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<br /> f 6" FIRE TAP b
<br /> PROTECT CONNECT TOE;,- AIN _ �r1°ems erg`
<br /> BROA WD AY AVE ,/ EX WALL / _ - ,SAL E
<br /> 1"DC PER ---TYPE
<br /> Y E436 B 434.70 'gyp 08/19�2024
<br /> PROTECT COE 515 �����
<br /> i i
<br /> OCK WALL 44§97
<br /> f _ EX FDC 441.25 SEE DETAIL 4 ON THIS SHEET
<br /> NG H 1434.8)
<br /> . . . .�. . .�............�.:`•`-C 'y TO -"'= ` .70. ER�OOESTD•
<br /> P70LF.18" ONCS
<br /> . . .
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<br /> T.1 RIMD434.35 -- RIMDa34.38 I.LL -
<br /> SMH#3 E RWCE -437. 7 43 4 ®.r§R. A�.' CO \ a
<br /> / RIM EL .TIDItI43 .0 ' LINE oM RI 42"34(1 "SE} IE=4 z0� f, f, f,1 f,1 IE 427 ti. - I zo 0 o zo ao
<br /> - MFAURE bOWN a4 0. 1y _ ) J SC ET
<br /> t
<br /> I 428.k0(1 NE 3 ,1] ° ° ALE IN FEET
<br /> NEW IE= 35.8 . E - -___------ ----------------------------- 1=20 °°m
<br /> . . . . . . . . . . . .
<br /> NEAT AWCU�f LINE -'; 434.35 mLLLL o
<br /> U
<br /> GRADE 437.34 �VER P o
<br /> / I MATCH EX r -- -- -- -_ _ _ z
<br /> �� = 4��• L=J L=J L=J L=J I�� ��� L , L , L , L , , L , L L , I NEAT SAWC Z ci c�
<br /> i IE 424-38•42iC20�8"S .�i I' .LANE
<br /> TYPE II CB , i , ° - ° ° ° - -- °-- -- -- -- ° ° ° �- �� MATCH EX' `� z r)Cl)co
<br /> 67LF 2•PVC SE RIM-��J:,C 4 :19LF'$•-1-tSiAlk 6 2J)%L�_1 L _, IIJST)1LIi DCSU�LE CH�CKi L• L• L• L• GRADE V z "6 tp
<br /> FORCE MAIN _
<br /> f / Z ) LVE'A$SE�IBLI'Y PER L; - - LLI N p N
<br /> / IE=4�r79.425.3�' SW 1 "SE dETECTb1T1�A z
<br /> / � G0E STE}f'LA I J
<br /> i� •1 •1 • • • • • • • • ,-
<br /> � PV WOLF 8".9"§S$PVC 6 2b%� ,1 � ,1 � � 1 '� I I - , ,� � ,i i i i i I I
<br /> LL. ICI - ioT�� 0i� - i TYPE CB
<br /> RIM ELEVATION. 436.23 ® L`J __, --,--,--,--,-- it +------L,--_•,-_-,- .,-- - 4 DCqqJ F TING PIPE � RIM=4�8 1425.60 � (� �
<br /> 4"SSCO L �_J
<br /> ERE
<br /> i GI#12 +r ` 437.01 O' � I I-• 5. i I � -� FOOTING DRAW - IE=4�4,3F 425.60 6"W
<br /> 91m)
<br /> / LL.LL.LL. MEASURE DOWN: 426. � . J ®o F-� R - 36 ---------- FF-'� 9.00 - ------------- IE=423.88(23.90(6"S) = ojf
<br /> L � � � � C
<br /> - fypill CB 1 RE�142J
<br /> �J N4437.01 J - ----------- ----- - J CONNECT I�G
<br /> ,1 0 i i � 2TE � H
<br /> 11 NEW E. T 427. --- r 7i0ti
<br /> / 25,16-i(15" -� DRAINS HERE '`� Q
<br /> 37 4 I= 25.2' 15"I M n n n n r: r: r: r: r 13 1 N"PVC®2.OR MIN Q O w
<br /> / L�� L•J L ---�,� 2441. 112',F4®-d. % _J "J I L�J L�J IL J L�J Irf__,1171F 12 W1-mo " W Q y
<br /> 437.50 71 ii �i RTYPE I C _ r �• REPLACE EX CB W/
<br /> / 437.50 437.50 i - I �I121
<br /> f / n - - 1 �I _J IE 415.6.62•� L_•J I1 18.00)i CBiiHd--4?7.6?-428.19 O��
<br /> �� /: / 166LFi TRlI DRNA mac. �!° co
<br /> / f J IE=466.5.E( SW,f 1 12 PVC: ,r--T-T 422.19(12"W)
<br /> " _H - ENTRY • I - +E 6-B� 421.49 12"E Q 1
<br /> f o r`-�MATCH P GR rJ-�
<br /> / PERMEABLE CONC +�� �6 i •J Ji IL +E 42�.0 �� �' ! J L_�- J OZ ( ) 0 0
<br /> LL WALKWAY - - --
<br /> j N ��FOOTING DRAINS J� U) Q
<br /> =_ ELV 0 429.00� r=- , -�1 1 I D z N U)rn
<br /> �+ �4 ER PP r � f r! I Q
<br /> EXISTING BUILDING 432.90-J o -- `_J _J _J _ _J _J 1 1 _J _J _J _J _ `ZSLF�I2�P,WC m J
<br /> / TO BE PROTECTED u - _- 428.85 _ _ - _ _ 1 - - ®2.OR- _J o COIN C TO EX VAULT
<br /> ' - - -- - - r,
<br /> rn a " 428.85 0
<br /> a•sDc
<br /> RIM=4 2.96 U c, NEAT SAWCUT LINE 428 80
<br /> LL ti
<br /> IE=42.O± ' 1 MATCH EX GRADE_
<br /> TYPE II .9 ate' 45LF5itF 12•PVC 00.5% M
<br /> RIM=434-8�432.93 .CONCRETE AP RON /� •�•
<br /> IE=445-sa 425.66(is"NE) /' EXISTING DETENTION o ®- M
<br /> IE=425.69(15"NW) - - Lf BOLLARD VAULT TO BE PROTECTED_ 8
<br /> _®a.oq 15P� / -
<br /> (432.74) �, o
<br /> MATCH EX T - - ----- ------- . _ R/W
<br /> 2[tLEVATION 429:a3 - -- - - -- _ ---_-
<br /> _ - - -MEASURE -
<br /> DOWN: 428 - - - ---- _- -- - --__-
<br /> - NE�WLIE- 3 425.37 1 - v IE=418.74 15 COME E=f_ -_- -f f- _-_ -
<br /> IE=418.9415CONCTN_- --�
<br /> -- - w "
<br /> - - - IE 419.09 12CPE N _-
<br /> P
<br /> ---- - - _- - - - - = - --- - - - - -- -- -- - - aw�z
<br /> a . - - --- - - _ . IE=d-t8:99-418.7715PVCS- NE1�Y= - - - --- -- - - - - - --- --- -- _---- -- _ -
<br /> LEGEND:
<br /> a
<br /> z 2" GRIND AND OVERLAY ASPHALT 2"A/C PAVEMENT TOOLED EDGE
<br /> 0
<br /> 1 1„ R (�) 6" 1/2" R (TYP.) z 3
<br /> PERMEABLE PAVEMENT 6•CRUSHED ROCK = = _O
<br /> o 0 0 o BASE tO PAVING - - I I Lj
<br /> COMPACTED a
<br /> m CONCRETE PAVEMENT -�SUBGRADE o 30-i }I Slope z
<br /> -------- SAW CUT LINE oo E
<br /> X
<br /> A/C PAVEMENT 2 Total Retaining Sail Type r" Q W
<br /> 6" CURB NOT TO SCALE _ r 9• Height
<br /> NOTES:
<br /> PERMEABLE ASPHALT OR CONCRETE 1. BOTTOM OF CURB TO BE SET ON COMPACTED GRAVITY WALL SCHEMATIC J Q W g
<br /> al WATER NOTE SUB-BASE OR NATURAL UNDISTRIBUTED SOIL. W O
<br /> i 1. WATER CONNECTIONS TO MAIN TO BE PERFORMED BY CITY OF EVERETT PUBLIC WORKS CREWS UNDER SEPARATE N 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 0 Seb wn°'" n 6p.°rs°r°n„n. (� 0 > z
<br /> z UTILITY PERMIT BASED ON COST ESTIMATE PAID FOR BY APPLICANT/CONTRACTOR. 6PU Lli
<br /> /✓/✓/✓/.�.//�///� t Fml.Xed Grade J
<br /> w 2. FIRE CONNECTION REWIRE DCDA WITHIN 70-FEET OF WATER MAIN PER COE DETAIL 515 OR 523 - ,� 3. PROVIDE 1 2" EXPANSION JOINTS ®25'-0" O.C. MAX. NEAR VERTICAL per .ern�.su°m,d uas
<br /> AGGREGATE SUBBASE 3"MIN,. ��� i AND AT CURVES, TANGENTS, AND CORNERS. (Minfrnum setback per unit) Q
<br /> z
<br /> z
<br /> SEWER NOTE: SCARIFY NATIVE SUBGRADE m
<br /> % 1. PUMP SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTES 2"MIN. (4"IF COMPACTED) 3 - / +e..Pem,e,nldy s°a (n O
<br /> CURB DETAIL p
<br /> 1. PERMEABLE PAVEMENT SURFACE AREA DIMENSIONS&PAVEMENT SLOPE MUST BE ,�,ornpsGed Fp z°"° Q It
<br /> c� 2. ANY PLUMBING WITHIN THE BUILDING MUST COMPLY WITH THE CURRENT UNIFORM PLUMBING CODE AS AMENDED NOT TO SCALE - NEAR VERTICAL-KEYSTONE STANDARD UNITS-18"(457mm) """""d Wan Hmghtirocs+betotalbeight
<br /> SHOWN ON DRAINAGE CONTROL PLAN VIEW. /
<br /> o BY THE STATE OF WASH. / b°m+°ptpbott°m. O w
<br /> N 2. AGGREGATE SUBBASE SHALL BE CLEAN,CRUSHED GRAVEL-SEATTLE TYPE 22 OR 24 = •• w.0 H.iant "^'inp0$v11 z°,,. Mtrdmom I ameadm°,rt i.a„d,". w
<br /> LLI
<br /> 3. THE SIDE-SEWER OUTSIDE THE BUILDING MUST COMPLY WITH THE CITYS DESIGN AND CONSTRUCTION FOR WALKWAYS, &SEATTLE TYPE 13 FOR VEHICULAR APPLICATIONS. / (tsamml°r Ha�gnve,wbmtiarer is (�
<br /> N gr°amrf°rlevel toe.
<br /> o STANDARDS. 3. THE LEVELING COURSE SHALL BE A FREE DRAINING AGGREGATE, &SHALL NOT Soil Type Level 4H:1V 3H:1V H:1V u"anr.i,,.yenn m w
<br /> N / Subsurface soils munba capable of
<br /> / RESTRICT THE INFILTRATION RATE THROUGH THE SYSTEM. FRACTURED JOINTING SAND 4.33' 3.67' 3.67' 3.00' '°ppO"'r'g wan sn'am
<br /> 4. OTHER METHODS FOR BACK-WATER PREVENTION MUST BE APPROVED BY THE CITY. IS NOT ALLOWED. Sand/Gravel 1 30m i lOm 1 10m a"a damage fill;.aj,+cnfzommf
<br /> ( ) ( ) ( 1 (0.91m) / d"a"c,°.badma..
<br /> / 4. CHECK DAMS ARE REQUIRED IF SUBGRADE SLOPE IS GREATER THAN 5 a OR IF DESIGN ---\ / a."."by meckea by
<br /> 5. PRIVATE MH ACCESS STRUCTURE MUST BE WATER TIGHT,CORROSION RESISTANT&SUIT ABLE FOR emueam."t to"ar„g pea is n°snad st«a base
<br /> REQUIRES A SET AGGREGATE RESERVOIR BASE. 3.6T 3.00' 3.00' 3.00' maro,;at
<br /> UNDERGROUND BURIAL.COVER MUST BE GAS-TIGHT,LOAD-SUPPORTING AND REMOVABLE.RECOMMENDED Silty Sand 1.10m 0.91m ) (0.91m) MF TFD
<br /> ( ) (0.91m lref wl�dfillma<en.�.ararompacted
<br /> N STRUCTURE IS 30•DIA REINFORCED CONCRETE WITH BELL UP.PROVIDE MANHOLE(MH)FRAME AND COVER 5. PERMEABLE PAVEMENT SURFACES HAVE NO SETBACK REQUIREMENTS. mss%sta"da,dPr°ctaoaps�ty,r °�° aote
<br /> o (STANDARD DRAWING 610 OR 611). 6. EDGE RESTRAINT FOR PAVERS SHALL BE A FORMED CONCRETE BORDER EXTENDING TO 367' 3.00' 3.00' <1.00' te. e d n%M°difi.d Pr oa"say. sc
<br /> THE BOTTOM OF THE AGGREGATE OR MANUFACTURED PRODUCT INSTALLED PER Silt/Lean Clay (1.10m) (0.91m) (0.91m) (0.3pm} Flnbhedgradem pm d.pmi,,, AS SHOWN 08/19/24
<br /> 6. COMMERCIALLY MANUFACTURED FRP PUMP WITH SUMP IS ALSO SUITABLE. drai"age. a"°.
<br /> MANUFACTURER'S RECOMMENDATIONS FOR INTENDED USE.
<br /> PERMEABLE PAVEMENT' 1 KEYSTONE WALL DETAIL 4 2022161
<br /> x NOT TO SCALE - NOT TO SCALE C3.0
<br /> N
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