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HomeMy WebLinkAboutR-377607� w C. ,w I I CCESS OPENING OU°Tw \ +1 NOTE: DEAD STORAGE SHALL BE AN AVERAGE OF 6 INCHES DEEP. 5X10' ACCESS OPENING -III III III -> -O I I- III -IIII h ° O - III =1 I 1= III = =h ° FLOW RL'I- O _ ' O (SEE DEFAIL C8) I I -1 O 0 OPENINI TOR 11= III =1 _O -11 Ij2 0 OUR.EITI I _IE 1116.011 =I _1 00 _ ------------------------ III III_ -III 5x II,;,III1I,1 II ° 2 ��- 12" AIR VENT li \ PORTION OF THEM 114 OF SECTION 6, TWP. 22 N °, RGE SE, W.M. KING COUNTY, WASIMVGTON 12° GRATED A)R VENT 24 10 SOLID LID 2/4° FRAME & LEVELING BRICKS �-\ -BUILD ING PERMIT REQUIRED FOR DETENTION VAULT CONCRETE WALLS (TYP) � I � 1 I\ SCALE: I"= 20' 20 10 0 20 40 ______________ 50YR. EL= 126.02 --------------------- ______________2YR. EL= 1\25.92 ---------------------- 1270 INLET INLET IE:124.0 IE 1244.0 .0 8" INTERIOR WALL __________________DEAD STORAGE EL =116.0 _____________ FENCE PULL POST - SPACED HOG RINGS (TYP.) 0 1000' MAX SPACED 0 24" MAX. ) � TENSION WIRE � BRACE POST CHAINLINKFENCETYPE3 J NOT TO SCALE WSDOT L- 20.10 -02 FENCE TO BE COATED BLACK VMYL DOUBLI DOUBLI GATE POST ) - 3 1 /2" ON SPACED 1XIM. (NOM, CH. 40 TIE N SPAC MAX (lYP.)]\ / \ TENSION 7FN. N WIRES AN LINK FENCE FABRIC? - 0" - CHAIN LINK FENCE TYPE 3 - 0" - CHAIN LINK FENCE TYPE 4 MATCH FENCE SELVAGE (TYP) eE enT � MA 1 AIR VENT 1IA64WF PULL PI POST AND RAIL SPECIFICATIONS 1�'T � fu�Ev 24 "0 SOLID LID TENSION WIRE EPIPE - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- FABRIC BAND (TYP.) -5'x10' ACCESS W/ GROUND EL= 128.52(.+) v LEVWNGG BRICKS REMOVABLE GRATE 4" GRAVEL COMPACTED DEPTH � FENCE LINE STRETCHER BAR (TYP.) 48" DIA CB BASE CRUSHED SURFACING TOP COURSE END, CORNER, OR PULL POST FOR CONTROL OY 5.10 STRUCTURE 2. ALONG THE TOP AND BOTTOM, TENSION WIRE USING HOG FABRIC LOOP "' 2 S1 REQUIRED FOR - 4LF -12" S° ® O.S.T (Z�GRAVELTOPPMAISTAIL j((7ry'y::pp.BOTTOM 4Q))UNKT 49 4x9 PERK FILTER VAULT ` 7 NOT TO SCALE WITHIN THE W15-12"118" CARTRIDGE STACKS - - RIM = 128128.2± 21 -_ - = IE= 115.86 (IN) 0 YR. EL= 126. 02___ _______________________________ IE= 112.36 (OUT) e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e III- I ______________ 50YR. EL= 126.02 --------------------- ______________2YR. EL= 1\25.92 ---------------------- 1270 INLET INLET IE:124.0 IE 1244.0 .0 8" INTERIOR WALL __________________DEAD STORAGE EL =116.0 _____________ FENCE PULL POST - SPACED HOG RINGS (TYP.) 0 1000' MAX SPACED 0 24" MAX. ) � TENSION WIRE � BRACE POST CHAINLINKFENCETYPE3 J NOT TO SCALE WSDOT L- 20.10 -02 FENCE TO BE COATED BLACK VMYL DOUBLI DOUBLI GATE POST ) - 3 1 /2" ON SPACED 1XIM. (NOM, CH. 40 TIE N SPAC MAX (lYP.)]\ / \ TENSION 7FN. N WIRES AN LINK FENCE FABRIC? - 0" - CHAIN LINK FENCE TYPE 3 - 0" - CHAIN LINK FENCE TYPE 4 MATCH FENCE SELVAGE (TYP) EYE NUT E1E BJtT TIE WIRES (IYP.) - 1b F SPACED @ 14" MAX. IFA6pp , F `� TO1zav xarc wu von (AT M PIT erx O+pl F/H'd'C 9W0 .SIFLICIffR 81R CEiNI® Fx0 as mMrtrs (svAC7 rosr PAY LIMIT 0'- 0° TOP HINGE - 180 - 1..) SWING (TYR) BOTTOM HINGE - 180- SWING (TYP.) , - U II Tr.. TENSION WIRE TENSION WIRES HOG I (IN) - SPI (I 3 CHAINLINKGATE NOT TO SCALE WSOOT L- 30.10 -02 FENCE TO BE COATED BLACK VINYL. eE enT � MA 1 AIR VENT 1IA64WF 3 112' POST AND RAIL SPECIFICATIONS 1�'T � fu�Ev 24 "0 SOLID LID BE EPIPE - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- ROLL FORMED POST GROUND EL= 128.52(.+) v LEVWNGG BRICKS \ "� � FENCE LINE NOM SIZE ( S CH A . 40) SECTION - - - END, CORNER, OR PULL POST 2 112" DIAM. OY 5.10 2. ALONG THE TOP AND BOTTOM, USING HOG FABRIC LOOP "' 2 S1 O O LINE OR BRACE POST 2° DIAM. OZ 1.85 EYE NUT E1E BJtT TIE WIRES (IYP.) - 1b F SPACED @ 14" MAX. IFA6pp , F `� TO1zav xarc wu von (AT M PIT erx O+pl F/H'd'C 9W0 .SIFLICIffR 81R CEiNI® Fx0 as mMrtrs (svAC7 rosr PAY LIMIT 0'- 0° TOP HINGE - 180 - 1..) SWING (TYR) BOTTOM HINGE - 180- SWING (TYP.) , - U II Tr.. TENSION WIRE TENSION WIRES HOG I (IN) - SPI (I 3 CHAINLINKGATE NOT TO SCALE WSOOT L- 30.10 -02 FENCE TO BE COATED BLACK VINYL. VAULT SECTION III SCALE: 1"-5' 1' MIN. SOIL COVER --I GROUND 12" AIR VENT EL= 128.52(±) eE enT � MA 1 AIR VENT 1IA64WF 24" SOLID LID 2/4" FRAME & 1�'T � fu�Ev 24 "0 SOLID LID BE K - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- IF1m wC BRICKS GROUND EL= 128.52(.+) v LEVWNGG BRICKS - - - - - - - - - - - - - - - - - -. SHALL BE 10" MINIMUM - = EL =127.52 DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG -. a -III a -_ LIMIT 9e1O° ""0116f �, II WITHIN THE - - -_ - EL= 126.52 -_ - = 2 5' 0 YR. EL= 126. 02___ _______________________________ 24.5' e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e III- I >�0------------------------------------------------------------ I =1 11 -1 O O =III Ibo<:o - - - -- 2 W. EL= 125.92 -- __ _______________________________ 7E =124.0 III -III III= '�OC'O =1 - IIII'o .. e ____ ____ ____ _____ _____ _____ _____ __2YR. EL= 125.92 ___ ___ ____ _____ ___ --------------------------------------------- _ a I1_II1=1 111 W 04• - - C) O III =1 -III- MI III � III- II, °C)° o = - - _ BUILDING PERMIT III 1 -III III -�O° POLYPROPYLENE 9 _ e REQUIRED FOR REQUIRED 1 i =III =1 h C) o' p 8" INTERIOR WALL -REQUIRED =1 =1 =1 1 0 0 �I " VAULT =I 11=1 I I 6 III -I CDEE - =III =III =) III III =III ___I=III - ________ _________J______ _________HEAD STORAGE EL= 116.0 --------------------------------------------------- _ 1- CONCRETE WALLS (TIP.) O �� - LEVEL -� EL 115.20 -.- ° II =111 =III _________________________ EL -116.0 ___________________ _______________________________ =111 =1 5R 5X III- -III I. VAULTISECTION(C-C) 5% 5% -III - - EL= 115.69 -- III -III- • n ° " -I 4" PERFORATED =1 VAULTI SECTION (A A) EL= 115.20 IF � I � wau DRAIN To -) I- DAYLIGHT (TIP.) SCALE: 1"--5' . 12 AIR VENT 24 '0 SOLID LID W14- FRAME & LE VELNG BRICKS GROUND 1' MIN. SOIL COVER EL= 128.52(f) 11= 111 = 111 = 111 = 111 = 111 = 111 = 111 =111 =1 1 =III= 111 =III =111 =111= 111 = 111 = 111 = 111 =III= 111= 111 =III= 111 =111 =111= =111 =111 =111 1 - -111-11 I_ITF7 - _ _ _= -;2 *52 - -__ EL= 126.52 °_ IE 111 =111 -111 =III =III =II ------------------- _-------------------------------------------------------------------------------------------- ______________o .a O° O "'I 11 =I 11 =I I I 04' e I ga 5X7' INTERIOR- 0=111m I=1 BUILDING PERMIT OPENING e - - - REQUIRED FOR -111-111 O DETENTION VAULT 11 =1 I I -I 11-11 e III -III CONCRETE WALLS (TYP.) POLYPROPYLENE o c o STEPS (TYP) ICI = e e �I =11 _________________ ___________ ^ LEVEL - _________________________ _______________________ EL =115.20 ____________________________`5$ __ _________ ___ 0111 =111 =III EL- 115.69 - - - VAULT SECTION III SCALE: 1"-5' 1' MIN. SOIL COVER --I GROUND 12" AIR VENT EL= 128.52(±) EL ;2Z52 EL= 26.52 RA DRAIN OR UNALENT ERMIT FOR VAULT WALLS (TYP.) EL= 115.69 TBeiYI we eE enT � MA h ns .. gyTlp 1IA64WF wTC 1�'T � fu�Ev ru�x ns Tt9AlUJAL EAeec evo (iW. EYE eu - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- �� eW fm.) nAt Auq v ® )VOTES. 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM svm Ir ea DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG RINGS; FASTEN THE CHAIN -III III LIMIT 9e1O° ""0116f II II WITHIN THE - - FABRIC WEAVE -_ _ III -III III -I I �I III . e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e ____ ___ ___ ____ ____ ____ ____ ___------------------ _ III III -I =III Ibo<:o III -III III= '�OC'O =1 e ____ ____ ____ _____ _____ _____ _____ __2YR. EL= 125.92 ___ ___ ____ _____ ___ --------------------------------------------- _ 11 ° O,' C) III - III -III ° o `' o • W 04• O III =1 -III- MI III � III- II, °C)° III -I IIEO 1 -III III -�O° POLYPROPYLENE 9 _ e O O 1 =1 =I 1 i =III =1 h C) o' e- STEPS (TP)h- -REQUIRED =1 =1 =1 1 0 0 �I 6 III -I CDEE - =III =III =) III III =III ___I=III - ________ _________J______ _________HEAD STORAGE EL= 116.0 --------------------------------------------------- _____ _______________ _______ _______ _______ ________ ________ _____ _ - =III II' �� - LEVEL -� EL 115.20 -.- 11IlIl 1�111111111111I III• I III III III- -III I. VAULTISECTION(C-C) -III -III III -- III -III- SCALE. 1 " =s' EL ;2Z52 EL= 26.52 RA DRAIN OR UNALENT ERMIT FOR VAULT WALLS (TYP.) EL= 115.69 TBeiYI we eE enT � MA h ns .. gyTlp 1IA64WF wTC 1�'T � fu�Ev ru�x ns Tt9AlUJAL EAeec evo (iW. EYE eu nnc Lac - vx® e N• NlC �� eW fm.) nAt Auq v ® )VOTES. 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM svm Ir ea DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG RINGS; FASTEN THE CHAIN - TYPE 3 OR 4 - 141m ° Txce+c LINK FENCE LIMIT 9e1O° ""0116f FABRIC TO THE TENSION WIRE WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE PULL POST TENSION WIRE 3. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR B POST SELEC- TION OF ANY PARTICULAR FENCE TYPE. EYE MT ,Z]I TBeal ere: FA&%C i0P INK£ fA92C BI sTlslom spa s1T¢rz cvE TVST nu rts oLEUQ aFCU Qe slTmam trR (1m LYE GATE Eon nAL fosr aFT.Vi© ,xw.Qo NOTE 1. MATERIALS SMALL MEET THE REQUIREMENTS OF STANDARD SPECIFICATION 9 -16. Know. wears below. CBII before you dig. U TI L I T Y C O NFL I CT N O T E.• R- 371601 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URLMES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE U17LMES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOG47E 0 1 -600 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U71LMES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. CD- C`- __n607 Gel