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Home My WebLink About20061864 Ver 1_Site Plan_200612042 3 1 4 5 6 7 8 GENERAL EROSION CONTROL NOTES: fi 1. PROVIDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY ENGINEER. 2. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE: 120 . 120 m~,r~ aA,,~ ,m,..; 120 ~ ~.-A A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR 100. 100 100 TO LAND DISTURE,~NCE. I ~ \ .M 90 a~:~ ,w-a :.~u. m~. 90 B. ALL SEDIMENT AND EROSIQN CONTROL DEVICES SHALL BE INSPECTED EVERY ~ $0 ~ 80 80 w SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF 70 70 70 (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR .REPLACED, AS NECESSARY: w60 44 ~ 20 ~ 0~ 20 ~v40 60 ~ 60 ~ ~ 40 ~,20 ~ -0~- 20~~ ~p40 M 60 -p 6 40 20 0 20 40 60 C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT ST + STA O+ 10 A 0 50 TA 1 +00 GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN fi ~ 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING COMPLETION OF INSTALLATION. 120 120 ~ 120 100 100 100 D. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL 90 PHASES. OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL. DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL 80 DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. 70 70 . E. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING. OF 60 40 ,w._.~Z~._ :0~ ,.,20 40 m60~ ~_60 40~ m_20., _ OY ,.20 _.;,4Q,_ ~..60- ,~.60,~ 40.._ , 20-. 0 _.20 40µM _60~ MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. -THE CONTRACTOR STA 1 + 0 STA +DO TA +50 SHALL DAILY REMOVE MUD/SOIL .FROM PAVEMENTS, AS MAY BE REQUIRED. F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY. ..120 _ 120 120._ 100. 100. v 100 G. STABILIZE ALL SPC'IL° AREAS. H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES. 90 - 90 90 C 80 80 r., 80. I. PROVIDE PERMANENT GROUND COVER AS SPECIFIED. 70 . - 70 70 I .,60~a,_._40,~ -.20 .-m0a.., ...,20nw,. .40_..,60 60 40 20 0 20 40 .60 60 40 20 0 J. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND 20 40 60 MEASURES UPON COMPLETION OF PROJECT. T + TA + S 3 00 STA 4+00 _ ~.~,..~r , _ 120. 120 100 100 100 . S _ - ...e.: .w ~.w. ~ 90 O 80 80 . a , 80 I 70 - 70 70 1 I - . ; ~S 60 40 ~r~M20 ~~0 20 40 - M60 60 40 X20 0 20 40 60 60 40WM 20 Ory~ W 20 4~ 0 60 ~ R TA S 5+00 TA + T .......~.....I i i .:I::•:I.~.. I i ; I ; .L.; , . 120 LEGEND 100 I ~ 2"x 4" GALVANIZED " 1 EXISTING GRADE . ....;;;'..,.;...~.:I~,..L..~.•...•..:~:~:... ~ ~ WOVEN WIRE B 80 - , ~ •.~•~.~..;.~I~.•,•~..~.~.:.,.:...;.•.~.~ ~ 14 GAGE x 14 GAGE RI 0 G NAL GRADE 70 . . 60.:~. 40 2a o 20 40~ 60 FILTER FABRIC ~ • STA 6+00 SEE NOTE 1 , ~ ~ NOTES NOTES: ~ ' ' ~I~ . 1. ELEVATIONS ARE ASSUMED AND NOT BASED _p 1. FABRIC TO BE ANCHORED IN THE ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ 2~~ ON MEAN SEA LEVEL MSL . ELEVATION ( ) TRENCH WITH 3/4" CLEAN STONE ' ~ ' ~ ' ~ NEAR INTAKE CANAL BANK IS APPROXIMATELY fELY AT LEAST 8" DEEP. ~ SEVENTEEN (17) FEET ABOVE MSL. 2. MAINTENANCE DREDGE ELEVATION TO BE 2. POSTS TO BE MIN. OF 2'-0" ~ ~ 8 77.33' BASED UPON CITY OF WILMINGTON IN GROUND. . . SURVEY INFORMATION. 3. BRACE POSTS WHERE NECESSARY., ~ ~ ~ I I NOT TO SCALE 4. ATTACH FABRIC TO WIRE WITH • ~ I . III STAPLES OR METAL RINGS. ( I I (ICI; L,;~ 5. POST SHALL BE METAL "T" POST I I ( III III (I I WEIGHING 1.33 LB. PER LINEAR FOOT. III III III I I I~ i' ! 6>> A ~i~.) w _ w 1? . • SILT FENCE DTAIh a NOT TO SCALE ro M m O ei ~ - - D - T 0. PROJECT MANAGER DON SAfRIT, PE a 111! DESIGNED RANDY PLUMMER, PE tlt? E?1E , ~ ~ ~x I~~~..: ~ ~ KINGS BLUFF N ~ CAA <<, t v~ ~ ~ ~ _ DESIGNED Q~,,....... ,a~ ~ v:.w ~ INTAKE CHANNEL RAw WATER CROSS SECTIONS CHECKED • Q ~ . y m ~ - s~{ PUMP STATION E - ~ + ,;k~, p ~ ~~;t c . 3 UJ ' ~ b 4 - tr ~ • y4 ~ iA ~ oft eC rolinas '9 h~.~1F~~+; ~ p 2" FILENAME DOC-02.dwg SHEET ~;~-v5~- ~ 10 2006 REGULATORY SUBMITTAL ~~ft~ltlN~\ 3 / DRAWN ~ ISSUE PATE DESCRIPTION PROJECT NUMBER 012000-44908-018 2v~(~ ,~{j ! A! "rTON NORTH CAROLINA SCALE NOT TO ,SCALE QOC-~2 128ST on Street Su(te1400 C arlotte NC 28202 YYIi.MINGT~i! ry Ih . 5 2 3 4 1 6 ~ 8 VICINITY MAP N WER CAPE FEAR N LO ~,a LCFW&SA h WATER AND SEWER AUTHORITY WATERLINE ( EASEMENT ,I, SITE N c ti~ ~~~P LOCKS 1 RD. c9j, N OlDI.gKE D ! EAST ARCADIA / ACCESS ROAD OUTSIDE OF EASEMENT S, ! S / I W W R! GELWOOD 2, ~ _ 0 - - - - - - LCFW&SA SEE CROSS SECTION DETAIL US HIGHWAY 74 76 oElco ELEC EQUIP ! SHEET C-02 (TYP.) EASEMENT ~ i / ~ A ~ ! WIDTH OF SPOIL REMOV L 30 , ZEMOVAL 30'. ~ ~ , I ~ ~ 15 EACH SIDE OF CANAL CEN ` CANAL CENTER LINE. E LCFW&SA O P x LOPE EASEMENT LIMITS OF DISTURBANCE e P s -----pHE----~ - - - - - - - _ ----~-,~-=-~-cOHE - - - ji~01L AREA # 1 . - - - - ~o 0+10 z ( ,0 I - - ~ _ BRICK ~ / N CITY OF WILMINGTON . s~~ _ _ ~T'~ N ~ TREE LINE . 't ''R.? ~f . ~ 4, ~ °A, ~ l ' . `C,'. ~ , _ 5~, r: ti~ A r ~~'a - ~ Sa~i°, fib" ~ - .~'v' ~~~~•p~'°r~ „"'••Y9'a.4;a~t;., °ei,' x'r.r`6;~"" t~a.a.'§.i.+''~"i.,` _ _ _T...„%....•~..~~•1~<., E`.t~w°"~`i,:..,4",r •^'k~k•~y ¢''n' ..•°3• `^~'~~•r - - BUILDING I ~ . ~r,~,,~ y;~..~ . _ ~ .rt ~ ''apt { \M 'y ~w ee ^ v~' 'b h. ~4 f?~ .'t w5 ^ Y 5 ~.+?~r'1 ~ `AJ lr. 5r': / ~ ,."~I!"W.,..u P .Sri APPROX LOC OF 30 WATERLINE o D Z~ S; j_ ~ ~ ~ ~9, ~~a•'" tr ~ , ~ t o t ° o~ x h 4,,w ~,.r~ ~,r ' I S~' ~ `y r; ~°t~ , j n =`M . ~ rat ..,E r ~ ,~,t ~ i5... r c. ~ ~ ~!"`.--~--r _ 'C'w i 'Fy,~~yr_ ~rt~ ~ t/ ' ,~~v W W W v ~a~N t ..N^ _ . 's'sa _ .,w DIESEL AST ~ - M ~ .aw ~ ~ ~ 4~~,. ~ FUEL PUMP c ~ ~ ~ ! w ? m X ~ _.....M q „fir,. -g,. ~ .w,-. b a t ` ~ f P•k' ~ t. - ~ u`r`n, 4 1 4 . .w S 4r ~4 M1. 'k ~ • ,E , ~d ~ tiLNIE\1S~ CA~AL ~ ~ ~ ` ~ ~''a ~ a zit ~ ;;;f, r ~ CONTROL o ~ ~ rv~ ~ - ~ - . _ ~ Q ~ 0 77.83 ~t ~ ~ M . . 1... - i,.. 0 A ~ F PANELS. z ..w 4 ~ o a - INVERT w~~;-. _.a......~ ~ BLOCK ~ o o T r \ ~,F^~ •^'a Y... 4 w ` i ..w f r ~ 1 W FUEL PUMP z_ OF ~ _ ...WELL HOUSE o ~ - ~ Q Q ~ INTAKE `I i. ~ ~ ~ K--r.,~'' _ v _""4 __m' ~ 4 1 STORY 4 ~ ( w~ p~ i~i`~ ~ °i. °.t" i,~° "v ~~i ~..~'~~`4 ~ . , r ~ - xcy a ~ " _-t ~ ;~.a ~ ~ z j f !t Q \ pis , Rh~\ 3F°~~i ~i~l .~~L. BLOCK ~'„~.r ~ ~ ! .t"yi ~,r-i `~t ..`A.;~ ` - ~ ~ ~a ~ ~ . '4 `~..'r t r' w I t` ~F'~~ F~ t I ~ } 1(! ,ll E ~ s._~` t~~ .i "i r. ~.0 4- fi'4 ~ v ,r' jai..- ~ ~s, ~ 5'3 ~4 ~ ~ t 4r ! / ~ f! Q HOUSE, I _ ~ 1 STORY o+o° TREE LINE ~ti _ J~~t~~~,rs~p~~e`r',~` 0+5o i +o0 2+0 ~ o aLacK ° '00 3+00 r ~ _ ~ •~'rsr~i~Ii~`I,.r,. 4+00 5+00 6+00 6+82.36 CONC 2 BRICK. ~ HOUSE p BUILDING OP 1 STORY Q` WATER ELEVA WATER ELEVATION: 83.9 _ ~ - - BLOCK ~ ~7~30~ GARAGE ~ ! (7/30/02) ~ ~ ~ o~ i ~F ~ ! DIG CAREFULLY IN THIS AREA. DO NOT DO NOT ~ ~ / ~~o P~- 1 DAMkGE C RE ~ _ ~ OHE HE OH ~ 1 _ NE 1` SILT FENCE SEE TYPICAI~SECTION >---uc-"_ ~ ~ o .:-----x SHEET C-O1 ANG~ D AIL SHEET C-02 GQe EAD HO,S s - _ , - OVERH KS ~ FOR TAN ~ a-___-~---~- I i N JOHN ROLAND -RUBS II N y II N ~ i / ~ ~P. e G~ ~ ~ , i f 1" 50' ~ _ GENERAL NOTES . 1~PLACE SPOIL A MINIMUM OF TWO (2} crE~ („S p01~ Area _w.. _ ~ _.m , . ' FROM SILT FENCE. MAINTAIN THIS TWO (2) ~ -..m.~ FOOT SETBACK TO THE BEST EXTENT IaRACTICAL. ' r Area # Area (ft2) Depth (ft) ®SIIT FENCE MUST BE A MINIMUM OF iW0 (2} 1 9,0®0 3.1 FEET FROM TOP OF INTAKE CANAL BAiVK. 2 9,350 3.1 3U ROUGH GRADE SPOIL PILE TO UNIFORMd D 1 i DEPTH AND SHAPE. ~ o SPOIL SPOIL P , 2.00 TYP 3.1' TYP. c 4 REPLACE ANY DAMAGED SILT FENCE AT THE E~, GEND ® ENO OF THE DAY. _ _ _ _ _ _ _ LIMITS OF DISTURBANCE A TOP OF BANK \ \ \ TOTAL AREA OF DISTURBANCE IS - PROPERTY LINE APPROXIMATELY 37,300 SQUARE FEET. ,F..---,~ SILT' FENCE SILT FENCE _ SILT FENCE 83.9 VARIES 6~ELEVATIONS ARE ASSUMED AND NOT BASED ON m ~ EXCAVATION ~ ~ MEAN SEA LEVEL (MSL). APPROXIMATE ELEVATION 4~,. NEAR INTAKE CANAL 6ANK IS 17 FEET MSL. EXCAVATION AREA s 77.3 ~e ~7 ELEVATIONS PROVIDED BY THE CITY OF ~ _ 0 WILMINGTON. BENCHMARK UTILIZED 6~' CITY TO BE ~~;b~r~,'~ PROVIDED TO CONSTRUCTION CONTRAC?OR. ~s~~ ~ti~= r NOT TO SCALE SPOIL AREA „t~ 0 0 N _ ®DO NOT DISTURB INTAKE CANAL. SLOE SLOPES. r PROJECT MANAGER DON SAFRIT, PE `~fA~rr a ,01t ll~l~ o` CAR4 °i DESIGNED RANDY PLUMMER, PE ~ ~ F•',~ E~~~~fi KINGS BLUFF SITE PLAN AND DESIGNED ,,~4 .v„, ~ RAW WATER TYPICAL SECTION . ~ ~ CHECKED 4 PUMP STATION N ~ ~ a V~~~'}Sri ~ ~ 1 1 ° z SHEET ee n Inc. . a,1 ~ ~/~1 ' K ' 6 c HDREngin ri g, ~~i! Iltt ~ ~1 of the Carolinas ~~~~t~ I ~ ~ 1 " 2" FILENAME OOC-01.dwg ~ ~ 10 2006 REGULATORY SUBMITTAL DRAWN J. POWERS I l 2.~ ZoD~p ~ ~ g T NUMBER 012000-44908-018 'WILMINGTON NORTH CAROLINA sCALE AS NOTED OO~r~U1 )N ISSUE DATE DESCRIPTION PROJEC 128 S Tryon Street, Sulte 1400 I Charlotte, NC 28202