The URL can be used to link to this page

Home My WebLink AboutWQ0039856_Pictures_20180702SITE DEVELOPMENT PLANS for EDGEWATER ON LAKE TILLERY PHASE 2 NORWOOD, NC EDGEWATER ON LAKE TILLERY Edgewater Developers, Inc. PO BOX 545 Norwood, NC 28128 SEAL 4036u %8 ' PyGINEE.' 11 Sq'EL J. SM•• "'�nnni,gP February, 2018 Proj. No. 2017-1101 chambers ® engineering, pa 129 North First Street Albemarle, NC 28001 704.984.6427 ph www.ce-pa.com 1 2 3 4 5 SHEET INDEX TO,\ EDGEWATER „K ,....,:,".'.Pft• ROWAN— COUNTY to P� ---- EDGEWATER `SSG PL i SHEET NO. DESCRIPTION ERS, 1 COVER SHEET 49 \ 2 GENERAL NOTES, LEGEND/ LEGEND ¢ ❑ 3 GRADING & EROSION CONTROL - SHEET 1 OF 1 RICHFIELD - �' D D 4 SANITARY SEWER PHASE 2 PARALLEL LINE - SHEET 1 OF 3 TO CHARLOTTE ' 5 SANITARY SEWER PHASE 2 PARALLEL LINE -SHEET 2 OF 3 i EMBANKMENT SLOPE 6 SANITARY SEWER PHASE 2 PARALLEL LINE - SHEET 3 OF 3 I 7 PLAN & PROFILE, EDGEWATER DRIVE, STA 47+00 TO STA 62+00 EW LONDON F 8 PLAN & PROFILE, EDGEWATER DRIVE, STA 55+00 TO STA 70+00 50 CONTOUR 9 PLAN & PROFILE, ROAD 1, BOP TO EOP & BULB PORTION / \ w 10 PLAN & PROFILE, ROAD 2, BOP TO EOP & BULB PORTION /' , 0 VEGETATION ❑ 11 DETAILS 12 DETAILS • CO CLEAN OUT 13 DETAILS ADIN ` 14DETAILS / 0 MH PROPOSED MANHOLE -1- = 2 g 15 DETAILS / ` O MH EXISTING MANHOLE a 16 DETAILS ' ❑ / STORM DRAIN CATCH BASIN % El STORM ALBEMARLE VOj /-' - UTILITY VAULT � i o y C $PP POWER POLE -'D-TpTELEPHONE POLE 24 2T / I PROPOSED FIRE HYDRANT W/ GATE VALVE C W ❑ 52 0 D4 EXISTING FIRE HYDRANT W/ GATE VALVE /� OFH s X 75.5 EXISTING SPOT ELEVATION / _ °ENc eG SR��agO PROJECT SITE 0o z4 zT 75.8 FINISHED SPOT ELEVATION �� w LOCUS ,2 HORIZONTAL CP -X, ° CONTROL POINT zroCHARLOTTE 0 22 u TA� FS o 1 BENCHMARK STANFIELD ,J Si I o rc~Uo 0Qi !o 'UNTY IDENTIFICATION AND APPROXIMATE oAioxo ¢ I TH —"X" LOCATION OF SOIL TEST HOLE Wk , yW' d N W O NORAOOD \ TELEPHONE LINE / m ❑ w LL — J w > k 6w urc UNDERGROUND TELEPHONE CABLE 3 m o wN V. E ELECTRIC LINE Z m d o A ROAD 2 C E R - H_ /', I , PASE 3 I �,' \-- �•..i - /- V WATER LINE ry .0 S _ w Z PHASE2 `�--� gpC \ - a � �a 1 �� _ I �� \ / o g w g B UNION COUNTY ' ` ' u GAS LINE B > < W _ _ _ LOCATION MAP ANSON � � �. ! w _ a ROAD, EDGEWATER cou ` ' PROPOSED BURIED PIPEIll 'r �r NO SCALE '�"I'I' V DRIVE f_ I A} a o i �', � } EXISTING BURIED PIPE o PHASEz PHASE 1 � w I I I I I I I I I RAILROAD ``\`\\1111CIIIII/�� ' GENERAL PROJECT NOTES: DRAINAGE FLOW ,a - SEAL ':. 1. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE 5. ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS = 4036g� 311 �� COMPILED BASED ON THE BEST INFORMATION AVAILABLE. THESE SHALL BE MADE IN WRITING AND COPIED TO THE OWNER 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL LIVESTOCK/FARM . THE�— CONTRACTOR ONS RSHALLT COORDINATE INTENDED TO WIBTH EXACUTILITAND NATURAL WATERWAY ro FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANIMALS AND OPERATIONS RELATED TO THESE DURING CONSTRUCTION. FENCE LINE j ALL FENCING NECESSARY TO ISOLATE ANIMALS FROM CONSTRUCTION x 2. ALL TIE-INS SHALL BE SCHEDULED AND COORDINATED WITH THE ACTIVITIES TO BE THE RESPONSIBILITY OF THE CONTRACTORS. N APPROPRIATE MUNICIPALITY AT LEAST 48 HOURS PRIOR TO MAKING PROPERTY LINE H CONNECTION. 7. IF REQUIRED BY PROPERTY OWNERS, THE CONTRACTOR SHALL CUT I a - - ALL TREES WITHIN EASEMENT LIMITS IN 8 FT. LENGTHS AND STACK CENTERLINE z 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY IN CORDS ON UPSTREAM SIDE OF EASEMENT. LU z. ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR W - o LU 0 8. ALL PIPE MEASUREMENTS SHOWN ARE PLAN LENGTH MEASURED �. - - - - - COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SILT FENCE J m N ` SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING IN HORIZONTAL PLANE ONLY. J r z o W c. BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE ' CHECK DAM A 9. ALL SLOPE MEASUREMENTS SHOWN ARE PLAN LENGTH MEASURED Y o p g; OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). N HORIZONTAL PLANE ONLY. Z pz A O INLET PROTECTION, TYPE VARIES 'A 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ROADWAY OVERVIEW ENGINEER WITH A SET OF SURVEY RECORD (AS -BUILT) DRAWINGS. owo 0:Z w NO SCALE THESE DRAWINGS SHALL AT A MINIMUM SHOW THE FINAL LOCATION I- LU OF ALL INSTALLED FACILITIES. ; W C7 O W SHEET NUMBER 2 2 3 4 5 6 tn =� > 0 W (n < MI I I __ .------------..-..--..--..----.---.—.----.---... ___..__________ . I . I I . I . .. . I � I . I � I . I . . � . . . I . I . . . . . . . .. . I I . � . . I __ . I . I I . . . 1 . . 2 . 1. . � . I . 3 . . . 4 . . 5 . � � .. , , , , . � , I � 7 �� i .- , --Z--, - . I I . . I � �, % , '�,�,, , � - " _I:-_- _, 7" k I , - , - �, 4 - I � . , . . , - _ -1 - _ - .1 I - . , `�� % " -_ i , � � i - -,3,q 343 '_ - - - - - ,, , � I "I I , 11 - , � - I` - _� \ ,,, ,-,- . ,,,,, � � ,� i ", , , , . \ I - 11 0 �,__ , � - I 1 � I , - , � I / � / ,�� , �� . I I � I ' I , , , � I I , � , - . � ti; � .� I I , , , , , . .11 , 1, , \ \ _., I - I � I � I -_ - __ - - � I '. 1 1 � . 1�1 I OTE: \ I -,The proposed project is for the construction, of roadways and utilities supporting a 11, � �, . l 1 '� -, � �"", -1 I , � <. , '_ 1 ; 1 � I � I �_ " -,-_ I" -- . , I- / I I - I , i �, �,, \ I . I - I I -1-_ , � 1`, __. --- -_ - I -,, I � � / ,� I . \ . 1 1 '. 1, ,,� � , � , I I I , \ -_ ,_ 1� - I . 1 � � V, I I -� �� 3 � I , I I ; I I \ ,335. � 1-1 I- .- � - ... � __ - __ __ I,- I- i . 1 i �, .. . . " \residential development by Edgewater Developers, INC., to be located in Stanly County, I 1 .� 1� - _ -'--,, I i I \ \__ - I- - - - __ �- _, - I i i I i ; . . . - I I ,� , ALL RETAINING WALLS SHALL BE SEGMENTAL BLOCK. �\ \ _ - i I ',It � � � i . \ ,� - -, , . I � '\ - . -,--,- _�_�.,_ -1 - , --, - ,,, <, _, . "I I N - I .1 I I . I __ / ,CONTRACTOR SHALL SUBMIT SHOP DRAWING AND ,\, ,\,NC. The disturbed acreage is approximately 7.00 acres. The scope of work includes - � '\\ I 1 , k, 334- _ __ _.- _�_ �_ - il. t / � ) i I i , , �, , 1: I 11 , -� -� . �, 11 I ? / . . i ,------ - I -- - - - __._ . -- -- - . I 1� learing, stripping and grading, installation of sediment traps, diversions, silt fence, storm � I � \ \\ -1 I �., I __ 1:_1 - . _. - -1 I- - __ I , �,, � �, . . I " �, ., /I / / i, 1 1� \ - - . I- - I I - �_ --I r��, I � , , I / / CALCULATIONS BY MANUFACTURER. SHOP DRAWINGS AND c __, I I - , � � .1. 1 --3,33, - __ __ __ - - 11 " - - - � � ., . I I \_� ,drainage, roadway paving, and installation of utilities. , / �/ - ..I 11�1 " / / , '' 11 - - i�' I , _ , k I I � � � , � � , � , � % " " / ,_J I I \ . -1 - _ f_-----_- _ I , -1-11 I �� " / , � / I I / �' / / i . / / 'CALCULATIONS SHALL BE SIGNED SEALED, AND DATED BY , �, I I I / 11 i� � . -_ - - - , , - -1 - - , , I / � ? /. I , I � � -, I � 1 � � %. 1% ". � " / , _,:� ��_ - �__ - _� - I � `1 � , I 1 1 ! I ii, , " \ - �/ __1 -,,�-,�, I,Fqc P11 . - / / J , , , � � \�,�, " , , k \v- I I \ I '� � j I E pq IL's , // ", /,/ �, � i - , � I . I ,�, - _ __ . --.,- �_�_ - �_ , __ - - -1 - �_t M fl. AQL;�:�,�, , �', � 1� / / If . �11 11� A NIC rmuFESSIONAL ENGINEER. GC SHALL PROVIDE \ � �� "I , � t �, -� -., � , I 0 , � I/ I ,/ 4 I / 11 i � � -_ -_ 3,52 . .- - - , - . -_ -_ -1 " .1 � ±11ft- - - AR' , - , , -,, / // / J ?,!i , . // I I- -CONSTRUCTION SEQUENCE: I I , , I � lj�. 11 1, . ,I 11 I �,�', . , I -_ -_ - - ".- ___ �- - - ",'�- "I /��, I ??' 11 I �? � 1, , I - -_ 11 . � / ? i I I I I I '/ k \ , ,_` ��- I- -'- <.1. Obtain plan approval and permits prior to beginning work. " ,z , - I , / I I __ � ', .- __.- -, I — .. ", - , 11 �. el f /I . I I'll - ` -.- ___ - ,& 'I, � I / 1� / , � i __1 I.- - __ __ __ _�_,_ _ -- .- -- = ... r- __ - I -�,,,� 1, ,,,� _- , , / // " f " , , I I J V 11,11f"4 A - \ , % �, . " � -0 t I 11� I " 5 / " � - _ , , , I , -, - 2 Flog the work limits to prevent unnecessary clearing. -- - \ �, - - -- -_ _ / , , f NUIL: I '1/ - �:� , I � , / ,,, -- _ ,� _� -_ I � � I 1 � . -- -- � -- - -3 Hold pre -construction meeting at least one week prior to starting construction. - - �_ I , , �- _ __ -, - �, , // i I If' I 'i�_ " 1 ,,�3 / Z"_ -_ - -, __=__ '__Z_�_ 11 I , V -y I -- _'�"� -'_"`4. Clear only areas necessary for installation of erosion control measures. I �, ,,, � I I A.. 9 /. / -� , i ; 1 I- - - - .- -_ - _7��_ � I I I , I . -�, - �, L , I , I J / , � I . - - -� 7 z,�, 1� � / �� , �,, > I I I ? I rX -4 E. 3, " , '' � �`,il � /� 1� _�� / , . i . EF. PLAN AND PROFILE SHEETS FOR WATLKL11 I : , 308�4$ � ,, ' \ \% ,% � ; 1�, 301 �4, � // // -, / I/ t . , ( ? -- � �-- -- - , -- --- - _ , -,- _� , ,� /�, i " � \'�, �, 1� � 11 "�) � \ , t " ,\\:� ,� � ; J4. � � i . � , I I t ; I �� \ I \ , �,_ .1 " � � I , __ " �' , COLOR SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION " , I � �_� k,4 \ , '� � �k X \ I � 1� � I W1 ( 11 ,/ � N _-, - � __ .- - __D&- 1T05& RG��'.� _', � -� / , '/ ft?/ / 1, / t / , , � i ? � , � .. � � I I , � , I � 1i , ,,,,, --� \ \ � , �, 1� I I 11 , ", / , -")_, - - ,_,��, � / / / . � � / / �, , ��o /1 , I' , / . / .1i , 1% _� . �� \1 V J� I'll \, , ,,,� � t I _� V� �,,�,,_,___ �, \ I - - -- :7_r�;��, - I � ,,, . - : -", ,� , � / / _-, I ) �, -,-48+,W - -- "?. / / , i , / / � \ ///,�/ p / " � i � - I " I � \ \ . " ,0 _. �_ -, ,�, , , ,�: I I I � 'KtLUL;Al -.11, ----------- � - , , i i 1'/1'73 // � i e t ION/ABANDONMENT REQUIREMENTS. _��____ - - 11 5. Install sediment traps, silt fencing, temporary diversions, slope drains, and outlet I I I / - "I", 1� : - - _ - - � � I i ,, ? I .1 1, I � " . �_ il � -_ - ,��, - _::�:� - __ __ '_� I 1, " I F 1 - . /I / / /, ','// r k"V __:��protection (rip rap). , � k,,� ,,- - - --- " � ,� / / I , I j!"ki ,III 1: � , , , / / / � I , � __ , _;� " _� � . .. . 1�� le4,,,� \ \\ , �_ � , - -_ '� - , � -- - � x // , / � /! //'// -.:,,, I � , I," I, - -_'- _ ,�' / �, ,-� 85.48' of .36" RCP 0 2 197.,/' "' f / f ,A,',q wi ,` � ,32t, \ __ � �/ -_ Z". -_1 _1_7 - - 1 7--- %w__ "" �' I , � / � . I �_ - I 11 _,:� ` " , 1 // 1 , ,f � , I I � � , , "� \\ � N,\ -- -- -'--- -- -- 1� ,- -� k I \ \ , _� _f _7_�___ _�_' -I-'-,- - I I - , /j / � \ ,,, , ,�- :�- 1, -,,- --- - - --- -_,Z� " � $ , - " ; �_ I " , ( , , , " , I ill. , � � I . . . ---,,Z -- _:� - - _11 � ' - I q _/ ? \ , " �, � ` - - . � I F � I 1� IF -11-_ - , - - �� __ __ - _-1 � . " / � .� � __ - _� .. �, i i� � . I // , - . 7�7 �:� " , I ./ / / / -: \ -1.1 -_ - �.�� I I I , I , 7A*' , , : -X , 5 f , , �\ �: i , r - r! I I ..... . 5� ,�, - - , ,:� 6. Clear and grub area for building site. I : 11 I I �_� I- 11 I ,,, - ---------, I� �� , ," _�' - - - - __ - - : , � I �, �i i I - ,� � � , / / - -,- _ -_ ' _ __:17. Grade and fill areas. to proposed grades shown. . I V-1 � i / 11� 1�,��,�� - �__ -- --,,, - I � I / -1 �_ � 1,'i I � i WORK BE -Y \ - - �, �� ,-- i / PA"', / i " t " , ,/, I 11 X 11, ... __ \N .W , r I i . oOER ' _ ___ ,_ - __ � 1, 1, - , __ , � . I , -, ------ . ,,, � � �� 7!:7 -- � -�_ - -, - I J �J� I j/ � ", I I 'i i 9 . "I I - - _- --8. Provide ground cover on exposed slopes within 21 calendar days following completion , , . ... I . -5- --, - , � i , i � I � I I � � �, , I -�-�, �'- 11 - I , �,� 13, ' - ___ - - " :,I � I '� � I I I I . / ,/ i , I, ,__ :,,�- ,__ _7_Z�-_ -, .- _ .7 to-� , 9,UN AR AG M E, '�Nl �, �-�, ,�� ,� � I I 1\ , 7 ,,, , , .. -% � -.1.1 , >1 __:��, '. ___ - I , g , �', __ , I � I .�, ,,, ,:�� ,:�, � - W, 1 i , I / / � I � _ , - ��_- of grading. - __m�� - - , 7� .- -% - im), 13 y C! � I uRy Y -" --- Z :� � - � 1 ,� i, I I I - , -of any phase r -11 , , ,_ '5�'-5��?&�,�;,;, -,�: I , I I 1 1 \ ------ --"-g D � I " \ � I � " 1 4 1, � , _�__ - -_ - t� - 1 $ /; I �i I I , ....... I - _r "'. '_ -_ , rma " D 1, I" � � � � �,_,_ ��_,� -_ — \ " " -,, / � " 1 1 ? 11, I 11 / , . -I, ", "-.I'- _ - . I 11 1;-A .11 � 1% . ,� � - ��S,;-,�,-� �� -',�- -�� .- _ - � // I . h ! i I 1 \r \ / Temporary Sedi `�"_, __ �, --: ------', nent ground cover for all disturbed areas in accordance with the � I __ � , / I" , \ \ \ \ - / / __ -,, --,following completion . of construction or development. �e _� ��` � " 11 / ` , , I I " " i I ( I ii,_ 1�, \ , I / /11 el f 1 ''; -.-- Temporary Sediment Fence-, -,,� _� 11,� "I. _', 10. Remove all temporary erosion and sediment control structures only after vegetation , ' I / -1 .. .. / ; � , \ I I I � _ 1\ I i I "'r, - I . 9 � I . I \ 1\ I \ -1 -1 f i i � ;i ji ; ." , " ,. 11 "" ,--,, � "', -',, 'Z,,has been established and approval from NCDEQ, has been received. I � �, \ 1! , " , 1;, - 11 t .i " /�, -I, . �, -_ _..� I" ;" .. � \ -----,\, ,I I , I I t � \ \ \ ,,� I ,� 1 1,111 - - - - Grading Limits � '-, -I - J , ., /1, , � . " "I �_, . I I Ldi ... . . ; " i , ,I � � . �, / � � / ,,, / 1, /� � " ,-,� ,-�- , I L'i , - -- 7 ) .j i I I \ I � . "Ir \\ ?I / �, , � , , � 11 - - :::�� " -_ ... * \ cot . I .1 "I ,� " , , ,,,MAINTENANCE PLAN: . - I , � t / I I . 1� � '51c� ') , I � , n Temporary Inlet Protection ,�,"_, ,.c.. 1 . - � I I \ ,-, "I / / f I 1 1;d 1. _JJ /,- I - ,\, --, 1-1 � 1, ,- -_ �, �, ,�-,, , ,�, " I i4w ... it, , , ��",,",,,.,,,- � l 1! j i I � \ \ �, , - - �,,,&,,4, 'LOPE,MA // / / , , I- \ . `�; \ , s kJ IJNS:�/,1r1KJ . - 11 � " _ . I . 1. " ��- ,,- The following maintenance plan shall be followed until the site is completely stabilized n . % . '( , I "y � / �,// " i J 11 . � k \ \ \ \\ , I I I F/ ,I f 11 I ? I i __� ,, ,��,-� ',-,' ,' ,-after construcrion. During construction the contractor shall be responsible for inspection P A . I � ; � I , . � I I �, � \ \ \ , ""/$ s ,/ . / �, / / / I \ , � \. , , '1� � / � ! i "I I Plo- Stone Check Dom, ,-",-_,:� ,',:� ,/ - t) j . k / I I t TW- 4.2 / � 11)f i -,/ , / "' ' " and maintenanc Df all erosion and sediment control structures. f I 11 � � �, ,� \ - _- I I i ; - we" \ \ \ 1� � - �Y/ "I , i � . I -1 I . AND!CU Q D - a- I if", i 1 H ',� \ " I X�� #��Z��, �,, , ,,, �,'. - DETAIL / / / " I 11 - 11" . I . . . viv p Y_ / / , I . I I ,v � 6 / " 109� - � ,, / , //./ / - 11 I \ � , I f / � %� I - � ,,, - . \ N \ �- �, F T, / I ;� ! I Emi 4;7 , � ;"S�77,�,� I / / 1'� , "; � \ � , _.- " " Rip Rap/ Stone �., /" . I/ , 1. A log must be kept for the site documenting each rainfall event and measures taken , -_ �y ,�',// ///// i I If I � � � � '-.\ \ , � , � " I I � ? I �Vi I "I N I �11 . " / - I I I 1 1 - . \ 1i �� i'. I I ,� k \ � , 11,� � I "I / / �', / / � " � � I I , � � \ �, . I �/. repair or re NPDES rules shall , - " , �! � " I " "I � " , , � / I �� \ �, ,/ 1 1 / . ,q,�� I - ", - __ �, ,,,, I- ,� 29 , , 1; I � 11 / " � " I ,* ��_ I -, ��U / / ,/ ", I . � / I J . � � = Slope Matting , / to place any damaged erosion control measures. AIII I 1 \ �� // I B* i . 1A., . I I I ,,�;. I q // / , , I , // / . � I � I I I I , , \ 41 - / . / i , I -I _� __� ", 'r I i I . I 1 L,444 Ipi - k� %" � _� �Z,__�_ .�. " i / 1 �\ * I I , " 1 1 1 I - � apply. � . I , I � , % i 1"'i j*,�6 f I I I If �It �r i 1 \ \ I/ 1 . I , - I \ . �_ 1-1 . '� I � ,� I "I / 4 � � . � \\ .1 �\� ,� 11 I ,� J, / " " � t I 4 '� "I, 11 "I / 1 i , f ' � 1 I 1 2. All erosion control measures shall be checked'for stability and operation following any - I I i 11 I .LS I � .,\� ,� " 7 �.. / I,/ 4 , r � i � � \ \\ 1�1 '-,. ,,, , -- -.,- _ -, ,., . , , , I I 1 \ � I r ji � / / ,-, ) I I ,;�, \ , . I �, / / I , , \ * f �/� a ., ,I 11111 H 1 I � i i ' -s shall , I -1, I I "; P k � � f I � )UP160 �, 1 1� \ � l I '� \ �, -1 1-1 � I � i ; I i -i I I I � I , i I J I rainfall producing runoff and at least twice every week. Any needed repair � - , , , �B,W.;,�o 3� 1 _,�, , !� ,1,! I !'!� J � � , I I ON 0 � - , / � / . \ \ � , �, / / / I ; � " I / / / - I � f \ \ , -.,,, _ I ,,, , : hV,1, ,,� I i�� I ,� �, I � I , I, 11 i � I i � 1, i \ \ , , 'k \1 I / / ,,, / �! \ \ _� � "�. ; �,�, ��, 1 � � ,� � j be made immediately so that all erosion control measures are maintained as � I \,� , �' / / / ,PROP-� PIP/ ?' " I� / " \ . ", . I I I - . � 1;� �� , !, ,I I ,I P�� §, , � � 11 � -- � i / � ,/ 4F \ �;K _�, , . / 1� -1 ?; )� ,_ ftv,� I I � i �w ,,, , , , I I I � I l I , designed. I . - / / r,r--/ , � - I � \ -, ,-, _ "I, I/ ?, " � . I 1'��V � � A, t I . I "I _ I , I \ I �. " ITY�) I -_ _ , � . I ; 1 �, I I 3. The sediment traps shall be cleaned out when the level of sediment reaches the � It, / ,Opr,/ yr., I I � � , - _ _ of. 24" F 0 4 ' , I "I / 11 I 1 " i:�� ! 1 � I � l , j, � � - , 11 � ;i I _/ / , , \� ,\ '' I , ( � i " k , , / I/ ,� I/ / . /// ; N �, , ,\ � k ", ' � 1',\ \ "I I I I \. 1_� . I / '07 " //" - �-' '; 1 zi I 1 , " �i i . � � I i & I I i � � I I mid -depth point below the weir elevation. Washed stone shall be cleaned or replaced ' ./ �. i � I/ N., I N , - I - il, I ey 11 I I'' 11 I ; h ! i " * 1 � , i - \ ,,, , 1\ \ 1�1__,_,�_*_IiL 1 1 1 � '- 1 1 - I � , , 0 � I I \ , RQP 1GH,,H A: ,'N '\ " ��,\V ,",\I � % I , � " I, R_ .., , 0, �, ,_ -1 - i / / )X4 15j � _ \ , �, , 1, , , , �,' 1 �, i I % I " 1�1 // �, I ��\1111,� ,,i 0 ,� 0 I I . I i when the sediment pool no longer drains properly. � - .� ,- I I � f f , 1, � - - / e f � , Z \� \, , �\`,�%'\\,,' \ , �, ;, � _I" - --% "I 1, 11 �,�111 � � . \ _ -, � ,/, // ., , I � � V " \I-, _��,_ I _.- � -ft _- ,,, .t i .: I i I . i ': I " _! ; i� �, � \ ': � �, 4, ,* ."'! �f' I I -, 'k ", 'k � � , 1 4. All seeded areas will be fertilized, re -seeded as necessary, and mulched in , , � '\ . -11 "I 'j, � � I 11 I \ \,\ 1;�, � I � , 11 m . � I \ , � �) I I - / I , ,C) �� \I I 7- -,,-� , " 4 �, I 11 �' f. � � �" �, ,��, �AIIIW , /,/, . ��- -, '.,, ", \ - � ",7 'I '_1 - - �, - -��, I ,\, �, t � , 'I I !; 1.1 ,,, i �, 1 \ �, , ", � �.� i 1 , 1 accordance with the seeding specifications in order to maintain a dense VCYCLULIVIC . — , - - � � 11 " 1. I 1\ "I' - " I- __1 - " T:�� I ,I 1� . / / / , �ili - I __ J 'C'j,; �1 '� qE�. , , I " " - � � , 5,ft,� 1 \ 1, ", 11 I .. " �' / \ \ � I Ili , '. , I � - /I .1 I i-, I 1, 1'� I � � I �., � 1k , " I I I I 11 I I I . , 1, , -�_ , � __ - I �� " I 1, \ 11 'I- - -- � , f I / .1 i V \ \1 �, .",�\" � 1'� " \1 , _,, I- - :�',_�,' - � - , 1� I'll __ - I , ! , k , I I �t � � � I I , I \ , , ycover. I "",� I , ., - / " , I ,,�\ I . - �, , . �Pp, , \ __ -_ � , /1. / 1'\ I , I t " ,� � \ 5. Sediment deposits shall be removed from sediment fence after each storm event or , "I �� I ' / 11 I . __ __ - ".: ow- � , . t 'd , �, % �- , - , -1 I - U \ , -1. / -, ,, � � ,-/ ' JS�f SPI AL/ fl� i I I I _� " \ \ , l, , �, �_ _ 11 I � I . I , -� I " -, " � ��" .1 �, I - 11 ; .... � , � I � - P � I - \ , ��,`, Z� � - - ,�, H11 I � ., l 1, \ - , , �' .11 " ,�,,�� \IS I \ .- "II -1 ,_ - - \ ,I I . E�IST. GR S (TYP) - -I . 1-1-1-1 � - �� 11 I � � � � � k �, sediment fence should be replaced. They must be removed When deposits reach - i _' I - "T'k-2,9"Wo, _� , __, , I ,� 11 - '� . ,,�,,,' i:�) im, I li�j 1'�' � �, 1 kk � I I W � 1. - '� N, , I\ � - I_ - 7 - -------- 7:,:� � I // " � "'I/ � S. TYP) 'et ;/ ", ; ",;� , // . , 1� � - -11 , / I � � I , , k I - " -1 , � -, _� ... �- '_� ., -.1 - . A . , '-iwjzT _' , �-� : M ��%,, 'after the sediment fence is removed shall be dressed to conform to the existin . �, i � - // I . '� , 11 , "- �. - I_ I,, --- I - - - - - -BW: - �. - I k I approx. half the height of the barrier. Any sediment deposits remaining in place -, " �,� , - , Ns n!oN ( . % 1, �. " , , ITYP `H \N 1�\ , \\�\ \, �,- 3 , _,,<_� .293 \ j , , , /,'STR �tyypj � ,� � I " " 'T, , '.1?, , I " , / ,,/ N 1, , 11 i �,!, i "I' 4�, /� '? ", "', � � To ,;"if , - "\, �� _-, _ ,_,-, , % I \ \ +IMIT's -OF CO _ /I , �- , ,�,`,, � 1. , �11 I , � I— , �, � ��' " I NXII .1 I N".- , � . , - I ... - - . I - �/ I .1 � \ V, . . � 11 I � __ I I � I ,�,'� " . " - .- - �_ �1� 11, t�j ., \ � ,I \ \ \ � de, prepared, and seeded. ): , " - , � - , \ I I /,, -It" � - 11 i1i " � I , , �,, � - ;-,-�-�,,----, --� - --,. �- __._ ^I- I ) - , . ,gro i -, -,-,�,"�_:� I�� _�� ,�,-�/ ,w _', - " / 1. , \ \ ,J C�, 9 11 f , ," �;/�,,� _____� /t , � Al", k � � , ,�7 \1 il \ , � , " , 11 /I � ,� �, - 14; _,�, � /! , \,, 1, �, " \, K '/ � ,� \ \ -\-,�, , ,�,', \'- , , , PROP. G - (TYP - )� � , I I WES �, , -/ 1 �' I -- - . 11 1, , 11 1. - � I � , � ". I * , �. � __ .- _.�', ��_ I "" "I, /11 / I ",11 /,,� � , � � I 1W I ,�, , \ \ '11, --,,6. Inspect channels for damage after each storm event. Make repairs to channels as - �� . , "� , 11 . . ... � I/ I / /�' . 11, 1; I i � "'i I .\ I � , A , ,� 1 �, , � 1, , I I - _Z , , 'II - ,� - - - - L 'v'l I I'll - �, I � - -.- _ - � I I '\ I .. , ji !�\`, , " �_ I , , *-* . Z , , , - ,-, , ifli, � I - � , I I , , - _- __- , 4 �\' �_ I I �� , � S I 01,11, 1-1 I I / X � I � � � \ , , \7 1 ,,, "� , , ,�� _: �. I-- ,:� 11 *711 � � , 1, I 11 . 1� . \ , �: I \, , �, --,,,� - � I _Z, JN4j / � I 11 // I I ,, ,, , , _fti I N,,� I", �� ., -Z -, 11 '--',z-,-,-,:7:_----1 I " -/I,/ 11�1 I - �. .) , �, I 11 �:�,,,�� . .1� _� 1! �, - V I "\. 1�, -_ .- -- ,- -, , �- - - - ,_ - � I ��, Z� Z - I.- / � , , � � . . - � I required to maintain designed operation. .. - " _� - . Z � � -- , - , - 11 -,,, , _ , . �, I / , , , I - I -,- - - X I . ", , I ,� " � __� . -- - - __ � -- -- - _ - \ Z�IN - "". __ - - " 11 _,t 1, V� '1/ \ I I kmll!��', _� - � " - -, - -, -, ,� " _� �.- _ . � 11 - _____ - , " - _ . - - - - .*. �, 1, . . ,�Q, I � l � 11 I 1, *1 I - -_ _ _��"Zz �': 1, ,%� , � 'Q ....... zz�- - -,: , I . I l, , ; 1� -11 \ \ \ \ \\ _,��,.�', -- - - ":�-- " --, -_ -, , - I,- I -� - Z4� 1 ,� " , I :Zb_P_ , � , , I/ - , -111� ! 1 1 �, I 1 111'A � _� /� .- _�� - -1pa_ - - " I � , , � 1, 1� i � � 11 N�,� N, 1�,\ . I -, t � � NX.N1 . . � I f �' i I ,� /I/ - , , " , *1 , � _��__ ----:" . - .�_ - ,_ ,�'. __. I- - ,_______� . - " , / X I � -1 � I 1\ . I __ � N , , , � , "I _", ,/ . I I , . - - , I I- 1, - Z" "I " ��'. ,�7 , I � � _ _ - ;1 i� ; I I I I i I i I "i �1' -, , , , _1�1 -Z _� 1� �_, - `II -, , - . , ." I : '\\ 1�,\ � -- ,�'\'�-,� 11 .,,�11 _=�, �, /�, , , , , `1% --.-- ?ej� .1-1- I � I - , � - _` -- � ��',',� , , _ , - �-�� - . , " '�\ - _ \ - - - - - � � ��,, A - X� -_ .�, I - ,,� - , -, ,� , �, _� I, ", \:"�, � "'." SEE_-DMILS�, "P r . � '1� If "1 \ ,� � � � , " � � , - , . , ,,, '!'� 'i,A�111 \ 11� , _� ", __ "� , � - ___ '. �� - ,_ �� , - '� ��\ __ , _:� 3: , , �� I �\�` I- 1 :`J'2� ; 4 , , �." , �11 11 I 1�% � I I I \ "I \ I I \ - -, 1..� --- : _- �_ " .1 -1 - " __: -_ --..-- -.- 1. - , 1�� - ,, .- - , 'i, , f, . - - . - -_ -_ . -1 -_ �., -_ -_ - _ - - -.- __ - I -� - I -1 _w ,_ ". � -1 - - � I- ,� I -_ - _. - - 11 ." , I -, / / �,' 11 I- , __� - -_ -_ ., - - -_ -,--- - - �\ \ - - , . I 14��,\ A. -, \, \ ", , I �_ - 1`_ - I 11 ! 1 - - I - - - ,/ �, I I \ \ \ \ V 11 - - ,_ -� -1 , i 1� " 0 - '..." -, -.-I, -.1. 1, I � � - t- 0 , , / , / I 11�15 11 " /� i if 11; 0� � �� \� IN "I .. 11 . -_ - I , . - , L-- -�-__--_ ---- / , �R _\,�N1`_"\ , � I �N � �:�'iz_--- - / � , 015 1\ , - -- -_ , , � �, 'N_': _� � . � 1_1v�,;, , �-_� , , , \1, ( Y�% � \ __ - _� . J /I . ::�,� - . � \ � 1; , �, �� =, I/ � i I - 7 �0 X;Ihl, ,!�;i! E,�� - -- - - __ .1 .1 - . "I \' �,' , ,�,`��\X \ �I ., ,,,�,,, �- -, ,:-7.--,_' ., / ", / " Iff, if! I \ _1� - . , I � .- - - _ - _." I "", � 991;_. __�Z,___ �Z2WIZZ",_=�_ /' e 11 f 1. '... Z f, i'l f,� I � � -1 i t ", ", , I ", 10, � " k I ''k % \ \ ", _� -, . \ �, -, __ , t, " , " ': �,"� E�A -Z /,/ / I 1_1!�� -- -- -_ -1 11 � 1'. I .q., - i /;� 1", " e / /, / V, "" - , . � I _,:� , ZZZ:!17 �11�__ � - "" -,� ',':�? /� i 11 " A, I I �\ � � \ _ - - - -_�, - ,,� I., . ; , I , 1, 1� "', , I . I f k ii�_ - I � �'. / J / " 1111 ,I � t", 1i " I I . \ -_ - - -_ - �_,_"�_ --- -:7- _: - -,- - -,-- — � �, , ,�- "I 1\1\\��, . '. \1 \"T�', \ I - �, I I � / / ---. �, k !§' I I I , . ... I, -_ -_ � - -_ -- -- , - - , I I 11 �, -N- "� " �, , '\ I , ,= -= ,�_� ,_�� --- - �r,, I , ,/ "N�kk�7 -1 "k, N !� �, � \ - - ,:� ,_ - �, ` '�`� , , -- -_ I— �, � I - I-- _Z - - - _ Of - 11' _1% � . . ,�� I % I , I \ - . - - _,_ -, , - - " -, - - __ - - _ ,, I , - - I - / V 'i 11 / I' �� ,!t . _1 -_ � -1 --.1", - �,J "A I l Il !� I I � � - - " � � li I 1. � "I . ___Z�_� ."", _- ��_ I I 16 11 11 I i / , , / ! " I I i i I I 11.�,!:,ti, f . � \ � , _�, ___* II, " ', '�,,7 ,,> -Z-7=7 - ��,� ? , I I I 't 11 � - -- -, "_ . I I . 1 ,� 11 I ,,,�, � - I—- __ 1-11 -� -,-- 7 1 1 j, / T" `�, � " 1 , j, / / / 11 11 . � I .- j - - ,I I ,,� 1 ii I I 1", " � I ''! k \ I- - , - - -1- - __ -,, -� � 1, ,_ __ _� -, - -_ - -_ __ I '� . - - � . J,/ I � I I " / / / 1�� , * \ , II i I \ \ \ � i ,\\ "."'\ , :��-�_ -_7 -77 / I . 11 "I"' , *�, I � �,� " v , - , - \ \ "I I I " V, � ,:� - t .1 '110 - � , , �1, ! f 11 "Ifid" " � 11 \�, 'k - -- - -_ _ _. I , ,- - . - - _ -- � i I " ? I - k . I \ , " " --',: - ,'.-. � - I -f��, � - I , 0- �, 1, �� , , \ , 31,11- _,� - ': __ - �_ - --- :� �--- - ___� \ ` , - - - , I I _/ " 1, 11�1_ �,, Z�� , -_ - -- :,,�__774� 1 f " � \ "". � 7 _,_ �,_7 IL ;�L ; ., � I p, , , I !�v , - . k i "" �, " \ ", � �,,'\ �, :� , �, ,�, . , I - - I -_ �_ :�� __, , - %ft— I ? , , �, I - � � I J�',�'fl*� - . I- , "'� - I_ - __ , � �� , - t, . I , I . - \ \ I ! !I -1 - -1- �_ Z i � I , �0�_ ,%�- -, \ , _. -1 , , � - - - - -_ _ __ -,-., , I I I I I I , -) " " \, \�: \�\, I � I 0, I *% , j� / ,�// ""I'""' " r -,F0 1, 0 , 00, r " , ,,Z- " �, � I I I i ;, \ \ , V, i I � I I , � � i " � e� I., 'k "I -7 , r; I SEJ� IET�I�S, 1, �% I , %1-_ , , � ,,� ,�, , , --"--. - I � � 11 \\ 1\ , 1 ,-� I'S "I -, - : . 69 . I . I / / I , ... � � f ` I , I' ; I --- I � 11 I I I I I 0 ,;��'i -101 \ \ " \ \ \ ______ . 11 , __ - �_ I �Iil � i I I I " �J 1� � - "_ '. __ - I I . 1 5 I? 1 '5' 1 � I � , ,\ \ \ '11�' \, �0_' \, . '111 �,7, � � i �, , k k M I ,d (TYR) � 1\ � /, // � , Q-68 / , I � // / P, , , I I -p� , , - \ �� " /, " , , / I I "I / 11 � , , I TEMP. SEDIMENT TRAP ST -1,, ,I I - I � f � � , I �� 1* -_ __1 11 , �t' I , \ v -- � / / - -- -- 1, - I Q , ,� \ 1! . I � � � I , , 4� i � , , � �11 li'' . , " I' N -33-f- -- -- " , --- : - �-- --_, _:,.=_.'_ _Z��- ... � I ,I / ,� �' I � I I , � . 0 I ; , W Z /// I- �, I,, " , -- - - "' ,/ - \ , I I C . � ,0 I - . I ,f I 1 I / f t � \ �k % I 11, ��, , �\' \ 11 DIM: 50' X 80' ) I/ I 1 ", 1 \ � \ , ;.1, ,)78 �, / �, I iPROPL', R � k, � \ , � " 1\ -11 � 11\ __� - f - . "i I i \\\\ -_ -Z __ _. _ __ - � I ,_ -",- - -- _ - C , I ,� \\ I I I � � /,,� , 11 � � � � f I � � 'J I \ 11, � .. / / V t tMt �, k , � �l \'� " \ -_ 1�' 11" , " , I 11 ��:�7-�� ,_ ,> � � , 4,000 SF SA 0 WEIR, i 0 '/Z - Nll�_ 11 � � I I- _ -_ -_ - --- -_ - /I ,� " - ":7, - -_ __ 'I- __ ..... =, . ! , I/ k I : '� �, . � , - , , � . \, - -,, -I -_ � " ',"', _ - ".... . - I L , , ; � , -/, I '_ - - I I -I, - --- -_ _ - "', , . , , I � � � , 4 / 1�a i f, /// 11 � 1, �/ 1�1 I g , / t, e d .68;�Z � ,�, \ ��, , \L BOTTOM ELFV- � I i ,,, " I I I � , I : ,�l �, I ot I \ \ �, 1, �, "I I ',,"L,�� - , . I", I I I ,:\" " N P - L 00 � \ , - - / . - -, -,. -:�:� �,,' i� ,\ Twi , \ . / , I I I I \ r >,,,e, I � , I , -- - - __ Ile � - � ", I , v I I SKIMMER ELEV. 30, , ? i i � C, % 11 , r �J, / \\k � 11, 1� �� , L - : --- - _.. ', � '- -_1 .- . ,% I', __ __ "" _`�_�� - - - ,_, _.__ _,�_,_ __ ,,, , , / , , I % , � � i� _-'J�� " 0 � 11. I � "I � :11 . L I i I / / ,� , : ,� \� \ \ \\ , \�,' \,� 1 130,11 1 , ', I I I I �" \ � \ '\ , - - --,-- - i , L-__ �_ _ __7:�,5��J�' 1 - / - ��,----,,-,, $ , \ , L LL � , \1__1 - _-, :�_ 111. / SPILLWAY ELEV I i � - 11 �i, -_ - - - 1- _ I I � -1, �, k \ 6, 1 :V: 49)".� 11� f i I \\ '- \ I � \,, / � / / ��, i \ 1, I � I � L I/ I I t .; I I � I '' 1;111� � � \ , \ N - ��- I __ �_ :ZZ -::�,7 _ _ -, � - ,J t V, I" " . ::�__� L � �, I ,�_ - ;/�// - � , - I I I g if 1� I . \' \1 1� , � I �, , �, ` � ____'_',,�� ,_ I i , � , �, / i / .1 , TOP OF DAM ELEV 4, - -, ��s " - _. , '\ ,-, I \\. \\\ \ , � . 3� \ \ �\ I I - I I 1 1 ill ___,� � , , All L I . , 'W"'. k�,,,, � � > .� "I '_ .- - _ __, - - _-, _ -- -7, � __ :� , , - .- ,� , %, - / / ,/ % . � \ \ L� � ,\ � V, / , I I _ ;� "i I -::' 7 i - - , - - - __ �// t 11 I \ N \ \�,3 -I�f .1 ,� 11 k I � � 11 , �:��\ \" , ,,-- - SPILLWAY LENG y \ I % 'L, "% I � ,�� 1�� / i ,/ � � � N11, , I \ �� 1�� . 11 - ��Z,, .\ , ,_ I "ZI - -- ,�� , _ _�' 7' - - _�_' _ I " //' 7 -- _J I L � 11 . i 9 , -1.1 - - Ill f _'L - -� _�� --- --,7,-,- ;� / I / " / I /, 1� , I �1 itlw 0 1, ,� \ ,\" ,\ , - - - _,,� . ��t , % % �,I. , I " - � , __ 11 ----- - ---.- / __ -, I / 01,-` \ \ . . I I / '% INIM I IU",I:/'- .Z , - - .. - -- , , I , ,= 'ki, I \1 I'l / I � ,-�,��:, 7Z�:_- ,- %: -, ., �_, - I , , , -, , - 1� ,13C, . "', , . . Z ::�_, - .1 I �, \_ - - /�; , , I , 1�1 e I ,- -- - --- - _5 -, I t 11 __ — / 1, . :�:-��: I L, - \ � � I \ , :��,�l � � _. ,. ,- 1.11, -1 �____ _�k_--kz-Gil, ___1 , , , I /, \\"\ � � � \ \ \ 01, f �\ \, , �� , ��_ ,__� ,- �, I , - _ ., ,�� -- -, -�"_ � / �/ _\ � � � I , \ _.. - - -_ _3��,-.�,_ __ __ - � - I , -.,-. - "_ I \ \1 N, � I � - - - " %, ') 'I I ;,�-��. /I / I , � .� ___ -, � f � �_ �_ ,__ � ...... " �',- ',,-- /' / I' - - '�'? I " I.,; 1�� ,� '304.1 . - �__ , I I I � , " I I � �4.,Tw, -.1 - .- - I __ I L , I ., � I , - � � 551� \ \ I'\ \ I- - 1�� - . I __"� � _�_ i -:--- - -_:- � -::,- ---- -:� __ _,� - _� .1� . �� , , � _� __ �V_l - - __ '-� - �P. I - �,, , , / f � ,� , p w - __�',_ - ", ", . . I \ . i , . / , i �.,, I Tw` ,.. ��,@* 500 §1, \ � ',�. � ` -_ -1._ �_, �, , - - 1 / 7; `, I �;�,-, - , -1 if � � I 1 �71 ,/ -i - - _ - , " - i '1�yl I I - 71____________�:___ . I \ �� 1 � I / / - -- I \ -_ �_ ,�5: , _�, - I ; 1 � 1: - 11��, " , - I , , I I , J� 1 1 \ __ -1 __ __ _� , :� ;, 1 " ,;�,� . IL � >---' 1 ,4 � �,_ :::� I �) � 1��,� .;, '1 � _', ��, . . L . 1 M . , t " ��-' �.14 - � � - " - ,_, - )2 I i I �. - . 0� .., I � , � / /I/ / e, i, ", -, * \ :- ,� ' _-, .- _�� ,"'� , ;y �,-, _� / I . 3 �4�11 1 . F -1 .. �, 'IT � � 1, �1, _�__ 11. �--�',�-_ 1-1 v VU 1, I - �, � $', " '/ . / _� . L I . / ,,� 1, 5.58' of 30" RCP �' , ,�- ", . / I � , , , / / ,-1 _< ) I , I � I /� / , r . _:�ii,�_� --,.*-' - , . 1. , , ; ��, . 4 . PROP. SILT FENCE % I I ,, L L 1'� I— I - __ - I/ / J ,,, / 0 �.'I�i% I " e 0i . _ ,,,, "I �, � 1, 1- - - I - - .,-- " - il ", "" " - " - 1i , 1;119 :: "I" / / / ,� / r _� �� ` L\� - - -_ - _ �, " � # , , I / " I _,� f (. 1. , I - - - ,� / _� " 11 -_ -- - '--"- -7� �� _ 96.12 of 24" RCP 0 3 65%. " / / / " � ,- -- I . � / 11 1; I i, I ... ." - _ 1�� / 11 / / / / i 1`, / Aon� . L . I _ 1".. ,- I I / . . I I . LL 01!� ' D/414, /- .- _ - - �, ," 777 / / / , I I . � \-�, -_ , . $01!� PROP.. STONE CHIE�X _. - - N I � I I . I ', . � - ,� I PROP. OPE MATTING SHOWN _- r ,�� --- '---� "-_, -- / ,;, I . . . / / , - - -!S_-_M . .... , -: ,_ .. ,,� / , I I : .� % I . \1 I . i , AN , -, �, . ,(TYP --#"QETAlL / "I I _,-�, , - - -�. � \ k � SHA (VTYP) - SEE DETAILS ; f , , - - - - I ,L/ �, I -\ , -- - - 7N. .;,."/ - - i \ '1� 11 7 I I'll ,_ I " / , '_ __ I , , . . \ i I �%,�. i I / �,_ � -, -1 ,�, / " I - -,. - -_ __� _,� . 11 11 I I " I - \ '_1 __ - � _1 -I ,_ I / , /, / �, N__ , - - - . L . OP. E4ERGENCY SPILLYWAT I � I I' � �' I I L - TO. 300-. - __ ._�.� . I . . .1 . . . �,, I ( I 11 � " I . I . 11\"' .. , I- -_ .11 � 'c,'- >'/ I/ I " -9 1 L- � __ I . . I 11 . I I (TYP) - SEE DETAILS I I \ "I - - � I I _,�* , ,� ��_ �, flu ." - I BW1 2 - -_ - ____ --- 7�__ - I'll, L . . L I , I � j � ! \ '-\ - - -_ - .1 - �, "I 1/1 .\ - I . . . i h �, .. I � , I i , I I \ � -11 - __ "!; X11 _. ,-,-- ,-1 . I � I � i, 1 I I " I - � �_ - ,,� ,---,q -- ,,V�/ ,// --,-\ �,,, "Tw. -1 - -_ . PROP SK ; . . \ I L \ .\ - -_ -_ _ -_ " _-, I - � --U -/, / /- 2 1 .1 � .1 ", I ___- ,- , . ,� ,,I -, ?W .1, -L � -, �� -1 . IMMER APRON (TYP) , ` I A , � \ "` '_ , - -1 - -_ I , " " 'L I , "��, " . " / _\,� " , - I ", -- , ,� "I I . - - . . I I \ , I �, . 1i , �, L ' \ � .�' - - , -1" L� . N -,- "., ....- -_ �_ I . L . I I I \ k \ -,, . , - - -:� �, ,,- / ,,� I . "I - -11 -_ _ _ 1��, -_ I -_ - - "I - "__�, I -..,.. 11 I� � \ I I . 11 "I I . . I I - REF. ClfTAILS FOR IZE-S. ! " t I , " \ '�', , \\ \ I '�,_ __ . - ,- ,� \ 'X\_1:-_- . - 1 , 1;;t' I I '/ �, "__ _�Z ...... .. - -11 -:� , , L L 11 I I I , � , � I. �,, , , ,� I., - ,. i L�_ I "", , - I \ . .. . POP. 2.0" SKIMMER 0 z \ I - _L /,_ / 1� =-tiw -, 4 11, __ Z" __:, - - -, , , ' , -1 I �_. 11 � . . I L . I - �, Al "Z 11 �, \ ,\ \ _______ _ _f , -�, I - - , - .. - �7 , ' I I . L . *11 . I \ \ 1, . - ___1 - � .11 _� �1. - 4R',V'IN -8 11 :__�, 11�, . I - W/ kl.7" DIA., ORIFICE � � \ 1�_ .1 � " `_,:_7,:-5,_--%�' _�_, _- \1 L . I I It- \ 11 , 11 \ 1_� . _ ___ -"_ - _/ .� - 11, 7��_ - . _ -11 - - -- � %, � I" ; .1 . � , � \ \ , �, . N �;,t�, \ � -.- - , � ----__ -I' I ,� . ...... . L . ... ::,-, � ... _� - \ I _. - ---' _" - I �, � , , � " I ".. �, _ _ - I .1 . . . . . - ik,�.ii -1 I , ,,_ - `Z� - - . PROP. TEM COIR BAFFLES I � ,� \ -, � -_ . -, - ,/* , . _. A R,_ APi - I -_ --- , - " I "I �, - - , __ - - " 1.�' _`� - _11�1� �, - _�- '/, , I .- ___-_�. _ " -_ - � � . . " _1� " - ,�_ _ _ '. �_ >-��,�-, *""" I _Z� , _ I'll k �1 �, I- " ,DET�4$�-,TQ3 1 . i I- . 11 �, - , � LL - L (Iyp)�- SEE DETAILS I ... 11 I �1 , � , . -� � �11 _� " ,_. - 11 4 __1 . I A -_ -PROP- -LOT IN�E__(TYP_� _:�� - . � ,�11 - � - , -1 - - -_ - ,, ote, I � I L" I � ,� 'k \ � � 7d - I_ 11-1 " `1 - - - _.... I - 5 ��_ �_' 11,� - 1 <::7::7-::7;:�� `I- `\ , �� ---Z-----_7 \ � - ,,-`�_----!��;,__ ,_ - -1 \ 1�1 �, " _� " __ I , \ , \ \ , � � �� , -- L i �� ,i � i , , t � s \ �� ,� - -, 5� ", ,.;�,�:.- -'_"'�� ,,- - I - - --- - ,�-_, '�s a �9 N, .� f f III - - 'L ______�__ 'I- �1_ �, w," � �� - ��_ __ _� _ - __ - __ _ ) I 1 4�- �, "' �_ ---, ..%-. -,, -L 11 -1 I .... I., - , ____ " � __ ," .-- " , - � I - I I , / " 1, � - -1 , �, ,--, ��, `:�� -- - ,:, --- -- - � __�,:�_ ZZ __ I , _1 . ,� , " L 1 -IC,6 . �, I \ �, , � �-- �-- -- --, --,:�, I ,- � , " -, _ .. - " ,2,92- - , - - - I I 8 . � 1, ill 0 1 " - -1. "I , - _ I-'- � �, __;l � ;,�,,, '<� ,� - K / 1- , 11 -FES Q1 , . ,� ""', I I I ,,, . 1_� I --- -_ �00 L/// 'L _;;�, _ L `1 I Jf L , I I , - __.. ---t,�j_ __ - _. -'� �. _� - . __�I.kw - L _,�, / I . ./ /'L- - 2�Z' - 7�1 - , -�7_,%,"_:,-_-_��, . " , �<� I , - �� 11 .1 - _ _,_,0_6____�,'_._ - __ _� ��_ ",, ��_ .1 L- � , // -� -:Z - - _ .� -_ � " -, . �,, (/ f \ , ��__ - - I / I / I - - - I ::�� L, "__ _ '-_r I I \ . I . L 1_� 11� I I , � \" - ":" _'. " - -, ___I: -- 11 _Z' _ . --- - - A0 APRON L/ 'I -1, f �, //- :/_�: �_' -I - " 7' - _ 7= ,�,77 -- I I �, �, 1� , � , , , - // I _*�� - L L L i 1, i I N, \ . , � �� __ - - --- -_ A -IN- 29,83 1:, ,,, ,P�� I \ � , _. __,� --I W: 4 , ,�� i �, I �t � 'I, 11 \ I _ - �� " �m. 4y i I t, " - _."_,::, , - �;�_ ___� . N, . - I � 11 � 11 I � __ - , ,:,I- .1 3Q, _--,��_ _:_ --�:--_,�:�- -_,-- - ,- ,-, > -,.�', I., . -,:- _ � - , � �- ,� /I - ' �11�1 H , 1. 11 " i � 11", �, , , , \ , I,_ �Q� - - -- -, , ,,:: " - LLL � _ - _ 9 W; z0o. Kq? I I- - - - _ , V � /,/",- " 11 , I � - _�, �;.,_ ��_ I Z" 1%, I ,;I �, i " I . , I _, 2 _ "I " - -_ ::�- - -_, - �, � 1. "." ___, I '<, - . - kop RI R "I - - _ Z7_ 1*1 q " - , 1 k � I " ..197 - - -_ _. - ,��_, - - 11 , -,- `1 I \ , \ \ -, I- I -1 - _ - , \ � . , � - - �11 � \-- "", -1 _. -_ -_ - I_, - �� . . . L � ;,_ " I ��_ I TM 288.72 .1 / .. - _.,�L "'. // / - -, - - - :!= -,-- ,._'� --- - "ar- � - ",Ll�, / / /"N r, - 170�� , \ L . ,�, I . I � I \ \ \, , -. I- - __ .., ____ __ __ -, - __ '�: __ -.,- - , - , , , ;��,� - ; �� , ! \ I I - - ---- - - - -,-',7',4', " " ( I & . ,,, __ - _ , / ",L !�Z':_�_ .- =_ --� --- ,. - - =_,_'11,_ --- 'A'� . ,�: ,��-�,_�-�,�_- . , -- --- - _ --- \ \ I ,� � ' ' ,/ -- ___04_-- � ,_ - ,� I " -1, '7- __ _ -, - - - - - - W, , , 1�1 , / / -3 �,.WI�11_7_.-��7_, " _� :'�,_ .__ _, - , L ...... - - .Z I, - L I / , _ __ , , "' / . - ,- - � _ �� I �, � J %, , I �,, " \ , - -- -_ ... � - I- - - - - . I I , I I /I I , � , / " 'L � " 1'1� 11 __ - I - — � . I I \ I \ " 1- �. __ __ _ _ _ _ _ __ __ ,�� __ ,:* _, _"�� - � - - . - _ 1. i , � I .1 . I , I '. / X,,- �-, , � / Af " I I I / /L '/ /L - = = '-'-, ��- - :Z� ,: " - '_ - \ �L I—- - , -_ . 11 NN 1� ,,, . -1 _Z11 , - - - -_ - _11-:_7 _:,-,, * `1 . I I I /I. Z 1-1 , e / I - - � i� _, _ __�,_ . . I _ Z-- -__, - � 1� / ,_ " _=:,��;�.__ I : "I . _____Z_ _ - - _ - _0 .. ..... . , - "�, - , , 1K " # -�� -- � � 11 'L , / ,�-v� - ,-7 ,-. I _". ,:� - _', --- _',=,_-,-- � 1. , . _ _�� _-,_ , '� ,,- ".11 111 \ 16 I , I ,� / , ." 1� ��_::__ -, _--�, - .- ,-":- __ , _ _,-' �, I . ____Z________ `_ - _ __ .- __ - . � I ,� , ./ - I , , . 11 ','/" ,"/, ,- _ -, �__ - ::�_�_ _ -1 - --- 11 � -1 . .. .... I - '_ �_�___5_ -, \ , , I /�, 11 _ �, % � � "" '- - _ - :�___ :� -- -_ . " , /, / , I I . _ _,_ * _- - __ , , , -,\� � ` - - __�;� " � , � ,&7 / � __ I , � , i \ , , , __: )? . "� , . __ -=, -7 -7 -�,� _�=:7 - - - , �,// , 1_� _^qoq� ,�,, ", /� ,/ , , - - __� __ , . "I � % , - � , ,_.I _ _:;�: _: ,,�� _ ,7.. _��,__�'.'.��, � - , /� \ 4 ,,� . , � I, -_ ,_ � I _ L, ... _ - - _,:�' -_ , I - � ,� - I � - -, / " � - , * - - _. ", . " , �� _ _ _, __ __- -:: _ . . I - / A// � I , -1 ��, - _ __1 _ -_ - ----I--- - . . - . , f "', �, e , ; , IAIK, I �, 1, " I ��, a - - - ------ -- _ .... ...... .", ---,- =�,— - /, "I �� , �,_ - __ _� "I I � ,,, , " ,/ "'b ,/ -,-- __ , t, 11 � �� , , "', , ,,, - _' "7� - - __;11 , __ - I L - ,�, - ,=, - . , . __ "�� _ L_ � - - " ,� B 11 , 1� I __%=_'� . ��, _��,_ �-= . ./I � J I'll -1 __ �_ -, B ,,� � "_ -,__ ��,/ , . _��r_ _�:iio ,!:.�:7. 1 , - . - 'r .1 ,,L 1 - -4' _:�_ , 11 I .,: , . __ �,_' - , - -, -- ,/' , ", - , - I- ,� ,.� , , , __ --- " ,��- - I /� , �, _� / ,,� " . ,/ 'Ve , "I _O!-�,�,;" :,,,11�_,�", -�� :, ,:; I . , ��, -1 � ...., 1, _"7_'__�;� . -.--. , , -_ - 11 I., - :: :� i 11 __ �:, �� I-, I- I 16, �� - , 1, ,'_`�� - , , I — "#@"_WM__ -'L-'- _'_�� . -,--- - _� ,L'Z / I I -/1 �� 01- ( - _', ",", � L- ' , �. ,f, �� - -, 1'_ , , � -1 I , - _� ,_ _, i . `1 _""qV____ I— 'L _,' --__-i:,- __1 I,- __1 I,- - 11 I/ I ,'� �, - " 1-1 'I-, '_ - , / I ':�' � �_ 1, " "7", " I - - ,--' --1 - ,,_,—;�� , , - _' � -�'-_ . . " , - _� �- 1, " �, I �, I � , -- _ .. - '_1 1�1 ", --":��_= _=7.,�E7_��: __ -' -, , - - __ - - -, - - � �, - � "' - I - �, " -, -�, '. - I _� �. -,:�--��-,,-=--�-,--;zzr-==--,�7-�-,� I - "; - - - I V ... L _: -_ I "I �-�, ,,, -- � � 'L , � ,,��, _,-, _� - �_. �_. . �_ �J - / � - �' I - "/ .// , , , / / / I , " C C A � I , 'I /C I / I ' ' '* " � " ' r �3` ' �, I' 1 . � ", , , $. , , , � , , , , _ , , , � , " , , � , _", , " � " " 9", �/?,,/,;,//is�/ ,,,,, "//;R , ,/ , � � " " 1 ,,4 , , /, 11 ,,, ,� ,,, ,� �L , / , � 2��_ `� , �11 X � I � , " , , 7 1 i I � " - _�Z,�:�_�-Z - - � �_11 - `�"' ""�,'� I . 11 - - � I ______ - / / 1� "�� q�� I I `-I " . -_ -_ "I - � - _� _�� - )� ��, 11 �Q� �/, I I _= -1 __ - I - "I ,_,��va--_ , I � I / I , , � ,_ ` ,� �L . I :,� - 1� �, - I . _��_ , , -1_____ . . �_ 1�1 . .1 , I - - - �_ �, i�','�,,� V � " �_ Z,�_�, , _� I- . . I I I 1'�� " , :'�_: �N � � -- �- �,'.� I ,,, ,/ � �,N_ .. ,_ � � � " _� 'WL" "'�',�� I :5� � /I �,, ",', I/ I � :, - I ,_ - - Z, ,5 " � I � 1. 1.1,.'--', " _:�__ - - --- -_ .1 ",_ �� -�, ,,--., " ,- - I - /. // ,_ - , � -- -1 - I I I "I � __ --- --' __ 1 11 . / ,,�,, , "I / .1 - i ,_ . I . I - - ,, ... I ,-. - t , 1- . - - I 0 . � , I L . . � I 11 _:��_� , ,I�,3 � ", �, ,'. "" ,� , , I I _ 11 -, �., ��, /�/',/ I . I . ,��_ "� _�� , � -_ . _1� 'L , ,t 1Z d /I , _', - � I . � . . I �, , I _�_` I-- , - I " - - 1�1 ,,�, / " . � , "I" I I 11 I I . L /" � --'.".- !��q - , - __ __�,_ �,`,� `�11 I 11 'A 01 " " - IX ,/ ,,- ;�, . / �, / . L' - -' - --' __ n�'Jd'�, ' '� _ I I 0Z1 I " 'L' '� ' I I I f i _ L' , :� - __ I _. - - _,� , , I / I I , I _ , ,�� / _�, - - - � X ,,�/ -/ I , I . . - ,_ - -_ -_ _ " - " I I - I 11 ,�� " I /` / ./ /, " �/.�, :�_ / �, /, . " �, " I �_ _... ... - --- - ` -___ , - " " ,tv /- .. / ,/ L ,_ " \1 I /,/ " Z I I . 11 '/ ,�,� �,, _, ___ . - -- __ 11 _�_ - �� , /- � I I 11 11 . I . � I . 1, 11 , .- -- �, , - , // ,,- _ , ",,L I 0 . ": I/ ',',�,�',,' ,/ I I . . . / ,:�, " -, I I " , . . . I -11 ��, ' L " - -.- _ __ -_ -_ � 16' __/ " " / LI/ /I . . I - - �'. "' ,_ - ,L M, , " .- t I / ,1 - - ,_ ,_� / / . I " " ,/ /,., "I � �_ __1 - -1 -11 - ,,- ,�. -- " __ - �, ". . I 4 � - . 40t6 I . / -^ / ,_ , , � I , "', - I � . I 1. " X, � 11 / ,/,., I I __ /; /01 , -, - � . - -1 �� " Z , - � -,-,, , I _�,' I/ . ,�, ,�: 1, �, a 0 1 1 L /1, /�,,�� "�,- - / , "" \V 11 I ,/;�� ;, - , , 1�_ -Lo' /I I , I �� ,� , ____�,,� I I , � - L , >�� " , I / .� ", ,4 1 1 I . 'L I "', . ;,, ,� , L """ , � I L, . ", " , . , , i � , , L ,�* i , , , ", , i I I "v , , , ,4 , " , i * ", ��, ,\ , , ., , �� -11 : .. , , , � � 'L , , , - , , , , , � ' �, I , V� I EDGEWATER 0 IN L A K E T1 1, 1� E, K V LEDGEWATER DEVELOPERS, INC. r . : 0 W 1110 Z < . Q� . LU -I IL a Z Z . : 0 0� �_ M 2 7' , 0 LL. 00 0 Z Z 7- 0 Z) I— IU 0 49� 0 W 0 LLI 1-_ 0 0� _17 W 0 Z �; 06 I �0 � 14 3: 0 � < 0� W U! 5 - tL�L- - ) LU - � r, � -1 0, Z 0 Im ,-_J - 0 04 0 a. 04 3: '0 6 I - . � . UJ 00 K) I- - _J 5-: < I - 6i �: in � I.- 0 2i C) 0 () - 0 0 JE ,�� UJ 0 " .. >_ U_ (D LU i� �: - -1 W in a rL I 3 W Lu I— < ca ') W . zq� 5,: in I - L �_ U) 0 0 65 W , 0) Z 3: . . 2 M :5 I I_ Z 0 _J 11 UJ Oi L_ N Z a 0 U) Q . Q 44 _- -0 IL g � g - � 0 " . g �2 i Z 00 . -� 0 Wo 6 �9 6 (6 �! Z� � i . C t 0 :;� Z � $ - . W Q Z . 0 0 8 W M , 0 �2 �2 ' 9 � 0 17 .S � J 0 19 W 0 & > 3: 9 ff LU W M W X ;� U 'T I C Z 0 Z , 0 W I - LO , - .0 . W -8 E � M . .0 W - - - LOAF (9 CL I a W 1% ---./ I I r . : 0 W 1110 Z < . Q� . LU -I IL a Z Z . : 0 0� �_ M 2 7' , 0 LL. 00 0 Z Z 7- 0 Z) I— IU 0 49� 0 W 0 LLI 1-_ 0 0� _17 W 0 Z �; 06 I �0 � 14 3: 0 � < 0� W U! 5 - tL�L- - ) LU - � r, � -1 0, Z 0 Im ,-_J - 0 04 0 a. 04 3: '0 6 I - . � . UJ 00 K) I- - _J 5-: < I - 6i �: in � I.- 0 2i C) 0 () - 0 0 JE ,�� UJ 0 " .. >_ U_ (D LU i� �: - -1 W in a rL I 3 W Lu I— < ca ') W . zq� 5,: in I - L �_ U) 0 0 65 W , 0) Z 3: . . 2 M :5 . . I_ Z 0 _J 11 UJ Oi L_ N Z a 0 U) Q . Q 44 _- -0 IL g � g - � 0 " . g �2 i Z 00 . -� 0 Wo 6 �9 6 (6 �! Z� � i . C t 0 :;� Z � $ - . W Q Z . 0 0 8 W M , 0 �2 �2 ' 9 � 0 17 .S � J 0 19 W 0 & > 3: 9 ff LU W M W X ;� U 'T I C Z 0 Z , 0 W I - LO , - .0 . W -8 E � M . .0 W - - - LOAF (9 CL a W 1% ---./ 10"Ict-'s 1 -i I I I � /� I , / �, a _ �, , " - 11 M, I I ' O'L I ", . ' ' - � -,;, �', I - - . . L . � - IL/ /� I - "I" , / , "' - 11 - - I '. � -AC - - I/ , I / \� IL"' . / ,/, / 1/. / / � -1 -, -_ - '7q �41, ZX �_�_�, I I / - , " I , � . __ -1 " , �, I , , � . ' ' " - �/ 1� � . 11 , � , , & � � I I I I I I I / / / / I . . . I / - _�' , , /' I 1� _�_ -.- -_ - � - ,- - ��, -, -,-- ' ,,, I 1; ,I -_ - - . , 1, , ;,, - ,,- ,,-,, '..'- "I , '. �, ,� � - ��__ I . . I . .. I � . , ,/ ,/ /' " '0y" / . - - -_ I/ .,� L - : 1� - _ " --I / , , -- I / " // / �, �, , /- ", " , , " I "I/ I . . , - -- _ ;,:�,� '\'I,- -_ �� ,�,�,,�� '. , _ ��', i I / , I " / \\x I / I/ � I , �,'. I,- I I , - / , N . . L I - / , , - � � , I . . I I I L 9, / ,,.,, 1/1 / ,,- _/ " I , " , / �� / , ,� , . _ -_ - -, X �, , " I " �4 "I __ "� "", , /. , , ./ ., 11 - ___�� / " I I . . 4 / / I , " " v " _ .- I -1- � - - -_ -*' " , " ", . �� L' '_ - " , ..... / / , -,�P � , , - / . . /t, I / 11 / �/ ", � -1 �L '. I , " - I I ;�Z�l , � I " / �A . I L . I , � " _ _' 1��', X - � / / I - , I , � .1 "I , � . I _o '1�1 � I ,�� ,/1' � � / -1 � " , L �-/ , I .-__� 11" - , �4 1 1��. L I "V/ ' L '/' / , , e* X_ I" 11 " , L' ,/ �* - . . I I -� � / �Z /, �, /' 11 / / " I . " - I , 1� /` � ) I I . ... . I . - " /I - - - _.��Z / ; r ... I ,J �, I I— � , �,L I I / � "', , S . 11 11, / I , , -, - - , " 1�,, " J / / - . f I I 7� - 111:, --- 7 " ", , I , / . , " , -_ .. 11 �, I -_ 11 , ,�, , - � z , " ,,�/ ,,,, " I , , / - . . I 11 , LL . __ __, -_ - , / /L' � ,1� � -,,,,, I/' __'r�_ 1/1 _ .- // I I ,. / , �, ** - I , e / I /' , , 1;� - . � �,,_, �, �, I , �� , __ -1 - 'y , / "I / , ,- _77 , , _� , , " � / � .' / / ,L- ' - , __ :� Ill\ " . ,,� -1 '. , - . / , / - . L L '. _ - �_ �� -1 / /, ./ / t. I �. I 1� "I /�, ,�, - � , .,,,I I / I . 1 '76 - - - ___-/,,-� . - I ____ L I 1-1 " , , �/ ! : - -. I . I . L ,,, _- . �,,-- " " - � 1-1111, I �- , ��, ' ej�" L/ ,� / / / / / / / I � .. � . - . . I . L / / �.� , I _w - I �� = : �,, I L - _. � � L .1 . . . * �, " - � - - " I . : L I I "" - - - -� - __ ? ,,,, I I � --, -, - -- -- , � I - I - 1/1, ,//,,/ / / / / I L , - . --- -, ____7:� -1 �, � , ,�,, I " '/ SEAL . ,,' - �, / "' I _.- .- ,� / , L / / I � /_ — �,, / 1 , �,, - L'�� , . I I 1-1 � , / / / / -, /, , � " " 1-11 "' _ I'll, I � _� . ,�, - -", 46, � -------- -, �� I /�,�/ � i // - ��, " __3- - � _ 1'�: - /1' , ,/ " " L, LAKE TILLERY I � , 1�`, " �, ,,� � j,:9 . � " /5 - - I " '' I __ - --- - >, / I" - * �,, �5.1 __ ,_ -,.� V�, / i / i, �� , !�,, " ybta� ,I , t* -, , 'L ... :�, " �', , , � ; /Y/z� I I 11 - . . L I <'� ,_1_1 'I. I " , __<� -0 I I I I - -_ __ ___." " , I ,�, - �'� - / 03 �, , t / / �, / , / " . I I '� I" ": " ,-\ ,� , " / f , , / / �_ _- : I :', � L I I / .� ��, 11 � 1, 1:�, 11 � I _ *.. P. ii . � ,�, I �, 11: I I -1 _ �'. � I ,,, ,�/ " �, /�,L""_, ,,, ��o , � / / I � � J � ' I - L . ,/ /, , , " 1-1 / � � " i 1-1 f -G, I / � I I'll -, L I I IL - - -_ '_�__ ,_ ' � � , I I �� i/ !.// 6� I . � I 11 - / I 9 � 1, . � � ,, '� L' " ", " , , �% t , 1 I � 11 .. 4�:', . I , �11 / - "" -f 6t I -1 , i . I I ,�� /�, I -1 / ! I f , ! .1 1, L .. I Z .1 ',1111, .L "I, I ,L" I.- -1 ,,- ,-- , _ � " �, / I " "� - 1� 1� 1� , / .1 - , . I L . I - , �- �' I �, J I I / I- / / /, / � J 1_� '11�1 _14, .�,: i'l-L '1� , , , I" L I I- -, - I I � // - I � "" 11 - - - I , I I � - , I - -�� I . I �, X / , ) I f I " I ,;, I �� , I �L � �L:�L I ' "I 1�1 11 - � I 11 "I . I � I -1 /, , I e -V , �' ": " LL", " -1 , 4��A _ "' " ' ��`�' I i ? I ",/ .1 I . '1-0 ,// � / / " / /I � I 1 1 � L ", '__ I ",""'L/ "'� � S!*--:v(3INV_ .. " , I " / I . -, -, I / / / / / - -, , ;, , " I �, 1 4 - , ". ,�!, �, I - I I , ".. � t t 11 I �' 11 - " X11 -1 - , -1111. 1. 1, .1 , - , I I f 1,1,v,�, / ,,- / , "I. I ', � "I `1 7%.' \ I / -I- _ �, ,/ / / � _0 � �, /"�, �, 'O", I I �_, ,/1 � I / /, / 1, ,_ . J / / I - :1 � 1, � / '. �,_ �L I I -, , �, � 1, I � , " , " . . 11 I'll I / � , �, /,/',,, ///' -, . � ,�, ./ , I / �L 11, I /1, I . . . , 1, ",/",/ ), / i " - - \\\\' I I - / // I I / / / I` t � , . � - �,?�, "', '/ I " � ", "I 1� ,/ �� L , 1,�/ � ? ... I �1, I/ /". , /1/1�111,111\\\ I ,� ,�, " , / / / /I - I I �_ _ I I I .1 I I /, ./ ,�, I � , � " -"/ /0�� - I I I ,/ -� I I ,�_,_� . I I . - -� - - I ... 1�1111 "I'll I., . "I �, F: I ", "/,� " , , I , '. ", , I "�/ , � � - — I - _/ 11 � I / I t � " . . / I'll, .,�' _� "I, 'I-,' I- /_ 1/// I ,]�� i, / / I " / , . I I � � , ,,-' / �_ -, . I t � I � � 1 � � x, , I � I I / ", . - , / �' 11 I 11 � ,,,�, 1, I I . � I i I � -, --- - I- I 0 -/ . � - , , I "I , / " ,_ , ,� I " / , // / I ��,-/ I ,/ / ,��/ , / �/ 1! / . 1, 11 11 I / ! L / /' " 'I-,' /.1, 1-1 - - __ I I �,�:_ , / -11, it "///'/ J 1 I L /I ,/ , . - / , " , ! 11 -�, _,� LL" / I ,�'. ,,� , ,� ", " I 11 I j / i 1 i 1�1 / / . 11�/ /I o 11 .. � � � / � I,/ " . . , , � / , I I 1, I 141NI-11 _ .-, , ,� � ; I ,: � L ,f I "I I ,X- ' 1�� , I" " .111, I/"! f i 1 � , , / I i . " / � / /�, / __ �)b - _ - __ _� I'll / � . ", I ,� V� / ,�, L L I" . I " I , ; � ? / / .. . f "I, ./ " // V , " I o i I n - L 11 � �, a �( ��, . . . L � I /11 "I /L � __ /I / / ,_ _., __ _., - - 1-1 11 'i ; / / ./ I / � 11,� I 1 / - "' . / I . I . I I I ,* , i , ?, ? / i , � /, I I / : . . 11 I I - _ __� 1�1 / I / /. 1, �P�11 / . / " /� v, � ,-� , I 'I I � / i f / ( J I I "I / // 1� - / / ,/ / I / I'll .. � I �' / I �'F�1111'�_ / / / / . 40,6 /' / �� / � �, - / � , I "Ij , I � : I . I / / �, . / , ,� �L �" / - I " � / " �' " � ?, � i ' L '. . 9 1*1 . / / f " .11 , -_ '. ---289.,,, � W1,10 11` ,,, ", / / /I �/ I I I 11 , ", ,,, " / , , ,-, � ��,L;,;"� I . I I § J I I I t / I � I - I I I � " I // / / . / " I I/ 1, 11 I / / / /I .11, I- I " ,_ / 11 1� , /, f I � , I . / / � I I , 'I - ,1 I � 41 I ,,, . J, , 04 . / , , I 1-� � I/ I I " " / /, /-- / , o . � _ " / � , . I A; cr", "I / / I / , / le I..-.------------- - - I , ,� f �, �' i p � , I . "/ / . 1_� 1-1 _�. � , /I �, � � I " I , I J e I 11 1� `1 /' / / / / "I, , � 1�1 �, / / I I / I 11z, � I "I'll P I ,/ " , , / / / / ,,, ,,, I " I'll/ I ? � I ": / " 1 , // . J, i / � / � i . I - I ; I L L . .. / y I " / / " -1-1 - - - : �, "I / " / / i� � I , I f I / / , , 1, I / / ," / i / / I z"", . I . . L / I ,L . . -, " 11 �e � / I IL/, " � ,( , f , , . � � I . I / F � , I . I / , I/ I , I g I 01 � , "I 1- I , , i 11 - , I , 11"U / "I "I' - _ -_ -_ , , /' i ! i i 0 / M4 if I I I � � / , - __ , .- �` TRAP L �;"'/ I e' / / / " / [ , / / ' I kot 11; . . . L , � / 11 I / I -_ -.1 _ -_ I r_ I I "I I , / " , , / / / / L:, " �' 1 f faos , I " I � I .. I . I . � I' I / �, / / : 11 -_ __ - I , DI E / 1� " ,"/// L . " � � i , � , I I I . / / ,\\ � Q ,-8 . . I � , 1 / / / / / Z, / . ,- �_ 1� --'S E D IM E N T, ' " / : I '11111 I , ' / �, " . i � / / , , I 1 1 ! , i f / / / i ", .- ' i . / , �Z v / / 1� "I ! 1� ,f 1 / , , , �' � i / P (I Sr -,2 " I I / / / I . ,-bim: 136, X"36! 1;X 5' " /401';"jr ' / " v, r - / , l / / " 4k)t i I I /I 11 I -_ -- _i__!�� I I I - , � " ' /111 i " 7.' / /L t " � \ \ , � , . I I � I , -----' -- ' ... - I � I Mvt. ��u.� - / / i " '.1 I'll, � , , I I � � � , " $,>� § I ? i � �'� ' ,L�'. 6 1 ! , � , i , I ,�' tot INV 01 IT' -9 / � // I I , L \ . . I . � / 11� ft� WEIR I i , 11 ��, , , " , I I . [ / / / / . -_ -_ � 5,�oidi SF, -'SA i � I � 1101 -ft I I I / 1; / I- 104� � . . . � 1 1 11 / � / I --------- -, -, -_ ,. ,. I I I )h , !�� - - �, \ I .. I . . i I I / / / - - �' �, i , 1 . q�-�', � I I I j I 1, -1, 11 I . . I � I I I " / I I- BOTTOM- ELEV- 2 99 i �i 4��4 ", / / ,,, I I _'�,", � , , tle 1�'ft I L '411 1 1 It � k � . . 11 Sk 11�11 I I ; I I � , " / / /L 1 __'.5� -1. -_ - # / ,I 11 I I I , � , / / , , / I "& J.� fli i �' � � ' � � \ \ \ 11 I � I , / 11 _F/10 -_ -_ - I I I �, � � / , , 1 L L�� I I � � , . ., ."� I / / , Al . I ,,,�� ,� _42 -1 011 ' - 11 �, , , -, I i I I � � , k \ "I '\ I I i / / / "I . / . / 1� A,�. / , 1; , / 01 / I I . . I . �A; � - - ,�§X MER E, L . � I I N. / i , I , I k � 1, li, 1 1 i , ; ; , 1, ", �� .\ \ \ \ ,�', \ `1 I . I _ 11 , �! : ,,� J ! , I I I I � I , / , I / j? " , / � / I / L , , � I I �, I " . � � I I � I I 4 i / / � / . , / �- 1-1 1� __ -_ - - - -ISPILLWAY, : 4.5' / / . 11 IZIVO / , , / _�,,` I � , / - '? / t t , � , , �, � N , \ '\ ,� \, I . L . . . � , I / V/ . I 1'% � ,I i i t I i I \ \ \, I . I . , - '. -k '� \ , , \ 11 , I i \ L , / � / . . �, 1,� , , N � I � �, f I 1 1 e� I . � 1, � I I - , I V - - , � \ ,��, \ , , � � I I I � I ��*� / I / " / f / . i , / L \ / 11 / / I' , / / / - " ,,, " I �e 1, / i / k ( � � I " . TOP 0 M EL : 296',, ` I �. . I WW/ , / / , , / , � � 1 1 k��ii�J� � , I \ , '! � , i I I / / ' 1�1, / � / / / / " ,,, It' //// , � , ,_ % " 1, \ " \ \ I . I . � � i I i I �11 I!LLWA"YNGTH: 8! �, ' ' / , . I , V o I "I , � , k i I I I 11 - - -- -- - ., / I - ,/ I ,/ / , ; , 'i " i i / , P , ? , - ,I I- I �, � ,-, " \ . 'L � "Ill, 11", 1, \ -\ \ \ ,,, . " l " 11, , � . I I" , . -It; �_ , -- 11 /�. V/ . 'I t \ �, " �� , � - "�, -, - L I" / I � \ \ -,, \ \ ,,, k " 11, / i ( �, I 1 j / , . ,,, 'El , __ I / /1, I � / � / / I ? , t , W/ �� \ 111- \ \1 , i ", , , "I " , I "I — FES- 'e, ,L \ , %, \ , � , , � I 1 $ � Z , � , , " A , � �, I ; I ,� I ? - � I I ( i ,� �' / I " / I ; 11 / � - - ,_ / � I/ . ,/ / -1; I . / 1, I 11 f i, �� ,� I , - \ \ ", " \ ,\, \ A I I , , k 1, , i " I � k I I INV IN: 205.00 - I ./ ,,, / I �, / / - I �_ -_ 'I, � " I , I I � I \, I,\ � , � 1_� I _\ \ -� I I I , ' , - I L k" , I I , , �i . \ 1/ 07.1 1' of - "I, I / " ,� � 11 11 �� I � // . -1 I �\, - \ I ,� 1, " �U' \ \ 1 15" RCP 01.00%, /' /" f " . , /,� / / .� � , �, V� I `_\ 11. " , � \ -, - - iiiiiiiiiiii 11111111111�1 . , I , I �' / � , /, t '// N \� V� , I I ", I - ", '. , ,� ',\�, ,\\ \ " �� , \, - __ 1��,(,�\165 �', \ 11 I I , k i It k , , , , \ \ ��` PROP. TEMP. COIR BAFELES *- / �L - - 11 / � " ,,� ,9�� / z ,- , , I . L � � \ \ I - �I 1�1 \ -LL . FTER SITE STAB" 11 MON �' I , I " � "I x /, . . �, -_ ��, �, �, - I "� , , ,,, , I `\ . 1\ -1. . -- � , \ 11 \ \ , _� (TYP) - SEE DETAILS- ,, . / �, I/ / ,� "? , �, V // �, " �, , 1,\ -9 1 \, 1-1 , I I \ . __ __ , , I . . . . ! , C'r � \1 -� -I, ��,�, "I -_ ,_ ,--, � -w . ,,, _A -YL0 ,/ L' .�, / '/ � 1, I / I , %' , ,�_L _' ,�, , " " \\ N, \ �,\ ,,� '�, ,,- ��A�,%,,, , -\ --�, ,,- -- k % I \ , 1_�"" , \ "- 1\1 I �' / / " /I � ,,,�k , \!\ k I _��11_ , _ , I . k % \ --, \ IN, ,�, ,\ " N, _� -, I'll "11, ----------------, EXTEND-P)PE" E PA . AT ../ / - ,�-:�' L 'r /i . I- . \�, . '\, � ", 1\ , -- I �\'1�0 I, \, _. _� - -.-- - - " " /� �, \11 - . . . , \ \ , I L \ 1�, ,_ I,- I", - ,_ , - 1- -, " - _ _1 -.-- - _ - _ - I - .. _', ft. I I " 11 , / , " .,//// I 1� . \� 11 I\\ N, ,:,.� \, I,- "\ \, 1\ \, 1� 30f_ - - - I - \__.- "' -_ I I \ � J I ., , I , _� �rll �, / I , _y \\, , I I I \ 11 "� ` ___ _ . � 11 -- - I 1, / // I I \'11 � ��\ N \ -\ \ . . \ " \\-�'-U " � " " , . -_ ' I_ -_ I i , - " I " . / " 0. 11� I I, __ I :��_ __ ,L_, �' -, �, . 1_� " I / /, I I " . . �_ ,� ,\,�, "I ,�, I - - I - I , - - __ �, L _11 \1 I � '�9e 'L I . \\ ',� I- --, -- " --'-- __ , ,� , __ - , / I /11 . , �, \,-: �- IN , I ' �_' I I I � \, \, ". , , - Z - --- L*' - - L- �, I,/ '.I , ! ?J // - . . L \�\ I "I I- _� ". N .- -29,p 'L . , I __ - .. - _�: - � �,� __ __ , , - __ -.- _. - - -- lcreg- -- --- - t /I / / ./ / / 'i � _� L I 1� ,,�,\ \ -, ,,, ,,�� ", I " ,,% - - ,__ I I ,\ - - I __1 - - - - - - � I I "I I L _`�� -1 '.. �",,,�: 0--ar , �d. - __ I \ \ \ � �, ,,:��_ :`�' - - -, �1_ -11 \ -- , - - " I - - -- ,�� _:Z - j, ". ! � k,WMVra-___ ----, - _� - ��,--- 1, - tf_- I ___1 --- .,-. I/ i t � , �_ __ -1 ." I " -< ` , _ - _ __ - __ -..-, - _ __ - - __ - I "I " ,/ ", // '. I I f t . -, \1 \ \ -\ .-\ 6 ", ",_1 _ __ _Z \ , , �11!11 . -------_ - . - , - , , I �� _ -, I -, / ,� . . . \'� I I 1-1 _. I - -_ � __ ,�_ . _�� /. -, \ ,\ 1, , - -_ - I 11 1.1-11 "::_ ___:,_Z - .�,.: � - -",' /;� - -1 _ -,:--- �, -`E / . I \ ,�, 1\ \. 11�, I --b - , I- 1, - - - - ---I'- - � , , � , \ . . ... __ :, "Z�, _� - � ,,,�� - ;"ft- ,� OP RGt�6Y,,,,� , , ; \ � \,, -'\ \1 `I I / . \�, - I �, _ZA. -1 _--:7_�__ 1- - - ____ � 1- rA , ,,','/ , I- __� . - _ - - - ___ ". � "� - T'A I U -4Z 1 1 . I I.- - _�4 .1 . � - -z"', ..-, I __ I ____ SEE ,DETAII�§ 7/', . I . , � - , - � -, 1- , -1 - I " ,\\�� ,,,,\ " ,-, -,,, %, __ I -�: �� - � .�� ,-,z- ,,, - -- - - - . - :� �, � � N . _-', - _� __ - I -1 I L__.1Z', - Z,_ __ ., \\ � :::�, ,Z.��? - �� .- " I " - 1�)2___ I., , ,\ �, "\:�� 'I, " � _�_ , __ \ ,:�� - 1, - 1, I I - - - -1- " �, , e, ,j . 1�1 , . ,,, I .1 I I _�__� -1 - - --- . --- _:�� .- .- - .. . . .... . _ _ I - 1- _�7_v "I � �V' ,�, I \1� , �,k ,�6, ,,,� __ __ - , - I i - Z, IQ :_:7 I- _ ____ " � I- , -, __ _. - - __ - I 11.1 - - ,- I , �, "I ,,, _ __ __ I \ I I " � - -------- — Z <4 . , � I , I I , � �-� �- - , - � .- - , . 1- , ��L� , ./' ,�"\,, \ , , I, - - � ,,, , �_ - ". \ . 'I " , , - ,_, __ PROP. I I . . a --4--- z_ __ __._. , :��':7^`f7_ __- -- 7:_::7�29 __ __ __ __ _1 - 2.0" SKIMMER '�' . I .:, , - -,-- _ �) -,�,3"77!S11ii, - ... -Q___ 1� I , I- 1-_,", - - . . __ I 0, _<��,-�,,�,�., ,in; -:-__--��,_ ,- - -- � '81- := 1_____... L - I... - I `�W/ 1.9" DIA. ORIFICE '� - I L I . - __ --' _' I , __ - _ -:7, �� , 7v;, - ...... - __,___�Z ..... - - I- - . - - - MWO[ -�- - \ __ L -,� _,�Z_, `:: 11:1��IIIIIIIIIIIIIIIIIIII __ _,". -A , 11� - 11 ��_ - _ . I- - . . � - _ , Z,Iz,��, - L— ,�,, , �1, .- � . __ - - . -1 ," ,_ - I ��11�11 Z -Z. - __ I,— ,,, - - - - I 1� " 1, - ,�% , I . . L _-�- -� - " �*_ �______- , --Z -__��,, - --- -___`___.___,_-.__ - - .�,, � -PROP. \" 1, 1-1 . Z" -_--Z *-"--- �--- �� LLL - . - - - - , -_ZZ - , SKIMMER APRON (TYP) L I - __ ��_, -Z- I : _ - - ", I . .. ., - L , -,;-- REF. DETAILS FOR REQS. I L . I I . . _'� """-, ��11;�Rl . I . . . i�� L . . . . . I I . . . I 1 __T_ 2 ___7 3 1 1 . 4 1 .1 .5 , L I . L - . I .. . I . . I I . . � L . I I 04 _______1114 W 1110 Z < 411C Z _J O_ IL a -1 0 �00 C.4 T_ C) 0� �_ ul T_ J 00 �_ .J CN I 7' , 0 LL. 1`1 P Q V1_ �J 0 Z C) LLI - %,I a Z 7- 0 Z ,� - I— IU 0 49� 0 W 0 LLI . __) Z 3: , IX y %F 0 LL 0� _17 W 0 (Z Z 0- 06 UJ I- 0 Z 14 3: 0 W 0 < 0� a C9 ILI UJI - ) r SHEET NUMBER I KI 1 2 3 4 5 I EDGEWATER t • EXIST. ROW EDGEWATER X DEVELOPERS, INC. - � \ 7 � iwoo w s V / P' I v 1 o EXISTING MAIN, { 4" SDR 21 PVC FORCE MAIN, PHASE 2 SEWER t3' Kp FROM EXIST. SEWER MAIN I o� EXIST. WATERLINE o J i W 2 -WAY CLEANOUT (TYP) X ��x0 Sy v� � S1 � �� /✓ i{ � { O 6 +STA'3+26.46 ARV m 12*00 _ EXIST. PUMP STATION,�/ ��( II r { � 1 1 � o INSTALLED IN PH.1.- PERMITTED UNDER ✓ ', --�_ I ! 1 N * U 4 v O T N W00034018 � C CONNECT TO t i (r lr C EXIST. WET Op I r+ 1 1 f a I { r +00 I �� kS _�� I i • {{ if 'ro i 2{ 1 33 330 32 0 B B 310-- -310 C M1 Vu Iltl Oti9C 9 '' SEAL 4036$J�/`f FA'GINEE.•�, V{�P ELIJ'II"`�.� N 30 0 W R W = z IL J a. O LU ++ W - W J J N ^ ( w H Lu Of fA QYQDZ ia� J0 Zz�o fi 2s ° A C�� Jg+ a:z tea¢ U) 3 W d G W SHEET NUMBER n 28 0 1 00 o+ao 4 1 2 3 4 5 - 32 PROP. AIR ELEASE VALVE STA. 3+26.46 APPRO . EXIST. GRADE 31 -f N — �— s N W CONNE T TO $$ ZS J EXIST. WET WELL / r 30 2—WAY CLEAN U7 Z lr o $ U P PRESSURE SEVER \CC -LECTION UNE, E SS ,.I PL N NEW FOR SIZING _ O w z z � m � m o z � or F � aa' z Uo w_ m E- n obi � � aN v d m n o o w - y� OI ZW W m � li I O W Q O o;o^mm a�gg (NTia U Z � z �� 8 Z g � o � z W 3 4 W w � 'n C � � o a � � E x � � m v w ��, C7 a w EXIS NG CULVERT CRO SING EXISTIN CULVERT CROSSI G 28 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10 00 11+00 12 00 13 00 14 00 E O w z z � m � m o z � or F � aa' z Uo w_ m E- n obi � � aN v d m n o o w - y� OI ZW W m � li I O W Q O o;o^mm a�gg (NTia U Z � z �� 8 Z g � o � z W 3 4 W w � 'n C � � o a � � E x � � m v w ��, C7 a w 09 LO11 4 " 1.16 Auos c 1 7 I ! 1 t J *�. -_.---------------- -------------l- -- t p,gp Acras // z VAAAi A\ Y- 0 0 - ARV ARV \ � EXISTING WATERLINE � I ` \ I \ \ I \ \ LRL lb ! AV AV 115 Aaes f AV AV A A I A A 9 t \\ \\\ Lo114 1-.15Acre5 _ \__-- \. 3 4 Y FORCE MAIN, EXISTING 4" SDR 21 PVC FORCE MAIN, PHASE 2 SEWER 33' EXIST. SEWER MAIN ' epi K'! 2 -WAY CLEANOUT r EXISTING 2 -WAY ' CLEANOUT i I ' 1 EXISTING LOW 1 I PRESSURE CONNECTION O W Q 1 EXISTING WATER I D O z zz W JNr SERVICE CONNECTION II i ep O F QZQ++ (0 i waw W a � H < fn ( Q I I I ) i Wo 340 / I 09 LO11 4 " 1.16 Auos c 1 7 I ! 1 t J *�. -_.---------------- -------------l- -- t p,gp Acras // z VAAAi A\ Y- 0 0 - ARV ARV \ � EXISTING WATERLINE � I ` \ I \ \ I \ \ LRL lb ! AV AV 115 Aaes f AV AV A A I A A 9 t \\ \\\ Lo114 1-.15Acre5 _ \__-- \. 3 4 Y FORCE MAIN, EXISTING 4" SDR 21 PVC FORCE MAIN, PHASE 2 SEWER 33' EXIST. SEWER MAIN ' epi K'! 2 -WAY CLEANOUT r EXISTING 2 -WAY ' CLEANOUT i I ' 1 EXISTING LOW 1 I PRESSURE CONNECTION 5 I EDGEWATER EDGEWATER DEVELOPERS, INC. I 0 1' 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' 34 O W Q W z_ EXISTING WATER I D O z zz W JNr SERVICE CONNECTION II m ep O F QZQ++ (0 i waw W a � H < fn ( Q I I I ) i Wo 340 / I j ! 1 �4 Acras I 1 r r I dN 0 1 1 Lot 17 / 1 1 r I f. 1 o.e1 ares k1 m 1 SHALL BEI STALLED p a ti 2 m r U r Y �1 F u! O 1 i w U 2 — W Qo m 0 I WATER INFRAS UCTURE w w z U m k N ~O O m W m z a w m J.N N F 2 O 1 om om m as ma 6 E U (24' MIN.) CLEMRANCE. SITE VERIFY PRIOR If 5 I EDGEWATER EDGEWATER DEVELOPERS, INC. I 0 1' 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' 34 O W Q W z_ w D O z zz W JNr W U) EL F m ep O F QZQ++ (0 i waw W a � H < fn ( Q 0 m Wo 340 UU 5 ❑N ��O dN 0 k1 m NOTE: NEW SEWER SHALL BEI STALLED p a ti 2 m U Y F u! O 1 i w U 2 4 N W Qo m 0 BELOW EXISTING WATER INFRAS UCTURE w w z U m k N ~O O m W m z a w m J.N N F 2 O N Z om om m as ma 6 E U (24' MIN.) CLEMRANCE. SITE VERIFY PRIOR � m c _ ` � W N a O 6 o N e W> v W W y z d � ' a 3 TO CONSTRUC ON. 8 0 W PROIAIR RELEASE ALVE t STA. 94 54.89 33 - 330 III � 5 SS s 55 32 320 / S a / m w / w 5s z APP tOX, EXIST. GRADE TYP 55 N w w J J S 31 310 PVC PRES SEWER Z5 NE, SEE LINE, SS / PLAN VIEW PLAN W FOR SIZING 2 -WA CLEANOUT SS U g M A 30 ------ - 300 EXISTI G CULVERT CR SSING i 0 -_ 29 290 14+00 15+00 16 00 17 00 18 00 19 00 20 00 21 00 22 00 2 00 24100 25-00 26-00 27-00 28 00 29 00 9 1 2 3 4 c Al N O W Q W z_ w D O z zz W JNr W U) EL F m ep O F QZQ++ (0 z waw W a � H < fn W Q 0 m Wo U UU 5 ❑N ��O dN 0 k1 m m p a ti 2 m U Y F u! O 1 i w U 2 4 N W Qo m 0 0 w w z U m k N ~O O m W m z a w m J.N N F 2 O N Z om om m as ma 6 E U W � m c _ ` � W N a O 6 o N e W> v W W y z d � ' a 3 xo m 8 0 W N W Q W z_ = 6 D O W + N W W JNr W U) EL F Z W he0p F OF Z�Z a' 0 QZQ++ (0 0:Z waw W a � H < fn W Q 0 W SHEET NUMBER 5 34 B 33 321 M m ARTA: 31+03.75 ARV --2848@... -"Oo 4 �._.._._ —� 3"FORCE EX 4" SDR 21 PVCI r14� MAIN. PHASE 2 1 A3' EXIST. SEWER 2 -WAY CLEF 5 i BW. 308.48 ' TW: 30'9ti0 0 �. D i TW:dO i BW:2 T 1 E 1 it t t 1 it c 0 1' 2' / / H7r7. 0'/ 1 _._....... 350 z X W L Z d J O LU i Wo O WV m W J ULQ r F O F 0O Z 50 Z O m 0 z Ja04 LU �._.._._ —� 3"FORCE EX 4" SDR 21 PVCI r14� MAIN. PHASE 2 1 A3' EXIST. SEWER 2 -WAY CLEF 5 i BW. 308.48 ' TW: 30'9ti0 0 �. D i TW:dO i BW:2 T 1 E 1 it t t 1 it c 0 1' 2' / / H7r7. 0'/ 1 _._....... 350 a z X W L Z d J O LU i Wo O WV m W J ULQ r F O F 0O Z 50 Z O m 0 z Ja04 LU h 0 of W Q Z_ W U O W n UU 3 DN (9 LLN y K W m M F J 0 F U 1 Oz O U i LE W Q 3 m m o - N n a C u o w PROP. AIR RELEASE VALVE m F O z m o ti z 0 y r A TA. 31+03.75 W4i N C ofEEy G� W N 0 m �a € p dv C J C n OOP W 0 Y ❑ z SS rL APPROX. EXIST. W w m v CI, U C, a ❑ W 5$ GRAD (TYP) 0 z SS SS z ❑ PVc PRESSURE SE R S CO -LECTION UNE, EE PUN VIEW FOR SIZ NG� s / SS 2 -WAY C ANOUT EXISTING CULVERT CROSS NO o U 0 PROP. GRADE TYP) 3' 31 500 26 00 27-00 28 00 29 00 30-00 31 00 32 00 33100 34-00 35100 36 00 37 00 38-00 39 00 40.00 a z X W L Z d 2 3 5 EDGEWMER EDGEWATER DEVELOPERS, INC_- J 30 `\Juuuiq� SEAL w 4036G z _ FHCINEE�': j. i s 0 /11 rN z W Q W L Z d J O LU i Wo O WV m W J ULQ r F O F 0O Z 50 Z O m 0 z Ja04 LU h 0 of W Q Z_ W U O W n UU 3 DN (9 LLN y K W m M F J 0 F U 1 Oz O U i LE W Q m m o - N n a C u o w Q o Q m F O z m o ti z 0 y r Z W4i N C ofEEy G� W N 0 m �a € p dv C J C n OOP W 0 Y ❑ z m rL W w m v CI, U C, a ❑ W 0 z 30 `\Juuuiq� SEAL w 4036G z _ FHCINEE�': j. i s 0 /11 rN z W Q W L Z d J O LU i Wo O WV m W J ULQ r F O F 0O Z 50 Z O m 0 z Ja04 LU h of W Q Z_ W U W n UU 3 DN (9 LLN y W m M F J 0 F U 1 Oz U i LE W Q J m o u o w Q o m F O z m o ti z 0 y Z W4i N C ofEEy G� W N Z m �a € p dv C J C n OOP W Y ❑ z m W w m v CI, C, a ❑ W 30 `\Juuuiq� SEAL w 4036G z _ FHCINEE�': j. i s 0 /11 rN W Q W x Z d J O LU i Wo O WV JN W J ULQ r F WzN YOp F 0O Z 50 Z O 3 i it 0 Q Z O U) + 0 OW Cza Ja04 LU h of W Q n W SHEET NUMBER )0 s I 1 . I I 1 2 , . I . 3 1 . . . I . . . ___ ____ .. _ ... - � � . _1�� -1--r-7- ____T_ 1, I � " - � / / 17-- - I I 11 _____ _.- - - ," � '^ 1, . I � : � � I I I t , � I . I I - _ __ , � e � � I i `�,c . 1. , � 1. , 'y � � , � � ) � I ,� \ I - _ - / / " �� ", - � � � � I � I . , � \ - --- -_ :.,� - - _ __ __ , � 1- i i , . I \ �, 1, - . 1 1 __ __ -, , � I'll, , , ,� -, ,,,, ,� \ � . I i 1. I ` 11 I . , I I i I \ \. _7�_ - - / ;�/. 11 I � . � . , I I , , , \1� \ 1. /,� / / I I , , " , \ " \ , _ __ _::7� 1 , - I , 'I � , / ,� , / , , \ / ,,, ,� I I I - , / ,� / / i . 11 11 � - -1 � I ,� �i , i I i 1 J , I , . IL - -_ _:� -1 -1 I I , , ! " I i � I I I I j . I - ___ I—, - .11 � � J 1 � I � I ` I ,� N ----,- � , / � � � " 1, , I � '\1_1 � - , , , 1 , , I ? 11 -, , " " " I . c I I I � , f 1�1 I ,�� , - -, - , " , f , " � I I I -, , - __ ---,<,, , 1, I � 1 � I I - I , I / j ; � � I . \ N \ ` , 1� " I / , . ,�, -_ \ I 1�1_lv / I I i � . . . / � , "; 11 � � I It I , I . I �. I I 11 . 11 I I . I \ , WL & APPURTENANCES INSTA . ,, '. ','��, "I. . --,--", I - ,,, . ll� \ . , , � * , , 1.! / ! j , I \ , � \ ", �� E \� �_� 11,,, - I el ; I i 11111 I Ulf/ I . � . , "-,.� �. -, '-, '11\ - 11 . � fl I ( � i , C,j , " 1� / " ,; "I / I I I, I RTY/BOUNDA R, , "c � ', I , -�,_/ IN PH. 1, TO BE ABANDONE I � �_� I \ � . .111.�` -- , - � '" I , � - �_ ,� � \ ., _� ,�-,, ",--,, , -,�, " , , I I I PRO�p I I . " - .1, ". � , i i I . 11 I 11-1 ,� , \ ,, � 1 � i� jf! o � % � 1, i �i , , I , . - I " ( �l I / ... I f I PLACE, REMOVE AS REQUIRED, -,, -,, . \ � I � I, I , I . I . � , , , \\ , , ; I i t I A'' , / , 1! I I " 5' 1 1 1 , , I 1 \ , \ , - � 1 1 � i I I " I I i j ! f�f�!, , "I i .1 " 1 I �, / .., i, i I , . I , , " '_ , - \ , '�'�, - ,�-, ��,� \ � , � �, � I , ir .1 I If f /I ` . 4 I 1, 1\ 1\ \\ " "�\ 1\�.\,"l I., -, _" �J�, � � i , � , I , I � I , ) \\ \ 1. I . , �\ � C � I � I i � , � f i , � i � , ,,\ I / - \ , V\�� " i ) � � i I � I ", I � �: I I I - I ? ll� ; WA)� C, ANOUT TYP , ,'\ ,,, " '\ \� " \\ * ;� ,, � \ , N , i k I '.,I, \ \ \ I 'N' \ �1� I P I , 1 1 1 I I "O �. I I ;/ I /1/� \ ji, 'I I � � I " I , t\j. ! , I I I \ � X , I\ �,\\� \�l "j, t �' , "I . / ii "i" , � $ f � �,�, -?i , , � 1, �, I \ * , ; . \ \`1 I -1 \ N % -\�\._\,", " \ \', \ �\,.-, " �, - - . . 11 � f I 111111 � . f ifllj, i I I : I I j , , , I I `�l I --- .1, 41 SDRI 21 VC FORCE' \.\, ,\\ \ " ' ' I � E \� - �\ , , I `�, �,_ 11 I , � 1 � J I '� \ I , _�111'1 I I X" I'll _�,, -, ,'\ � - , r7 , I \� \�\N`l � . " " I 1 1 1 't � " 1 I I i i 1 � � I I / 1, 1,�/�A� " i I � 1, , I I � I I , I ' MAIN, PHAS 2 SEWER 1-11 � " � ��__ ,,---�-- // ,- , N \� :,� , , 1� . � � � , \\ \ I \ , �l _� \ \ \ � ,\, VNA-, \ N\\"\,\,\,\.\ , - \ \ �� I I \ ��,�, \ \\\� ", \ . I I t a I __ I � I/ I I I � � I � .\ , ,,_ I- I- __�_ - I < � -7 -11 - - - -__ ".", i I 1 (J"I'11111,111, I I //J�j I'f �� '' I . � ,- ,�ENDI. 3.0" SOR Z1, P ' FORCE ',I \__ I 'I',�,,'!,�,IV0,',,.`, r I I \ .111, . . I I F I ; / I i � I . � If � / �lit I I ,� � � I I 1, � i 'I , \ ,�. ��) I \ � 11-1 1-1 ____ - "I , " --- _. -- - - . . -L__�--� ' ',- �'\',, ,,I i 4 ", � � �, \\ \ I � , - \ .. I,- - I f � illl�ill I � I " - � \ � \ MAIN',PHA:-� WILK111, 1, , , � � \ , � c ;l I '1�11 - , I - [ \_�� -, _� " �, �,'�, 11 1��' I �, �� I,", . ,p \ \ ., � - . . -_ -_ -_ �l . \i .%, �� * 11 k, � I , � _ � 11\1 1 3\ EOP \ ,�.., I"'---,- "\� 11 I , — -- - zn, --.------ . pol "'77 1 1 �l It � " " I -_ I I I 1� " , ,� �� "—w — I I .1� _" - I— , f_� " R�, )R' �_ _ . __,,_.,_�_�,. .,--,. _ \ , ,,\ ... I , " __ . 7 1 \ I" 'I,.,- " �� -1 1, , 'I - a.2p '- VC-P`ASSO* ;��I � � - �7 \ \ \ ,I I I , 4,-' ��., --, I �l " , ", \ " "� _', - 11 � , \ \ 11, ,� \ ", " -,,�.�_'$$'�, �,� _.,"� \ I ' \ \ , � � I I 0 ra� 350 DI ',WL __jll,uwj,:,�,-,,,, I , 7 I S� \, \PVkT . " I -" 11 D - I I .1 1, 1� I �� _ I I I . I \ .\ .;z �� —, �',,� N� 1 �*14 �,,�!�i� 1, 1. �, �� "',� , , I _____ i 1, - I 0. "'IC _ , :,71, �N , � __ -11-1 , ,/ �, j � 11 I _�-\ ::�ls&� � I I � ''I'll �, , I .;;; I , , ." �� ; , I'll, I ,:�- _� I , '-V I �� I I z ,�_,. , 'I, I", � :, lm_lll ?�r -� -, - "". 777'�:� N_\a�s',_ ___ --,/ I �� ) 7 7 1, 4�4 � I I - , �, �� - � 11", . . . . . . �, * \7 - / "I 'i ;_ ?r', ;_-_ , . I LLt � � _� � � � : 4,_�_,_ U __ � N ml I . 1 4 . � 1. . . . 15 1 . . . . . I` J. 11, 11 I I- _ , j � ,.� j! I I . - I , I \ , I I . I � - - __, � "'. � - , I -1 - ,f I I I -, , / . I . " � � f \ , , ,%,�, I \ I \ '\, , .11" -_ . - �33 --- - / I / / I - -, - - , - __ 4 I --I- � / I I , � I I 1 1 j -p , I . . , I- / / " / - -_ , - , I / I� I ,I I I �l f / lk \'%'. . , \ I . " \ \ \ -_ -_ -_ - - -_ - ,_.-- - I �// / i - � -- __l __ - I , __�vl � � v, \ \ \ - I �1� / , � � , , - - . ,` , , fli 'o , \ � --- __ -5iA, z , , , if , I I I 11 - ", , " 11 1, - , r- __ - - __1 ___ - � - -_ I ,� I I 1� \ � \ . ,_ -'.- - - I I -11 . / 1) i" �;� \\ , v,% I , \ -_ ./ / - - � - -- -- --- -- - --,-:-, ,- � -1 __ — / / � . I , .1 , � I " \ \1 � \ \ I � , . -_ — -,_ 'A� ' "e, / I I � � i i / I � , — -, ,. � , . � f � \ - I " � , I 11 I I -_ .— — — __i___ _____ � . . . I I I I � I ... , \ � \ I �"`,, , � \ \ \ \ -, . �l �l I I . I I 1 1 1 � � ____� _ . - - __ I �� - i i , , � � � i , , , . �� . / / I ' . - / , A . . x / I, / il � , � ,.i, 1'� , I IH'�i \, \ � � , \ I 11 " -_ I _11 ,,,� "', I I VA __�_ ,,,, I /, _�_____,_ I � \ -% ,� _� . ,,- .1 .. 1_3 �,' \�\',,, - - -- --._,- - -- '-- _� I 1, .... ________ I _/ I 1 141,11 \ , - - \�," � " -11 I , ". I- , , x1l " I � "', " I " ,/ , � , � 1, I ,W,��.,\ , �l I I " �l � �, " , I �\ 1_� ,_ -1- .11 ,�,� -_ - - - _�` 11 �", " ,,, I , 1, 1; I I I'l � i \ \ - . . _� -I- / , / / ) I 11 � � f f " I � I , ;\\I \ \ -\"\ \\, , \ ,,, -- - 'N � \1� �, I I . -_ -, "' " , - i , , , , , I !V,0, �`,'Ilk I I , , I- _- ,�l - I I ,� --- - - -, , ,//�,-��- - - .�_ __ _ -, ,_� / _/ / � , " �, � \ \\ \ , , ,\",� \ ��- *_ - - - __ - - __ __ � __ '. // / " I � \ , - - - - " � I I ; �! , �_ - . ., _ � ��_ . / ,/ I ; i ;,.` ! I i ,,, 't , , i ," , F,� 't " \\ � \ \\, �, I �l -_ "I - - - �._,_ _-1 - x ", / " // � ".-,- _�_. _,� , \ � -_ __ -- � / I I � -,.-, I i ; I I \ " 1, .- _/ _. , � f � ./ . , I \ "\' I . I \ .1 /I 1\ \ - / �1\xl' \ li 1� � - -1, \ \\ �f 1\ - I I I X li \�_'�'_� I / I I "-A \ � ", "' � `_:��__,/_`, "' �l -- , .1 ,/ " /, // -, 11 \\,, \ ,�//`-"/`��`��-"�""�-`-`�""-`/'-.""�I // /;/_/,�l z )/ 11 � �,�� x , -11 �. I � ') \\ ',\- - \\' 0 " \ \ --, _. I' , �_ /A 4- _,,�_ __��_ i " � � .1 � "I I I 1 i ,,,� ! i �� I t 'I " I �Jkl � �, � I,- , \\ " \" , " , ,,, . " - - , ---- , " < - "'A �, \ I ,'/ /- I 1.11 / . 11 \, �, \ �, � � �, " , � I , . ... _� - � ,:�� - I 11 -,,,/,,', , , I , I , , � "O � t �' t, �. " --______,___-- , - ,�,, , �, ,��, -:��- -- '��'�: � llol� . � -- � - � I � I \ \ ,\ , I 1, I . , �,< " ", , I/ /�// , � __ - sl._:z_:_l___Zl 11 . % 1\1,11 __ I , , // ". -) " ,,, / " � � � . � � � � & ,I %? � � ,� - -_ � ,-- � "', . , � , / i .1/ � ... � , , ��'k � k ,,, \ \ , ,,, \ , - -1 __ I �� . I/ - f, , ; I /I i . , I , � � .. k ',,f / / . /� I I � I �"l "" " �l �/ I - C , x I; 5�.. l' W $\ � -1 , ��k, \' N _�l _- ,,, I �, "",,- " , - , / i i , �)NNLG) 10 I- � �,! ONTA Til� 1;,li '�) . I - � " , I I 1) - � I i � � 1� I r%IqLy- Coqta �48 H � I � " w I -_ ____ , �l -"- , J, -,�,,,, X _� ) ) I'll lill, , � ,/ .. I I I . 1-1 � � � \ '. \ \ �l , I I 11-1 -1 I � � \ � , k \ " � - I I, _�/ �� I . , �,�, I I 6 t \\ \ � 1, , ,,, \, __,.�l �l I ""//�, , , J / / - , " �Z;, q- 1 �, , . 1�_ ,,, Aw, ,ell I �, � f � � I r-�m i I \ \1 ,, , I , �/ - , 11 I � �l D . \ / '/ ",/ / ", ��,� / / / � r-r\vr. v , ,-,UVV vr%; �o ryy!!vIi_f ", " I : , W I , ,,, " ,� -:,� I �-1 , . � I- �� . . . 1_�l � 94-1k - i I ; � " , _l__________� I " - / _'/ .1 �� i , , / , , / / , /�,� " z /_ " ,, P� , 1� I I � \� \' \\, - , 11 / . /� /// / I \ . . -1 - 3.5 �R�Pl ITL � 1_� __ __ _ " --,:" -,N - " / / / / I . 1 , __ ,,,, .p/ROP. P� 10 �l * * , , , , -, �', / / � . , . I i i I �it I I 1\ \ , ,\, ,.,�, , / , , , - , / i I � . , I � I � � I / k ,� �. �, .�� , I M � / , _� i / �� I f I I I "i " i 0 " I , � I ... \ ,-, �. "/,, , , ,�, / I I/ A i I / -1-1 . 11 �_-T I I � � 1/1 I �/ 11 / � ,."- �, , _��7 1 .. j '*� �l . � - , � � , ,I i � ? I . , " \ \ , , - _/// I �' /1, 1, 1',, - I I ! p / i / k__ - "", , , , ,� 1 1, I "I \\, \� \', _\ - "\, , - -_ .-- \' --- � '' \',i.� ". I , \ , , - 11, 7"__".� ,� ','� , I f v�\ . � , , I " _�,, I � , , - *z_��_, ,, , , �__ � !;;:t�.� g I , k, , I " / � " " \ . '. I \ , �l "I " 11 I I \ 1__� I \1 1\1, 11 , ,._ -- ___ I .� .... * -�. e�<�, , '41. I,/ � ; j� i I t P. � � 1, 1, \ \\\ \ - -_ --- -11 .1 ; // /" I 1'\ 1, 'N4ROP. ,18"IRi �/ Rb-fi 1 d "I , I � � I � ` I I V� `o,,','� � �, - - I �� . ///P / � �2" I,�" ///,� �. .,'�\ � �,\ \'� "I , �_ , " -�� , ,� ,...'�,� "�, i'� �. � \ � 11 \ , , , , ,� ll"� � �, , // / I I --- - �_' I i -a , I I t , I �- // " /) � / � I / I �11 - ", 11 � .. 1`4 �_ - -/-_,/__ 1 7.!�, �-. cp_ �,- / I � I I I 1 � , I_ 't I I " ""m \\ � �, , __� . ,,_� // / , / I � I � . I N , wr \ \ \ \, - _� � I - \ I " ""� I \_ ,Cqn m � " , -- - - PROP�r Of DRI 1�r,P, , , li I . � � ,_ 1 .4, � 11 I I I � 'I'M00 1�1 I I \", \ ,,,� -, -, -- , '00 , 1,0,�h'e,� " �'/�, 11 I �\l , , `- � -, X - , ,,,,_ _df \ �"� , /,�, � , , , , : _1_1_ , I i 1\ \11, 11 � - I I 11 ��777-�_ �-__ � � � Nl \� i I -1 . . 1 , I \ - - -- - -_ 'I- , .. / si�' . kl " � '. -, \ � I . ,� - - Z__ . .�� L.z� :,� , __ -, -- f �I \ _1 . / I � 1, �.,\�� , \,% \ \ *,\, , / - I _'/ - � _/y lil/, I 1, 11 I " , V 1 _4�. 1, I -_ ,V,,i , \ -I' �, ,� �� ,)- � LAA ,- o ". � 11P�� _�, p, --, % I -, � -- ,.,,- 4. 4i , , I I � � �, ,� \ \ , , ,,i��,,� " ,e I e � "_ � - -�, / . - � I I I � 11 " --" -\-, __ , � ,-, / / I �� 11 , , --- - - W,�'- , � - I .1 I .- -, F 'In - ilol, I 'f�Ar I � ,,, � � ,,, i " \ \ \ ____ - _;r , ,; "F,l �, " �l\ \ 11 / -_ f , , � I _1� I ., - I ," \ A� \ � I \,11, \ \ - � _ - 0.1;�r ;t -p e "/ ,11 � . � , � ,' -,-,,,, -4. � i � , �\ _� -1, I / k , / " , �� 11 -"- - / . I -i I � \ , � 1, , .1 -17 --- � � , �, \'I \ , -_ 7 " I � \ \\ \ , I , I �'/! �, 11 -;- .L � � -1 -111" Gll�� _ Z� �_ I \ " \ `\ " - , "I \ � �'_ __ - 4t. -C � , ,�� / P / - , -� �*: - - � it " \"�� - -, � 11 /� , I i I I \ \\ " ,_ - - . '. ,;,,' "s _'S�. I . � ,,,, ,�_ 1-11 1-0. ___Z��_ , � ,'' 1 1 1 1 1 ��. I \ , - _,_ - - �^ 1 , 11 I - , ......... .--- -- - -_ AI , v, .5', 11 ,(/ / / l7w -_ �,/G, ; , I t ,,� I I , 0', I �k \ , \- _, 7 ',, ., � I -x, ,r��, �i PRON' STREJEt - 'L _,t_ 0, " \ � " ", 1, \ \ , \� �,�\ " , , 4,1 � � �; �7�� , 1, � I , __ , r- I I - , __ - / /I , , i - ,- , � \,,\ ,,-,,, I , I -- -- - ..-.- PHA,SE`2,/,SEWEFe' /,// / I -11, -�, I � �,F."dP,"G,,PLAt,4-FOR--RPtS", � �', �', ,I - -\\_FORCE M 1� ,,� , i / ft W� \ �', . 1�_ \, . I� � I I ,� .., -_ , //// / - . $ \ I -f, / f Ilf /.�' , � f , _", ... .... Z� , -, " ;;:-- ,_ , ,.-- , I , / ,,, , /,/ - I ��,�� __j 11 _ � � 'llk ,\'� , \ \ 11 \ \ "�\ �_ ': - , I 10, I I I I � ) "� I / ,-1 � , I , � -I I "', I \ - -�� , -_ _*_ - - OP I � 'IFE tl� —1 , , I � , \ \ �\ -- ---" -- -d:-S---E / ". � , . , J%L ��.. , - i I �,I , . / . / T]EE __ �, - - ; \ \1 \�\ 1\1-- __�_�� I \\ � _� .1 // � , `1 / I / , /. / ,/ / ,� 1,16f� "',"', L , _�,.,� � 1 I , "� 1;, I I I , X �� - I 1.�,,; � �r �_ I :Z_�� , I � � I V I ""I li � I " ,\�,�,, , N'. � I - I,_ -_ ll",�, __. : - , -,"I - , I , � " _<.. __ � I � I . �l , _7�,,_�, , , -/p I �l -11 - 0 Gv ,,;�l - '� �______ �-,'__ 0(4� � , , �p I I.- I- I ' .% , I , , ,., .- _ _::: - - , , , I ,� ; /it I , ____ __-�_�,, I— L -\�- �,� 7--- -,---,,,--, I �l , , , �--�,, " - __ - ,,�z ... . ... ______�__________ 1- �,,, / � , " fli - � � , ,\ __ / , , " f ,'/'/// " / i /a,' / , , � , N� . - - ,�,/, , I / , , I ��J,� � 'I , , �, � -1 � � . � \1�1 ,\ _\ 1, . . __ 1- ,- -,_ --- � �,�_ , � / , , / X . 1� 1, I / � 1 -'2' OV , L /1'' I',, '%Jr. .c 1. \ \� ,\ ',-- � .. L � '' , - , ,,__ _X,-_ ,L , k-;;� �� I , � � � ' ' '.,' I � " -!�;Z�z�, , ; -,--; " , �\ , " 11 I i j , j , ff I � , I L I I .11 ,� ,�, ." �__ L -\ --" ,�, I I .11' I , "/" � .. � I I p � � � �� // -, � _/ , , , �, 11 / " V , " I 11 ,_ , L - " //J? I 1, I ,,, �i I ,i`�,, A" , " A \ , I�`� , 1�,Ql -_ �. --- ,-_ �� I 7�� I � � 1 1 , � _\ x - , \' '� , � �,�. �,� __ _.. _ "�l / i - l.,__7 f , k L I __ 11, _ _ __ __ _ t I �� ,- , . -, , ,� .... .. I - L " , L __ - - _ _� - � L �, I �/ I I 11 /' rX6"llEE,-j _ - .,� , :� ... .. .... j � , � VT \ , i� 1, , I - -, L - . -1 ___,� /I I/L l/ � !�` L I . I z � 1� I �_ � , 1, 11 L I L �, 1� 'L - I � I � � 4 1 � ,�� ,, ,k � W, \L, I', -- 11 _x 4 1 1 1�, ,,, � , _ -, '� - - - / " � i I . ....... , I K I \_ -1 L \' �\ k, , -_ -_ , " 1, _1�_ 7",__.Z� "I , ,I \ \\ \�Il , I " - _ -__ -1 I_ - _ - I I I , 1, I �L , �, " , I � .-� --_7" 1 � � �`, , , I 'I zz \L I / , I �, , , I I I �/ I �L i - 14 / I / . I— - . /�� I , . I - ,Z7 ::::: :�_:: - __ "' � - / I I � i ' L I 41 �, / ' / L j - �� . , , I , '_ "" "" , __ -7 --- � __ '_ ___ __ � � .1 vvl� I tiK k -ItE I - � ��_;, -4- , , � ill 1, :4 .:.',. �,L : i � , - - , " __ _ I � i \', . t , , �! ,b)4 � � �_ < " -,-- - , , :� " _ _ I � _� & I � , ; 1, \ " I. ,� \ '. 'A \ . ., I , "I I �,, _:.�� , - - �/ 1� , tl.K I _,,- . . -..,. � I I \ \ '�l , 1\� 11 . . . I I . i 1�, .,�\ 1-1 "I � - ,_ . 11 - __�, - �; , I . I . - - � , I . : I I ; . � . � '\ I/ 1 4. 1�: , 1�1�, " '_`_�_ _ __ _', � I / % 1, I k " , I - 1, \�_,_ ll:� "'��, , ._��'�_' �� ... _ - ._:�_ - " , I � J; I h! I . I -- - �� L' �" 7,;t, " , 7 , ',-t \ -_ - -- I � I/ f r __�l --, � .,�, , " __ _ . _ - I - __ . - � j f , I . 1, . I? . - __ - , '� � I , ��,' _71��- '� � " - , I - - - ,� I �_� I *� , �, " - -, , �� - -/ ,-,, , 15 � I -N ,� \ \ , \ LL I 1, I I / , . \ I . 0 L L � I I 11 I - __ ,I P , " 7 7, `7 ' -- � ]l I I ", -\ - �, .- - " - _ I I I I / I / I / / - . �l p i , �-�- �' __ "' ` ,/ z � I f I 'Z� __ _ " , I 1 � �, " \ `�l I I % _ __ " I � � I I � I 1, / i i � , , :� ,,� _�-- -.-, - - __ _ , -Z:::, __ , L__ - - _ ,I I _�L.Z , '\� 1,� ,/ �, � . � , . 1 1 , A ,,� , -',�-',, � _^ - ------- __' - - - �_' __-,,-,'� / 11 � i � , . ,,��__ __ I/ / ,L , 11 , � , I I \ 1�1 I,_ I �,' - 11�1_��_" _lzi :� - _ - ,��L� ll.,/l E , I. I I ;.I I � ", / " , L / f'� � , f __� � I �, , -_-"� - - /I I �, --, � ,�, :z �,". / q _ � , , �w f , , I _\ , I 't . I I ,�_ f I I � I I I", ` -:::7 - ,� \ \ /I , I I PRL � P. VO SIGN 1 (TYP) , .�, K_ . , . I / i, I I , � � . I 1_� . . I , - - _� - .1, I,-,-,- ,.: ::,��_______Z_ _ -7 - _' I �� , re� . " . I , , , , , __ 1, . , I - , ��, , 1- I - _�i�_-:�__ �� - - ' ' I "" I I" 11 . . " I I � , t/ I I ,�,/, ,_ \, � � � \ \ _�,� - � , I'll I '*,,, ,,, , , :,� - - ,__ ,__ _ __ -,=_�=-_ - .", I I I L I ) '. i � " i I � i .� 1. I // "/ ,-, - - � " \ \ \ L I , . �, , - , L , '�� 11 - - � � � �7� _,:�7` ,_: _- _,�'__ ' I I � , ili I i: � ,I U I 1 , .; , \ � ,� ,� ',, �/ \ X -�, I �/ \ - , , i , I ___ - ell_�,_ __ , I / , _____�l ", " , � ____ � _, , / . � . �", �l I - __ --i � L "I, ____L_Z' ' 'L �L , , -Z-,-,-----_ -' _�_ __ .. I I -, I I - ,-i i 1 , V __ , _ _�� _ _ _ � - . I , I -� \ \_1 I . I � I � I - , , � "" __ __ - __ __-�_ - I � I i " v i - , , / / � I ' \ 1 / , , , - , ", _, : , __ - I I I i I I . / , I . I I . �_ I , � 1� 4 .. , 3 I - _", .? , , � , . - \ � - 1�� I , � ,�_� \ � % , �_ , , ��sl - - I - 1 � � . I I I I I -,, -�,- , -1 , "' - , - -7 :' ,:"-,- - � - ,.""" ,�, , I I----------- - -,--- ,,�,, ; I ( I j I " - I I I . � i & , , � �� I \ I N `_ ,. "I " I I - , " . � _ -, ,.-. - " , / , \/ � \ I - - : — -:771- , i - __1 ll� — , I . �. 1\ I -1 I \ ,\\ - I I I ,\ 1 , I � ; ,'I li'l � i � --- : , - � , V ' / __ I il � i " /-(-) 1\ I � 1% 1, 1,� _t FjRE,,A' ' /I � , , , , /��' - - , SEE� . ) / t P P �1)4� ,l ' ,/ - __ .__ ' /' ,k) i I �, 11 , " " � I _�� Z_� � t I ; I , L A: I , 1 �, � , 1 - /�, -, -\ -, , L _� - , . � I �� 11 i , ,�\ " I f [ � i I � , - X (7 I SqE DETOL "' --�'� - � '- _' ',', ,,,,, , 1, "" \ , , , �l , , "x \ , - I \_ - , , / " � � � - _�l - 5 � , " � ... , I , I ,_, ,_ " _f��_ i \ \ L I - f?� �. - �� -Z- __ _ , � / " I ... L"'''.. I , __ - ; , " . � L _�_'� _ __ - � I , 1 � \ � \ � r \1 , :" `?��- . I . I I ; I � , I , .. 1-1 h . - - - �71 _� \\ 1� 11 ' , _r I '�',___, 11 , � ,� " , 1.1% " -, I/ \ \ \ ,-� � �// / , , _ _ ,��, 1�_ - ... �7�__ - _�- ,.- - � . I " � ' X SL ' / - ,� , "' . J, I i / - - /; I .�l ,_ ,_ - . - � , . \ �� I -- - I "", �", , �,,", L .1 _'_ I �l N I I � - I., " ,L', , , " f, I r- - --%�7 :77-��', --__ - I� / .11,"L I " . ,/ 1, , �,', \ f , . - / / � ! -___Z:� 11 . , � j , , \ ,� ' � / I '! � i ", - , i -, -, -1_ _� -1 11 . _-, -- j? I , � � \ , ___ �_, ... �', I ,,, . ' I i ; I . I / f , __ __ - `:l - , - __ . / / � � -- L-"- . .. , , I ,r/ / � - , - , - , � . , � �*'. I - _��_ 'z --,-,z- --- 7�_z - �_Z7� �,�:"_ ________,, , ' "' - ! � I L 1? � I I ' "; 11-1 - I / . ! 1 I ! I , '11 I I Ill �, f ,- I '! � 1 I'li � t �, � ,'I\ I I - -- ��, -_'. -,7`--_:, � __ __,_,Z _ _ -1- ,,"', _,=w 7- � , , I I � i �', 1� I L - / 7�, / / / \ " :�_ _11" � ,-.. ,,'�, ',' / , -" \. \ "' I , I ,, // " 1, ,� J, I , - -�� - - � _': \ , k �l ' I . 11 I : I \ , , ? /, , A ,-,\ ,\ '" --- a---, _�__ _ - �X�Z____ __ - rA-_-'- I � , , � \ - I- ." ./ 11 / 11 I.' , 1� _-, -_ L" - 'KA L- I , � ' �� : -1- - _ --- I � I , ; j . I / / , / /', - __� ,� L''::� , , I � -�::-n � �;, , - ,,/ , / ,z 00-7- , , �/.l � - ' " / i �_ , " � -, \ " \ " � I I , � I I I I . , I - - , ,,��_ _7 ,,�Al� .- I . I � 11 \ I \ 1� � \ 1\ ' )'�"' _'L - '11�1 � 1�11 . --- �l __ , I _� �\�, ---� // "' I , , � _ ' ' "' -1 -:: I _," I I I,,, � I '' � � , , � . � E I -�_� I , _r 11 11 / � i �, �, _�__'�" _'��::".__ '7 " ]�� . � , "I,, / ;r _r ___' �_____ r", I , 1� / / I I li �, I , " \ " , " , z�z____lqft , _' _ � ,. , L- I" / ,- "' / / � i I , Q / ,// / L � _-, L �)t 8W -, ,_ __ - ,_�, I - f\ , �� -, _� — , i I '11� , , ,- , ,_��_L __�', � - ---7 .. .. , �a� , , , --,-I , / / ,� - __ - ' , L \1 I / (), I . - � �l . , , _ , / 1, I 1. 7 7 , , 7 _� I � , /i g, I 1, , -A I = I ;� - 'OtL " i , - - �, \ � I / 1 1 i�,, ,fl % \ \ \,\ �L L _', �1_w / / / , 1 4 �A - . 'j. � � / I � --- _. - \ , / , / , , " "", �,, J� / / " * __, , L � , _�_ '� �1' I ._"�e / 1`� / , f ��; _� - - -Z ------ �, -_ .- . __ .. - .1 - - - i ,,, � t 1 1 I I? I I i �_ \ '. \ \ 11 \ " 'L - / �- / ? " , I !/, k "I 4- 1 1 - I/ - " " p / " I.- - /**-', - --,.:;: _�� _ i � i I I . I I \ \ \ " -N � ,,, / 11 � f I " , "I -, " / , \ . " � 2 __ �N �4. -, __ ,,-- /,- - / / // , �19 / , , , ,/ ", ` / , J , '-,-� �---�-- ',� - I I - - --- . L'�, . 6 e , " " / , � --- , ,_ ., \*,,, _ __ ,:A . N 93-1 f , f i I �__ -r, - "I ", I I � ; � , � , / � / -- ,�,, -,� �,"-,, .,- ,-// //j \11 '�,,� /," / ", I � /I I �,, -'-- -'--:, " - __ -1 " "III, \ - _:, _�_ _,__ _"��___ . LLL I Z , , , i � " ,� �, I -- Q, -- -- - - -__ - , " ,A� I / / "' - * -,,. - � � " , I , / / -, � ( .-- . .- �� , -----,------ ,�- - --,-� t "I i I .1 . k � \ ' / . I � ,J� / '_ __ 1 i I 1 1 ll ,,, ! I i 1, 1 , � f , � i f ,�- , , . �/�� "I I � lz - -, , " , - - %_ .:-7,7z , . L i I I / � � \ \ � � -, I i , 11 . I - __ k__:�_,,�, -1 " Z-_ . ..... - _,._7::� I- , � t'�,�, \* ,�,,%' -��_ ,,��- \ �,,;L. / RlEf�. ,SHEET '. �, . - - -292-- --- - -\ � "" / I � // L , I I ) I I -- I- - , ", � .1 I I , I / / ,/ � "I I I ,"�� \ \ , -- - - - -� _. , _ .-,-. _ - , I I I � \ " ��,, -,�!�"�-� ""', . � I � I � � , ,r I _ ", 1� ,,�/J�H I /- \ \ � � ' � 'll ,l � I �, i I I . I - I / 1 ! 1 , I : " i t, ,P,g. ,--- \ __ - ,� z i � I , I I � , N� L"., 11, / __ , , " - � § ,�; 1, � / / , � " , / / � X, 5 �--�:,��L '7�� -z -'ll - - _'�_ , � '_ - '9 ,. / ��, � _ - --,�. __ I . I : RtM� � , -I o., \ I , , � i I I I -�,-,,- * \ -,.--��, .'� " / ----- ,�� 5 � I L\ - -291, . - I * I �� " _ , - , - , , -�-,�L-� . 7 ,-' i _�l �_-,_ \ I , 11 I ` - " -� - - . � I \ I - -/., _Z�l, , - _�,. __'�� \ � L,;. ,'�i�!:",\ , - , i .. , �� ,,, , - "I I ik � � I __ - �_,, \ ... �l I . j 1 � ,:�, � L / " /� ,� , " lil - - , / , � - ./ 'I / , .., F I " __ ' " __ bot 72' _ :7- L - / /"L, / .\ " " � 'L " ..� . I 1, � _�_ / i, " I , _-.--" _�,Z " , - - I , < "��,v , , , i . �, '-, .. / / / L . I __� "' -, / I / / , 1� I. 1( -I-, '-_ L '\�, _cr,l -, ,��-� -�," I I L I � I \ , \ ,-, \ \ ,,, " 11 I I ... L 11 L _/-, "_ I/ ,/ ,z / I . / - __ _____� ,,�/ / , /I le, � � \ 11 - $ 1 .. I , \ , �l - I Z., _. I_ , _ " �, 11 I , ; c , 11 / �� < � k � j6 .. _ ` " '\ -7 , ��, I ---"--, I I .. I I/ 1, j, / ,� I I ,,, 1 7"4 /I _ ____ _, " I�,� ,�, < . // / / / I ,ZZIA, / : / -, ,/ 11 , '_ ','� � � I 1, _ -11 I , , , - - ., I " , . ,- / ,,��, / , I I " � __ ��_ll I / / , I �� ", " _ __ __ " ' ' i� /: , , . , f �111 . \ / ,�,� " - �� ,,, �,, �� wVl,`l',,l'zlAllL , / f , - \\ 1 i� 1 1 , i ; I ",\. " _",_ 7�:' , _ _)�W - -- , , - >�,,,� �,,: `�- - "' � \ - , L , ., - , � � , ,� , - I 2� / / , I : I - I k i: . I,--- , - , �:\11, I ��. "I , \-, I / /I I ,� / � _ ,� 1, � I I , , \ ,� "5", \ , A , ir .� I __ �l ... . ... _. - - - " -- - - L � lir ;! , I � 1 , 1 1 11 r., �, �91 , li, 'I, ,� ,�,� i "" S' i , ��;---�� 7- " " I -I'_ - ____ l'__l � " __ 1�',l _�' �1, ll-�_ - � , I , � I I � � , , i� . I �l I I � - _l< I, / I i / , / --- -,- � � � . I �;/ . � . li / , � i �> , . ,A'�:: '�'__ , __ -:z - ,� ,': ': , �4��. . � � I I I , � , � � � I \ \ I / / / I I I L, I / L 1, i j, /,I , 1-1 / , , - , h 1 : J� , =: _�, . " ,� " �� " �_ '� 11 I I , 1 i I ; ,' .L , - / I / / _ - \ � �z � � I- I / ,,, I - _�l , � , - \ I � 1 " ��'_, L� " , _', ' - .- - __- --- _ '_ __ . 11 , ,,, I �j " ,,, " ; \i \� : .1 -, �- / / , / " / I - _,�� , - '__ ,,, I . , I \\/--- --- -1 / , , � � , . . \ % , , �l / � - \ 1, / I - 1�� ,I , , ". 1, ,,.,-, L .. z / __,_ , _` , / ,� f I I __ , , I , , I 1 1 d 1, / , I I �' 'I , .__ - _ __ __ __ - - _`,�__ "'I �_\_\ . Ii . � I .v I I I 'I 1, 1 " � I �� Z� .. I , -, -,-,. _ " . \ L \ �l 1� / / ,� , � / , / �( "" / 1 , i I " L , . - - _. _-w __ - � � e,f�, --, -- .1 , I . I I I , I I .� � I - , �� . - , ,I' / � I / � I � I , 11 / e / . ; ,I I / N , \' ,-,. -I k".Q. ,-AN "I - -1 - -1 - _ - - �,. - - _.�___ .. 1_� k ,-�_'-_, I,,\. . . � � � � � � I ? I " �l I N. , I . I . /I / ,� ,� / .1 I , " /" / --__- -.-- -:,-, "A- -1 _11� I / L� / '. ,�, ., ,� � . " I �,&'\ L,, , ,\ , � � ; I I I I I I , I � I I I - - , . / / � I 'I � / / 1-1 ,� 1�, ,�,,",_. `- 5__-___::::L__ � � ! � . 11 / -, N - I I 1/1 I I . �- " 1% I I I I Q i ) / , / � , I � I - ll;�l ,_ \ � � 1:7 ll,� �, I I , 11 ; I I 1 ; 1 1 , , -1, ,/ � ' ' � / . ll�:,\ 7.".el ,",", ', , _ _ I -�, "�� -, I , ,,�--, I 1 , \ I -__/ I ,`�, ,-, /I . I", ", ; I 1'/ / � � __ -_� 'L �r/ / ,_ " . I � " ' 3 1 ,. _�11� ,� . L i I I . '. " 'I- - �/� . I " -, � I 11_01:4�( ,"� /' . / L� v / ,/� / , / I / , 11 , _ -.-, _ .,\ \ -, I Lot 75 i i � .... . � *11 " ,,� / I - \/ �� f , , ,�', / , , I , -,,, -, , - I. ., 7-: , , � . I � I 1 1 1 � "r- I __ �� 1�1' . , ,; *"/7, c , , % " _"�' -"- , , . .- , I I � - -_ ,-,\ I ? ! 1 1 1 �� ,- , --,".: I>:- �_' 11 _'_ - - - I ,� , . I q� I I ; - ,� / / / / / I , I � / 1 6 - ,�,, " , , , , - \1 � I " , ,� 1�� I I - , , ' . ) i I , r / I- - , ";�, I \\ � -, §O , / /;,� i I- ! � Iv - ""�� - \ \ , ,,, N � ,:� I 1.1 , \ > _1`1� , , ,/ I I � � � < , --"'� I , 5; Aore�� I � A . � It '__ �,,� 1%, ( �/ , � , - I . / �l I , , " , _,�,' ." "" ,\ i 1, L , �l // , -1 � ,�, . /b , ;�d I .1 ! t I � I 'I , I �,, \ I � . / , " I '. " , \NL . � � � � , 1. I I / ,,,"Lot 80 ,� /',/ / / " ,e .., 11 1, �� I ,� 11 / "I I � . , � .K J ' - I I I \ t- - , \ I / � I . " � " I " � I , '\ - , " , - -- ,- '---,,��, - , \ � i k / , , - - - 9RI��R," , \ / / � I// -T � , - ?�'- t 1.� I /I I P. P�, \_ � * , // / / i , , , I k \ k1k I i '� 'I-, , ,,�v -'z , %( a.r.l,,jr- ,�� . �l � �' " " - i, I ,/ / ,( , -/ N / I r L '\, -,, \ L " , 11 I I ", . - 11 ,,, I I I � ," � �" . - / I - - \ '\ \ � � �"N � __ _- ", \ . � , �, / / ... � � , " 1 1 . -el, - - I/ I TIA,TION�B Al/ V11 \ , / ? ,,�,P , � , I I 11, _1� � I 1��_\ � 'e-,� , \ I . __1 -, " I I I � , ,� -, ,� 1�1 ? n', / I I / / Z ,445-A� , \ ' '____.z_ ��_ ,\ , �,.\ I \ I , I , I i 1. - �� / / b/*E \ L \ '_1 " � ,� ., A �, , \ �, ', \ � � � I , � I � � � I � I , I , -1 - __ '.1 'I- I x/, I- I . / R 1� \ I / ,/ � " , /,, I /,/, "/ L' N i. " % 1, t t � R L/ �_ _� I , , " - , /�l " , i .. . - �, t I ,- 1, ,/' / , �_ I , I �\ .\ __ _, - - - __ __ - \ � I ,,,-i � � / " ,el \ , ., / / / " / L 1/1' \ , � r�\ � I '. -� �` �l . / � ,f / I , I '/' I I _/ � / r , , � I � x", %. � - 'y /," ! , 1. " , \ _'�\ � � N , � <y� � "__ � 1� . - ,�/ I i / ,_/ / , - // � , , " 'el , , I , 4 ,�,, -,, *%\ I I A , \ �� I �ls I 1 � " � I ,`�< / /// // ,� - - ,, 1". / e/ / 1( 1� , / /.// � - I� �,� / � / , �' I . I i \ - -\ \ -� IS" -x � , , , � L \ � - / , / ;o-/ , . 1, ,,,, �, , , L Ik �, \\ "_ ,� I , � I ---I \. I �__ \ ) // / __ I - I I / , , I , __� ln� \ \ 11 I . � I A 3 /( I \ \ I t'�L __ _ _ , �1' � I / / " , � ; / � \ "-" I 'I/ ,� , - I Lf % k Cbt 71 ll�, __ 1\ .. �,�,', '�,,-,l -,k " " , � , I � " z , I >�L , I /I Z "I / /I I 11 '� .1 , , , / " ,� / , I I /// 11 1 ,� " L I I , , , , � � , � I //- ,- ��l / I / " /11 / , / 11 ` 1-1 // ,/ ////, //, . I I/ L� N \ \ ""\ -, . '_\ X I \ �\ N , ��, j / \ � \ / ) , / - I � ,� �_ "', ,- / I , I ,�, \ . �l . ,\ 11 / , , I '/ :,///, �' I ,� I � �, J/ � , / / . I I I � . � \ . \ \ �� x , 11 I , � " ,�, ./. / I / I � f I , V " , / �, I ; , � . �L j I �� \ \ . . _�,� �_, ,/ , , / I �l " / / I I \ � . I \ I , `�l \\ \ � I /, , \ 1-1 I , - " ", I ",\/ / , /I / ,'---, , \1 OM Acres L L ,�� \ . . \ 1� � __ . ,/ / � "I - -11 ,,, / . �, , , \' , /�, - __ - I . L � � .\ 11 \ \ `\ - 1,_� I ?11 \ . . . � I \ �L \1 , I \ ' \ , � \ \1 ,\\, I L I , I , Z /I _- - , I .%% / 11 , I I /� I / . � I Iv I �1/1 . � i I ., \ "I .\ % " . / \ � � ,�,l _ -1 -1 "'L "_ ,, / / / / /' 1�' I-, - I " /I � -� A �11 , \ I I . \1 I \ '� . I . , � I I \ 1_� �_ T1. .-- ,�l ", , Z/ �>, i __ / 'I / , / /// I � , I i ;l . \ \ � . .\ 1, ", " ,_ _� I " � / -,-< < , �'p f � \ - I / �111,f"",V " 141, L, I , � . i �"\,� \ 11 1 �\ � % \ \ �' I / � I , / / ,,, ,,, , ",X/ � , � �, . \ ,� \11, L� � �l I 11 I , , I ��ll , I \ � . I / I , .1 '. \ . \ /\ . ll�% *\\ ."', , __ ___/_ - ll>�, "I, . 11 _ \ � - I /� . . I ,,, , _. " ,_ I _,_� " / .. 11 I I I �l _�l 11 . I I � \ \ :::�� ,/ 1� " . I 11 / I/ "I / / / �l � � � i i t � I , i �, I I - ll� I . . I I I . I v �,\ �, \X 11 1, - � \ , ,%�,,,,, \. _ _JL ,�, "�, ,�, �', � , / " ,-- �, 1� , >� / / // , �-, "', /I / \1 I . ', �l c� i� , . I . / 4( __ 1. - I . I � �, �, �, I \ 1� 1, \ � '1� \ \ I % V-11 - - L _ -- �- " ,,� ,�� " I / I / I /11 :� .:� / . / . ,/ , T> -, / Il s�,', _11 _11`>_�,/ , I . I I . 1� 11 I f I / L , ' � , - - - I I � � \ 1. \ . , " ", / __ I I - / - �, / 11 I 1- ,.. '� \ 10 , , - � - , I � % \ 11 . - -, __�,- , ,�'_ .�, " ,��,, ,- < " . lz , . __ 1 _�,_/' .� / '.,� I I / / ?'� . ,� - I / � I � / ll� 'I, "\ I - -, - I �l ., I I / /. / Z1, ,_ -7 --- -' ", -':',,-. I 'In � �, - I �l 1. I — , �� ,, I , �� , / If I . 1, ) / I , " I ' I. I �'_' /' / L , 11 �, I I ? - -f - I . \ . " � 0" 11 I '1� \-\ -A __ J.. - I " - �/. , � // � . � /I i'i'�u , , , , J - i -- ,�� I I f _/_ _,-o- . - \ , f�4 "y �, '�\ `\ , I ,,,, ,,� 11 //" ,/' " ,-,�- / I/ co - , , I *, � � �. � � I I , __ I I . L 1, . I t 7-1 / / I . , . / �, ,, - � " ,, --- __ I I- / �,, I A, / //� � I I . ' - I I/ x , _ � .�', �, , I I � �'l I 1� "I _�__ , - . . . I � �0 - 1� I, " --' , " __, � / �,,, �- ,-' ,� ,t:ot,W .__L 'I / � -, , I I I / " 11 , , , f - , ff, _-, I 1 \ \\ '\, ,6,. _� - - -�, ,,-, , %, - ,- , ,/�, /- // / / , I - , ,�, .. - �� I ,- I 'I 'I , // - , "� �L � � -.,j - - - , / I \ \\ \ \ ',/ \ 40 - A ,-, .,- � - - � I, . I I 1. - - - . \ L I I L \ k LL '\ " \ L \x \\ -r�s� �X,,,�� :� " ,/ I . , , ,< ., :-1-1. ll� _ ,/ I I/ I ., I -�) - I I . L \ Y, _�' - , " "' ,_ '��'_' -� `/ __l/ "' , , / 1�1 ,_L/' � I " ,/ /'- � _ "�, � _ I I , , I - I/ , � / I " I _�_ , -1 - , . L/ . \ -k\ "\. - - __ --- - ,� , " , , , �, , "I ,16r� ��l I /111 ,�� / 1___� ", " , I \ \ � - - , � " /' I ,� , � - ; � I'll I-, / - ___ . : . . I I \ cs\\, , " , 5 � >�- , � - I / �l / Z" 1�1 1�1 . " ,/ / 11 �K I . . - - , � 11 I I',, 1-1 / / - , , '\' ,,� '. I I �" ,,-� ,,-' .,� I � ' �' �' " , . __ I I - I-' � �_,_ I , //��',,, , " "I / .11 ,_ / - /,�,t.�i 60 / . / 'I, i I I I - / I L . \ XI - ' '-' - � , , I - " � 1� _�l . , / ��,o �1' " - 'i "I / - I . I L . \ 11 \ '\ , ._ - - - -11 �,� -, I /,. �, / / , 1 , ", "I � i I L/ " / 11 I , Z,Li i I , � I . " _' ---' V- ,-, -, ,-- I I /, -�, . �L ��l / I . - � I . , �, , I - , - -, � I I . ,, " / , " ,/' I . I L .... I _ _ , I - _� / ,e - � -�� - - - L 1 ul�d Aurfts_,____ __ , "� "� / , c . . - . - -1 _ __ _ _ // , �0' ll�e'- ,- _,- ,- ,,- __ , -- __ I -/;" " " "L I , � - . I \ - , , / ��,- - �/ , / / " 7" . / 4 I ,L 4 "� z'/, z / �� i I . "I N / � / I - . �� ____ / . / " � � . I /* ,�/ - ,,, ,/, - -"- . / \ \ I L I �� ' % N ; �ko� 1� I . \ . \ \ \ \ ,��t."�6 "\ - - __ I I � ... _: ��_ - / . � \ � �,\ ,/\ \ _ __ ' / ,/ �� . L �7 1� / . , , 's � \ \ 1\ \ -1 _� I,--- --__�� ,_ , " - . /// / I , ,_ / / " : z,u- - ------ _____ __ �� ,� -w --- I- , \ - I 1. - _� __� 'L �' -----..--..------- , I / . I . 1* . I . . . , . . 1. I..'', I I . - . . L I . . . I . . L . . I . L I . . I I . I I . . . L I . I I . . . . I I . . L . .1 . . 11 I . . . I L . . I . . I I I I I .1 I I I . PVI STA: 58+35.43 I I . I .1 . 11 I . . I I . . I 1. I L I I I � I . L . L L I I . L . I . I . I L . I .. . I . PVI ELEV. 324.56 1 1 . . I I . . I I . I . . . L 33 91 C*4 . I I . I . - � ... � ... .- . I . .1 � � � � — ------ K' . -330 I V- � I I I— , - 30.00 - 32� 311 301 . L I I A � . 29( D I r) :4 > 28( :5 � Li f) . . I I :( I I L - ! : III', PVI STA: 50+00.00 . . . . . I I I . . : 0 . P I STA�V.55+25 9 . , j� m :2 I 'L 0 z LVC: 276.A .8 Z) Lu _0_0 � < 06 I-_ L L . c, ) w < + (D _j 00 C) a -,Rt �_ z E w . < -0 - D :� -, I I HIGH PT. STA: 58+59.94 - 321.47 HIGH PT ELEV. L r - Ic! L . 30 ��, � I . . VI E C 1�. I I om 11 PVI ELEV: 314.88 1 I � . I � - 1. I- � K . 30.00 . "I - � K: 4 5.00 I r- "". " CA n . � IIVI STA: 63+03,17 �_ I < :__1 0 - I L LVC: '38.05 0� �: Q cq co 0 I 0- CIA LV . . 203.62 1 0) .- - . . to [- 0) . . ui OD to - 306.83 PVI ELEV. __ I -i - I I . 0 1 1 1 I I "! I m - + ') 2i 0 0 C) Y , + ;!� I <1 ui Z �2 . K: 30.00 5: I . >_ N ,* q 0! I I . EXIST. GRN _Nl_l I 00 I " oi m I LOW PT. STA: 54+�4.15 0 to 0) C*4 . . (o Lo ;j I w "_ :� 0 0 � 0) ul 6i = I co E) LVC: 192.03 F,) z 2 co go . r') 0 L LOW PT ELEV: 308,83 1 (o K) .. 0) V) L .1 . I w U) . Q 0 3: . V) 0 0 as n . U) �;l ---L"'- " --.---,— I I " po Ow - I I I— b ----mr -,e-� + K) 0 44 15 g g g CL - . L . ' `\ I 1 -"7— + '* . . - -------- 04--- + 1") (D Y n — __ I I _11'� " '---- L — .. ___(/y �! _!�,_ w — I 7 -: 11 0 LOW PT ELEV'. 3CK5 - -: 0 V� 0) ", I .4 , , . .E - to L;j L 1 _____ L to L;j I s! c Lu I to L;j 0 m . 2 _J_ I I . L z 4 . ui . 0 - + po .0 - 0) + C) po � . . r 65 � . S! W L I--- Lu .. (n M §! ,, VA I L &i > 0 ui d- I r "� 11 '__1 r I r .14 .0 L;j 0 . V) . o- : 11 1AJ 0 L . I . ui I-' m . I > Lu L I ', _, I . I I 1111111.1 _�� r I ;i > :-) im 6 S� > w . L . I I . I I ,--*, r \ I r . — . I . . . L L . r L r . . I . . L I I > X) I I r ui , I . i — — - ,-" L \ . . L . . r — — � r . - L ,:� — — � r r . - ,-- — r— . I I — — I I I . — r L — I I r . I r . Z r L I . I i . � -- � � �) 3s L L I . . r . I . \ r I . . . . - cl, ! 's 's i ------_-I- I - - L L � L I ' ,11 . . L r . I I L , I I I � I I. L i -4 I I I I I 2 -WAY CLEANOUT � I r L I L . r . I f, , � , �11 � �_�___�_ r . / I I __ I — I I I I I . �j � . , b� L . 0'� , , 2 l_ Z 't", L I � _f — ___.�_� - / . . Ir . N. . L I I ___��,bl- , I--,,— L _J,__,_______Jr_ ' I I . I __� �l . ___ 11 .. . .. r I - sll imlli` L 'I'll, -.111,101 IN ..... ' S "I I'll 11 . ME I . r ss __� -----___ � _______l _7____l I . I . 1 I L . . . ll___� ___� 1___� , 55 I 1. . I I r L . "'_� . . . I L . r - L� 1 ": ,,i�� ffill", ,rr 11-1 � . -------:--1 .3 37. I .1 p R RLIINIE (TYP)--, . r ,----' . . . L . . r . I . __ 119 - _____l L / r ------I_ I L \11" . I L I I I r \ L r ; " I I ss 11 I . I L . . I . S. I "� . - I NO -, , , i ___�'� — :::��/ — -----I_ - . _�� . — r . __ , � I I r . I r ___� L , I I r / L . ss ___t___l -�_ rr --___ .. I . ----- - 1_11� : I I I . I . . � co I . \ . . . �__� __ �� __� - - 1__� 11 I L I ss - - ______l _____ 11 . t �l I i- I - I, I L L I I L I . . . . I A 11 .. ... . L .... L"' I r - - `z______ ______ ------------ ______� � - /---------- — PVC SEWER -COLLECTION LI E, SEE PLAN VIEW FO SIZING - r I L I L I—— I I L uj z: U) w L — � � — - ,I---,-- ss _� . . ----_, - - ____ � - . - CA I . . r . I w I . �� L I . z \ A \ r w Li L =1 L ' I bi r r I I . 0 I \ 1 .-I . . "'11� / _ I I ",-, �� V) 'gg,(,g , , �� IRILI'll , All, , - r - " 611-1 I , � j� J- ��ag, 0, - - , ", - , " I � m � a- ' 'g -.,,, " ,,:, IN MILL, - r -r, 0 < _r a- r \ L I I L . C-) . "o . . q rl) / . I . I . L . X: . (.) !R m . I r I I I I I - r " �l "I 11 N ' r "', NUN �,,m 'I . , L - - . I __ - - — - . L — r I I .r I r . - r I __ I I - r I . — , � . , I r IN i "I'll I 11 , L:,;, ", -, I zz 11 �,; ILLL LLL L L", . I . . / r L . I I I I . 1 . I . . . . I I / \ . I 24" RCP . - - "I Ir I ' I r � 105, lr'� , 'LLL " . I . I I I I I L I L L I I . L . . . L . . r, � rrr rrrr . I . I 1 - . 24" R ,P r . � '19� I "" I 'll "� " L:"'kV':' o � I � L, , 'L " - __ ... 11-11 r �LLL , L � I'll e,�,� " 11 ,, �� , ,,A - ,�,�'_ L:,�', .., �, ; I , 7 - L �10 ....... L — . / . — . . — . L r , . I . I L \ r r . - 1 _�� 0 ! 8 r . . I . r . -r � .— I L L . . - . r - CP_ \ I r — r . - I �� -4 1 " ,i I r . 1 . r L F_: I L r L I . . I . __ N_1,_,�F I 3,,la I ... , . , . i� , I I L . r r I K r I I . -1 , r . I L I ,-L' � 'Al 1 .Ml I ,-RI'll, N, . . I 36" jRCFP -T_ - - . r r L I � - L . . . . . — Q I r .. _j &a— I . r . . — . . . L . L I . L L __ - ,-1-1 .L L -1 � 0 -1 , ,�� / 11 I I I . . I L . I . I 1. . L L . I 1, "m I - . - � �� ll I I L ,,,,/ � I . . r I . . 1. . I . r . . . I I . r . I I L I "I " I L, k - 1 "�,5 , ,,,,�..�r, -1 I ,_ 1. - L L I I I I . I I . I L I . I L - - 11, - , � �� ,,� 3 , ...... 1-1 -111 "I'll, I 1111 I ,11:1 � I "I'll W 'r. � � . 1�,'�,� — r . . I - r r - - - . I r I I I . . . . r — r I - � . L I I - — -1i . - I " � , � ,& , L r NOTE: WL NOT SHOWN IN PROFILE FOR CLARIlY, MAINTAIN 24" I I . I . r I .. ..... LL ' I � 11 - � r 1, ,,, , 1. I 11 �� 11 I , , 1� I I r VERTICAL CLEARANCE VERTICAL CLEARANCE OVER AL_ SANITARY BETWEEN WL SEW__RS AND 24" AND STORM . 1 I I . I I 1 __ I'll t' �l - "I ",", I'll - ?;, I I �,..,qw, I I � 11 L, fl1;j`5,d 1 '� . I BE PC 350 DI UNDER STORM FOR A MIN. LE 4GTH OF 20' W IERE PASSING REF. PLAN VI ADDITIO 4AL REQ'Sr FOR . ! L I . L . . . . . L. I ! L L L �� -,',,I .. 5�, .... - L'.2 5 , , 5 , , , 5 5 5 555 " � I I I I I I I � i I 4 I � L , , , ,rr - � .1111, LLL � 1- ....".. r .... � ... '. � I A Sn 49-"00 .. ... I-- 50100 � _______ i i 51+00 r . 524-00 I I 53 00 54100 i . . . . 55-1-00 . 56+00 i 57+00 58--00 59100 60100 i i 61+ 62100 loo . 63-�00 63-4- ' 51 . . . . I,---- - - .___.____________ -.--- — — —.------- _ __ - - , - - - - , --- � 2 1 . - __ I . 1 . I I . . _. I_— ------- --------- - 3 - - __ - ____ - -------- - __ - - - ___ _____ .- __ , I jr-111 I— I— ----- - __ ___._ . 4 � $20 -m 'A I � I Ai,i�*, i 'r , - ' EDGEWATER ON L,IkU� TILLERY �EDGEWATER DEVELOPERS, INC. F, . : 0 Lu U) . . Cr ui I x z z . : 0 0 Lo m :2 w + m > W (o w � _j co 7 _j CN 0 z I. - Q� 0 U) IY- Z) Lu _0_0 � < 06 I-_ �o , �- , c, ) w < + (D _j 00 C) a -,Rt �_ z E w . < -0 �_ � X () iia) j G_ 7) �_ ui - _`� r__ �_ I < :__1 0 z: 0 u - X o 0� �: Q cq co 0 0- CIA -0 6 - . . ui OD to �- - <1 -i - �� 0 1 L�j �E m �_ C, 2i 0 0 C) Y , o m -i I <1 ui Z �2 � . 0 L 5: IL Lu >_ m -i - m . . Lu m c) LL I 0 Lij w "_ :� 0 0 � z 0 �� m = co E) c!) F,) z 2 co �- z 0 - - uj - U) ] w U) . Q 0 3: . V) 0 0 S U) . U) �;l __j V) IL < 1 t� z U) < I b 44 15 g g g CL � 0 4. 019 z c') to 6 � .2 z A 6 m 6 U) - (N �0- � - c � 4) . , � 0 z: g � g O� N ). 0 z E 4) 0 - �- W Q_ 0 z , - 0 -2 < -8 ::1 o0 - ,zr c - .E - 0 4 m !3 _j LLJ > 0 c,j �: C? c Lu w m () Lu 0� -I- 0 fl - 2 z 0 z 4 0 0� I CD L, f - .0 U -j �_ 1�t L0 E < : �: x 0 m = or lu 49 . r Lu m 0 ,, VA (D d- 0 \1 ui I � . I 11 % n F, . : 0 Lu U) . . Cr ui I x z z . : 0 0 Lo m :2 w + m > W (o w � _j co 7 _j CN 0 z I. - Q� 0 U) IY- Z) Lu _0_0 � < 06 I-_ �o , �- , c, ) w < + (D _j 00 C) a -,Rt �_ z E w . < -0 �_ � X () iia) j G_ 7) �_ ui - _`� r__ �_ I < :__1 0 z: 0 u - X o 0� �: Q cq co 0 0- CIA -0 6 - . . ui OD to �- - <1 -i - �� 0 1 L�j �E m �_ C, 2i 0 0 C) Y , o m -i I <1 ui Z �2 � . 0 L 5: IL Lu >_ m -i - m . . Lu m c) LL I 0 Lij w "_ :� 0 0 � z 0 �� m = co E) c!) F,) z 2 co �- z 0 - - uj - U) ] w U) . Q 0 3: . V) 0 0 S U) . U) �;l __j V) IL < 1 t� z U) < I b 44 15 g g g CL � 0 4. 019 z c') to 6 � .2 z A 6 m 6 U) - (N �0- � - c � 4) . , � 0 z: g � g O� N ). 0 z E 4) 0 - �- W Q_ 0 z , - 0 -2 < -8 ::1 o0 - ,zr c - .E - 0 4 m !3 _j LLJ > 0 c,j �: C? c Lu w m () Lu 0� -I- 0 fl - 2 z 0 z 4 0 0� I CD L, f - .0 U -j �_ 1�t L0 E < : �: x 0 m = or lu 49 . r Lu m 0 ,, VA (D d- 0 \1 ui \\\111111/1 \\ \. kA R ' . . 11 � . - - . % 1�- �� : Ir 1. :� — : S AL I - : . = i - *. ! — ^ I 1_� .. �: i - . I /N-� I � .. 4$', .. �_ .1 , , �l * 41VG I NT_ ... , d%'. _1� " 4- ...-.-' 1�� , `//,,"K)L`L J - 5' \,:�' I /I111111110k I , I ol 1.11.11,11, C4 __,� Lu U) 49 x IL I 0 Lo >_ 0: 00 ,- CN (z) w + m > W (o w � _j co 7 _j CN Y_ =� - 0 LL < t�. i: (-) � z 0 I. - Q� 0 U) IY- ul - �d n . 0 0 Lu _0_0 � < 06 I-_ ,q o Z .j , 0 3: Z Lo Z 3: ry 00 w < + (D _j 00 C) a -,Rt 0: z (L w w . < I- 4 I-_ U) 3: (D 0 w No. ( SHEET NUMBER I b in FAIN 2 f� 1 \ / / t \\ / l JN / ry d y00 // � �I(3BON CURB (TYP) A\ f @0+ 0PB6P. 2- BLOWOFF ASSEMBLY r ¢ O coyh�� p� BEGIN $ 21 PVC FM (EDGEWATER DRIVE) � " ~ o. 'BEGIN ¢" SDR 21 PVC FM o \\ ND 2" SDR 21 PVC FM (ROAD 1) \ END 1.5" SDR 21 PVC FM \ 1 - 6" GV P P.NATURAL AREA & \ RRQQ 1 - 2" DW 'w \ xQ i RETAk4ING WALL (TYP), DESIGN - \ 1 - 6'- 2- QV o TO MATCH EXIST. CUL_DE-SAC$----- TEE PROP. STREET SIGN /SEWER SERVICE -gyp- --- R30:0B/ NNEQTION L W/ 1.25" / SERVICE LINE (TYP) o x 0 50.00 t O I � � g j 'o BEGIN 1.5- SDR 21 PVC FM, v 1 i PROP. 2 vSDR 21 w o �� ENO P1 25 SDR' 21 PVC FM t PVC wt Rod wWATERMETT ER (Tm � ,, � -WAY CLEANOUT (TYP) SEWER SERVICE CONNEPTION I W26,• SERVICE LINE BY I OTHERS (TYP) I \ v GRINDER PUMP T STATION OTHERS e 110, 3 4 341 33( 32( 31( 30( 29 1 z W fA z z m 0 m O D _ z -1 N r JY F U >� m Uz =3-i D' O W ^ Ig Z J W a o O z m EL DN a UU an v z m 0 M 0 o O J } w paw in FAIN 2 f� 1 \ / / t \\ / l JN / ry d y00 // � �I(3BON CURB (TYP) A\ f @0+ 0PB6P. 2- BLOWOFF ASSEMBLY r ¢ O coyh�� p� BEGIN $ 21 PVC FM (EDGEWATER DRIVE) � " ~ o. 'BEGIN ¢" SDR 21 PVC FM o \\ ND 2" SDR 21 PVC FM (ROAD 1) \ END 1.5" SDR 21 PVC FM \ 1 - 6" GV P P.NATURAL AREA & \ RRQQ 1 - 2" DW 'w \ xQ i RETAk4ING WALL (TYP), DESIGN - \ 1 - 6'- 2- QV o TO MATCH EXIST. CUL_DE-SAC$----- TEE PROP. STREET SIGN /SEWER SERVICE -gyp- --- R30:0B/ NNEQTION L W/ 1.25" / SERVICE LINE (TYP) o x 0 50.00 t O I � � g j 'o BEGIN 1.5- SDR 21 PVC FM, v 1 i PROP. 2 vSDR 21 w o �� ENO P1 25 SDR' 21 PVC FM t PVC wt Rod wWATERMETT ER (Tm � ,, � -WAY CLEANOUT (TYP) SEWER SERVICE CONNEPTION I W26,• SERVICE LINE BY I OTHERS (TYP) I \ v GRINDER PUMP T STATION OTHERS e 110, 3 4 341 33( 32( 31( 30( 29 1 2 ,0 34 i0 33 0 321 0 311 0 301 0 291 5 F 0 1 • 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' z W fA z z m 0 m O F z -1 N r JY F U U� m Uz =3-i D' O W ^ Ig Z J W a o O z m EL DN a UU an v z m 0 M 0 o O J } paw d a Y O I Z yW� tt II N n v + w ¢ v 0 N 3: m ~z Y W p' N 33 m y LL 6 0 g 2 M $8 of M y¢ rc - m J j 3:9 w m o m Y z S d �� ' r W 71 E m A wII av a C1 n r L] M EXIST. GRADE (TYP) W M v O w m 0 pM wII a m a 0 N EXIST. OF ADE (TYP) m m w rc •- N M < Vl IO h ¢ 3: F m 00 ¢ w m M N m wII <> 32 y o / ¢ O W M 0 m WII / a> 0 w 3' $$ PVC PRESSUR SEWER rfio COLLECTION L NE, SEE PLAN VIEW FO Z SIZING 31 BOP TD EOP - 21 . nn Winn U 11nn 910(1 3+nn d+On 2 ,0 34 i0 33 0 321 0 311 0 301 0 291 5 F 0 1 • 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' 01 71 ®I EDGEWATER EDGEWATER DEVELOPERS, INC. z W fA z z m 0 m O F z -1 N r JY F U U� m Uz =3-i D' O W ^ Ig Z J W a o W z m EL DN a UU an v z m 0 M o O J } paw d a Y O I Z yW� tt v + w ¢ v 0 N m ~z W U 1 33 m y LL 6 0 g 2 $8 of M y¢ rc - O J j 3:9 w m o Y z S d �� ' r W 71 E m A av a C1 n r L] M W M v ¢r m 0 pM wII a a 0 a> EXIST. OF ADE (TYP) m m w rc •- N M < Vl IO h ¢ N 32 y o / ¢ O W M m WII / a> w w rfio - 311 U ROP. EDP (TYF) 1 WA CLEANOUT PVC PRESSURE SE R COLLECTION LINE, SEE PLAIT VIEW FOR SIZI IG 30i NOTE: WL NOT SHOWI I IN PROFILE F R CLARITY, MAP ITAIN 24" VERs AL CLEARANCE OVER ALL SANn AIRY SEWERS AND 24" - VERTI AL CLEARANCE BETWEEN WL 9 D STORM. WL SHALL BE P0 350 DI FOR A MIN. LENGTH OF 20' WHERE PNSSING UNDER STORM. REF. PLAN VIEW FOF ADDITIONAL RE S. BULB FORTION 91 1 nn n+nn 1Inn 91n AI nn 01 71 ®I EDGEWATER EDGEWATER DEVELOPERS, INC. SEAL 40366 - z W fA z z m 0 m O F z -1 N r a F U U� m Uz =3-i D' O W ^ Ig Z J W a o W z EL DN a UU an v z 0 M J } paw a Y O I Z yW� tt v w ¢ v 0 N m ~z W U 1 H m y LL 6 0 g 2 $8 of M y¢ rc - O J j 3:9 co O o Y z S d w ' r W 71 E m A C1 n r L] w v 0 a a 0 rc •- N M < Vl IO h ¢ SEAL 40366 - z W fA z z m 0 m O F z -1 N r a F U U� m Uz =3-i D' O W ^ Ig Z J W a o W z EL DN h UU an v d m M J } paw Y O I Z yW� O w ¢ v 0 N m ~z W U 1 H m y LL 6 N z g 2 $8 of i 0 E - O J j 3:9 co O o Y z S d w ' r W 71 E m A C1 n L] w SEAL 40366 - SHEET NUMBER 9 1 W fA IL 0 JQ. -1 N r ILL DD � Lu O m - Booz wza- =3-i D' O QO Ig Z J W a o W EL 3 DO W W D W SHEET NUMBER 9 1 33 32 F 311 301 A 291 2 3. 1 / / v 1 / ve" i 1 - -- - - / P WATER METER'(TYP) 3" SDR 21 PVC FM (EDGEWATER DRI. END 2.5" SDR 21 PVC FM (ROAD PROP. STREET SIG ^ � /J —_r a I Q IL O 4 F- N \ +4 +1 i FH�ASSEMBLY' �0. Q i{s 1 5' 1 - 6 PLUG TAPPED2"`2" � M 4 ` i 4 y \ SEWER SERVICE v ILI / I \ a CL_W EANOvOP. 0�() i m / a BEGIN 1.5 SDR Q'� V FM- -6 M / - 2 v END 15" P SDR 1 R C FM) V / / 3 ; ! � —_r a I Q IL O 4 F- WNo J D_ JNA LL. DO WzR Q o Y p °oz IrZa- . Z3 G ¢O J W o_o IZza 32 BEGIN 2.5" SDR 21 PVC FM / O m W ND,2"SDR 21 PVC FM / ! O M O N \ +4 +1 i FH�ASSEMBLY' �0. Q i{s 1 5' 1 - 6 PLUG TAPPED2"`2" � M 4 ` i 4 y \ SEWER SERVICE v ILI / I \ a CL_W EANOvOP. 0�() i m / a BEGIN 1.5 SDR Q'� V FM- -6 M / - 2 v END 15" P SDR 1 R C FM) V / / 3 ; ! 28 1 00 1 - 2 33 321 311 301 291 281 CONNECTION W/ 1.25" � SERVICE LINE (TYP) >♦ ROP. 18"`RI@BON rPRR61", 2i 9J.0WDi�ASS Y \ OP. NATURAL AREA & \ RETAININ6 WALL, DESIGN TO \ MATCH\ EAST. CUL DE SACS \+ BEGIIII 2" SDR 21 PVC FM END 11.5" SDR 21 PVC FM o 1 � W a I Q IL O 4 F- WNo J D_ JNA LL. DO WzR Q o�m Q a Y p °oz IrZa- . Z3 G ¢O J W o_o IZza 32 W O m W 0 O O M O O N o � m 32i mM yo viaM X +Y m C4 wW m N rcM yOj mn m m m II w 11 311 W a LL'J XIST. GRADE ( ) ay' (�J O W m m II oW c� w N - '�--- PROP. E OP (TYP) H O -128X 1.28 31( -,Do 30 ¢o ss /- PROP. ENTERUNE ( s M i0 7 0) 1 W Y CLEANOUT WII U c PVC PRSSURE SEWER / Mi COLLEC ON LINE, SEE w PLAN VIE W FOR SIZING co ss 29 NOTE: WL NOT SH WN IN PROFILE FOR CLARITY, MAINTAIN 24" s V RTICAL CLEARAN E OVER ALL SANITARY SEWERS AND 24" 8 LB PORTIOJ VERTICAL CLEARANCE BETWEEN WL AND STORM. YL SHALL rc BE PC 350 DI FO I A MIN. LENGT I OF 20' WHERE PASSING Ut DER STORM. F EF. PLAN VIEW OR ADDITIONAL RED'S. 301 28 14-00 0+00 U 2+00 3+00 i S ss ri PVC PRESSU E SEWER COLLECTION NE, SEE PLAN VIEW F R SIZING 1 BOP TO EOP 281 .�.nn jinn Jnn v nn sIm E.nn jinn 28 1 00 1 - 2 33 321 311 301 291 281 CONNECTION W/ 1.25" � SERVICE LINE (TYP) >♦ ROP. 18"`RI@BON rPRR61", 2i 9J.0WDi�ASS Y \ OP. NATURAL AREA & \ RETAININ6 WALL, DESIGN TO \ MATCH\ EAST. CUL DE SACS \+ BEGIIII 2" SDR 21 PVC FM END 11.5" SDR 21 PVC FM o 1 51 0 1' 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' 5 00 � W a I Q IL O 4 F- WNo J D_ JNA LL. DO WzR Q o�m Q a Y p °oz IrZa- . Z3 G ¢O J W o_o IZza 32 W O m W O M O l \ N o � m 51 0 1' 2' HORIZ. SCALE 1" = 50' VERT. SCALE 1" = 5' 5 00 � W a I Q IL O 4 F- WNo J D_ JNA LL. DO WzR Q o�m Q a Y p °oz IrZa- . Z3 G ¢O J W o_o IZza 32 W O m W O M O N o yo viaM X +Y m C4 N rcM mn m ~ m II O 311 W XIST. GRADE ( ) ay' (�J m II oW c� w - '�--- PROP. E OP (TYP) -128X 1.28 30 ss s Ss i0 7 1 W Y CLEANOUT U c PVC PRSSURE SEWER Mi COLLEC ON LINE, SEE PLAN VIE W FOR SIZING 29 NOTE: WL NOT SH WN IN PROFILE FOR CLARITY, MAINTAIN 24" V RTICAL CLEARAN E OVER ALL SANITARY SEWERS AND 24" 8 LB PORTIOJ VERTICAL CLEARANCE BETWEEN WL AND STORM. YL SHALL BE PC 350 DI FO I A MIN. LENGT I OF 20' WHERE PASSING Ut DER STORM. F EF. PLAN VIEW OR ADDITIONAL RED'S. 28 14-00 0+00 1+00 2+00 3+00 4+00 11 -,I E ISGEWATET1 EDGEWATER `DEVELOPERS, INC. - �I A SEAL z 1 L J. nn N � W a 5+50 Q IL O 4 F- WNo J D_ JNA LL. DO WzR Q o�m Q a Y p °oz IrZa- . Z3 G ¢O J W o_o IZza W m W O W SHEET NUMBER 0 + 5+50 Q 3 4 5 1 2 100% STANDARD SLOPE OR BCKFIERS, / SHORING PE %\ 95%PSTANDAR ROCTOR IN D� /\` N 17 j N � Z 4 CLEAN BACKFILL (NO MATERML URGER THAN 2-) ( 2- MIN. HAND T-� EXCAVATION NOTES: 1. FOR USE WITH ALL DIP. RCP AND VCP UNLESS CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ME PRESENT. 2. HAND EXCAVATE TO CONFORM TO PIPE BARREL 3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE. 4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN V DEEP AND 8' LONG. BEGIN SDE SLOPE, IF USED, APPROX. 18' MOVE TOP OF PIPE. 5. BRCKFlLL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS WD. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TRIPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED IMO PLACE. 6. UNDER NO CIRCUMSTANCES SHAL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6' BELOW THE FINISHED GRADE OF BACKFILL MATERIAL AND 95% AT GREATER THAN 6' BELOW GRADE "TYPE I" BEDDING DETAIL NO SCALE ORIGINAL GRADE COMPACTED BACKFILL SLOPE OR SHORING PER NOTE 5 PER OSHA SANDBAGS - CONTR. OPTION CLASS A CONCRETE 6 -MIN. ALL AROUND g g PIPE SEE NOTE B1 12' MIN. NQI6: 1. CUSS A CONCRETE SHALL BE 3000 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS. 2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH 6 MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE, IF USED, APPROX. 18' ABOVE TOP OF PIPE. 3. BACKFlWNG OF TRENCHES SHALL BE AMOMPUSHED IMMEDIATELY AFTER THE PIPE IS WD. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED IMO PUCE. 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF TOM STANDARD PROCTOR TO A DEPTH 6' BELDW THE FINISHED GRADE OF THE BACKFILL MATERW.. AND 95% STANDARD PROCTOR AT GREATER THAN 6' BELOW GRADE. CONCRETE ENCASEMENT DETAIL NO SCALE TOP 6" - 100% STANDARD PROCTOR SLOPE OR SHORING - PER OSHA. COMPACTED BACKFILL -IN 6" LAYERS, 95% STANDARD T PROCTOR. 12 IN. CLEW BACKFILL (NO MATERIAL. LARGER THAN 2-) AGGREGATE NO. 67 BEDDING -1/2 PIPE O.D. BELOW PIPE (MIN. 6-) AND UP TO PIPE MIDPOINT 8' MIN 6" MIN 9" MAX NDff.S: 1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR SATURATED SOIL OR ROC( ME PRESENT. 2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE, IF USED, APPROX. 18' ABOVE TOP OF PIPE 3. BACKFlWNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS WD. COMPACTION REQUIREMENTS SWILL BE ATTANM BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE. 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 5. ALL MATERIAL SHALL HAVE AN IN PUCE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6' BELOW GRADE. NO SCALE FOR ASPHALT PAVEMENT OVER CONCRETE n° a° V-0' TRENCH 3 PIPE 1'-0• 0 D 1'-0' TOP 6, 100% STANDARD PROCTOR MN. MN. COMPACTED BACKFILL IN 6' LAYERS, 95% STANDARD MOTOR SLOPE OR SHORING PER OSHA i TOP OF ROCK m� NOI STONE 1/4 PIPE O.D. BELOW PIPE (MIN. 67 AND MIN. OF 6' OVER TOP OF PIPE o § "TYPE III" 1. FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK PRE PRESENT. REGARDLESS OF PIPE MATERIAL 2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG. BEGIN SIDE SLOPE. IF USED. APPROX. 18' ABOVE TOP OF PIPE 3. BACKFIWNG OF TRENCHES SHALL BE ACCOMPUSHED IMMEDIATELY AFTER THE PIPE IS WD. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TRAPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6' LAYERS AND THOROUGHLY COMPACTED INTO PLACE. 4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN VNBACKFlLLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. S. ALL MATERIA. SHALL HAVE AN IN PLACE DENSITY OF TOOK TO A DEPTH 6' BELOW THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6 - BELOW GRADE "TYPE III" BEDDING DETAIL NO SCALE 4 4-3/4'0 ANCHOR BOLTS 4'-6" LONG W/3" HOOK BITUMASTIC COAT I - - 6"x 6" HYDRANT TEE J OR 6" GV (SEE PLANS) 18' JOINT 6" PIPE �l W FARM i CUSS A -3000 PSI CONCRETE 1 TYPICAL SECTION TEE OR BEND PLUG BLOCKING DETAIL NO SCALE 5 6" MJ PLUG CONCRETE THRUST BLOCK SCHEDULE IN EXCESS OF 11 1/4' ANCHORAGE PIPE SHALL BE AS DESIGNED BY GOo 0 z o ng�m AN ENGINEER. BLIND d TYPICAL CONCRETE TYPICAL CONCRETE THRUST SIZE 90 Lu j-1 N ri 1 22 1 T 1 11 1,O4' OF 1T IMO INCHES H I L I H I L I H I L I N I L 2- .75' 1.5' .50' 1.0' .50' J5' .50' .50' 4- 1.5' 3.0' 1.0' 2.5' 1.0' 1.5' 1.0' 1.0 6' 2.0' 4.0' 1.5' 1% 1.0' 3.0' 1.0' 1.5' 8" 2.5' 5.0' 1 2.5' 4.0' 1.5' 3.5' 1.0 2.5' 10" 3.0' &5-12.5' s0 5.0' 2.0' 4.0' 1.0' 3.0' 12' 3.5' 8.0' 3.0' 5.0' 2.5' 5.0' 1.5' 3.5' • FOR DESIGN PRESSURE=200 PSI SIZE SCHEDULE 1 2 L 1 2 L CV A CUSS A FOR ASPHALT PAVEMENT 3000 FSI 3000 PS < CONCRETE CONCRETE THREADED COUPLING 'O � UNDISTURBED UNDISTURBED iv \ EARTH EARTH \ NALTE PATCH VALVE BOX \ \ 1 EXIST. PAVEMENT BRASS NIPPLE TIE;UNE G 1 WACONCRETE BLOCKING FIRP �i s IUEARTH ` 2'x24" BRASS•NIPPLE 1 -0' 2 VALVE I 2•x12' BRASS NIPPLE NOT:: CONTRACTOR MAY SUBSTITUTE PRE - ASSEMBLED, MANUFACTURED BLOWOFF PLAN - TEE PLAN - BEND VALVE AS APPROVED BY OWNER. CUT PAVEMENT 1' PAST EDGE OF TRENCH CONCRETE BLOCKING DETAIL 2" BLOW -OFF DETAIL NO SCALE -ACEMENT NO SCALE NOTES: 1. IF ARRANGEMENTS HAVE BEEN MADE WITH THE CITY FOR CITY FORCES TO REPLACE ASPHALT. STONE SHALT. BE PLACED FLUSH WITH THE EXISTING SURFACE FOR A MINIMUM DEPTH OF 10 INCHES. 2. OPEN CUTTING OF STATE ROADS MUST BE APPROVED BY NCDOT. AND REPAIRS MUST BE MADE IN ACCORDANCE WITH NCOOT REQUIREMENTS. 3. EXISTING ASPHALT SHALL BE REMOVED FOR A DISTANCE OF 1 FOOT TO BOTH SIDES OF THE TRENCH OPENING. 4. ASPHALT PATCH TO BE 1-2 ASPHALT. PAVEMENT REPLACEMENT DETAIL NO SCALE UNIEL NOTES: • FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER • UMEL KAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE • HEIGHT OF BEM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS • PLACEMENT OF UNTEL BEAMS SHALL BE CONSISTENT WAFT THE PLACEMENT OF OUTFAJ_ PIPE • INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL MOVE • OUTFALL PIPE SHALL E%TEND BEYOND BASE COURSE OF WALL NO LESS THAN 6' • GEOTEXTILE FABRIC SHALL M INSTALLED MOUND PIPE OPENING • LINTEL TO EXTEND MINIMUM 18' EITHER SIDE OF PIPE GRID NOT SHOWN PRECAST LINTEL BEAM FOR CLARITY r PRECAST LINTEL BEAM FILTER. ` 5 G MIN. CONCRETE HEADWALL) CONCRETE HEADWALL FABRIC "^Z`11 _ OR CUf MODULAR UNITS OR CUT MODUW2 UNIT. PROVIDE BOND BREAK SCOUR PROTECTION OUTFALL PIPE • . AT WALL OPENING AS REQUIRED `L S" :Y , B.L .. ..... PRECAST LINTEL BEAM FILTER FABRIC .xv n FABRIC FILTER FI ]" '- ":.:1::.TT UNTIL. BEAM _....v�• M REQUIRED WALL WITH PIPE PENETRATION NO SCALE 3 JIUt VItVV 2. THE CONTBACTav WILL BE"EOUNET R DDowe¢ EARS uI TNET"E .NA_F.LF.NI m`s`s "BI i iONNGAFCTGVFUEEOFDR1 ECWI51R11LTONOFT{EEpTpM&6H. ICKLE" E EIPTABM BUT E OBED ONLY W C M YLTNO "FfAVMI OU GGLLAG OR NEGGa TO USING CONSTIBLACTIO JOIW AT APE" x'EooweLsl Bxu FLANG S IOf SAYS TO BEmErsoe,,.i ENGFEY 12-ENE"EsuxEGEE . FINE V-0' IN EXCESS OF 11 1/4' ANCHORAGE MIN. SHALL BE AS DESIGNED BY GOo 0 z o ng�m AN ENGINEER. 0 d TYPICAL CONCRETE TYPICAL CONCRETE THRUST MIN. DIA Lu j-1 N ri UNDISTURBED MATERIAL Po ALL AROUND. O TYPICAL BEND OF 1T IMO w w 0 r TRENCH BOTTOM d ELEVATION UNDISNRBEO SqL F W O a z _ 0 I •C I IFW B W v W RESTRAINED JDIM PIPE � � / � LU MAY BE USED IN PLACE LU NO OF THRUST COLLAR. N W s0 Z W O W N IM Y DT pT QK w 0 O it GO w T ALL �NETE %,�AEE,«�<.a.B B n. aNEcesTOMTswBLceuLowsD. CONCRETE HEADWALL DETAIL NO SCALE NOTE: FOR VERTICAL BEND (DOWN) V-0' IN EXCESS OF 11 1/4' ANCHORAGE MIN. SHALL BE AS DESIGNED BY GOo 0 z o ng�m AN ENGINEER. 0 d TYPICAL CONCRETE TYPICAL CONCRETE THRUST MIN. COLLAR. MIN. OF 12" INTO Lu j-1 N ri UNDISTURBED MATERIAL Po ALL AROUND. O TYPICAL BEND OF 1T IMO w w 0 r TRENCH BOTTOM d ELEVATION UNDISNRBEO SqL F THRUST COLLAR DETAIL NO SCALE C EDGEWATER ON LA.. ILlYEl EDGEWATER DEVELOPERS, INC. J TRENCH V-0' m o'm w k GO " h"m GOo 0 z o ng�m 0 Y N 0 d TYPICAL CONCRETE WIDTH MIN. G, Lu j-1 N ri THRUST COLLAR. MIN. Po 00 W Z J Q OF 1T IMO w w 0 O 0 d y& UNDISNRBEO SqL F W O a z _ 0 I •C I IFW B W v W RESTRAINED JDIM PIPE � � / � LU MAY BE USED IN PLACE LU NO OF THRUST COLLAR. N W s0 Z THRUST COLLAR DETAIL NO SCALE C EDGEWATER ON LA.. ILlYEl EDGEWATER DEVELOPERS, INC. J I n N I w z GG ow m o'm w k GO " h"m GOo 0 z o ng�m 0 Y N 0 d N Lu j-1 N ri Po 00 W Z J Q Yip � Z w w 0 O 0 d y& W O a z Q W Rm § 0 W •C a IFW B W v W LU LU NO N W 0 W O W N IM Y DT pT QK w 0 O it GO w Y m r Q I n N I w z GG ow m o'm w k GO " h"m GOo 0 z o ng�m 0 Y N d N Lu j-1 N ri Po 00 W Z J Q Yip � Z w w 0 Q 0 d y& W O a z Q W Rm § 0 W •C o & IFW B W v W LU LU NO W 0 W ;A I SEAL _ 40366 tai%/(t VGINE n I u 111111 N W s d N Lu j-1 N ri Po 00 W Z J Q Yip � Z w w 0 Q 0 WZCL Q W 0 W SHEET NUMBER J 71 - 4 5 - '® in 1 I® Cast Iron PLAN VIEW Rings of #2 Reinf. Bar as shown. 14'0 1'0 Valor Box SECTION VIEW A -A VALVE PROTECTION RING NO SCME 6' DIA. VALVE Box W/ UD FROM TO MAIN+ HOUSE 3/4' SERVICE L 8' DIA. VALVE 3/4" SERVICE BOX W/ UD METER BOX W/ FLP TOP UD PLAN VIEW METER BOX ON ROAD ROW UNE DOUBLE CHECK VALVE BACKFLOW PREVENTER NETER 6' DIA, VALVE BOX W/ uD -II LOCK NTNG V7VE it SERVICE UNE METER BOUP TOIL -BRASS COMP. FITTING LSHUT-OFF VALVE BRASS CORPORATION STOP PRESSURE REDUCING VALVE BRASS METER YOKE SERVICE SADDLE SECTION VIEW ASSEMBLY REQUIREMTS 1�EN VICE SADDLES NOT CORPORATION VALVE - MUELLER 0-ccx) Hl5SfO oc x m) REWIRED ON DI PIPE. DIRECT TAP FORD (F80 ONLY. SERMCE UNE - CTS POLY TUBING 2. OWNER/ GC SHALL COORDINATE METER SETTER - MURI (X1404) 5/8' METER SIZE, ANGLE METER STOP FINAL METER REQ.'S WITH COUNTY FORD (Y72-7) OF STANLY PUBLIC UTIUTIES. METER - HERSEY REMOTE READ. 5/e' METER BOX - DEWY BROS. (MBX-1) 3/4" WATER METER DETAIL NO SCALE A WATER �Z=�o A r SECTION A -A NM, BOX IS TYLER, OR EQUAL CAST IRON VALVE BOX VALVE BOX DETAIL W SCAE VALVE BOX COVER PAVEMENT � 18' x 18" x 6" *VER WHO. PAD STANDARD VALVE BOX VALVE BOX NOT N CONTACT TOP SECTION WATER MAN OR VALVE TAMPED BACKFILL l BRICKS OR OTHER SOLD SUPPORT _ USE UNDER BOX ADDITIONAL VALVE BOXES FOR EXTENSIONS WATER MAN SUP -ON SOIL PIPE GASKET 8' OF WASHED STONE STAMDARO VALVE TAMPED flACKFILL BOX BOTTOM SECTION INSTALLATION EXTENSION VALVE BOX INSTALLATION DETAIL NO SCALE ALTERNATE WALL CONFIGURATION 1 I --- TI 4 c PLAN I e 3:7 SLOPE Jo I O 0 ¢ �4T SECTION END VIEW SEE STD. 20.23 AND 20.24 FLARED END SECTION DETAIL NTS AS DIRECTED AS DIRECTED PIPE SUPPORT ASSEMBLY MARK NUMBERS TABLE OF DIMENSIONS ID PER FORCE MAN DT NOTE: AT END OF LINE FLUSH CONNECTIONS OMIT A 6 C E L WT. 127 2-1/4" 4' 2'-0" 4'-1" 2'-0' 8'-1" 730 IS 2-1/4' 6' 2'-3" S-10' 2'-0" 6'-1' 730 18' 2-1/2" 9" 2'-3" S-10" S -O' W-1" 1190 24' 3' 10" S -e" 2'-6' 4'-0" 6'-2" 17]0 30' 3-1/2' l'-0' 4'-6" 1'-8" 5'-0' (1 2380 3 6" 4' V-3" 5'-3" 2'-11" 11 8'-2" 5320 42' 4-1/2" V-9' 5'-3" 2'-11' 6'-6' 8'-2' 6920 48' W 2'-0' W-0" 2'-2" 7'-0" 8'-2" 7470 54' 5-1/2" 2'-3' W-8" 2'-10" 7'-8' 8'-4" 8810 60' 6' 2'-6' 5'-0" S-3' 8'-0" 8'�' 11180 66" 111 S-0' 1 11 V-3' 1 8'-8' 1 8'-3' 1 12530 ]Y I T 1 3-0' 1 6'-6' It 1'-9' 1 9-0° 1 B-3-1 13980 PLAN I e 3:7 SLOPE Jo I O 0 ¢ �4T SECTION END VIEW SEE STD. 20.23 AND 20.24 FLARED END SECTION DETAIL NTS AS DIRECTED AS DIRECTED PIPE SUPPORT ASSEMBLY MARK NUMBERS BALL VALVE. SIZE ID PER FORCE MAN OD NOTE: AT END OF LINE FLUSH CONNECTIONS OMIT PACER 5 1/4"B-67-250, CENTER VALVE BOX AND DOWNSTREAM FLUSH PORT. 2 CAP WYE CONNECTOR ON UPSTREAM PORT. OR CORE DRILL HOLE LIMPER NOZZLEWATERWS MOD. WOR ALL PIPE/ FITTINGS SHALL BE BRASS C IN-LINE FLUSH VALVE 4.80' FACE STREET MUELLER SUPER CENTURION, 5 1/4", OR 0.250' 8' x 2' X 1/4' 6' x i VY x VY 6' AT 90'T MUELLW, ER MODERN CENIURI5 1/4", 10.90' l 3/4' 3/4 6' 6.90' ALL TIREE WAY. 0,188' 0,250' 8' x 2' x 1/4' V x I VY xVY 6' X 1/4' 3/8'0 CONCRETE METER BOX VALVE 3/4 8' 9.05' ENCLOSURE, TRAFFIC PROTECTION RING "A � 8' x 2' x 1/4' V x Y x 1/4' %RATED, MARKED SEWER 3/8'0 14.05' 1 3/4' 3/4' .'. IL I 3/4 12' 1320' 20,00' % 0.344' O O 6' x 1/4' 3/8'0 17,70' 1 3/4' 3/4' VARVE BOX 15.20' 24,00' 0.250' A 6 x 2 V4' x 1/4' 6' x 1/4' 3/8'0 21.80' 2 1/4' 1 1/4 s 1 1/2 CY MIN. 30.00' 0.312' 0.469' 8' GATE \\\ q `N0. 67 STONE x 1/4' . .,. ;.:: _•: A VALVE )UCTLE IBON MJ y `/ 19.50' . 4- • . 0.312' W/ 6' BRANCH )R HYDRANT 1EET 8' 0 DIP PIPE 8' x 3' x 31W 6' x 31 x 3/8' 6' O. 1/2'0 27.50' E 1 3/8 20' 21.60' 30.00' 0.312' W x 3' x 3/W 6' x 2 U4' x VY 6' x 1/4' 1/2.0 27.60' 3' 13/8 24' 25.80' `\ 0.375' W x 4'x3/8' PIAN AEW 6' _ � _ 8' MIN. \\ 3' 1 3/8 30' 32.00' T_ �� \ \�, FORCE MAIN FLOW DIRECTION III W x 2VY xVY PROVIDEEAT TWO 3INC. RODS x 1/'"i 3/4'0 38.75' PI 1 3/8 THREADED AT ENDS (INC. NUTS) EQUALLY SPACED AROUND PIPEJ BETWEEN ALL MECHANICAL 38.30' 1 SAND BACKFILL DOWNSTREAM PORT CENTER VALVE BOX�I ` r UPSTREAM PORT JOINT FITTINGS 1 18' x 1/Y 1 3/4'01 45.05' 1 3' 11 3/8 T- BOLTS a VALVE BOX - PSE PIPE FINIGE CONCRETE PAD- GATE ALVE VALVE -CONCRETE PAD 1D 3/4'0 TE BOLT GRAVEL BEDDING GRAVEL BEDDING (D 3/4b TE BOLT NUT ` SOW ELBOW 0 3/4.0 ROUND WASHER ® ® ® ^'c WYE r (D 3/4"P THEADEO ROD K (COATED wam COAL TAR) HARNESS DETAIL BACKER ROD & SEALANT MODULAR MECHANICAL v- SEAL (ONE FOR WALLS LESS THAN 8' THICK, PIPE THEW < TWO FOR WALLS 8" WALL OR FLOOR THICK & LARGER) zito AS RECOMMENDED ¢ v CORE DRILL EXISTING BY SEAL MFR v e CONC FLOOR OR WALL INTERIOR DRY BURIED, WET OR OR TOP SIDE BOTTOM SIDE NOTE: BOLT HEAD ON ACCESSIBLE SIDE OF WALL OR FLOOR ANNULAR SEAL WALL PENETRATION NO SCALE 2 (MIN.4 EACH/HYD) FIRE HYDRANT ASSEMBLY NO SCALE ^ ` RUBBER BOOT W/ STAINLESS STRAP CONCRETE WALL MANHOLE BOOT DETAIL NO SCALE _ 3 4 r RPTFR 5 GENERAL NOTES: 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2. WALL B. 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. Fr�. SECTION A -A SECTION B -B CARRIER PIPE FULLY PORTED STONE BASE PIPE SUPPORT ASSEMBLY MARK NUMBERS BALL VALVE. SIZE ID PER FORCE MAN OD NOTE: AT END OF LINE FLUSH CONNECTIONS OMIT WALL CENTER VALVE BOX AND DOWNSTREAM FLUSH PORT. 2 CAP WYE CONNECTOR ON UPSTREAM PORT. OR CORE DRILL HOLE 4 MFR. REQUIREMENTS ALL PIPE/ FITTINGS SHALL BE BRASS C IN-LINE FLUSH VALVE 4.80' NO SCALE ETER AND MATERIAL VARIES 0.250' ^ ` RUBBER BOOT W/ STAINLESS STRAP CONCRETE WALL MANHOLE BOOT DETAIL NO SCALE _ 3 4 r RPTFR 5 GENERAL NOTES: 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTO M170, TABLE 2. WALL B. 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. Fr�. SECTION A -A SECTION B -B CARRIER PIPE CASING PIPE HWY R/R PIPE SUPPORT ASSEMBLY MARK NUMBERS DIMENSIONS ID OD OD WI WALL 1 2 3 4 A 8 C 4' 4.80' 12.75' 0.188' 0.250' 8' x 2' X 1/4' 6' x i VY x VY 6' x 1/4' 3/8.0 10.90' l 3/4' 3/4 6' 6.90' 12.75' 0,188' 0,250' 8' x 2' x 1/4' V x I VY xVY 6' X 1/4' 3/8'0 10.90' 1 3/4' 3/4 8' 9.05' 16.00' 0,250' 0,281' 8' x 2' x 1/4' V x Y x 1/4' 6' x 1/4' 3/8'0 14.05' 1 3/4' 3/4' 3/4 12' 1320' 20,00' 0250' 0.344' 8' x 2' x 1/4' V x 13/4' x 114' 6' x 1/4' 3/8'0 17,70' 1 3/4' 3/4' 14' 15.20' 24,00' 0.250' 8' x 3' x 1/4' 6 x 2 V4' x 1/4' 6' x 1/4' 3/8'0 21.80' 2 1/4' 1 1/4 16' 17.40' 30.00' 0.312' 0.469' W x 3' x 3/6' 6' It 4 VY x 3/8' 6' x 1/4' 1/2'0 27AID' 3' 1 3/8 18' 19.50' 30.00' 0.312' 8' x 3' x 31W 6' x 31 x 3/8' 6' x 1/4' 1/2'0 27.50' 3' 1 3/8 20' 21.60' 30.00' 0.312' W x 3' x 3/W 6' x 2 U4' x VY 6' x 1/4' 1/2.0 27.60' 3' 13/8 24' 25.80' 36.00' 0.375' W x 4'x3/8' 6' x 23/4' x VY 6' x VY1 1/2'0 33.05' 3' 1 3/8 30' 32.00' 42.00' 0.469' z 1Y x 4' x 3/8' W x 2VY xVY 18' x 1/'"i 3/4'0 38.75' 3' 1 3/8 36' 1 38.30' 1 48A0' 0,500' 1 1 0 x V x 3/W W x 2 VY x VY 1 18' x 1/Y 1 3/4'01 45.05' 1 3' 11 3/8 CASING PIPE DETAIL NO SCALE 5' BEYOND TOE OF SLOPE CARRIER PIPE 3' 0" MIN. I WALL SLOPE L`STEEL PIPE CASING 8" 1/2 CU. YD. GRAVEL U/ _-e. TYPICAL PIPE CROSSING I ID a. \T COMMON BRICK MORTAR: 1 PART PORTLAND CEMENT WEEPHOLES 2 PARTS SAND END WALL SECTION NOTES: 1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL PIPE CASINGS. 2. INSTALL DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL PIPE BORE & JACK DETAIL NO SCALE 7 C y��Ik EDGEWATER EDGEWATER DEVELOPERS, INC. O w z to 0 z j U Z II ❑ z ON W V w W � m ovMR, r E O 1 z at J IL O O w ¢ o z m h p y alF z yy F aE N m Z o` $# U, i r .9 W C. g O 0, C w K p 0z 4 Ix 8 a a xn A U, at 0 [lA a. W #J`AI DITCH ,�" •Y '; SEAL 403661 eL j.io Oxxx TEL nn\`�\` AI N _Tm W to x a O fL N J ~ U n Z Q W J hoz w 0 OIttt 0 yZa W a W W O W a U 0 rc r 0 z a 0 K O w z to 0 z j U Z II ❑ z ON W V w W � m ovMR, r E O 1 z at J IL O O w ¢ o z m h p y alF z yy F aE N m Z o` $# U, i r .9 W C. g O 0, C w K p 0z 4 Ix 8 a a xn A U, at 0 [lA a. W #J`AI DITCH ,�" •Y '; SEAL 403661 eL j.io Oxxx TEL nn\`�\` AI N W to x fL N J ~ U n Z Q W J hoz w 0 OIttt yZa W a W W O W SHEET NUMBER i2 FLID MARKED SEWER I. TO MAIN 1 1/4- LINE -1H H, Q €I Ll 1/2- CORPORATION STOPIN-LINE DOUBLE 1 1/4" TO 1 1)'2" CHECK VALVE LTEE CONNECTION ADAPTER LFILL BOTTOM W/ WASHED STONE 1 1/2- CORPORATION STOP FORCE MAIN WITH UNION 0 PRESSURE SEWER SERVICE CONNECTION NO SCALE 1 Ifo METER BOX/ COVER l l 1 1/8' l MARKED SEWER -.owl 1 CII €1� L..3..d.,,.....�......:...........:.__.._...e:._,......_.........-,.�......._.--- ....._........._._.... _AF L1 1/4" LINE FROM PUMP 1 1/4" TO 1 1/2" 10 3/4' ADAPTER 1 1/2" LINE Will 12' 1 1/2" CORPORATION STOP WITH UNION 1. MANHOLE RING AND COVER NOTE, 2, A.R.I. FLOW CONTROL ACCESSORIES MODEL 1. A MINIMUM OF IS' CLEARANCE MUST BE D-020 COMBINATION AIR VALVE MAINTAINED BETWEEN THE ARV AND RIM 3. 2' BALL VALVE OF MANHOLE 4. 2' BRASS NIPPLE 2, INSTALL FORCE MAIN AT THE DEPTH TO 5. CORPORATION STOP SUIT MANHOLE 6. 6'x4' DUCTILE IRON TEE w/ 4' BLIND 3. AIR RELEASE IS TO BE CENTERED ON i FLANGE TAPPED 2' FULL JOINT OF DUCTILE IRON PIPE 7. 5' DIA. PRECAST MANHOLE B. GROUT TO DRAINS k PER FOOT 9.6' DIA. DRAIN 10. 12' MINIMUM #57 STONE COMPACTED 11, NEOPRENE BOOT AIR RELEASE VALVE NO SCALE SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DiTCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. NC DENR SOIL STABILIZATION TIMEFRAMES NO SCALE 3 3/8' <) 9 1/8' �I 1 1/4' 1/2' GRADE 60 STEEL REINFORCEMENT I SECTION A -A 1 NOTEI PSI -PF MANHOLE STEP -_ I BY MA INDUSTRIES, INC. COPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP NO SCALE 14. Am. 1. am OR in" SRM OF RPRM AID LOCK WIDTH ANO DEPTH OF APRON PM MW APRON DATA NOCK SHONN IIELOV. 2 IRIPW SHOULD M CFEID UP BOTH SIDES OF THE APM Ata AROUND THE END OF THE PPE OR 0MVERr AT THE DWVF0E OUTLET AT A MAIOMIIM SLOPE OF 2:1 ANDA HEIGHT'Nor LOS THAN 7WG WIDS THE PPE DMICTER OR CULVERT HEIGHT. 3. THERE SHALL SE NO OVERFLOW MM THE Eta OF THE APRON TO THE SURFACE OF THE RECEIYID OIUMBEL. THE AREA TO eE PAVED OR RPRAPPED OPADE WU1) WITHHTIE THE S �OF THE REAPRON CHANNEL THE APRON SIVUL wNE 71 CUTOFF OR TOE WALL M THE DOWNSI JIM END. 4. THE WIDTH OF 711E DO OF THE APRON SHALL BE EQUAL. TO THE BOTM WIDTH OF THE REMAND CHAHNEL JAMMU TAPER TO RECENNG CHANNEL. 5:1 S. ALL SUBOPoNE FOR STRUCTLNE 10 BE COIF 0 TO "S OR fsAFA M 0. THE PLACING OF FRL. EATER IDOSE OR COMPACTED N 11E RECOW40 CWN *L SHALL NDT BM ALLOWED. 7. No SEWS OR CURVES N THE tMONOIL ALIDIEIERT OF THE APB01€ WILL APRON DESIGNATION PIPE d50 RIPRAP DIAMETER STONE SIZE Do L W t ST -1 15' OX 3.8' 12' 13.3' 110.8 - ST -2 15' 0.5' 3.8' 14' 15.3' 13.5' CULVERT A 36' 0.6' 9.0' 19' 22.0' 16.2' CULVERT B 24' D.4' 6.0' 12' 14.0' 10.8' CULVERT C 36' 0.6' 9.0' 20' 23.0' 16.2' CULVERT D 24' 0.5' &0'113'11,9.W 13.5 Do= Width of Apron at Outlet of Pipe (3xDta) RIPRAP APRON DETAIL NTS Slope surface shall be smooth Wfr re If there is a berm at the trip of Placement for'.prow loll contact. slope, anchor upslope of the berm.. stapling: potter n Cas l2" p" .� Anchor 1f15"xb" 1Ttin Trench per t?P and st k at 12 Intervals. Min. 6" :overlap. Staple overlaps max. s"'spaeing, ba not stretch blankets/r€tott" tight --allow OHng material darn to a levet area, turn the ead under 4" and staple at 12" the rolls to conform toarly4reegol4rities. int For slopes less than 3H° IV, rolls Lime, fertilize, and seed before installation. PlontiN b placed In horizontal strips. of shrobs, trees, etc. should -occur after installation. maytev 6.17.11 MAINTENANCE 1. INSPECT ROLLED EROSION CONTROL PRODUCTS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT AND REPAIR IMMEDIATELY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. TEMPORARY SLOPE MATTING DETAIL WATER - MAIN WA MA SANITARY SEWER SANITARY SEWER 1 1 9n• rr I SANITARY SEWER NTS SEEDING MIXTURE RATE (Ib/acre) Tall Fescue 80 Sericea Lespedezo 20 Kobe Lespedeza 10 SEEDING NOTES After Aug. 15 use unscarifted sericea seed. Where periodic mowing is planned or a neat appearance is desired, omit sericea and increase Kobe lespedeza to 40 ib/acre. To extend spring seeding dates into June, add 15 ib/acre hulled Bermudagross. However, after mid -Apr. it is preferable to seed temporary cover. NURSE PLANTS Between May 1 and Aug. 15, add 10 ib/acre German millet or 15 ib/acre Sudangrass. Prior to May 1 or after Aug. 15 add 40 ib/acrer I rain) COORDINATE LOCATION OF DISCONNECT/ CONTROL PANEL WITH OWNER. g E -ONE GATOR GRINDER PUMP SEEDING DATES Best Possible Fall. Aug. 25 - Sept. 15 Aug. 20 - Oct. 25 1 Late Winter. Feb. 15 - Mar. 21 Feb. 1 - Apr. 15 Fall is best for tall fescue and late winter for lespedezas. Overseeding of Kobe lespedeza over fall -seeded tall fescue is very effective. SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. MULCH Apply 4,000 1b/ocre grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disc with blades set nearly straight can by used as a mulch anchoring tool. MAINTENANCE Refertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, but mowing is not necessary. Reseed, fertilize, and mulch damaged areas immediately. Reference. Table 6.11 l from NC Erosion and Sediment Control Planning and Design Manual, 1988. PERMANENT SEEDING SPECIFICATIONS ag 220V DISCONNECT CONNECT TO HOUSE WiRING, BY OTHERS CONTROL PANEL 1" ELEC. CONDUIT 100' MAX. r- RECOMMENDED 12" SETTLING LOOP 4" LATERAL FROM HOUSE PUMP INSTALLATION DETAIL NTS I go AI M off=Thi' '-I'-T�-`'Tf� T W I (- -i � I- STORM SEWER � ? Z Z N � WATER MAIN a I- OR SANITARY Q0 Z F- .3 Z 3: Q II� SEWER Z O SANITARY _ SEE NOTE SEWER (OVER) STORM SEWER WATER MAIN T iI OR SANITARY r SEWER -€ '1 (( WATER MAINN SEWER RY NOTE: o€1 WHEN A WATER MAIN OR SANITARY SEWER CROSSES OVER OR UNDER A STORM NOTE: SEWER AND CONDITIONS PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER, BUT WITH LESS THAN 24" THE WATER MAIN OR SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLEARANCE, OR WHEN THE SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM WATER MAIN AND THE SANITARY SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MiNIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, of 10 FEET ON EACH SIDE OF THE CROSSING. RELATION OF WATER MAINS AND RELATION OF WATER MAINS SANITARY SEWERS TO STORM SEWERS TO SANITARY SEWER MAINS NO SCALE NO SCALE rn UTILITY CLEARANCE DETAIL NTS SEEDING MIXTURE RATE (Ib/acre) Tall Fescue 80 Sericea Lespedezo 20 Kobe Lespedeza 10 SEEDING NOTES After Aug. 15 use unscarifted sericea seed. Where periodic mowing is planned or a neat appearance is desired, omit sericea and increase Kobe lespedeza to 40 ib/acre. To extend spring seeding dates into June, add 15 ib/acre hulled Bermudagross. However, after mid -Apr. it is preferable to seed temporary cover. NURSE PLANTS Between May 1 and Aug. 15, add 10 ib/acre German millet or 15 ib/acre Sudangrass. Prior to May 1 or after Aug. 15 add 40 ib/acrer I rain) COORDINATE LOCATION OF DISCONNECT/ CONTROL PANEL WITH OWNER. g E -ONE GATOR GRINDER PUMP SEEDING DATES Best Possible Fall. Aug. 25 - Sept. 15 Aug. 20 - Oct. 25 1 Late Winter. Feb. 15 - Mar. 21 Feb. 1 - Apr. 15 Fall is best for tall fescue and late winter for lespedezas. Overseeding of Kobe lespedeza over fall -seeded tall fescue is very effective. SOIL AMENDMENTS Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. MULCH Apply 4,000 1b/ocre grain straw or equivalent cover of another suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disc with blades set nearly straight can by used as a mulch anchoring tool. MAINTENANCE Refertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, but mowing is not necessary. Reseed, fertilize, and mulch damaged areas immediately. Reference. Table 6.11 l from NC Erosion and Sediment Control Planning and Design Manual, 1988. PERMANENT SEEDING SPECIFICATIONS ag 220V DISCONNECT CONNECT TO HOUSE WiRING, BY OTHERS CONTROL PANEL 1" ELEC. CONDUIT 100' MAX. r- RECOMMENDED 12" SETTLING LOOP 4" LATERAL FROM HOUSE PUMP INSTALLATION DETAIL NTS I go AI SS 9 SEAL 40366 S' .NGINS� �/1/1111illlo`` N O W w Z Z N � m _J Q Q0 Z F- .3 Z 3: Q I- Z O W H Q W� O W r o€1 O O W LU 00 rn YE p� ZJ W J D3 U- p Z LU Q 0)z m ~ Z W W I ti -1 €n N Z U IL E0 V N ,o 9 Z co LL Z O O W 07Cry IN •� d Z N a E O °o C •M j W O N � C W W LU v Z ZL v LU LO E X LU Im 0 v C', U a 0 W oma SS 9 SEAL 40366 S' .NGINS� �/1/1111illlo`` N O W w Z Z N � m _J Q Q0 Z F- .3 Z 3: Q I- Z O W H Q W� O W r o€1 O O W LU 00 rn YE p� ZJ W J D3 U- p Z LU Q 0)z m ~ Z W W I ti -1 €n N Z U IL E0 V N ,o 9 Z co LL Z O O W 07Cry IN •� d Z N a E O °o C •M j W O N � C W W LU v Z ZL v LU LO E X LU Im 0 v C', U a 0 W SS 9 SEAL 40366 S' .NGINS� �/1/1111illlo`` N W a N � WO 00 J N WZC) _J Q Q0 Z F- .3 Z 3: 0 DOW- rgZa W H a W O W SHEET NUMBER 13 IDw 2 1 3 4 5 CL 0 0 0 0 0 0 0 N r ROADWAY CROSS SECTION 1/2^ = 1'-0' EDGEWATER DRIVE ROAD 1 ROAD 2 CURB REQ.'S NTS ROADWAY CROSS SECTION (BULB) 1/2^ = t' -o^ ROAD 1 - BULB PORTION ROAD 2 - BULB PORTION NOTES: 1. TRAFFIC WILL BE EXCLUDED FROM THE 1:1 SLOPE AREA UNTIL BACKFILL IS COMPLETE. 2. IF THE 1:1 SHORING CAN NOT BE PROTECTED THEN ACTIVE SHORING (SHEET PILING, SOLDIER PILES AND LAGGING, ECT) WILL BE NECESSARY TO PROTECT THE ROADWAY IF DEEMED BY THE NCDOT ENGINEER. 3. SHORING SHALL BE IN ACCORDANCE WITH THE OSHA TRENCHING STANDARD 1926 SUBPART P, OR AS AMENDED. 4. TRENCH WIDTH IS TYPICAL FOR UTILITY CONSTRUCTION, ACTUAL TRENCH WIDTH MAY VERY BASED ON CONSTRUCTION METHODS OF INDIVIDUAL CONTRACTOR AND SPECIFICATIONS. 5. LANE CLOSURE FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. NO LOAD ZONE DETAIL NO SCALE 2 GENERATOR ® ® a CONNECTION BOX 0 OWNER PROVIDED ITEM UTILITY SUPPLY RTS TRANSP SWITCH NEUTRAL BLOCK CONCRETE RIBBON CURB, TYP. CURB ATEDGE OF INTERSECTIONS AND CUL.DESACS IN RADII PAVEMENTSECTION SEE DETAIL ABOVE w f CDRE a a z z rmwnawi� aG ° a a a — FACRIRY INSTALLED Q CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG. Q W SIX CONDUCTOR a d Q 0 0 18" z Wr B EXPANSION JOINTS SHALL BE INSTALLED ZJzO ' EVERY V AND CONTROL JOINTS EVERY 20' ou, Q 0 AS NEEDED FOR ALL CURB AREAS 3 aN LL m oa�a F I 2'-0" �I � I ~O 1/2" R yD E z m 0 R1 LL 0 O /2R IL2 SLOPE 1/4" z m PER FOOT K 0 m m F Z N N N N wm m mm as w . r a= a$ 1/2" RADIUS V-0 g $J v RADIUS 3" RADIUS Sc 0 K d c Ra d a 1/8" RADIUS C Y O3 d O N N M< m ° a N � +k: G aaa e r a Y Q a° e. m a A I I CURB REQ.'S NTS ROADWAY CROSS SECTION (BULB) 1/2^ = t' -o^ ROAD 1 - BULB PORTION ROAD 2 - BULB PORTION NOTES: 1. TRAFFIC WILL BE EXCLUDED FROM THE 1:1 SLOPE AREA UNTIL BACKFILL IS COMPLETE. 2. IF THE 1:1 SHORING CAN NOT BE PROTECTED THEN ACTIVE SHORING (SHEET PILING, SOLDIER PILES AND LAGGING, ECT) WILL BE NECESSARY TO PROTECT THE ROADWAY IF DEEMED BY THE NCDOT ENGINEER. 3. SHORING SHALL BE IN ACCORDANCE WITH THE OSHA TRENCHING STANDARD 1926 SUBPART P, OR AS AMENDED. 4. TRENCH WIDTH IS TYPICAL FOR UTILITY CONSTRUCTION, ACTUAL TRENCH WIDTH MAY VERY BASED ON CONSTRUCTION METHODS OF INDIVIDUAL CONTRACTOR AND SPECIFICATIONS. 5. LANE CLOSURE FLAGGING AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. NO LOAD ZONE DETAIL NO SCALE 2 GENERATOR ® ® a CONNECTION BOX 0 OWNER PROVIDED ITEM UTILITY SUPPLY RTS TRANSP SWITCH NEUTRAL BLOCK TRANSFER SWITCH, GEN. REQUIREMENTS NO SCALE 2 -W -I NEUTRAL BLOCK CUSTOMER LOAD 3 —] 4 DUPLEX ALTERNATING PANEL T-260 REDUNDANT RUN (HIGH LEVEL) EXTERNAL VISUAL & AUDIBL ALAR? EXTERNAL LATCHING MANUAL SILEN( MANUAL RUN PUMP RUN INDICATORS CONFORMAL COATED CIRCUIT BOARD PADLOCK ALARM DRY CONTACT NEMA 4X ENCLOSURE ASSEMBLY CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE TYPICAL BULB DETAIL o iRi&I& HOUR METERS P XP14 %m D C B li RP4 EDGEWATER ON LAKE TTLLERV EDGEWATER DEVELOPERS, INC. O w f CDRE I I I z z rmwnawi� I1 ti TRANSFER SWITCH, GEN. REQUIREMENTS NO SCALE 2 -W -I NEUTRAL BLOCK CUSTOMER LOAD 3 —] 4 DUPLEX ALTERNATING PANEL T-260 REDUNDANT RUN (HIGH LEVEL) EXTERNAL VISUAL & AUDIBL ALAR? EXTERNAL LATCHING MANUAL SILEN( MANUAL RUN PUMP RUN INDICATORS CONFORMAL COATED CIRCUIT BOARD PADLOCK ALARM DRY CONTACT NEMA 4X ENCLOSURE ASSEMBLY CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE TYPICAL BULB DETAIL o iRi&I& HOUR METERS P XP14 %m D C B li RP4 EDGEWATER ON LAKE TTLLERV EDGEWATER DEVELOPERS, INC. SEAL t r �t� 40366 o® rR o .`FNGINEE . di i R mNncrs EL J. � a ""a J. I I I I r— LEGEND O w f CDRE I I I z z m j — FACRIRY INSTALLED Q CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG. Q W SIX CONDUCTOR s z 0 0 U z Wr W y0 ZJzO ' ou, 0 0 aN m oa�a m O m O I i yD E P: m 0 W LL 0 O w Q o z m K O m m F Z N N N EU N wm m mm as w as a$ Z ry g $J v Sc 0 K N c Ra d z C Y O3 d O � N M< m � +k: WK r a Y Q ❑ m ofUU 3 W Wf F m v C'/ w7 Q a ❑ O _O IL tt N 0 K SEAL t r �t� 40366 o® rR o .`FNGINEE . di i R mNncrs EL J. � a ""a J. I I I I r— LEGEND O w f CDRE I I I z z m j — FACRIRY INSTALLED Q CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG. Q W SIX CONDUCTOR s z 0 0 U z Wr W y0 ZJzO ' ou, m 0 aN m oa�a m m O I i yD E m 0 W LL 0 O w Q o z m U w N 0 O m m F Z N N N EU N wm m mm as ma as a$ Z ry g $J v Sc K N c Ra d z C O3 d v - m q IY WK r a Y ❑ m ofUU 3 W m v C'/ w7 a ❑ w SEAL t r �t� 40366 o® rR o .`FNGINEE . di i R mNncrs EL J. � a ""a J. I I I I r— LEGEND SERVICE f CDRE I I I SUPPLY CABLE C CO N O — FACRIRY INSTALLED CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG. Q W SIX CONDUCTOR PUMP 1 PUMP 2 111111 111111 € 8 il. B 3 - DUPLEX DUPLEX CONTROLS/ ALARMS NO SCALE 5 GROUNDING BM ®l r N ` S C CO N O W n' Z W N Q W 5oz �' W 0 0 I=Z0 W Q W l7 D W l SHEET NUMBER 14 ie In IN 1911 1 PUMP SCHEDULE LOT WET WELL ELEVATION PUMP ELEVATION PUMP MODEL ZONE# CAPACITY (GALLONS) 74 301 295 EANE MODEL WH471 9 476 75 293 287 ERNE MODEL WH471 7 476 76 293 287 E -ONE MODEL WH471 8 476 77 291 285 ERNE MODEL WH471 8 476 78 293 287 ERNE MODEL WH471 9 476 79 293 287 1 ERNE MODEL WH471 4 476 80 299 293 EANE MODEL WH471 4 476 81 299 293 E-0NE MODEL WH471 2 476 82 295 289 EANE MODEL WH471 3 476 83 295 289 EANE MODEL WH471 3 476 84 295 289 EANE MODEL WH471 4 476 85 303 297 E-0NE MODEL WH471 4 476 86 303 297 EANE MODEL WH471 4 476 87 284 278 E-0NE MODEL WH471 4 476 88 285 279 E -ONE MODEL WH471 5 476 89 287 281 E -ONE MODEL WH471 5 476 Me Alill Cr'e p e .,. M �e q.aro,po ue o #5 WASHED STAKES MESH STAKES 2 gPNyIP@p MMI Iblp �SN�P 1-1 12 0 N G TO 1/2' GRID OPENING) TT �rCONCRETE HLDCK 1 I H2� I I DROP INLET WITH GRATE BLOCK & GRAVEL INLET PROTECTION NO SCALE USED FOR AREA INLETS IN PAVED SURFACES GRADE AWAY DISI NPI (1306 mm) PUMP UNIT SECTION CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG, SIX CONDUCTOR 1� O SIMPLEX INSTALL EROSION CONTROL MEASURES INCLUDING RIP RAP ENERGY SENTRY TO PUMP a EXCAVATE THE DIVERSION CHANNEL MIHOUT DISTURBING THE a EXTERNAL VISUAL &AUDIBLE ALARM d EXTERNALLATCHING MANUAL SILENCE a F MANUAL �1 w� PUMP RUN INDICATOR CONFORMAL COATED CIRCUIT BOARD O BANK d FILLMATERIAL _ AND SECURED Q PUMP ALARM NEMA 4X ENCLOSURE ASSEMBLY POWER w CORROSION PROOF THERMOPLASTIC POLYESIFR APPROVED W UL FOR O -- FABRIC LINED j DUECTRICAL CONTROL ENCLOSURE UPSTRERON. CONNECT THE UPSTREAM INTO THE UPSTREAM d L CUR THE PMY-CHANNEL G CHANNEL AND SECURE 1HE POLY-FABMC LINER AT THE a CONNECTION CONNECTION. )R E -ONE SIMPLEX PUMP UNIT NTS - -- --I---- - - - -- --- 3 AUDIBIE AIA M Sulu SIMON ADAM W P OPTIONAL ALARM CONTACTS TOWN OF NORWOQO POWER LOSS IN EMERGENCY POWERED HIGH LEVEL ORY CALL councr HARM LOMAC! 704-074.3416 DRY CONTACT (REAWR ) NVAEPLATE P -A CBERRANENTLYmF FRONT F RPT vERDWENnrAFFI%Eo To FRONT OF CONTaCI PPNEL 48" 0 WET WELL CONCRETE BALLAST SHALL BE PLACED IN AN ANNULAR FASHION AROUND THE BASE OF THE WET WELL SIMPLEX CONTROLS NTS O SIMPLEX INSTALL EROSION CONTROL MEASURES INCLUDING RIP RAP ENERGY SENTRY TO PUMP REDUNDANT RUN (HIGH LEVEL EXCAVATE THE DIVERSION CHANNEL MIHOUT DISTURBING THE a EXTERNAL VISUAL &AUDIBLE ALARM EXISTING CHANNEL EXTERNALLATCHING MANUAL SILENCE a F MANUAL �1 w� PUMP RUN INDICATOR CONFORMAL COATED CIRCUIT BOARD 3 BANK d FILLMATERIAL _ AND SECURED PADLOCK PUMP ALARM NEMA 4X ENCLOSURE ASSEMBLY POWER w CORROSION PROOF THERMOPLASTIC POLYESIFR APPROVED W UL FOR LINER AT THE -- FABRIC LINED j DUECTRICAL CONTROL ENCLOSURE UPSTRERON. CONNECT THE UPSTREAM INTO THE UPSTREAM MANUAL a� CUR THE PMY-CHANNEL G CHANNEL AND SECURE 1HE POLY-FABMC LINER AT THE RUN 48" 0 WET WELL CONCRETE BALLAST SHALL BE PLACED IN AN ANNULAR FASHION AROUND THE BASE OF THE WET WELL SIMPLEX CONTROLS NTS TOTAL VOLUME OF CONCRETE, 2.1 CY MIN. BALLAST REQUIREMENTS 3 ALARMS 4 4 2.5" Faircloth Skimmer Cut Sheet J. W. Faircloth & Son, Inc. www. FairclothSkimmer.com 1142" Vent Inlet y- ,m With Green tio� (PppMmOum sV Net connech. inlet connecNan' 2 X'Irvc that 1 r SM40 SOLID Iwc `A\ relorD SUBy -� SUPPLIED BY USERS .�.? - / Man[cs8]QlSr / Skimmer shown in floating position 1 S -no., sa dam, 2112 -inlet 2.3' HEAD. T threaded to fining extension 4 ca erMhMetaM on ou"t end Douce 1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to outlet using the threaded Y fitting. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom with a 2" threaded Coupling or reducers; on a concrete structure with a hole or Orifice at the bottom, use a steel plata with a hole Cut in ft and Coupling welded to it that will fit over the hole In the concrete and bolted to the structure with sealant: grout a 4" pvc pipe in a hole in the Concrete to Connect the skimmer. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6'so the Inlet Can be pulled to the side for maintenance. If more than 8' long weight may have to be added to inlet to Counter the increased buoyancy. 4. Inlet tapers down from 2'h" maximum inlet to a I%" barrel and hose. Barrel is smaller to retluce buoyancy and tendency t0 lift inlet but is sufficient for flaw through inlet because of slope. The inlet orifice can be reduced using the plug and cutter provided To control the ou#low rate. 5. Inlet is 5" pipe between the straps with aluminum screen door for access to the 2'/." inlet and orifice inside. 6. Capacity 5,500 cubic feet per day maximum with 21A" inlet and 2" head. Inlet can be reduced by installing a smaller orifice using the plug and Cutter provided to adjust fiow rate for the particular basin volume and drawdown time required. 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Includes Bexible hose, rope, office cutter, Bic. 25inchCut January 26, 2007 FAIRCLOTH SKIMMER DETAIL NO SCALE INSTALLATION REQUIREMENTS O d INSTALL EROSION CONTROL MEASURES INCLUDING RIP RAP ENERGY DISSIPATER. d 2 EXCAVATE THE DIVERSION CHANNEL MIHOUT DISTURBING THE a 0 EXISTING CHANNEL 3. a F � Q FABRIC OVERLAPPING � --i p BANK d FILLMATERIAL _ AND SECURED 0. a O�: d DOWNSTREAM THE UISTING CHANNEL AND SECURE 1HE POLY -FABRIC w 0 LINER AT THE -- FABRIC LINED j 1 4 TOTAL VOLUME OF CONCRETE, 2.1 CY MIN. BALLAST REQUIREMENTS 3 ALARMS 4 4 2.5" Faircloth Skimmer Cut Sheet J. W. Faircloth & Son, Inc. www. FairclothSkimmer.com 1142" Vent Inlet y- ,m With Green tio� (PppMmOum sV Net connech. inlet connecNan' 2 X'Irvc that 1 r SM40 SOLID Iwc `A\ relorD SUBy -� SUPPLIED BY USERS .�.? - / Man[cs8]QlSr / Skimmer shown in floating position 1 S -no., sa dam, 2112 -inlet 2.3' HEAD. T threaded to fining extension 4 ca erMhMetaM on ou"t end Douce 1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to outlet using the threaded Y fitting. Typical methods used: on a metal structure a steel stubout welded on the side at the bottom with a 2" threaded Coupling or reducers; on a concrete structure with a hole or Orifice at the bottom, use a steel plata with a hole Cut in ft and Coupling welded to it that will fit over the hole In the concrete and bolted to the structure with sealant: grout a 4" pvc pipe in a hole in the Concrete to Connect the skimmer. 2. Dimensions are approximate, not intended as plans for construction. 3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6'so the Inlet Can be pulled to the side for maintenance. If more than 8' long weight may have to be added to inlet to Counter the increased buoyancy. 4. Inlet tapers down from 2'h" maximum inlet to a I%" barrel and hose. Barrel is smaller to retluce buoyancy and tendency t0 lift inlet but is sufficient for flaw through inlet because of slope. The inlet orifice can be reduced using the plug and cutter provided To control the ou#low rate. 5. Inlet is 5" pipe between the straps with aluminum screen door for access to the 2'/." inlet and orifice inside. 6. Capacity 5,500 cubic feet per day maximum with 21A" inlet and 2" head. Inlet can be reduced by installing a smaller orifice using the plug and Cutter provided to adjust fiow rate for the particular basin volume and drawdown time required. 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and attaches to outlet pipe or structure. Includes Bexible hose, rope, office cutter, Bic. 25inchCut January 26, 2007 FAIRCLOTH SKIMMER DETAIL NO SCALE INSTALLATION REQUIREMENTS O 1. INSTALL EROSION CONTROL MEASURES INCLUDING RIP RAP ENERGY DISSIPATER. - z 2 EXCAVATE THE DIVERSION CHANNEL MIHOUT DISTURBING THE IY N W 0 EXISTING CHANNEL 3. PLACE POLY -FABRIC UNER IN DIVERSION CHANNEL N1TH A MINIMUM F � OF 4 FEET OF MATERIAL OVERLAPPING THE CHANNEL BANKS. FABRIC OVERLAPPING � --i SECURE THE OVERLAPPED MATERIAL USING AT LEAST 1 FOOT OF BANK w� FILLMATERIAL _ AND SECURED 0. CON CONNECT THE DOWNSTREAM DIVERSION CHANNEL THE O�: DOWNSTREAM THE UISTING CHANNEL AND SECURE 1HE POLY -FABRIC w 0 LINER AT THE -- FABRIC LINED j S UPSTRERON. CONNECT THE UPSTREAM INTO THE UPSTREAM DIVERSION CHANNEL a� CUR THE PMY-CHANNEL G CHANNEL AND SECURE 1HE POLY-FABMC LINER AT THE ---�� CONNECTION CONNECTION. WE S. CONSTRUCT DIKE N THE EXISTING CHANNEL AT THE 'FLOW_ YC ID To DIVERT UPSTREAM SIM 1b DIVERT 1HE FLOW INTO THE DIVERSION Sol �A O C HKE 7. CONSTRUCT CONSTRUCT AN IMPERVIOUS DIKE IN THE EXISTING CHANNEL AT ME to DOWNSTREAM SIDE TO ISOLATE THE WORK AREA. B. UPON COMPLE11ON OF THE CULVERT CONSTRUCTION. REMOVE THE IMPERVIOUS DIKES AND OVERT THE CHANNEL BACK INTO THE CULVERT. i 9. REMOVE THE POLY-FAMIC UNER AND FILL IN THE DIVERSION 0 O m m CHANNEL ~ Dj 10. ESTABLISH VEGETATION ON PILL SECTION AND ALL OTHER BARE m o AREAS. N Z MAINTENANCE REQUIREMENTS ora 1. CHECK THE POLY -FABRIC UNER FOR STABILITY DURING NORMAL PROJECT TOP OF BANK FLOW. j IMPERVIOUS DIKE 2 CHECK THE UNER FOR STABIUW AFTER EACH RAINFALL EVENT. 1 NOTES: INBTHE $ 1. REMOVE BRANCHES AND TARGE ROOKS FROM AREA WHERE THE v t $ SAND BAGS WILL BE PLACED. 'm 2. 2. LAY% LAY OUT THE IMPERVIOUS POLY -FABRIC UNER •MIH THE CENTER IMPS U OF THE LINER LOCATED OVER THE GENDER OF THE SANK BAG DIKE �---_�_ 3. THE DIKES SHALL THE SANDBAGS TO THE DESIRED HOGIT.HEIGHT. e` E HAW THE HDGHT. ROW HAVE A WIDTH SUITABLE TOMINTS v_ ASUPPORT SHALL OFFSET SO THE MON15 AAE STAGGERED. PAD( PAM —WORKAREA G SANDBAGS TIGHTLY TOGETHER. 4. WRAP NWS POLY -FABRIC SANDBAG DIKE AND W E WI SECURE N1TH FINAL LAYER OF S4NDBAGS SANDBAGS SANDBAG MAINTIDIANCE NOTES 1. PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS 2 REMOVE IMPOUNDED TRASH AND SEDIMENT. FABRIC LINED DIVERSION CHANNEL NO SCALE 5 N M 01 991 EDGEWATE EDGEWATER `DEVELOPERS, INC. N O WN W z - z m Dz IY N W 0 J N c J A n F � z W � --i O Q w� WZa O�: on w 0 a� m I OF YC Sol O C m u n W to 0 IL w a m Di OF 00 m 0 O m m m ~ Dj W W In m o m m N Z ❑ m ora to UPa< m -x 6 U $ 2 N v t $ ry 'm C C it U 3 Fla d 0 e` E O C W0 < 0 o W W ❑ z Y d $ ILI ' A W S v HE D a C�, W N WN IY N W J N c J A U) J WZ� Z Q 50z W � --i Q Q WZa Q 3 W W 0 W SHEET NUMBER 15 VARIABLE AS DIRECTED BY THE ENGINEER (6,WCJSTEEL POST WOVEN FILTER BRIG �F-,ter FILTER FABRIC IT Llx L '�'[�_� Ili:.. J ....i.I iii-�� ail ✓MINIM MHOR Y D STANDARD SILT FENCE IC GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. 4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE IS USED ADJACENT TO A CHANNEL, CREEK OR POND. 5. TURN SILT FENCE UP SLOPE AT ENDS. 6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE. GENERAL NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. SILT FENCE DETAIL NO SCALE WINTER/SPRING SEEDING MIXTURE RATE (Ib/acre) Rye (groin) 120 Annual leaped". (Kobe in Piedmont and Coastal Plain, Korean 0 Mountains 50 Omit annual lespedeza when duration of temporary Craver is not to extend beyond June. SEEDING DATES Mountains - Above 2500 leek Feb. 15 - May 15 Below 2500 feet: Feb. i - May i Piedmont - Jan. 1 - May 15 Coastal Plan - Dec. 1 - Apr 15 SOIL AMENDMENTS Follow recommendations of sod tests on apply 2.000 lb/ acre ground agricultural limestone and 750 lbl acre 10-10-10 ferth&w.. MULCH Apply 4,000 /b/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disc With blades set nearly straight con be used as a mulch anchoring tool. B MAINTENANCE RefertBlze if growth is not Nliy adequate. Reseed, refertgize and I mulch immediately following erosion or other damage. SUMMER SEEDING MIXTURE RATE (Ib/acre) German Mitlet 40 In the Piedmont and Mountainsa smolt - stemmed Sudongrass may be substituted at a rate of 50 Ibl acre. SEEDING DATES Mountains - May 15 - Aug. 15 Piedmont - May i - Aug. 15 Coastal Plan - Apr. 15 - Aug. 15 SOIL AMENDMENTS Follow recommendations of soil tests or apply 2,000 /b/ acre ground agricultural limestone and 750 /b/ acre 10-10-10 fertilizer. MULCH Apply 4,000 ib/acre strove Anchor straw by tacking with asphalt, netting, or a mulch onch"AIg tool. A also with blades set nearly straight can be used as a mulch anchoring tool MAINTENANCE Refer Mize if growth is not Nlly adequate. Reseed, refart0ize and mulch immediately following erosion or other damage. FALL SEEDING MIXTURE RATE (Ib/acre) Rye (Groin) 120 SEEDING DATES Mountains - Aug. 15 - Dec. 15 Coastal Pian & Piedmont - Aug. 15 - Dec. 30 SOIL AMENDMENTS Follow soil tests or apply 2,000 lb/ acre ground agricultural A limestone and 1,000 lb/ acre 10-10-10 fertgizer. MULCH Apply 4,000 /b/acre strove. Anchor straw by tacking with asphalt, netting, or a mulch anchoring too. A disc with blades set nearly straight can be used as a mulch anchoring too. MAINTENANCE Repair and refertilae damaged areas immediately Tapdress with 50 Ib/acro of nitrogen in March. if it is necessary to extend temporary, cow beyond June IS ovareeed with 50 /bloom Kobe (Piedmant and Coastal Plain) or Korean (Mountons) lsWedeza h February Or early March. TEMPORARY SEEDING SPECIFICATION NO SCALE 1 2 19-GUAGE HARDWARE CLOTH SILT CONSTRUCTION SPECFICATONS 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE BASIN 2 DRIVE 5' STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY ALONG ME LENGTH OF TEE BASIN, A MAX. OF 4• APART. 3. ATTACH WRE MESH HARDWARE CLOTH TO POSTS, SECURING AT TIE TOP, MIDDLE, AND EIO T . PHACONG A Y FLAP OF TIE WRE MESH UNDER TIE GRAVEL FOR MCHCRING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL INC DOT /5 OR R7 STONE) ON A 2:1 SLOPE WIN A HECHT OF 16" ALONG ME UPSTREAM SIDE W ME WRE AND SMOOTH TO AN EVEN GRADE S ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEGMENT AND ESTABLISH FINAL GRADING DEVATONS. S. COMPACT INE AREA PROPERLY AND STABILIZE IT WIN GROUNDCOVER. MAINTENANCE NOTES L INSPECT BASIN AT LEAST MEEKLY AND AFTER EACH SIGNIFICANT (5 INCH OR GREATER) RAINFALL EVENT. CLEAR TIE MESH WRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WRE MEW DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. STONE OUTLET DETAIL NO SCALE 07 la' W`157 WASKED STIONE TOP OF WEIR 12 #57 WASHED STIONE N ....MilCU. IT I(�Iae� FFIIiI4W•♦ Eel a -'�iFi •• . F IL TIMI::=O.. 1. WE FOR DRAINAGE AREAS_ =IS u --Hi 11-M=11 11 II 11=.II=11 II II II IT=11 - NOT EXCEEDING 5 LEW ACRES. ---=====1=11=11=.12. EARTH MERNI SKILL BE STABILIZED W/ SEEDINGACCORDING TO SEEDING SPECSF1CM<XaS.CROSS SECTION OVERFILL 5' FW,SETEUEMEWWOR UENGM ifll� DESIGN OF SPILLWAYS ORMeaE AREA NUR UROM s Wass) OFI 1 4.0 2 6.0 3 &0 410.0 5 12O IMMQ6GI5 SHOWN ORE MINWUM SEDIMENT TRAP DATA BLOCK „PENCE ' x-2:1 SIDE SLOPE MAX EMERGENCY /1 BY-PASS 6' BELOW 1:1 SIDE SUCRE MAX 0 AM TOP TRAP DESIGNATION EMERGENCY SPILLWAY WOW I EMERGENCY SPILLWAY ELEV. RLL POIND DIMENSIONS STCRAKE I PROVIDED SKIMMER DIREST SKIMMER SIZE ELEVATION SKIMMER ORIFACE DIA ST -1 1 6' 1 301.0' 14000 at x Z5`1 8,00(1 of 1 300.5' 2.0" 1.7" ST -2 1 1 299' 15500 at x 2.5'1 11,000 of 1 298.5' 1 25" 1.9' MAINTENANCE INSPECT TEMPORARY SEGMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP TO 115 ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -WYE THE DESIGN DEPTH OF WE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PMT OF THE OWNEL FACING. CHECK THE SIRUCNRE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE I IS A MINIMUM OF 1.5 R. BELOW THE LOW POINT OF THE EMEMAMENT. IMMEDIATELY FILL MY SETTLEMENT OF THE EMBANKMENT TO RIGHTY ABOVE DESIGN GRADE ANY RIP RAP DISPIACED FROM ME SPILLWAY MUST BE REPKACED IMMEDIATELY. STABILIZE THE EMBMKMEM AND ALL DISTURBED AREAS ABOVE WE SEDIMENT POOL AND DOWNSrt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x CL POST BOLT 1 1/4 SPUCE BOLT 4 REQUIRED TERMINAL SECTION PLAN BEAM TYPE GUARD RAIL 4 1/4 p". MAX. 12'-6" CE TO ENTER OF POSTS TYPICAL ELEVATION GENERAL NOTES 1. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN. 2. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE US STANDARD. THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TEMSILE STRENGTH OF 80000 LBS. GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER. HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OR DRILLED, BURNING SHALL NOT BE PERMITTED. 3. THE GUARD, BOLTS, NUTS, STEEL POSTS AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS FOR THE COATING CLASS (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND STEEL SHEETS, COILS AND CUT LENGTHS IN ACCORDANCE WITH ASTM 123A A L FFLOOLW ° ""-.'D STONE $ 5 WASHED STONEPLAN B •-I FLOW W (SPILLWA 5 /16" 1 5/1� SPLICE BOLT 5/8" NC -2 2" FOR POST BOLT -12 1/2" DETAIL OF BOLT i_ 1/4" 1s/ie" nIA. X L2" 116" DEEP RECESS /8" M JJ 1 j POST DETAIL OF NUT j CL13/16" MIN. DIA. HOLE r� W 6X8.5 'I �4• --moi H�6" 113/16" MIN. DIA. HOLE � 12" DIA HOLE LL AXIS I TO BE FILLED GROUND WITH CONC. Ift 2 1/2" POST LOT m BOLT 0 of X 1 1/8" BOLT SLOT r DETAIL OF POST T PERMANENT BARRICADE AND GUARD RAIL DETAILS NTS SECTION B -B w vUUMM L 1' MIN. BELOW LOWEST BANK LEVEL (MIN) RIPRAP SECTION A -A FILTER FABRIC L = DISTANCE SO THAT ELEVATION OF OOWNSRAM DAM SPILLWAY 8 EQUAL TO ELEVATION OF UPSTREAM TOE OF DAM. L _ NOTES 1. PLACE STONE ON FILTER FABRIC TO UNES AND GRADES SHOWN ON PIANS. 2 KEEP CENTER SECTION V MIN. BOA NATURAL GROUND LEVEL AT CHANNEL BANKS 3 DOEND S(ONE AT LEAST 1S BEYOND DITCH BANKS. 4. USE 2 TO 15' STONE, CLASS A OR B EROSION CONTROL STONE. 5. KD' THE STONE INTO THE DITCH BANKS A MINIMUM OF 18' TO AVOID WASHOUTS FROM GWAFLOWS. MAINTENANCE NOTES: 1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN D DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS- SECTION. STONE CHECK DAM NO SCALE 3 4 35% AREA f O\ \ 0/TON SEDIMENT TRAP BAFFLES NTS - - - 5 q n D C FAI I* EDGEWATER EDGEWATER DEVELOPERS, INC. O GENERAL NOTES: IHHEE25% AREA W IL 1. DRIVE 5' STEEL POST AT LEAST 24" MUSTZZONEMI= E INTO SOLID GROUND. IF SMACEEA o WOE j N 2. USE STAPLES V APART HORIZONTLLY W N Q AND VERTICALLY TO ATTACH THE \ Z COIR MESH FABRIC TO THE VARE FENCE. X 3. SPACE THE BAFFLES ACCORDING TO U� THE APPROVED PLAN. \4. 1 THE FLOOR OF THE BASIN IN THE W - n OUTLET ZONE AND BERMS SHOULD \X I Z BE SEEDED IMMEDIATELLY AFTER ¢OI o O THE BASIN IS CONSTRUCTED. \ X 50 O N 3. INSPECT BAFFLES MEEKLY AND AFTER / 6 N EACH SIGNIFICANT RAINFALL. REPAIR X a IMMEDIATELY. f O\ \ 0/TON SEDIMENT TRAP BAFFLES NTS - - - 5 q n D C FAI I* EDGEWATER EDGEWATER DEVELOPERS, INC. N O W W IL ---- Z FM E lu N o WOE j N ~ Z O J W N Q U o Z 0wo 1% Z U� 3 W13 W - n W Z ¢OI o O 50 O N N U 6 N Is a �m I m oli'3 eYi E m 6', W m ❑ LL m ❑ P a ❑ Z m F N p O Z m 0 o^ om vim a� Z rc W 0 y AI D. C € W0 In o W W3 o GO n Z4 K 1 g a n E x a w m U C'/ n O ELI O W d N O W W IL Z Z E lu N o WOE j N ~ Z O J W N Q U o Z 0wo 1% Z U� 3 W13 W - n W ¢OI o O 50 O N N U 6 N Is �m I m oli'3 eYi E m 6', W m ❑ LL m ❑ P a ❑ Z m F N p O Z m Z o^ om vim a� Z W 0 y AI D. C € W0 In o W W3 o GO n Z4 K 1 g UJI n E x a w m U C'/ n O ELI N W Q IL IL lu N WOE j N ~ Z O J W N Q loZ o 0wo 1% Z f 3 W13 D W SHEET NUMBER 16