Loading...
HomeMy WebLinkAboutzD-2831SetSTi I� 9 } a W A N W 7 O W Q_ Z W W W V Qa ow Z Z:2 D W 0 O IF- W 0 Z O 0 CITY OF RENTON, WASHINGTON SUN N )(C) A LEE w DOWNSTREAM STORM REPLACEMENT PRO JECT w N SE 1/4 SEC 16 TWN 23N RGE 5E W.M. w J H H INDEX OF DRAWINGS SHEET N0. DESCRIPTION `- '�1 •c STORM WATER DRAINAGE NOTES 1 2 VICINITY MAP &TITLE SHEET PLAN AND PROFILE SHEET 1 0 w 00 F, 3 3 PLAN AND PROFILE SHEET 2 K 3) All construction shall be ;n accordance with the 1996 edition of the 'Standard Specifications for Rood, 4 TYPICAL DETAILS 7 Ua os amended by the City of Renton and the special provisions for this project. 5 TYPICAL DETAILS 2 %_1 `- '�1 •c STORM WATER DRAINAGE NOTES a 1) A copy of these approved plans must be on the ,yob site whenever construction is in progress. 2) In unimproved oreos, manhole to extend minimum 6 inch and maximum 18 inch above finished grove. s In paved area, cover must slope in oil directions to match poving. K 3) All construction shall be ;n accordance with the 1996 edition of the 'Standard Specifications for Rood, • o Bridge and Municipal Construction" prepared by WSDOT, and the American Public Works Association (APWA), os amended by the City of Renton and the special provisions for this project. s 4) The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, Roggers, and any other needed actions to protect the life, health. and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within D W the traveled right- of -woy that may interrupt normal traffic Row shall require on opproved traffic contra pion by the Transportation Division. All sections of the WSOOT Standard Specificotions 1- 07.23, Traffic Control, shol apply. PROJECT CONTROL NOTES Sunnydole downstrevrn bosemopping job no. 10- 00050 -20 3130100 Survey notes: Z Horizontal Dotum: City of Renton NAVO 1983/91 feet coordinates per City of Renton control Washington State Plane - north tone recovered stations on 3113100 Sto. na 6077: found a 2 brass disc w/ punch ono 4 X 4" concrete monument in case in the Center of the Cedor River Trail opproximoteiy 350 feet west of the intersection of SR 169 and 131st Ave. SE. C1. CL Northing: 174777.603' Easting: 1311148.764' Elevation: 81.420' Q . Sto. no. 26 78: found o 2" brass surface disc on the concrete deck over the fish fodder on the Cedor River Troa. 1100 feet west of sto. no. 2677. o Northing: 175326.054' Eosting: 1310176.998 Elevation: 75.092' Sto. no. 1897: found o 118" did, pin in concrete monument in case approximately 150' SE of the intersection to of SE 5th St. and Newport Ave. SE on the centerline of SE 5th St. and lying 29' NE7y Of the corner and on the extension of a 6' wooden fenceline. Northing: 176649.207 Eosting: 1309351.192 Vertical Datum: City of Renton NAVD 1988 feet Recovered benchmark sto. no. 1520 on 3113100 Description: found o hub and tock in o monument cost gpproximatefy, 100 feet NE of the intersection Of SE 5th St. and Maple Volley Highway. Elevation: 62.562' 2 Recovered benchmark sto. no. 2678 (see description above In horizontal datum) Devotion: 75.092' 0 Set Temporary Benchmark (T8M) TOM 2992 -19 -: Set hub & tock 25' south of 18" CUP storm outfox pipe. Elevation: 107.65' TOM 2992 -19 -2: Set R.R. Spice in foce of 21" did. maple approxknotely 40' toot of MM 2992 -19 -1. Elevotion: 117.82' TOW 2992 -21 -1: Set P.K. no# and shiner In oshpholt povement on west side of Modrono Drive just north of grovel access rood to Sunnydole M.H.P. south storm Mention pond. ELEVATION: 315.30' this project is located in the N112 of the SE1 14 of w. 16, T. 23 N., R. 5 E.' W M. i ,f CONSTRUCTION NOTES 1) Contractor is responsible for providing storimwater bypass system for existing drainage g construction when existing 18 CUP is token out of service for construction of new HOPE pipe, Bypass must be approved by the Engineer. 2) Contractor shop take precautions while working in vicinity of the gas pipeline crossing. 3) Suggested Construction sequence: The Construction Sequence outlined below is intended to demonstrate a possible general course of action. The contractor shall review and, if desired, develop alternatives suitable to their operation. I. Locate all existing utaitie& 2. identify vegetation to be removed and install high visibRity fencing in accordance with Special Provision 2 -01. 3. Install temporary sift fence, check dom, and temporary streon bypass system of the outlet structure. Install temporary silt fence at rock buttress. 4. Excovote and install outlet structure and adjacent riprop pod. 5. Fuse HOPE pipe and install along opproximote alignment. 6. Install pipe bypass system at top of project and transfer Rows from existing pipe. 7. Excavate trenches for pipe, dismantling the existing rock buttress and fence as needed. The transfer of Row from the existing system to new pipe shall occur when no roin is forcost within the next 24 hours. 8. Remove the trenched section of the existing pipe. including the existing catch bosin nearest to the gas pipelines. Install COF over gas pipeline. 9. Place the HOPE pipe in the final alignment. Connect pipe to structures. 10. Sockfal the pipe. Reconstruct the rock buttress. Remove stream and bypass system. 11. Install lateral pipe anchors, 12. Remove the remaining existing pipe and catch bosin. 13. Reconstruct the chain link fence as necessary. Restore oil property at the east end of the project. Apply seed, fertilizer, and mulch to oil disturbed areas. 14. Remove temporary erosion control measures, including temporary silt fences and accumulated sediment, otter vegetation has been established and accepted by the Engineer. EROSION CONTROL NOTES 1) All limits of clearing and areas of vegetation preservation as prescribed on the pion shall be clearly Ragged in the field and observed during construction. 2) All required sedimentation /erosion control foc17ities must be constructed and in operation prior to land Clearing and /or other construction to insure that sediment loden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is completed and potential for on -site erosion has passed. The irrnplementotion. maintenance, replacement and odditions to erosion /sedimentotion control systems Shoff be the responsibility of the contractor. 3) The erosion and sedimentation control systems depicted on these pion sheets ore intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictote, the contractor shoo anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltotion control on the proposed site. During the course of construction. it shall be the obligation and responsibility of the contractor to address any new conditions that may be created by his activities and to provide Qdditionol facilities, over and obove minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. N _ of iCIPA ORT � J J N 2ND sr AD I S Ra � U wk Z w : <7 VICINITY MAP rp w IDLa RENTON me im s� e K 10M SE viol K PC n Y PROJECT--u LOCATION _6wx pl 6p D 4M 283,fO LEGEND EXISTING NEW CATCH BASIN / CONTROL STRUCTURE SANITARY SEWER MANHOLE 0 WA TER LINE S TORMORAIN LINE SD SANITARY SEWER LINE SS POLE RiPRAP APP�OV 4) During the time period of November 1 through Moreh 3i. Oil project disturbed soil areas greater than 5,000 square feet, that ore to be left unworked for more than twelve (12) hours„ shall be covered by CHEF fau4WLIANCE mulche sodding, or plastic covering. In TO; RDS Sj an area which has r y► been stripped of vtgetdt�on and where no further work �s ont�cipoted for o period �•.. of 30 days or more, oil disturbed areas must be immediotely stabilized with mulching, gross planting or other approved erosion control treatment applicable to the time of year in question. Gross seeding clone will be occeptobfe only during the months of Apra through September inclusive. Hydroseeding may proceed, however, whenever it is in the interest of the contractor, but must be augmented with mulching. netting, or other treatment approved by the City of Renton, outside the specified time period. 6) Issuance of the Budding or Construction Permit by the City of Renton does not relieve the contractor of the continuing legal obligation and /or liability connected with storm water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. The contractor shall make every effort to remove only those trees and vegetation necessary to construct the pipeline, CALL BEFORE YOU 010 PROPOSED 0 O —W- —so— _SS_ 10;0;0;0-0-1 n 6 M nono go* V� VAS SHEETS 1 THRU 5 OF THESE PLANS SHALL ` BE DEEMED APPROVED BY THE SIGNATURE AND ` C SEAL ON THiS SHEE T. 4a�9 �' 2e041 UTILITY ONE CALL 1 -800- 424 -5555 -- O - 00C d04EL�U1 ROB L 91 � F Ft I'� 3 ♦,��OUAL "l Y� We lXPII!!d b o L D N N 'T R A N C 0 WWW.ENTRANC0.00M D--121813111 OW 1 SCANNEr?NOV - 7 2003 r 1 r 4 I } M W lie x • 8 \► N E- V W O w a f— z w w wv Jg oa }W zcr z� W o Ile- ,G LiJ Z O Q L.1 .__J LL_ 0 cr Tel F- 0 W Z W Q = Z Q CL .0; a C) o0 3 Z .o w CL L) w c co :T C •O a s R ell W 1 1 CONSTRUCT TEMPORARY HEADWALLS FOR BYPASS PIPE USING PEA- GRAVEL FILLED BAGS AND PLASTIC SHEETING, SEE DETAIL H - R" DIA. TEMPORARY FLOW BYPASS PIPE INSTALL TWO CHECK DAMS SEE DETAIL G T INSTALL TEMPORARY ° SILT FENCE S 89 *00'52,90',E • INSTALL HIGH VISIBILITY , FENCING i ENERGY DISSIPATOR STRUCTURE SEE DETAIL H CITY OF RENTON EASE 350.000' NOTES: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEY DATA PROVIDED BY ENTRANCO. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN, _ THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING T! IT! U L ES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY A - " ND ALL DAMAGES WHICH - M IGHT BE OCCASION ED BY THE CONTRACTO R'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND __ r may." UTILITIES. CONTRACTOR SHALL LIMIT VEGETATION REMOVAL AND SLOPE DISTURBANCE. CONTRACTOR SHALL NOT REMOVE TREES WITHIN • � THE CLEARING LIMITS UNLESS ABSOLUTELY N EXIST. 18 CMP --'/ / �� ,� Z GRU IN SOLU ELY NECESSARY. ONLY TO BE REMOVED -Z BB G OF UNDERBRUSH WILL BE ALLOWED. If f' J -' 11Z -' / ' CT1 ell Ile KING COUNTY PROPERTY PID# 1623059€ 0 10 l- i ��`•� = _ % i ff � � � � f ' �� i i" �r I // �, / .�' � 0000 CITY OF RENTON EASEMENT D , , 1�. • `,�` ,,,•;�% f�-- ,-'_. REC 1 : + r ♦ yam,' /,1 �,� t% j f ` OQQ e •,'` � /'� X85- -� n i 50567 ; / r ,' / i / ,/ j / sO O r / ,' i r �J dfl/ f { j • f ���r ' '/ / or ;PIPE PILE .ANCHOR / � 1 � .��!'1► ,r ,, � � � ,- � / fir SEE DETAIL .B woo d, 0.1 Ir aw I I eel, so 0. f i �`� • � f j • ' f � - �, f J f J / I �., NSTRUCTION LIMIT ;..._`.._ �X .. 1 -- ` ti_ _. ``"_- - �...3t_ ' ` � � - - -- �-_.. _ ~ v' . _ �' ^� -•• =.- __ . __ lJ i- / 1 F r - f _ , SEE SPECIFICATIONS ' / Jr Ar / 00l or /• 1 I J - LA PIANTA LLC J r % r ' / l / % / �` �' 623059 X805 i f l ! i f r' r r i i f' / r 1" PROTECT EXISTING ' ,' ' ;' f''' f ` f rr -r, f''' ' �� ; TREE (TYP.) �� -'�� '`� , ♦' "� .� ;� l i' i '' " %' '� •' /�' f� ` / 01 � r'�; f�" f/ 'PROPOSED, 30' BY 60' EASEMENT BURIED TRENCH SECTION SEE DETAIL A I ; r ,- 'APPROXIMATE CONSTRUCTION LIMIT,. ' SEE SPECIFICATION of � ' 220...... .........• ..........• .......... .......... ..........• .•........ ................... ..........z o , ...................... • . 19 1 y W 2 V .. 0. • a 20Q , a• .............................•................... ..........................•.... led • ' • ' • • • ' • • Q MINIMUM RADIt,S OF DE'IECT10N FOf 20 OD HOPE PIPE ; • • : IS 30, PEO MANUFACTURERS RECOMMENDATIONS � • CONSTRUCT PIPE SUPPbRTS IN THIS: AREA . Asa... .•.. ..: • .... .............. ............................... .... ... . • AS ' REOUIRED; 'PER *THE: SPECIAL' PRQVIlle- ' .. • r . . . . . : . . . . . . . . . . . . . . ' �. ao • .. ... . . . . . . . . . . . • . . . . . . . . . . . . . HORIZ. 1"=20" 20 10 0 20 40 VER T, I 20. 10 0 20 40 CB PE 2 - 72"'o ; l ; ; ; ; • 1 TI 800 424 — C "S'555 ♦a' '&10NAL t` I% � 1 �1 • • GE 93.5 (APPROX.) STA. 8 +10: : - ---"'" � 1 t'� OLYMPIC PIPELIN • 1 —IS00 -664 -15601 c3 C7 IE = 87.7, 20" HDPE E (APPROX.) ���• • • T P F W iR 91.0 APPR X. , ............................. ..............................� ��1'T�AN • ..... --- C O • ; ; ,_,,._. -- 2 , pE PIPE C • VER NC►' VEHICLE ACCESS: • • HD . aD SCR 6 ' 20 • G • WWW.ENTRANC0 C 0 M J. S'w -4 % e +100 ; ; ; • 6+60 4 +00 D 2 8,311 0 � � '• � " J 0�'` 3 �° 4 SQL` D NOV • 7 1- I . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . • , r • • ' • / I . rn rri • ' � • `� ' • • • • • CALL in � i ED BEFORE J 140 .. .• ......... ...................•....... • . ............... ...... .............. ..... TRANSIT •......... : I YOU 01 O• We J10p'FRO�'eURiEpPIPE f A J o ff ..... , , . TO ABOVE GROUND .•................. ..... ......... ........ . . .... . .. . :• :• • 50' TYP. % �Y _ n(t 1 • , • • • X20 • • • • • • • • • • • • • • • • • • r • • • • � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • STILLING WELT. • EXISTING GROUND � � B • >x ken CB PE 2 - 72"'o ; l ; ; ; ; • 1 TI 800 424 — C "S'555 ♦a' '&10NAL t` I% � 1 �1 • • GE 93.5 (APPROX.) STA. 8 +10: : - ---"'" � 1 t'� OLYMPIC PIPELIN • 1 —IS00 -664 -15601 c3 C7 IE = 87.7, 20" HDPE E (APPROX.) ���• • • T P F W iR 91.0 APPR X. , ............................. ..............................� ��1'T�AN • ..... --- C O • ; ; ,_,,._. -- 2 , pE PIPE C • VER NC►' VEHICLE ACCESS: • • HD . aD SCR 6 ' 20 • G • WWW.ENTRANC0 C 0 M J. S'w -4 % e +100 ; ; ; • 6+60 4 +00 D 2 8,311 0 � � '• � " J 0�'` 3 �° 4 SQL` D NOV • 7 1- I R 8 9 w 2 F r i 1 • Lee, z w ME w W V _Jg as �w Z Z � 00 d W OC Z C Q L.1 LL O cr N � W Z W Z 'Q ..l 12. w 0 �Z h 0 3 V Z C • �i v a NOTE: THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEY DATA PROVIDED BY h EN TRANCO. THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE SEATT! ,7 pry a CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL =— `'�s"'ysF�,r.•� CONDITIONS AND THOSE SHOWN. r R J Y ,F ALE C"ry IG T F °� , •�� �+�;} -�' ..-- '',. --�..- THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF -=EIVf ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL t ! CONNECT NEw HOPE DAMAGES WHICH MIGHT BE OCCASIONED BY THE EY =�D``8 4� �♦ a - TO EXIST. CB SEE ;z z DETAIL E CONTRACTORS FAILURE TO EXACTLY LOCATE AND 0 E E 1185 ts.l PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SOLD cktp DIPF" =N_•1n DE W' uj ? APPROXIMATE LOCATION TO BE REMOVED ; ; OF ROCK BUTTRESS : ' __. `r. CONTRACTOR SHALL LIMIT VEGETATION REMOVAL AND SLOPE _ - ` -' _ 3 RECONSTRUCT AS NECESSARY /x �", DISTURBANCE. CONTRACTOR SHALL NOT REMOVE TREES WITHIN SEE DETAIL D O THE CLEARING LIMITS, UNLESS ABSOLUTELY NECESSARY. ONLY � ? J GRUBBING OF UNDERBRUSH WILL BE ALLOWED.(# Q' L- /. i --` REMOVE EXISTING I -BEAM -- rtt ' AND SUPPORT STRUCTURE ) a- -�- PROPOSED 20' BY 20' KING COUNTY P / ` ,,. TEMPORARY CONSTRUCTION EASEMENT PICT INSTALL TEMPORARY SILT 16 2 305900 �t�8 . ; ti FENCE ALONG TOE OF 2 j / ,� !y T s� o= �- _ �- ,� ..T,,• f �'� ROCK BUTTRESS t� 14000' - _ __ - -�� �'� �:/ r! -� �_ _- ,.�-''r -� ".-'" r• 1.^ r i f /10 1 � � % ` •,l � � i 1 r� SANITARY v �• p �, f �' ' �f �✓ `�'� % e. e �� `� rim /i�J' ��,/ i // f t� f J % REMOVE AND REPLACE f/' }C / ! ! r l�\ ! L• J��N�TAR i SE VEiS E�EFVT '- '� f 'rte /� EXIST. CHAIN LINK FENCE O� TEMPORARY CONSTRUCTION RFC. 84051 1067 _^ �.: '` �r ; _ AS NEEDED. LOCATION . % ' r`* '� �� EASEMENT 1 1 . t'n f i f'J EXIST. 18" CMP TO 3' SHOWN APPROX. r j x ` / ► , S is �, 1 4 i i BE REMOVED (TYP.) •o. - rr/ . J = - 1 /./ t f ..� : • t ;{ , l t / / yi ! r:-, - rr- /'�yt� �r�r�,'' f ��,/.!//� !! /J f !�'� ,.. %,• ! / , %'i �'/ \yam i 1 1 f 1 �y f �f r Ji !/ /J jf• ff J r,/ / / �7 ' r.! :J ` 1 ° t R E eT1 0' WATER EAS E EC. =8�051 10/4 / / �f / � / / i ' /, r / / . / s / �/ �/� _ �..--- �"1,....-- .."''.r• f �� // S� � � '-�.J ` � � j � 1 / / f 'Q� : }� � � � j O 1 � i � �Ik� , � © f i , j f /� rI/ '� • �� r"or /� ! ,/ 't t 1 :'' ( I \.,i I 1 ,A n -�...r i r--- a f'� 1{. —_+} F . ;cj car 1r ! 1 ! �1 t !f} j i ! ! V� 1' r / .0 1 t_) I � 1 � -'1 L F :'� I �_ f� �t A E 1 R it - i / / !, I ti_ / // i' J' r` / i / 1 ! + t i ; 4 _ ! ! / f /..•fir j f , i t 1 f 1 , .� :`i ` ,' /' i ! / ` � :^ % , % i i , - _ _ -� / . 1 r • i i ; > f i %' ! !l 1 ` a }� ' �3 r^ 1 T��( f � 1 % I T s h / -'i* t �. y L l i . -- �' I f �_.' �V 1�: i ol _ t ! ��! t� ^ !: # j 1-114 ID 0 , "1 1 �` • i -; / f! /i f. j �, J J� `!►i. r` T' "' e 1 �� rj ! % j �1 : ! �+�/• T' i i j ,i if f 50 � C E a r n �A ' p , ' LEG E N D �• �r •' i�f ;' j /l ' %J � i ' + � • 4'1 Lam"- •• '-- ; . ; y 1 t ' " � � ' I ! / --• , '� t �\ ' ! CI OF RENTON 30 • ROAD - �1 �,, i �; !' ;1 i f ; r J 1 •3• �,�• , , \` 1+YAY & UTILITY EASEMENT �;� �. 84p51 10648 -- — TEMPORARY CONSTRUCTION EASEMENT ; + s i i i ; i i i : o DRAINAGE EASEMENT LOCATION OF WATER LINE E _ - cl 1/16TH SECTION LINE t' '` 1 i' 't i { BASED ON ONE -CALL F-- O ! %' ; "`— i i - r 1 1 f BURIED TRENCH SECTION o ;' UTILITY LOCATE VYATER EASEMENT �.��- , SEE DETAIL A NT �' SANITARY SEWER EASEMENT . . r.. _ -�_ �,- PROPOSED 0 -�' / J, -'i r t ��� _ :' :;.�� Nv� 1/4 w R/W LINE BONNEVILLE POWER AWN. EASEMENT PR - r ,- -- IE -R;.45 ( 'R �� ►� ) ISE 1/4 E r } ••-�" ���` / // J f / '- J/ /r.r ii ' -�- rJ y - r n. 7r_ )• n" ..r. .V) CENTERLINE PIP EASEMENT TO BE REMOVED S.E. CORNER + E B.P.A. OLYMPIC PIPELINE AS NOTED (CALCULATED) NOTE: � y i % • r f - J / N. 177123-09 E. 1310001 -31 0 10' SANITARY SEWER EASEMENT SECTION SUBDIVISION BASED ON SURVEY FILED • , . r/ .- N (CITY OF RENTO. REC. 8405110647 UNDER RECORDING NO. 9404199014 IN BOOK NAD 1983/91 97 AT PAGE 280 OF SURVEYS. H LINE _ MAINTENANCE ROAD V ai I f I 0 V) ­,) • 320 ......... . Z O Itai lz V • . r . . . » • • • . • : NO VEHICLE ACCESS EXISTING GROUND .... - - � EXISTING _E - -' POND • .� a :340 ......:......... ............ ....... :............ ............................................. ...................... :......... :.........:....... ........:.......... .. .. X: •GB a. » r . • • • . . . . • W ET 3 1 1 0 20" H P W • E S o MINIMUM RADIUS bF OEFLECTItSN FOR 20" • H P PIPE : REMOVE EXISTING CB �� ; ; CONNECT TO EXIST. CB aD HD PE E • �_ _ _ . • REMOVE � • • VE EXISTING PIPE ' • IS 30', PER MANUFACTURER'S •RECOMMENDATIONS - - - - -- :28a ............ .................................................:................................ ............................... �: ... .......:......... :......... :................... .......... .......... . . . . . • . . . . STA.• 1 +37 - w 16 "i PETROLEUM: PIPELINE • • n- TOP: OF PIPE = :280.0 r- 260............�. ................................................•.............. ............................... Q�c,•. . D.v.......... ...... ................................... ..........:...........•........ � ' • W 20 0 PETROLEUM• PIPELINE • . • 'L�° r W c TOP: OF PIPE 280.8 O� to V W li HORII. 1 20. 20 10 0 20 40 VER T. 10=200 2Q 10 20 40 220.. • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . • . . . • :200 M J . . • • • . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . r • r v r • r S „J�w?& r • 3.00 • ; 2+oo : r+oo : _ : ofoo : 4 i ' r E •I- . + CALL BEFORE YOU DIG 'UTILITY ONE CALL 1 -800- 424— :SS:55 ,I � O1 Y800 -644 -6 1 1 &Armm LVIV> b ENTRANCO w w w r re% rnu �000eoi� 3 A � N r. 1 • "+- • W r, S • F- 2 MAI AIN MIN. 1 •CLEARANCE . , ' RPCCO�DLD • BETWEEN STORM ;DRAIN AND r • Zp Z o 244 • PETROLEUM PIPLINE FOR APPROV I, • .. �Y� . oc R•l Z O _ • • • • . . ,� o. . . . . . • . r � • 8Y !d 3 O �- . . . . . . • . . . r . . 220.. • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . • . . . • :200 M J . . • • • . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . r • r v r • r S „J�w?& r • 3.00 • ; 2+oo : r+oo : _ : ofoo : 4 i ' r E •I- . + CALL BEFORE YOU DIG 'UTILITY ONE CALL 1 -800- 424— :SS:55 ,I � O1 Y800 -644 -6 1 1 &Armm LVIV> b ENTRANCO w w w r re% rnu �000eoi� 3 A � N r. 1 M A 0 is 0 ROLL 'Y1 !91� FR 116 P > ISCAMM MV a 7 =3 0 14 I W a 0 3 av L) m' cp C 0 g 0 o �> W M M 0 S N In in GROUND SURFACE a H W o 3" MAx. ; 0 luj lz 1'* DIA. HDPE AIR w CL ( f) VENT AND FITTINGS a � a R Z W Li I DIA_ HOPE AIR a W W 0 VENT AND FITTINGS 5 EA_ - 1 "x 1 /8" STAINLESS m (.� L`-I STEEL SUPPOR T STRAPS Q Q CV AND 2" x 5/8' STAINLESS D STEEL EXPANSION SOL TS. • w f-- 3' MAX. SPACING w O Li - z Z Li i z = EXPOSED END (n < ( f) OF PIPE SAPREL FUSE INTO 24 HDPE PIPE V) I I Li f DEFLECTOR PLA TE ° } d W U v F- (n i 1 o Z 2 1 1 1 1 to 1 12" HOPE DEFLECTOR PLATE -FUSE TO OUTSIDE 1 1 EDGE OF PIPE 1 = E 301 1 .0 W a 0 3 av L) m' cp C 0 g 0 o �> W M M 0 yl o v luj lz a a W a 0 m 0 V) FRON T EFLECTOR PLATE AND AIR VENT a a EXIS T. CS CORE DRILL do WELD AIR YEN T TO PIPE o Z �er ao �— 20" DIA. HOPE PIPE HOPE CATCH BASIN CONNECTION SEE DETAIL PRORLE TA14 E R r R FREEBOARD NOTE: PROVIDE TWO CHECK DAMS SPACED AS SHOWN \/ \� �� / 000 Lm THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION. CHECK DAM SPACING %G+ 9 I S N►,o -1J - It sip/ N. T. S. BURLAP BAGS FILLED Wr TH PEA GRAVEL NITRE MESH SUPPORT FENCE (TO BE COCA TED ON THE DO+�M�M U SIDE OF FILTER FABRIC) PROVIDE SACKFILL TRENCH OF FIL TE ON THE F!L TER FABRIC MATERIAL - w 20 0 10 1 1000' WASHED GRAVEL or AND ON BOTH SIDES R FENCE FABRIC o SURFACE 8" MIN. BURY BOTTOM OF FILTER MATERIAL IN 8 "x12" TRENCH 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT ROUND SOLID LOCKING COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE REN TON STD. PLAN 8074 LEAVE 1 ' FOR SUPPORT OF COVER w' Ulm TEMPORARY SIL T FENCE 'FLD —ry-- FLOW BYPASS PIPE P L A N 12" DIA. MIN. CA TCH BASIN 4' MIN. 8' ( TYP. KOR -N -SEAL BOOT OR EQUIVALENT 20' HOPE PIPE STAINLESS STEAL BAND CLAMPS HDPE CONNEC TI N. T. S. INTERNAL CLAMP RING t� Q N rD el WIRE MESH FENCE FOR FILTER FABRIC FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS .. USE STAPLES OR MARE RINGS TO ATTACH FABRIC TO MIRE MESH SUPPORT GROUND SURFACE � ",< ,� BURY BOTTOM OF FILTER MATERIAL IN 8" x 12" TREN CH TEMPORARY SILT FEN N. T. S. SOLID LOCKING CATCH BASIN COVER FLUSH WITH TOP SLAB EXTEND RIPRAP PROTECTION '_'t = yl)• 0 TO ORDINARY HIGH WATER MARK OF STREAM - [ TYPE 2 CATCH BASIN - 72" DIA. PEAGRAVEL FILLED BAGS AND PLASTIC SHEETING 20" HDPE PIPE TO BLOCK FLOW, TYP. ..."� HDPE CATCH BASIN CONNEC77ON ---.._ - —' SEE DE TAIL 1~ caysrnucnoN c�o�xnLE FOR sai sEPnannoN PACK SPACE BETWEEN PIPE UNDER ROCK AND BOOT WITH GROUT SECTION A—A T I �- i (L NERGY D/SSIPA-TC N. T. S. kELUMNIEND jD KA A►PPRO V L BY2& BY BY �6'— 0" MAX. 2 "x2 "x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT TAI� F a- ?83105 TRASH RACK I" DIA GAL V. STEEL BARS 4 SPACING 0. C. ATTACHED WITH �32 DIA, EXPANSION BOLTS TO SIDE OF STRUCTURE OVER WEIR OPENINGS. 100- YR WSEL SAW CUT WEIR OVERFLOW ,. STREAM 'n CHANNEL J I a li - - - - -D - - - - -_ ELEV. 91.0 w ox rn � `., s pi i . , OHW , Q IE =87.7 `~ FLOW e . 2 BYPASS PIPE TRUCTUR�i H LIGH T LOOSE RIPRAP ROCK io BLANKET TEMPORARY N GRAVEL BACKFILL SILT FENCE «_ FOR FOUNOA TION GEO TEx nLE SECTION B —B A W941 $� I o�t� b O E N T R A N C 0 ..E NrR..Co.CoM D- 283105 f � � .t � 3'�'�"' SCANNED HOV • ?' 1�3 N w