|
//ya % _} L(SY)777856 8 P c -
<br /> c 09 RIM 87 78
<br /> / / COLLEr+E `1 - Yi j°- ._. I(E)-78.56 .PVC
<br /> M /// , s 2�Ip
<br /> E(E) ,5 6-4"PV� M I T H U N
<br /> "./h ^ / O •- ..'�•/ ` P /DROP IRR 1Y IE(E) 78.68�4"PVCiJ
<br /> M L/.!'X::• r } / / i' CB20 bYPE 2 I/ S � E RANCFti . _ sEAT76>:IrlarSs,,zalwa.Lanwav,xz6oRE:85.Of o NDscnPl'.q .r(Lu " a A i} " a� L LEGEND FOOTING DRAIN a e 011206.6P3.334
<br /> f / .. ,� ,.. - ..- �,� C3.01 Sem WA se
<br /> - IE:77.7 (SE,NE) 12 :: LANDSCAPED IRRD4 ', S4
<br /> ' 77,
<br /> BAN FRANCISCO I880 Market Street,4300
<br /> E.77.7 (SW) 18. San Fre and CA 941041415.956.M
<br /> ✓ a,' {{ kd[ RAIN PIPE
<br /> LID UNDERDRAIN
<br /> L ✓;t;{1:R LA9 ANGELE815937 Adams BAtl
<br /> s gp STORM DRAIN PIPE m
<br /> L 0
<br /> r C.1-C CA902321323.9372150
<br /> CATCH BASIN TYPE 1 mman.eem
<br /> Box / ObGKa = i� c_ r aA/ ■
<br /> ,•��;q- % // �. ./. 61 BIO RETENTION 1X� S ,,.•^`
<br /> Es "/ / � � '.ii 12"PVC \ ® Q/ PLANTER " ., / BIO-RETENTION O CATCH BASIN TYPE 2
<br /> e _ / /"' - 4 CONC BENCH •I IANDSCAPEU
<br /> / 12"PVC \ / SD \ o �,'.' „c,_ {n} -SD- SU PLANTER 1':. HYD 1 E
<br /> CONC BF Nc..I ■ YARD DRAIN "
<br /> C3.01
<br /> 728 134th SUeel SW We 2W
<br /> 8.3' IGI-I Ewd Weshi n 98284
<br /> BIORETENTION CELL rJ 9q�I�9
<br /> �� Q \ MATCH,,y�,�TOM OF SWALE O RR BO a w.r65-741-8800
<br /> SWALE / ELEVAIT TO
<br /> �/ // GRATE ELEVATION P esl.' FCR AG CRASS y 6'HI GA E
<br /> /-
<br /> CH mM=assa 7 GRAVEL TRENCH DRAIN ]
<br /> /':. •/ / ° IE(SC) 7823•-12"PVC-� � I®BOX , T';. LP DUMP ER RPEA
<br /> STCB 965 RIM-9.68 / - - '� �/ 4
<br /> / •`j 8"PVC N RI 07.41 / `) / ?/ 179LF 18' SO IE(Nw) 7839•-12"PVC Q/ \' C3.01 PROJECT
<br /> 3' CPP N IE ® 0.50% IE(N) 7II 3J�8"PVC
<br /> 5 / 6"PV{: .PIE=81.4 / �-. yo IF(SE) 79.34.•P�"PVC/ '\ `W "O- q Learning Resource
<br /> RIM-_83.3, I •7 CRASS
<br /> 'r W CLEANOUT J
<br /> CO C3.01 Center
<br /> /SWALE / Q IE 78.6 2 4 p \�\ ...,. LOCATION
<br /> CB12, TYPE 2-54" 10 Co \ ` e O 2000 Tower Street
<br /> y / POLE BASE (SEE EL1.01)
<br /> s / I / �' � CB6,TYPE 2-54"10 co RIM S�, SOLID LID Vv \ , ry .,�
<br /> SOLID LID / IE(Nvr,NL) O RE:85.2 wv a I Everett,WA 98201
<br /> f 36LF 12" SO
<br /> /r A Ada
<br /> / c$ RE:89.0 IE:80.8 (SW) 6" ,:
<br /> E:83.5 (S) 6" o/ 4'7% IE:80.3 (SE,NW) 12" \
<br /> IE:80.0 (SE) 6" 100LF 6"SD y h Y \ \ /
<br /> / \ y IE:78.6 (SW,NE) 18" / 0 0.8%, O 6 p } \ / / CONSTRUCTION NOTES PREPARED FOR
<br /> F.'j/ j 4raal 1v 3ea+ y,1 / SD SO Everett Community
<br /> P 1 CONNECT TO SEWER MANHOLE. CORE DRILL 12" PIPE OPENING.
<br /> -27LF 6"SD \
<br /> pCN��g•te,� / 0 2.56% 4'6/7 2" S `� o �A 2 College
<br /> :.
<br /> 9 O O O v \ ® 0.75% \ `,�' CONNECT TO EXISTING CATCH BASIN STRUCTURE.
<br /> / / / / °;` O I- - - - - - - - - - - - - O `r0 \\, 3O POINT OF CONNECTION FOR INTERNAL ROOF DRAIN LEADER. SEE
<br /> o / y \ PLUMBING FOR CONTINUATION.
<br /> / / .� .. - FD
<br /> \
<br /> / 38LF GRAVEL p 40 ADJUST GRATE TO NEW GROUND ELEVATION.
<br /> iy I'1 TRENCH DRAINO \
<br /> 3 CB14, TYPE 1
<br /> q IE:81.75 3 IE:81.75 5O CONNECT GRAVEL TRENCH DRAIN TO DOWNSTREAM CATCH BASIN.
<br /> LIGHT POLE BASE SOLID UD yl' \ / O
<br /> 26LF 4" SD ® CONCRETE SWALEe CB13,TYPE 1 RE:85.3 6 CONNECT TO STORM PIPE WITH WYE FITTING.
<br /> 2.0% MIN. 0.5% MIN \ (2' DIA x 5' DEPTH), IE:80.7 S NW 12
<br /> W j S C3.01 SOLID LID TYp ( , ) �\
<br /> / i. O rn ✓ 7 INTERCEPT AND CUT EXISTING PIPE. PROVIDE CATCH BASIN STRUCTURE
<br /> $ // RE:86.5 O
<br /> IE:81.6 (S,W) 6" 49LF 12"SD cD \ ; AS NOTED.
<br /> € x c I e 0 0.82% \
<br /> / •; yo A O 180 PLACE UNDER-DRAIN PIPE AT TOP OF GRAVEL SECTION. SEE DETAIL
<br /> LOOP- / l �% sLF 2 LEARNING RESOURCE CENTER",\ % 6/C3.01
<br /> (r(P) / TRENCH A IE:81.75 3
<br /> 8 LOF618" SD DRAIN C3.01 TOP OF SLAB = 86.0' /a b / / \ \ yJ CONNECT FOOTING DRAIN TO DOWNSTREAM CATCH BASIN OR STORM
<br /> / YD11 LP \ \ �I PIPE, 6" SO 0 1.0% MINIMUM
<br /> / CB7, TYPE 2 W wn E.VAI-VF
<br /> STD GRATE 28LF 6" SO 0 0.54%
<br /> 35LF GRAVEL SOLID LID \
<br /> fi ws7.i N r 5 RE:85.6 \ �js \ 10 PROVIDE FLOATABLE MATERIAL SEPARATOR AND/OR GAS TRAP PER COE
<br /> g yh
<br /> TRENCH DRAIN RE:87.8 \ 23LF 12" SD f� \
<br /> 1Y`.corac� e� �� O � IEs82.6 (S) 4" V //' / �A� � J"_ O
<br /> N u
<br /> 1s ca�.z'yw,lE o IE:83.8 (SE) 6" � W1 2.17% 2 / �/ �\ ,. �� lr
<br /> 62LF 18" SD IE:79.1 (SE 18" \ B taM-__.4g / 11 ADJUST LENGTH AND LOCATION TO PROVIDE 10.0' MINIMUM HORIZONTAL
<br /> / ( ) 3 IE:80.75 //IL N s2n rVC
<br /> Pvc As sERvcE SEPARATION FROM EXISTING WATER MAIN.
<br /> / 0 0.65% 0 \ \\ RBD5.7 L(sE) IIz� s c � _ .) A
<br /> 6" J\\ �s CONDUIT soiz P 12 PROVIDE C900 CASING PIPE EXTENDING 5 FEET ON EACH SIDE OF �C wna��t
<br /> m k\ \ WATER MAIN CROSSING. INSTALL STORM BELOW EXISTING WATER MAIN. v Htyc P
<br /> �. IE:81.1 (E,N) 12" s � des s r
<br /> t - _"��.' }
<br /> 4ao e1 s, TYPE 1 ," NDUI r y---.r� \ / G NOTES:
<br /> TDu<GRATE
<br /> 6" SD O Q 2 RE:B¢:6 \ \\ f \ I 1. BEFORE COMMENCING CONSTRUCTION OF STORM SYSTEM VERIFY �o�F aE 51509 Eo i4�
<br /> crsre4 v^
<br /> s s P1PL O ® 0.56% IE;81.6 (W) 12" , / "s� / \ LOCATION OF EXISTING STORM PIPE AND INVERT ELEVATION. IF °S�oxAL¢T
<br /> CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. 5/14/2021
<br /> CB18,TYPE 2
<br /> 6 66LF 6"SD SOLID LID \ \\ // \ / / r_ a 2. UTILITIES SHOWN ARE BASED ON OBSERVATION OF SURFACE
<br /> 0 0.61% / FEATURES AND SCHEMATICS. PROVIDE AND PAY FOR A LOCATE
<br /> x <\ Sp SO RE:85.8 / " \ ' I SERVICE TO LOCATE AND MARK UTILITIES. LOCATE UTILITY
<br /> 18LF 4"SD IE:80.6 (N,SW) 6" / S �' \ , CROSSINGS BY POTHOLING BEFORE COMMENCING CONSTRUCTION. aE a�eNn
<br /> $ f } III - 0 0.50% MIN ,C '�Zr O G 1Q 02/OB/21 PERMIT RESUBM11TAL
<br /> 3. SEE DETAIL A/C3.01 FOR TYPICAL TRENCH SECTION
<br /> BIORETENTION
<br /> III 68LF 18"5P CELL-3. STORM DRAINAGE NOTES: 03/12/21 2ND PERMIT RESUBMIRAL
<br /> co ti 3 ss B8, TYPE 2-54" ® 0.59%
<br /> IE(N)--9,.5.•�G"PVC \ STD GRATE III 25LF 6" / .t �\i� `SO 05/14/21 3RD PERMIT RESUBMERAL
<br /> € RE:85.8 -� UNDERDRAIN / c�j \\ / .�E ,.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT
<br /> IE:80.2 (N,E) 6" B // INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE
<br /> a ` •'•'• -'`'• \ J 't / / r" CITY OF EVERETT.
<br /> IE:79.5 (SE,NW) 18" 34LF 6" / /
<br /> a \ ` UNDERDRAI \�'
<br /> 78LF 12 SD a CB9, TYPE 2 YD2 / v 1, TYPE 2 4' / f
<br /> ® 3.97% 1n / BEEHIVE GRATE �OLIP. LID / / I 2•ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVEREIT DESIGN
<br /> - ` BEEHIVE GRATE \S / AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA
<br /> /
<br /> x - i '�' RE:83.5 RE:84 9 /v;,'
<br /> RE:83.8 - / �� STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
<br /> 42LF 12' SO 5� IE:80.6 (E) 6" / IE:80.9 (N,S) 6" IE.80.8 (S) 6 / / r (CURRENT EDITION). a a s
<br /> `s .179.7 (W,E) 18,t 0 7.86% CB17, TYPE 2 IE:79.9 (SW,S) 12" / 6 1 > 121
<br /> s \•`` LID LID IE:794(NW) 18" / CB2, TYPE 2 BIORETENTIyN 8 II �- / ( 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM -er n
<br /> F _ RE:86.1 � SOLID LID CELL 10 1 I, I I i,.,: AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR MAD
<br /> IE:80.5 (SE) 6" N 57LF 12'SDI --- �0 I I SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID
<br /> W ,s 77 CB11, TYPE 1 a 0.53% r/ // RE:84.2 � DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN, IF CONFLICTS WITH EXISTING
<br /> 3 IE:81.0{S) 6" \ / IE:80.5 (N,W) 6" \ I " UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> 1 a SOLID LID IE:80.2 (N) 12" \ / IE:80.5 (S) 12" 1 SLF16"'SD �' a o e
<br /> RE:89.5 \ BIORETWON I\ PUBLIC WORKS INSPECTOR AND ANY CHANCES REQUIRED SHALL BE APPROVED MAD
<br /> s STCB 271E RIMS 3.03 BIORETENTIONO 0 0. 6" SD IE:80.1 E 18" ® 2.67%
<br /> 5 g 12, CONe sett-gsa 5,_\ IE:86.3 NW,N 12" CELL-4 \ / CELL-6 O SD S I BY THE CITY
<br /> ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION e.»� Me�eP6
<br /> z -P g� A ( ) 16LF 6"SD ® 0.50% SD So SD I•� \ _I ON THE PROJECT.
<br /> 30LF 6"
<br /> CB10,'E PE 2 P % 30LF 6" �$D_ 64LF 18" SD 28LF 6° �a� JFJ
<br /> s 1 �� OJT i t., UNDERDRAIN UNDERDRAIN I �S I 4.ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS
<br /> Y f{' BEEHIV GRATE Sp a UNDERDRAIN O 0 0.63%
<br /> RE:87.5 0� - SD vJ 1 MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING
<br /> e 1 IE:84.3 (S) 6° ;•U�• : : ' CONSTRUCTION.
<br /> 28LF 6" SD
<br /> IE:83.0 (SW,N) 12" ® 1.42% 70LF 18" SD
<br /> 12 12F 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO
<br /> 30LF 6" 1 1 1 BIORETENTIONYD3 ® 0.5 WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR
<br /> 3LF 6 80 %
<br /> ` g r UNDERDRAIN YD8 UNDERD N YD9 CELL-8 BEEHIVE GRATE 84LF 12" SO WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT
<br /> / \ BEEHIVE GRATE
<br /> kl0 . . 7
<br /> BIORET
<br /> e h� f j nr CELL-1 IE:81.8 (N,E).6" IE.80. E 6" EE8130 (W,E) 6" y BIORETENTION
<br /> s ! CELL-1
<br /> BE HI G TE ;RE 8385(NW ) O ® 0.60% L 12'
<br /> r
<br /> § --' C
<br /> B `a te q2P I d C83,TYPE 2 17LF 6" SO BEEHIVE GRATE TYPE 2 CATCH BASIN NOTE:
<br /> g ( IW III ® 1.18% BIORETENTION RE:84.3 I ) SHALL BE _
<br /> SOLID LID
<br /> CELL-11 j UTYPE CATCHDIAMETER
<br /> RE:85.3 IE:81.1 (N,E) 6° 7- V r Cy i STRUCTURES, UNLESSSNOTED OTHERWISE.
<br /> x m x IE:81.1 NE,SW 6" h it
<br /> 30LF 6" YD7 ( ) 30LF 6„ 1,
<br /> UNDERDRAIN YD6 IE:81.0 (SW,N) 12" p;•;•;•' ;• UNDERDRAIN ,1 TRENCH DRAIN NOTE:
<br /> E BEEHIVE GRATE I
<br /> RE:86.5 BEEHIVE GRATE Imo` .
<br /> e I - I! IE:83.2 (W,S) 6" RE:84.5
<br /> I� 8 CELL-7 IE:81.9 (W,SE) 6" SO I a l; 1 LONATIDON PRE-SLOPED UNITS. SLOPE TO OUTLET PIPE
<br /> CELL-7
<br /> YD4 PI
<br /> RETENTION
<br /> / BEEHIVE GRATE �1
<br /> ¢J
<br /> SO � 30LF 6" SD RE:84.5 I I ( I 1 Jr I
<br /> s
<br /> e 00.67% IE:81.3 (E,SW) 6 I,I i 3
<br /> ` L BIORETENTION o - 30LF 6" SD • ` 50 ( nI
<br /> 28LF 6" SD
<br /> CELL-2 ® os7% 0 0.71% So _ r SSMr 7425 RIM=85.1 I 1 CITY OF EVERETT
<br /> . . . . . .
<br /> -'-'•'
<br /> `e CENTER CHANNEL 83.75 ( III 30LF 6" YD5
<br /> UNDERDRAIN / IlI �s 0®UCNN�sw / a
<br /> g .gg LADDER N FLOW SE I _
<br /> g Sp SD SO BEEHIVE GRATE / / I �I II REVIEWED FOR PERMIT
<br /> 4'u;oy a� II SD cF,_r cLL,m' ,,.°2 i i I R
<br /> 30LF 6"
<br /> S SD UNDERDRAIN RE:84.5
<br /> [� STORM DRAIN PLAN
<br /> € F a !I IE 81.3 (W,NE) 6"
<br /> Nrl ( CBS, TYPE 1 4
<br /> yl 138LF 12" SD
<br /> SOLID LID 150LF 12"SD C64 TYPE 2 I `
<br /> J
<br /> RE:87.3 0 0.80% SOLID LID ®A.51% BIOL 9NTION
<br /> _ : II v/
<br /> IE•83 0 N 6" RE•85 9 /
<br /> a n (NW) j
<br /> e 904.0.
<br /> i I !} III IE.82. O 12 IE:81.7 (W NE)"12 1904.00
<br /> _.-.0 _ E
<br /> W "
<br /> g X`j II�`. C819, TYPE 2 10 / SCALE IN FEET 0511412021
<br /> BEEHIVE GRATE
<br /> r RE: 86.6
<br /> i
<br /> IE:82.8 (E) 12" �/ \ ,I 20 o zo 40
<br /> v � � :•i „i-._.,. I�, � - BIORETENTION �
<br /> -5 IE83.4 (E) 6' I
<br /> v
<br /> N
<br /> >k `
<br /> 9a"enn
<br /> 24LF 6" PERMIT SET
<br /> - --
<br /> w UNDERDRAIN ©2016MITNUN INC.
<br /> I I'
<br />
|