Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05110022 Civil Construction Documents date of submission 10/20/2005 (no Rcv. DOCS stamp on plans)
\PW Temp \dms12, PROJECT LOCATION VICINITY MAP NO SCALE OPERATING AUTHORITIES GAS CABLE TELEVISION WATER VECTREN BRIGHT HOUSE NETWORKS VEOLIA WATER INDIANAPOLIS P.O.Box 1700 516 East Carmel Drive 1220 Waterway Boulevard Noblesville, Indiana 46060 Carmel, Indiana 46032 P.O. Box 1220 317 - 776 -5573 317 -972 -9700 Indianapolis, Indiana 46206 Jim Scott 317- 263 -6309 Mark Shockley ELECTRIC STREETS TELEPHONE CINERGY / PSI HAMILTON COUNTY SBC 1441 South Guilford Road HIGHWAY DEPARTMENT 5858 North College Avenue Carmel, Indiana 46032 1770 South 10th Street Indianapolis, Indiana 46220 317- 776 -5347 Noblesville, Indiana 46060 317 -773 -7770 317- 972 -9700 Rick McClain Mike McBride Jeremy Pendelton SANITARY STORM FIRE DEPARTMENT CLAY TOWNSHIP REGIONAL HAMILTON COUNTY CARMEL LAY T WN HIP WASTE DISTRICT DRAINAGE BOARD FIRE DEPARTMENT 10701 Norrh College Avenue, Suite A One Hamilton County Square, Suite 188 Fire Headquarters, Station 41 Indianapolis, Indiana 46240 Noblesville, Indiana 46060 2 Civic Square Jay W. Alley (317) 776 -8495 Carmel, Indiana 46032 317- 571 -2600 SCHOOL DISTRICT CA MEL / CLAY SCHOOLS 5201 East 131 st Street Carmel, Indiana 46033 Ron Farrand HOLEYMOLEYSAYS "DIG SAFELY" "ITS THE LAW" C.4LL 2 WORKING MAYS BEFORE YOU DIG 1 -8 00- 382 -5544 CALL TOOL FREE PER INDIANA STATELAWIC8 -126 /T ISAGAINST THELAW TO EXCAVATE ATMOUTNOTIFY/NG THE UNDERGROUND LOG4TIONSEIMCE n O(2) MWINGDAYS BEFORE COMMENCING WORK IPiiti+ rinn M/40/01)OR 0. 4F,- 14 DAA IDGE RESIDENTIAL SUBDIVISION CONTAINING 47.1 AC +/- NW 1/4, SEC, 10- T17N -R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: 10479 DITCH ROAD, CARMEL, INDIANA 46032 DOCKET NO. 05060043 PP 05060044 SW: 6.03.04 05060045 SW: 8.09.02 05060046 SW: 6.03019 05060047 SW: 6.03.22 05060048 SW: 8.09.02 05060049 SW: 8.09.02 05060050 SW: 6.02.01 _j 106th St r t COMMON AREA 6 I 5 7 o I 0 now s kzd STREET NAME CHART SITE MAP SCALE: 1 " =200' LINE STREET NAME STREET LENGTH A RIDGEGATE LANE di 651' B ILAVRELRMGELANE 1456' 25 MPH DESIGN SPEED PROJECT LOCATION COHEN R E A LT Y C O R P LOCATION MAP. NO SCALE DEVELOPER & PROPERTY OWNER JB COHEN 210 EAST 91st STREET, SUITE A INDIANAPOLIS, INDIANA 46240 PHONE: 317- 844 -4467 FAX: 317 -844 -4527 CONTACT: JEFFERY B. COHEN DATE OF SUBMISSION: 10 -20 -05 REVISED: SOURCE OF TITLE: EXISTING ZONING: S 1 CONSTRUCTION DOCUPA'ENTS PROJECT MANAGER: pg7E; THESE PLANS ARE NOT TO BE CONSIDERED FINAL OR TO BE UTILIZED FOR CONSTRUCTION UNLESS SIGNED AND DATED BY THE APPROPRIATE BANNING ENGINEERING PROJECT MANAGER. PLANS PREPARED BY: 4A go~ Two �•�``��Q`��� F . R E/VG //VEER //VG £�g� 698 TOWE R ,ROA�� SUITE #100 ......�I�- V/Q��o�STERFO'4 PLA //VF /EL ©, //V 46168 PE 60017777 = _ BUS. (317) 839-258:1 FAX (317) 838-9171 E -MA /L banning @banning -eng. Com STATE OF • = ' " .�NDtAl1P ��� CONTACT: LANCE G. FERRELL �'s /(DIAL CERTIFIED BY: DATE: m raw in 0 0 V w 0 a t� 0 !il 0 1008 2001 p \11� � � -'� � � \ � � / � � --- �// / �N\AI° ,�� � -r \ i Li � ' `` -� \ � o Krl � iwll� -I J Cb, 01 01// Wdrs � �,, t �_ ___ � � f � � �i r/ =-�_� � �l6 � +� ' \ _- � � ` ,� -0 16, �4., W 2068.40 ���, i Oad % � J � -_ � �� - -- Jam^"° r 6 1 " tic � a , lll/ . � �L � o INS � IN ,0 N CA 0I o � ? 0�0,1 QA i/ Wz; '" r /. /S o � � /r /� 1�� r..��� 1. 2K U. =�-_�� � ( � �- _— c�� �, �:� � � o o � I 1 � �0 1 �l(Illi j%" ' _ o�ct . r�� eX � � , � � X % "-3 0 dodo ........... 1--,00 6\ .0I It "Il I .,-< -<�\ -�J "I "I \% \ \ 0/ /0 439 & 0 /0 0 o hf k LEGEND 0I 0I � �v�m.. -a /ii /� /, � 1 -�- m--- �• -��� l �� / � � EXISTING ( n`� � ��'� �� -5 .- /,� / � .."its ��o //�/ f �// _ �� �, / �� J� � � STORM SEWER �/`)PFJ' -' �i�� ^� �� /! � %... %� %����_ ___ �\ �ji-i ii..'- ail i ` \' I �� � I . p � F? ./ � � L 01 jj' � " /� / /i"_ _ ���������iii�i- _— ��-� -- Ii ���� -a,-. f`�, ,p..ae —� \ � � �,,, ��\:� i � � /\ � � `\ —ss— SANITARY SEWER �7 �'� � 1 ,�' � r `� /� J� �1 \ � v - WATER LINE � �_� ti � i � � �/� �---- - �11 � 4' � o J' � /,% �iiii� � / ���� � , - _a 1 �1 1 � �, �, �,`! � �� / '� � � —� `' �, � ` � —��— FENCE LINE iii/ � 'r 1 _ � �/^ o � \ \A �� //% ��. - ') \ � L!x � � o �i"000 ii Il����/ �( � - � - -`_- \_. �l\I �`, ��/ �ti (DO b o CK0 � � ` � � s�z�a�$ e0.���o . � op4 0 0 rn� b o 0 ob � o) I � � ^ � —OE ae OVERHEAD UTILITIES a � � i \ ( - -__•-� i � `pti =1 /�l ` �' � ��� � \� p fi —� —,— TELEPHONE LINE � J ab" ' \ � I � � STORM MANHOLE 6 i�� y STORM INLETS (D V SANITARY MANHOLES UTILITY POLES TREE iii���/ Oro l 1 1, I � l �° I / y'j— i�`.tia ti � ....... TREE LINE y (D 11.4 1� � � � S � 0 / EXISTINbBUILDI�JGS � �, (Q � _ �, � �I�II I�� ,� TO B�EMOVED > � ��� � � �,� � 1 _ � � � �, � \ \� \\ ��. �,_ \ � . �� it II I l� :,, � b� �� � � 1 \ � � � \ \ \� �� -- �I�II, �.� ✓� BQrTHERS �� % � 1 g � li �� % _ �� \o� �( i 'f�rsi X, __ �-- � � � � \ � �, �� � � f � �� -_� � -,--�` mil' ,_ ,00-j le" lee /0" 0 (D _ kIII Gp WIN \ 1 � N W ' X48`- ` c� � G3 tS � � i �� � , � � �'q — o �, z.�7 �< � o —�l . � � � o f 'c 111 0 i -� � -- �— � � i� OF 0 J � % r \\ o `�' 0 / / / �--�., \ � . �-� � � � r --- � I � '° \ i r " oo ' ij��� TP � o a o 10 +� '�' Via° � , � � r �-;� ii `� 1 � I /� � � Ap \ � gar, • 1 3 A STANDARD DISK, STAMPED Q 79 1946, ELEVATION 848.03 (NAVD 88) ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95 MILES WESTALONG THE HAMILTON - MARION COUNTY ROAD, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A 3 -FOOT CONCRETE BOX CULVERT, 11 FEES" NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE ROAD LEVEL. PW TPmn\ dmq i PFiRq\ nA i q l t nn Linn I n / 1 q /;)()()r1 p• iii' Ap pM That portion of the Northwest Quarter of Section 10, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows: BEGINNING at a Harrison Monument found at the northwest corner of said Northwest Quarter; thence South 00 degrees 16 minutes 20 seconds West along the west line thereof 2068.40 feet to a mag nail with "BANNING ENG FIRM #0060" cap (herein referred to a "mag nail) set at the southwest corner of the land of Fairmeadow Farms, Inc. as described in Instrument Number 9301106 in Office of the Recorder of said county; thence North 89 degrees 57 minutes 46 seconds East along the south line of said land and the north line of Lot 26 per the plat of Laurelwood, a subdivision in Hamilton County, Indiana as described in Instrument Number 8911586 in Plat Cabinet 1, Slide 28 in said county records 992.66 feet to a 1/z inch rebar with "MSE" cap found at the southwest corner of Lot 27 in said subdivision; thence North 00 degrees 16 minutes 41 seconds East along the west line of said subdivision 2066.86 feet to a mag nail set on the north line of said Northwest Quarter; thence North 89 degrees 56 minutes 54 seconds West along said north line 992.87 feet to the POINT OF BEGINNING, containing 47.122 acres, more or less. THE EXISTING TOPOGRAPHY WAS PROVIDED BY PINNACLE MAPPING TECHNOLOGIES, INC. AND WAS USED AS THE BASIS FOR DESIGN. BANNING ENGINEERING P.C. SHALL NOT BE HELD RESPONSIBLE FOR ERRORS OCCURRING AS A RESULT OF THIS SURVEY. HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -840- 382 -5544 CALL TOLL FREE PER INDIANA STATELAW IC8 -126. IT ISAavNST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMME ING WORK 0 M oc ((lam E CIO 0 CID_ C) ., o a) � -0 N C a O U a) D � U to � U) (D ZA NV ;z 6. r : CO W !;Z N \N 1ii111 o�o ,e ie m Project No: 04151 Sheet No: GLENCOE FART I NSTR. #9709] LOT 2E \ PW TPmn1 rung 1 P9R ;\ (14 i Fi i A 11 dnn 10 / i 4 ;)n0 'i P• 15, 96 PM r TI . ! 3"MANOR V THREE S.102-104 r PATH :R R 57 CEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER LUMA14 STATE LAW IC8-> 2 /T ISAGAINST THE LAW To EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERME TWO (2) WORKING DAYS BEFORE COMMENCING WORIG LEGER9D STOP STOP SIGN STREET STREET NAME SIGN SPEED LIMIT SPEED LIMIT SIGN � HANDICAP RAMP \ PW TPmn1 rung 1 P9R ;\ (14 i Fi i A 11 dnn 10 / i 4 ;)n0 'i P• 15, 96 PM r TI . ! 3"MANOR V THREE S.102-104 r PATH :R R 57 CEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER LUMA14 STATE LAW IC8-> 2 /T ISAGAINST THE LAW To EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERME TWO (2) WORKING DAYS BEFORE COMMENCING WORIG C/) 06 (D < CL (D (.9 (,r) U) mummmim 0 11J L.LI > < 0 (m) i t� �N ti % tJ kc, = � o ac _ � o w a = ,,.s r- Lam— cD H _� ei + = r b� .ASS,. 0) Q) O � U co LQ yt�o 7-7*; Co N,�4 W WAN C m Project No: 04151 Sheet No: t -� Q •0 a� (r- • CJ LO :3= o � 76 --J N 000 C �-- 4a -� 0 ca D U to O C/) 06 (D < CL (D (.9 (,r) U) mummmim 0 11J L.LI > < 0 (m) i t� �N ti % tJ kc, = � o ac _ � o w a = ,,.s r- Lam— cD H _� ei + = r b� .ASS,. 0) Q) O � U co LQ yt�o 7-7*; Co N,�4 W WAN C m Project No: 04151 Sheet No: t -� r `s, -J Ar N P. ING 21"M J If "K V "Y" , t', 1 VASPHALT PATH SEE DETAIL ON ^11, -A ENTRANCE PLAN 'A T�! f4m LA i L I,,' K4 ? W-1 *c 4 'T IM L16 .41== N� r 7c- 7__ V:v z4, VI BEEHI VF_ INL E 7", 14� At� Irl Jll A .1k -1 1847�0 ,6' V� IV. - 0 =846. 20', ,07 7 N. Y. �7-770 5 V V 11";V.- 2.10 N.- i_1 r4J. IV p-A �.. , , -\ *1 , " 1, Z;__1 e \ 0 7. V, ff P 00 7. 51 A ell 0. I It IQ A It cl, Itc. �, '4 _16F,2 -0 7f, 'Z. c em-mm-, x:.,a 0. A 4F, J Ni. % I �,_ . �, %. '15 .0 Aq 7.5' 0 UA J, "Mo IN L 7. A'? Tit IS. N,, -:z err IL le A. A 0 50 "N a. N_ i -!7 < 1V t i SEE LANDSCAPE PLAN FOR < 'k. 47.7 ?k PROPOSED ROUNDABOUT A L 11; z DETAILS ON LANDSCFA&APING 0 0. § Alf PER FIRST GR ENGINEERING t IN THIS AREA. (ON HOLD PER F NDING) _J J 1, .111 e Z- 41 i J, i':,� I-. H I ff GEMERAL NOTES - 0;1 Ji 3A r ec 4 a Ifi 0 14 a il n Count Specificatins shall apply for Storm Sewer. A 4- a. Ha 12 1. Stand cations "J t n _y ;-3 1 c. Clay Tow ship Rdanional Waste District Specifications shall apply for F 1846.01 ry w ita Se ers. �51 San* A 1, if? , k� Q i 'k I R b. Veolia Wa er C mpany Standard Specs. shall apply for Watermains. J as, lectric, Phone and Cable TV utility compa nies shall be contacted < 4 d. G X J MA prior to construction. V 2. It shall be the responsibility of each contractor to veriN existing utilit cations and sy. I ;i il II 10 4 CONT CTOR TO FILL JP �6 N - IN THIS PORTION OF 7.1 conditions. It shall also be the contractor's responsibilit 411 J to contact the r THE EXISTING LAKE various utilities for proper staking locations for each prior to constiguction. 'I xt P S F ht to the attention of the engineer 3. A y errors or omissions shall be brou t T� J) s iling to give such AN prior to construction In the event of e contractors' fa" 7 sponsible for the results of any such errors or 41 to I I N notice, he shall be held re omissions and the cost of rectifying the same, ni 4. Any parts of the sa r A y or storm sewer trench which lies under paved 4 N' A area s or within 5 fee thereof shall be back filled with granular material A INV ` ®r -1 Ilk as shown in the details. 56,21 5. All grades at the boundary line shall meet existing grade. DI r)-RCAPE PLAN FOR N OF t 6. All construction activity on this site shall be performed In compliance with FOR DETAIL G G Y L-DE-SAC SEE LAN Ik. J kk i J EE OSHA standards. DETAlLV1*/%0N LANDSCAPING 7 ^14 4 _SHEET INTERSECTION DETAIL. J _%, 11 S i ap rqquire N IN TH SAREA. 7. d on all end section outfall pipes. See Erosion Control Plan Z .1 - z V #_t'l N' d to have underdrains per Hamilton County Standards. FA R, for exa size and location. 8. All streets are reauire -A )ED J ,30# _R stockpile topsoil at a location approved by the developer & engineer 4J 'k prior o Q:.A k %. _h, It construction. 'N, e lig- T__ 9. Contractor to _iAl W2 All 10. Any area of construction where field tiles cross the pro osed h use pad, tiles I- J! 1845.701 It 1%N. zi>1 S v - 1. - shall be removed and back filled. All field tiles inter ed shall be .'j v perpetuated into the storm sewer system or lakes. T e contractor shall notify 6.551 If, X 10 N. the engineer gin any circumstance where this cannot be accompiisned, F- Ole IT vtp Ng Z V .9 le 11. All fill areas shall be compacted to meet the density of the specification sheet or detail. *�, !V ,9 41. At ALL- X il, 4 P 12. Decorative signs, sprinkler systems, trees, landscaping mounds, light poles or other CONTRACT -INST such amenities are not permitted In the right of way Ils 13. Existing Septic field to be abandoned, if not already, per Indiana State Board of 'Df? -IN U') P,,.ERFORATED__SUI3;,- _A .21 J 1. .1h - �?rf V D 5.001 t % ;13ETWEEN GRAV %5JI EL "'OULJD_,I flY it 1, n A % w" Health requirements. I., - t" '"I �4, N 4% k I� __ 1�1 �:` - H F4' $EE �qj e 0 ANDAS T PATH. 14. Existing w lls to be abandoned, if not already, per Indiana State Board f Health lit- AIL W/ OUT $WALE requirements. SSD DET k L J % --v - -% _4A -DETA ON MISCE' NOUS� HEE -g L Cf' 15. A temporary security fence, such as tightly stretched snow fence, shall be installed if q1 L ell- around an ond or basin containing water during or after construction. The snow N .:I. ly fence ign /< u� e continually maintained until the pond water elevaltion reaches the 10 q'i A e f 1, i t foot safety ledge. Al L if 3 Al x", 141- - I E I J. .,4,4 1% 1 .::x I I N t;! 1 - �tt r V A t 'All �_Itq el A k L li, Ls� Ali, LEGEMD IM.E. J iSTING 12" RCP PIPE TO BE f PLU EXIS TIAI G GGED AND SEALED AFTER 184o.5. NEW OUTFALL TO THE C*-%0UTf+,- A .4 GAS LINE R G IS CONSTRUCTED AND FUNCTIONING PROPE O'AS PH; PATH _q 9 S STO SEE D IL ON RM SEWER ENTRA,RCE PLAN a Nam S SANITARY SEWER 'elk LO WAT 18f LO 40.5 W ER LINE N ISO X -840.20 P IL FENCE LINE NORMALPOOL 12 842.0 0 0 100 YR ELEV OVERHEAD UTILITIES 4' 4 E LINE TELEPHON 3P CONTRACTOR TO GRADE 5P STORM MANHOLE =3 e 7w LAKE EXTENSION TO MArCH CU �j6 EXISTING LAKE N STORM INLETS SANITARY MANHOLES UTILITY POLES > lit. lit LO �4 TREE t z *--- W i's e TREE LINE 39-91 16 PROPOSED e7c 4wop 4 STORM SEWER L i t 426 SANITARY SEWER 844 4 521, �47' t I J ? 11-1 1 ? WATER LINE 18419.0 00ti ell S SUB-SURFACE DRAIN 9 3991 e LO 0 SANITARY MH tSTORM MH RK9.81 3 I t 8.71 �46 '0� STORM INLET ffA Ilr E NO. CO CO ly 4i STORM STRUCTURE NO. A 1, 1 It M E. A.4r ILI r 04 C14 co cy) LO LU EMERGENCY FLOOD ROUTING BFE BASE FLOOD ELEVATION co I co CZ .... . cli CELPLAN CONTRACTOP% TO REMOVE EXISTING. EVF' jr k, mi L0 ,.,SEE ENTRAIN RO er-1 FPG FLOOD PROTECTION GRADE it Arl cvi < MOUNDING 11`4THIS AREA TO ACH R DETAIL GRADING r A 1. r 1.w NM I U MML k2 mmu r. n i t.7 n, ory i ry J. . ....... d fi POSITIVE DRAINAGE. Z Je Q __R 4 Ilk- Al L io tx 1% J 4 r L k 9 A V .1 1 , f; . .1 1 il� . I- h 11� I `II lis &," " r i `4 ? f NV- J 'A, 70 �k L_ t, �f�;E <1 J` Zu 836-7 V�) 112" PVC PIPE it 3 t I I 1'1-�, ZZ., N, !z4 .7 836-4016 -V % N S IN, X e 4D .1, 1; $_,� V v\ Y A.- i L_ x INV.E=833�-,70 I N \ kW 8 3 3.5 0 dr it x A It; It -1 N-1_," � \.. 'S, , . % , % " 1 _e et- z k-1 - i _4 '11k it %. "'l, - .tt It It --� 1, ;� 'k I. %. 's 1� iL < 4 Ak S N% i r I, iE, .44 'It wo - - i- "VI '44 1. J 1V Y, i 4 % N1 --^ A f 4 J! V IN J '.t -y y J IV :�Y y ta 6-6. t Av- _0 t 4�, I w. r 4_11 4' rN 4 J TA, It AllIt T. 13i% I I '.I bY JIT i I I i I # p,, A'S HA it 14 1� g k g 6 LT FATM Y N lrV I k4w-rM A Kle%C , 1, r & T, 17�4 4 AY SEE 't-TAIL ON' t 2 ;,` , it -,,k I 'i t'N- I T 4 17 It 44� A: 1 1 T 01 AKI FTV HIGH S S IT TR.ULd GAS 7"1 NNE WORK WITHIN (3)"AS PIPELINE EASEMENTS MUST HAVE PRIOR APPROVAL. . CONTACT VECTREN ENER"" DELIVERY OF INDIANA /\21%7� 719-S603 OR 1-800 227-1376 sm I "j L _J N -i'M 1,4 s f - - I: N S tit r a 1 n t 4 ILI Ag J V. A -I;lr 2 164 It, 11:7 -9 f IL SF Z7 L J - 4 3 Y" V� % J MATCH LkNE S�E NEXT SHEET FOR CONTINUATION M A". I W t, I i e % 1P -e r, IF ez- - X A -a J 41 __3 .34S, g J*:Jr, -�rs. �tp two, v 8 9. % -x ni .7 f --ok; 5. M. E. I MAI 9 IN , 0 IF V4 V_ A%I 4 t 43- f k- L �k I 14 N", f-11.1 T - -- \ 4 - - A 01Cr '1\ f\ A A C: A ^ 4 A P4 ^ IN A r\ /An II)Af)r- A- 'lr-- -M nki HOL"MOLEYSAYS nDIG SAFEL)r 0 4-a ca 0 C 0 CD E U') :3= C) '0 C> C) U-) C%4 0 a) I C: C) Im a) 0� CD co (a 4-a -C "ITS THE LAWu CAU 2 WORMAGWYS BEFORE YOUDIG 1-800-382-5544 04U TOU FREE FER 1AMM STA YE LA WIC& 1-26L ff ISA GWNS77HE LA W TO tEXCA VA TE MWOUT'NOMMO INELADSWROUAV L 004770N SSWCE 7WO (2) WOWNG L14 YS BEFORE' COMWENaNG n12X N N Q) L14 I M %%4 444 CQ Project No: 04151 Sheet No, MOM% V1 e,% N C1:: W 4 0 - j 0, yo UJ .;:Z. CL 1//zP "Muni I lilt "ITS THE LAWu CAU 2 WORMAGWYS BEFORE YOUDIG 1-800-382-5544 04U TOU FREE FER 1AMM STA YE LA WIC& 1-26L ff ISA GWNS77HE LA W TO tEXCA VA TE MWOUT'NOMMO INELADSWROUAV L 004770N SSWCE 7WO (2) WOWNG L14 YS BEFORE' COMWENaNG n12X N N Q) L14 I M %%4 444 CQ Project No: 04151 Sheet No, r F11 9__ V\--' - N, % -.. . , - I % � U, __.. 11_. ..", I- - -,---\ ---� ,jN�� \ -r- I __ I , I \ \ \ . ri Nl� .. '. n , �_ I,- 4 � N . 1% i i I I-- ., - ,��, � 1 i i , � "', , - I - �, \q L' J i �r = 17191 _ 1 .s. � `t ti ! � ,. � / " - "� �. ` -- �{�,�,. ��rra�,�,,.,.s,: ,r„" � ic,.� . f.y::• fV- �, �• ,, _ % �: r; }, I 3 4 851.20, ,r. ,��: l 1 j # }"` _� \_1 - 1 , i M, 'Tt I �'t '' .. +� . O ; ).,,1 �`�, �h. _'s,�, 8� �. .> " °V�'taa.y wJ4 .r' t s -11 w ` ��,�..� f ,: V 1 i p 1 \ \ � to � '� ''� � S t ` � -�.r } • i'"r• � �� ' -"•4r� ; .... �� . 1 J� �iJ, ` ��•� r ~j � .+..� r � I 3 , � � .,,f 'y °� � ...�' � � �\,\ --- - , cif f .T l p � r V _ n, �. .� TCH LiNE EE PRE IC�US SHEET FOR CONTINUATION `. t s ,u �.p���•. ti , ., 30 4. • • •4 - 'it.. z5n Y. � - .<__ "'; •� � -x_. tfs :s • 1F• ttis� rrsu3. t , aox>+ ... k- !Y'�IKi. ri � NM1� � 5� .•tr -. •� i � - z � �. Y � �i I.iiGa4 .KIW� - _� 1�0. � MRIwoJ1 Yf.3� R M+.•T/- _+. ..� � � 13'' . s..r f) kax x.i�; 33 C" ...b Yr` "`� 7tai?cai .G° � '�:' w' ' au■: R•'Ti?:'r �r � ]ar..t- ..L"`" ?Cs7• .. 1..,i Zr'i .,.� SF.�J Sra:�:."s3! Rk�:��P � 13 7 �fS - -3►k� rrJSi- i�': r �.' !3` 33 � mac• �3t 1#'«dF'�1 �'i j P+�i1FSt � i`s'l7v�sii s7d".l #%::ttai�Tf"t�:k� fiial".b3 �`c ann�' °%snS�3 i#�.8 � i�w � ;i3 �l. "�i+3 .er.•r ,T,-o� t�.��` Tit., 1: ii s.r�72'r7 `•�,�`"ai.5' ate. �.'Z�'f Lc, d.r d ax �+n4'�3- 1�° tMya�":. � '�s7+1�.R - �,R� ���, _ s .. � b +�'"�'1e`��a�'1� 1,..=. `'�5� `3 tri.+e �� �"` �+' �`� � d'Y.�s7� � .Vr3 .tJie �t�71 /� ��'}' >i��R 11-11 jj •\f t'.• �4 �•` e,r r.nnor.rrr . j;'` }y+tir i ,,,,I„^ x`1r.+�6 �� .�£C , f i / �..`•' -. g� I .f ' �-j.s 4 -.E -_ * •- j v,r0.2 -ter• '44 .�Ut J 1 jjj 'F-... � /,} r_ _ .... L t rr , -mss -+... �. '�... -_ �r �tZ4 1:•�:,, • + r k �:� � • �' '",o„y \ \; ey' ,... ! -1 �-. ._. .........i;aw� :«+- "w....�..�� i I .,,� 829.50 T�..,,! . .N �`�, �:s � -. _� _ _ ._. _ _ '�\ ) I-A,_e \ ,%% J\ 4 1 r % NI%C��11 ----- ,'� 7�!_ P.:3-r i - - 0 1 I. F6/ 1 X .._1 ._1 0-1 �_, -_ I i *'\ \ 9 I ,-x,-,J,t,P-, ---� �� � I - - - ______11 -W%�. e__,*� � __ -_ I _� _� I ,,J I i --I-- ___1_"`_ f. � /.;r----� - . Ul k ( -I, \ � / ..-* _.- .__ I I . -.-----. -..--. \/ I \ / J 11 ,/y^ 1 •! ` :yt •+•�.,a !' a �`y �./�� �.. ` �\ •ne,� >•:.�.,..�. / t .. _ i d 'I'� I .�++�+..w....v •A_""" �,�.-''` f / �_.�, CP li� I 1 � 1��' ~� J /' � , ��� \% --..,) #. \ 11__1_1___� - T YELLIPTICAL fAP,,\ . /1"i 1"�- .%% %% '% CONTRACTOR TO EXTEND_ "Na1LFT OF 7X 12" 1_� EL•L'/PT/C`C P /NV•\ -~821.9 \ '\. , "+. �., � \ \ \ \\ - - �� -°� `, C s,�irA/ VANHOL :D \ 11 -, C -8 9.4 � N 19.25 1 NL \ \ _� --�_ - I I-,- ---v,--\ \ \\ \. \ __�� ", 41 - _1% % _'C' .;R�,, "*,-\ _.________�'111 - � I S"_ I / f ', i - -, ! - - _r 0. I I / . - I �_-- i1i73 �`'� ` • ar� �' ;- ,-- .r.- ..F... ...r..�_ -�.+ �,;, � _,..,•"~..._. a ` - �./ �-�o i f 44.5 ` -�- V�Z . , '� .� t,. R ' �,,-, .,�"'6i. �'"�,i .w::_ i r,11 _ �.,� .r.. / , ." � "�� ...,r_ _ C 11 _.. - ,!t,f,,,.w,�'.....- - -. T- �,,,�r"`�"rn. r.r --'"' .,.-'" r.r, l t• J p' . _, / // It / ,_� I -1 i �`. O t� !• °ti- a-..r� -r.- .- ..., -..r"" 11� .1 --=M--- __I` �' __.,_ -'-� 'I •� /- ( 7 j i 1\ I J1. / , . % k , , f�: �"X It .1-1 - __ I W4-- ., �� >� I / W I � ,%, ��' I 'N �� ": i N % \ 1� r1% .1-11 _ 0-1 N- - - , - I I \ R .: ,, 5 1 I / -,K,(. . . N t \ -� (� I } r I L;r l• 1 ', )1' ,� •,ice\ ` S1 �,,' �' �``�'�._," , a... -' t I ��, { t -- `� i ` ..A ____:!` __� -I- I J I - __ - I I . I I 1k) � I t,ift \ I I \ k I S r� 1 \ \1 ....� . . i / ! . , r _ r ,. � M .. - - � ...+`. . - _ ---. \ y I I O f 5-.- r . / 11 jr, ,-.+ ``.. ''' 4 , ..c..� ' _ -•-• .r• "' -' ~ - I' ` i ,..... l I - \ JJ /JAI %l .3 , e �r :1xL -_ ..._. ..--- pr.- .1w..•r.•r► 1 J / ,, 4 r `' r t M r f 3.0 I _/ 41 % 0 If I `,%, , %� -, 1W e"" .ov- 11� � I - V I- . "Nl� / I I I 'I �, / I -� - A & / \ I I //", / I\ i� ',V,Sz��-.N. \ % k "'.. I 1."' - V/ I I 0- I.J_ _:>.-I";_� / - P11" I 1_1� I i �� I Ra4 �""" , / 4 r'��� ESC I G G I E LC)��j 1 O E PT H /�''� . t f j j J� /// �1 -; V Tti M1 r �. � tiC �E F E �Y H C T C R C % I 4 • ► I .- `� 1 / , \ --- �a f , A G QTR CT N i G START . ` `7I ^� +� , � ti ;,._ •�. yr � � 1 ter• � � � Lfr V / . g 6 F t { It %:�N_ _" __ t \ , I I M r � _1___""` :�_� . "" ,'I -% % '. ---%I- e . -.t I.."* 1-1-1 1___1-0_ \__1' \ k \\ \\ -N X, \' \ \ \ \ � / I ,A I I I L� / If A -.---I/- Z ) * _.`4�1---l- \ a _I`_�� �_ V , V.10" __ I I I I I ( .. - / i 1_. \ \ \ .." % r 'L ko-) �el N, . I ___T_ I I I I %., %,Z� N,: L\\ \ -:::� '.,,I,,,-- I I'l-d \: , - ��,,y / I I C) 11 I ., ,,.,w....+ '; I / i I I , , \ ', a \ ' I I I GNU � i i 1 n % i i �•- - ....,,,_ .., n rte,•+ .v.ns.•�rr.- - sKS3Kt51]LiAt i4�F3 - LI..,.m xiG G1.ifi4�3�S.k:.LST trA'AZ.'W"'4V.:V,VlY- 'q!eS.'gP i t . ,� \ \ I ",_ . \ k I k \\ - \ , �_� L__,__ .- - LqA I I �\ ��" Nl--�,�,_��,�_'\`, _%'1J__rr__Xr1 -f, i/� 0 I � 9N ) , .................. f...- ..- ._.. -..C.- 51 .- .- ...•�w....- w�....y �,' _ Y - �� 1 - t� ( ! T �. - 1 •� ` , . � � `' _� ~�a�.w••`r -"t / ( " pA, / �f q' -1 i � \\ ,v,�•' I \ \ 1 � ��\ NIN \ \ `� e ` ��-.- -. . -- -`'� I '�•�r•r+�.+..�� �� � I rd ` V j -, ~f / � � CONTRA ('CT G i V y r`j i Ejjli { i J O R TO REM�V EX I STI N r , { - =, 4 -M----- �--��+ ,` \ f -� - a I f�jr �^^�••t{�,�. �....- M OU DING IN T AREA TO ACHIEVE 1 d�+ b 1r i �• i] 1� � �,• :;�, >: �f � •-- -----� -- I N T RAL G RAD I G H SPOT FOR I .. �` I f \,,, •..,.� f t X °�.�.._ t P SITIVE ORAINA E. L\ \ VI) I 4 1% % I I � ' I r... N I I -, _r I / I % . . I t l - I I ��. ' �-t t ell ' Z 1 ` � ! 1 AS PAT H Y: = l b , I �, .�'.�.... S E ET 1 0 3 1 a .E. k /� ter; M 1 , -,,,.. NT C P � . • .I -1-1, 1 ;. I �. f "Z 11, / _k 1 - - ) / i I .j I % N%%, `�, I \ S \ \ \ i\ 1� -7:v ,-"O'-Vz_ ", -_ ,I 12 1 (D � - ,..*, 1--__ I ./ I / I '\ *'�3 _1/ N \ \ \ I \ \ -- � ____1'1___I - '. qt I I ,-" / r"- --� 4 d> \ \ -A. N % c� I \ ..,,O� I LQQ s ,��, � °s ��b; t �'� ' _ c • .. --''' 842.0+1-' % / / F 1i - J / ::' 1 . % t t t I I � � / I \ / - ({ 2t 5 1 _ 1 4, ; .J,,. \% % i / / a/ I/ / I / I I I 1� / / It \ I I I I I .,_ / ,, It ii 1 ) \ 6 t I t 1 •E• ecl f / / 9 / X, % s �'� I I A t I � I _.+,r o0 0 k I _IX Z____� _,01 ( '� X � I ( -'."I *1 ; ! I I I'll -.1 941J, - __ee I A % % D t !a i cA I / .. _ a m :r o 1 = r t �,A I t k ,/`' / I t , �y % J i, I �'-,s , % l 1J j �_ I \ \ / _91` 4. 1 1 I \ I % I I W% -1 .4 10 _J_,_ - - ( I I fs� N: . 1 --4-1 ,IN I / I % , -, Z 0 , . -- I \ �A )t ___J i, - I Q, % V,I, !"t % \ % \ \ % U3 . � , / _,_,� ,- _- -,.I,/ 4 i ". .4 I � I 00 . I J � \ \ %I - / I A,�i I I X \ \ 0 r"- / / / / IF .-I------- C� U k \-I', ,_,� / 49 �..F PF - �.�. co t l � �-� � 1 � � � � �t � -, I - i _ 'X� oo t� I f S 9` I , x 1 : ! 1 / > `�,, �. 7'P C P PE x.1i" 2 i co M. c o t °O 1 °-� ( I I Z . i�t / --- ( / ,�_, ) , I ,,--,-- ,/ it � \ I ._ � 1 t Q � M � ;� --,., ^ \ ,- 85.0 I 1 N .-/ f / r I i ` ..-'" J a j I \,. . k- I - I : ; _1 il I 3 � I % ' i -,, "\ ill ; ill I I L,,-- 30) 3 \ \;:iz V%% % 110 11 / \ \ / . "\ \ / U� " ;. N I _-., J."'W / /ffJ Y �jy�y�yji I 1. ",-X\ \ 1�.-------- / 1-11, / I ,,I( 11\ ... \\ %, �r Y HoL I / \ \&A / 0 ���� �� C- 3.52 � ,;.x.,. { � � * b � _�_ -- = 1 �- � ---�'" � �� 11 ya I �. k ,�`- , o ice--` �a . 1 816. T i a �� . s _ �,,, ,� �y. 1.11 1 ! 1 >f , {r {�j ' / 1 t t Q a -.- .--rte �)` ;� r I • f� ('r r I �' . >: , , - ,t rt ,n1 •' • 3 _ 1�1 - { f( jj ( /�� t ""` Y'V, \/I /j/ 1.,/ , ...J .-- .«'..�(�.. .r T- \.. \k i j5 i V1 �. 'a• i.� -11 r I� r• f •H //✓`��JJ/,l w.. ! -,' ) :�. •. Y S J� I 9 t .k I / a i {t. .• ` / I • V. _ " i. t - Y �• G� 1� ?� -till t i F1 4 �i• _ - t ! � `•`•,. I • . ,� . � � ! 6 �.r.._._., ..............' -.,� - $ wv.� •; X51 00 � J 4?v 1 I .J ltk '1 it �ItiJ :ft/ I fi �"'.'- - .� t •® �J �\r } , C � , i.�f� t t ." t J ` � ` �, \ �� /0", Y I i ) ) t '' _- ' 1 _ \ 1 `� 1 /'P ' 9 y - `.w.J ___-. �e /\ . E . / r �.4���'�Y '"r+.+.� "'"`d :1' r li i;i v` ` ' p j \1 \\ ,IJ /�✓ �„•r✓.s` i ` �� / {ter 37 - 1,1 S `- /y / 1 i \ ✓ ,O ^aySj ..,... ...,... -+ w .,.. ...,. ..... w ...+ r.... -.. -.�. .�.. ...� ..... ...- �.� .... .L. ... `(/.-:.1 ' .. l :: a - ' (4 { *�, t4 * �.� �r '- I t t rw+..u...w..�...w. •..r+�..r..........- - J" t - S ' / F1 ' i M '! _... _... ... ._.. .--. 11 N'ti#f sfy� `14 ` .-•� ''`* . 1 ` -. ; { j i , lC / • �p� • �/ , , - , f !J i I .-- ,.,,,� f `,°✓ i. ..`. : �. t ... ^ .S.S* , ` _,+'.- �, ."� 11 Z T. f `3 ,.. �. ...�. ■ -'! •_,;h `J' -J- J •..",• 141% , 1 - 1 ,r -P ' v t • ..r.....•..r,.+�`✓ k[( }f� 1 �i I �. - "i. i r , df �• ��j � ,I �' (3 . � `, i ?l,r � + i � •V �;, X � - _ .. a��• :mac; sE Laic: :� ms. ..►s, ..` �� ssra �,��� v `--� I m , , A . % k % I T_;;` - �_ I I 1 ,��7j) . Ll . E. ---- ..-- """"°'� - •..,,�, �(ppt7 je .?; i a I , i Cam_ ' Q �...+ .. �"`- '"'_ ."" `" '-- �r� ! ,1 t, I ,*. n• r.✓ r} ( ! Imo} } " I: N� 24'.5 \ k - ." .,• cp f \ % "_� \ \ \ V a ; A, ,RBI I t ` -. / ..- '�' 4 W. h 1 1 17\ I % ......... 1, - ) ""� 'In I t - I J I 0 ,r'-. t 4"_ / / A i I----_ , 1\3 ,IN _""`� \ J \ \ % , 411 \ , I C \ s . ,k I VkR 4X) (.3 `` _�,;:,. t a „r . >.. I 1„ �t4y l f 1= ~ \, •..:._;, J r,. ", .!"- �, ..r ` •ate « ..^ „-'` / 1 - 44_� \ "••'�•�..yM -•' � .z -. c � ,�. r- � 9�� �� �y � � � � � � A 1 .. � � t � wM ,/�• �f ;rte � ..s�•• � M � � I -,.__ . / / a; Z �f '- 1►♦ .per '�� \O 4 K .-- �"' \i \ .J' -_ �!/' "IL o \ 5?rkf - a - ) _�,N� _% 4 .-- 1-l"' \ \ 1 i. - ;.� 1-0 -,�< - \ . 4--N I \ 3 __ k% .'!�� N it _-.1 "-N I 11- ( I V I , , I / le� Ilk-. �� �. 1:` , 1 315 13 1 /V � , I 7 ,_ I % N I ,,� 41 \ .1, / I- I I .1 . I %, \ I , ,,,,, A I � I \_-, le"', M : _ :>� I SAN /TARYAMNHOLR ` , ��,. 1 ., !r �I i �. ` .. - . ,% . �l i _ It �' .... -, s ,,_ ,.. _, ,...,,� ._. __ J TC 821.30 %�.-•- ` - -�-� z -I, 1 41 i t \- f,,,.� --,Al T - 10 PVC -1 D j ., ,t ���. \ ,r / / - \ _,_ 41� f i N 1%. k t ! / r \\ (!,� , / , \ /*, " / -� / 41 -F- __ - ,1 \ I % V __ , . I.- T I - -I I _ s X ' �' ,,� \ - ._: l - _-'A II FORMAL POOL 81 2 . _• r^, , ,, `� .� � ,_ ,�' � / ,, s �- / \ - '�``�:'.2:� t w i:;• - -' t 4d , s `tP' . �4 { ,1 t r'« } "F! I I \.F �\ 1 140 YEAR ELEV• 822.5 t �,J s I \ , o.� ... -�-- ... --''r - , i f ry4 c t I I \'_� � I I ', \ \ \ It I \ , � / -S \ I I I \ V ,.I �-, / / It f // 1 I r^ t i f J r.- \ � - -1 • .. _ ,� } e '� a i t t t om'`"" •-•- '-- __- _'" � / \ i 1. < �a / 066 I `` t t .._.......- -.'r `. / 4 j I % \ 5 - ' - ' \ ,..I' r I V73` t "I a. t t .� _„�.. `'''`f i '4•,,� <.� `:'` --w.,. w.,,.�..,.,..r+,,,,• ' I / / / f , / I--,' .�'' �. " `".� M �. r .../" / � .•'•fir' - �,r' I % � r i Y I \---- ________ ,._. / J / , I i � �: '� "1'�....•..«- --I-.-.-- ...... -�'" �_ ,,,r I"''^ ./ 7 ✓^+ �! i I �"''W.,e �+,.,,,.,•. � ��C.'..�^}�"r �" rJ � � y}t� � ....,r.r --.'' 11 - -.' K ,``,•r 4_`'�`"- .�•_.1 «._-- .r--'~ i , �r _ ,,.•- e� ,✓� : "� I t \1�3j\ , "�T • ■. s» ..••'"- ` --�'`~ \ _-t > 'K / � � \ '•� � ., •r.�... -- ww^^ t i : • / '..� rr...w� t I �5� wcV I,II, �.q�, r � r ` �.... r...� , ♦1)� C C) I 111 ' A �. •"1. 1 t�(' f "' r L�` .r t �r'ril y, : .r•�.a^" `w �•0`I �..'�;f.. :;>°,. 4 - .w H 1) ✓ 1V/ a a /Jj/ t )/\ ) '" .:` -'! '`�- _%_ '-- ........._..�.. _ ....,.,,,.,,r,......,, • f I 9 �J,� ..-' �rr , ~``-.._.� ; I . .\ ..,,-- ..�._+...,,r.,,.r ,rw„, _ '� + c °n`'".,,...a, ..s;,,, .,...w+' 4 ...../1 �t l ff r i �: ♦ �a V i r` �d i f 1 a �y e M "%^ . v^ r f _'�___,, III`- _,_� - QC_ \ ___,.. , " � " ) - ', 44 "_�_ � I .. -1 - _"\ � I I \ I ___', % / .,-� . - Q - I A \11" / . I �. ✓ ,::�,_ ,+ `ifs �"� t. r t t �• 4 , G � I ,..-/ < *"" , , -.-�' t�, � � �. f , t . o �.�.,. � P BASE �O f � EL- E1lAl`! O N S �,. ,�+ � _ (� I •�.,..�.. ` -_,`_l �,j � t col 4 � \V_'1___-_'0 `- t e 0 -� -�. J I t'o - , ��,�/ _ �`A D ST N_QL PQGRAP r ---- -, I 71-3 1 t. - W __� - I'll b 11 - L �,, -�, I I I \111_�, %. I ", I 1. *-. --.,, ;-.."-, � \1_1' ("111 t 11 / 1. \ I I , i \ I "' _" - �� r -.T ';'2 a f� y "':r !fi�t• g ,. t .y,.: t ``•�.,._...� ♦ t f� /�' i tr'`� I I iy a ,�� �~ f . .�� {, '`R; 4 +��i1�� Tyr;y y. f t I ! `t p ti.. ,t \. ; ., -�, r� �,`�� �� - ` S 1ARY AN oLE I `I~ --... th an �f h h -� h. },'+� '� ` � f 4 i- ,,,� 1t,� # _ t :„�3 y 1 f-.- `' '.-- -. . `� $ s j ,t �n`''� .� y "- V S. 810.6 t I . - <+ � F4 //V� .,,� ,�' S �V TARY HoL / I T SPHALT t .� O .�. ., ; //VV 14. 14.6 \ TC .9D , s AT TO ` AP ROM �.. :' 39. t t `�a - \ •�, t �,, .�, a ,�, �\ !� t � \ \111, ( I A C� {yet ..� �. �.-.. `p1 I _ _ E 81222, --`-. �`. f` % if � IV M%n S11 T IGH r ES "E ,C.,&Q T"', pip. N Ift..""hly A @"Aan& WORK WITHIN GAS PIPELINE EASEMENTS MUST HAVE PRIOR APPROVAL. CONTACT VECTREN ENERGY DELIVERY OF INDIANA (317) 718 -3603 OR 1-800 227 -1376 / \ \ I ��rs■ � � � � \ \ GEi�lERAi. Rl07'ES 1. Standard Specifications a. Hamilton County Specificatins shall apply for Storm Sewer. c. Clay Township f7egionai Waste District Specifications shall apply for Sanitary Sewers. P� b. Veolia Water Company Standard Specs. shall apply for Watermains. d. Gas, Electric, Phone and Cable N utility companies shall be contacted �`�.- prior to construction. .,/ �� �� � 2. It shall be the responsibility of each contractor to verify existing utility locations and '`` conditions. It shall also be the contractor's responsibility to contact the ___..�._ _ various utilities for proper staking locations for each prior to construction. 3. Any errors or omissions shall be brought to the attention of the engineer prior to construction, In the event of the contractors's failing to give such 1 - notice, he shall be held responsible for the results of any such errors or (---,*, omissions and the cost of rectifying the same. 4. Any parts of the sanitary or storm sewer trench which lies under paved f..,, areas or within 5 feet thereof shall be back filled with granular material as shown in the details. 5. All grades at the boundary line shall meet existing grade. 6. All construction activity on this site shall be performed in compliance with � � \ OSHA standards. 7. Rip -Rap required on all end section outfall pipes. See Erosion Control Plan \ for exact size and location. 8. All streets are required to have underdrains per Hamilton County Standards. I � \ 9. Contractor to stockpile topsoil at a location approved by the developer 8� engineer prior to construction. 10. Any area of construction where field tiles cross the proposed house pad, tiles r � shall be removed and back filled. All field tiles intercepted shall be sun" 4 perpetuated into the storm sewer system or lakes. The contractor shall notify �, the engineer in any circumstance where this cannot be accomplished. •_\ 11. All fill areas shall be compacted to meet the density of the specification sheet or detail. ` 12. Decorative signs, sprinkler systems, trees, landscaping mounds, light poles or other �p ,� � \ such amenities are not permitted in the right of way. 4� / \ � \ \ 13. Existing Septic field to be abandoned, if not already, per Indiana State Board of / cp � Health requirements. `� � � 14. Existing wells to be abandoned, if not already, per Indiana State Board of Health requirements. � ,---� p � 15. A temporary security fence, such as tightly stretched snow fence, shall be installed � p around any pond or basin containing water during or after construction. The snow -- � fence must be continually maintained until the pond water elevation reaches the 10 foot safety ledge. L I r :3 "I,,"' I cu -� ,� LEGEND \ �, I I ? ( = EXISTING W\ G GAS LINE r ST STORM SEWER t ` \ \11_� S SANITARY SEWER � \ W WATER LINE / \ \ \ - X FENCE LINE I -O HE OVERHEAD UTILITIES , \ '* 0 1% \ - T TELEPHONE LINE � STORM MANHOLE V � � _` � � � STORM INLETS / I----- Q_;: 1- - ��� SANITARY MANHOLES / /_� o- UTILITY POLES ( TREE TREE LINE PROPOSED �/��.r `' "� � � STORM SEWER 11 f . I / / �� � �`'' � SANITARY SEWER o 7 � � � �•-- ••- -•• - -• WATER LINE i ��"�_ yo-- SUB - SURFACE DRAIN FOOL � � SANITARY MH kti, `�.` Q STORM MH /--- (� - >\ ea9 o ° `` .-e �� ti r/j k'�� . Ir ,,,,J / , Y 1 .. ol '- / !J A `,,J ~� "I� -..-,% Q �, - %. fit'• �,�j�?kN-, " id. � 1 W �Cj� �1* - t� 'rte r- "; '* 0) " AO __� _ • •.r . �1 `-�j`-•� ' • % ` F \ltd" �i •MJ' ,,,,�,,_,�.J +- ,•••1.:- ..•.� ` 1 \ I ~ `�� �[� -"-- -- j�'.�.'S�i I f ( � 1e 1 V ��w..,r • '••`.w°st+}�•..�.•'+„•�'�.+rr --� 1-. ry �f'� ,. 1 11"n'".•,�t n __ \ r=:v 11, " 'i �,�,C ,> i' J..ti +� 1 1 , . ' "V' `\!' j "'�'".°1{",,Y- �.�,�� ..,� ..�.w -, q �1.. I 1 T�l '; ,.-� 3 "'g,«•.��,• -`}'" �� �''�'�' - > ii '`r .... 4 .,%r'i�) ' Yom,. �/-�y , I I ` j �`1 '.,. �y.sy Y ���:. '"'4 '� "-`. ♦ 01 iv - I 413, ► It t .. (~ % / k } ^ t� t ; "t 1 �'� h.- � a„�' , <. i r �, . f f �'` p \ I �� � �0 tea;... '+���"' ---«- - - - - _"._ _ '\ I \. --,. \ , ,; 7AAr - 4% kl,- \ . 37 E .r --£ r ^.1e I . \. \. j \%� �. :'01 •d �. ..) r, t i .1' .i' <.'- �. .a t ! 1 'i. "A � .� sz -- % .� - \ \ 41N -% N \ '\ \ ,-----, \ �i 9 t a /~ ry €"'� J•1L:. r „rte' �+ ' I ____ -0-1 ___ I ��) ':�-,_...._ ______ . \ " *k. C9_ \, 1^ k , f_,*_, - . \ 1 X511 -*,\ ._L-� __# \,,,, --,, -, *,.� �� "Y.�f' ' ►'i��.i 1. ti �J. ♦ \.i ° « '.. o r' v°' °t, `'.•..1" "`ti� ��� � � -"�� ; a / �-. � \ �r % `�p� �. !�C ' �."'•.+. jy1(j a ?r �. 'T. v �4{ [} ♦ i• ,,�,, J�'S3' ..r' rh : i �....` ...� a �'' ... _____`' -•.. , , �..� ,i �� - _ �,.-�, 1=t" ran a �.. �. � --�,. � �`' ��• �-� '�,_�'. to d Frin e \oy 1 -w.. .r-•. ' .. i y�h "� o f i1� �'. , �'- / / *\l `� \ . . f -",.. +.. �4 . i O - I f-% \ \ Ma .�i y , ,.. ----� �.�...-- f- ~� ---•- ����- � -� P r� t `M � r � � �'`°�, ., � �\ ��.� P r FIRM s ; ,) .,i,��: � � -� ,,- �`' '� � ,�• , ,, �,�.. ��-` `� 1 .57` 0120 & 185 CO2�`6F � �.. -.-� y -� � 805700208 & 18� �� X16 \� \--- -r.�., • �= Pe RM Ma � I b. 1 2 3 = ,, ``� --,. i f; .:' f ate 1 ,X00 L ,, \ �, A) aced Fe 9, 0 , , , ,q" - r,- ,. ,...._- .��,., � .� �. .1_ -1_' 1 - ~� Sb57CO208 18570 t \ ��- � I � �� NN - f- -��•�" _ �+��--\ N Dated Feb. 19, 2 0 "� �,� - ,�,-.' ( � I - ____ \ `�.. ..`'`'.'' i • E , rt f '`�, 't 4- 'ti..'� ... i. ,. r.- '"'.`' ._...__..._. \ .�� 1'!• \, Y . `1 7 •I \`.. \, \ 4 ° ( f� \ -.� .. �'.;. 1 _, C / .' ____ __ anown"NOINNNNO � I 9 \PW Tema \dmsi2563 \04i51ad2.dan 10/19/2005 2:16:13 PM [10 STORM INLET 25 SANITARY STRUCTURE NO. STORM STRUCTURE NO. ;_ := - EMERGENCY FLOOD ROUTING BFE BASE FLOOD ELEVATION EXISTING FPG FLOOD PROTECTION GRADE PAVEMENT 3' 3' 8' +f_ 6' 99.9 100.0 ADDITIONAL 3' ASPHALT PATH ASPHALT PAVEMENT SEE ENTRANCE SEE ENTRANCE PLAN FOR DETAIL PLAN FOR DETAIL 3' GRAVEL SHOULDER MIN. 0.3' LOWER GRADE SHOWN FOR PATH THAN GRAVEL SHOULDER IS LOCATED IN THE CENTER AND ASPHALT PATH OF THE PATH DETAIL FOR PATH FROM ENTRANCE TO THE SOUTH PROPERTY LINE DITCH ROAD /PATH SECTION NO SCALE IFX,> � NORMAL POOL = 820.0 1 ( =, - ,+1 �'�' �i�`j", s,' - �rrr- .rw..-..r�rr.n -•..ter irrrrr-.w.�.r.. �•.n.��rr-r.r r�rr-rr rrr�rr.rr 4 BO 10' I -- '`'_t ^_ L=AKE SECTION NO SCALE HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CAU 2 WORKING DAYS BEFORE YOU DIG 1 -800 - 382 -5544 CALL TOLL FREE PER INDIANA STA7ELAW /C&• f 26. ITISAGA/NST MELAW TO EXCAVA7LF WITHOUT NO77FYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. _4__# )( `V 0 c .� .^5^' W (r _ ') -� o 0 � J L0 N N a t � - O .� � N (13 -6-8 aj D L� U v� 0 I �� 7 -4,pj � r -- R _ Q) I () �A-!�"%44 - - �, (1) C�o L_ 7J , � co co lZ �W �Onv t% - 0 tt �(,,) 1Z W (1' c - Q Z .,� - 0 \ N k CO b, - - ** 0 � .4 4) Z � Wt�N C CO I -,-- CO MQ %%% �0 jW m Project No: 04151 Sheet No: em '00'��' 5 of .26 4 tj 11:114. < < I a11_ (D (/) omrt, eaw � (D W, s 0 F� 99k < (D - I (a) () ``XX� X 11111111111 /��, • ��` /// ,%- ``�+t1111111111111,111 //� 1 � ;��� - -.. is A.-% V-0 i ., -`- =�a- 0 ' 11 W -4! 4= C ` . I . �� 'd i r i //L / / /// 17 M/ 1 . !ZF , ( % % - /����Ill I �� 7 -4,pj � r -- R _ Q) I () �A-!�"%44 - - �, (1) C�o L_ 7J , � co co lZ �W �Onv t% - 0 tt �(,,) 1Z W (1' c - Q Z .,� - 0 \ N k CO b, - - ** 0 � .4 4) Z � Wt�N C CO I -,-- CO MQ %%% �0 jW m Project No: 04151 Sheet No: em '00'��' 5 of .26 4 tj 11:114. 4 r. \DW Tomn \dmc4'DRRI \nA4F4cf4 Hnn 9.49-4p DIVA \PW Temn \dms12563 \04151st2.dan 10/19/2005 2:16:22 PM STREET NAME CHART LINE STREET NAME A RIDGEGATE LANE B LAUREL RIDGE LANE OCONCRETE ROLL CURB AND GUTTER SEE DETAIL ON MISC. DETAIL SHEET OCOMBINED CURB AND GUTTER W/ REVERSE SLOPE SEE DETAIL ON MISC. DETAIL SHEET OSUBDIVISION STREET PAVEMENT SECTION SEE DETAIL THIS SHEET HANDICAP RAMP 10' 30' EEL 100.81 j EL 100.25 i SIDEWALK A CB CURB ISLAND CROSS SECTION NO SCALE \PW Temn \dms125fM0415iint. -clan 10/19/ 2005 2, i6, P6 PM EL 101.1 CENTER OF ISLAND 15 A 9 u • I J 1 / � f ! / 852.67 6 195.61 f f ! r f 1 r / / f t / / i ! / t / / o / / f' t r l r i / I � / ! f f i f � I � r 1 I' / ' 1 / 1 t f J / t f / 1 ff f' If f r r f r' N fA C O W .j LL- Q o 0 0 0 J = Q C* cl) Q C) Z 0 U aj �— Q) U) W 0� rr >- 0 0 0 U O W .j Q W 0 0. Z W = Q 0 0 cl) Q Z Z w p U) W 0� rr >- 2 W F-- 0 cr. Z .�.._ U Q U • ,�, e O La < a owl,,. r Q, c W ��N c rn M� m Project No: 04151 Sheet No: 8 of 26 I .. \PW TPmn \dms12563 \04151san.don 10/19/2005 2:46:36 SANITARY SEWER GENERAL NOTES 1. All sewers, manholes and casting shall be per Clay Township Regional Waste District. 2. It shall be the contractors responsibili to field verify all utility locations before construction egins. 3. All construction activitv on this site is to be performed in compliance with OSHA standards. 4. Wye and laterals are stationed off of the street centerline stationing. 5. All wye connections shall have a minimum of five foot extension connected to the wye, or extended to the utility and drainage easement of the lot (whichever is greater). The end of the lateral shall be plugged or capped. 6. Laterals to the opposite side of the roadwa shall be extended to the utility and drainage easement of the Ya 7. All sanitary sewer laterals that cross the street must be backfilled with full depth granular backfill 8. There is to be a- minimum of 10 feet horizontai separation and 18 inches vertical separation between sanitary sewer and water line. 9. All sanitary sewer mains 15 feet and deeper use SDR 26 pipe, all other sanitary sewer mains use SDR 35 pipe. t LEGEMD PROPOSED STORM SEWER SANITARY SEWER --- • • -- -- • • -- -- • • -- WATER LINE SANITARY M H S 20 SANITARY STRUCTURE NO. LINE STREET NAME A RIDGEGATE LANE B LAUREL RIDGE LANE Il�t(�(T A N ��� d1� 1 V HIGH PRESSURE GAS PIPELINE WORK WITHIN GAS PIPELINE EASEMENTS MUST HAVE PRIOR APPROVAL. CONTACT VECTAEN ENERGY DELIVERY OF INDIANA (317) 718 -3603 OR 1- 800 227 -1376 11011 IN 1111K min HOLEYMOLEYSAYS "DIG SAFELY" (1) Cn C O a) Cr E LO L O Z? co N � O -6--1 (D U W Q 0 U U) 0 o�o Co Q UQ co t�o 4 ro 41%C�J m "IT'S THE LAW" Project No: CALL 2 WORKING DAYS BEFORE YOU DIG 04151 1- 800 - 382 -5544 ° Sheet No: PER IND�" 7E LAW ITISAGAINST THELAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA770N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK .vo. C) 0 5M = < Cl) (M) (W) N\X Zlz .... .: N w O LLJ h- -�- - d- OF CL 1,1,1 /l,l,llllllla�������` o�o Co Q UQ co t�o 4 ro 41%C�J m "IT'S THE LAW" Project No: CALL 2 WORKING DAYS BEFORE YOU DIG 04151 1- 800 - 382 -5544 ° Sheet No: PER IND�" 7E LAW ITISAGAINST THELAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCA770N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK SAN/TARYMANHOLE - � I y C- 82388 NHOLE INV S=81096 SANITARYM � -r INVN=81416 , TC-82130 10 "PVC S r r / r ,r � •� D m c� INV S.= 815.08 ., INVNW /. ` t t % = =81538 t t / / c+r /� SCALE: EXISTING �- LIFT STATION �� � , � , ... -- ° '� � °\ '� !! J I ► � / ' i! l It 22 // -------------------------------- --------------------- ._.... - ...... r �_.__._ --.. _____--- .._............._.._,.. -__ cr- 44 E J t G� 1 I HIGH PRESSURE GAS PIPELINE ----- ----------------------- t , ( I ! i I cn I 10 WORK WITHIN GAS PIPELINE EASEMENTS co MUST HAVE PRIOR APPROVAL. t t I s = o i� D = o -------------------------------------- ____�- ______ 0 ! t CONTACT ! r ! I �-� V) -6 cv Ii 77 t t� 1i VECTREN ENERGY DELIVERY OF INDIANA �t c, \t f f c � ¢ - _ o (317) 718 -3603 OR 1-800 227 -1376 cn o `; --------------------------- _y_.._._- ....-- .... - -- __--- - - - -._ - __ _ ____ ------------ i y 34 3b Ilk �° _�_ _ �-- ' g J � � �$�-,�.re► '� E / .. '�'� y �r ian -.-�rT eaa., --- •...� °.eama�a,as � � . ,` ' � i - � _ 1` -'^- r.....��..........._ .- .......r... ..._.. �.�. +.w LO �,.� g 15 ------------------------ SAWTARYMANHOLE ,r 1 U TC-821.90 j "''� f -->` _._ �___________- --___ t �.,_ cc INVW._81>96 �' �-' _____._.---- _- ��---- -- - - -- ��� � ��� t � _ ~t � INVE.-812.22 / -- - -° -°' , 0. 8 PVC � s ,� _ .. - ,,,o,.. ---�-- �-�, .,� t� , 1� tt � ► . „_ �� 0 w- O e16 t \, �� ,- ,. STREET NAME CHART NOTE: ! t � t SEE SANITARY SEWER PLAN FOR GENERAL NOTES t ! • -' LATARAL STATIONING, AND LEGEND. t t W Z W TC-821. 0 - 820. TC - 83 .50 TC - 83 20 TC - 1.80 TC 849.60 TC 850.70 TC - 85 .30 W �� EX 10 11 12 1 14 C) EXISTIN AN. MA HOLE SAN. NHOLE SAN. NHOLE SAN MANHO E SA . MANH LE S . MANH 15 6 LE DROP AN. (f) C] Z Z AN. MA HOLE MANH LE 860 860 C� s6o � O � J Q f- W W 855 855 Z Cc Q Q /STING GRADE 1 . 850 PROPOSED GRADE ' ' � LINE STREET NAME Q J7 r A RIDGEGATE LANE B LAUREL RIDGE LANE n NOTE: ! t � t SEE SANITARY SEWER PLAN FOR GENERAL NOTES t ! • -' LATARAL STATIONING, AND LEGEND. t t W Z W TC-821. 0 - 820. TC - 83 .50 TC - 83 20 TC - 1.80 TC 849.60 TC 850.70 TC - 85 .30 W �� EX 10 11 12 1 14 C) EXISTIN AN. MA HOLE SAN. NHOLE SAN. NHOLE SAN MANHO E SA . MANH LE S . MANH 15 6 LE DROP AN. (f) C] Z Z AN. MA HOLE MANH LE 860 860 C� s6o � O � J Q f- W W 855 855 Z Cc Q Q /STING GRADE 1 . 850 PROPOSED GRADE f t 0000, INV .0 INV _ _ L M . W c S30 n 832.67 832.77 830 _ INV W Q Rt IN V V INV 832.87 API 831. F . Q. NV / INV _ Q 14 _. 825 829.88 29.98 825 94 .0I .0I y , INV i INV INV INV - Q 820 _ ` 823.62 823.82 824.60 824.70 =- =ftft 820 \ CONTRACTOR T I CO M CORED ILL INT INV EXISTIN MANN LE INV (y) INV 812.0 � INV l� 815 INV 813.16 813.36 59 LF 0 8" PVC 3.26% ° J45% ° 253 F OF 8 VC 0. 6 /0 150 LF OF 8 PVC 15 LF OF 8 PVC .46 /0 815 4Q EX INV E /"812.59 812:2 EX INV 27 LF 0 8" PVC 0.45% 281 LF F 8" PVC 3.65° 174 LF OF 8' PVC @ .45% Project No: 04151 810 1 811.5 810 Sheet No: 20LFOF811 PVC @ 0.45% PLAN & PROFILE SANITARY STRUCTURES EX 9 -17 11of2§ \PW TPmn \dmg1PFiR1 \n4191sn1 Hnn 1() 14 / ;)00;ii P- M Al PM [9 Qj '�-H W 4 ¢° H LL o Zn 84s ' _J J ox mm klo oWo � UWC� 840 z-w re 840 t _ � w U > CL INV W N � �e 839.75 V 835 1000 a4 f t 0000, INV .0 INV _ _ L M . W c S30 n 832.67 832.77 830 _ INV W Q Rt IN V V INV 832.87 API 831. F . Q. NV / INV _ Q 14 _. 825 829.88 29.98 825 94 .0I .0I y , INV i INV INV INV - Q 820 _ ` 823.62 823.82 824.60 824.70 =- =ftft 820 \ CONTRACTOR T I CO M CORED ILL INT INV EXISTIN MANN LE INV (y) INV 812.0 � INV l� 815 INV 813.16 813.36 59 LF 0 8" PVC 3.26% ° J45% ° 253 F OF 8 VC 0. 6 /0 150 LF OF 8 PVC 15 LF OF 8 PVC .46 /0 815 4Q EX INV E /"812.59 812:2 EX INV 27 LF 0 8" PVC 0.45% 281 LF F 8" PVC 3.65° 174 LF OF 8' PVC @ .45% Project No: 04151 810 1 811.5 810 Sheet No: 20LFOF811 PVC @ 0.45% PLAN & PROFILE SANITARY STRUCTURES EX 9 -17 11of2§ \PW TPmn \dmg1PFiR1 \n4191sn1 Hnn 1() 14 / ;)00;ii P- M Al PM STREET NAME CHART LINE STREET NAME A RII?GEGAIT'E LANE B LAUREL RIDGE LANE EX /STING GRADE 1 z 22 853. 70 B:: LO 0 16 TC - 3.30 C' TC - 85 .30 6 TC - 85.90 7 MANH SAN. DROP .MANH hS'A'J. LE RO AN. SA /ST /N GRADE ROPO ED GRADE MAN OLE MANN LE 855 850 s 6 Q� O STORM 845 SEWER 840 INV INV INV W 843.20 839.75 839.75 835 INV N 832.6 INV INV INV INV INV 830 832.87 832.67 832.77 833.34 833.44 INV S INV W 832.67 832.87 1 825 345 LII: OF 8" PVC 0 1 1 820 PLAN & PROFILE SANITARY STRUCTURES 16 & 22 \nW Tn — \rlmr 4 )FCQ \0A4F;4 •o7 rinn 4/1 /40/')(U1F. 0. 4C.• AC OM 126LFOF8" 0 w- M-1 NOTE: SEE SANITARY SEWER PLAN FOR GENERAL NOTES LATARAL STATIONING, AND LEGEND. V. MA HOLE I18)l I I I SAN. HOLE 19 /SRN GRADE - 1 INV 834.93 332 LFIOF 8" INV 835.03 157 LF OF 8" PVa 0 0.46 ,PLAN & PROFILE SANITARY STRUCTURES 16 — 21 INV 835.74 STORM TC-84.20 ZO SAN.M NHOLE PROPOSED IGRADE 35.84 I 1 836 INV 52 149 LF OF 8" PVC @ 0.4 SCALE: 1" =5' VERT. 1" -50' HOR. -84s.00 1 V. MANH DLE INV. I 83662 838.00 138LFOF8"PVCI@ 1 a) c� 0 0 a� W J U. 0 rr 0 z Q z :5 [L Q W z W = Q W 0 Cn — U) 0 z z J 0 -� < F-. W W GRANULAR Z BACKFILL REQUIRED < C) 'J �0 n C �w w -441 �= 855 3 850 845 �oo�o C Q) Q, a4 w 840 - L C -- `� Q 835 k�N C 830 � MQ 825- 4p Project No: 04151 820 Sheet No: 12 of 26 1"D b z B:: LO 0 C' -p N O W J U. 0 rr 0 z Q z :5 [L Q W z W = Q W 0 Cn — U) 0 z z J 0 -� < F-. W W GRANULAR Z BACKFILL REQUIRED < C) 'J �0 n C �w w -441 �= 855 3 850 845 �oo�o C Q) Q, a4 w 840 - L C -- `� Q 835 k�N C 830 � MQ 825- 4p Project No: 04151 820 Sheet No: 12 of 26 1"D b OW Tomn \Hmc17l;Rq \nA1F4cm4 rinn 40/4Q/�)00q �F \RW Tomn \dmci7RRI \nd4Flam7 dnn 1n /16 Rr, DM PW Temo \dmsl2563 04i5ism3.dan \PW TPmn \dmg1P�iFI \nd1Pi1hPnl dnn 1n/1q /;)nng P•IT()q PM \�\\ �\\ CP / ze-/ `90^ l ININNN� N. PW TPmn \dmslP5R1 \04151h ?n? don 10 /1q /?O09 ?- 17. 1fl PM Tlil,t j`.� �� �"+a�, y� t b? '�.. p, .. ."'.'a+• `;�ill.1,.8 `lbl "•- �.�.i+.a, (( //(' _ f` i r'r ' .' w,... .r ` �� �!ly?.1: /7 ~ ~ '�` �v.. wry• .f r•` - y/I V >< :6,0% "amok Ism ell It �� .:ari �'` `. � \ ,''/•1' Ct `� � ��wa�� �� ..,,q, � - � - ! r� ! ! w� ~ •" „ J j ! +"' y� � •r •+- "'+ . .. j � {':. - ....,,.....-'��`;• a�'',*,� "` ,rte, '� -,.... � � .,. i \a �-. - �- ,�,,,— .,...^"'' �. .. mat" �` �•.� � � � � «�""' 1 .. r -' � � ,,�� --•— i ! �Q/ ! 7 � ' �'�` - ^�. "'`• -t ' �t- � ,.,, � �`` ' �M.Y�`t�" �'"- �- s- �•,.'^bNy�n*s�y' . � •%�. � � � ° � �- _-���. ° � i L IN .; 1 .� iy�r, w+ t <;w ► ;' . �+!./ -vigil Cm urr im Mil bail #�! b!°� i@ Eli i�! FA j � . �.,,,, • •.,,,,,�''`�'�''"`� � teas ,tee :� cat � � � � � � ••per._. � .�; t� � erg as nsa >� � � +� ew � �� r.�- 1 � ._� :.; :. mss. �.�� '� •`__.,,,r�;:�,r �,. � �j c� CP q `�- _.r...�.. �� .- � � � :� • � � � -� -� is ff CP NX � � _r � } .-.. ,rte- �'`'�.. --' � .- �.•— w'�- ---•'" ..... -- � -+ 1 � tc� � � I + `., •` �. 1� � `` � � �t F� I � ..n +' �. ,� ` 1 .:1c��,r� ..�w..� �,I �r �• y,.I +Y•�w� � � � Y . r � L1• /♦ �.. \ \ \ \ \ \, � 111 .4sp. ' � � •'�°�iS�''� �'t+a."" -/ J' ..•+ ,,. -•.. • ♦ .. r��� ...... r•• ...+ � � rte• •• ..... y +. � 7 i.. � „Iy' ` 1 7 �� � ! u ��i � � `✓ � ♦ � ..'+ � ••�' s.. � - � � aooe .+aoura+�ewma..ars/�a+Q'�..'la. r t � / � I % - i s ! Ic i E +" �. � � , _ � � t �-; .._ - ._`F• -r' ,.!hY'•` _ _.- •••,y,xceT±• �._e•y- 1�4Li,••t - - fCU►.9ti?acztO �seZt�'S3>tg�ct .fL�X'a°.3iai4b6�#0��• C i + � � 4 .� `�. `-` .`.mow^~ �'°�� �r ,� /,� � y � ^•�a. � ,'._,,,,_, �.. „ t � L,,,�„1 ` --�s.� ►,,�,t,.l�.����'� t "INN NEW HYDT. t' V, i. '� � � Yl rr �L ••� ,- � � ..�,..r..ww.w -t.... +.w...•...."'r•�+r"" .. «� � "�a � � �i� � N IX 4� 1 t \ ! t < , \ Ir qp e Size. :. E BAA LO j a � a -- 014 � y 1r 15 A +� , ��t � � �, ..,�- � r� � � _ .r _. ,. � .�.. .:- •.�',�•., � --ter. J �] ': '`t. 'w 4 � � .... ....,... -...- � . f i",, - -a ri T r r': •. �* ^=� -^- r'x.c- •-•=s,'�? ry , � • ,:r"'. "" �"'•-^F� .c . ,s ~-�,� •n , r •,., s + +- c w. r -av w,y.• �.. � t C' +� • � / � .�"'+ '.� �' tr•r.«;q;.j:;rkruar � r*, � .'.,I.gjyf '":} ;.;s-E,sK. iiu+:er.L� =' r.,` :.c. .1 "?� _� „'c'`�:tr ,.w�w7i�....._ . .x.e ” .''1 1� t +`F �.✓ p �k,.qv �'Y' Etr�4.:.� ?, 4 �n,:1�:= t - `i ; _ tyr • ` .... _ ... ..... _..r _.... ...w ...r. ,wr. .r+ ._.. r. r.. ..r ..._ .... a.+ ..� ..... ..... ��. .�� w.s +w ..-. .�.. ry "�.t 'tip '" _ "` � � 1 q � � ,�•� � �„ ...-• � . Ra, �� 1 A �. - 1, �.,4 � * Al ........ ..•..-- w•�,,,,,,,,,,, ......+...^- `."..'rte ... `^'• '' t � � 4 �..••�,..�s... ': €' �" r _ F °" Y'i 3t 4 � �� � ^ �.. �� � � • - .r�•d% LCr ' 49`'+`'x" '►." �""'• •� � � ..f� 11 � � i •. J ,r �._b� • .r"� � «�k i ��� . +r' � `� �P�„ �•�3•nc�•m1�Y++eYM'J�_ ` s'r%S� � f' t`. Nlk'l Ar- NO QD / �, .� Job No. r P ;. Pine Size: POND 3 t ` * t ` i i i It k 0 OF 4 .01/ . . . ....... %\ 1+ {�' � , '� /'•� ,•'•�. ,,ter `'_",✓'� � /0" � .•" . i � � ��!"r `�.,,�� "•a°•^'.'r"'"' -•"r i i a 1^1 f ♦ �xs. '#r 1 ` i ! i t 1� , ...`.`•"",,,.,,�,�.•,_ a ."`�+.. .+"^""` f ! '.000z 011 `\1s. j t 00 1% '(jl ;e(a � � .. �. � , �� •;.✓ °�'�+._ � l: s ., •• �• g•t'•? "4' , /a�. - . n � i. ` .A' 1i 2HaF� l" +} .- - __ � . -. ..o s z � " - - " "±� .3 - Z'.'C�:�9t710eLY- 81�34�ST� 1�O�,�al�firSpd'Fd7• Gil:o4 lC7Yit •"�+, _ t•... ,..�. : >... •-�i. .. ;... e•1 \\j � s'• '9�•6�7u :'F:3•",� "'I . a !"J,�+:.i`. &�,+:1i:Trii'.•a.�� �` fi , 'YYtc.�p..yz�. :R*:?'�Y.." 'iL3`r.�fif` - .:'iT'�1� at�:Ct4 "S �sY.� IW�KC6'G'7.!'Sr.�. t�6"Z7bT.Y.�SB�w 'Fi�C•:?2X .x•829.1!' .1'St'7� 4�.'�"c�sa�. '?VS`a!',�r�y3�'YIt ,�.,r l'1.1a0 » � .� { ' .:'"lt.ar•'.rsi: `±urLq..,.>....•:T`= ,.._SC°.S.w ..'S"K= ".e�hs.*_uf- ''*.t..t,.Z 07i i"`.o�.isivXc ".:t 'i`Ir v a,. ,!i- �L+.ZM✓.i6 `✓, ♦' .A �u `, ` M [^" t _y+' {y�.� ;'�.• i.>t ` rr Ny�+ � r +� �' '�•'• ,• •� "tea ~ � � `ter � ^1 �.w+- .•^..`^' °fir v/ � a . AN co t 0A) IL xx X - SI XJ - 0 ........................................ .•- t � � � b� ,• ��� fi � � � �. �• ``� � ~ a ,..... .• , r �� +,......... « ., �1 « `-.. a a a �`"`_,_ ti � ��� "fir � � re N. ....� -- i .� 8i6 'j 6 «- --`-- -"--.' IL -A A Z-Z�C- - STREET NAME CHART LINE STREET NAME A RIDGEGATE LANE 6 LAUREL RIDGE LANE a) D C CD .U) Q� E ..� �J m .. - �°n " o ' o N C— co O O D U co D >< `NV``` 1 • LA- CL .z _ "" ._N O '16 CD a := _. �, CLV lhor> ` Z. Q I O V CO I J 44% w N a� I IZ M MM w Project No: 04151 Sheet No: 17 of 26 v ''I'll, ____ ---:)- 0 80' 160' 1 y► i - .�._- _.. __- - - - � _____ -_ - -V-4 -A---, - ;:� __ �. -- --.. -. -'r-- f)jp 1 ' �. . r f /j/�� f `•.��� _� \ \ \ 1 \/�J i Q }r V C i �- f -\�\ ` f , l�� -�`' -tom' `�.j try i , �, • ,r- f ir' � �' ti R C�a i Kk- , it 11 I \ ,_,, i,,- / ` ,�- \�, .1-_*. _ 1 Z ti� z . ,, ^a -. 1 " of 1 �......�. � � � - , ,�'~ � �, �_ to Existing R s �'� ti � , \< ,-,)-- __�__ I r) \ __ ___)_r _�, .6, r-114 : . / / , �1 / __�� -"-� � , s rr / y..w,. i r• o�•��.ies4�. �v1 , +i r I ( \ \/• �� \ f ij A l) 11110000- �„� .r 1i � U 'r' � "`�.. / , ___ I / / FWD x ° ..may �� ��. e � \ - \ ( I I K I �� I k N 1. , ,,, ) ) ( el--It or ) I � ./// f . I � `'```+, ( • --- "'�•... ,,.•.,.,,:,..,,.^ ._-e, - �•-."' - "- --"-%• ! 1,,_' ! ,.�C /` - / '�-,., ( , •�, f" ��I S' w . 7 '^°-` '� /� # ` �•�" /' `�,•� vst,J �.• " sue.. r � ^ +..• ,.r :ti " "l X *y/r �""°+.r '` A ,v,. «.r+«...._, __� -. -_ - .........+...,.8 ?� '^.._ .-,mow a'�a.�.rrr.".a'+tir .. -�•`�w t' \ � `, `1 ... ` r J {♦ f f r ` T}.rt r.•....r+- .._.,,, __^ ti. - r- 4 4 ,� fir --�•_,..-.,. 1 ., ..- L'1a f A,- T i• /'f /f �. ,� - y -"'. -- •_...... -.. a./I'n"..w �(�' .. fdJ/ /` :S tom{ -- •- •- -.,•-"` iw -IRUu� �r- ........,. _....... -° 1 C ;�� le -�, -, _,-, .... / /J /r jJ //1 `% A...r� ,-I�• .� �1� , - ,,. Al .t ' �.n,1 ' f�..Is/ fd[Y �j`�i•$' •,mot'„ -,F �t� tl_ �""� . ' 1 r / ! / ! b' // iSY '71 < �`, Y a 1 ; LQQ . f '{' f _ K.r s�yw ..t•���I . _M.�•� K...- ♦�•.. �. _ +,.. + \� , ! ' � V w�.. �-�•i •.. Y! • O r , / Ac "4 r �,...., ti.._..- .••. --�',� � l � - '- �..._...� A.,� � .-. r- , ,,.,.� ..� �. �., �; � � � �,, ,,,. � ONSTRUCTI N ,�, "�Ai�-� ,�/'�'__ � w �.... ��.�:r�- �.�a;'� .�,.�. ! i} ``��+w �' w,rr.r +r �, _ / (% ��� 11, -'h... ..1r.�ww +.- .....,- _ /� /- ��'-• -7•l •.._..r...r..• w.�w.,/n•" J • rrL- �'__'_. Y �.....,,. -n•r (� "v r`-.." ..-r...+-+'r � , ..� �_ �wA"r•"'• -- r3 -..- .••".. -,w. -. _"1.' �,Y i� Mme' �� . ^ ^. f. -•• 7 i• 1 " �.�wr .+n•r..• -Y� . � -- r' : ,. ---�. - - _..-- ,�-� . -�-� 149�.00 r / ENTRANCE .,..� -�'.. ...� --'' 11 1%-� I / 11 A , )) �, ./ / / - , - = 1 .-_...o --*-- r.....-..«._..... ' _.....,..... ti `'`' \ 1 + r f • J r {v ! � i �./'�� S -` """' �_ ,.�` i", p w....� w *' i"1 .' ` ..r r QI o p '"' ``. C- ^ ': ----- m'-••- ,,••+r'"` `r+�+ Q] • 's'ti • ./l/ 4 U �' �..-�- bryH j' /f - --"-l' fj �_`y} ,.,r, -. � ".....- S*. r- N T� � �j W"r,'-`"""r` j / 'fr i '_""'/"f "�•.w..w.'°'"r; t L'r ' `1""' -` `' '�+.,� , •--'_ ,�} - ,r'd�'`y" �.-✓� ! `i ✓' \\ •`,.r.•� ° !� -' �'t- "�'.",.••.,. _.._....,�., ' "w"..�., _ _�--- 'r -••"r" ;_� I I `,��� .� �"-. a"•v`• �," �! r r r 11 jr�w.r, sir. [5 �'�`. , `fir ! f. _,A "�- .� �1 - %.,/ ��✓j 5 �.+ I l�( _ - �� :�+et _- -^=-� -- - --•,• � ____ `-` _ _ �� - - 141 f `�yr jt• -Q f - • ! r, 1 ?\i' �.w✓ f «,.a L/' .- ..-- -- ' �".�' -'.w ,/ 1 ' • Ro 1r+"��- * `�C- u�'.dP" �: - .;, ..-'..- , . ,1„r...<"'.???i�+ -""r' � �waat.w]�� ._......s.{i� Ti�. '1.'ey►E*,� =t " , ..�.... : ...'- �.�.rr� t1 - .ice s • 20 a_-.. •�r� 1. r"" ,,• +,� • q1l, / ia,. ✓ % .."' -�"o �� %w.+r..•`r"" �. h -1."` i.t'. .wr'."_ .. ?Y c:l - vsiL.^'^ - �. ,i1�r� .��.�. �r ,_, i / '�-v f i�� f t ' tit' " ^�� w.i .� '� _ rti}+.. `e `a .�...« ��� -�`-` ` w^"~'. i '[� "'.-.. - "'...'.` "ij -� � r�/�.•u1�.o.�y 1 �" "-swr t! , :.. - i i > ^..«._ .., .........,�«...... -._..� ��' -++- ,.r �'`^�',/ _ ••�•. -.��.. +H�t.- ,....• " .- +.ter►,•. •�. �..... •ar �..r ,r ...�.... `.., s•J{,{ *y� " `w• O M r'" w �. ,r� .v ~itK.C,"•ti" Y.r,.w.wk�ssnoo.am.br -f !l; ,� Q,.- "_ o' ' -..-". .- .•...sV•i„4 ---^ 4--n ( - ..._.. -. .. 0 _ - .� -_•__ _- -.."» �`- "_- "- •ioci...� -,P-,: LV ! `'��r ; �p/',L i- mstasesYams+.:c�. t,�s'°w/w." ...__�.i L-L-4, .<.....� t• -was�l+v«; L. '^ ` "°' �+ `•'�•..t_t' � .»- ,--- -- - -- '7c'aisa.� --�' - ...,,-, : `• - %"rte «n f - -- ,�• - .wy,,., ti r'-- ` ` ! � ~ L ' t ` 1 :iiY2M1�✓�'�il�A ^ID""'«-r...s '.•^.f w`r"' P "�.`.- ►�...r,}. _�...'. fj.....- ;•.•�iL7y•�ar -.�•�+ "'�_' -� �..�`' / �~ .^"•_ 1 ^ ` i i fj - ^^_ -••�'� •.-n -- - _..- -- ".- .,•+.. j y � i ...._11fC 'F- �i.� - +^. -e• .. -;. � y t r,...r+'w -� i� ' 1 �__ - <q •R. F _ 1..�. - - _ `___�.�' • J �� ° 4 b"°• _ a� \} ' / r' (.� ` rte .�A. / 1 ' `� �}�/.' }� F •V• r- ,••�„U. - �.••R.�S•.... r •--t t••--" - - - - i'•- • -.•-.' - -- -•-+�- -- "r'^"..- ^.-�'^n�'.*'. '-1, ;o. ,;, -•- ___•X•i------ �t--- • --@• -e ,,,." -V « '" �.! =-., �ZW -- - ..... ,�,r ....r. -+.w V � 1 ; �•9- r :x'��.`` ``•Y •a3` -^ �.� a, 47e+fc�a�r, q Alm _i=ljpt %' ,RS` j .+�r"'r . - / - -_ _ �. -..�.. _.._ '�3' '_` , ` (}••��,_.r�. - -^^.^Q- `i °`.•' ' =- ;/"` - .....r -�.+ .....r.. -.... - ...- +.....,... .........,,.r... ,,,.r... `..'•r.•w.- ,,.,M"'�.,ti.. .�.r ..... ..a.+ottVw4�_ _.. K... ....+?+'C'°"....wK^... -+-..- .,.w,. ..""' -. ,V •• - r--...-...... .- .+w..r^ .- _^^."^'."" .:-» ...- m.- ..n°4,�.•r``t•,.t..e..b, ^..^ "°"".._.r -.. `..0,,r ( r•..""'.ti';' ur'1T'� tlr� �f, 4 ` j' - aeaf ACOl =r'' .. °fir «....�, -,� .� •`. R•`. �".� ,) �i, wr "Ti( .�'f `,f� - - 1i'. - C- 41 a ♦K.. •- ...+ --._. ..�: r..w -_+..- `. _ `^`+7 «-ww . . "^A«" "" ^rTx°4* <,t�'ICmasn' r{ :r Zs Fetd.. �a. 4r•a. r. �.� % ry ....... .- ...- _..�.- ....- ......- r -.._.. _.,� [( - '........•... :.o......�.......�,.... ..._............w......_. - - -- - «.,.._....._ .._.�._.... .....♦""-- ...._...r....- ..,.....•..r..... -y{ r �.. .- .•r^,..:. v:' 4 --�+•�e•�,��;1{�-.T� •pv.• ,.. s t��►- .i•� f �.; �• �' y..%:i r• �'ir ` {< > > 1 Ali .w-+,• - ......+r..... _+.r_« wv+..,..•.... i �..r ~- `-"""- �,'..'rr.._ - `�..•�".."- "•".` -'•' '.'- .,^r".... ".1.. -.+. +w...,.... -.._ .......... .,_- ,..,....- .rr...- ..._....,.. `..-.+.- ...• -► _..•..- ... 1 '� p..F - P" _ .:... �J.,r�y!�}�$yiz'.-f"Yi" ^'� -'Gr N arr'.`'' iw•'�' - �'•_,„ �? '. %••. �/j ___ s$ - --,.., ..++�... .,,.,.., � 'sr.... gs�` _,�_.� ,r'i4. .. ,c AF �1} �" t Y_ S Y ..r- ..w... .. -.. ��i p - r .. .a' F j4 1 ,.. = �1 l` 1 1 �{ ',? ,' • . -''' ` �„- �... -.�-- -.s ..."..."-" as G !. � y �' ils - , ' v' .-' ^•�'__'�r _ T J / ..�"..�` � �..0 ,n `' y� +r1 ' s ��k gyp- 1 - ( _ i v� "v�� , _, err a �....J -r"� �,."�r ,_- - , s f Y ` ! jij� �,, a .� e ` as• r' . V- ' >�F+tw► +K • l it- a " .. ._ ...+ °� ._..1_... .- +......, _• - �. --`� -„__ . '' ..� +..-. ,... { (/ jJJ i z 6'•�d� r Ll�C %, ' t 4 1' -`-a. fi ....w+...... -._. -. ..r w.- v,, ,_ - +- -� �✓ rr �f A 7 t r � •' V '�M� ,•� i - / �/,/�.{ rr. -�'^" ..........,,., -. - +�+....... ..w.•+'^'•r ...-- ..w+►., a...r.^ -'." w.wu -..++_ _ _ _ _._..�... v..wr..+.w ww«<.ww...rr...,. -r -..._ +�+..r.�...+ .....- M'-'°,...n.. t !� .r-- . /" I i jJ�d /j'`♦ .?Vii f:: ;7: '. K . ' ,{y' ,Gty t- OR -..•- •^'•" -'- ....+•^"r r....- •, -•--"• .-,.. ..•.w.'^" -"'.. ..._►'.'• °-- -+.m,..r` _ .____.r""..' +.+.-.....-.�, .......r.r -.« ..«....r..o-.++ w,.- -.-�.,,w 'ro.+.,.+...... _ I.." -... - 'f 7 ��- /•'�. ° N / 1 � i l ' -«-••- ...«...... - ..-. -- - - - .:_...s .- _ ...,.... rw•... --- / /,' + try a ..^ "°r"�r j j a* / .-..1 -^ T ^ 3 S ./ I �'•'' _... ----"^ ...,- ' ----•- ,r--- -'�-'- r... -'- ."' ...--- --.•.. ......,. .- .........._._,.......... -••«- -- •- "'n. -"-- "^ - _.�_ _ w•� r tr" �,�.r' f /�,/ / � � ...;X _•.....�, ) �d- / �i/ /'''�_✓ ..r."'w ~��..,_,•._ f r• w .....'.'r".w r...rrw '`�```.,.,.,.,,»y+� - •..._'....'-' ___........r .,.s- ...�..o.+ ...+.+.-- ,."",. .w,...-.:,--..w+......,.. _..,..c....wr. .w..++.>. -.+ - - -- '."."" -"'. •"'.._w+,r w � l 9 J / o ( 6 Nr +[ ✓ -7-�' 5F - ' �43aV.- 1- L�'K'FS�. - A `F rte, a V"T�gti -.., -e*,,- _ --r..» .1;4e 1. / / /r � "- `n...•wr^" ,w+,.......,+.. .....»....- ....�...n• .,....,..,.... ...- ..+.+"- «. -.r^" .._.•'^a'... "'- •r+.r+.".'r� :.... •-► `, -, +`.w....w". ..._w►• -^•^' �.^""r,"".`- '.'..`rw`.► ..�.a.. ..,...._+...«. ....- ........... ........... �wr.r....+ .+•..+....• J/ r�Y„ ...,,,wr.,,.y 7 : -rte` '- '' Y r. -P{ . . 'r.F -'�i J �,'�a- o i;• ; �` 1. C� t 11 S r-+-__i,'• ; ,j' rr ;`4,r{ "'X'b i �(• y.°�• t•y s.,,nr,.•,. »...,r.,._......_............. �^" "",_ ..I -'-- -r --^' ....s•""""" r_.,- ++..v.+ wr`_'►f+' P • ...- .,._,e."" ,r,,,,,. ....- +v -+""" .'- "'.«•..+. "i '- ".".' --"�" '- •' �• ,. _ F iy /4 (� Yi ��.•,,�Y i 1 `./ I ° } '� �'�� a K, tic 1� - •/ ij f r � - 9 y ,, • r -' <w,,, r wn --^'~ ! f ...- .»- -► �...... . ..w .---° r`�... / !/' I -y �l �� 5':� �✓ti 1 .♦ , % ` - ��` �`» s - 'f'• %, ,.,� "� i j t z � _,',".::�, ....... -...,_ ..- ...- .-.... � .n-. ...,,...•... -•-� ✓ \` �. l •1 � ' � � I � �t a�` ` �' .� � ! •+�- CIE- i .i ,T' - ••'�••. - t'J r.,..... -.++.- ^'^^'"'_"'+.. • i"r ../'- 'w..wr _...." -•""r +- """`WM �'r- �r.a..`« J J{ _ Jff T�'Y•i • t. i ��i'.'- """""°y ..+w► *7} w`+.►�'�V .....,,.- .,�;r, "",. A '' .. r.-1 ., -.w,• ✓ -...- �•+_...+ �,..,,,r..._._•.""". / "'-____1 �' V L J J %r r ° ~ ;`r- ?;4r♦4; sue' >y�.w y' ^mss ` -� •'%Zi`' "' i or f /�/` /,/ ww.+.-+.'• .",-_++•w.r.. .,.....rw +,w' . t' (� • ! `�`' : •''' i - iT` - . j} ..r- +- •.w-r- S. _ .�, "- ��w-�' - J ,.,.. --••- -•--- _,., .mow "._ ---- c - '-_-•- -- ` --'- -' V '~-- - `f - ..r ,•� ' `w ..- -•-''' 714; / �s y i 1 4 'r *% % .. -.... - ........_..� --- --.^» �� , -- """.�„� ,� w t .� ti"r"e,/` x S 3 t/ �- • ..n..r ..- y_,._... e/-- «....tiw.. _ _ ..wr+"�••r �..._.w�"w._ '- a `1�yj�� j I ( T•�:'�. : L* •�_ O � I - \`}�0.' F~ i 4Y S r,, -• �"" `+ +. a 1 l /n � �i F/ N ��,e� ..- --.. -`..- .. `.. .. ,✓ ♦• ^.+ ----^- --- r» -+... r w. � . -- --",". .........r .....•-+-^.' " __..✓ • 3ats .+3 pT v "./ rCi�j � � = o .. /� , , \ 4C r `�. 8 � ...... ♦ -._..w -w ..._ ''�'."" -♦ ,% i , �,N,_ _, / : Y �.1�y" � -+_ rt1tA t ��, \,�,\ 11 !I '' '- �--- -- .�` r^'', -.+. w"^• - -_""' `.mil .3 rf /r /// //r'// r �`` c`'`.'Q�7 ., ,. t.- ° %% 1J 1-11 ry 1 �. - ..--_- r _ /!JJ�lr11 . 5 r �.. -•'• ,«.+ .....•1 -"`r' ,..- ,_-,r-•- , r i•o... '._"_^^ •xta•K' I �.. e r^[7� �.Y S ♦ - ,,.r'�` It i a � � , f r .ter.. ^` ;.y,.. / �. f ��''r"""' `�- � ^'S^`. - % I J w, •. 0 . /w�� •4. r 4• � �� /�f(� � ° - . .- , ' rr �>. q. r-. y .r/ ./�'�" -- '' .f �- -'^-r, ._. -.�,.- --.. .Yw- -� ...._.! k/ ..�.M .._ .-- -/' / f mss. °' /! . _..+ / •'-`� _"r.... .,.. / /J 9 J �/ .t' `r.P ,' .. ,r }ice- yt �..s� _ Ot r'� I "" r' �. .. / f 1' „J..' ,-. yr.' /tr !a s,r o o o y� r ///Zm� . -�''"r ,,.,.r...-"'•' e. -- -'.' .. •s -'� ..-J / - ........ �_..__,_ - f .ti/ .w..., --•-• •�,� ! 'i! 9� s.r 7 _'.- ...r' ---•r. ,•�- `.�~i ,,r L - ,:f k ,y t \ I ` '•� i . ,,,,,... --'"'" � ..,r^,r•' �..•„" -" % / 1...•.r. r /! .r �1� - �•�•- _..,, .,.-- • -•---- 'r �t �a._ r .4"°�7i� , , `,~V b � P i .�+-1 ,�'ti.. f� t ;. �7Y �, , ) )J � - I _\ ( - E. N Gra s Fie ) \� 0. ,.. r � � STA�GINGAR istin I � \''� N A1V EXISTING TGPQG�A /--/' _.-� -� ( f cv4'i: x i� / PP r - , J , - �r , ' \, � k ` ,,, f' ,,--,- .�. CO CR A t UT , , � � . � � 1 � ( f -♦- j`sj a -'«+ . r-./ f i i!- ,�V° "^^ � ' >t f i ..<� ` \ r ....... -.,,- ♦ J �yy'S {` 1 1 ,,�y ,-• 1 j .�/ /rr ,r - h '` 6"' c^ .✓s•' ... /��a. /J ...+r- • "." o \ Jt Y , rr�,-.- - -+'�.. ! , t (T{ 'r') ,w ,,...� °-.. � / � t % tP �. � "mow ` ! p�� 1 � � P r���r�.,.i• :" •-r�" �. ° ' -�� ..... -.^r"- .. , O` __1 1 I , +. J �. `��-� ../ r ,r .,� v� �`�... ��5 7 ,y r '! _.. - y c� - _� /`''�. s +, � ` n t ll, i j} f ! r sS , �,s' i '�`''- ,��. -�.. .,.•'„ (� 1 �.( \`��,- .�+ f,r� , •-• _.z }z i --� --- 7- ' ^��w� F ° `4\ ✓'� r/ V► Mar � J ,.. ,- ,,,,♦., { r 1 r,/'f ry, ,•.____..:, "'""- 3" __• 'l . .V , _/' 'l* �•%` t'�i ''� ''� l �_,r•►- '•w'"" - .�"lAL1 `-3 - -•.cr- s.. �`j ° ((�/�e ..�+ l �IQ '`i r �i� ♦ ♦ �i ,i . �- �e `+� � s�1 t •-. /- ./% • _-'" ""1` `ft , .. , t �!% M '-....- G; "i /.r `- i �i t � �LNY ��i`` ~..,� _ I /� c7,1. +� � cl, f �`� r tt+ .r,/' �. ••" "rr ..... --••°- r .- `..�' a.�> �_ "�` ^� �� ! ..�'.. '" ' 11 �i!i1 t , ; - J • % rr�'f �`'� -. y,, . -1 • E•• "'` - .� --"".. , _+-" a�.aa �' `•..�`� �. t ti ti ♦ �! o ..rf^s ,/ !/ '•may O h'�s - ! ,+' .""- ,.-" ~' �•' h \ / - '- di b I % �F - ,s➢ / ,'V' Yj 1 , f - "- ,,•• -3 r , � o ° i c o `1 �\ • . ° 1 -� Re ide ��r-Fi M4 a �'rr ��� �.. - ----�- ,�� ,j,� f �•,.. � �' �.� - .s <. ..� �, � - i isfing �s1` A-Ir , �__", 0 >,\,� /fit - • �.r t � "`� J , W. � .� • / z . ), �-,�. 4\ ""`�•... fit' //// V " Al ! / f _ - - v.>< �s S ''a" J✓ y.l . .. "'+`''! 1 1 .,,.,.•• �.Y \, G {J , `^•- -,,,1� / 'I Dated F . 19 �. ,ma'''r ,•- �� �.,.A .� ,.,:¢: f�/ �' (D D ` .,'` '- „"^"•r,,.....r+r f - '` r -" 1 _ 'r ''6 ..�' '�.+�'�tj _ .....- . --'"./ ,(f ' f.+fS g 4 ,,.,�� ,�. �"�•__.7 ate` •'' j) �!� S iC jr s o N •y, • ' J \ti t. - ' '� _ �, �".,_W "."""' --' '..•.�..�� "Ill / . f(f/ i � 1__< , .L. - .-.. - •ar -�`,,, �l - , v I �, .✓+-/ '� , .Y 1 33 ►► } /�f 1 I til ..., P! " , --- -" q ° •i { !1 1 JJ() ll ..... - .." • .. ._•.• ..-+- ^'. �''(�- U �' - .+. +.."- Ali'. -✓ +� LtJq tF.M r•I ~'- ..'.."^"".r _.,y� -,L, .�,/ �'^'^'�•. �/�r�r - J!f ! r ...�� ..' -!�'�' a�i.•'...r+ • / !1 :: C.l� .�,-. �,...,. -►u� .{..., r... ...f 1•,.,,.- ....v.'."'f o r ,/�`,,..+_,�.+,�� .,,,'. '�. vim'_ i « i+�� w..r'•' -"r ! , ! 1 , .�./ S ...... - ..,,ti r 1 J .i'- •w`'� "" --,. .r .". _ °�+.. -� f / '� '- .�,_/'�..o'' -'�.r ..,.w-- �_ryII`.`e♦'..L.. -"' ^- " -'•^'� .�t'•�• , �y7- - , '�" !�• - ♦ ..w++ -!!� r.e,. 4` ` ' t` r'.`_"•.+ t . ! % _,� - " 1t/� { _,_,. «++ -'-- ..+« „--. ____ ti ) `�t� ` � _ t_z: ','!;;. f3 �i2,- •, ;..,rr _ �y _ ¢ .r._ •••^'r J� // ,,.,P, • -_ Kller[a. .-""" :ice f ^q 11 6 „+ti,� C.) 1 LL � O .� C'f) �� - �. J 1 <-•+ J y ,r s ^ + +$.+ .'a 7° - / r� �- / ' 1y , d �, v� t S: v..,.o e t f1 \ (f1 'r -... ....+ ^"' '- '�'� -• �s ► � •r .�� 4d ,d' i^' ,,.••'r""'•lF� J \ "�'�°4t .a ,. .. :` � � '- „r,`.." >..a '�i- :-• %�� r ! ,yr Sr cr tea.... s-. - 3� / f 0 �q , t � 0 -4 1 all( - I 7] `� +... �� x. C "" `t G 4' .r % s /yam { ,3 f// /� . -- ^ 8 // r•/ ',.,.wry' , -' - ,; t,;: + -N.% •...•.... -... ��.s� .: ,,,rr I f ! «✓' ./" +. ` � 1 r. .,,, -_ ^ �.�• 11L �^�-�" /{�j ( ,E'4 �+ {\l j, • J!` �-1,,.�- �.w -++r- r...'""- // ?1 ,.� .ti - "`-� ` \ r .... •,• _-•++ yy r "ti / \_ �Jy �r.i� J I f I till! , r 1!- ��i % 1 ram -. ..�.,, -, ..w- / J � ! - s a d a I # %� �� ` tit S '� 1 ,- f' - J �+ _..... ! i/ � � ! �' !� r ✓� v ._aw -.rte FY f .., -'•' / S `�,, i.... •• ./''� ..� . E tAr� `, ......- . -. •--- -• "" `T r7 ` J /Pr r / / x }! {t is { f j t ''`'.. ''` r c� � 5 r,�' .�,ry �y 1 ` r / �• /1J J \J � i 4'" ;t 'Ian.. ''. - - I t ! ` - 1 . : I •�l , -� t�j- %pfFj'-'w°'mo`.�: A J t 7 - titE6ptR� sB.Llt7=r:2§_ -a -_V- XrF7,1Y' . i r Ti ` Rya"_"' %'ems -� a: 1. ,� i „ _ r x, ! _ - .u�s;a,wc�s'.W s 'ft rz ,sc__ a \.% �'`� ,,. o � + < f '""`�+."., `�i�"r�., _- •-^-. /' : as � i r - a�tia,rx O v__ "'A r „/�'�' �! rk+ Z j`�S J' L }1 J N: z _ �pcsar r atr RS 11!!! .,,.ucve" �a r I� dJ r---- "� r 7t �--' , -- -`.. - ---- -- \ �w /r' f . _____ ""►+..` + f '. ¢ t 1A %` "'�,_ -'.�!`•T•'- - _... __ -;",. �' CJKC- °.1�a9472•S+^3ifS'.rc+,rr:�- ./•^"n•_., ..w. -.«... •.- ........"r- '�` --'r`- w.,..►rw.P % � �,• � w. I �+.,`� �• 1 � tt�af �. - ..� .. �..-r- .....•,c9- .Ydi`% �d�%[:aDKi. r ./'r+ ; r' '- .'- .'.`°.•^_ .""-"tir+.. • �•j .+i �'+ G T �,,..,,,... ` H � �,-,C . , y�J +�3K5f s '�, l r � - - ,_,,..- ....""•'•..s """`..ti,._ �I ` Jl j y '� r q!¢Li ti 1 I C, �.r. ��i ti�,ir µ 'C ' �: r•,�-' '•�,. r ----- - ,-,,.,-..r.....,-.��,� i.',_,_- """""�- �,�`.'•_'r.. ,�`�""`�••�� ,✓f � ,�' ✓- y /,,I ��.� / ,,J /t () / { ° p 0 +ems.,+.- ' - I i 1$ / , \�•'/-,�y" i } {t��. r .,_ ,/ '' \..... - 9 ^- •.....-- ,,.'i.'r- ..- f""""w ~'" -...`~ ""-r.'" _ �`'".,.�.r ''•� ..r''f,,�' I ..1 .•/ i L ib 1 ..a'JrF ''�,,�t L -}.y` t ♦ ;:7t - ,- ."'"„� qY ' .5 - �i it w �. `� j£ +_ -...,. •- /.P r/ / J � _ "/ �Ig)f w f/ y r J/��) *1t \ , a: �«"' :i..ti..,,,,,�...,"ee�, 1.. "'`.. ` I //�O•�'^rs.+ -`._ ....r« -..." ---i .'...+,...a,..,ti�"`� f -ter" r• I I'` ! / .,.s� w.,.,...,_' ter~ 7 °?p; +„ •' ) A i 'c,�`!'d. :s^�, _ M'.- ' -`-'r� \ M1i� \�` " t i t� / •` �1i\ „_...+,.,.�-'I•. /• //' �- �..,`�•` fir--' �+- .......+ Y ..� - 45 \is_` .f1 s L , . ? �••` ! 4r.. t "1 j//(IJ// ..,.,n...,,..,.,- <.- ...... -•.... ..rte_ w,,`�.. mss° ,fi� ,/ "' _'""r '"ti i *... ' $'r ' )( j{ ° .. ��../r ,3Zt 1'r ih �v J/// (�t(yy} r/ ..... - �4�t'i Y �lT'1 `�\ ,,` • �`� ~� ---- •-•_•w •ry�`�.I�. -� ,..I�,r�/J/ �,,/•�,l�J i{r'y�r t 1 - jt� {JJJj' /J [yj�j 1 ✓ / / fci .: t,� y"n ' Y s+w.rr.._. ,w-- ..... --'w' -, ��� .a^ r r •/ Y� "'Y `Y ! 1 `i�` P - , f •. r ���` iF 4 j I .... " .n t i' }� ,.r ,✓' •r J' ' /�.Y ,r.�r✓`� - "^ ., , G� �-.. r L ! ( rte'`"'' � v t •�fc' �{l; .v i� ......,-....,..• ,- , -....^ .,...+ -,.. -- ""a '1�, .•f'� ,r�,,I Jl,.+I� y J ((f �f/�'1 C ��`.r� YY .\.. j)l w C � • � {• .� {'l � � J�fJJ/' ...-w- .1 4 �•. .r Y �r M /�j'j, I' _y���.I'• !r^ rf o-."•^e. �- - � o ar,-+.rl ` ��yl+� 4.• ._-4V t. }. � � 7 i+ l`, f O " ,Jy:.�••• r......w,.,.- n,- 1 <7�•' 4,wa - .d� / .i ,w►�/! i 1 _+•._ _w / / /� /JfyrJ1 --^cr f "`t.A- , ,( - r_• ,'tf, , - a� i i, Y s• , Ff / . -- ...-w.. -- �+ -, '! j , `' fj� �,,,,,.� .,tf ,f ..,.- .,.._..... •.,�.._. - �"- .....,,-- , -••,�, --"... . ,,/ ' ,�/,�,..'' -✓ ` /f'. + _J - R .�.+ f 3 .�c� / .3; t�''y� ;y ..1.. Sr; i `. ri , P '•,:l♦ �� - �... t,- ,,e4/ ! .- t•- ""•"'• -' \,, �� ,,,..♦'`/. X• M /rr^'' f/ ......• -.+. "�`-- .....,, �, ~`-`� �..-...,.._ ,...,..✓''i �' . _,��:r^�.+r ..�r- �' \, 'fit'". --'"' 1 i f.;•}. 3 Sj >l: ' !,'-..,.-.....-.-..- f`�.' -'i, / Yf '.� -.i, ° _ t� . •'�,.} S j•.�t i=•' �i c` a �_.,..... -'� - +'.-I " ~/] r ,• r�"1--`,-- �_ . ` 4 � ,.�- ',,,'.�, `rte r'r•• -� /'��./ ••-- --- ` -I 62. : ? .y., _ �. =y .T 3 •:>rf y i �1 . `{ ( -� __11_1 / i mow..... -.- . /' J/f '^f /j' ... .K'�e -'. / Qc """ -.-.rte ..-_. + -.t• -. .r^"- --".«. ""..'. -..... '_'., '•. �.,. .a ✓ -.ems r �.r" - `''- "--... t �1 t'] i f ° ,"� .L- :✓'`^ ti .} 0 S r �A {P1 ,i'i L �•, � � c�� - � t \%' I �� I `i.►bs'" �,�r ..,.n- -•--"" ' r„--- •..,..,.- . ~�'''- .�'`~'`~*• "''�`^ti -. ..r-- -''`'� sr' ✓yy1� ,J f'7G ,.J fr to '+h 1` .- ~""<"" "+...•... •.; -�f,` 1C >4 _,i. -�. _ �.j�w.'rr^! °"" J /Jp/i t �•/ �.•� ` �j�'�/ f�,, `''� ,.-'..""^"'..' _.n '\"^a�..�a��•..�''� `�-' �`aw t .�'- r''- �,,./' •/' ° • '``• - -'•r..'-- "..'^►t a...r'- ,r��//JfJjj r 1 ...r.�' - .w..... w+..- ,...'N .r' •'.:i,..•. -i� t : /J/ -.y'y f �' /'- ✓_' •' , � ♦ _ f� '. -, x r- .rr..�•_+w.. ...- .,,..,,,_`+- `- .,.- "`" ~.,,�,,.- § ~``.1"`+.,,` ^"W-,,�� --r� -� -./'" Ir ♦✓ �/� \`\ -_- i � F/ ! r .I•" U�..4r,�i l �. /y� L , _rr r \ /r .r'• /� ���,,,,- am„-. .....- .+w.,.. .w.-r - ••- .«.......- .,_+,r ,r,� /I'- """ O / .✓..'" i- Y! r i. i1, ,.r �,/'� - TI , - •'/ .,r•... „"`".�r,,�'�' -'ti �"'�' . -•<. �`•.. , r (,�� i I" . -,. r-- '- `�`•... ..,,•o,..,. -... '''� ��.r �. �`�r.. , `� s J -- .`..._..__ .,....._...r .- -•-- -- ` *yti 1, r f^ � , .' 1 .r ` f % r,✓ ' .+.-r" " ." -+.w"_ +�"- r" �. c-.r "- ..,,.�"«` r~"- �✓�}' I'- •^ /'�� .T r.�,i i! -..^+• .++..�fw^� /i f / w-- -.+,.. -. .+n ...-.. ._. .. -r.... (J ` , i J .t. �1t �r 1 . / .i ' / !� .,.i•,ei,.^.r .,I� /" J O .+r 1r /� / 1' ,,. ! +.. -''� �.,, -.'v �..,,��^o•- ,"tiv`"`� -- ...... ` �,/" �� ,wr'n r" r _,,�.r� �. , .-"'•• ! ��•• --- - „r...�,....- - -.- -. ♦. 3` , 2_y �{j � ` f _. j / {f1 -'� .�'f.. 'r Jy�/ `� ---r"► , °Y"_,...,.�- •..•_ ---� . -�!. °�, �•. �j ' j�. ... c e�l_ G ..._+ -._. -. .-.. -+ i y;1 % ..� �,.,.- l i J 1� p.�:•`i �1�''�,,�y9� k'/ .-�`�• ." /_- -- a,-.v`.►. -- � p .�. „/ ,- ....�.'•�r ..�•� _ 1 _ - 11_ �..+• ty[y ` .•JIt { c {` r.r O i__ ...+Y" -•^ - .+ +^ �r!�• . IC I yq �f.i"". r`..Z- T - / .rn� r„'^"' -r .«- +w...• ..r.- .-+.r- � 1 , � i i/ rr J} /�+ r. ♦ i''�,i . ' j fr sr' � f {.J ,`"`" �` �''1 ,,".~"' -.•- -... 1 �/'r t�.». - c !J r «..�..- •++�`~�� ' 11 ri . � 7~ = ..- r' -- .°'�/ ,/ ,r--+ / �,,,) j � f J��/_ /, �J��r' / .•>�; _.-- f --°� `y- '- ,..��_ - �`-- -..... •✓'� -..r�� �� ,--•' .'/-- -''�.r�w...._ 4 � �"� °1..� <. �-.. ,/ J� •, � �«... -..- �•..,..._. -. +-" � •� � -a � � � � ��,! /j //�.�- Q:i } �-` ..1 - 'r^ �~ � ! : /J'lJ�f `ww'^•"' -'rI 49d'�� i tir"' f . ! 5 I` �i •' cr C .�,�Y �� ^ ter"" '- /err fr„'•� d" l I - +��.v}�. C h t..i� �,,,r.^•- ,!`'y�._. f ++""•✓ .�+� '.'�,u,.«. --- - -_ _ - -. ,)�� `Ti -}, ' /'�r� 1 ! V� {( .- ,.,...✓`f�"�+''' "�• r •'�• / ' I �,/,._✓,sJ v - v J/// �,,,���~- '.�.+�,y_��` '' 1......+........ r } " ^n•. -,,r . >'i.. 1 ✓"'.r +'."""`.'w`- •- ......_r_ .� =z+r- }'r�•(� rT` \ / : i 1�_ �% ,r /r f� l o'..r .� r a9� rw fit,.,, rt ..i,.sjs�^",/ , 1�'� -.,.. - ",.... �.. g N. ! t r V,Z-.:,\\ - c f ,,,•.r••'^•"' < : U O.» w - \!. l + - ff �` f j ' / i r r.'" '" : Sa i 4fs -.r✓'� , '� /�"` I l'•\ ! '\ �........, • . ti-... ``"'- ---.- "'°-♦ 5 �, - ..._. $S: j/ //JfJ (/7j�J��j - - •---`- -- "" . ��+1 '4 .` v �' / t`� `. t / ����i J /`Aft - �•M sIr' a, wyry,_ �•AT ! / j;'.4 �W...�.� -�^ '�.+r -w ✓• -" . YCI,. C'4• t _ I -'♦� w / j ., j,0 s �• -tt•' l / Ci� ` �f � /� i r-" '" f { / jG`r ,-_ -+.- - r-� �.I� .r _.- �s'`+� - - '�"� - A • (� d • • Y y / >/%fff fff r• -..... .1I�'y! tom'''- t. .+"""..`` °.i / _- - 1\ `-, f f «.- .-"'^"" _,,,•,- ....,..- .+w•- •'r.r�,,,,._.. _.w+ J// _ -.► ^� -•'',.•. `•.`Y ``'....r.�'+'�w..� i / • !' '1 .l q ) u o v o 0 1 l ,p •'/ /f _�. a/ j/�•i i 'Y �\ , ` ...""'_• -_..,. / i Q��_it�__,_��`_, i 7� o • q 6 - "i /p 0 , q ,% 0 ` '-t} -/ n `" / jtfy`S'` '' ! ! ./` r /� `��� r �lA {j s % / ♦.'^°✓-_3� U l ` y ; �, P . �.-I � �! �� t f' ✓ - , ,.n Is• � •,,•- �, ''^ �. `�, ter r t f .• "„ a/ - , }#w," J11 �. /' �� �,y �.�'a><' ir'" �,�r � r � ., .� /(-.) J Field A � - ~ -�`- -- __ ..- �•r..;+w., � -�•-�. t l �i _.,. , r ;--� ''`�,ti l g+, \ __% ( i,. a ,� / f .. ' -�''' e+ .-- �'- `''./�, rr ' ,�,. ' /s ng Grass •'� .� I--*-- . _ ._ �- - .•�+......« _n_ ' .d'F - ......4 { {.tti , , U� \ , ` -• -�, �•,. `" �Yf . `§ C r. tom'" o .. -�.. \ .. --''. s 1 t '\%��*Iz_ ,f ,,-- / (/ J /� t . � I - � 1((( I A Im . \ -14 I or 4, 0-1 I / \ NI-N I .... t I �'i,�F- , - � , � 11 I ( ____,� Nll____�, 4 . I I / / I I I ��,� I'll / %` I / 1�db% �/ ) /, �� ,�" I-` \ \ I I - % .______4 .." - ! ---� � / / \ \ _� I \ � 1\� I I / / /I I \ I -% I i;.---- , I-, ,�,�--, ,� I I �� I .�.�V,�', t if, "*� I = I J :17 1 ""%\ ) 11 , , *W i , 7 �, %�, ) ___*"'\ . - � a t/ } � a c � � ft 3 -} �' f 1.1 , �, -yy^ f! /.^'r+'•. «.� I � �', �1 .. 11 Pe � // � I I I I , ,_ I � �:�N J ----, CK C� ___ ) V V +{ 1Y 8 � 0 (ii l p � )/f � W7Li:�LWS%"LiR t^J..l�fi[Rb .� �� ,/ \ �,, - l N I I , \\ . - 3 / � •`.'. >�a -. - }C�."`latar4` s &r.',Ci � b� /�,ayy�.r+' ,ir t� i'.Y.' IL -*% � Date - mob: •i-9 20 1 .� ^ _ \ � 10y) \ I \ \ 4'., ) I // kz "_� 1. ,�-�- \1 y t � / �- . , t ,. `fi x .1:�::� I i.` - - _.. .'•'- -•- a5 .w 4 'I) ,zz�.� (N. W - _ 1 .es - . _. -__�__ a iL �- 1\ G! ,w� t ay �a �+ r � t ;g.GiGi f 1 ����``+� tr ! "Rx b,,. Kt . .'Z3!- r., .�* . "� 4t _ ,+ � �,.+.�a4,, // _ ,r t,. .s,'tvt ' {jjr {t •1 1 j. I, -€:. -_-' , -- `^'•�11:; .:-€., a.; �;.'si.: •,•}4j] � 'I . ,�,(� I r r \ r %.. f� • � a t dYi52iY- iC �V rJ ��<y"e i { ! + .0 �•, ! � yCyyr � � -.+ - .�'��. ' LH ...s�{ ` � - t .,_- � �" - / / ` lrl4e.t�% ' ((� fl 1 { {t - % * b °� � �� •✓ , W [� � -- ._.-. ..._ �. i�� -� � �Fx.,�..,.. -- - - - - - -- - .. �ca:+rix.,aor�ICxr �� �� � �. � 1 �•.,..,•,r CrIN11- � 1 C jj �'`� 1 �„ '\ a \ -� - Z_ -• % - ► * . .4k%z!, fl � . \ 1) % 11-l'-, ,___,., _�{ /Jj//) .a Y1s•. I '�4' -w. ` - - _ •r,(�3.ar'YtXrY:i."/s2Rt�f,fri► xCtAr,\sHV•1 ►. �.'-""qi� / ���•,i .•` I aiY+' ! � '1 f � .f � r... -r''� V �1� 9i' �- i L', P �""`.z �� , ' - �-V x' .!:.�hi,i3ti`IY.JiksS{ � 5 ,:. / �• a,. -4.4 • l r f Z i f"a�]RSL�[� sa ri' J en a/1 V. � ,_. i �, , or .e - / �,/' OD ." "w.. _ t as.r = acs rsa7c�s�5 !M r� I c5? �i) a,a �� 1 i 4s >`f` �• ' 't w' t 14 * ,.- -_ ., t CSC �+ \ 1 ,{ I t , , �/ E ► Z I I Flood Fri a �. ! �,.t �.•\, .�.�.�. •� � � �, 1 � � p , i � � Ma. Per FIRN .� ��'�, 1 4 1 1. Ill O/ ( -V I 18057C0�0 '& ;� 8 0 6 3 �� �'�,� .., s r ��. j !� `�•� y �, 1 I I ��� L, Dated f b. 0, �3 ° �.- .,�- )G) o -- �- -�... �� ..... � CCC Field l // .J r -~�- --•� : � �- L -�� ..� �. �. �,.. ,� Exfsb Grass F.x�st�n Resid�nba NN ,' <_�1104, , %�, N�. _A 11 k ,� I 1, \ \ ,\\, X �, ___�, 11 \ I I 01P0 I i �o ( / t• '4 - ., / / I ` L t., ���'_.. -.�' j k.'' �'�. �` -- �`- �._ _,� ,mi l I ,�''' �1. �_� I �, t .2/'7' v- . J -.._ ".-� -.., .rk� ._ ��N�_4�< . -.+„ 0..4, - «-- • --•-•- �" rte' .. _ . ._ i J . .» r` i / i J .� 11��,//, / ( - / J k- �<-, d .!": 4;� ��)r! _"^"..,- ,.. -.,r r'.`�' _ �s -.I- ..w..,�,.,♦ � �-� -- ,,...,,,..rn .o�• .+.-. �� 'M""..,,.. .�..,.w....... L''.. � � �� v' >r� - i 11 I -•t '� ;' /, ---'' �xi�•_ _,- ,.....•-- �- �, \ . ` '~-•• mow.,. -... •... °r-` - ••- ..........: ,- w...vw.. _...•.- ---+ -" - +.ww«w...+ w- «- w_<*• -_ -- "- ---.•r -- ~..'"'- �Ls3 -) S - .. ....... �. ___ � E S E - �__;;: -- "-', ,----- --- _�, / / J �� %S%"1./ I I i _��� - I / - - A � J - R ,Ir - L. 9) * �� ____ -_ --- ---. :_:7:�______� 9 ___1 �� 1__�_., - - ..�,� ,1„✓ ,, � . .,,,�-- a..,._ ...,,,,_„«. +.- ,_- .- •.-... w-- _« --..• \\ 1 i •>" -'fir ! J : ,�, __ \ -� \ V. ,)/) l { ;.., , , i , .f .,__ .+" -'^ -`^'mow r._..! - /' //f l �° . b -•``� ` -"`•.. ,� •- .,...._- ,,,.,. / 3,a "* ,.-. 1 04- !� `" ;� ♦ �'•+,r•V i - l� /f / w ♦ """"""'�.,. ^a / `�_ •,,,,,..,w.,,. ..- ww..,..� !�, e ____ .,r _ -, JJ ,"� ,7 $- � 0 \ \ ,, � /t / r '.-� s* / ,..., ,.- .r...... • --�`r. , ,--• < >., N� M '\ -\ / I -'4`, Y + �{ _ �.,r,� .� 1____f , ) 4e , 4 ` l " , _-, Q ) .,�11�_ N \ %% -N,.� \,., "I-N 1k \ \ "'� N'�,, \ \ � - �. 'I' _0D I . ,_e'1"r' J�jrJJF(f A l ) -, _. �, tit ` J ! ♦ 1 ✓ � � � � Y / / - Vii;; � 1 J/// J `V- TT �.,�r � `•w... ,,,, ,L 1 { ' t � S ..J' . '`•t. ."+. f •"«" / -9- .r" \\ ., :' rte, `'� i 1 "�� "`. i f --O�k,-,--) fo )" I 0'.. � `\ ,__� r O s 1 C�' 1 r f �-_ -++ ~%, J \ \ - \ I� �°•` �4Li -_,'.� .. � -,"' ,! • � r.� i � '.c'a1 CD v � • � � "� ♦� ,� \' r � t` ++....�1 �``' --o.. j'j /f - A J & i'f= 4 '. .i.. w '.."'.. t /• lr �tT� ° p ` ...,�- L_ ^�.raw..«r` { \_..4i. ---- ..... � �•,.. � f �„r Y s ". rt �•..! \�1r� • r \.� -.., �. , ^� � r ° " °-.� 1 �.J _ +,�i CJ �� ' x •-� T_ K a r- - °M+.., "•� J -/' . .,.� V � � R , n , .w -i y / -�`'`' ~'`�.. ,r/' - ``�,.. L } ,rV'Q fir", ^°-, ^tr- `1��,•�i`.�^\. r Y -,...- / f �y �� I r /r j �„ .» + ^ -" t v\ 7jj`� �^-� / �*'�f �C° C1f �''�r ^ y^Y�/1/` . �. "g!'�y ,�"y "'� !r1%�P'Z° e .. f.f, .Y`. >y. ,, �^ f. "'.' o ♦ j,� (/ + / x ,% r 4 ✓ •.- --- --,. ,e r �, ,y_e /•,r`•Ir y.1r ` C `__% - �„ _ . )'w�'` „ .. -..... �r _ j - - - - __ ` _110 f' r ` i," /r ! a� !^Y 1 �. j (� of / Z '�r"4 V`Y \'°-tii ,yam t - . ,, , . --' _ .. \ �'! ✓^ +,..T ✓ (` T': / t- ,4*- . t t f .______'� 1"�"Y"1/' -�1 r-,.• '-'f �"Y1'r'y`•�r''+ `-�^�`�Ir"Y ` _ _' � \ �r tt `�"".. ,_.�,,,..+- .,� „_,,._ .,,7. -..- \ °ti-. l••�.�. __• . - _'""r.,'„♦ ` 'y+�V .11:t _1e-VLz,r_V_�r_1:_VT111 'I- � `1 f�y f` "fir I �J f `- // `\ ''�- �, [ �`- ./><,l\. ,A..t1. -A,. °\ r,, , i'ti-�l ^.. .�.,,.. - ,..,,,_,. -.._ , `"ry- . -,• -,- { }!I, t "' f r ) ,/ f/f v ° - tZX #! T ,. .. �._�l \ - '_•-`� ,�,......- . -../.• `.'_`+�.... ` ..._...j ••rte s •�/ri.',`,, % 11.:T•.. �-�- ` rww..+a<.ruo. -� i�.-� •� �+�''� „�M .r.•'. «•� v� -`_ , �- ':"'"w.+ -"'• �� �•-.w .w'... -.•_► r�� �__-__ i +' �� ei r / q a 1�1., ,,A...�j�.t \./'• - ..,.•.- ,,....- r �•�• ' 1qy • ,...,..� ^ C -n..y w.wr,^."'^•.+ , y--r `.yr „t/"+ .. -+..'- �` �.+•+r -....+"'..-•%.A, f { - i /-.,[� r�.+'�`.i '_..,,..+o,,,, ,.,,,mow, ..«+..w+... .'..' y ...._w. -"", rw.+.w -... ,.+•' i,.^�fr�- - `'.`....•„ry ° +..- .... «...,........ww...,.• ,� '- ""•.•,... '^'r•'r .r"'`.+�.,.... r....- ..++°' -• •.,.,•- .,,.r, -- ....+.-- •".,,,a, ....wrier"""' !,./' fir.^''- j�/,/y� i _"'4.. - _ �._ r•+..I"' -_` y_ ` ,i•4 . '� q t'� j J l _ / ��•, ..` .�„�w.., -,-, "" - .- .-'-'" "e. e'-°r ,, r *�d ! �` y - , -.., -. - ...,+. `- "-'-- �.++w .,. ...«,_,.+w . "". - . ra. ,, ,r ` ___ \ -I"�' 1 __1 A tl. 11 (• e I I ) ..- ,-- . ` ) !, "-»+.t r. - ". / //' ` r.w > p rat} r � / / ) I f ~!1 J (•� ! wr. .rte'' -ter `«".' -".+ ;V \ "+ -..rs. ^� -•-" ) ��. ` �"'y f y \jJ }1 1_ 4a' ` f ' J { - V I O `'l]( . �4 /may` I. i / •... 1___-1 �+a ...•,. +..... , ww•^^rrJ ` J E / r r n �} 0 ) + 'v J� � • j �. �f J 1 .. 11 .'�'' S! �•-1 /i0r�,-•� q' . ✓ + O.�A�• ri, «w,-�' ) .11 �..�F" �,,.,.,-a.,...' .w„�„ -, -� ..... -..w �tTil �' .{i.t 0 • '41� .«.r+� 1 I \` Q\ r. -. 7 � 5 1 .- 7/•, ;. -"iy ,",I'/ --�-�. .._..... �. /r /,.r .j`!° - - . Exr Res e bal .� o h ° /,}�1 +:,. \.J t rQ/ 1, . _i \ 1. '' -X. �•�;' �. a ,-! �"� . / , �,,., ,,,••� 1'''' --^' . e "''"t `,. '�Y7„.i' ' j•A�a •(�•Y.• //'�, 1 0 J _.// ° C0 Y �-r•2 ,� �.. q ��. 41-4k �L. ` \�''{! .._ f F/ t "- '1 f.+•r� -_ .�.�w..+ •.+.., -, . • ^.Y' 0 \ J� Cr> -� ... ---- (��( ,., ,, ,rte' •.-... ":•• ° , ,�� _ - • � bn si fiat �. ,� . � '� .� 1 1__G� I 11 I --D Co M I - Y \ , 0 - :,\ _�;�'. , I 0 6,14 ).- � / ,,"-- e- -\,, - / / ,____-11' 0,1� \ 5�7�_ / I I _..�_ *%% O.. -, " , . 141':� _�_� I "/, , .,,/ / ,/ ',-I,-" ) � ,r__11 IC � I � � \ �� / / ._� � ( I \ v� / / / 1 ' ° ` >i �\ V i .''�„rf ( ..-.. - .,....+.- ...« ; •,c-. /_,��t"1.1. 'fir 6 .,('t'.'� .\ }-1 %_06 �`y(r '! f sr" .! Zlozzli-I - ,t r \ '. v� 1 '1f,,pr ��I i' -. " f e^.,.r ^- •--- _._u'., _,,. } o ! N ! / ' V %- � V . \ r� , „_. ( t s t s. ° 4i -.."b , r,r ; 'ta'y'y 1-. �•, i;., Vii\ I ti / i /Iy: 1 ^w,,,...+'_• I 11 #Y� t �� fiy ^l]I • -y / y _rte n `I 2 9 �,T% S i i ' ! dr /° t JJrt 4�S' / ) / ,�\ - r- ______ -1 h ,-- \. i S :. W1,,;z:,!(_ f�(' � _ _I }��.yp' r 1 �.�..- � 'n, C`j} r .`.`± 6i f r t\ r f)J {[%'� v i � / '� ! t i .. , r 4.r ! 4/ % ' y+ . , •.,e .....""r... r 3� met;+' '<•^".•. --- �. .'� 1 t a v_ 3 7Y / / /�/''� , �.,� •.91 7: },'� O Q `) ..t �, Z:. - ! / ✓ r�`� 1 ! 4 �; t"f" / /JAI tS it ...�• F .,- / .y�Fr -J L ! AJ( -'-t �:-^/' /J/ J�` �✓'�f ` r �'/ '�7y`i- •%k"fr J f (}�, .. '•L % `�,"l % r y / - K`- i r "'*. 1 ° i_-�'' ` �'+.. 7 f t r .• ��' tT� , f ' u ,y ��~ f/ v jf a 'j i , -.� . -,+- /"_ /..�•"� '"r'+� i� ` ,. >... O ': � +.� ..... I.,". -\.. () -> f ��' r''r �,..�""' � , � / \ \ �,� lah �„ } �' /•i�1i �x tJ. � �� ':".� ( J `-`r •_T� yr� ,,,V - t - '( �.... -�� a ,i �r` C-i i' `� \.� 'f 1, f i yt; S 9 /i .7rt..� 1 ;. r' ad \f y`• y �Y J 1 � } ° V�l �} f .i .1 �= i -,., < ', J > C/ - �'�''4 ` �t Pws.ds.w,e 'Ksa f'- \ ?: -'Y_ ��`r4 j C7 %� � i� `.• `l�- V5• (, ° e - / s I 1 s. ` •..r' f j � + I . V ' i .r�. � . 5 Y 4 0 f J /// 711 i AP \�J `Y`fTt •rrr 1 ({ J1 -`" `� r .t l .-- I r ✓".`'\� O t! Y �! ��'" � �� `• : l �i�y, , _� �^ � r.-- .:o.... P� / / � � � � "<• i Jf _ti �4,•',S +f f r f '�� - \ � .. h �~ ,: ? +j C � ; � - 0 i . _/ 's ! , �t s// ,� 0 o �d`� Q, .. ---- -, -- " ,td �r 0 �0� r ! '.'� 1 ) / r I V ��, r` ;y 1 yr t� 1k .Y,4' 't"' d !cL r t �..� ___- ` x �4 N 'N 4`' • ` �,.��, / � __1 _.\� / ( 1 1 ``` \+ '°`L� �s 1, �+ c Jjj 1 , f/J " - �=�y _ t �� 'a �3' ,� � f Jam.''.' ! - •�„`Y•,..I' r ff i ` �" ` Qli •'}! �'•-.- % ,r ...,M. -.•^"' .....,'" ... / sc.l.� ,.� l j ` /�/�" o r jj . �X4 / .% \ - - -� Ta y �' • i t »n- t i r.,,V �t�'s 1 f u Sr f -_- 3 1 • , �`� {S ----� .t t o �. `_ - -, 'Fa'. i- w 04.-> ( ; ,:f-•+Z3'�56 _43;3' ./' _ ,� t ,-. �1„-d .,.- ,°'°""."°'°`•- ,cs"r, �il� ('! -" '°t"ia" J it 1 �j ,r-. / `�r _r I / / *_ -„-- -" ' \ � -) ---� I I / ��> / . .1 ( I ,e'v , 3 )7,\ y , ", I e(� , i� " P J .- 4 �... ,, �' U-1 �r-Jt� 7 F_ I 1p!_P� .-� ___�._ - __ i(Ct ., �, ,,, \ \ 1< \ , -,I 15 0 CD C •0 .> U oc 3 i ' _ r: - < 11 *� These are areas of concern that need to be addressed before any major construction activity is to be begin on the subdivision. 1. Contractor to establish gravel construction entrance, construction staging and concrete washout area and sign. ' 2. Install silt fence around existing ponds and on top of bank of Spring Mill Run where shown on the plans. %.J-- A,nr_,--N% n ii J C ii . -._... .4,... A n / A n /)nnC /1• 1 '7• '1C F5 NOTES: 1. There are IDNR jurisdictional floodplain on this site. 2. There are no potential areas for groundwater to enter subsoil on this property except for the basin. It may have groundwater recharge potential. Rate is excepted to be low because of subsoil and parent material make -up. 3. Soil Types CrA- Crosby silt loam, 0 to 3 percent slopes Br - Brookston silty clay loam MmB2 - Miami silt loam, 2 to 6 percent slopes, eroded MmC2 - Miami silt loam, 6 to 12 percent slopes, eroded HOLEYMOLEYSAYS "DIG SAFELY" ` . U ) i..4.. S O i ---� V) - - pp N Q) • Q) p � • .r . . ..�. �' W co : a) c� 0 a) W = U 0 17S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW /C8 -126. IT ISAGAINST•THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENDING WORIC n - 1� 0 - C) i ! CL_qqft� � < ® (J) (D C/) 00 z ® ffo�fffffflw W% 0 < r. F� F: � < I () (m) - __ ````,\11111 I i I111//�/�� 1 ' �% r `ttlq!liu +Hitt +tp,,gg / !ZF Sz, �```1�1 'r / //r / / �. r---. // r r_ . Q ,r P.- W Q " - l O a 2 �,� : �.,, V) ,,Ir� g ft-� �� - 10-1 -� ��� \ /�j °- , -'e, A -J"1tJ#8111iillil1%%%� %� //// 41 ff,/ �31 . 111111 �N N E (� Q) I Q O CO V ____ - - - __ - - I N Cn - 1� co ct Q) �� � � n --.*\ tiA ::� � 't M 1z � %k. Q z � CZ �. � - - __ % Q co t� - 0 . - ** z �� WAN C') C - - _�___ -I.--. - 0 n\ CO N - 0) !�� � jW m 1 IvJ%,*v`'~v• 04151 Sheet No: f { . is • ?- ; O-Q4 J ti't"""^ -- 0 __ _w.."u,.J I 7 .--- ___�( ----- I ) � 1. I � - - .- - I -------,,.K.,------4--�-------------�� - - - likZ�> 1�-�,,,�� ,r\ 0 '11�1 , -Ii� \-- I , %,,,�,� , N� IX 0 <+, k V 4. ,;�Vpj .,Z 0 C-2 I 11�.\ f � - , N\\ ( % " \\ . I I ! � k..., � \ # '2� 1.��_ ____ --- ", - ,-:.,� - ,i,,Nf., - - -1 - / ) �)�14-X - 5 / I I ,( Jkil�,� . \ • \,��_..___ __ .__ ___ ---------,------- � _-, -----"/ --,-/, \ I `�T -_� /0,__V� () / , I 1�1_:__ �0' ) ( � �� '', ,, I " , \. ,-, ,z i. - �--...!t-!"�--.--------------.L.L ---I- --� - L____ - - -4- m =, I:L, ,_Z4� i __1 1 .Z4_ 0` �_14ffr:-- I) ----- __ ------� ...-.� ----- I L \ . ..................... �_ ___=_1__rU -------- VH - S :�O= __ - - ..,..>,..,,r E ._�� ----:;.-�O.T---------Dffl---------- _1__________1)1' IL • - � �_ I" \� ___ - I -----,, I �_.____ K fl .__-�_� I _ - , I . �11. t4U11- HE I 4wl, __ � - lt--_� I ___=0= 17--- STREET NAME CHART _________��z___:_=_=__ ___ ___�__ -7/ 111__� 0,9E-------=P.:�=-----01- - _ ----------- - ..,.-,---- .�_ A- _ "'o, 1- I - r_-_--- I-- - , . _. - - ___ - "'_ � P-" *"�4 ____1 --7.T ____� I -A- q. -� � .,-'� - - e - - --3e- nlpapabtflatbggwwa"12�0� 0::;�J " I tWAA�W4XVWAM0P1Q1V4z&dPz0W 6fk Sir efz:::Z . - - - - - - - '- - - - _. - __ - __ - - - __ .. - - _. - ftpwper -�--nW&2_"W3rVW0C�A,W" .1 1 12VM1W1"=r11W�4= . V, : I --� ------ � 0-- - - ., - - - - - - - - - . - - ,-�,00�"*,Callw,-L,=-7>sv;vz-sr�- �4"-.%-Pam __%�,__��U_-, _ 'Me M-,W41!r.".WUXMzX-_-2W,z__ _;Z`17_�;�.�_. ,_ _ 4!!��__WWW_r �_-�.Z�_p ... - 1*_1QMAMXN=% ____- 1___1' It .1 .. - - - - - - - - __ - __ - - - - - - - - - , -� - -----,---z - - � _L - "�� lz�wA-=m A;z .m= I-------------- . - N, I-- I---- �� ...... L ......... _--_� 11 - _8______-__. -.------ - ------------.---- 7r-------- . . _�_ __�L_ -1 `1� ____� - _�. ______�_ _X=_ , . ===_G _. - _____ - 1� I " Z�Izs - I - - --- - ----�, , I I - - -------" Jr , 7 'IF kk - - - -- --G,,, -�7 " - - ______ .P"_ IN - ____ __ i- _-___ - - - _-, _4A 7 I= I --i:*_ _ -1 rA;!k1 --------- k1j, T AT,-, are....._._.__- ____ - . - - � , __ 0--_=� C-t - , _� - --- -_ .�.; I . I r ?-n-1, aftsm- i 1�r_ . , i ,a I -� I i I , /. I I I J � - I I . 5_� ;�,,, 14. I / I I I d � ) I A - �, -0 / I I I i 11 I I I / / /!� I . ) /i _ I I . I I . _5 N1 �, , � I I 5,-�,"!i� I I \ i i - � G \ II I \ , k \ le I I ( (\ I I I �,__ - - _., te 0 - - ir ,C--� ) ... . .... 111.1,�, _C 1- � J� - - , .4 '\ >-Z�-- - ----,, "��_�_. o 6�, �._- -/. - � -ZL _1_. I I .1 \ X .%; / i "N. I I % I I I I 1-1 \// / V, � i >< _ I A I I I N W I �\? I I : � Q3 1 1 1 1 1 1 1 . � . I I I I -c- . I I I I 4 . t I i 01.�t_ I I I L I , I I- ..... ! J I \At . I I I � � I I / ,f I \,/ i V / 11 ,� � P 0 / I 0 1 � r, I-- -� , -4; It I - ,vk-'4 I sc I�' i I—, 0 1 VW am - . .41-4 I I �, . �, - Qprpo__ , ".N� . W I \. .� t , . 1 I I I \1 • 1 ,A,-,A (� N-11 >< V f i �� i _1 � I ,I IN—, � � . . I i ) / I I 0. ) I 1� Y ( � . � e. I , Q �;� X , 1 b, 'A 1� 11 "'k. 1,�. � ?"� it N . - ��!,-<A- % . . \ \1_ \ I . I . . .4.11- - � '11) . I % 0 ,-"\\ 31\ I 0) -1 g;-� .,4 0 1i , ILINE STREET NAME I A =GEGATE LAIVE I B - ILAUREL RIDGE LANE I I I 11 I I 7ftN__1111__._ I R4� - � -,- �1� _, .---- __�- - ----,::, - *-' ---- __ - ______ - --------- __ ------ ------ ------- ---------- - _� 4- i I ,,-C - - % �"�: ,__- •-------� _______1 ! �7j�5,� ---,-a __ -------- �_ � 0 ....... � 01 11 -.--. 4KQ11_11�_ 4�'� ,,;�o .-,-. I i : � I � �_,77R.%-r � ___ ---�_ _ __� 1"11� 11____� - . i ✓11 - - - t. �_ _0� ! - L - " � p?:!, --- t4��z-,�"�%7�,-- : -; -V _0__� - �2 - - I- - - - - , =,"k, ,�-a .-.75� � a S L: ",��i' a'j��,-5,�,e,�,�-� ��_,T�--,- �- __� - ♦ -- - - - - - - - - r �,----.":::�,r,-��---,,:-7-7;-��,,-��� 2��5,>.��r----W� ,,--- �_ - - �+.. ., =---- Ai . 92t52".- "*11� 5�� � =.t=.W"_ "-= - - ;: I I X, - ��_ __ '4_J � - - - - - - tz -- - - - - - - - -- az��_ , V7-77�-�,, =-,-zamn,'L� �� 7,tm;z�w,�,�,�-,,�.r-,- r<--(-- ',C=, q-,--- � �_- ,-;?:�a_!��:Z= 3�k, , , -, :: y --n -! - 7; --,- , - , __�f �_ : - __,-_W---e" 1 ,;. :�. " Y, �E��� ."�� ^-P� ,::�� I 11 dw� :: -- � AMM..V" =����i������_" � - - 4 11- � - -� . . "I I 1._� I ____ - --- �ii�� - - - - - �_ -_ . ______�_ I N,_� � - --- - - . HUC: 0512020090060 _� I _----- ___ �'_ � - -_ a _V7 -) qr;�-_ 1�1 , I / 1_11� � . ________ ...._...----------- ��� ___� _ �� �� __� I ------- � .� __ • __ , ______z_--V"-3-�� ................. �- 0 0 4 • I$ .. ___� _� ... �� - . I .V r M,,_, I 1P -"--> __\ �_,V. VTV1 ......._.........'...., -.,N - 9 LONGITUDE: 39*36'1 9.5 2" N --:I'- I U�,__) - t 11� f VA"., U V I _' � __ t �.G --".. -C I I , oillulxl � %_--1 I.- LATITUDE: 86'1 F0.79" W \z �-e'! � ). .... I . . -.\I_v �_ ,Q.P'Illi&vr�4;a%4;4APaoe4,4i*i� r \ I ovf� I - .- ,?I. wm-.*%&O,ft*krAcwa.-M.-"W;I-"4*..%&&��-jw,W.Z;h Wa'UftCWA9='aU W.."t ,iW--- , , - , , A - N", N, 'I � , %4�, � � , . - -------.--------------- &M '"VJ%40X'X4WiM0V.SAnV* -_ _. \ - ____ I � �N - _____ 1i ".116 __�_�Ql�zl"1111 0W0W14=%k0WA1*"1Aa;^141%1%f . _. _ - __ - I I - ,,-v4t,r_ _N1 , - I I ------------------- -_ . -nanwkvmvAzguyv"44=mv4M&CRAUYIVAS .41 • 000 000 I r� . -.1 19 __ - - . ,,, "f_ - - - - - - ,�,, 4-4 ----,- - .1 ,_/_ s�: - - - - - - - - - - - - _. f 0 ► '**-� - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - I If - 0�_ - - - - . r \ . , - , I � 5 . I " -) ) / ,� 1, � I L Q 'O"I"'r- I - N. I ,-� 8_/S. " �� f;, 7 7 I_------ I 0 50' 100 / _"_� , - _;t • _� -;j / 1 \ C�-, " -, , �� )> y -:. - - - , It. F, 011 � % ,-,I, , �,- Af A I \ � - _ HOLEYMOLEYSAYS N), ,`,;, ) % '*""'\ - I rc� 4� : - / 1; - , P ,� , -;�- \ 0 `,__� -1 � �- 1 41- 1�� ,� � ,� . � , - ..�v li - '1� I/ 4,0 V� _�,_, - - i -) f- . "DIG SAFELY' , ) 0 - Apt�� I . . 0 '' � N" -.- -) -) ) I r.---� LEGEAID I ) ) ) ..07 �-, *:k ., , I "iAtte -, - .,r,r,., '', I / . -�7,t� � . . I.' ! I *4_z - -i , - ,.� � . �11 - , . " 'i�, ^' , �?�'. -) -) ) , ) � / . ".�k k �'_ 1.,� 1". .. " h ., ''." _,_ ,_ , - "� , " _._ R.- 11 ;�_ ,_i7t -) -, . (C.-_-1# % �-,,,-�f��, X6. I N\�, - , , -v,.,-J /-- --.,.,\ , - , -, , 11, -- , ". � .. -, 11 I—, - L� I , !.��,., 4- - - - , EROSION CONTROL BLANKET ( ,- r'). __ )r "r�� . -_ 0 �_ "_1___1____ NORTH , I - r - I I _, W�,,�:.-" 4 -) 1-1 I '%, - _�--' ,��., .""'.11:1 ; -) -) " Z.",�, -1 -.- - :,i ..., � - I - "., -.1 -1, 1., .41-�"I-";,^�:-,..f�.-I.�IL-�-.11.�� I � 8 . 0 t% t ;1 *u k� � 0 6 1 `*'� 4 i AMERICAN GREENS -75) , - I- . -) 71 1 - ) ) ') %1P Nk Nk - ' L k _ 1� � �_ - - SEEDING & MULCHING ') L J ; - .., - ,,;, sle -40 I I--,- �\-*,-- . .41 t;1_1 W4",;af .P) I ,.-- " ). - I � - �), - ----,� � ) I .� I -�,:, 01 JTV ,,-- .) ) I - 41. �f, ,-� , ) _. --T `11*1 -�-,,,�.�-,�s �' ,'�'i.t_) -) � I I I ITIAX, �,__,) �--\\_,,_\ & ,z ____11 11410 ---,., .8 RIP-RAP REQ'D. (1350=7"& 15#1 THICK) o -1 iw - J�,p 4 !, I .1� -----,.---' N...)..W,.000&W 7�%.? \ \,- t, 0 1'_� N �.�?, , I ---- ----,,---. 1 I L - I . 1. ---- 'O' .11 - I "� �j I 7 \) i� - X , -1 I .. - - , e_ CHECK DAM LOCATION I ,,-- t ` ` I , 1� ) ->/ ,**O� 1-11 / I ,� `.,�fvi" --,, � 0 "\ 11 .1 1 �,-) -) - @ "IT'S THE LAW" - ,-N, 14 (J�i ,- ., . - I- �- CALL 2 WORKING DAYS BEFORE YOU DIG . z , .�, 4 �V_ 5V1%V� ) ,,,�- I I N\ _��--, , .,,'t� -) - - , , " f J 11 I , �! . . �.'_" ,,, %O SILT FENCE I I �__Y_ , , 1 4 _14 -.4%.1"'e" \, t ?�) -) I .:Z�l N I � k�!__ __ --"";t P . 1-800-382-5544 � '.�,,�: - -4 "� / I I � - , __,�_11 �, -) ) -) I __�_k,\x� \ �-,%,to� \4" 0 *') *N1 -..'- I `,' > _> -) CALL TOLL FREE , i ,' -) I i 5 1 N I,- 4,f _",7:.�-j � 11;J1 1�1\111111__ 141 ��_ I ----,-N ,-. , PER IND" S TA 7r LA W /C8 -126. p� / ill -�: ) -) . I Ili"- ., ., -) I LIMITS . - - , '.L 1, . ff ISA GA INS T THE LA W TO EXCA VA 7F I .. ;�.! v .--'� ,,,.,,--- ------,Z 1 Nvl'. � .i ,.."i 1. I ) -) ( Da� \ I , M THOUTNO TIMING THE UNDERGROUND . I X. )'� .- . -) 11 ol 11 > ���'y' te� �, ) LOa4 77ON SERME TWO (2) WORKING DA YS -----I_ : J 1--l' I " :t N. . - � % �., i 'I -) -) -) INLET PROTECTION -SILT FENCE BEFORE COMMEPVC-ING WORK. . . I , I 0 ) -) .1 / W+ I � �,,� _; ) I -) -) \1 . 1k TEMPORARY SEEDING ,' . ) I f \ *NN� %.-.. t -) -P �1 -) , Jo I " �i� -) -) -) -) -) P --� -> _> I , I 11 ) -) - / -_ of \ \ ____9�4�1�� ., - �!P�, .1�, ! -) "-..4 8 0 , _> -) -P I -) (. .1 I IH I , 4i I i -) -) f F --. \ -) (-, r i !I J, , , _-, i -) 11% 'N� 5 CURB INLET PROTECTION O." �� - ,z ) _i) '\ ) -, )b a I / f I- t.. 1 , ) � , - MULCH BAG @ CURB INLETS -) �,. , :V� _� 11 4 - AO " I lwl�.10-��' -) .. I .t . # - ) 1\ 14 '14 -) -) � -) , . i I-, ) S-4 / / // -) 7 I "I �, -) ,�._ '_____1 _. ) ) .�� NX r� - p _q 04W� / O/F .0 \ 't t-.411 f - "% I .. I , - I I -1 � ,�.NI,4,, I _> �.% .a- / . %N1 I jP �_ _.A t -) -) ;." NOTE: . I -Z _ % __ -, d-J, - --� , \ I , ivl� N ml ,.; �0 / t-.* T I- I -% it .."�) It -) / !v 1,1:- .� - I --*-- -, It V _.____A-_,P p- V ), -,, �, L, ) -) ->,� -) -) ) -) -) Nll� ..1. , I... 1 -1� %. I I N__) / r � ��pOCiAti W -1 6>. a�i -1 \-)) SEE SPECIFICATION SHEET FOR STORMWATER \ I � 0 . N 44. -) � \-) - 4 \ ; :, w, , ) ) I ,,,,, POLLUTION PREVENTION NARRATIVE. "' �_,* / O 06, . � ,� *% - F .,f f -) I -) J 1, _,. - 1\1" I -) 4.Nc- I 44f )��, I .. I _�_ I. If -, 4� - Zi , - - _11 � � F ) / I ., / � � i t'! z �_ M � ^ " ��, �., \ % -> *,., 1\ -� -> ) : J# • 11 .0 ,--,- - ) 4 -) I ��� / -11--. I , I - _5!�� 11 ) . ._, ---- 849 .�: , NOTES: I.. 11___ _'� -g, -) V .> ) 11% J ..I- z ___,� - % I '. \ ,,,.t- !_;- , .T - 7 "I-,. / ft .� .",..,7 _ �1% .-, �__ ___ " *"N\\ . I 1. There is no IDNR • jurisdictional floodplain on this site. __aWAWU0*WM=*e&"W ,taw(_,M*12WV11"& ,..V . >\ -) 1) - .__�_ , ,)�*.g , J .1 _ kN- 4 ) I--,,* .., . A -,,I - I I -)It, \ - 4) \ --.,, _ .. �_ -) .- lt \ % N . �_%L�-,, � I I \ \�. '----------- 7 / .-- ,�_--"- .0- .� eor-1 . . I-) , -) _> IS. % .1y - A \ '.. -) -� ) I _'Iel , - �_ .,#,. ." ..� _____ 7N-- " 1� -) 2. There are no potential areas for groundwater to enter 1__�� Nl--,- �y,- J; \ I \ , I � ) 4*0__�, '"�.,Z�._ A* ",>.��PA, 1__�, ._�-� -� , \-� -) - _�) -1 - - - -) \ "_� low � ,;#� 40- 1_� ) -) -1 i 0.0 I -) '*N_� 1 _4 � . _., - :� I .., . -) T -) � 7) -) I subsoil on this property except for the basin. It may have I .� .0" .0*11 Wdo- ;�j,YPC5, � .A I �. - .,.� I .� - I f���, C . _;:� 1.10 I ) - 11 � �, It -) -) , .e - .,.- \ -) � ... I ) , ,�� I I .�, oe ,� , �.,__ " ,',�� f _> 4 -) _> ) _> 7> �* I - I I k,ul_4 .__1 /�; ,.,,e,� 4� f .Wo 7> - -) ) I -) '11� 1. N groundwater recharge potential. Rate is excepted to be 10 . / 7 �� - I It - � !? -) -) I .�, 1 tj� 1. ,. , -) _> 4,41 ) 4 -) .1; , 7> 1 / . / I "� 1-11 - ) 41 -) "I I -) ) I _� _> -) .)- _- 47 ) _> -) N _> _t " � h- I , 4 \-,_�� I;p- .0- I 1A �' -,,7> -) -> f)", ) , I \ -) I-) *'N� .� � I -) ) "-I low because of subsoil and parent material make-up. k -)�, -) ) ) ,# -� -11 N11 Al?, --) a� . ... .00, _:� ),\ -) -) V, -) -� I -) � 3. Soil Types - - - - - I N,., A / .I.0 _'�14.0 1 ..A- . .1-1 .- I �_ �, -�) - -> X, > > -) \ -) -) -) a - - ":1. 0 7 17 ) I - I __1 ":ql 00. � F k \ \. 11',:V -) _> 4 -1� CrA - Crosby silt loam, 0 to 3 percent slopes . "', -.11 f .. I r _��, � � I f� 11 - I i N,-� f-'r 1-1--N 0% / .0/ /I ,e .0 el .. .. ___1 .. - - ___:,� v - __/� If / ) 4% -1 _> -) 4 _> I . % ) ) 7) 04'.') ., "�'--, I--- %% . f-Jr! 4 ._1 .; �-_q � Br - Brooksto i silty clay loam _111 I - .,--ti , I 11 - 11;1;__11,_ _I---- __1 "� .. 147 In, � > "_� ... , . _ .I-,,,- � I � -) 7) - - / I 6 " U4 / ` ,��'�� 1- M, % -) ) ) 4 � 8 1: j-- ` .__...- --,,�- � MmI32 - Miami silt loam, 2 to 6 percent slopes, eroded .-'� -> -) I 4 I I '11 6��o ��J - " , ;_� 41 _____* :� 1�i*, ..� _,", . MmC2 - Miami silt loam, 6 to 12 percent slopes, eroded I I -I- 1�1111114� ,__� Y, -) I -) I. �� - - ��� I �� jf.:' . _/ , -I i- ) _� -) 4 -0 I.. ___ , _11 4 - 4 1 , >1 ) -i'l , \ 1; 1 .4 I--- N 1 �1 1'r,f,_:t_ 1> � ./- t . /1- " t • .e - I , 11 4 / I I ,%.�,,,_, 'I-,-," -_�_ _�----- ) �_ - "�� _- I I I .., ;X., �4 , 1� " ) _-_11 , " I 1; - _� I / I e . , �0 '( e-> i I , ,:".1 � , > 4 -� SOIL LIMITATIONS / / -,%�,- - - ,-111) - 1__' 4 -) ) �# � 0> \ ,,, . - 4F I Til ,.�, ,,, . (0) / -, -) . -1 -�_ .. ." ) 41�) ) ) I -) J '! .> • - � " ( 0 , ) - " 11� I I t �_ 1 4 1 �) - -) 1) I ;, ) _)p .> , 4 , %"_� � 1, ___, U I I I I ,�,m,fv .1 / - , . ... ) 7> Crosby Series - (C) This is a somewhat poorly drained gently sloping soil on uplands. I ,J. I I - ) - I I -) r ,_ 1�:, F __," \ I 1� I I' ,f �x \ , R" I z 6,01,100.04- - I !-r,� . I . i I I . I __ - 04 1 .1 ,�` _> -) 11� 4., 1 4__N%� 4 0000 01 i ., I ... ..'� 0 4 f FA-f- 1-1 ) ) -) _> .4 -) '; 7 1 *_ I (I I I / ��Nft:�_ 0 .WW_ 41 7> -) 4 ► -q- I I ) 6.5. This soil responds well to the drainage; it is potentially highly erodible. I I _n , " - -) ,� -) I ,rj J I �\ 1;;_4,0�r I 'rin .)� P ... . - A,,�', � ) -) -1 " I .1� 4 14 ) _� -) 4 .: ------,, - ,4,,., (" ( \ I I 1 -/3) // t _� , .), � I - -k � I NORMAL POOL= 840.20 \ i I _:�,wy-" / <r I I � I > -) -) \ f. � Prookston Series - (B/D) This is a very poorly drained nearly level soil on uplands. . I \ %,_-� . I -> I -) -) -) r I -) I �. 11,_ It \� fi �;4k)� .11, I/- t I \ ) I Permeability is moderately slow. The pH of the surface layer in non-limed areas is -, A C�:� I - - / .# __,:� -) . > 4 % .. .,�tL,,, 1 .4 1 00 YR ELEV. - ; I ) ) -) � t_ �> -) 4 " J i=1:27� \ -) ) -1 11 T i&_ - - - % \ %�,,��--- I i ,/ � X _> I A \ • ..'' - -, z % , I ) -) I ) -) ) "I I ) -k.- P Cy 4 , ,-,� -) icj- � -) -) \ // -,f ) ;.O to 7.3. This soil is hydric. Basements are not recommended because of wetness � .1"', i -kl \\ . I . -) ) .: 1, % ,�, ,�� _� -*.L V47 _. \ - 394:v - .1 concerns. This soil responds well to the drainage; it is not highly erodible. . 1,11 e I 11�1 , - A � , 1.1 T -,-�� , --�-. 'riml % I � I I X ,-.**' � -) ) ) .111�', - 4 - NO- - -,�Wvi, I '. -� --,-----z'-----W- '.VW1_SW1*z*-1A"W._.Q.W"1ft__ 11 :,- ,�,. f " " 7 . . _ r. - hAf , -------- I--- , - ole�_ , - _ 11 - , 1, 1� '), � - � I x-A � %,"�,A f , 0 �, ) I ) _> 4 ) -) Lei , .& %2%;-%z3AM2hQq.JD" � " . ill 0 . _�,,f I ). _/ -1 `�irlol 11 � v I \ I I �____,. I I t ,J_.�) / 'I--- --- -) a M , \ I ,J I -) 1 7) I> -) a, ) I � I , n t4l, ) ) 4. � --- -) ) N . � �L J I Miami Series - (B) This is a well drained gently sloping soil on uplands. Permeability _\ �, _. :A UJ .,N � ; t -) -) -,-,,, .--- -) 14 ,- - '-,�Ul_ 44�_M'A.AA:41D__14141�4 - I I - . C, . �1 / ) -1 ) -) I � 7 I- -1> ) > is moderate to moderately slow. The pH of the surface layer in non-limed areas is 5.6 t . JI �' 0 1 r \ I av,-J�, ". -) ) �' -, � � I 1011 ..tnom 1Ja1r_"*2-0"1Q4&Vr1VVQ_ - W^*&%Vllr�_1141.110�1 ".W.=V4VnW1V. _.V4"WJ �'S.C,V,tV..044."&4,wlylnwil�,w�-&04 -) ...... '. --- 4A -) -) 1 .jam .,V,J I I I rr .__� ) I - 1!�x 0 A C6 -> I -) -) i I ) - � - `�o to 7.3. This soil is potentially highly erodible. I i 4 _> I _�� -) 4 " I- I I .�_ / I I/ I x \ 'k FOODOW 7 .1"------' !�,,�4�r - .�_ \�\ I , / 1/1, / ,X - Y X ) ) > 4 !,�,,,, L -) 0 . 1� i,f .r : ! � I - I I - ,- I , , CONTRACTOR TO: $ I--------- - •--_-Y�� ) ) . ) 4 \ .. "' " -) -) - I N,I- / I _;��111' -qt - - - , 0 - lk "I NN� 9 / I --,/ () � .> \) i > - r. I 1; lk� Ix r .-� I a I : ., - r / ,, - i I 11 if .. - _-1' -) I -) -) " -) ) -) -) ,Ijv�f ( � \ *4 %, 10 .0 Jr 1 71 - I- / I YO -) -) I -) \ -._! -) -) , ./ ( lo 14 ,"....- !`,,,-'.�� I , - I / ,:4�. . 1p, .�_: � �. I _:"�' , I % %1k I L, 060* .0 #� I / - V ? ) 7) -1 'I, . :.�._;.'7,-. , ) ) � I . _,- I i I 1 _:,11_� / , ) , / - . � -) -) -) . , - I " " - '�4+1�_111 " , ,:-.-.', , . :/ -~--.--, _11 _> ,.�./ CLi "'*�, 7i, . .. ._.. \\ _ ! 1. SETUP A PRE-CONST 3 - . __-:"-," � �., � %,-� / 0.10, ,��,),�,,-,,, � . -) I ) -) ) ,..--i - G ,AT LEAST 72 HOURS PRIOR TO " I *--*._.._.__�_---%�",_,�� � I I ,�_,�� �/ (D CONSTRUCTION) WITHCONTRACTOR, ENGINEER AND TOWN OF CARMEL -_,� I .: L. 10 , -) -) - .11_01 -) .- �11� -) 1 i ) -) /_ I - K I----------------- .r __ 11" __ I '. , , I - . -) I - - - I �� loe,� __----- 4--_X I -) _> � -) -) -I 9 `:)' �,--,,-�7 4 1 =3 . . . � . I �. " ,�-I! N .'......717:- . h ) <,,�-- I � -1 . INSPECTOR, TO DISCUSS SCHEDULING AND SEQUENCING PROJECT. IA, ,Z ko.� _> I-) ) 4 �.:".1.1. -) ) �,N[jj 4/f 1 9 .1 CU - - .-fl. I, i,.*, . I - -S -) f I . - I -) .: __N\ .-`: " w/''1 I - 2. START CONSTRUCTION LOG. THIS LOG WILL DOCUMENT THE PERFORMANCE - r , , 'f F I-ol r / \, " \ ','�� I �11�1�lo --% . -4�_ ) / ,_1 lk-11 -) 11M "---,*' ( _,_� ^ t_-�4 � .. - ,_ OF EACH POLLUTION PREVENTION MEASURE. A THOROUGH SITE INSPECTION I _�__ ":,� 1�1 ____ I , - ) 0 _"_� -) ) � \ Z,'.�. _01"e I.- - - __ __-, I . ,�Vvelf-,- 0 . le, / 0 / '^1-1. -> I -) :41 d . / :. -) Ii` __ - _,�,N_,� ( - - - -y- - - __ 1,J 7 _> ) I > , � ,� i. C MUST BE COMPLETED WEEKLY, AND WITHIN 24 HOURS OF EVERY Y2" RAIN EVENT. "-"- -, .;*- n f-I I I '�' - , 7 , , � -CO) , z ,-,/ /' / z \ __� 11 , �A & -/--. - � 7) X . 1- 4_1 - _ . ,- r / -., r `�- .�� . V I . ) Al 1_-�_� I II -1 0 C 1) 17:�11 .. 0 1 _,i; I U) I 74� I 5AW111 - " . ("' qvw I -I " I -- - I I f ln�:, I $,Oe- It "v,lwf!�, .::�� - , �":_., %"N�� ., �, -,-�`, 4 0 I _��s I 11-1 � -) � -) -) -) " / `-`,-, 3. INSTALL CONSTRUCTION ENTRANCES AS DELINEATED ON PLAN. - rl_.,-- -I--- _,J (9D __1 4 -i / ,_,f*",-:��- ) ) - -1 I , ) 7 � 0 3/ G) '0 \ 1_1 -., > 41�� IN - 4. ESTABLISH CONSTRUCTI )N STAGING AREAS AND CONCRETE WASHOUT AREAS -) -) I -> , � -_ se > �,--- I - I , ..,-; ,-'�y - iF 'i - 01 -, I -) ,...-')' I I I *\ ,�%;: � �) , . .4;-� � 4 . , .11 - - 'k 11 . ) ,h4 - , I I i, > > �g�+. t LU . � , I 14--lill �,�. :..c . - - 1. " - 1 7 \ I I . / I --,/ I -) -) I -) �4 - AS SHOWN PLANS. ". ) �iY__ . I , �� . C [ ) - - _____ ::. ) , \ - 1-1 / .. ; , " -) 1 . 5. CONSTRUCT PRE-CONSTRUCTION EROSION CONTROL MEASURES AS OUTLINED 10 ..A. 1' 1_.. ) ) CC I %. I / ) - -) ,� - 1.� - \_11. - . . T • CO J I 4- - I _> ) .4 ,' � � . : -�,-,'. 7),�i I �-,�v�l - - I - -) -) 7) _ .,.. . " 7.. I- k ) � , I I > ,4*-� , , _� ON INITIAL EROSION CONTROL PLAN. ,-C- 950, 'N 1'A . ro xv f, ._1 I -� - "I , 0 - V "��, )" <I- _/ CO ) I ) -) 4 . �_--�', 1�*-'%'�- -) ) ��J , \_,�_,_"d 6. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLAN. '� 0 ;� - - -) ) � I . � 11 I I t,-.\ --1 0 0 .0051-%.� **� � > . , - I— F, tlel_�,\ " C .,� �_ I I lr-. c)-A f _-, __", - -j,' 1 / 51 ) . -%, , - I - � 0 I \ 11 o -1, - f4 Il- i ) ) i " .1.1 I .1 or I i L \ _ I ,_-. , i Ns ly Q � I P A*ta+ ".,P.D,Lftft%,S'VlkeLrMb""Zo&V'-,-,*.,IOWAnvLz;w5,,=sza=auznqxwwox;lv&C"==&.X 7 -) r--�X, 7. REMOVE TREES AND RUBBISH ONLY AS NEEDED FOR CONSTRUCTION. �.f�: -, .1J - � � S � �_._Lj . 10 , , '-,, �_.__�, T"'---, __�,� � , ;:�j� � ),,--�' -) ) * � .1 \ � ,3 �It%flf el .0 ,,� . .". , ,; MI&�01%%,--IU4..V%34r�-%-V.*.,�-14.iV.,Xz;g-O.A..9� �- ,qlt -) 0 ) 4,.% � . �7? � .�J;.f� I \ ) _� ,`P�N�� �" � ) , " I -, - � . I �___ *_*_� I - � :,� 8. STRIP TOPSOIL AND STOCKPILE AS SHOWN ON THE PLAN, TEMPORARY SEED , . ;�, I - . . , I -) \ .111 � �t'.,_'. �, 4 -) .11� 1, , A � " _%,� 11 �_ , , \\ ___-_ 111 ) > ( IN-. 11 . � ) . - I . -) I I I " r -) -) - e I AND MULCH IMMEDIATELY. �_\ 4 0 . ,__" 111� .1. ->_.e----) r / ,,-- \ -14 1�1 "--"* \ I a, _)) 0 �__, I � / 4 . t-1 -) 4 . I . / --I \ � _$�11 _ N`� . � -) �� ) -) I _> \ I t 1\ ) --1MX*%AWW AKQ*Jk;� , I I I / \ 4110.-_.W1;W -4 9. EXCAVATE EXPANSION OF LAKE I AND EXCAVATE LAKE 2 AND PLACE DIRT IN "I 4,4; - � I :�_�______________ 0 , - .. 0 - \ ) 4��,!`-,` 4 --) -, _�� / I - - I �'-", -) -) I -) -) 3 ) I ) I � . -) ,;,jf- % I I I Ii - * \ ,4"vii-,- -",*) \-) lhl,t.�, \ __J AREAS OF FILL AND INSTALL EROSION CONTROL BLANKET IMMEDIALTY AFTER -1 I \ I 1 4 � - .. ,�,;� IN. I C"i - A i --y - -1 _> -) I .: �,-, - ) - -) G)l ) - -) .� . I COMPLETION OF LAKES. INSTALL NEW OUTLET PIPE FOR LAKE 1 WITH CHECK DAM. I . 11", -) I -41 .%: )! ) -) 0 (511 - , / > � I � �)� �� , y -1 � 10. ROUGH GRADE STREETS AND SWALES. * , ,( - ')-)--> I ) -) . . 0 / , . - rt, � I 0 -) 4 -) --) > / I ( __`� 111_�',._ 01)"..') -) . I -) I -) - I -) , I i--- I ( r ,� V \-._�. 11. FINISH GRADE PONDS, APPLY EROSION CONTROL BLANKET AS SHOWN,WATER "I -) 4 . 0 , f 00� I 'IN,-, I .! -) 2 CO CONSTRUCT[ /110, ,___,� 0 Q � 0 2 ) -) i I 6 I. N If .), ,>,. GING AR k- ,,.-' --:�- - I 1 4 i .: ) QUALITY FILTER PLANTINGS SHALL BE PLANTED AFTER CONSTRUCTION ACTIVITIES . , -1, -4 - - 11W . -4 ) -,, � -r- /__� / �Iee > ) _,*V,�� 'k\'Ve -) I . -) .: 000� it I ,�. I ".., ARE COMPLETED ON SITE, INCLUDING HOMEBUILDING, AND CHECK DAMS TO REMAIN I N-L- I -,, -) .10.1__11� -) -, 7�1 -) 1 - 10 / I ?�,�'Ild$ �11_� 00 -\\.. \ / ,:-,ft �p ,�,� :T -,c r2m, \11� � 1 ,�,4 -) ,* I - I I T/ ) -) 1� V�l I-- 0 ,__o� I / � UNTIL THE CONSTRUCTION OF THE SUBDIVISION IS COMPLETED. C, V- ,,,�w �_l N�l 1�& ��_l - -) I -�'. CONC E T E,,YWV HO. ,� --.,.,- - _4��; 1 - - 4 7 -7 , _,.�,,., � 0 i f IV, ZRI �,�', %_1. -AREA & .1� ) -) -> - ----,,,,- , /0", � 1_<�_, CD. 12. INSTALL STORM SEWERS AND UTILITIES. PROVIDE SILT FENCE BEHIND CURB INLETS k P--J-f--:,��':-';,-,*g7 ." - I -) /� ,,5I K__ ) i, _. I - ) -) 4 / I C-N d t J - _& , L�,�:41 4 1� 7 ) *11) ,4-- I I � ff :fi - 1_� -11 . / -) _> I -) r, -, (V_� - . ,-, - . I , -b AND CONSTRUCT EXCAVATED • DROP PROTECTIONS FOR YARD INLETS. NOTE: CURB lli!";�Vi��,;_" , _ _a ��___� ______ y > I : I '11-/ \1 Vt- �,P_,:�IPA.0 . ,-��Z` , ))>�_> 4/ -) , -) -) -)" ) I I . S14 - _" " - • ; If � F I INLETS TO HAVE MULCH BAGS PLACED AFTER PAVING. . L.V W"' I - � I tfto��-t4l_it'l - -------, __,� --- I -\ ( '. ,Sx - - 11 , "'. �-.;� . 'k . "y -> . >_ I _)___� I � - --_,, '` __ ,----' �_�- -) "I/ I � � 2 _1 _7 -) -) I M -) 0 0 I I C <, 1� ,, 11 . i�ll S. 11 1__�11' -) -1 ____ (;F,!z�,--,i �� I �,� i.�_"_ I,., 0 V�o - - ) 4 ) -) ( N__11_ �__ J 1 .*I FINI.(;Hr-. PAnt= _qxmm Pq T149=K1 STABILIZE %All-1rLJ Con0inm r%r%K1 - -1 1 -14-.' � 1 \ N...�\ � - - - ff q 0 � -,-� CONTROL BLANKET , .. - -1 ------- �_ I � VT . I - -, �, I I I -) _> -;> , " 7' _> _"'01� __ > , ) __ \�,-T�_- I � -) / -) -) 7 I STABILIZE AS SHOWN ON EROSION CONTROL PLAN. - (_ •---�, I � 11 -,^,*-\ , I I 1\ _=�,, � � ) I -) 7 1 " � -*------. .,�� / - I 11 . ___ t. *11 - Nl / / _N`\ 1 *'*_� . I ", i 7 7 ON - _'../ 'N _> ___ _> _____,__� - I ,\' \ -OH J�MIT-1. f ., ty, -1 .. ; I- --------- _,_____� 1__� %% •__ I -_ . V leo K\ . 14,�Z. 7 ........... 7 ;1;1 t - ----I __ --I-------- ._ 1_> 14. REPLACE TOPSOIL FINISH GRADING • IS COMPLETE. ____ _____ � . t I ,�_ . ,4 -.1 - _Nvl,� - N "I - I ::�F � -1 9- _53- - 7- ------� ________`- 7'N,, RAVE CONS UCTIO -) 4 / .., �f ______1 / M I __-_ I ��, �_�,% .. t �,t - --I-------- ------,- `-----� _ I E r%E 4 21 � , - ,-_�� 1-,;,v 1110�� \ -I,------ -,, / -A L._- � - - -A. - > ., '--, - -a---)- _11___�_ ___ ---�_ �, 1% / 15. TEMPORARY SEED AND MULCH ANY DISTURBED AREAS THAT ARE LEFT --- � . ( 11 �11 -1 � ,.....__,, � ;_�, I/ ,--_ I ____z I ..'� . .., .."."... a -N -%NW 1_____� kl__�_ 1�1 - DAYS. "�111� I (4 .. " � ) b - \ 1--), N. N / -) -) � - / UNDISTURBED FOR 15 % I (A I - , ?A [',-,, I , - 11 ) X %L ____� f - -TA--. "_� I - �, i ,�iql .1 4 \ " - .5- \ ?r 4., k11,j61NX*1V 11 I \1 41 I �&�\,� \ \ , \\ V.,�ok \ 11\"-, \ I I _�N \ , R , , J I .11 , ` - -N\, - 1- - \\, �,),' %\\ � I --�� , - N Ni \ '\ 4 -, % \ A I yn:, .� '!��fQ, \ Nr qbt \ \ . �� - - I-IL. -1�a mmp 1 ;L,r,-Xw ix4lzu =am _ �_-Azi w+� (%:w* Z*7P 11 \ - . I , J I 11�1�1__�,,_ 1\ ... I_ ...... ............ <.,,� 4\ \\-\\, � I I I , n Wi9/2005 2:17:41 PM '_ . 74 % 6 ____ - -1 ------ � (' .. I � I --W ! - _.. ..,;• I 0 -) 1�_,, V7:1 - 4 0 441- Ift \ - 7717�EE�-, S r- 4- �� ,.._.._ . . . ................ � ____ .I-,,- / •I 11 -I.." - 16. FINISH GRADE ALL STREETS, STABILIZE AND THEN INSTALL CURB AND GUTTER. I'll, r . -_�_ " - - t - -)�- -t � V-�> , \ , j�% . . .............. I ___________.� / . 1-1 � 1,V,q • - V ____ �_ _A ) -> \ '*�,,A Z_*�� _>i N11 k �_� --------- % � __1._I '11" J JO 4 -T-i!��Z---&- 1 1 N , _N� -_ - ...'...___� -- ,.��, 17. INSTALL STREET BASE STONE AND ASPHALT. PLACE MULCH BAGS AT CURB INLETS. It 1, ,,) ,� ..", �Iil�,.A,l � I / I I \ I - -1 .. - J , 'i X , \,." - ___-�'a_�_ .............. �� ........ � / ." , .. _> ". 7 - ----- _ ---�" A h - " � � N _> ) 7 •'il _4F I k , 4�, A -) ) `NmN, 1:� �,%% ( -) _- ----------- rc & %.�_% , L.1"'4,_ . ___ __ � ___ ____ - ___-.1 _'1% 1_01* I . - 1 T SEEDING AND MULCH TO ALL DISTURBED AREAS NOT % ..� / .1� i-4 ^!A . iff - - -_ � ____� . 11 t e I _1A -) -) Al I , i I I U I , _"�;i y � � , - ) _> ).,� -� ;�, _> (f 7.r -4- 1-1 /11 � ,0, 8. INSTALL PERMANEN - - 7 , 11 V�� � ) -) , .,�' -) i ---, -., - r---- -----A,ko4 - \ 11 -.1 I C-0 .) -, ,.> -) I I I 4 ) 11 _� -.111311 4 4- - � -) 4 *'�� ___ \_T_ COVERED BY EROSION CONTROL BLANKETS OR TEMPORARY SEEDING AS SHOWN - N I � &JA. out - 1) -4-:)---)_ ) ,�4\�4 -4) -) ` "i __1 I "N � -___., \ -1 _\ -), Kh'i, I . 0 4�_, .i_ /N141 4 F -1. , .041 / ) y � . - - 4, -) /-) "0 1 ) -A i,_ 14* N-, .7. " 7� 1 - _> _;1;)1VY1 /-) 4 � .�, I / � I ;ro, I - 41 1 1 /,r, -�, Q - -** ) -) `--��� I . . _t. U"V=- 1*P4�_"-A,1V-r_ 1M.-Srolsal \ I'll �� -_ I I I �_ -) 4 �_ �, - ) '�� .-�, / ON PLANS. .). 0 �� 1 X74? -� / I ) ) �1_ 44�1 W N" '�� � _� / / ve __ 1 19. REMOVE SILT FENCE ONCE VEGETATION HAS BEEN ESTABLISHED. , - V N ,*- I - � -> I � -)� I V - ) 1 A_, - -)7 \ N � Z---*!�,;�,41 .-- - ,,, t \ 'AN % J 'r %*,, I IF 7 N _ I I , .N . �� _Q Q � I , -) ) 'l-T � 1�14� -) -> ->./-,- -) V) -) f A� - G y�i� ) A - . . ,4 i � � I -,..,/ ,,,,tx-!,� I 11 /_0. ONCE CONSTRUCTION ACTIVITY IS COMPLETE, AND VEGETATION HAS BEEN - -) ��__11 -;A-i,, It I If *�`, S .- t, .. �7 .�:V\ -> "",!I, > " %W - I I I .1 I J '1� -I �Z�,�_ �__ - � �f -) -) 4 / - 00"� I I- . �� a -�-�-) --,,�,, " -) -) � 11---,-' ___ - - . _ 4 A0 r - -1 ,�� ,7- -, , ,� �1. I -) U_ U U � I � 1% ----I- I ) � ESTABLISHED, REMOVE ALL REMAINING TEMPORARY EROSION. COtqTROL MEASURES !* ) A �'\ , A � 4 r*Zh�a,7,�Jjj7 �- -> /_ (_� . -)1---y � / . - 1____1 --- __%. 11 I - ;,I . � -) , . V -*-, -A . . '_� _� I �> -) _:� Z__�,' . IL � �4. _�-4 - _> I t--- UPON ( __C REPRESENTATIVE AND THE TOWN OF CARMEL. . - .%W&.-,. - --r--fta ; I � __ q 7 1 I-- I �__ co I > fy i �1, ) -) 114 - - - N� � N� 10 _> _> -_ I I J------ / ., / I ___� "'q- / ___�_ - )y %..J V t \ '16 1 3., -, - �_/_-, -, T4_�� %\1% . r---Y- I _o�.� � 11% ._1 -I-1 ._� (D • I - \ \� i I -) +_k -> -) • - "�,,-- A , Le - _tz4, � / �_ - � T � / ..."/ W11 / 1 -.7 - - 0 I- - : ,�qA _4" • I . _* _1�1 I- - 1 �.4 , 9a r , U : *1. )*%`�, %. ") � s,• ,4 N 1. � _-.16" /111� - .J J 4 ._� -_ . 15 --- \ \ %, -) ,� �- U � -, -0 45� 44 ,_ � I - , - .1, Y , V _� r----- 1_� I., �= \ r � ir"Qzuzzt�!,�,��,�� 'A' IN .0- -� ., - . , ,,, - I _4 ,_rz:�- �! L'vN 4m q.- _,__ r -)� eeww MMZA3� . . .-r I .;�- , " +r) - .1 �11 .__ 1___1 J�z,_�ZZzA \,"\ "'., "41 , �==-_ xr.� 112M UIVAQ "z= . - .2 != r.%Q-j raa.m., VM&W rxk_noa4z�� amr_*= ; ,.- _4 -1 -) - ,__ I k.. - -y I __ - r -, / 4�4�)� 1 *Vo t�j iQ!QM 9 = Jw'! wa Er"Wx smimw VIOMNA U�Rxl:�s -'_�4__ �_�_, rawa "a1AQ___# & xrahl= I 90.0w MESS bzw_qla Surm Arv=wa SA&MV9 GM= .z &�__-M glw_= il�.& Z7_1::�Iz . -- �\, � I " 7�� f , %f k=;.UW ==,A W14=0 ma;7za "A - .1% I.- 11) _."�, ' " 'NEXT SHEET FOR CONTINUATION , - e ,_ _,,101��, 1. __ 1 '4 1 �t_� f%, H L NE S I -) - �, . . V . , *11-i'-4 -) 1-11,09 Qd �1_1 e ;) .ex .- .- ,.-.--;.� 7.7 -1. ... ��_ - - IN - � . ., �-J,:) I ,IV 1 -> , I �e, . 11-1 , f, -,, ,],:�� ",*� N-1 '11 - I - \ I N f z 4�. , �, �- "----/ ; . -, 1k, -) > iz,5�, \ _\� � U ( \1 � 11.1 1. �� , , I _'i�f _ L I'..;. ., __�� � �71f 1_11rl ., - - ______ �",.,_` _-.: _:,-,`. k., " ,�, - "*_� )_ -) %-) \. - - Cc) / - f-_'1.1_:,'1*_,�: 1___1 �� I ..., � .1 ,a - \ �, ,_,,1r, . f f -) -) -) -) , I A .� ..- 1 - --- \ ",--"--"-'---.,"?.-4 I *1 -:y -� +_ � 112" 1 .1� 1>11 - 11WW1A%"W�_ ------- � -) � I / .__ -`�"`-,`, I- -�_ _,� -) -) f -) -) -) 4 I'VIA11 7 -11 N. �_ [:-1'",-", -.-,7 , , L.: _-7, I ._� � , ,:, - - - . . - . �.!fl � .� - - - -> -, -) - •I -�� I bi - -) "I S,�, .., - , _- _. .., - -,, •-.,� . � __ 11 � __1___1 �. - " :�V,. �w -711 4 ,/ _ -_ -\ ,11 - __%� I :t, .1 I _)z _� / �, - / , \ I -,.-.��-�-,.-,-�,.- ;-r,� G1 , .--- 11- '. .. . 1 ki 11 z _ / ,;---, I 1 I \ ---,-.- -----, L -) -) ., 1W 1 40 1z 0 CD I C 0 .(n 5 0 Cr � >1 CM I I I I LO LL_ .M CD -0 __J V) - - (D C) 0 LO CN C • • r_ ID V .. = U V- I . CD . T.- CIO , Im 0 C13 0 0 C 0 cri - i 0 1 1 1 FUM 0 (a) Fmn 2 CD CL < (3 W mmm < MEM mmE oft MM FROMM (D < �$ �1\ \ , \ , I\-\- �\0\\ 0\ % 1, r1-14.. 1 1111%11, 1/1 ��" / / / • P t"-/-/ v NN V , /" , I ' � � '4 -z U. , � � 4 0 ftft.; 'Is � � r*-. -.o- z: Z�z z -A- ..* �Ei C X_. i % .-I = . d.pw w C(,'-,,�� liiiii I , :;0 , 4� 0, 11,181110JI11111% . :31 N FN o�o I Q) CO U N (I V - co Co Q ��n Q ) I - - I - . . .. . - _. - - ,.�, _. - . - - - � - 1� �_ Q M � - - - 11� % % L 4r) \ W"_ 0 ** WAN Q (�) 4� ��.,W - - - CO It.0 �� - - - . - -4 , ) 5 . � 0 jw m Project No: 04151 Sheet No: - I . ; [, I& _$ � . i � . i � - - wu -% ..,.,..,,,,.,..,,,,,;.,,,,� � t 7 1 *""\ N' w% , %�. \ r� -," , V . , " ,- , ". I " i4�\, ., �N ,�-Q -" 111 , ~ \ �. *,,,�\ - x % �� , r�; k u I ;a, ,�- \ 1�l� i J I 1 , \\ �. `� 1 -,� 1 I 1I , � - - ,�,, (-A - .. � I 11 `mss 1Ffi amr-As Amw, iA x;52 B�b3t,`i�1Y'i 1 9 i:6`sA r�F (4=1,0 G. � »�', Yt 4a iS8+3 �? +3s E •Y4JI �f l ��k - \ ``�._ X / i J[ \ . ,N-k, 112� 11 . �\*A � ; ,`� I \111� 11 �- \ �!" 1 � ' \ r ' , I I -- - 1\ I I . I rX f ll� t_.,, t� 11%, L. , ., ark.. J x� I--," ! { --�, 4 - 41k� \\', . "---" - _ i - , f k I , i IN .` { *N ! I i1 � i i y� �� , , \/- ` , - -i. I , '-a { I \ \ \ %-,, \ -) i- - e v♦'r,,.y �� `ei S,,e, 4 -) -) ) R.. i . s - �`"�°`- - - - ;.s,d• ^e -y:a� i �� 'y,.�y�/,r, f� r� % r Si co *--,- ) P \ \ *I,. „” ' \" l._ �°` fir- T r r �-• " r -� — <^5 x c t p '3.,ry,�, ..,.., •ca ., 1 'i.'�ao!r� t �, 'I } IR, I - _, .. -1 r 0 ,J _ i � � �� � � � � iaG•ff't{•c,� nom` :s. �'� '._ :�,•,,., 0 r� o � y''�� O � ' �'+�- � �'` ... ..�' •- j 1 7 'x - k �. 7'r � - �' ...,,.� J10 .+� 'rte -.� --- 1 I - I � Y-) 4 1� -4--.4-m- 0�-� ,�- -;"* / 1-1 .11 -11 ,�. N . 1�, \ ,'� I ,` �t :_ t - _- �!_ CH LINE EE PRE IOUS SHEET FOR CONTINUATION ;YV r- �r �r x, ,.. c�,�7 ,.c ,. e`-Y .r�.ai s3 � � � :- � w � rs�� tea• �s .... u•�s � t�aa �.. � - -� � a ..,. as .. ,,mss .� � aac3�; � :. s� � 7c�.+'a' I �-�:.� •� :; t s �"'^^`� 'lt•� � b + • ir• � ''� •..,,,i.- �.. � «j ,rwd„..,yi u1ir�:s+a� a2±:3i A.'"s�zvFi ��3p3 it.�b� wit �[v 3 -.� .. ..,A `r �+i,.•w3' tL3 L'C�.i taA'a S ..533 i" •tfi :�i$iTc i:..Y.w`Tii �{ +l�fr:.° 2�i v1 1 iS+.r�,2i NI w ; ��k - ` _� �;� F "'•V.l •'\ - .. # , ,,� ftuM .f �7 i." �.I "/� 'r Aji- _!� a - — y` „– - i -)`,�� I”" I-) -� r, 7 r, a , �, !/ '" ' ;. �•..... \. �j�� . -f- 10 O O � �,..r' tom. : -1t _ �� +•w�• f� i r1' :� -, �, .Jh'7 4�••: �.,,J r. 4.�`►•� r / s }t, *�- j r-, 11 \`1� q \N`l�----l--- STREET NAAAE CHART -, , t k r� ' i ! -- w• t' ! !- -^ t a a` tt.. � -) -) \, /'� -) / �' `L d r� f , fi / }xr� t \ \ �� \ :fit {: --- ,: _ > �. �.., r� •���j aaf? )J J -) f } •- ....._...�- ---"'� �.. - / .r , - --,, -, .- ,�� -,-� . ,%� -- / V .-I -�-,) -) - -, \� ". , - 4-� --�� 4 -) ? ) ( � / --i--Z�,� v--� , - . 'k ,1 - ! - .rr: ---,, h. . ;• c � � 11/4 1 . t LINE STREET NAME A RIDGEGATE LANE 6 LAUREL RIDGE LANE ^--, .,. 2 1 `y-•• y'�•.�,"'�• •�...� '^'•+..�.ra" \ .�{` �, `, � - �7 •I ) �� • _ ! '`l '4 ' .-- �'' - , � f ' ' :.♦ + 4 4 - ----------- -111/ / ��., -,, 14�\-� . 11�0-�—= , � :lf4,-., ;- I-,— .� IN ,\ �.•�� `y ya HUC: Q5120201490060 ,-rx'�- �....."'. 5 - -1 . N�l\\\\\t\�\\�.\\t�\\\.�\\���\\,��\, . r � ,�, ��^ , . .�z, -- :�..r.�.- ...- - �f� �. 3 t (' �. .� * {J LONGITUDE: 39036'1 9.5 2" N 0oll „,�� IV I ).'.,! \ I ,��,-- ,-,,11 .11. ... N . ,- , , I tz-;�,-- - ;., \ / —� , �,, As— 1% 114 - �- .. -� �..... .� -- - j r - - �—.- �- I , - -) �� � t]/- �. y` LATITUDE: 86*1 1 W `, -.a `` bl yet' 1 ' �,-- ^^-•"` - ...._• -, ""�' "`.jt;.,-.,, ----,y ---- w.r._."""'- • -�. , / - rr / f`-]' _ _ _ - Y� tt :`. ; 7' , ,,. �'"..`.,,,-- -..... Y41pr-, �� ..- ` 7 7 : - l t- x k IN ) --� .-,� "I > )J, -> \ u I -,;� , - -) v \\ I A .,-1/ 1 .7 -) I -) 1 ,-4- - �- -) -> �0 --� 'N \ � I � \ ..�- -,---� ,,�,�- � �, �/ - I �� � . � -�, 4 -) q0 � I . % � 11 % jpvx000� \ .-- --- 6 )11 I I faro .49 I x I s ,.,. � ” .•• ° 1 ;: i „� -- . I t i I I- r+ O � � \ r I tv., � . . .0� f I -A 7 7 14-) 1 � -) I -) I ��,;,� \ ,N�\ ,..- / / -�,z-,,,,,,l, ,-:.� -) 1 J ,-� / I ,--�.- -) -) ' j - ! ” �'•�. -,,�`' i `.fi g �`•�'�- �'•``` _ - • /' ! ld'` = ..s„+.,�•- i { !' ':'_• > "..,%, --- ; ) \ 'r+ - - 1%. `� I t -� -.:_ -) -) c - , J SEE Sl`- W ` -.,.. � -� /ff�-- f , - -- �. I J)j DETAILSHEFT FO�Q.,ti ,. / �� ;- t __ , s,._ „rte ... >' : ,1 :1: -� � t B,�ANiARMO��I�•I��A� �`�, � ,� _ .. �:����� � . !! r \ �. �{ �\V- OUTLET P �-E- CARE- ---” �• �,%� .., I I e - / _ , I N, , - - _Z141, -C---�- I I -N - --��—\, N \ \\\ .1r), 1, , / � 4 -) H -> .A I -> -> I -) \,?-=Z�,-e \ IN., � .,�- - .eloll 1--lolf -:.,,l,-,,*,-4- .1. �,�., I � -> 4 � �,k � �� I . , ., \ ( , � ,,,-� ��v4, - - .. (.;, . `,,-� > \ - \ \ 5 ., N'. % v ......... �� \ % \ i / -, , ! ,-. � -) .1 .11 -, - I -%. \ .1 'k, � , , 9 " I , � r \ ,�,,,—= " \ , , I i �, - \ i -) 0--l- .,� -, ,,,�-,,, ,-" '*- ", , N� , ,,,,,,,,,.,,, I \ , - � I lz -\1 N , ,\ 1% -��J .. Ir - - \ 1�t INA x -A - . - -) -) --, ,�:;,- " 844 I I k�N% N\,.."\ f \ . I / /,"', / 'I,/ . , --, - (a { .'- I ) , ` `\ 11 *11 � q : �. ` -'�'� 'p q ' ° 4 -'� _ ., ` j ,,,,_,•� / _, �., -) _,.,..,,_,,....... -..-- --^ . \ `}i� 1 > }/ } % ` r \ ./ _ 1 �'�` - .. ! s ai•�tX9csasaate ri 31�+YS , veiws (_ . Ii W. 1 .� - _ 11-1 - \ \ — ! I il , . I F-- -it N I . %, I '� E ,. 5 . " ,, 'N I Fr �\s - ) I \ \,-� - ---------- — - ) I I --0 -7- -) � :��� �-, . -.,.- -) -) ( -N \kks I ,11� .I ,j---� -) -) - -- k - - N I I -� ,-� / - --.- - . - . — I A A '\-----) I --- �- V - \ \ -) 1 , 4 . r-,, � > > ) �� 42P IN. ll--� � / //, // I \ I I I I-) -) I -) ,,----, ,."..- ) -) i I > ll-, ,.- I 7-- 11 -,>—+>, ,,-,� "'.0-1) -, / �,, 'IN \ I , / \ ' t:_� �,, ."/ J lvll - ,, -,,;,��,�---17-- I �- 11-1. - Cl -) � I . 7 7 -) I--,' / -Jr . �, ) -> I - ,��, ,�-`-,- ,* ,� -) -,- - . ) \ / It }rj a• F'r ,'�: i7 r'� �S •r 45. "f4,1 t � 1 l i .-. r �. �,r ., I I ( - , . - \ \ \ - CP \ 4 -, � i - ��-, \ j ,--� I ---�-� / 'I I ,----. - .1 - � ��7�,-,---, % I � ,,,� . :,, \ I q „ :..�.:. ` `+� Vii+. - �,. ^^^ �� -s. ,I � \ / " t., - , - \ ( 00";6 1 4 - ,� r k \ x -,N) - I 1. -, ,.).,, I -11 li \\ - �-`-;,, : . .U; --.1,11-4� ,.--; ,.-V, - $ % I \\ \\\ \\\ \ - baltv ) I ) , n, I / e, ,� ,,,� ," 4 ) 0 w > { I , ." , , \ � • 5�, .. , \,"! .,\ �,\ �, i ,\� . � Jor -), -) ., I , - \ i�. I -.",/ .,-,-� '. I - ; ��-,., -.,,& 4 W, .,///""' -,-. - :1",--t-.-I.1,A, ; - , - I \ - I -) I / - , ., ,�!, ,je I - -) "r •c , a , ? v 1 7 / ,4 � ; :�� ) . / / I ;; f�' a+a - I V \\ \ 1 , , ,,X. ,,�, \ I N�,� I -t>a.. .: : lfii✓ r<., - -, ,Y'•thL': r,,..X t � v�tCl +'° ! 7' ; ° ,, ,',. t/ \ \ •� J / JjJ 't S .:• , r �!V. s t a Yt ` - / L/ .N -+; -t s,. Syr- i t +.. -., ) 11 r(tj /apt - .,� '..� £. .i - ,. ` •� �. _• :!. �1, ` a. t `; /�C,- � r \ � I I - �, . , . \ " ,--� - ,;, 4 ..e .,,� fJ� ri.7 ,• '.:� `, ' ,�: ; I 1 i J �. 1 •� ` �� l / .i / / jt T y` y` +lt",JY/l , t. �' ` ` \ 9J I rl , x - -- - � i - < -, ,f ct _ :?, ... ,, '.% ' v.i,!. t.. ., -• -N', �:1,. i t J , �,. ,� a •L- -�•`fi wrwl ,a l r,• t -� f- _ _, ;.: _ •^ �,,..._- j c - :.� `r+_ y ., $ yTSp� �'a't ,z t ` _ t a _ - =' --•%:; I J ,. 0 -- ti 1 e ` �, , } ... y.'. A �.tY E _ 4 4� rt.y.:.; A { �,� y .., l - - -% -> �• .++y \\ ' ., e',� , l .. ( s o :t' ',': i �, r } l i i yc it `"t -..J l : <: :. ' i i . ' _ *� j 'i wj '•. t � 1 ✓''�4.s t t ) - .� a I jjjfffjjj `y . . 'I, I , , I - �-� / ,-,-� -,` ( -) -).\ .J . -.1., *:� - J / !21 . . , .111, . . - e '. _i_ }i ,4 { ' Yf •' 7 '.; L - �:� �'1. r r',` l �[f� 'S + ? S / �� t `/�. % nT - - .-I-10, �, " ,", .,,.. -, -;� t-, -�-. %I � �. `` L _ �.:: s, , ._. ti:f� �. 7 ,..��, .�� .� .- ,'� 3 SEE PREVIOUS SHEET FOR CONSTRUCTION 11 .�-� ;�� ' k: Jr _ t \,: �. .._..._. -�. SEQUENCING, LEGEND SOIL LIMITATIONS AND 1. �{ ::;� .:.. 3 -) t GENERAL NOTES. y i r I t ! '. 'f.. ".. r ., '. ♦f- }.;. �,•' t7 ._ t - b. :JJ {-•.: .._ ! i ) i ' �` - -) --ti... f:t: t -'r; S f �, `, I,- , , � I i I �,,, v,-:�L ) I,-) � -> -) C) ,. .. I / .. %,-;,----1 I. 0 ..,).�,.-. I ft..-- 11 Irk \rl -,., , �., 7 A -� -... ) ,; - :,,; ,I-, i - / -) -> -) ------.,,-� . qC I - I , � . I . - I . .1 , A I F 7 2 I "I I g,i� -:,�, ) , . '� t {lam. t Z ,... t _, .9., ' r . ! �D �° - ) .,-,-: , - -� �,, - \ x ,,—� .----,/ ,.-�— \ ,�.-1 . ) �, !',I," ,\x ,----� "Ilz I . ... �- . , 4 --- 0.10 , ll,,-,� ..I - � \ I i � '.I, .., - , .1".. , A IT I �,, v � I I I I ",--.,/ --14 - . \ I -,%J.'.'; . z1,,,.-- \ ,,� , - \ I.- I ;, , , , I . . . . . ... I ; , -> --% 1[ - �-- *-� F � / A 1 -,�, I �,-r ;, I 414 , ��, "i I - il-,- z , -1, v 11 ! I I ,-,-,� -) -) ,,,,---� / ,.�, 4 �-� if - ,. > / ,,,,,�,- -,--,z -)\�, -) ;.� - . 11 %,,,., : I .", , I - , , I ,] -,� I -- \ x z N �, -\ % I k , %f, ya r, �, N to �• z_�ak ," 6w X �•�, / -) ( .S'...++. ar ` ! - - , ,� , , - , — , - ', � J 4� I ,,,� � ;i �-. .I- ,*- \ err ) f't� <�. ° 1 ` (: 3 d r ,,,r'"'"""..`... _ wpn r �+� 4 SSr ` • '� ,.�• - i,.',',.' .S .1. _ , ..? `3. I \ _ _ Sri _ '7[.v -..(s i•H. -+f ♦ •,.; ]:. ?,"'+ 1 ,'•r r \, .fit. X allcte:��i / � y •r .a \. \ - M► { Z-) , ,�. .ti \ 4 * , ., ,� ,'C3.�,. -� y..- :N -, _; 'w-:i' ` :, , -; i '� { 1% I .t � - - ........n- -- -"'� -v': ". `' (jj _ )-'- 0 i � .i, , .; \ � ) 1 3 Y , I 0 ---..,.i\ :,) �� \ ' - ` .:, s �:. -: r , t�; : .� .a, c _'r_,, -%., ` ♦. Y R t -) iiaf L -_I� "I'll =9 +� r, " I \14\'y , L ff • .�. -L�j -. � /' r }��A'•�� �' `.`�'• .1 �/I it f : >' - {j „i j 7� / t �i .Y' f .�]] /y+� 1, '>t r. I \< - �t,, -) '--- "'^'�� -..,, 1 -:� ^ *!�a- .,,,::.max.._ .:.:;:.r^ : t.: •;f'.: t j �y - s+tf``aa �� ,,, -''► • •� '� / e` • _• i ' • 1 J \ "�IL:%-, % Irk . - - , i C ) \ . .- ;,-,��Py ,,%-� \ 14 .1 -) 11, �+ r- - ! +„"�.c+ m-t i..,a -s r,..�,s`f . • �+ '� '� a�%r �� .....- A, ;`e} c ,-� • :. , .. 1 'y �- \` \, SEE STORM SE ER- �]{ "fir' ,- f f' `- i' ....1 w�1 .._'r`. w l �w r r i — \ --_` q(,--./ , ,,! -sy � `� DETAIL SHEET FCC L� 3 3`�• �� ,,� -� >), -�+ � , l .. Be vK ARMOR E AT h; � `��. ,� �1l _ 4 �� -) \ -> -) 3 � �, -� r �.,, : y` "`+. 01v . R .r' ,� ♦ ti � . 'fit '' ' t . ' "1• ` �" Zri7� �r 4� I � _ - F ' / - ..•- +••�-, N-1-1 I I n �� UTLETIPIR 1 PEI E a� Y § _ _ : " +� .-) 4 -) 4 a- ---• -,-._. 1�ii 4 ,` 4.V \/ , �, . AN N E LS DETAIL y y� + 11 _Y ` �I� r _. , ... .. s-.-. ` 1 �+,,. 11-1 fir- F ~'`q� ` ,,.`� \ `� tip. �' q.Y. ✓ 1 ,,a � 1 ,I +q ';*`` •fit\ " '1 / , 7 �� - '\a: �"'.+. ,,-� 1 ,jw-.)� >-Z W I Via. ' , �� Lt Q " M, I I ) " I � kk IN \ ---. - : \) I -) y 4 7 , .. ) I J &-� A I t 1% , -11 % 0 K�� -11. \ , ) /\ / %*6 -) , 117 �O ) r ,�-��-, t _c- --__ I t \ � + �, , '�.ti . a � Q f \ y 4 , r .rte � I ( [ � . I / I I - - N I -.11 -,:�e I � \1 i 4. \ I e_� ,--� � "", - ) ) f \ I I \L \ /� - - . N �), / \ / ,11� � � � / I / �-,--� . \ ,�, ) 7 / \ z le- -,---- (--' P� ,I . I I \ I / /�,;,,s �,;:::=3) ll%V,/. \% -\ \,,,,� - ---y ) I A I I I \ I - pllwt� I - � , \ \ \ \\\ � . / -- I \ ,,� ,,--,� ,"--- ..--.,, -I.-, I--, is < -% J..�, v - t . P -Y i ., t/I ° _� ON'D ��, � ♦ti .1 _ r r'`' �.r'! ` �, ` I , t'`� 4.0 �,, ---- ,.r- -- t, I '1 1 ) -) \ 11 \ I J# ",- 5���� / ,,-- I--- �— I \--- ---..I,,L / ,��.A - I - ..,r-- ---- I ,-,:, I vt � 4 . \ fr--,-,% ,,-� / -�- t r f f / ''s r N;�—�-�,,b \ N, I I I . )) ��)---,- \ -------I-e I -y 0 zj�l C / / .."'. �� �� .11 I < -( ,111� N " - �- , 1-1 �,/ / / / % Jif - �.- 0 \ / - \N o,F�14 . ,� \ \ / � ' . ; ti,. t -i ' ff+ � + `�- ` ` . \ \ '`. c -,,..- / r,,,,,, — �Z I r- .� �• J i -All i t rJ ` ` 1 F, �. ,/ w `i \ f \ \ \ I �, .0 - t � I -) I N t I 'ti o . , "A ir � \ .1 '41 t I ) I / , - . I -� -----, 1:4111- ,, / , ' _ -_ - \� ° .� (, --x -\ ` .....-. ---°'' ,---- - ....- ... r' i ,fir .,�11l', . ,.-x /N \-----� . / .. . ,e <'-. ---,-� 1-% I %.-% I *,�-- �l f , --�,— -A�� I \\ \ - � F -,,,--� J \ %.", h s �- x 'a .. - -1 .sr -, I )� Jll' k-,,-� / ) I ! ,eC4f'`� j \ I ,,.,.,,,, 11 f 0- / / ) li�i5 4/ A ,-Q , , / ,-�v / ,.,, -, -�,-� / ewoo' � ,-,� / / / \ -N., - ii -..-,- -w ___- w.- 1 J .s" P j .%r , ,1 ry f .v - -• + . w- m. "- ! _ )/-<--,. � , • I f ,,,/"'r J 1 1, ,- �._.... �/ �r r Cs -- �,�-- .�,, ...r ; l a ( ! - % \ \ � �'.', „".'`'.,. � '--- ...- ,.- ..... -.-. ,, .W; j,.� `. (,:_ . ,�� T ! {� i� - r'" P' :,)'a+y \ +.. „rj p, �. - r j� O - I ! -1 1 i '�, •. ,�� ...+..r -' '..._. � J 9� r A M -/ ` , A w ..r... -..++' . - k '- t mow.,.. . -• -" II : �J . / I -*� -..-,% / .e �. ------,_ ,,----"* *14K r.�-'! • f ! .., • .. , ``�- •.... --_ -... ,,� - ,, -�-\ \ I I \ L , ODE' ". .---�.- -.-r --' ,y � .,�'' �� I ?I ..�, ,e*�e ( -101 00, .. - \ \ ,---,� ,-� <"/, I-- ��-- t3- \-, \ \ d) I co J 1 -- PE BASE C �3f «E�- E ATI \ R. I A 11* D-MSnN N`-� -/ ff :. i \ -� \ \,, �,�� ,4�� . ID m I I ,v,�,"".t'. ' 7 -a TQP 3 RAP ,,,,1-.,..l ...... ............... �� I--," \� �. ...- i ' ,--z 1( t + '.•- ..".'.Y'..tuun,s �*•�'S •-• , 1 �4 i t - C,i ,.,` i� 'YP 1 j - -C..ti.�' lG I 1 ) I ., ► i/ \4 •,i;• L�riy�TrJi, .�, 4,-779/--;e.' . 1� , - �\ �l I.... aoac� a�o.� i 'raj ,, -. � -�.�. ., kv. � �'` • - ^L f � � � � � �a �r �. 3a 1 a e\ rI �a v °. it a.'�Y ♦��'< {t , 4�.�+.,�..�,� �-. ►���t ! � � � .?".�. :i�w'�� ^/' ! .�`'���. �fjl` ..5�•vt+•r•`',�Ryt?`;�5r a�t� �� � f:._.a�t � � � "�•a+"'..+"ee,'�.. ,.......,.,,,,,, � °n, � `��a ``�_ p a "\", '�``•, � ,\ \ � + ���� ��� i ,�. ;may. ,, +a, - f 1 x M -- ��, `� t'" � "``._.- „� 1 ��. }� Or . .�,yr �1?I !1{, ,1i -f S• .. ^4 L, } �Cy :\ ti `�`� 0 ). '� ,.r" N 6% ti .(s r� iS 1 1. R•y 7 1 i� N �'�`�- \ i t X \�I •I,y1, ti \� , -1+,� tT� \ • \ ! ` : r te Sw�� �Lj , 1 I \ � i o nr_- \ \ ��-,ii -11 I I \ .--� -\ \ \ 11 114. 3= �`,-, � � i '� >� I �, , I l i S ,, I� � �` �A T �' -) 7� -�. ,� \ I l� ti 0 ' 1 r- a a � �,- � � — �--�._..,_ -N\ � �? � , \ & I `t'y � � 7 "'fi .[fir,'. '•� � `-� is `�, r "� k \ N . , i`" �f♦ 'J • y`�, • , t t �� /�,' /-- `�"`` .^'�I.•'.,r .. 1 / r!"l S �. ,� 1 ; 1 '*t ` ,�� -•.y' .,,� r^•`♦!,w\ �i `,'!�- '�/'"�.� �!�' .V " ?rte-". - �r N-1 I :r x i } ol �14 �r �- -) 7 �-�,�,�,. . -,,,-?-J:;�,,0:, \ \ ,� .�-, ,� \ - I - ,`' ' ° �"' 1 `�' �°�t� �,�, fry', I . � + --1*44- tk4t F- "-� --� I . t J N I I _ . 11 r ..... .... .. ..r s f - �' \ I A ::�k " A i v + � . ."X 1 ?:n aeatt; s.' rc s,s r rr . ,iax .: :w.o. < +�. ams� v _rlf h u4,,�' arxx .a awa�wz�tc ��a a,.,::IzQ �aax.., -- r . m..aaa eta _f •+ ur.:;i,.A✓, _ '+ vG. ea+' sas' w. FSi:• rR�.£• isct F..><..=a._+- ♦• =�2+e3c' �it:�`n"Fc•.•ttiiri>lif'lr r.fy �.t3n.'-ist1_ 3iF.SiAi�4S.15s.:oi o .,.d+� .w+ly;SmtS:. - '+.fit' [•...3 frt�ci. +S •�i3EC.'9- � J;.> .'' - ` � ' f' ``..,1'�. C�.�'r.� �..�i•... � � ��'r, :"rs�' � "' "-r Jtm�` .�' rsea3.e�etaic. �a:;reu.r�vsrs:r saos��e.. _ p w,- „,,,- ,.- .....,,,,.. �...- r � • `�•, 11 1 'may i.c�.i` i ! �► . j . .rC i r'4, K' i r"'- ..... _..n- I o \ -— � -�3\ � . I - - ,,,k\ - - ) t N,,�� .- N--,, � --� i "I” .--1 ,--..O k--,., , % � "I--- ::-,, -,,,:v- --%�- - N --�� -% �, * ----(---r-----\,t x �\ -ft"- *, �Z�-,�, Q --)—�� I , ti I mo` -ti 4 - ��1 -- - j ' � i,� �`►�,�,�� `a.. 1 -- - , FV�2 / ✓1 - - -. "'. - 'y:'`,. -`."- qr"i ,• ` `"." • � �� s'^ .•. - - "` s�.Z r} � - -, '•-•,. _.-•� yr '''iypf ��>< .�,. A NI/1-, ��(� ,,,�--A--.loo I_---- 17-,,**� ,/ - , ,.� - ----.� f , _ ,, , Fiooq Frin e '-- -, .�� %r� -tea e. ~�.. . lood Fri e , .� �. �. ....� .�� --�. l ., �°'` .. P.,�r� ` �` , 4, �, ..... - �,,, P r F I RM a s � . ; �; .t;. .� . „/ . \ I ' , 7� -n, '� .- „:`�.- I,$-0 0 & 185 CO2�6F �_. eo N., ,�- f so57CO20 & 18,5 16y ■`•�..�1 �'�-- -;:� , ;: t i �-�..at 1 , Z00 / , ,.''`�.._.r..�r Re FIRM Ma i �, ated Feb. 1 20 111 =�f - , - Vt ! ,. , , _ ...- -- N ,. ) 5700208 1 57 2 ,�. -\. �� N. --.� .. . _ �.- . ! rx, ,..s �. _..� -,- - fi. Dated Feb. 19 2b0 i �. �R � � �� \�,\ \ \ ... \NW. _I emp \dms 1LJ5b� \041b lesc2 . dqn 10/ lY /2005 2: 18: 03 PM + . �� iii i 1 ii a) \V 0 C f0 ..vn 0 Ir E �> V J u- m _ O .. J V) - - 0 0 -0 U-) N C • • 0 u a� i - O m � U - T- .F .. 0 = U Cz O O U to 0 HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 1 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICS- 1-26. IT ISAGAINST THE LAW TO EXCAVATE WT MOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORIC tIss o�o rl 0 - co Co lz ,-. C ��i.c OR N%.O cl �� cz 4� � %Q - 0 Is, t%� I .� *4* CO t� � tjW WAN (�) lks J c %Q CO � 0 1 * � N% Q �0 jW Z4 Project No: 04151 Sheet No: 20ofd6 ,0 9 14 6 0 [�� I (0) F� Nr if . U) CL < �r � (D U) 0 0 *% J �r{ollor.� lm� U) 0 (0) (m) - - -- �� ``.0111111 t 111 /�� /// 00I ........ I ,x§ I. �� l ' N /�i z �// �,�--- - ,X-% ` ` O — ."”, , C ,� I LL. F , o __ �0 p — 1�- r 10 i .`' CD � -.� � p; .,, `' ^ W, .. .. r -I �J,/� 's I ,) , A, ��j��llllt itf11111��``, HOLEYMOLEYSAYS "DIG SAFELY" "IT'S THE LAW" CALL 1 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICS- 1-26. IT ISAGAINST THE LAW TO EXCAVATE WT MOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORIC tIss o�o rl 0 - co Co lz ,-. C ��i.c OR N%.O cl �� cz 4� � %Q - 0 Is, t%� I .� *4* CO t� � tjW WAN (�) lks J c %Q CO � 0 1 * � N% Q �0 jW Z4 Project No: 04151 Sheet No: 20ofd6 ,0 9 14 6 ROCK CHECK DA ,� f SPILLWAY -- ,,�' prevent �-�s� Vow. -+- --� ._ �.. l � .. -.-�- ✓,,•� 0 ailgr3Ct-- '.h3.n outlet o_ " - �' .:�,; Protection Stabilization • _ -�. o --- ....�-- _,,,..,.ter.. ��. � �S�_... Jam. �! Jun: Jul. Old. Nov. Dom. OUTLET P f P E � �� STMLE PATTER' GUIDE Q - a ` ! Permanent OR OTHER -..� 1t���,��`��.� STRUCTURE _ ,,��, Seedy � ' , � l\ - i` _ ter. �■■� w.-■r r ��. �r ' PLAN VIEW DITCH APPLICATION fi -1 B 3 DorlwAt Seedthe 6 6 PLAN VIEW STRUCTURE APPLICATION X X X CIO .w.r..,. � ors- .:_..` � J/'. `�•\ \ 'i �.r� � �r �� i- -ter w.� rr-r .�- * 12" MIN. THICKNESS OF RIP -RAP ^-- -� I E :u� SPILLWAY CREST T a I > (STONE SIZE 6" OR LARGER) w 0.5' TO 1' _ - �Q 2 :1 Siope, gravot c4an et --,r �0 III X Seeding I ��/ \ � -�• �- ..u.� �-r w �-� �.� .■err w�.+r ��. r.� +■.► r A B z � a° ou 0 (� J R OCK ABUTMENT GROUND o ° X 2 SURFACE 0 3 - F� X x o 0 o PLAN VI 6ddlng X 0o Oo Q o0 T-X a __j .7 STAPLES PER SQ YD p p° p 3 . Q ° o O 3 � _ i I 1 12 MIN. 1 OD O U 6 ou ma c 3 v o� O O °� O O O °O O ROCK APRO , V � : , �' �: _. ,`; Mulcting - POLYFELT TS704 FILTER O C�� o FABRIC (OR EQUAL) FLOW ~ ° O O ° O O ° ° O O O o Fine ravel X c X D O o O o �ou o O o O 9 a 0 0o o o ao a oo r ; 2 o O� O 00 CJQ FLOW face (! min n OOo OOo COQ thickness)'. `= stone �, ;, 4' x x 4 x x x x RIP -RAP IFILTER CLOT TAIL ���� =--� ltd �' �: A x� e! ram 40 l�i«� -��- �o l�ta��F us 2 t� straw epr 2o" 10" No SCALE N0.5 COURSE D50 7" ° ° mulch/acre or add annual Ryegrass 20 lbs/tracre` X X AGGREGATE RIP -RAP DITCH OR BAST _ w X X X BOTTOM CROSS-SECTION B Kerf'r, ky Bluegrass 60 lbs/acrek- or 40 Iba tall Fesc m plus 2 tans straw 20" 1.75 STAPLES PER SQ YD T � ��. ®� �` i�LET P TECTi mulch /ao�•e add annual Ry�egrass 3v lam/ -�. U_ M o N1 X X X CHECK O .. C' -� U NO SCALE C - Spring Oats 100 ib&loc •e -6 1 cn - - cn o D NO SCALE MAINTENANCE � .. � cv Inspect the structure weekly & after each storm event, removing sediment and - WheOt �. C C � p E MAINTENANCE making needed repairs immediately. Rye 150 /b�s./arc�'ec. v Z *Inspect check dams and the channel weekly & after each storm event and repair any damage immediately *When the contributing drainage area has been stablized remove and property W ,) c *If significant erosion occurs between dams, install a riprap liner in that portion of the channel dispose of any unstable E - Arux�a! Ryegrass 40 lb�s /o�crs. t! /b�/10�0�0 sq. D D U D *Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow sediment and construction material, and re- stablize F- -Sod 3.5 STAPLES PER SQ YD 3.8 STAPLES PER SQ YD drainage through the dam, and to prevent large flows from displacing sediment. G - Straw Elul ch 2 t *Add rock to the dams as needed to maintain height and cross section. ans /°Ire. *When the dams are no longer needed, remove the rock and stabilize channel, using an erosion -re- 1X4 WOOD = /I /= INLET 211X411 CROSS BRACING 1 -2f t /rrlgotlan nwdeal during Jun%JulYrand /or Seipfwter. sistant lining if necessary. WOOD Irrigation needed for 2 to 3 weeks after applying sod. ROCK WASHED OUT - results in channel cutting; repair the washes and replace the rock ®QQ 0�,� FRAME 1.5 ft. Um)e and fertilize to site spwfflc sdis tests or app)y fertilizer CD � 3 f t. (max) at a rate of 1000 lt& pier acre or 12-/2!2 or equNalent. (max) �'aaa o o It all swales shall be seeded with 2 lbs, Adelpthl bluegrass and CONCRETE 1 -2f t 2 Ibs.Perannlal Dw* rya or equlvaI&I peer /000 square feet. WASHOUT SIGN mulch with one bale of straw i0W square fed-Fertlllze I I 12 MIN with 5 lbs:of 20 5-5 per 10OA0 sgwre feet, t I t t t SEEDiMG CHART GRADE t t SHORELIME INSTALLATIOM NO SCALE I t MAINTENANCE -- _ ... t Ll INLET =Inspect weekly & after storm events, until the stand is successful) established. 1 �-- 2' MIN (Characteristics of a successful stand include: vigorous dark green y - • � g g nor bluish green seedlings writ 3 1 form density _with nurse plants, legumes, and grasses well inter - mixed; green leaves and the per - 3 4 COMPACTED BERM 3 ennials remaining reen throw hout the summer, at least at the plant base.) AROUND PERIMETER = I g . P . TEMPORMY SILT FEMCE DROP IMLET PROTECTIOM Pan to add fertilizer the following growing season according to soil test recommendations. 0 NO • =Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or re- seeding, and 10' x 1 ' MIN. O A MAINTENANCE SCALE mulchin . • •� 0 R S =If plan cover is s arse or itchy, review the plant materials chosen, soil fertility, moisture condi- • • •'•'- NEEDED TO CONTAIN =Inspect the fabric barrier weekly & after storm events, and make needed repairs immediately. P •'•'• • •'•'•'•'•'• =Remove •sediment from the pool area to provide storage for the next storm. Avoid damaging or tion, and mulching; en repair the affected area either by over - seeding or by re- seeding and • • • • • • • • • • WASTE CONCRETE undercutting the fabric Burin sediment removal. mulching after re- preparing the seedbed. • � • • ' • ' ' • • • �• • g =If vegetation fails to row, consider soil testing to determine acidity ' •'•''''•''•'•' ••'�'�'�'•'•'•' `•'�'•'• =When, the contributing drainage area has been stabirzed, remove and proper) dispose of all con -. • g g acidity or nutrient deficiency prob- 2 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO g p lems. (Contact our S CD or Cooperative Extension office for assistance.) � struction material and sediment, rode the area to the elevation of the to o the inlet, then stabilize. =If additional fer irzation is needed to et a satisfactory � ' LEVEL A ANY CONCRETE PLACEMENT ON SiTE. g fac ry stand, do so according th soil test recom- 0 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, mendations. 1 AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO ° U o o . 1 CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT o o o AREA TO OPERATORS OF CONCRETE TRUCKS. o o �� o 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED, ENLARGED 5 ,_,� ...� �-' OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR � ° ° ° WASTED CONCRETE. o , 3D J 2D , n n_ ION 000"� LEVEL B 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED 0 3:1 ._._.,. o D• o0 oa FROM SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. o �,0 N o00 r90 5. WHEN THE CONCRETE WASHOUT AREA 1S REMOVED, THE AREA SHALL ° BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN Ao 0 o o MANNER APPROVED BY THE INSPECTOR. o 0 000 0 oC : .r o r Lo o°oQ ooh ° 6 COMCRETE WASHOUT DETAIL U NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAPLES PLAN BLRANSKETS S MAY BE NECESSARY TO PROPERLY ANCHOR THE i I 3l) D50 7 RIP -RAP REFER TO GENERAL STAPLE PATTERN GUIDE FOR SHORE } � 15" THICK LINE INSTALLATIONS RIP-RAP SCHEDULE PIPE SYS 12 2 15 3 18 4 21 5 24 6 27 7 30 8.5 33 10 36 11.5 42 15 48 19 • DROP INLET %� sediment traps and barriers as and f U11UWing each runoff 1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION. PROTECTION ° `� ( t �g a 2D shown In the detal/s, event to review operating L BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME FERTILIZER AND SEED. REAR -YARD SWALE _ f 2. PREPARE SOl B 0 MAINTENANCE condltlon and needed 3. THE TOP EDGE OF THE BLANKET MUST BE ANCHORED IN A 6" DEEP X 6" WiDE TRENCH. BACKFILL AND s o of r o o �, �; *Inspect rock chutes after storm events for stone maintenance. Malntaln as COMPACT THE TRENCH AFTER STAPLING. --�- displacement and for erosion at the sides and ends necessary. " 1- of the apron 4. PLACE BLANKETS END OVER END WiTH A 3 TO 4 " OVERLAP. STAPLE THROUGH BOTH BLANKETS OF THE OVERLAPPED AREA, APPROXIMATELY 6" APART. ADJACENT SEAMS WHERE TWO BLANKETS SIDE BY SIDE ARE w " " --j w SECTION size stonneeded o no repairs ace them immediately; appropriate finished rode. JOINED MUST CONSIST OF A 4 TO 6 OVERLAP. �C P g Runoff Control and Install measures as shown on Inspect following each runoff BELOW NORMAL WATER LEVEL MUST BE. ANCHORED IN A 12" DEEP a RIP�RAP C onveyance the plans. Stabllize stream - event to review o rail 5. THE EDGE OF THE BLANKET THAT FALLS X 6 WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. (STONE MAY BE SUBSTITUTED p SUBSOIL ® TOPSOIL NO SCALE banks, as necessary. eondltlon and needed FOR SOIL BACKFILL.) Q STOCKPILE STOCKPILE > Q malntenanae. Malntaln as 6. FOR LONG BANKS, (TOP TO BOTTOM) USE VERTICAL INSTALLATION. w < D w n0XsSar3(. MAINTENANCE - p *During vegetative establishment, inspect after storm events for any erosion below the blanket. co *If an area shows erosion, pull back that portion of the blanket covering it, add soil, re -seed --� Land Cleat") and Clear D `������1�11 II flll�l��'/ the area and re-la and staple the blanket. HOUSE rig my areas necessary for Inspect MU /clung, seedlf)g and ���� /� �V1 * y P POST Gradl construction, After vegetative establishment, check the treated area periodically. ng etion, Apply temporary other measures on a regular or permanent stabllizatlon basis. Repair or replace as measures When Work Is completed necessary. ply nutrients to � A DRIVE or Substantlal/r delayed. areas Where need Is evident, ,,; = N o o • CHAMWEL IMSTALLATIORY B FLOW as vegetation become -.�� �' ?�' C, s i ''- -,� W: BACKFILL established. %.`�.l "''',•.,,,,,,,,,,,n „�,,.. �,��• NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS SIDEWALK-/ IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS A BUi1dI Construction Install necessary Sediment iris Week/ and after each CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER UNE B CURB INLET CURB - ' ry y REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOWIDE 0 PROTECTION CONSTRUCTION EXISTING SOIL barriers and temporary runoff event. Repair and CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES ENTRANCE I EXIT construction entrance, replace as iessory. NOTES: GROUN 6 "x6" TRENCH W Stabllize all disturbed areas POSITION TIHE STRUCTURE A MINIMUM OF LINE WHEN JOINING TWO OR MORE r � 18 INCHES ABOVE STREET LEVEL. SILT FENCES WRAP THE TWO Including soil stockpiles. 2 DIVERT STCJRMWATER RUNOFF AWAY FROM THE FILTER FABRIC END POSTS TOGETHER AT LEAST Seed and mulch wlthln 3 days of � t� STRUCTURE BY GRADING THE [AWN TO PROVIDE EXTENDS INTO TRENCH ONE FULL TURN, completion of grading. AT LEAST 6 INCHES OF VERTICAL FALL IN THE Q FIRST 10 FEET IN HORIZONTAL DISTANCE. SLOPE CHECIC J01A►1JIG FENCES SOIL EROSIOM AMD SEDIMEWIT COMTROL SPECIFICATIOMS o • • • • • • • • • • • • • • TYPICAL Rlprap SIVII have a D50, by welght, of 7 Inches. It shall be angular or sub- ar�ular In = = -•••- •••-••- • - , - shape and lace to a minlmum thickness of l5 Inches, unless otherwise s )fled. ............ • ��� �, . ♦ • ♦ • . NO SCALE MAINTENANCE NO SCALE p W ............. :.•.•.•.•.•.•.•.•.•.•.•:.- • r a i • • . • . • • . • • . - . • . NN 3 Ins ect the silt fence week( & after each storm event. •'•' ' ' ' ' ' '•' • '•'•'•'•'- ! � p y Protect trees dUrII79 construction. De not fill over roots. Contact develo r/e lneer • • • • • • 6 r �! ` 5 *If fence fabric tears starts to decompose, or i an becomes + • ♦ • ♦ • • p n y way bec m s replace the affected portion immediately. before cc.itting any trees over 6 Inches in diameter. �' `,, • • - - • • • • • *Remove deposited sediment when it reaches half o - � p h the height f the fence at its lowest point or is ` ♦ �' ` ` Eroslon control blanket shall be North American Green 5150 or uivalent. ♦ � � � • • • •. • • • • • ♦ causing the fabric to buldge. eQ � > > ♦ • • • ♦ • • • • • *Take care to avoid undermining the fence during clean out. *After the contributing drainage area has been stabilized, remove the fence and sediment deposits, ` • ` � • Refer to the lndlana Handbook for Erosion Control In Developing Areas and the Urban bring the disturbed area to grade, stabilize, �� • ♦ Development P/anning Guide for additional Informatlon, construction speclflcatlons and t� • malntenonce recommendations. The Hendricks County Soll and Water Conservation District ♦ ♦. 20-50 ft. and Natural Resources Conservation Service, In Danville, can be contacted at 13/71745 -2555. , 1Z ♦ i ♦ i • ♦ 7 C SILT. FENCE - ° ca 4 SILT FENCE _ � � 4 ,.}. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. o ° o Q �ofl °O °� LLI � O o° ° I - 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6 " WIDE TRENCH. s,, ° o BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. °o°° M � � FLOW op � 'All I 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL ! �- 2 -3 Lifts of #2 Stone (� TOE OF 4. PLACE BLANKETS END OVER END SHINGLE STYLE) WiTH A 6 OVERLAP. USE A DOUBLE ROW OF , M�� �1G AU, t GEOTEXTILE SLOPE " T TO SECURE BLANKETS. I STAGGERED STAPLES 4 APART E Z l , ES MUST E ANCHORED IN 6" DEEP X 6" WIDE .�Il. HIGHWAY FENC `V 5. FULL ENCH. BACKFILLL AND ON PACTATHEOTREQ CHIDAFTER STAPLING. B J1L � POSTS Q SLOPE 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED TEMP ORMW GRAVEL COMSTRUCTiON EAITRAAICE 1 41& L 2" FOR c35o MATTING � --- -T-- • -_- --�-- MOUND EARTH OVER I ( . } NO SCALE o TOE OF GEOTD(TILE 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT 1S RECOMMENDED AT 30 TO 40 FOOT MAINTENANCE EXISTING INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A *inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. - GROUND Project No: SECOND ROW 4 BELOW THE FiRST ROW IN A STAGGERED PATTERN. *Reshape pad as needed for drainage and runoff control. J " CURB-/ STREET ELEVATION 0411 6. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP X 6 WIDE TRENCH. Topdress with clean stone as needed. INLET BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. *Immediately remove mud and sediment tracked or washed onto public roads by brushing or PLAN Sheet No: MAINTENANCE sweeping. Flushing should only be used if the water is conveyed into a sediment trap Or basin. NOTE: SEE SILT FENCE DETAIL *During vegetative establishment, inspect after storm events for any erosion below the blanket. *Repair any broken road pavement immediately. FOR FENCE INSTALLATION EROSIOM CORIT L AT BASE OF SLOPE 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. �CE BEHIMD NO SCALE *After vegetative establishment, check the treated area periodically. SILT FE E CURB NO SCALE 2W of 26 \PW TP.mn \rimg1P56.1 \04191Pr:d _lion 10/1q/P005 P, 10, 1P PM COMSTRUCTIOM SEQUEMCE AMD �UIMTEMAMCE SCHEDULE � CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE Pre-construction Delineate important vegetation, Malntaln/ Re-lnstall markings natural or uNque areas, destroyed or removed. � to preserve,undlsturbed. W vJ Estobllshing Access install temporary gravel Clean entrance /street as construction entrance. Install necessary. Inspect weekly • DROP INLET %� sediment traps and barriers as and f U11UWing each runoff 1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION. PROTECTION ° `� ( t �g a 2D shown In the detal/s, event to review operating L BEFORE INSTALLING BLANKETS INCLUDING APPLICATION OF LIME FERTILIZER AND SEED. REAR -YARD SWALE _ f 2. PREPARE SOl B 0 MAINTENANCE condltlon and needed 3. THE TOP EDGE OF THE BLANKET MUST BE ANCHORED IN A 6" DEEP X 6" WiDE TRENCH. BACKFILL AND s o of r o o �, �; *Inspect rock chutes after storm events for stone maintenance. Malntaln as COMPACT THE TRENCH AFTER STAPLING. --�- displacement and for erosion at the sides and ends necessary. " 1- of the apron 4. PLACE BLANKETS END OVER END WiTH A 3 TO 4 " OVERLAP. STAPLE THROUGH BOTH BLANKETS OF THE OVERLAPPED AREA, APPROXIMATELY 6" APART. ADJACENT SEAMS WHERE TWO BLANKETS SIDE BY SIDE ARE w " " --j w SECTION size stonneeded o no repairs ace them immediately; appropriate finished rode. JOINED MUST CONSIST OF A 4 TO 6 OVERLAP. �C P g Runoff Control and Install measures as shown on Inspect following each runoff BELOW NORMAL WATER LEVEL MUST BE. ANCHORED IN A 12" DEEP a RIP�RAP C onveyance the plans. Stabllize stream - event to review o rail 5. THE EDGE OF THE BLANKET THAT FALLS X 6 WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. (STONE MAY BE SUBSTITUTED p SUBSOIL ® TOPSOIL NO SCALE banks, as necessary. eondltlon and needed FOR SOIL BACKFILL.) Q STOCKPILE STOCKPILE > Q malntenanae. Malntaln as 6. FOR LONG BANKS, (TOP TO BOTTOM) USE VERTICAL INSTALLATION. w < D w n0XsSar3(. MAINTENANCE - p *During vegetative establishment, inspect after storm events for any erosion below the blanket. co *If an area shows erosion, pull back that portion of the blanket covering it, add soil, re -seed --� Land Cleat") and Clear D `������1�11 II flll�l��'/ the area and re-la and staple the blanket. HOUSE rig my areas necessary for Inspect MU /clung, seedlf)g and ���� /� �V1 * y P POST Gradl construction, After vegetative establishment, check the treated area periodically. ng etion, Apply temporary other measures on a regular or permanent stabllizatlon basis. Repair or replace as measures When Work Is completed necessary. ply nutrients to � A DRIVE or Substantlal/r delayed. areas Where need Is evident, ,,; = N o o • CHAMWEL IMSTALLATIORY B FLOW as vegetation become -.�� �' ?�' C, s i ''- -,� W: BACKFILL established. %.`�.l "''',•.,,,,,,,,,,,n „�,,.. �,��• NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS SIDEWALK-/ IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS A BUi1dI Construction Install necessary Sediment iris Week/ and after each CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER UNE B CURB INLET CURB - ' ry y REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOWIDE 0 PROTECTION CONSTRUCTION EXISTING SOIL barriers and temporary runoff event. Repair and CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES ENTRANCE I EXIT construction entrance, replace as iessory. NOTES: GROUN 6 "x6" TRENCH W Stabllize all disturbed areas POSITION TIHE STRUCTURE A MINIMUM OF LINE WHEN JOINING TWO OR MORE r � 18 INCHES ABOVE STREET LEVEL. SILT FENCES WRAP THE TWO Including soil stockpiles. 2 DIVERT STCJRMWATER RUNOFF AWAY FROM THE FILTER FABRIC END POSTS TOGETHER AT LEAST Seed and mulch wlthln 3 days of � t� STRUCTURE BY GRADING THE [AWN TO PROVIDE EXTENDS INTO TRENCH ONE FULL TURN, completion of grading. AT LEAST 6 INCHES OF VERTICAL FALL IN THE Q FIRST 10 FEET IN HORIZONTAL DISTANCE. SLOPE CHECIC J01A►1JIG FENCES SOIL EROSIOM AMD SEDIMEWIT COMTROL SPECIFICATIOMS o • • • • • • • • • • • • • • TYPICAL Rlprap SIVII have a D50, by welght, of 7 Inches. It shall be angular or sub- ar�ular In = = -•••- •••-••- • - , - shape and lace to a minlmum thickness of l5 Inches, unless otherwise s )fled. ............ • ��� �, . ♦ • ♦ • . NO SCALE MAINTENANCE NO SCALE p W ............. :.•.•.•.•.•.•.•.•.•.•.•:.- • r a i • • . • . • • . • • . - . • . NN 3 Ins ect the silt fence week( & after each storm event. •'•' ' ' ' ' ' '•' • '•'•'•'•'- ! � p y Protect trees dUrII79 construction. De not fill over roots. Contact develo r/e lneer • • • • • • 6 r �! ` 5 *If fence fabric tears starts to decompose, or i an becomes + • ♦ • ♦ • • p n y way bec m s replace the affected portion immediately. before cc.itting any trees over 6 Inches in diameter. �' `,, • • - - • • • • • *Remove deposited sediment when it reaches half o - � p h the height f the fence at its lowest point or is ` ♦ �' ` ` Eroslon control blanket shall be North American Green 5150 or uivalent. ♦ � � � • • • •. • • • • • ♦ causing the fabric to buldge. eQ � > > ♦ • • • ♦ • • • • • *Take care to avoid undermining the fence during clean out. *After the contributing drainage area has been stabilized, remove the fence and sediment deposits, ` • ` � • Refer to the lndlana Handbook for Erosion Control In Developing Areas and the Urban bring the disturbed area to grade, stabilize, �� • ♦ Development P/anning Guide for additional Informatlon, construction speclflcatlons and t� • malntenonce recommendations. The Hendricks County Soll and Water Conservation District ♦ ♦. 20-50 ft. and Natural Resources Conservation Service, In Danville, can be contacted at 13/71745 -2555. , 1Z ♦ i ♦ i • ♦ 7 C SILT. FENCE - ° ca 4 SILT FENCE _ � � 4 ,.}. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. o ° o Q �ofl °O °� LLI � O o° ° I - 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6 " WIDE TRENCH. s,, ° o BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. °o°° M � � FLOW op � 'All I 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL ! �- 2 -3 Lifts of #2 Stone (� TOE OF 4. PLACE BLANKETS END OVER END SHINGLE STYLE) WiTH A 6 OVERLAP. USE A DOUBLE ROW OF , M�� �1G AU, t GEOTEXTILE SLOPE " T TO SECURE BLANKETS. I STAGGERED STAPLES 4 APART E Z l , ES MUST E ANCHORED IN 6" DEEP X 6" WIDE .�Il. HIGHWAY FENC `V 5. FULL ENCH. BACKFILLL AND ON PACTATHEOTREQ CHIDAFTER STAPLING. B J1L � POSTS Q SLOPE 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED TEMP ORMW GRAVEL COMSTRUCTiON EAITRAAICE 1 41& L 2" FOR c35o MATTING � --- -T-- • -_- --�-- MOUND EARTH OVER I ( . } NO SCALE o TOE OF GEOTD(TILE 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT 1S RECOMMENDED AT 30 TO 40 FOOT MAINTENANCE EXISTING INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A *inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. - GROUND Project No: SECOND ROW 4 BELOW THE FiRST ROW IN A STAGGERED PATTERN. *Reshape pad as needed for drainage and runoff control. J " CURB-/ STREET ELEVATION 0411 6. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 DEEP X 6 WIDE TRENCH. Topdress with clean stone as needed. INLET BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. *Immediately remove mud and sediment tracked or washed onto public roads by brushing or PLAN Sheet No: MAINTENANCE sweeping. Flushing should only be used if the water is conveyed into a sediment trap Or basin. NOTE: SEE SILT FENCE DETAIL *During vegetative establishment, inspect after storm events for any erosion below the blanket. *Repair any broken road pavement immediately. FOR FENCE INSTALLATION EROSIOM CORIT L AT BASE OF SLOPE 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. �CE BEHIMD NO SCALE *After vegetative establishment, check the treated area periodically. SILT FE E CURB NO SCALE 2W of 26 \PW TP.mn \rimg1P56.1 \04191Pr:d _lion 10/1q/P005 P, 10, 1P PM I. GENERAL NOTES TYPICAL SANITARY SEWER SPECIFICATIONS 1. All work shall be performed in conformance with the Subdivision Control Ordinance TO BE USED FOR PRIVATE SEWER DEVELOPMENT for the City of Carmel and all other ordinances which pertain to this type of work. WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT 2. No changes in or departure from the plans or specifications shall be made without REVISED MAY 2002 250 ft prior approval, in writing, by the Engineer. 350 ft 3. The Contractor shall be responsible for obtaining all Federal, State, County and 1. Standard specifications of the District and Indiana Department of Transportation shall apply 0.360 L Town permits, or any other permits required. 3:46 for all work and materials. Pipe shall be installed in accordance with Section 715. 4. Before construction begins, the contractor shall field verify the location of all utilities, 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 3:46 and contact all utility companies to locate all mains, conduits, service lines, etc., in 5:40 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic 0.854 L the construction area and shall protect ail such utilities during construction. 5:40 having a cell classification of 124548_ 5. Before construction begins, the contractor shall notify the Owners, the City of Carmel 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. 6:24 and/or the Owners Engineer so that an inspector may be present. 7:34 Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and 6. It shall be the responsibility of the Contractor to maintain quality control throughout the 7:34 minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall 7:34 project; failure to do so may result in removal and replacement of the defective work. 8:52 be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe 11:24 It is recommended that the Developer have a qualified inspector on the job site at all 8:26 bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of 2.374 L. times during construction. 9:28 specifications. Gaskets for elastomenc joints shall be molded with a minimum crosssectional 7. It is essential that the work to be done in conjunction with this project shall be 13:51 area of 0.20 square inches and conform to ASTM F-477 specification. Fittings 17:48 Installed according to these specifications. The Engineer will be required to certify 11:20 shall be manufactured by Harco or equal. 3.418 L to certain portions of this project upon completion. Therefore, it is necessary to 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C^478 14:15 obtain approval and acceptance by the town that construction was done in compliance 19:58 and Section 720.0 -rings shall conform to CA43. Kent Seal or equivalent shall also be 25:38 with these plans and specifications. 14:10 applied to all joints and between riser rings and castings. Manhole step spacing shall be no 8. The Engineer shall be notified of all field tile located on the site during construction. 14:10 more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM 22:15 All such field the shall be incorporated into the storm sewer system so that It remains 31:09 01244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air 40:04 in working condition. 17:00 133 9. Plans shall be bid as a working system. Any errors or omissions shall be brought to Pressure (Vacuum) Test. 25:38 the attention of the Engineer prior to construction. In the event of the Contractor's failing 38:27 A. Installation and operation of vacuum equipment and indicating devices must be in 51:16 to give such notice, he shall be held responsible for the results of any such errors or N� 21 accordance with manufacturers recommendations and performance specifications 114 omissions and the cost of rectifying the same. 18:60 which have been provided by the manufacturer and accepted by the Engineer. The 10. Liability insurance policy shall be furnished to the Developer before any work is 52:21 vacuum equipment must be capable of tesfing the entire manhole, including the 69:48 started. 24 casting and riser rings. 89 13.674 L 22:47 B. With the vacuum tester set in place: 11. CLEARING AND GRUBBING 68:22 1. Connect the vacuum pump to the outlet port with the valve open. 1. Clearing and grubbing shall consist of cutting, removal and satisfactory disposal of all 27 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 88 trees, down timber, brush, projecting roots, stumps, rubbish, boulders, broken concrete, 28:51 C. Accepted standards for leakage will be established from the elapsed time for a 57:41 fencing (as designated), and other material on the project site and within the boundary 86:32 negative pressure change from ten (10) inches to nine (9) inches of mercury. The 115:22 as shown on the Construction Documents and /or as designated by "construction limits ". 30 maximum allowable leakage rate for a four (4) foot diameter manhole must be in 2. Special care shall be taken to insure that trees to be left remaining in the project area 35:37 accordance with the following: 71:13 shall not receive limb, bark or root injuries. When such injuries occur, all rough edges 108:50 Minimum Elapsed Time for a '142:25 of scarred areas shall be removed in accordance with accepted horticulture practice. 33 Manhole Depth Pressure Change of 1 Inch Hg 3. All "unsuitable material' from clearing operations stated above shall be removed to 49:05 10 feet or less 60 seconds 88:10 disposal area(s) off of the project site; unless a "Bury Pit" shall be utilized in an area 129:18 >10 feet but <15 feet 75 seconds 172:21 where it shall not be beneath building areas and/or pavement areas and shall not be 38 >15 feet but <25 feet 90 seconds 86 located in an area where storm drainage structures shall be located or where 61:17 76:55 102:12 impoundment of surface drainage may occur. Written permission of project owner must 153:80 For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for 205:07 be obtained for bury pit construction on site, including location. manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time 4. Materials shall not be disposed of by burning unless a permit is secured from the Indiana requirements for four (4) foot diameter manholes. For all manholes deeper than Department of Environmental Management and approval is granted by the local Fire twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed Marshall. time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and III. TREE REMOVAL AND PROTECTION repairs must be repeated until the manhole passes the test. 1. Trees shall be removed from the project site only shown on the plans. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be 2. The Contractor shall endeavor to save and protect trees of value and worth which do disassembled and the joint sealants replaced. not impair construction of improvements as designated. In the event cut or fill exceeds F. Manholes will be subject to visual inspection with all visual leaks being repaired. 0.5 foot over the root area, the Developer shall be consulted with respect to protective 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- measures to be taken, if any, to preserve such trees. inches below each joint. The appropriate primer shall be applied prior to applying the rubber 3. The contractor shall be responsible for determining the method for protection of tops, coating. Inside joints to be filled with precaat plug material. trunks and roots of existing trees on the project site that are to remain. Existing trees 6. The manhole chimneys, including all riser rings shall be sealed using Infi- Shield Uniband subject to construction damage shall be boxed, fenced or otherwise protected before any or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting adjacent work is stared. Earth or material and equipment shall not be stockpiled or stored frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top within the spread of branches. Branches which need to be removed or are broken shall be neatly trimmed. 7. of the cone section to 2- inches over the fan e of the manhole casting frame. The casting elevations are set by plan. Hov�•�:�ve ;the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing IV. STRIPPING OF TOPSOIL grade. New manhole ring and cover shall be installed to establish grade. Maximum height 1. The Contractor shall remove all topsoil from the areas to be graded as shown on the plans. of adjusting rings shall be 12- inches. Topsoil shall be removed to a depth of 6 inches or deeper, if necessary, to remove 8. Backfill around all structures and all cuts udder paved areas with granular material. vegetative matter where required. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material 2. Topsoil shall be kept separated from suitable fill materials and shall not be used as fill in accordance with Section 211. Backfill undnr sidewalks shall be granular, unless the walks under pavement and /or building areas. are constructed a minimum of 6 months after backfill has been in place. 3. Topsoil shall be stored at the location shown of where it does not interfere with construction 9. The Contractor shall be responsible for iverifying that all state highways, city, and county operations. Topscll storage areas shall be temporarily seeded as provided in the erosion permits have been obtained by the developer prior to start of construction. control plan. Excess topsoil shall be removed from the site, and only at the discretion of 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, the Owner. Topsoil storage areas shall be approved in writing by the Owner. marked in red pencil, showing actual sewer location and invert, to include lateral location, 4. Topsoil shall be reasonably free from subsoil debris and stones. depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall V. GRADING be indicated on the surface with a metal fence post set immediately above the said 1. The Contractor shall perform all grading operations to bring subgrades, after final termination point. compaction, to the required grades and sections for site improvement. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. 2. Subgrade shall be proofrolled with suitable equipment and all spongy and otherwise Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an unsuitable material shall be removed and replaced with suitable materiai. Engineer and a representative of the District. The testing shall be in accordance with Table 3. Subgrade for streets shall be prepared in compliance with section 207 of the iNDOT 1. Add 0.5 psig for each foot of water above the sewer line being tested. standard specifications, or its latest revision, for all areas of street construction. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in Subgrade shall be compacted to 100% of standard proctor in the upper 6 inches of depth. place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test Depths of embankment below the upper 6 inches shall be compacted to 95% of standard results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, proctor. and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. 4. No earth shall be removed from the site without permission from the engineer and owner. Proving rings shall be available. 5. All fill material shall be formed from soil free of deleterious material. Prior to placement 13. All mandrel testing shall be observed by a professional engineer representative for of fill, a sample of the proposed fill material should be submitted to the developer's certification and a representative of the District. representative for his approval. The fill material should be placed in layers not to exceed 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of six (6 ") inches in loose thickness and should be spread and dried to a moisture content withstanding a low pressure air test without leakage. which will permit proper compaction. 16. Bedding for flexible pipe shall be No. 6 crushed stone from 6- inches below the pipe to 12- 6. All fill material in areas outside of building and pavement areas shall be compacted lightly inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches and protected from erosion. Areas of building construction shall not have unsuitable below the pipe to the spring line of the pipe and from this point to 12- inches above shall be material placed in that location, and fill shall be compacted in accordance with the Soil fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed Engineer's report (minimum of 95% standard proctor). These areas shall be determined stone bedding. by the developers representative. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3-6 -9. 7. Ail fill materials in excess of two (2) feet shall be considered as structural fills, and shall 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be be compacted in six (6 ") inch lifts with compaction tests required for each lift. properly protected and/or barricaded when left unattended. Compaction for all structural fill areas shall be 95% standard proctor, and test results 18. No water shall be permitted to flow into the sanitary sewer system during construction. shall be submitted to the Owners engineer and /or representative. 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 same 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 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 SEINER. 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. ... \PW Temo \dms12563 \04151soc.dan 10/19/2005 2:18:41 PM TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FORA 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum rimemims Length for Minimum Time ft Time for Longer Length, S Specification Time for Length (L) Shown, mints 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 14:10 17:48 22:15 26:42 31:09 35:36 40:04 mm� 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 N� 21 moomm"NOWNWOMM - - 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 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 35:37 53:26 71:13 89:02 108:50 124:38 '142:25 x160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 '107:49 129:18 '150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 VII. EROSION PROTECTION (See Erosion Control Plan and Details) 1. The Contractor shall provide adequate erosion protection measures during and after construction. Following are methods to be employed and materials to be used: A. Riprap required at location designated on the plans. Riprap to be a size of D50= 7 ", a minimum of 15" thick. B. All collector swales shall be seeded and have an erosion control blanket. The erosion control blanket is to be placed in the flow line and on all slopes 3:1 or greater. Follow manufacturers specifications for laying and securing the erosion control blanket. C. Construction operations conducted on all property shall be neatly finish graded and mulch seeded. D. All inlets are to be protected, to prevent siltation in the storm sewer system. E. Permanent seeding is required from back of curb to right- of-way along all new street construction. F. See seeding requirements found elsewhere in these specifications. VIII. STORM SEWER CONSTRUCTION 1. Storm Sewer to be constructed per Hamilton County Standards for Storm Drainage Design. IX. UTILITIES 1. Water line to be constructed per Veolia Water Indianapolis Specifications. For general information, shop drawings, standards, related work, materials installation, sterilization and testing see latest revisions dated 01/01. 2. Electric, Telephone, Cable and Gas A. Conduit shall be required for all crossings under pavement areas. B. Granular backfill shall be required for all crossings under pavement areas. C. Concrete pads for electric and telephone transformers shall be set at the approximate ground grade as shown on the Grading and Drainage Plans for the respective locations. D. The contractor is to coordinate with the utility companies so that they may install their needed facilities prior to curbs and paving. A minimum of seven working days is required. X. GRANULAR BACKFILL 1. Granular backfill shall be in accordance with City of Carmel and Hamilton County standards. XI. PAVEMENT CONSTRUCTION 1. Pavement Construction to be per City of Carmel specifications. XII. CONCRETE CURB AND WALKS 1. Concrete Curbs and Walks to be constructed per City of Carmel specifications. XIII. FINISH GRADING AND SEEDING 1. Over the approved rough grade (see Section V), spread 4 inch minimum of topsoil to such depth as will finish to the required finish grades and contours after rolling and natural settlement. New grades shall slope uniformly between levels established on the plans, and intersections of new grades with existing grades shall be uniform and smooth. 2. Fertilizer shall be spread uniformly over the area to be seeded. It shall be mixed into the top two inches of soil with a disk harrow, rotary tiller, or other approved equipment. 3. A permanent seeding mixture in the areas where stripping, cuts, or fills have been graded shall be seeded for silt and erosion protection at a rate of 90 pounds per acre with a mixture as follows: 18 lbs. Kentucky Bluegrass, 18 lbs. Park Kentucky Bluegrass, 18 lbs. Delta Kentucky Bluegrass, 10 lbs. Penniawn Fescue, and 26 lbs. Annual Ryegrass. Wood cellulose fiber, straw or mulch, as approved by the Engineer, shall be applied at a rate of 4 tons per acre. Seeding mixture rates, including fertilizer and mulch, should be seeded during March 1 to May 10th, or from August 10 to September 30th, and immediately following the land grading or construction completion, preferably the same day while soil conditions are moist and loose for best results. 4. if final lot grading is not done within a timely manner, then a temporary cover shall be seeded 40 lbs. of annual rye -grass per acre and 40 lbs. of Kentucky 31 Fescue (or approved equal) 0 0 .W E ..(2) 0 ' C � � cri � U CD ° o . �- m C� C3 U cr3 ❑ LL Z c� =. w .� a- ' Ah'\ �r111�1� Q la Q op U t w t\ i - rn _ %4 0. �4 LQ Project No: 04151 Sheet No: 1,116 2 Of Z6 1 //-TRUNK LINE A MINIMUM 4" DIA PIPE CLEANOUT LATERAL MIN. SIZE 6" SHALL BE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WALL V 1/8 BEND A PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 1O CZ WATERTIGHTNESS. 'COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. 1/8 BEND IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1/8 BEND. SERVICE WYE 3' FROM BUI jDING Yp PLAN VIEW MI-- NFALL 1 /4 " /FT BELL HOLES SHALL BE PROVIDED UNDER PIPE ELEVATION I BLDG LATERAL MIN SIZE 4" 1" C.I. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C. 300 ��RIGHT -OF -WAY LINE FOR CONNECTIONS LESS THAN 15' DEEP SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP} NO SCALE BACKFILL WITH CLEAN GRANULAR ' MATERIAL PER REQUIREMENT Jy- OF INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION r z IN WIDTH 1.25(O.D.)+12' `r TO 95% PROCTOR DENSITY) ' 1 c rt x 7 N LY. +8 CRUSHED STONE OR 08 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO ;.., � ;� ,wj� ,. 1/2 O.D., PER DPW SPECS 08 CRUSHED STONE OR 08 LN�,�z fit; ;s ` (DPW SPECS) FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN TO ..........4<j . 1/2" O.D. 1/2 O.D. +12" PER DPW SPEC �< �t - r tt 4" MIN 3 MIN (BELOW THE BARREL �� �,. _s ° > >`F ; rj >Y� a^u K�; (BELOW THE BELL) s8 CRUSHED STONE OR s8 FRACTURAL FACE AGGREGATE, BELL HOLE EXCAVATED, FLEXIBLE PIPE BEDDING DETAIL PVC & HOPE PIPE NO SCALE .A-- An /An InnnC 11. An. A7 nU SANITARY SEWER BENCH SLOPE— 1/2" PER FOOT STANDARD MANHOLE BENCHES NO SCALE PLACE 1/2" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL) 30 12' DIA. PLAN VIEW Wu PRECAST CONCRETE t . = ADJUSTING RING OR ' f;. FLANG OF CASTING r NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED RISER RING 1/4" GASKET MATERIAL (TYP) THICKNESS SEE SPECS. 4" TO 12" 30 "' DLA. OUTSIDE DIA. GASKET DETAIL 34' OR 36" SECTION A —A ADJUSTING RING NO SCALE BUTYL RUBBER BASE -� EXTERIOR BACKPLASTER MATERIAL. 1/4" +1/16" MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO CASTING, PER DPW SPECS. O —RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) 3 3" MIN MIN 6" OR 8" PER SECTION 5.04E DPW SPECS FRAME & COVER AS SPECIFIED (SEE SECTION 5.04 —G) PRECAST CONCRETE ADJUSTER RINGS 4' MIN -12' MAX (SEE DETAIL) 48" OR 60" SEE SECTION 5.04K DPW SPECS PIPE SIZE 8' -15' 18' & OVER BEDDING BELOW THE PIPE BARRE 0.0./4 MIN -4' O.D. /4 MAX -8' FLEXIBLE PIPE BEDDING DETAIL PVC & HOPE PIPE NO SCALE .A-- An /An InnnC 11. An. A7 nU SANITARY SEWER BENCH SLOPE— 1/2" PER FOOT STANDARD MANHOLE BENCHES NO SCALE PLACE 1/2" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL) 30 12' DIA. PLAN VIEW Wu PRECAST CONCRETE t . = ADJUSTING RING OR ' f;. FLANG OF CASTING r NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED RISER RING 1/4" GASKET MATERIAL (TYP) THICKNESS SEE SPECS. 4" TO 12" 30 "' DLA. OUTSIDE DIA. GASKET DETAIL 34' OR 36" SECTION A —A ADJUSTING RING NO SCALE BUTYL RUBBER BASE -� EXTERIOR BACKPLASTER MATERIAL. 1/4" +1/16" MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO CASTING, PER DPW SPECS. O —RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) 3 3" MIN MIN 6" OR 8" PER SECTION 5.04E DPW SPECS FRAME & COVER AS SPECIFIED (SEE SECTION 5.04 —G) PRECAST CONCRETE ADJUSTER RINGS 4' MIN -12' MAX (SEE DETAIL) 48" OR 60" SEE SECTION 5.04K DPW SPECS ECCENTRIC CONE SECTION NOTE., MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS REBAR a 12' O.C. —B.W. r '-BEDDING: MATERIAL 6" +2 STONE Manholes shall include steps. Sanitary sewer standards revisions shall be that steps are to be polypropylene coated steel reinforcing or an approved non - corrosive fiberglass material. The copolymer polypropylene shall meet the requirements of ASTMD - 4101 with deformed 3/8' diameter or larger reinforcing steel conforming to ASTM A - 615, Grade 60. Steps shall be a maximum of 24' from top, 24' from bottom and 16' spacing between. STANDARD MANHOLE FOR PIPE SIZES thru 24" (STRAIGHT THRU) NO SCALE DROP PIPE i BUTYL RUBER BASE EXTERIOR BACKPLASTER MATERIAL. 1/4" MINIMUM THICKNESS FROM 2" BELOW TOP OF CONE TO CASTING, PER SPECS. CONC. DAM—ADJUST TO SUIT PIPE DIAMETER —N AND FLOW PLAN BENCH WALL 1 NL FRAME & COVER AS SPECIFIED PRECAST CONCRETE ADJUSTER RINGS 4" MIN - 12" MAX SEE ADJUSTING RING DETAIL BENCH WALL —(SEE DETAIL TO THE LEFT) . f j `-�lrr 6j' �rftrf jr .rrs rr,�}rf •r��-r'�.!'j�r'i ^J � l` 1211 �� t,. s ✓' ���' r'J r� f:J'� r,-'.F.rrf � J.f��ri/' �r`lr f�q =NCH ' , �; i..;,7-r� , MIN 6" L4 0 0 12" .C.- BOTHWAYS BEDDING MATERIAL: 6" 02 STONE PRECAST OUTSIDE DROP MANHOLE NO SCALE N co C 0 .CO a� !z . i < .A <. b li .•1 r .i P w`a .a ECCENTRIC CONE SECTION NOTE., MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS REBAR a 12' O.C. —B.W. r '-BEDDING: MATERIAL 6" +2 STONE Manholes shall include steps. Sanitary sewer standards revisions shall be that steps are to be polypropylene coated steel reinforcing or an approved non - corrosive fiberglass material. The copolymer polypropylene shall meet the requirements of ASTMD - 4101 with deformed 3/8' diameter or larger reinforcing steel conforming to ASTM A - 615, Grade 60. Steps shall be a maximum of 24' from top, 24' from bottom and 16' spacing between. STANDARD MANHOLE FOR PIPE SIZES thru 24" (STRAIGHT THRU) NO SCALE DROP PIPE i BUTYL RUBER BASE EXTERIOR BACKPLASTER MATERIAL. 1/4" MINIMUM THICKNESS FROM 2" BELOW TOP OF CONE TO CASTING, PER SPECS. CONC. DAM—ADJUST TO SUIT PIPE DIAMETER —N AND FLOW PLAN BENCH WALL 1 NL FRAME & COVER AS SPECIFIED PRECAST CONCRETE ADJUSTER RINGS 4" MIN - 12" MAX SEE ADJUSTING RING DETAIL BENCH WALL —(SEE DETAIL TO THE LEFT) . f j `-�lrr 6j' �rftrf jr .rrs rr,�}rf •r��-r'�.!'j�r'i ^J � l` 1211 �� t,. s ✓' ���' r'J r� f:J'� r,-'.F.rrf � J.f��ri/' �r`lr f�q =NCH ' , �; i..;,7-r� , MIN 6" L4 0 0 12" .C.- BOTHWAYS BEDDING MATERIAL: 6" 02 STONE PRECAST OUTSIDE DROP MANHOLE NO SCALE N co C 0 .CO a� !z U) EL ZI tttttttt>J tttt... w F mr (9 W C/) — 0 C) 0 z z tttttttt�. � tttttt.� rt01 —' w wcc F- :2 Q � D z oc U) U V \ \0� z 44j W Ld n 'V 0 O o � '.WW�Nc ro � Me m Project No: 04151 Sheet No: as of as LO L_ N� = z o N C rn C 0 Y 0 0 O CD O D U Cn O U) EL ZI tttttttt>J tttt... w F mr (9 W C/) — 0 C) 0 z z tttttttt�. � tttttt.� rt01 —' w wcc F- :2 Q � D z oc U) U V \ \0� z 44j W Ld n 'V 0 O o � '.WW�Nc ro � Me m Project No: 04151 Sheet No: as of as ~' OFFICE OF THE HAMILTON COUNTY SURVEYOR •'0FF CE: ' OF THE-. 14AMILTO -N OUNTY ' 'SU-��'��OR�. • • ' NOTE: • 't�NDEgW'A' -ER DISCHA;RG -ENOT • ALLOW-ED,' ��s -rBSL FEHCB c�T'� POSx • EXTENSION TO BE SECURED TO STEEL POST • . IN 2 LOCATIONS •- HYDROSEEDED &; WieH OR. --SEED & 9150 BI ANKET•• AS- OPFCIFIED • TEMPORARY EXTENSION ABOVE GROUND • • : IL CAP A TAPE .. • . TO BE REMOVED UPON CONNECTION TO EDGE OF PAVEMENT SAFETY,EDGE HOUSE. CURB, GUTTER OR . • . MIN. 6" TOPSOIL � � � g� ( IN. F�oM u BACK OFBCURB.O HE MEASURED SIMILAR STRUCTURE 4 IN THE PUBLIC R/W TO ENSURE GRASS 1; . ' SODD GROWTH IF NOT - tCROSSDHAT(ED) � EXTENSION y Psi � IF 1ExTEN9ION Is NOT UTILIZED. IT • is TO BE UNDER PAVEMENT • - .' _ CAPPED BELOW GROUND LEVEL. GREATER THAN 5' END SECTIt, e I cc LATERAL LOCATIONS SHALL BE STAMPED R.C.P. STORM 'SEVER ~ i PROPOSED i ON CURB. (SEE CURB STAMP DETAIL) NORAL POOL GRADE • ::;i ::;i ::;i :• PRECAST END SECTION •• Lv MAX. . . • REGUIR9 ANCHOR: SSE ANCHOR DETAIL r� / OPTIONS -FOR 9ND SBCTICiNS: / / a -METAL: E UI S TOE PUTS 1 �; �,� ` r • T . R Q RS - PRECAST. SHOWN - �; / % / v • • b v • b • b • • • - CQNCRTE SLOPEWALL• G 0N RIIRAP ; �/� - • . . . BL B KIJT iR g! NOTCH RIP-RAP INTO , • - r • r • • f - CONCRETE H1ADWALL RENO IATTEESS SLOPE AS SHOWN �� OR USE RENO MA'y'rRE33 /\ / SLOPEO. •• ri REGULAR BACKFILL . 9_:1_� • .; SL P •8 WASHED GRAVIII. • � : ' wn OR CLASS "A" x SODDED AREA WASHED STONE ti �p (CROSS - HATCHED) a r� v BORROW OR EQUIV. `% a REDUCING T 1\ GRANULAR MATERIAL _. ..:r•::r •: �� . • :1;. ::;.s•; t STORM SEVER r �t 0 REQUIRED COMPACTED TO 90/ r . %• • STANDARD PROCTOR ''' '''''i' •`' '' .- 't' =...._ 't .; •° .. _ . DENSITY IYUT9 & MINIMUM SLOPE 0.30X --I + • WASHERS 1 ' Bc . ' 3" u1Nlavu aw 8:3D UIN• . 12" MIN. NOTE: NOT& 18" MAX. G &INITIAL BACKFILL MIN. 9" CLEARENCE SHALL .. TIES SHALL 1SB DOUBLE WALL- SUO07H.WALL ALL BEDDING TOP VIEW PERFORATED PLASTIC PIPE. SHALL BE INSTALLED IN 6 BE PROVIDED ON EACH SIDE MINIMUM a « SUB SURFACE DRAIN �� STALLED PIPE - D -PIPE DIALIB'l'BR TO 12 BALANCED LIFTS OF THE IN • :` TYPICAL SSD LATERAL DEPTH OF BEEDING LAKE.'OUTLET DETAIL. MATERIAL BELOW PIPE LEGEND TO INDIVIDUAL LOTS ALONG STREETS - . � ' - _ - N OPTION � • Ft�R LAKE CROSS SECTIO D (d) MIN. 6c �' OUTSIDE DIAMETER .. - • (DRAWING NO'T TO SCALE) D INSIDE DIAMETER (DRAWING NOT TO SCALE) 27" & SMALLER 3�� d - DEPTH OF BEDDING � • OFFICE HAMILTON COUNTY SURVEYOR`S OFFICE 3o TO 60 4 HAMILTON COUNTY SU-RVEYO� S 66" 7GREATER 6" MATERIAL BELOW PIPE 1 JAN 2000 REVISED: • REV ISE.D• ._..._.- ...._._.._.� 6 JUN 80!0:5 FIG. 501 -08 ' •STAN DARD PLAN `` STANDARD PLAN APFROVE•D_ : • APPROVED: SSD-1 ��� C TE KPNTON C. N IiAItILTQ COUNTY SURVEYOR. :D VE �' K C. WARD AMILTON COUNT SURVEYOR DATE PRED TREFUCH GREATER THAN 5' FROM EDE OF PAVEMENT NO SCALE EDGE OF PAVEMENT CURB GUTTER OR SIMILAR STRUCTURE MIN. 6" TOPSOIL IN THE PUBLIC R/ W TO ENSURE GRASS GROWTH IF NOT V OR LESS UNDER PAVEMENT Y95�)W Y)IYA 11: 1 E� 1 E�] I MIN.1.25' Bc + 12" ABET BORROW OR EQUIV. ...; ..,:•..,; •.: ••. •.:: .0 GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR ' DENSITY BC NOTE: ALL. BEDDING & INITIAL BACKFILL MIN. 9" CLEARENCE SHALL SHALL BE INSTALLED IN 611 BE PROVIDED ON EACH SIDE TO 12" BALANCED LIFTS OF THE INSTALLED PIPE DEPTH OF BEEDING MATERIAL BELOW PIPE LEGEND D (d) MIN. Bc - OUTSIDE DIAMETER --- - •---D - INSIDE DIAMETER 27" & SMALLER 31 d - DEPTH OF BEDDING 30" TO 60" 411 MATERIAL BELOW PIPE 66" 7GREATER 6" FIG. 501-07 ECOAX01102ETE P I TREMICH D AIL WITHIN 5' FROM EDGE OF PAVEMENT NO SCALE 76" ' 1I • ♦ M • •. 6" . • 'N fi4" o • 6" C% • p A p O fQ • CO CASTING AS _ T'C'—\ SPECIFIED ♦ 24" X 64" W• cc Ir PIPE i Q i PIPE co 1 1 " X 76" BASE 6f, CLASS "All A 11 6 36 CONCRETE NOTE: CONCRETE PRECAST 6" 'B' BORROW DOUBLE iAYLET NO SCALE OFFICE OF THE HAMILTON' COUNTY `SURVEYOR'. DEBRIS GUARD� SIDE PROFILE ca�!s TOP VIEW i■ t�.•�Mrr NOTES: 1• BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED iTI'PH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WIT L BE ALLOTTED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) •HAMILTON COUNTY -SURVEYOR'S :OFFICE REVISED, 1 JAN 2000 STANDARD PLAN APPROVED: .4j4,o ' D KEN C. W , HAUILTON COUNTY SURVEYOR • .. DATE --1 . OFFICE OF A Won 1-bar No. of H-bar Bolt "Aft 4 Size Size -H -bare Size Din. Dim: 1/2 Inches Inches Re 'd Inches Inches Inches 5/8 18 1/2 3 5/8 1/8 5 q 24 5/8 4 3/4 1/2 7 5/8 30 6/8 4 3/4 1/2 7 112 m 38 3/4 .4 1 1/2 10 1/2 m 42 3/4 4 .1 3/4 11 Q' 48 3/4 4 1 i P e 3/4 1Z a• 64 3/4 4 •1 z i e 3/4 12 .9 60 3/4 5 1 Z i e 3/4 14 4 72 3/4 5 1 2P1 a 3/4 14 3/4 84 1 3/4 1 8 1 2 l e 3/4 15 NOTES: 1• BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED iTI'PH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WIT L BE ALLOTTED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) •HAMILTON COUNTY -SURVEYOR'S :OFFICE REVISED, 1 JAN 2000 STANDARD PLAN APPROVED: .4j4,o ' D KEN C. W , HAUILTON COUNTY SURVEYOR • .. DATE --1 . OFFICE OF 12 1/2 g 1 6/8 1/2 4 UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1•• SLOPE 15 1/2 3 5/8 1/2 4 1/2 E 18 1/2 4 5/8 1/2 4 1/2 M 21 1/2 4 6/8 1/2 � b c 24 5/8 4 3/4 1/2 5 s. 27 6/8 4 /4 1/2 5 1/2 u 30 5/8 4 3/4 1/2 5 1/2 a. 36 3/4 4 1 3/4 8 ..+ 42 3/4 4 1 3/4 8 M E W 48 3/4 5 1 3/4 8 'd 54 3/4 .5 1 2 i e 9/4 8 0 60 3/4 5 l i e 3/4 8 a • 66 3/4 8 1 2 i e 9/4 8 12 TO 24 72 3/4 6 I z i e 3/4 9 84 314 ? i 2 i e 3/4 10 24 OR LARGER 80 3/4 1 7 I ¢ 1 e 3/4 14 NOTES: 1• BARS & PLATES ARE HOT - ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED iTI'PH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH . PIPES WIT L BE ALLOTTED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) •HAMILTON COUNTY -SURVEYOR'S :OFFICE REVISED, 1 JAN 2000 STANDARD PLAN APPROVED: .4j4,o ' D KEN C. W , HAUILTON COUNTY SURVEYOR • .. DATE --1 . OFFICE OF THE HAMILTON COUNTY SURVEYOR et ----- 1 [3 tIl(N.) ,.-e11 l !�t ei .. a ---" -'— —"'• •"�. "-'- :;' '� PROPOSED GRADE —`''" SWALB BY 0.2' --- 1 1/4' R t32tim] I Ifl !II II III � II I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1•• SLOPE 0 1114, 0z"al nom. �--� --' '---- -`-'— -` "' ~ '==• • •' •. • -'` PROP09ED GRADE UNDERCUT SWALE BY 02' - ---- TO ALLOW FOR FUTURg SILTING' "-- n PERFORATED SUBSURFACE DRAIN (SSD) PIPE E (d" UI1dINUZ) AND INVERT ELEVATIONS. g• NOTE: TILE SHALL BE ROUBLE WALL - SMOOTH 'WALL MAUS TO TA1127LT TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) M 27 71V EMMO �4 o C.) STANDARD FLAN APPROVED: �• j''' $ �4 °`'^ � RENT C. WARD. He LTON COUNTY SURVBYOR DATE It q r ^ SPECIAL DESIGN 0. N L�i E t ••• VI U1 � NO ar YES u ra INETRIC] MEETS AASHTO M-308 PROOF LOW R£OUIREMENTS. NEENAH 3 5 01 -T L or T R MA'ERpl-= CAST CRAY IRON AST11 A-48, CLASS S 3W In FIN %h NO PAINT wEGiT• FRAF 211.1 GRATE 1564h « Or approved by Hamilton County Surveyor's Of f ice (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE T F _ I YES 2 1/4' flo- E57MUI APPROVED: )4 a CT-8 2r DATE .r M E W TOE OF SLOPE -- — -- .--- .—.- UH /BOX DESIGN NOTE& ALL DCMENSIONS SHOWN ARE IN ENGLISH AND EMETRIC1 �V u a x �. FREE OFTEN AREAS 278 SQUAIE INCHES x � NATERIAI•s CAST DAY IRON ASTM A-48. CLASS 358 �' w FINISHs NO PAINT TOP OF .BANX S x 0 WEIGHT: 2W* 21 TO 27 84 X 38. OR NEENAH 4342 NO EAST. JORDAN 6489N ' . (DRAWING NOT TO SCALE) * Or approved by Hamilton County Surveyor's Affiee (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEEE4VE INLET CASTING 12 TO 24 REV11SED: 11/10/2004 ••• DESIGN NO STANDARD PLAN APPROVED =os- )41:;t. ATE CT -10 KENTON C• RD. ECAUILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE et ----- 1 [3 tIl(N.) ,.-e11 l !�t ANGLE AND ---" -'— —"'• •"�. "-'- :;' '� PROPOSED GRADE —`''" SWALB BY 0.2' --- ----- -•--- -- ----- UNDERCUT --- -- -- ---- -• —Jt jj �--- TO ALLOW FOR FUTURE 31LTI: I� I Ifl !II II III � II I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1•• SLOPE EXISTING GRADE 1114, 0z"al nom. �--� --' '---- -`-'— -` "' ~ '==• • •' •. • -'` PROP09ED GRADE UNDERCUT SWALE BY 02' - ---- TO ALLOW FOR FUTURg SILTING' "-- ___._ O.8 GRAVEL 'x bo�oo � a PERFORATED SUBSURFACE DRAIN (SSD) PIPE (� WITH MINIMUM 0.57. GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES (d" UI1dINUZ) AND INVERT ELEVATIONS. g• NOTE: TILE SHALL BE ROUBLE WALL - SMOOTH 'WALL PERFORATED PLASTIC PIPE. TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 27 71V EMMO REVISECE 16 AUG 2005 Zit am E97 t w) STANDARD FLAN APPROVED: �• j''' $ �4 °`'^ D — RENT C. WARD. He LTON COUNTY SURVBYOR DATE 27 3/4' tMmI OFFICE OF THE HAMILTON COUNTY SURVEYOR FIM U= Ca WOW Rs• csesa..� ANGLE AND STEPS d/4' II9�wa 23 7/r Lagoal a o M Vr MGM] LEM THAN 48" 1114, 0z"al nom. T a� CASTING `3501 TL S FROM T/C TO 48" FROM T/C -A \_03MIM or F1.IIS1 a HAMILTON' COUNTY SURVEYOR'S OFFICE 27 71V EMMO �' sis• s/e' � a os••.� aoMO Zit am E97 t w) a ? C83+..7 2 3141 APPROVED: ° C. W HAMILTON COUNTY SURVEYOR DATIC L =CQ3*MM3 r u71�..a T1R• 2 1 r C24aW 27 3/4' tMmI C• SPECIAL DESIGN GEOTEXTILE MAT SHALL -EXTEND ENO UATTRE • L�i 12 TO 18 t ••• 28 Ur Ua4g ai f i s� Vr EMm3 NO S$• t9Stf•r] YES CASTING NOTEc ALL DIMENSICHS SHOWN ARE IN ENCUSH APED INETRIC] MEETS AASHTO M-308 PROOF LOW R£OUIREMENTS. NEENAH 3 5 01 -T L or T R MA'ERpl-= CAST CRAY IRON AST11 A-48, CLASS S 3W EAST JORDAN 7495 -M2 or M1 FIN %h NO PAINT wEGiT• FRAF 211.1 GRATE 1564h « Or approved by Hamilton County Surveyor's Of f ice (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING YES YES STANDARD PLAN APPROVED: )4 a CT-8 KZNTO C. YARD, AMILTON COUNTY SURVEYOR DATE .• . • OFFICE •OF THE- HAMILTO'N:•:CUNTY' SURE•Y'OR° : '. •` .. ANCH-0-R'. END SECTIONS-. ... • FC.QNCRETE END PROFILE t � STEEL ALL THREAD BOLT HOOKS 1' LONG X - WIDTH OF END SECTION ALLTHREAD SPACING'TO BE TWO PER FOOT. EX: 12" -END SECTION - 2 ALLTHREAD 24" VND SECTION - 4, ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNT'Y- .-'SURVEYOR. S OFFICE-: - REVISED- 1 JAN 2000 • STANDARD* PLAN -4 APPROVED: 1414 oo 0-5.- KEN . WAR AMILTON COUNTY SURVEYOR. DAt`9 OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LEM THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING `3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL NMI ALL DIMENSIONS SHOWN ARE IN ENGLISH AND D'ETRIC] NEENAH 3 5 01- L 2 MATERTALs CAST Gf�iY IRON 'ASTM A-489 UAW 3W •13 -3501N 4 TR HAMILTON' COUNTY SURVEYOR'S OFFICE INVERT TO INVERT REQUIRE STANDARD PLAN APPROVED: ° C. W HAMILTON COUNTY SURVEYOR DATIC L CT -7 R$ (INCHES) ' �' ,/ .- r w w w �• w w r w w a•• •- r r w SPECIAL DESIGN GEOTEXTILE MAT SHALL -EXTEND ENO UATTRE • 6" ALL THE WAY AROUND THE • . PERIMETER OF THE RENO MAVTIRE93. CROSS SECTION 12 TO 18 24 X 24 ••• DESIGN NO YES YES CASTING REVISED: 11/16/2004 APPROVAL TOP OF BANK APPROVED: l�l�d8;" KZNT04 C. WARD AUILTON COUNTY SURVEYOR DATE CT- .L 12 TO 81 30 X 30. +•• DESIGN KO YES YES APPROVAL '• 1Q ----- CENTER LINE OF PIPE 18 TO 21 TOE OF SLOPE -- — -- .--- .—.- UH /BOX DESIGN YES YES Y63 APPROVAL TOP OF .BANX 21 TO 27 84 X 38. OR *•• DItSIGH NO KO YES ' . (DRAWING NOT TO SCALE) 38 X 33 SURVEYOR!S: OFFI -CE APPROVAL : REVISED' I JAN 2000 12 TO 24 36 X 38 ••• DESIGN NO YZ9 YES APPROVAL 24 OR LARGER DESIGN *•• DESIGN NO NO Y83 APPROVAL APPROVAL 24 OR LAR(IFR MH /BOX DESIGN YES** YES YIiB APPROVAL « PIPES NO LARGER THAN 18" CAN HE USED IN THE W SIDE OF THIS SOX. e *INCOIIING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ***SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT RILL BE A II.H.OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR ILAXIMUIL FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE I STEPS ACCESS. STALLED AFTER STRUCTURE IS SET, T O ROVE HAMILTON COUNTY SURVEYOR'S OFFICE PI REV19ED; 1 FEH 2002 _J��� STANDARD PLAN �• /D -18 KBNSON C. D. HA1tILTON XOUHTY 9UItVLY08 OFFICE OF THE HAMILTON COUNTY SURVEYOR r t23"d Mw Lrffsm Fum T " S/6' (8CS"I C...... ?a 7R' � I 'T T 11/49 tS� _• •- 4 1/2• W4rr•] nt HK TOP 0 -BANK ' .` TOP .0 BANK 77 7/8' PISmI FVK 7fd 3/8' m7am ] FRS Ld b w L� 0"TE 211✓llr 04s�.f] 27 E=64 a 3i'• LRl4fara7 ❑ S ❑ 3' MIN. 3' MIN.— 0130013 27 V4• t8g2ff.1 3G• • M400 * This casting to be used when curb flow comes from both directions NMI ALL DIMENSIONS SHOWN ARE IN ENGLISH AND D'ETRIC] NEENAH 3 5 01- L 2 MATERTALs CAST Gf�iY IRON 'ASTM A-489 UAW 3W EAST JORDAN 7495 -M4 WEI�s PAINT 149, GRATE Ern • Or approved by Hamilton County Surveyor's Office (DBA 'WING NOT TO SCALY HAMILTON' COUNTY SURVEYOR'S OFFICE CURB BI-)DIRECTIONAL CASTING MOLT: 11/10/2004 - �Sf 26 W r' t Z:' c6Z.�►] a r Ca.�.Ra -.•i �- STANDARD PLAN APPROVED: ° C. W HAMILTON COUNTY SURVEYOR DATIC L CT -7 R$ GABIAN BASKET `�° r u.• O TCE'' F THE HAM °Iii "TOWN 'COUNTY BANK . ARMORMENT--;A•T•:• OUTLET �?�F'E :- :• • N...: 0P-EN CHANNELS,.-., . TOP 0 -BANK ' .` TOP .0 BANK le" ❑❑❑❑❑❑ 18" ❑ S ❑ 3' MIN. 3' MIN.— 0130013 0 0 u VARIES ,� _. - - -- RCP OUTLET'S 2" MIN. I TW t48ol - TILE��� � 2 2 - fGEQ- TILE - �Sf 26 W r' t Z:' c6Z.�►] a r Ca.�.Ra -.•i �- OQ� • O 7 -9" GRADED ti 1 .• 18" (�a" / RIPRAP IN 7 -9" GRADED RIPRAP IN GABIAN BASKET `�° r u.• ' �' ,/ .- r w w w �• w w r w w a•• •- r r w GABIAN BASKET GEOTEXTILE MAT SHALL -EXTEND ENO UATTRE • 6" ALL THE WAY AROUND THE • . PERIMETER OF THE RENO MAVTIRE93. CROSS SECTION PICKHOLE (£TAIL n d UaR7ER gCl NEENAH 1642 or 1772 EAST JORDAN 1045 WM iL Cofmm we *am a � /M° DCT= NO � , �. wows Fwm -Or. Ln - X144 • Or approved by Hamilton County Surveyors Ottioe (DRAWING NOT TO SCALE) • HAMILTON COUNTY SURVEYOR'S OFFICE MANHOU1 SOLID D CASTING REVISED: 11/16/2004 • f TOP OF BANK APPROVED: l�l�d8;" KZNT04 C. WARD AUILTON COUNTY SURVEYOR DATE CT- .L 0 C TOE OF SLOPE '• 1Q ----- CENTER LINE OF PIPE TOE OF SLOPE -- — -- .--- .—.- -- —7— r r r -. r_ �(�0 r - - - r r 1 TOP OF .BANX 12, 12 PLAN VIEW - ' . (DRAWING NOT TO SCALE) HAMILTON':-COUNTY SURVEYOR!S: OFFI -CE • : REVISED' I JAN 2000 • STANDARD PLAN APPROVED: . •..-' • • 44A�� •. —. . Y R ATE • KENTON C: ARD; HA1[I GN CQUNTY •SURv E 0 :. . LO CD LL- __ 1 CD •0 --1 w GV CD .. CD 0 1 • • � • C 3�: U 2 . . � (D ca 0 CD U () Z� w / Fes- O ZZ • v) o a` G� � w C. CL i . OFFICE OF THE HAMILTON COUNTY SURVEYOR 'CLASS 368' 'MTN 6-48` (431' [25..7 a1A. fw�aiaR 60.T MOLES ON A 33' E838a ] M& B.C. tYPE 'e' a ❑ ❑ 0000 ❑ ~.PER PEs W -ZZM 0000130 ❑❑❑❑❑❑ ❑ S ❑ 0130013 r ltMmff l RAISED LEERS FLUM .7 TOP 9MACE of LID V" I31 USN I TW t48ol F L P*W 11/4' [32m ] 27 5/8' 17 sa] - �Sf 26 W r' t Z:' c6Z.�►] a r Ca.�.Ra -.•i �- 33' 1838m] IliA. Bt. T' ANCHOR HOLE DETAIL FULL 9G1LE - tW 9Tf<CxW LtXTS 20 mIMMI LOW x Is t25++a7 WIDE 24 1/Q• U23m] VT Ulm] .l.- .. -�.r_. 35 7/w MUM] PICKHOLE (£TAIL n d UaR7ER gCl NEENAH 1642 or 1772 EAST JORDAN 1045 WM iL Cofmm we *am a � /M° DCT= NO � , �. wows Fwm -Or. Ln - X144 • Or approved by Hamilton County Surveyors Ottioe (DRAWING NOT TO SCALE) • HAMILTON COUNTY SURVEYOR'S OFFICE MANHOU1 SOLID D CASTING REVISED: 11/16/2004 STANDARD PLAN APPROVED: l�l�d8;" KZNT04 C. WARD AUILTON COUNTY SURVEYOR DATE CT- .L rn o �o ZW�nv �WW�Nc rn 0 � �4 rn o� Ll m Project No: Q4151 Sheet No: � 25 of� I ---'MA7EPJALSa � Hydro Conduit Division STOP J�fl (RI-1) YIELD Sign (RI-2) - • - - - - - EARTH OR S " SttRFA±,E , - = Yila.fl �. 4-T STC 4501 Precast Concrete Stormceptor All MC. CM 2 , (450 J.S. Gallon Capacity) • .. ' p_..•A'. �. O p R1 '"* UP r' • 30` X 3O X 30 30 X30 O 4 o O 000 SUDMAOE AGGREGATE .. a 0 0 o O�Pi}1 VARIES � 18� C • Ca �� C D• C . .. C+a'V rl . o . o 3' TOP SOIL z• •: t . -. Cover d Grate =' - •• '� SPEED L IT S5 ns 1 6" ° • ° • ° • ° • - TOP SOIL y 1'R �R2- o •9 . .o .0 3 _ - I a .a . .o •a • SLOPE 1 4 • ters To • e - o . e . o • Grade Adjuso 40 • Pte- Fool eAaa�t. :.:. _ SPEED .o .a a •o . -� ' ,., . :: w..L .w- •• .o •o • • _ Suft Finished Grade .. - • • - '.• ~� .c.4 •0 •a • •Q •a BACWU i . , .. • • its 00 a�0 o•a•e•O•e•Q•e °D•a O. • R1-4 • o a o o "'° o • 0 a 0 0 � e � o � • e � • � • SUBCRAIZE AGGREGATE • ' 18 x 6 LIMIT 24w x 30w CLASS *A8 .' .� -0 .� .�. ••. - . o . o a . o •� YAPoES �yA�rn STONE v•• •• • stD o OHO° O:• •pwe•O:e O'O� O•� O•e 2 a •o ° •o ' • . o . C p •o ti' Q : -° p . p'-° 0 . p O • 3- Do a° g" o° • •0 �0 •0 .0 .Q •0 •0 w I o o . 4 .�-, a ti °0.p O•O °O•o °0•o °0•aoO•c SIeMQEAGt�GATE - a o• 0 0 0 • .• • • O O0 Q O0 • O O0 • O 00 • O O0 • Q �0 �PTH VARIES � ti'•a•t0••. iQ'.0 -.100 - , RI-3 1 - 12• X 62, O O C � � i0 0 i0 0 +tAiD•.0' • o O �� . Q D • O Q • O Q • 0 ,Q • Q O O •O •O •O .� •O •e •O . Trash Guard 4.0 PVC Pipe Vanes To �. 3. . W-17 fth Match Gra&,% ,, a aAUETER . • . . ,o •owe a,o- - 1N� DO"W11 FYt . • 0o ao Do Oow Oa. Oo • o W� 4� O 60' oo . ' )lt~L 6' SUS SURFACt: ORALY ,~ • • Stotor • � . ti - 18 1lAlL. .n .w .w .n . •w • Insert NOTES-. - NOTES: 41'0 PVC Hpo aoeo NOTES.. Eo� ioiAts are cured at SUM Idtts 1.) Signs shad be sirge foced with Engineuiag Grode rdectoft d sheetN Walatim of andadrnin shot conform try =Uan 718 of the In&= OVartmazt Of Tccnportation - ConttocGoa joints should be rutatled al 14' sp�cirgs. • Expansion joints are wired at Storm plats Controctim iobts sham be insides et ltd spociags l.f� • O eanout eat Pty this �� sheet materld � 1�oT standard specibeations 412.0. g� �,��t;�• I Out See Note 2 - 2-} Pw13 shj be 11 "--0* tong, 3 lb/fl � panted or gdvanhed t sue- pw 11r►de ftW %%d rat be iut" =H " gro&q dad =Vaction is =*ted an xrbgrnds Spacing shad be 5 orti axv�a ram. 9 be 5 an qurrrc radi. .. �•% Q UJ ■ per lbl 1 Standard Spaar�coUm 909.14. . 2p ' Any eontomkotloa of underdmin barifil shad be rcma+red prw to b3tWoUc4 of ogyregde base. t1i t 4 0 Outlet coAtra� � s� � tooled � stern in --� 416M Ilanwol an Rtsot �i Al shQ �� ar�d matr�,d shat cruet the concly pauod dubs to a depth � 1/� �. controciiaa its >� be tooled � �, � � Z ' 18 3a sgn sees, i eontin OU* poured dada to a depth of `/2' man. -� . . • lktfiarm Trawk Control Devious, Un�eins stwl not be intdW anti rt,f6m 3ocoted beaeati, ttu nndm4 -d s are in placr. e-- • "termoins, storm sewa% =lacy strv% eci.) . 0 67i ORfICe �- " . -. - TYPICA L COMBINED CURB � GUTTER U R ..TE ROLL CURB � G . Plate TYPICAL SUBDIVISION REGULATORY SIGNS PIPE UNDERDRAIN No sC so WITH REVERSED SLOPE GUTTER . tz'rO inlet -Inlet p NO S� NO � t SME 4 O Outlet Min. . Down Pipe Riser Pipe - (Removable) p �. -- HAMILTON COUNTY HIGHWAY DEPARTMENT n HAMILTON COUNTY HIGHWAY DEPARTMENT �a .� d . HAMILTON COUNTY HIGHWAY DEPARTMENT . r HAMILTON COUNTY HIGHWAY DEPARTMENT . • REUSED: REVISED: ... REVt N 84 � - _ REVISED: __ -- r STANDARD PLAN } �� 5. STANDARD P _ ,�„ -5.�, STANDARD PLAN RECOMEi�4ED: �r -��' a RECO�tENOED: w�jar °''E . .. _ STANDARD LAN RECOME NOM -^ - .. ... w� roe =Wri 1 • gi RECt 1 t0E0: .,.�' -�� ......._ .�... ,'e' rKJAMCO IT -aa�oe --, C�- . • ' • d • • _ - g� Insert Dorms & Teo Here a�IF �. ' • APPROVED:: APPROVED: A. . iwacra oaxrr tart •. •d - �' ee to Face 1�II �. APPROVED: •�� ff e9 ) APPROVED. t V •• �$ Section Thru Chamber Plan View Notes: 1. fihe use of a Flexible Connection is Ceco at The inlet and Outlet Pi c. 2. The Cover should be posirioned over The Net Drop Pipe and The Vent Pipe. 3. The Storm for System is tested one or more of the follow' U.S. Pats: 44985 148 �P Y Pro by � #54983312#57257601#5753115p#5849181)#6068765,1#6371690. ` M 4. Contact a Hydro Conduit repr�esmta ive for fa details not lisW on this sheeL Rinker o2T !in N3 ,� ` �. _ tif}L11Y z�• R a 25' R o unuTY EAS�ENT EASEMENT t►tAibCEQ OR it 1I it VA b•x24'x0.100 At.lRlttJ M {S3 iA Hid3Uj UnhtlLt FROU 3' 3' mum FROM 0 � 5 NAIL t WH 00JM FACED CRM ' li3N►35 AliYltNY5 J CUIt9 BACK 0 CURS r•. , _ S>GN N.� } R£FlECT0l�2£D EuG�R GRAO�E • SDEWAIX BAO(GROIM PER ST"AW SPECS. ,., it •. ROAD SEC. 912.10 AND 4' t�# li TE CD x RFFtECTOR 0 ENGNM CRAE LETTERS. 13 ' a •-• �� o ,� � a � STOP 5th DR. BY. N. BALDWI N o c� t , .:: �,H 6. r o n uit _ - I FACE OF Cm r. . �K. 8Y. >s cn = ; STC 2400 Precast Concrete Stormeeptor DATE: FEB. 1 2001 o a .• o a• �.- , sw=90 UN TES G�,A pit we .:. x_ s I 6 t to 12't SCALE. N.T.S. It ,, E E - C,.� r "' �• .` e PRMOT: .� i ,• ` �• • d • LOCATION: DWG. URBAN INTERSECTION o ,,� o �, ' •� a .i: MINOR CROSSROAD , n pax s ADAPTM 1l � S B o I a Y= I ASSDaY it a # �: s� 6EL o.. s- z it a � o o � •o c •� o -' I �` � 1 c� ��` � I (SEE � rb TOP OF GRADE a stern STORMCEPTOR FRAME ���•, �,•� a` s -r�� .• -j 0. f =4. VJ mIl.GI I1 U! -� ~ •r V I ,.' I� �': y'.. �' 3 LB&M GR�t PANS OR GALYANM b •.. AND COVER u a f2 a ::.� CURBED CURflE:D . g as ,, - CJ I f j ( 2J STC►IUKP'TOR 11 23 y .. s ��'!� 11 �'� n y •� �• •� C .•.,3 w• ` +a' • ` .•'I�Vl.VTI�A\ 311.if�J1'TNWMIQ SPECS GRADE ADJUSTERS TO --� -� 1 - FRAME AND •t: o >r s 1 v I - . • • SUIT FINISHED GRADE 5 11 . o �, s .:� n 1 i N -•• ri yay t C3 oG ' 6"0 OIL PORT 11 �-- a .' .o ��` -� VIP 6 ounce „ 1a $ .� z N -r7 _ - 'B _ O�YEN OR SET W VARIES �z ADAPTM Ass�lsLY COMPACTED BMIM STORMCEPTOR s' sl OIL INSERT ' tt ' -"-'- `.. PUfZT- °_° �-•. • i I � E ' _� - gyp- t,. - tu cc WO r 1 oum I1� it •ir �o $, -- g NOTES: HOT t .�• �j -- ..._ p a .•• „ as ti ) { } Ad&dmd information may be band in the tucna 1� m;d on Uniforaa Traffic Control OerXts 1. R si�aS1 be ir,ged eta, road width b -b c� eueeds 3a -0 . NOTES: 2� • 1 f • • .• 1 V i _ • -�+ ' -- 2.} Orfy gas & 'voter unifies are coed to be 6ocatrd in R/X 40 q r 7 y .Sid • G � All others shat be located m the utlity its• axupt to Voss toed. !.) Priwote Stc•ocLs stxrM be so indcoted an the left hand side of the sign with dud I�rse �$.o �.� . 1 1/27 blade kilos an 7" relirctorized bodugr4un4 pracrdirig the street name. .: i .rt •o �: U .} Der+otiona reguira ar wrxnce durSns Lha permit prviceas. 2) One sign e�nbly sholl be located at taoh Intersect) n an the na twost comet when UL ca 13", . • . ' t 8 O ORIFICE o SUBDIVISION SIGN PLAC t,� EMENT bI y,� �' .� 1�jQ $�t� 3.) Stop f4tt3 f� not be intt�kd CA tilt Sktt1 ttidrrii S+cjO pOStS. • CD .. a . "it STREET NAME SIGNS PLATE NO SCALE 6{l•• , • PLAN VIEW QF, INSERT TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD IN TEE min. -• : DROP PPE - HAMILTON COUNTY HIGHWAY DEPARTMENT - HAMILTON' COUNTY HIGHWAY DEPARTMENT ����111�111!!/1/��� 24"4 OULLff - COUNTY HIGHWAY DEPARTMENT HAMILTON COUNTY HIGHWAY DEPARTMENT • - HAMILTOI`1 • -� RISER PIPE _ RE1�5 REVISED: ♦ a ' �, R SED• (1GYIJGLI. .�.r..�•. -- `\� `````�N�uuf►.t41.tl���iry �V� �/ '1 g6 „� 9„ 4 TO 6 •- II . -� STANDARD PLAN STANDARD Pl�ll1 n - a ' !7. WA� P417+• STAt�fUARO PLAN - RECa}+dfNDED.� �ir.an� �••- �r�'�'i'•'�^ ��. � � ��'�� ' � O ,`` O � '�i •� e r - _ QVEI�t.JV� � � � 5T 1t"�"*'•' W►±t111C�t WAR Dom � k,�ic�tt01 COC.ItT1t OtDiE�R � � � r �/ � C`+• �- s +� ... % Q" ; a •r • '� �• • �, •• f . • RECOt`tEtDEO: _ s REC01~tENDED: `''ti""n Tc�� - - _ '' t� ° 2 ; MAIN 49.NW APPROVED: �� ..�. APPROVED: 9. ..__ . 3 o ;: Q = APPROVED: wuaxs+ counrr OAX APPROVED: X"= Way asac� aX . . • . � tom- � co � SECTICl� THRU CHAMBER - 28 %/Z' I�C�E . 12„ • OFFICE OF THE HAMILTON COUNTY SURVEYOR 1. THE USE OF F-LE?QBLE CONNECTIONS LS RECDh LIMBED • AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD WE POSMNED OVER THE 7.4 NUTLET RISER PIPE AND THE 6"0 OIL PORT. 3. THE STORMCEPTOR SMEW iS PROTECTED BY ONE OR A NOTES: - MORE of THE F'Dil_O�rING U.S. PATENTS: #498514g, ENt=A�GEa #5498331, #5725764, #57531151 x$4918 l. � Dm- ..� E -orz d I � . DROP PIPE d ____. - % -�-- -� =; � / /i� /rte � ..._._. Q V &m ftndmd D E vat -s -Ct-M 10-0 (2) � E -02 - -- _ �/ - tm _- for g REV. DESCRIPTION 18Y,-.1 SATE -_ - 4} ? �E p'� for C fff-rf Of - curb E 0 ._._. 8 � E 1 Q B W 8. $ E _ ----- �' o 1 FILYEft FABRIC = 11;t f" --Mz!3aubC0=bUCU= �, c1 /� '.. Q *� �'�t� dam. ........� I I ........... - __- _ 1 �. S= 6 �d E Q It t� - . � E -01 9 Q - 8 WASHED GRAVEL I� V t w araaQOOOOea0000 -Q� Notes � CLASS "A" WASHED STONE q saoasseorsasa 1� � s Emd -M ft Rm G ` o+osooa o -� UINIUUU % ZW" 44 ' �� `.Y _D _ _ U1J y� O 3" UINIUUM UMILIUH i 4 NOTE- - TILE SHALL HE DOUBLE WALL SMOOTH (� FALL PERFORATED PLASTIC PIPE. t'3r SEOMON B•-B _ N J & PROFILE GRADE V M 50' RM 25 25 SUBSURFACE DRAIN (SSD) DETAIL 7 10 2 13' 13' 2' 10' E �-$ SWALE 9- " . ..• -..... �j �-o WITHOUT 1' S' 4' 2' ROLL CURB 2' ROLL CURB 4 5 1 " " SLOPE 3�' PER F " / FT. ffP. } �� !� �''�" obit SCALE) 4 �• �• } SLOPE Y° PER FOOT MIN. �� OOT MIN. 1� :1 8 � tDftAWIN{3 NOT 'Y'0 CONC. WALK -- CONC. WALK � �7 SECTIC�I� Art HAMILTON COUNTY SURVEYOR'S OFFICE co SUB - SURFACE DRAIN , -- _ - _ - t ��, � _ - REVISED: 1 FBH 2Q02 • Project No: PER CITY OF CARMEL 04151 SPECIFICATIONS STANDARD PLAN BOTH SIDES OF ROAD. • ' �. SEMON APPROVED ARD HAMILTON OUNTY SURVEYOR D TE SSD-5 heel o: r&ICAL 4STftEET SECTi0fd NO SCALE Z'6 of 26 \rimst25Fi4 \0415idPt'msc:.Tian 10/19/2005 2: 19.44 PM