2514 RAINIER AVE 2017 Utility Plans 2022-10-27

REVISIONS 80 80 80 80 80 80 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE I ----------- EXISTING GRADE EXISTING GRADE 75 --- ----- n - 75 •75 - - ----------------- ---- --- 75 75 r� A __ - - - r,-L75 • - 90LF8"SD@0.4% 52LF"8"DI@1.8% 04% 100 LF8",SD@1.1% 76 LF8"SD@0.7% F8"DI e° 31 LF8"SD@18'/° LF8"SD@ 84 0.5% 70 ° 70 70 - 70 70 - _ 70: CB#10 CB TYPE 1P "TCB#5 CB TYPE 11.4$" CB#12 CB TYPE IP -CB#11 CB TYPE IP CB#10 CB TYPE 1P- v., RIM=76.05 RIM=76.04 RIM=76.06 -CB#3 CB TYPE IP -CB#16 CB TYPE I -CB#4 CB TYPE 1P -CB#15 CB TYPE I CB#5 CB TYPE II•d8""rill Z RIM=76.06 RIM=76.06 IE=73.45 8"(OUT)S IE=73.}0 8"(IN)N IE=72.04 8"(IN}N RIM=76.87 RIM=76.87 RIM=76.83 RIM=76.88 RIM=76.06 65 lE=72.04 8"(IN)N IE=71.50 8"(IN)W 65 65 W/VANED GRATE IE=73.10 8"(OUT)S IE=72.04 8"(OUT)E I 65 65 IE=73.83 8"(OUT)S IE=72.87 8"(IN)N IE=72.70 8"(IN)N IE=72.13 8"(IN)N IE=71.50 8"(IN)W 65 I IE=72.04 8"(OUT)E IE=71.50 8"{IN)N �.�_ W/VANED GRATE W/VANED GRATE WI VANED GRATE IE=72:87 8'(OUT)S IE 72.708"{OUT)S IE=72:138°(OUT)S IE=71.50 8"(IN)N-• W/VANED GRATE IE=71.1012"(OUT)E I) CB#13 CB TYPE II.54" I W/VANED GRATE W/VANED GRATE W/VANED GRATE IE=71.1012"(OUT)E g W/VANED GRATE RIM=75.14 IN/ GRATE IE=70.6512"(IN)W 0 STORM PROFILE 1 18"EX SEWER X'ING IE=70.72 12"(IN)N(EX) STORM PROFILE 2 I STORM PROFILE 3 1E43.72IE=71.50 6"(IN)E 0 IE Scaie:1"=5'V.1"=20'H Scale:l -5 V.1 -20 H Scale:1 -5 V.1 -20 H IE=70.7212"(OUT)S(EX) IIY 1E=70.85121IN)NW 0 REPLACE EX CATCH BASIN W/NEW TYPE 2-54"CB I LLI W/VANED GRATE U PER COE STD DWGS L 405,406,4t1 J COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE,SUITE 900 SEATTLE,WA 98104 80 EXISTING GRADE 80 80 80 80 SDCO PROPOSED GRADE 80 (206)343-0460 www.cplinc.corn PROPOSED GRADE PROPOSED GIIA15E RIM=76.87 SDCO PROPOSED IE=72.04 PROPOSED CONSTRUCTION RECORD _ ____`_________ _ ALL NON GRAVITY UTILITY ELEVATIONS EXISTING GRADE RIM=76.82 BUILDING EASING GRADE SEE DETAIL(17 BUILDING DRAWING - - IE=72.13 (TYP) X110 THIS CONSTRUCTION RECORD DRAWING �- IS A COPY OF A CAD FILE PREPARED BY _ _ ARE ASSUMED" IT IS THE CONTRACTORS _ _ _ __ 75 n n ___ ___ 75 75 - _ __ 75 75 ---- -- 75 COUGHLIN EDITEDIPoOREFLECTDFlELD VERIFIEDI ..._„�_- 1 INVERT AND RIM ELEVATIONS 0 27LF12" '- RESPONSIBILITY TO LOCATE/.POTHOLE OF THE 48 LF 8"SD @ 0.5% 55 LF 8"SD 0.2% 0 1 0/ • 18 F 12" i . 23 LF 8"SD AND RIME ELEVATIONS WERE OBTAINED ON IINVERT Y • @ 83 LF 2 0CO `� SD @ 3.5% " @ 1 °/ 4@6 LF 8"SD IN FEBRUARY 2020 SD @ . v r^ .3 0 ( 2.1% COUGHLIN PORTER LUNDEEN,INC.DOES AND DOCUMENT ALL EXISTING AND > =t' ..,.. ( !Ili NOT PROVIDE ANY WARRANTEE AS TO 70PROPOSED UTILITY CROSSINGS PRIOR TO Iff THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY -CB#9 CB TYPE! 82 LF 12"SD @ 1.6% . 70 70 CONNECT TO / 70 70 4'STORM xING 70 I CONSTRUCTION.OR INSTALLATION OF ANY OTHERS. " 8"STORM STUB FOR T �-- .� I �C12 STORM BOT=73.14..... RIM=75:01 ._._ I ROOF'DRAINS CONNECT TO SEE SHEET IE=72.93 8'(OUT)W • ''' 11111111 IE=71.88 EX 12"STORM (ASSUMED) C4.02 FOR WI BEEHIVE GRATE I PORTION OF NEW UTILITIES. IE=72.17 6"WATERX'INGCB#8 CB TYPE I- CB#7 CB TYPE I- CB#6 CB TYPEIi 4"WATER X'ING / IE=71.101 CONTINUATION TOP=72.00 SEE IV(ECH'L PLANS / RIM=76.09 RIM=76.66 RIM-75.96 FORCONTINU T N BOT=72,50 65 IE=72.71 8"(IN)E IE=72.58 8"(IN)E IE=72.21 8"(IN)E 65 65 6"WATER XING �� 6`5 BOW WATER SxING 65 IE=72:796"(IN)N 0 0 ••IE=72.68 8"(OUT)W IE=72.21.12"(OUT)W `CB#6B CB TYPE i TOP=72.00 IE=72.71 8"(OUT)W W/HERRINGBONE GRATE W/HERRINGBONE GRATE RIM=76.21 REMOVE EX CB GRATE WI HERRINGBONE GRATE IE=71.21 12"(IN)SW AND REPLACE W/SOLID STORM PROFILE 4 IE=68.1712"(IN)WN12 HDPE COVER ADJUST RIM TO STORM PROFILE 5 STORM PROFILE 6 O IE=65.95 EX 12"(OUT}SW GRADE EL=76.27 "_ "_ ' Scale:1 -5 V.1 -20 H Scafe:1 -5 V.1 -20 H Scale:1"=5'V.1 -20 H I'm" INSTALL NEW 12"SD r -CB#6A CB TYPE II-48" IE=69.17 Q RIM=76.49 N IE=71.8912"(IN)E IE=71.8412"(OUT)W Z W/SOLID LOCKING LID Ce W 0 O 2 0 G 80 80 80 E 71063 62.63 2 80 Q PROPOSED GRADE / PROPOSED PROPOSED EXISTIAG GRADE % BUILDING PROPOSED GRADE BUILDING W EXISTING GRADE Z 75 -- -- -- j 75 75 - -- 1 75 1I /� 26 LF8"SD@5.2% / I 4°STORM X'INGre O 70 70 70 ,. : so'� (ASSUMED) 70 0 ._ 4"STORM X'ING CONNECT BOT=72.82 ,/// CONNECT TO EX 0. 8 STORM STUB FOR 1 TO EX CB (ASSUMED) / 12"STORM DRAIN ROOF DRAINS IE=71.50 6"WATER X'ING / WITH 12"x8"WYE / IE SEE ME V BOT=72.00 IE=70.43 M�CH'L PLANS (n FOR CONTINUA I 3"WATER X'ING 3"WATER XING U W 65 65 65 BOT=72.75 BOT=72,25 E .1 CONNECT FOOTING DRAIN 6"WATER X'ING ZS TO SITE STORM SYSTEM BOT=72.50 N 0 rn STORM PROFILE 7 INSTALL ANTI-SEEP COLLAR STORM PROFILE 8 Scale:1"=5 V.1"=20'H AT PERF TO SOLID PIPE Scale:1"=5'V.1"=20'H 0 2 CONNECTION - 0 W SEE DETAIL 20 2 lW lui > l o (=0 W W N rh_ *EVERETT PUBLIC SCHOOLS ttAXIktG N" iv?„.. : 5 - -4 AC dirpatougr ARCHITECTURE • : ' a b; d aC S� 2025 FIRST AVENUE I SUITE 300 1.. , ee(�p1e 2,tisj,the,Ceaase odd nacarchitecture.com N •*, Co ,1,\��ras C°V�de aCa�N�t�¢' `'t�°r SEATTLE wA9s,z, o 4 eC° C•N.' 1.0\-\°�.'pd•no\- IN°p(e.a.7.•.. ) ♦ P:206.441.4522 r"Ps"bu\�t\rf°b e i�•°oNA Cm "`N`' c pate CPL NO C160030 06 3 °• eas �a\ $th'' ctO1 DRAWN LBJ t ebe�e�`baca AeC��t�rspe CHECKED KIK,SSE O- �' 'De tr . ..:.... . .... DATE 03-27-2020 / , /1 5\Ve/ / Gme& 'vtVe Ow QCjc\ .... .... STORM DRAINAGE N PROFILES U -,-.-.- 1 N