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I STORM DRAINAGE NOTES: PRETREATMENT VAULT NOTES:
<br /> 1.UTILITY VAULT/5106-LA VAULT INSIDE BOTTOM ELEVATION 399.65. STORM DRAINAGE STRUCTURE TABLE
<br /> GROUT VAULT JOINTS AND PIPE PENETRATIONS WATERTIGHT.
<br /> 1. NO PART OF THE DRAINAGE ST]ILM SHALL BE COVERED.CONCEALED OR PUT 6. CATCH BASIN LIDS SHALL BE INSTALLED PER STRUCTURE TABLE. CB NO. CB TYPE INVERTS GRATE TYPE/
<br /> SOUD LIDS 2.UTILITY VAULT/818-LA VAULT INSIDE BOTTOM ELEVATOR 399.65. MANHOLETE /
<br /> INTO USE UNTIL IT HAS BEEN INSPECTED.TESTED AND ACCEPTED BY THE CITY SHALL BE PER CITY STD.PLAN 406B. GRATES SHALL BE LOCKING GRATE PER GROUT VAULT JOINTS AND PIPE PENETRATIONS WATERTIGHT,
<br /> D
<br /> OF EVERETT. CITY STD.PLAN 406A. CB/1 TYPE 2- 48- 12' 405.72 S,W FRAME/GRATE
<br /> I 3.TOTAL PRETREATMENT VOLUME REQUIRED 1155 CUBIC FEET.
<br /> 2. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR UNE AND GRADE: 7. SUBMIT-SUBMIT THE FOLLOWING ACCORDING TO THE CONDITION$OF THE TOTAL PROVIDED BY UTILITY VAULTS- 1179 CUBIC FEET. CB/2 TYPE 2-48'12' 406.72 N,5 FRAME/.GRATE
<br /> PRIOR TO STARTING CONSTRUCTION. CONTRACT AND DMSION 1 SPECIFICATION SECTIONS:
<br /> -CATALOG CUTS AND SPECIFICATIONS FOR PIPES,MANHOLES,CA7CHBASINS. CB/3 TYPE 2-48'12' 408.70 N,W FRAME/GRATE
<br /> 3. STORM DRAINAGE PIPES AND CATCH BASINS SHALL BE FLUSHED AND CLEANED -SCASTINGS AASDIS ACCESSORIES.
<br /> PRIOR TO ACCEPTANCE. - REPORTSFOR EACH AGGREGATE MATERIAL
<br /> -WSDOT PIT CERTIFICATION6 CB/4 TYPE A 8" 410.9 N FRAME/GRATE
<br /> 4. CATCH BASINS SHALL BE TYPE A.TYPE B,AND TYPE 2 PER CITY OF EVERETT 12' 410.63E,W
<br /> I 402,403 AND 404 RESPECTIVELY.
<br /> STORM DRAIN(SD)PIPE SHALL BE PER SECTION 4-2.3(1)OF THE CITY OF CB#5 TYPE A 12' 411,09 N,E.W FRAME/GRATE
<br /> EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR
<br /> DEVELOPMENT. CB/6 TYPE A 8" 412.15 N,NE FRAME/GRATE s p
<br /> 12' 411.82 SE B
<br /> 5. BEDDING FOR PIPE IN TRENCHES SHALL BE PER STD.CITY PUN 611. THE 5
<br /> TYPICAL TRENCH SECTION SHALL BE PER STD.CITY PLAN 610. THE TYPICAL
<br /> TRENCH COMPACTION SHALL BE PER STD.CITY PLAN 615. CB/7 TYPE A 8' 413.03 S FRAME/GRATE rc
<br /> GRATE
<br /> CB#8. .TYPE A 8 412.63 SW FRAME/
<br /> •
<br /> - _: .._ -..._.__ :_:.. ........_.. t +a:i i .:.._-_; .:_..._ ............. .... } CB/9 TYPE A 8 411.46 S FRA E/GRATE
<br /> __:: w.,....... ..- .<. ..._... ` .w,.� _.. ..._.... _....._............... V C TYPE A 8 410.23 W.E FRAME/GRATE
<br /> _ ............. ......._........ .._.,..::: - .. -.__ _.. .: ....... .__..._...._ .. _.__ ..__..._ _....... _..- FRAMEGRATE
<br /> ._..._.._ .............. ..._........ _.._...._._ ... ......_._ ._. , ... ...... TYPE A 8 411 28
<br /> CB/11W. /
<br /> I
<br /> - ___ _ _...._...... ._._._.. .......... .. ......._...._ ..._.... C TYPE A 8" 412.53E FRAME/GRATE
<br /> •
<br /> ._..... T' :.:. :.. `,.. .-- I` ._..._... C TYPE 2 - 48'12' 404.33 S,W SOLIO LID
<br /> r '. ... CB
<br /> 8�13
<br /> 409.8 .. 3 CB 3A TYPE 2- 48`24' 402.12 5 E SOUD UD
<br /> L
<br /> SOUD UD
<br /> I . -
<br /> 6' 409.20 SW •
<br /> -s\
<br /> r
<br /> .._... ..-., - - ._ - ...'- CB/15 TYPE 2 - 48'24' 404,76 N,S SOLID LID
<br /> -
<br /> __.. .... ......... ,4. ..,...i .„....,.._ - C / TYPE 2- 4B 24 39600E SOLID LID
<br /> I IE�.405.98 ,'
<br /> I ;.. 0
<br /> • E 4.. 5;
<br /> NOTE• i / .. ...
<br /> ` I _CB-/11 .105 LF e'SD '.,.CB#10 SD 65 lF 85d5D i C8//1 / //
<br /> .......__ is 41 SLOPE. 1R SLOPE 6.5R 11 5 D' : (
<br /> 41 - • _ t SLOPE ` BASEMM'WfORMATIOW IN THE -- 8
<br /> \�4AC625 ..
<br /> N
<br /> PRETREA VAULT NOTE 1. T
<br /> -- -- IE.405.65/ L. 1/5 _ DET NIS AND DOES NOT
<br /> 0451GN LEGEND
<br /> , LF 12
<br /> / TM NECESSARILY REPR SENT.AS BULL
<br /> ..._ 5 ENf
<br /> - \41 75 415.20 P�' 4..5.92. '}�350 41 . / CONDITIONS 1 ....
<br /> I
<br /> I �. 50�0 I ^" 1,. / N 't Q u PRETREATMENT VAULT NOTE 2. / .-- PROPOSED -- m
<br /> p\
<br /> CB 12 8 \ I 1 7Q 14 I �1 FLOW$FLITTER MANHOLE,SEE Q I GRADE OBREAKPEC N
<br /> 7.30\V; IE- 05.65� i - CBI C2.0 C2.1 -F-F- FILL SLOPE CATCH
<br /> _...... .,, WA ;It =405.55 s
<br /> • tj lF 42'SD CB/18 GE(ABOVE GRADE) '
<br /> SLOPE 1R AR SPOT ELEVATION TOP OF ASPHALT •V. _
<br /> 444111666...��� 4�6.9 _ _-_'. ".. .-- 41 20 LF 12'SD 5 SPOT ELEVATION TOP OF CURB
<br /> ( 4155 /AC AC /A� T• , I 14 \ STORM FILTER,� SLOPE..iR 114 LF 2456 ^ W
<br /> 424.3
<br /> I
<br /> VAULT SEE "bD���SLOPE 5.7R TC
<br /> w C81/1 / DAYLIGHT PIPE.RUN PIPE ,-7T�/ %SLOPE- 42.0R SPOT ELEVATION FINISH GRADE
<br /> • \ A \ C2.0 C2.1 7 ALONG SURFACE WITH PIPE / �h�
<br /> •
<br /> 16.e1 / • $LOPE t2.1 xD ANCHORS.$EE ' f / 424.3 SPOT ELEVATION TOP OF WALK
<br /> . / ' 1 0 IE 403.25 g p//
<br /> 1 / �C S O LF.12'SD C2.0 Cf 1 � �, SPOT ELEVATION TOP OF CB GRATE
<br /> V / 7• . ' SLOPE 1R - ..........-. // / y�,/ / ��I - CE 3
<br /> - - / S
<br /> (TYP.�'� 0 DOOR) . I tii I/ /80 LF 24'SD OUTLET IE='362i A2.3 SPOT ELEVATION MATCH EXISTING
<br /> ' I 7.50 I (CB#2• /)' ,I SLOPE.,1.25% ARMOR OUTLET'WITH
<br /> /{A'� QUARRY SPALLS SD STORM DRAIN UNE
<br /> / 41 s.1 •,•,o LANDSCAPE) / �/ / I
<br /> 1` AC /• / /,. ' // ■ CATCH BASIN TYPE A
<br /> \I- _ �\ I •.,,i� '/ ® CATCH BASIN TYPE 2
<br /> I
<br /> I. ! I\'�I I _. //\� IN( D- I PIPE ANCHOR
<br /> . - \ \ I EXISTING
<br /> / 1 STORY OFFICE/WAREHOUSE \ \ // DETENTION PON
<br /> - \ \ ENCASED MONUMENT
<br /> I / F.F. ELEV. 417.50 HIGH WATER uNE
<br /> - 7(1 LF:6'so'. :>�\ - ._ CB CATCH BASIN
<br /> : SD SD '• o ,' CBMH CATCH BASIN MANHOLE
<br /> SLOPE1R'MIN
<br /> / f I Y: \. \ \ SSMH SNAITARY SEWER MANHOLE.
<br /> CONNECT TO ROOF DRAIN CA)CH SLOPE 4:1 FROM,CU1t8 TO PROP U PP POWER POLE
<br /> 1 LEADER. FIELD ADJUST INVERT .4. : '. I� ,CATCH SLOPE,2:1'FROM PROPERTY UNE TO CAT H I ",l UGHT POLE
<br /> TO MATCH OUTLET FROM / "'-' �/ `TYPICAL
<br /> U .70 / OFILDING. RERIFL LLEVTION .. / '�o. • °' 41.•;\�. \\. 1 F.I BOF EFORE BEGINNING CONSTRUCTION. / \ t ✓•'� EJB ELECTRICAL JUNCTION BOX
<br /> / _ \ \1- -i TJB TELEPHONE JUNCTION BOX
<br /> I • CB/7 / 'A95 4 57 I \ \ \ \.. WV WATER VALVE
<br /> I I - I ` - 4� \ • \\ \ . FFH FIRE ENCE UNHYLIRANT
<br /> '"7,...
<br /> ///4AAA1�y.za 1\ \• GUARD RNl
<br /> I 41C7.00 I/ >.� \ 1/ \ \ ` � \ \ _ WATER UNE
<br /> /A _ 1T � • ./\ \\ . \ \ \C \\ \ - _..-. STORM DRAIN LINE
<br /> / 9
<br /> �
<br /> .,I\ \ \ -\ \ ,_.._ SEWER UNE
<br /> �44 LF8
<br /> c VAULT DRAIN
<br /> �\414.80 SLOPE 1%MIN. 4� 3Q - - CONIFER TREE
<br /> \47.� 1LG N K CB je / zso L t o
<br /> A ' - '166 LF 24',sO
<br /> I ; o A 4 le.
<br /> / m`\ SLOPE 1R 1 l W
<br /> u g0 \ ACC \V'/ '\ \ ` ' o-U Q
<br /> I m�N o z'�,� BEFORE YOU 014 Q
<br /> I /J CALL 48 HOURS o z
<br /> I 9A`4,*/ 414.10/ I /4141 %/ 2oz LF tz SD \y] B F m O
<br /> {7.Po �O - A ALr- / \ SLOPE iR I z
<br /> I � s I 3.2R� ce/9 . \ \, 1-800-424-6666 v o
<br /> \ 11I SIDg6nl s 54 I 4E4.00 II AC4.16 %/�/// I,, o p
<br /> cn
<br /> \ • ES
<br /> . 417.00 _i Sp eJ a -.._._ CUT: 710,300 CYTI
<br /> 41 41 „ 4T5.92 1 575 \ ' / FILL:3,900 CY
<br /> N
<br /> EE
<br /> I
<br /> i C8.15 47 LF 12"SO 193 LF b2'SD'. •
<br /> \ .< i 4 I !
<br /> m so sn aD sD s SD` `so / ` i i
<br /> SLOPE- 1% CB#4 ..c OB/3 CB#.1$I
<br /> ''. ...., 7 7 '..• 0 \ n •., , , \' • • n n• L • • . •
<br /> I ' \ • SEE SHEET C1.1 FOR C f n / / t1 ......._ \'aL o _ 'srxE a FEET� �Y
<br /> •
<br /> Wsy ONRNUA ON \ , i ',V. • p0A I .....„o•
<br /> ` y ,l /` l I ,• >.1 /af; ;4j�•''cnn�tr I "L ..,MG li2.o
<br /> ' { 4,bMAl t7P -i
<br /> tows 10/23/03I NOTE: .4...
<br /> I IF"L•DOES NOT MEASURE 1', =Ix AUGUST 2003
<br /> ADJUST SCALES ACCORDINGLY,
<br /> L'27-03-003
<br />
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