH L25 (O.D.) -12" ... � ..B" BURROW COMPACTED AT ^nj 95% PROCTOR DENSITY. -III ......'... _ .. ;.': 900 .. :. ` .....'.:.., .': #8 CRUSHED STONE BELL HOE EXCAVATED. BEDDING DETAIL NOT -TO -SCALE (SEE NOTE THIS SHEET FOR BEDDING IN PAVEMENT) APPROVED SURFACE MARKER NOT -TO -SCALE SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE MIN. SLOPE SHALL BE MAIN SEWER m U) 0 U) w t1 Y < H 0 ��'i ���• STOEPp��'O.J�p `� ••.•....... ...•.• 0i 4} O i aft No 19358 STATE OF Q '••'�••• �NDIAP N ••• •: � �`` /ONAL �•% O J � \ � Q W W � D o Ld � D O Lt_ Q J UP) w U .- Of O >_ W N CD CD Ln � N I - o CO c) Z < rn x Co N a� � to C) ono W W -o U-) I a� •_> 00 W o ° I - J 0 Q (� Z o 0 J w cn O z � o V) U < Z _< D Z J W Q U DRAWN BY: CHECKED BY: BAH EEF SHEET N0. S &AJOBNO. 41760S5 J � � Q W W � D � D O Q J UP) J W Q U DRAWN BY: CHECKED BY: BAH EEF SHEET N0. S &AJOBNO. 41760S5 ri V•�\ a N ■ ■ to O O Cn 4 0 0 U i Cn Ln 0 Iko i OFFICE OF THE HAMILTON' COUNTY SURVEYOR DEBRIS GUARD SIDE PROFILE ♦ -eAR3 s -ull L TOP VIEW 101.T TO APRON 1• now AX. 1009 Or CONCxer9 a BOLT PLATO AMID ' /,'Z. ^x1o" /- TTT. NOTES: 1. BARS & PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: Q. 4.,jao KEN C. WA YD, HAMILTON COUNTY SURVEYOR DATE D -12 DIA. A Pon V -bar No. of 11-bar Bolt "A" D Size Size H -bars Size Dia. Dim. 2 Inches Inches Re 'd Inches Inches Inches a 18 1/2 3 5/8 1/2 5 9 24 5/8 4 3/4 1/2 7 $4 30 5/8 4 3/4 1/2 7 1/2 05 38 3/4 4 1 1/2 10 1/2 m p' 42 3/4 4 1 3/4 11 a' 48 54 3/4 3/4 4 4 1 2 i e 1 2 i e 3/4 3/4 12 12 A 80 3/4 5 1 2 ipe 3/4 14 14 72 1 3/4 1 5 1 2 1 e 3/4 14 4 84 3/4 1 6 1 ?pipe 3/4 15 NOTES: 1. BARS & PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: Q. 4.,jao KEN C. WA YD, HAMILTON COUNTY SURVEYOR DATE D -12 DIA. 12 1/2 3 5/8 1/2 4 D 15 1/2 3 5/8 1/2 4 1/2 2 18 1/2 4 5/8 1/2 4 1/2 y 21 1/2 4 5/8 1/2 5. 0 24 5/8 4 3/4 1/2 5 a 27 5/8 4 3/4 1/2 5 1/2 990 30 5/8 4 3/4 1/2 5 1/2 lu n. 36 3/4 1 4 1 3/4 S c>~ 42 3/4 4 1 3/4 8 13 48 3/4 5 1 3/4 8 q 54 3/4 .6 11/2 P i p e 3/4 8 4 1/2 60 3/4 5 1/2 1 e 3/4 8 a 66 3/4 6 1 Zpipe 3/4 8 30 72 3/4 6 I Z i e 3/4 9 3 84 3/4 7 1 2pipe 3/4 10 3 3 4 90 1 3/4 1 7 l 2 i e 3/4 14 NOTES: 1. BARS & PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: Q. 4.,jao KEN C. WA YD, HAMILTON COUNTY SURVEYOR DATE D -12 DIA. WALL G or T WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 12 2 1 1/2 530 4 24 48 1/872 7 24 13 10 1 16 9 3 1 2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/42 1 4 1280 9 1 35 38 73 42 22 16 1/8 13 4 24 3 2 1/2 1520 9 1 /2143 1 2 30 3 1 2 48 25 16 11/16 14 4 1/2 27 3 1/4 2 1/2 1930110 1 2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/24 1 2 30 3 1 2 3 2190 12 54 9 3/473 3 60 31 18 5 16 15 5 33 3 3 4 3 3/8 3150 13 1/3 8 1/239 1 4 7 3 66 34 23 3/4 17 1/2 5 1/2 36 4 3 1/2 4100 15 1 63 34 3 7 3 72 37 24 1/16 20 5 1/2 42 4 1/213 3 4 5380 21 1 63 35 98 78 43 27 1 4 22 5 1 2 48 5 4 1 4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4 54 5 1/21 4 3 4 8040 27 65 35 100 1 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 1 96 61 36 3/4 24 6 3/4 66 6 1 2 5 1 2 10630 24 78 21 99 1 102 67 35 11/16 24 7 1/4 72 7 6 12520 34 1 78 21 99 1 108 73 38 5/8 24 7 3/4 78 7 1 2 6 1 2 14430 24 �_78 78 21 99 1 114 79 41 15/16 24 8 1/2 84 8 7 16350 24 21 99 120 85 4413 16 24 9 d~ 9 1/32 TAPER PER INCH PER SIDE. HORIZONTAL FLARE a� 9 WALL NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. SECTION B -B PRECAST CONCRETE END SECTION DETAIL NO-N- ASPHALTIC MAS ?IC OR BUTYL RUBBER SEAL BISTYEEN JOINTS 16" TYPICAL h!A?+1HDLE PIPE PIPE TURNS OFFICE DIA.-'G° OF THE HAMILTON COUNTY SURVEYOR EYO R 9a" 413" GREATER THAN 45 TO 9O DEC C P AND COVER STANDARD MANHOLE UP TO 00 DEG 84" 42" AS SPECIFIED 84" FOR. PIP-E SIZES 24" THRU 66'r TURNS UP TO 45 DEG 72" 42 " -4E3" UP TO 45 DEG $0" PRECAST CONCRETE AWU9TER RINGS IF STRAIGHT THRU 80" 24'" -33- NON-ASPHALTIC OT3' NEEDED ([2 INCHES GF RINGS 11AXIMULD. (INCHES) ' SPECIAL DESIGN 11ASTIC OR BUTYL RUBBER. 24" DIAMETER ,� ` STANDARD PRECAST MANHOLZ CAP Oa Ca1IE BUTYL RUBBER SEAL 12 TO 18 SEAL BETWEEN JGI MATS +•• 1' MIN. OVER SETXERN JOINTS NO YES YES a" AlENIt.(U31 ; 4' DIAMETER 6" MINIU1111 t j NO-N- ASPHALTIC MAS ?IC OR BUTYL RUBBER SEAL BISTYEEN JOINTS 16" TYPICAL h!A?+1HDLE PIPE PIPE TURNS DIA: "B" DIA.-'G° CURB 9a" 413" GREATER THAN 45 TO 9O DEC E)8" 54 " -i1B" UP TO 00 DEG 84" 42" CREATER THAN 46 TO 90 DEG 84" 482" TURNS UP TO 45 DEG 72" 42 " -4E3" UP TO 45 DEG $0" 33 -' -38" STRAIGHT THRU 80" 24'" -33- GREATER THAN 45 TO 80 DEG OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES • - - - - • • - -. � PULL HEIGHT MANHOLE ANGLE AND STEPS CURB . • . _ - STEPS AS SPEci rIED SIZE LESS THAN 48" GREATER THAN --- '--- - - - - -- CONCRETE REDUCER CAP REQUIRED CASTING 113501 TL NOTE: FROM T/C TO 48" FROM T/C PIPES WILL -MANHOLE CONFORMS TO •R -3501N & TR D�oo off° ASTU C -478 -NO BRICK OR BLOCK WILL TO INVERT REQUIRE 5?8 BE ALLOWED IN MANHOLE OT3' BUTYL RUBBER SEAL AT JOINTS. (INCHES) DIA. "F'> -O- RING GASKET. NON - ASPHALTIC MASTIC OR SPECIAL DESIGN (DRAWING NOT TO SCALE) HAMILTON COUNTY BUTYL RUBBER SEAL 12 TO 18 24 X 24 +•• 1' MIN. OVER SETXERN JOINTS NO YES YES HIGHEST PIPE ; WALLS TO BE CONSTRUCTED APPROVAL PREF'ORXZD HOLE TO MAXIMVU REDUCING T \/ 12 TO 21 OF PIPE O.D. •6" WITH + ++ DESIGN NO NON - SHRINK CEMENT GROUT YES MINIMUM SLOPE 0.3OX -► -I- n APPROVAL 3" MINIMUM 4" SSD MI N. :f.'�:: ,'; •:� . , -, ,'� ; :'�� , ENCIi WALLS AT XINIHU1E PER SLDPE- BENCH FOOT 18 TO 21 PRECAST BASE MH /BOX LLS TO CONSTRUCTED YES YES YES • . .. TO SPRING L.NE OF P[PEi. MINIMUM 6" SUB SURFACE DRAIN APPROVAL D - PIPE DIAMETER TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING NOT TO SCALE) 21 TO 27 24 X 38. OR + ++ DESIGN NO Ej I 111N. YES 3•• MIN. t, � IF APPROVAL (DRAWING NOT TO SCALE] ONE COMPLETE GNIT OF PRECAST CONCRETE MANHOLE SASE AND RISER OR APPROVED ALTERNATIVE 12 TO 24 38 X 38 HAMILTON COUNTY SURVEYOR'S OFFICE DESIGN NO YES REVISED= 1 FEB 2002 ^_ -'' (D STANDARD PLAN � APPROVED: Z/f /6 KENTON C- WA., 7E D-21 DESIGN +•• , HAM1L ?0tti CVN Y SURVEYOR NO NO YES OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 113501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL l III III III I I I •R -3501N & TR D�oo off° INVERT TO INVERT REQUIRE 5?8 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS. OT3' BUTYL RUBBER SEAL AT JOINTS. (INCHES) DETAIL SPECIAL DESIGN (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 12 TO 18 24 X 24 +•• DESIGN NO YES YES D-16 o WALLS TO BE CONSTRUCTED APPROVAL .�� REDUCING T \/ 12 TO 21 30 X 30. + ++ DESIGN NO YES YES MINIMUM SLOPE 0.3OX -► -I- a APPROVAL 3" MINIMUM 4" SSD MI N. :f.'�:: ,'; •:� . , -, ,'� ; :'�� , :`.' 18 TO 21 PRECAST BASE MH /BOX DESIGN YES YES YES ' '''''` `'' MINIMUM 6" SUB SURFACE DRAIN APPROVAL D - PIPE DIAMETER TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING NOT TO SCALE) 21 TO 27 24 X 38. OR + ++ DESIGN NO NO YES 36 X 36 (DRAWING NOT TO SCALE) APPROVAL 12 TO 24 38 X 38 ••+ DESIGN NO YES YES ^_ (D APPROVAL � � 24 OR LARGER DESIGN +•• DESIGN NO NO YES APPROVAL N APPROVAL or- Q) C_ Cn u7 24 OR LARGER MH /BOX DESIGN YES** YES YES APPROVAL C Q) + PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. * *INCOUING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE: STRUCTURES DEEPER THAN 46" FROM T/C TO INVERT WILL BE A M.H. OR A HOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: KENTON C. D. HAMILTON OUNTY SURVEYOR D E D-18 D � C B 3 k, +1 A. �jA L E DIA. WALL 0.0469' A ` (GROOVE - OUTLET END) SKI RI (TONGUE -INLET END) SECTION A -A zpproved by EamilLon Crnutnty �1lrtrntirni• ^c f1} }1ne OFFICE OF TNF. u A MIT TONT 0nTTXTrPXT CtiTTT•11r•r '%TrNr� EXISTING GRADE — — -- � - ws v a � ♦ 1J 1 V 11, III � -,- �,� (MIN.) � - r t I I I I ni- .- i 11 1 ! 1 _ •t . 1 --- ' ' ' "' �- PROPOSED GRADE I I I I I I (I III III I (I III III III 11-7-11 I III III III ;• UNDERCUT SWALE BY 0.2' I I �� TO ALLOW FOR FUTURE SILTING. 11 1tt 111 1.1 III III III III III I —I II UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/. SLOPE EXISTING GRADE I l�r•T. 3 (MIN.) .. • - :I 1 ! I I I I ! III III �-r�i =_ __.. ' ._.._ - -�•T I III PROPOSED GRADE I I I I I I I I I I I • ' •1. UNDERCUT SWALE BY 0.2' El I l l I l o o -- O - TO ALLOW FOR FUTURE SILTINC'I I I ��� ! I l III I° o ° o l l e8 l III III III I I I GRAVEL O o O %C' 0 x D�oo off° E- A O o PERFORATED SUBSURFACE DRAIN (SSD) PIPE W[TH MINIMUM 0.6X GRADIENT. 5?8 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS. OT3' BUTYL RUBBER SEAL AT JOINTS. TYPICAL SWALE DETAIL p (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE •8 WASHED GRAVEL j/ OR CLASS "A" o�\ REVISED. 1 FEB 2002 APPROVED: %Z" PER FOOT SLOPE. BENCH STANDARD PLAN KENTON C. WAR D• AMILTON COU TY SURVEYOR D TE D-16 143 -5 M 1 33' IS35 —j QI& B.C. fi Cl ECfT�II_�Cr Pf.CtC-iCLCS f'.s� 'j i�`} 'X 3�. ^ � t ; r�' C4Br♦r3 ;II .si Coiat,+n] C]P. B.G 0 -: -HOR MOLE D Irhl!. FUG ECA-C "P£ 'B' W- ESSEB °47CKE S 2' [Ekml PA=S LETTERS f- F.L5-( r? Try rJLiiF� OF L� ti 2; tW3,.7E2nn: E z5 6"8' C664ari) C � � -L � FOR CONCRETE END SECTIO�tS I `•It 5 S I F �•-15. r \l '� I S'ACltli.G LLCS V D T V• • V Q . �E 24" SND SECr)ala - = ALLTIir2EAD 2' CEInTJ iCt4G k •... -. -rte HA�'fILTO�T COUN'I'�'• SURVEYOR'S � FICE OFFICE.. OF THE HAhULTON COUNTY SURVEYOR `1 r 1,If 23 112' (96.r] I i _- 1410a.,a-rF. L 11 4 Lr2' �• E, L ' .• ~� OFFICE OF THE HAMILTON 6" STEEL FENCE ( "T ") POST CAP & TAPE Z EXTENSION SECURED TO STEEL POST CD PROPOSED GRADE 8" COUNTY SUR.V-EYOR NOTE: EXTENSION TO 13E SECURED TO STEEL POST IN 2 LOCATIONS TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. IF EXTENSION IS NOT UTILIZED, IT IS TO BE CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED ON CURB. (SEE CURB STAMP DETAIL) HAMILTON COUNTY SURVEYO.R'S . OFF-ICE REVISED: 1 JAN 2000 STANDARD PLAN APPROVED: 4j4&I °O SSD-1 KENTON' C. WARD, HA ILTON COUNTY SURVEYOR DATE OF FICE OF T'I-IE H A�'iILTON COUNTY SUR�zEY OR -L � FOR CONCRETE END SECTIO�tS SIDE PROFILE TOP �'IE%tiT 1' `•It t 1 i,! r'FEE;L ALL TiifiE,1�F � ,� - `__f�!'---------- - - - - -- - 5z� - - - -� Y, ^za.I R" .11.:14. i�.I �1.i�i II t.- -• F r �'-__ - •�__... -�• __- -_�� -: 1� t 4 ( STEy� . NUTS & �- ASIIER.�. I F END PRCtFILE r \l � 1 .c.EIrL _' L TfiF.ir&IY BOLT I- :OOZiS_ 1' tG \ / /\ // V D T V• • V Q . ALLTHREAD SPA.CI:'J ^v TO BE TWO FECt FGC'•" E t: .2'` E.dl? y)?>CT�a }I - 2 ALLTHF.BAD 24" SND SECr)ala - = ALLTIir2EAD (O,rr,l.tfr'iN�G NOT rG 51�aLE� •... -. -rte HA�'fILTO�T COUN'I'�'• SURVEYOR'S � FICE REVISED: i JAN 2�•u� / 00 APPROVED: '�.iarw oo 0-5 /il O p O p 5?8 W BUTYL RUBBER SEAL AT JOINTS. U) �O p 48" DIAMETER PRECAST CONCRETE SECTION BENCH WALLS AT MINIMUM •8 WASHED GRAVEL j/ OR CLASS "A" o�\ / cc PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON-SHRINK %Z" PER FOOT SLOPE. BENCH WASHED STONE \/ o o o WALLS TO BE CONSTRUCTED .�� REDUCING T \/ TO SPRING LINE OF PIPE. ;:^ :.•:.: ' REQUIRED o o • U MINIMUM SLOPE 0.3OX -► -I- a 3" MINIMUM 4" SSD MI N. :f.'�:: ,'; •:� . , -, ,'� ; :'�� , :`.' o PRECAST BASE • :� ..• ..j ..:.::.i .: •�•' �' '' '' 12" MIN. REINFORCED BAR •4 0 12" ON CENTER OR 8" OR 8" PER SECTION 18" MAX. ' '''''` `'' MINIMUM 6" SUB SURFACE DRAIN TYPICAL SSD LATERAL D - PIPE DIAMETER TO INDIVIDUAL LOTS ALONG .STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYO.R'S . OFF-ICE REVISED: 1 JAN 2000 STANDARD PLAN APPROVED: 4j4&I °O SSD-1 KENTON' C. WARD, HA ILTON COUNTY SURVEYOR DATE OF FICE OF T'I-IE H A�'iILTON COUNTY SUR�zEY OR -L � FOR CONCRETE END SECTIO�tS SIDE PROFILE TOP �'IE%tiT 1' `•It t 1 i,! r'FEE;L ALL TiifiE,1�F � ,� - `__f�!'---------- - - - - -- - 5z� - - - -� Y, ^za.I R" .11.:14. i�.I �1.i�i II t.- -• F r �'-__ - •�__... -�• __- -_�� -: 1� t 4 ( STEy� . NUTS & �- ASIIER.�. I F END PRCtFILE r \l � 1 .c.EIrL _' L TfiF.ir&IY BOLT I- :OOZiS_ 1' tG �: WIDTH cF [3ItD 3ECTI0:�1 ALLTHREAD SPA.CI:'J ^v TO BE TWO FECt FGC'•" E t: .2'` E.dl? y)?>CT�a }I - 2 ALLTHF.BAD 24" SND SECr)ala - = ALLTIir2EAD (O,rr,l.tfr'iN�G NOT rG 51�aLE� •... -. -rte HA�'fILTO�T COUN'I'�'• SURVEYOR'S � FICE REVISED: i JAN 2�•u� / STA�TDnFcL� PL -�Pd APPROVED: '�.iarw oo 0-5 �inl::,.'. .hl:;L; 0)i COG'IyTY DATE 2' -0" Odo � I lS� q of � o° 10 0 oQ �o 0 0 Dz�D o� 3 0 D D 8dD RIP —RAP DETAIL r+oT- ro-sc,ue FL' 71 LC:ti I r J& N OTE TO CON-MAC TOR: TH E CI TY OF CARM EL AND THE HAMILTON COUNTY SURVEYORS OFFICE REQUIRES DOUBLE WALL RANCOR HI —Q SSD PIPE OR EQUAL TO BE USED, OF`F'ICE- OF THE HAMILTON CDC; NTY SURVEYOR E % .. k ,' JJ� DF'3d1'iTJa % tf Q I � �f 71KhTms TQ I AT6P.yAY Ir1 E ri 4 t• u R u u E } N c f 117 E E S�1 ti r f � ` rte": _ .. T•^l.�R* N X T 2 :/4' n [ =7mn3 I o•, C25�1a.7 C�:t,rs7 h L•. XUa NXEi ALL Dit•:E4SIC'%J5 S IC•� N ARL. IN ENGI LGA dr10 :PEE -R -sC.'. ; � q'�,, FRE: CPEN A- 276 =mot -AEtE INCHES ^ X >- HATERIAL: CAS" GRAY' [R014 ASTM A-4a, Cc 43S 353 X 'Fit4:S'sif t�� �r ^.Twl � ►r_IC:irr . 22s x a E NEENAH 434.2 V) EAST JORDAN 64891 + Or apprcved. by HamiltOD Counig Z;urveyar's 011tce dl)RAWING NOT TO SCALD H AI fILTON COUNTY SURVEYOR'S OFFICE BEE EVE II�TLET CAS i IN�r REVISED: 11/16/2004 ' STANDARD PLAN APPROVED: -r was KENT3Ic C. RD, HAlIIi.TON COUNTY S',I:rV8YCE1 DATE CT-10 OFFICE OF THE HAMILTON COUNTY SURVEYOR NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER. STING FRAME AND COVER AS SPECIFIED PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE • - �:': CONDITIONS. CONE TOP TO HATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOL STEPS AS SPECIFIED. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED KENTON C. WAR AMILTON COUNT SURVEYOR ATE D-20 ON COUNTY SURVrvnR Storm Sewers Bedding, Haunching, Initial Backfill Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible but shall be loosely placed unc pacte ci material under the middle third of the pipe prior to placement of the pipe. Haunching and Initial backfill shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirement of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 -feet of P avement shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. S:\Legal\Carmel RCP Installation Review02 -01 -05 \Storm Sewers.doc M 0 O LLJ Cif Of Q LLI I- 0 �. STOEPp • 0 No.= s - 19358 STATE OF •:� Q �• .c� •''••. �NDIANP ' ��, �•,�+ ZONAL ''��JIfIf 11111111��`` CO C) •r J b" MINIMUM �: �• NOTE: MANHOLE CONFORMS r— ' TO ASTM 478 0 Z - O 0 -RING GASKET NON- ASPHALTIC MASTIC OR :fit ''= F W BUTYL RUBBER SEAL AT JOINTS. U) �O LL_ 48" DIAMETER PRECAST CONCRETE SECTION BENCH WALLS AT MINIMUM •�' '� •�' •':' PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON-SHRINK %Z" PER FOOT SLOPE. BENCH CEMENT GROUT. WALLS TO BE CONSTRUCTED .�� TO SPRING LINE OF PIPE. ;:^ :.•:.: ' NOTE. • U • '�' ;'�: ,' :'�• :'';'. :'�: '': �'; STRUCTURES ARE TO BE GROUTED FULLY. TROWELED z :f.'�:: ,'; •:� . , -, ,'� ; :'�� , :`.' SMOOTH AND BRUSH FINISHED. PRECAST BASE • :� ..• ..j ..:.::.i .: •�•' �' '' '' O REINFORCED BAR •4 0 12" ON CENTER OR 8" OR 8" PER SECTION ' '''''` `'' APPROVED ALTERNATIVE 3" MINIMUM MANHOLE BASE SET ON 6" OF w L0 2 STONE STANDARD MANHOLE FOR PIPE SIZES 1211 THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED KENTON C. WAR AMILTON COUNT SURVEYOR ATE D-20 ON COUNTY SURVrvnR Storm Sewers Bedding, Haunching, Initial Backfill Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible but shall be loosely placed unc pacte ci material under the middle third of the pipe prior to placement of the pipe. Haunching and Initial backfill shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirement of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 -feet of P avement shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. S:\Legal\Carmel RCP Installation Review02 -01 -05 \Storm Sewers.doc M 0 O LLJ Cif Of Q LLI I- 0 �. STOEPp • 0 No.= s - 19358 STATE OF •:� Q �• .c� •''••. �NDIANP ' ��, �•,�+ ZONAL ''��JIfIf 11111111��`` Q z _Q z (n CO C) J L1S J � r— U D 0 Z - O W Y U) �O LL_ LLJ U • U cn z 000 O L0 CV Nt ° CV a0 U o ^_ (D Z Q � � V X N 43 or- Q) C_ Cn u7 r� CD 00 w . C Q) W 0 I` °- U Ir- W p N 0 W cn Q Z O Cn U Q z _Q z (n Y J L1S J � Q U D w Z D O U Y U) �O S &AJOBNO. 41760S5 ' J L1S Q U DRAWN BY: BAH CHECKED BY: EEF SHEET N0. 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I t 4 F, ONLY AS, f4F_-F_DE[) SHADE TREE PLANTING DETAIL 0 4 SNOW FENCE WITH S'METAL FENCE POST to a 11111 = 11111 111111 Nauman ingsommum son :monsoons was WDTH OF DRIP UNE r WS TREE PRESERVATION FENCING . i op- -.4t.4tv ,o--PRL*JE C#4Lv A4 KEDED Atiuu�R Host PRL"t ONLY ^S WEIDED MMU,%TRAD WIRE OR 1-4 GAUZZ VNIREJ 3'tt�,EDDED GAM WLt,�14 "&%H GRAZE 3',$AVC[ Ft F0141-SH CAA�DE I I X blkcAf ILI SOL WXYLVAL DUCMMI. AKHOR COWACIED f1XWLL 4AXTURE IIJAAZAFILL 50k WXTVRE W C0WFXCTLD VACAFU UXTURC NTI. EVERGREEN TREE PLANTING DETAIL ISHRUB PLANTING DETAIL I W$4AIP"r" tF&IFAU lrisl,4�0,110N omyl .3'UMD"D "AK MULCH X-SALIC" COMMONNAME MUL7-STRAND WIPE 01FA 14 GAUGE WWE or CALIPER �_41CUWM $Ot REE WRAPPING 00 COWAZ7fM 4AWLL MIXURE (FOR FALL INSTALLATION ONLY) SHADEMASTER HONEYLOCUST NI L 7'FENCE POST (AS NE-MED) 50 Li NORTHERN RED OAK 3aSHREDDED BAIRK MlItCH 311 50' .-TSAUCER CLEVELAND PEAR Pyrus calleryana 'C.31eveiand Select' 2" 35' FROSH GRADE HERITAGE RIVER BIRCH Betula nigra'Hedtage' 10-12'ht. EXISTING SOL HARVEST GOLD CRABAPPLE BACKFU SOIL MIXTURE' 0 COMPACTED BACKFILL NIOXTURE . . . . . . . . . . 1.5-2" 20-30' . .... .... GALAXY MAGNOLIA NIS. SHADE TREE PLANTING DETAIL 0 4 SNOW FENCE WITH S'METAL FENCE POST to a 11111 = 11111 111111 Nauman ingsommum son :monsoons was WDTH OF DRIP UNE r WS TREE PRESERVATION FENCING . i op- -.4t.4tv ,o--PRL*JE C#4Lv A4 KEDED Atiuu�R Host PRL"t ONLY ^S WEIDED MMU,%TRAD WIRE OR 1-4 GAUZZ VNIREJ 3'tt�,EDDED GAM WLt,�14 "&%H GRAZE 3',$AVC[ Ft F0141-SH CAA�DE I I X blkcAf ILI SOL WXYLVAL DUCMMI. AKHOR COWACIED f1XWLL 4AXTURE IIJAAZAFILL 50k WXTVRE W C0WFXCTLD VACAFU UXTURC NTI. EVERGREEN TREE PLANTING DETAIL ISHRUB PLANTING DETAIL Landscar)e Notes 1. Final placement of plant materials shall be approved by the Landscape Architect before planting operations are to commence. 2. All disturbed existing lawn areas to be returned to existing conditions. 3. All shrub planting areas to be covered with 3" layer of shredded hardwood mulch. All ground cover beds shall be covered w I th 2" shredded hardwood bark mulch. Mulch shall be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility mulch or processed tree trimmings will be allowed. 4. An approved pre—emergent herbicide shall be applied in all planting beds at a rate specified by manufacturer for each plant variety. 5. No substitutes of plant materials will be allowed. If plants are not available the contractor shall notify the architect prior to bid in writing. All plants shall be inspected and tagged with project I.D. at nursery or contractors operations prior to moving to job site. Plants may be inspected and approved or rejected on the job site by architect. 6. All plants shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be guaranteed by the landscape contractor for a period of one year following final inspection by architect. At the end of this period plant material termed dead or unsatisfactory by architect shall be replaced at no additional charge by the contractor. 8. Peat moss to be used on project shall be domestic or imported material, chocolate brown in color and composed of partially decomposed vegetable materials. Peat moss to be mildly acidic in character and shall be approved by architect. 9. Backfill for tree planting shall be 75% approved topsoil and 25% approved peat moss. Top layer of backfill shall be 100% existing topsoil a 5-10-5 analys I s slow release fertilizer shall be incorporated into backfill at approved rates. S: \41760D\Misc\ August 26, 2002 I W$4AIP"r" tF&IFAU lrisl,4�0,110N omyl .3'UMD"D "AK MULCH X-SALIC" COMMONNAME 0 4 V4 GRAIX SIA-4 AS 04U,U) or CALIPER �_41CUWM $Ot j9AZ0&L �"n 00 COWAZ7fM 4AWLL MIXURE SHADEMASTER HONEYLOCUST NI L ORNAMENTAL TREE PLANTING DETAIL Landscar)e Notes 1. Final placement of plant materials shall be approved by the Landscape Architect before planting operations are to commence. 2. All disturbed existing lawn areas to be returned to existing conditions. 3. All shrub planting areas to be covered with 3" layer of shredded hardwood mulch. All ground cover beds shall be covered w I th 2" shredded hardwood bark mulch. Mulch shall be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility mulch or processed tree trimmings will be allowed. 4. An approved pre—emergent herbicide shall be applied in all planting beds at a rate specified by manufacturer for each plant variety. 5. No substitutes of plant materials will be allowed. If plants are not available the contractor shall notify the architect prior to bid in writing. All plants shall be inspected and tagged with project I.D. at nursery or contractors operations prior to moving to job site. Plants may be inspected and approved or rejected on the job site by architect. 6. All plants shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be guaranteed by the landscape contractor for a period of one year following final inspection by architect. At the end of this period plant material termed dead or unsatisfactory by architect shall be replaced at no additional charge by the contractor. 8. Peat moss to be used on project shall be domestic or imported material, chocolate brown in color and composed of partially decomposed vegetable materials. Peat moss to be mildly acidic in character and shall be approved by architect. 9. Backfill for tree planting shall be 75% approved topsoil and 25% approved peat moss. Top layer of backfill shall be 100% existing topsoil a 5-10-5 analys I s slow release fertilizer shall be incorporated into backfill at approved rates. S: \41760D\Misc\ August 26, 2002 SCALE lu= 80' St"ppe&veA& aaa CONSULTING ENGINEERS LAND SURVEYORS (317) 849-5935 FAX:(317) 849-5942 1-800-728-6917 9940 ALLISON\ALLE RD. - FISHERS, INDIANA 46038 >_ I120 co Z CD 5-VOEPp, . ........... 51S LZ T ;:?A 0 I 00 No. 19358 00 STATE OF do 4(�/ ft* 4Z' .0:, �SbNAL PLANT HEIGHT PLANT SYMBOL COMMONNAME BOTANICAL NAME or CALIPER MATURE SIZE 00 SHADEMASTER HONEYLOCUST Gleditsia triacanthos inermisShademaster 2.5" 50 Li NORTHERN RED OAK Quercus rubra 311 50' CLEVELAND PEAR Pyrus calleryana 'C.31eveiand Select' 2" 35' HERITAGE RIVER BIRCH Betula nigra'Hedtage' 10-12'ht. 40' HARVEST GOLD CRABAPPLE Malus'Harvest Gold' 0 ROBIN HILL SERVICEBERRY Amelanchier x grandiflora 'Robin Hill' 1.5-2" 20-30' GALAXY MAGNOLIA Magnolia x quinquepeta, 'Galaxy' WEEPING WILLOW Salix babylonica 2.5 45' NORWAY SPRUCE Picea abies C1114 COLORADO SPRUCE Picea pungens 6-8' ht. 501 WHITE PINE Pinus Strobus 7-9' ht. 70' CY) 00 (SHRUBS) CD < EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. VARIES VARIES SAND CHERRY Prunus cistena 46 BURNING BUSH Euonymus alataCompacta' LL1 STREET TREES LLJ 0 NORTHERN RED OAK Quercus rubra CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' 2.5-3 40-60' REDMOND LINDEN Tilia americana 'Redmond' BLACK MAPLE Acer nigrum SCALE lu= 80' St"ppe&veA& aaa CONSULTING ENGINEERS LAND SURVEYORS (317) 849-5935 FAX:(317) 849-5942 1-800-728-6917 9940 ALLISON\ALLE RD. - FISHERS, INDIANA 46038 >_ I120 co Z CD 5-VOEPp, . ........... 51S LZ T ;:?A 0 I 00 No. 19358 00 STATE OF do 4(�/ ft* 4Z' .0:, �SbNAL up) 00 < Li U) LIJ 0 LLJ C1114 0.00 CD CD CY) 00 CD < r4-) Q0 00 48 0 r�_ 46 CD 00 LL1 LLJ 0 00 0 LJ) < CD CF) CY) 0 C- up) __J Ld DRAWN BY: CHECKED BY: BAH EEF SHEET NO. S & A JOB NO. 4176OS5 < U) __J Ld DRAWN BY: CHECKED BY: BAH EEF SHEET NO. S & A JOB NO. 4176OS5