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NOTES
<br />6 11
<br />Y
<br />A
<br />RED BARN GROUP, INC.
<br />6610 NE 181 ST ST, STE 2
<br />KENMORE, WA 98028
<br />PH. (206) 200-7174
<br />REDBARN-ENGINEERING.COM
<br />ASTM D3034 SMOOTH -WALLED PVC PER COL 1 ' °
<br />DESIGN AND CONSTRUCTION STANDARDS AND SOLID LIl) SAP 1 398 I RIM=39.62 " RIM 39.18 P4 GRASS FENCE SEE LANDSCAPE I
<br />SPECIFICATION (DCSS) RIM=39.00 TS 40.23 9e \ S2 IE=36.80 8 E,W-� IE=37.75 / ' - Storm
<br />BS 39.68 Q AD #7 8 SE 39 0 SHEETS FOR HT, MATERIAL
<br />5. STORM DRAIN SYSTEM SHALL NOT BE TIED INTO IE=35.01 N,E " I RIM=40.00 " S3 a L W POINT AND DETAILS, TYP � I 8"
<br />FOOTING DRAIN SYSTEM. FOOTING DRAINS SHALL BE 1' HIGHER THAN SD AT CB/AREA DRAIN
<br />CONNECTION.
<br />6. ADA ACCESS ROUTES SHALL BE INSTALLED AT
<br />GRADES SHOWN. ANY DEVIATION REQUIRES
<br />ENGINEER TO REVIEW AND APPROVE.
<br />LEGEND:
<br />TYPE 1 CATCH BASIN PER COE
<br />❑ STANDARD PLAN 402
<br />® TRENCH DRAIN
<br />4-IN/6-IN RDCO CLEANOUT
<br />(JR SMITH 4020 W BRONZE
<br />■ GRATE OR ZURN, SIMILAR) ADJ
<br />TO GRADE L-
<br />c
<br />_--------_ SCH 40 PVC PERF PIPE, SEE I
<br />NOTE 4
<br />STORM DRAIN, SEE NOTE 4
<br />NDS AREA DRAIN PART #1200
<br />® W/ BLACK GRATE LID (COLOR
<br />DETERMINED BY LANDSCAPE
<br />ARCHITECT) �I
<br />I
<br />o PORTLAND CEMENT CONCRETE
<br />PER LANDSCAPE PLAN -
<br />D D 6" CONCRETE PANELS B
<br />c
<br />OVER 6" CSBC C2.3
<br />CONCRETE PANELS C I
<br />°77 °°77 °°77 °°° °° °° °° °° °° °° ° ° OVER 6" CSBC C2.3 I
<br />6" ASPHALT OVER
<br />4" CSBC, OR MATCH EX C2D3 c
<br />WHATEVER IS GREATER
<br />SA POST -CONSTRUCTION SOIL
<br />AMENDMENTS
<br />24.00' ,
<br />Vault �i 9LF8"SD00.9%
<br />AD #38
<br />FOOTI N EG 37.8f EG
<br />CONNECTION
<br />RIM =37.50 1
<br />IE=34.13 8" S,W ,
<br />IE 35.83 4" N-PERF N 3&00
<br />CB #1, TYPE 1
<br />RIM=37.69 1 EG 37.9f
<br />IE=33.91 8" E,W
<br />8 LF 8" SD ® 0.80'% � EG 37EG 34 .
<br />6" CONCRETE CURB, (SEE EG 378t
<br />LANDSCAPE PLAN 3/L1.2 TC
<br />1,
<br />RIM=37.81
<br />IE=33.02 18" N,S
<br />IE=33.84 8" W
<br />IE=33.15 8" NW 14 LF 12"
<br />IE=34.00 8" PERF E SD ® 1.0%
<br />18" SD
<br />S D M H 48' O N C 24" NYLOPLAST
<br />RIM=37.38' WEIR STRUCTURE
<br />Z IE=32.36'(18"PVC-N) RIM=37.62
<br />Y IE=32.13'(18"PVC-S) I IE=34.14 12" E
<br />a IE=32.43'(12"PVC -E) I IE=34.14 8" W
<br />rn G 3
<br />a -SCnEG 37.7f '
<br />N-RIM=37.76
<br />3 LF 6" SD ® 2.0�
<br />�-
<br />n*i S-RIM=37.69 _N 1.
<br />o CHANNEL(FLOW-E 1 IE=35.28 6" N
<br />M 42"CONr ,,-E) EG 37.6f
<br />N POST -CONSTRUCTION
<br />N 4 5 SOIL AMENDMENTS
<br />C3.1 FOR ALL SOFTSCAPE
<br />AREAS (TYP)
<br />c
<br />12" HDPE DETENTION 3
<br />PIPE 28 LF ® 0.5%
<br />1 EG 37.3f
<br />W
<br />U _
<br />W / U
<br />6"CI W 6"CI w
<br />CD
<br />Q
<br />o /
<br />EG 37.6f GATE
<br />x � �
<br />N
<br />N
<br />aa.uu CONTRACTOR TO GRADE 39.02 50 L 6 qp #10 ,;,; 3.1 SLOPE MAX.
<br />FLUSH WITH RIM=38.95 " -39 SD ®1.OX AD #39 RIM=38.90 :- , MATCH TO EXISTING
<br />1. ALL WORK SHALL BE DONE IN ACCORDANCE ALLEY
<br />ALLEY TO DRAIN IE=37.49 6 N RIM=39.20 IE=36.03 8" S
<br />WITH CITY OF EVERETT CURRENT STANDARD - - _ p IE=35.90 8" N,S IE=37.03 8" E
<br />SPECIFICATIONS. �- -
<br />2. ALL GRADES SHALL SLOPE AWAY FROM BUILDING
<br />FOR 5'. WHERE SOFTSCAPE IS ADJACENT TO 39.
<br />STRUCTURE GRADE SHALL BE 0.5' BELOW
<br />FINISHED FLOOR.
<br />3. LID FEASIBILITY WAS CONSIDERED FOR /
<br />INFILTRATION, BUT DUE TO SITE CONSTRAINTS
<br />WITH ELEVATION HEADED TOWARD STRUCTURE IT WAS DETERMINED TO BE INFEASIBLE. AS WELL
<br />AS A PIT TEST CONDUCTED AS SHOWN.
<br />4. "SD" OR "RD" ON PLAN REFERS TO SDR PVC 35 391
<br />TRANSFORMERAD f
<br />-
<br />A / '••
<br />/
<br />•
<br />01.4%
<br />GENERATOR
<br />French Drain
<br />91
<br />�:
<br />- -• _
<br />- -
<br />-
<br />■■■■�.■��■
<br />• ., ■
<br />�I I ■ram- -���■■■■►
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<br />1
<br />,
<br />TITW■■■
<br />IIMMMMMMMM
<br />NMMMMMMMMMIWIMM
<br />AVERS TREE DRIP
<br />it I
<br />PERF PIPE SEE
<br />-0
<br />'EME
<br />PROJECT NAME:
<br />ERC Evergreen Manor
<br />AREA [SF]
<br />AREA [AC]
<br />Property Area
<br />1
<br />24,937
<br />0.57
<br />Total Site Area (Property Area + Vacated Adjacent Land)
<br />45,746
<br />1.05
<br />SURFACE
<br />DESCRIPTION
<br />AREA [SF]
<br />AREA [AC]
<br />51
<br />Roof Area
<br />14,593
<br />0.335
<br />S2
<br />On -Property Concrete Walkway
<br />3,094
<br />0.071
<br />S3
<br />On -Property Pavers
<br />979
<br />0.022
<br />S4
<br />On -Property Permeable Pavement
<br />150
<br />0.003
<br />S5
<br />Off -Property Permeable Pavement
<br />8
<br />0.000
<br />S6
<br />Off -Property Concrete Walkway
<br />1,526
<br />0.035
<br />S7
<br />Outdoor Room
<br />125
<br />0.003
<br />S8
<br />Off -Property Summit Ave.
<br />4,690
<br />0.108
<br />59
<br />Summit Ave Fire Lane Grass
<br />1,635
<br />0.038
<br />!__
<br />IS IE=36.99 8" N,W RIM=39.42
<br />_�.■■�■■■L.--J■- ��■■■■■■■■■ ■■ I■I�■■■
<br />• . - % �:• -
<br />EA WALL AND FOOTING DRAINAGE
<br />VES
<br />\■MOMM
<br />40.23
<br />• • ' .�. == �e-fie- ate___■_- _■_--,� DECORATIVE
<br />ILA-• - _��l�i�a��1�r���� _ - - • • - DETAILS
<br />23
<br />• `� .1 �, I i •.
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 11/21/2023
<br />" / IE=36.36 8" a c� IE=38.31 " .
<br />IE=34.71 8 E,W - - - IE=38.64 4 SE
<br />IE=34.75 4" N - IE=36.69 4" RD I - - - ° ° ° `
<br />40.13
<br />28 LF 8 .8r°6
<br />" SD ® 039.75 FOOTING DRAINAGE - 40.23 I ° Mill ° a ° ° MIN a 40 06
<br />L 4"RDC0 SEE SHEET C2.1 40.23
<br />�Qj AD #2 AD #13 RIMA39 80 14 40•23 4" RDCO J/ 1� \ 29 LF 8"
<br />RIM=38.1 RIM=39.72 IE=37.62 8" S 40.23 IE=39.18 40.14 SD ®0.6%
<br />IE=37.32 8 N,S __ _________
<br />IE= 34.48 8" E,W Revision IE=37.65 4" W IE=37.95 4" W r#41.50
<br />IE=34.52 4" N S1 5 CONNECT 4" RDCO (INFANT c Bi .13
<br />PROPOSED BUILDING C2 2 DOWNSPOUT TO IE=38.70: PLAY
<br />RD TIGHTLINE TO 40.23 AREA
<br />4"RDCO Oil Seperator DEC ATIVE PAVERS SEE rj FF: 40.25 S1 AREA DRAIN #17 PERF PIPE SEE A2
<br />45 LAN CAPE PLANS �TYP) C2.2 24 LF 4 RD 02.0% " �
<br />" LANDSCAPE 4L5o \
<br />o SHEET, 3/L1.3 ° .13
<br />33 LF 8" SD 0.8% 9 LF 4" RD ® 2.0% AREA DRAINS IN PLAY GRASS AREAS ARE ADJUSTED TRENCH DRAIN I Tr�50
<br />.31
<br />4" RDCO DOWN 5" FROM SURFACE TO BE BENEATH SAFETY IE R38.48 8� I Tri1:4L5o 40.21
<br />AD #40 AD #22 AD #23 AD #24 FOAM AND AGGREGATE, SEE DETAILS SHEET L1.3
<br />IE=34.80 RIM=39.75 RIM=40.00 RIM=39.90 RIM=39.90 DATE:
<br />CLEANOUT SHALL BE PLACED IE=35.75 4" N IE=35.00 8" N E IE=35.12 8" N,S IE=35.42 8" N S AD #25 I 2 ° bt
<br />SETWEEN DS AND COLLECTOR OF IE=35.33 4" S� IE=35.45 4" W IE=35.75 4" W 40•23 DAYCARE RIM=39.96 a
<br />DOWNSPOUT COLLECTOR (TYP) RESIDENCE ENTRANCE 4023 ENTRANCE IE=35.67 8" N,S CONTRACTOR TO I -ASS w4io.iN � APR 9, 2023
<br />�-' S1 HAVE GEOTECH
<br />4 5 4" RDCO X X _ - J � �� - _ _ IE=36.00 4" W TW: 41.50 40.E
<br />AD o - - I RIM=39.75f a a - - - - - - - - - L;�7 - - - ° - - - a 13 LF 8" SD ®1.Or°b PRIOR TO INSINSPECT TALLING BW 1.50 S K C - 9 A
<br />=37.40 (ADJ) IE=35.71 ° $g �,
<br />IE=34.21 8" E,W I 40.23 ° ° CO ED a bt PLAY SURFACE I 41.50
<br />IE=34.21 4" RD N • 5 `a 40�5 cv a 40.23 AD #26 W/ HEEL I ,o
<br />I 19 LF 4 ° PROOF LID AD 31
<br />4" RDCO " SA I RD ® 2.Or°6 40 7 ® " Ds a I RIM=40.21 " RIM #39.71" 40.23
<br />19LF4 - s 40 4RDC0 s rn¢
<br />IE=34.27 - - - - - - EA S 40.05 IE=35.80 8 N,S IE=37.5 8 E
<br />" RD ® 1.1 p o 10 LF 8" IE=36.13 4"W AD 29 4150 4 M French Drain
<br />1 14 LF 8 p 40.05 SD ® 1.0% x
<br />SD ® 0.99b " RIM 41.10 I 40•19
<br />AD #20 17 LF 8 a 12 LF 8 " 39.75 ° 4 AD #27 4" RDCO IE=36.27 8"N S �41.21
<br />AD #19 RIM=38.90 I ❑ SD ® 0.7% 30 LF 8 SD ® 1.09b
<br />39.99 2% RIM=40.10 IE=37.00 IE=36.60 4"W *.40.15 TW/8W.41.95 DN x
<br />SD ®1.Or°6 25 LF 8" SD ®1.09�
<br />0� RIM=38.10 " IE=34.72 8„ N Iv ❑ VAULT S2 I IE=35.90 8" NW,W "
<br />IE=34.01 8 E,W IE=34.55 8 S I
<br />ADA ACCESS " 13 LF 8 SD ® 1.0% DA ACCESS
<br />IE=34.05 8" N " I 8 SD IE=34.00 ROUTE #1 ADA ACCESS I IE=37.50f 4 W RD - „ ;; b ROUTE 3
<br />® IE=34.55 4 W �n a T�.�0 # w x x
<br />a ° LANDSCAPE AREA ROUTE #2I _ _ J
<br />aV W J '
<br />-- - - - - -- ---I UQ
<br />----- - ------ ----- -
<br />- ®0.6r°6 SD Revision �p S2 �- - 17 -41.40 U 3 x
<br />33 LF 8
<br />SIS
<br />a \ °4 \ \ � °�❑a°° o°-.,°°39,9°�..°°.�8\0 W3O�9ID2�9H�Tr°e°n°.ch aDrQai4. n
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<br />85SD 01.5% SA RIM=41.30EG 39.1t AD #21 1.02 IX 41.59 IX
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<br />zS5 30 LF 8" IE=37.00 8" WS 4205
<br />=� RIM39.40 SD 01.0% 4RDCO15 LF 8" EX SIDEWALK $IE=34.89 8"WS 7 LF 8" SD ®1.0% EG 40.4 # EX SIDEWALK IE=37.00 SD ® 0.7% TO REMAIN EG 38.5t EG 39.0t P - - 4A I / I3912 12" CONCRETE URB, SEE a EG 40.41 RIM=40.50 TO REMAIN �15 4215 w wLANDSCAPE PL 3/1.LU
<br />EG 3&2f EG 3&3f T6/8c IE=35.97 8N,SW 30 LF 8 SD ® 1.0% EG 41.73t Q w
<br />znLL
<br />10
<br />EG 3&7f LU
<br />39.24 3939 39.72 39.88 TC/8C
<br />EG &1f 3&27f EG 3&44f EG 3&77t EG 3&89 •55 0f EG 4TC/8C
<br />G 37.93t .
<br />CC C8EG 40.27f EG 40.46f EG 4065f EG @ EG 41
<br />TC�C EG C EG 3&61t CC TC/8C CC TC.C C TC TC C TC c a
<br />c°
<br />39.99 BC54 LF 8 S9 33M8•95B�O
<br />D ® 1.6% 17 °°°°°° °° °°° S9 41.•41.78 Iz z
<br />P°°°° °a°°°°!° °17 °17 °° N Tc/ec /BC EL_ LU
<br />° iatv"A
<br />° VACATED OW
<br />77717777°°° °° °°° °°°° 42E8
<br />° NO VEHICULA TRAFFIC 17 17 17 17 171 °°°°°° °°°°°° ° °° °° CONCRETE
<br />°° °3&24 �
<br />�°°°°°bt °° °739.° °°° °°° 1 °°° URB, SEE
<br />°°1717 �� ° S9 40.65 AApCCAPE
<br />°°° ° �°°°°°°040.26°°°°° °° °°°°°°° o
<br />°°° °°°°° °° °°° 82000 °°°° LAN
<br />° °°°°°°°° °°17 a °°°° ooq 044
<br />°°° °°° °°°°°°° °°° °°° °° ° °°°
<br />°° °°° aaa aaa °°° °aaa °°°° , 40.26 415
<br />°°° 17 °°�< °°1° °°°°°°°° 7°° °°° °°°° 39.13 °°°°°°°
<br />° °° °°° °°°°°°°° 7 °°° °° °°° 7171717
<br />°° °°° °°°°°°°° °°° °06J 39.9.35 °°° °°°° ° °°°°yC° °°37.52 37.91 °°°°°° 3EG 42° I
<br />°° °°° 3&7°° °°°°3.EG 42A°°°°° °7,7 ° °°° ° ,9 °°°°'60°° °°° °°° °° 37.70 37.81 1717171717 °°° °° 7 °°°° 17
<br />°°ft
<br />°41,39 °°9.27 � \ EG
<br />Z
<br />��> 41.48I° ° ° °° UMMIT AVE°°° ° ° ° °°°°°°° LJ
<br />°°°° ° °°° IV °° °°°°° °°°° °°° °°°°° °°° °°° °°°°° °
<br />39.25 °° 39.46°° °°°°°°°° FIRE LANE
<br />°°°°°°�° °°°°°°° °°°°°- SECTIONH�
<br />717 a 40 p 0 LLJ
<br />37.72 °° 35 a°a�°
<br />°a°39.19 °aa oW 41.088aa
<br />° °°° ° 40.87
<br />37.82 43&4 ', ', 4 4 4a41.55 30" W 88 -40.72 � F_DRAIN, 3s.50 4140 2f TYPE 1 TRENCH 4 417Ru=37.48 8 LF 6" SD 02.0% LOAD RATING AND ADA .30" SS
<br />3&81 IE=35.34 6" N,S &46 RIM=39 28 � 8J7
<br />I S 3&13-38.29 SS S8 OIE-3J.30 6;S\ 8
<br />4 \\ �4
<br />� 473 �J W37.97 C9.40.1540.42$$040404 4 co VD V)
<br />7
<br />� 311138_bt SHEET NO..
<br />/ &21 40.11 40.64
<br />S40.65 EG 421f C2.06"CI W 6"CI W 'C 6.CI W EG 426f RB PROJECTEEG1EG 41.5f EG 42&8f EG 39.Ot EG ..22f 4f&&�EG �4•9t GATE NO
<br />EX SIDEWALK TO REMAIN 4o.1t G 3&9t .20-0097
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