|
STORM DRAINAGE PLAN UTILITY CROSSING TABLE UTILITY CROSSING TABLE
<br /> ® BOTTOM UTILITY TOP TOP UTILITY BOT CLEAR (IN) ® BOTTOM UTILITY TOP TOP UTILITY BOT CLEAR (IN)
<br /> 1 SEC.12 SW,TOWNSHIP 28 N., RANGE 4 E. W.M. 1 12"WATER 15"CPEP STORM 584.53 MIN 18" 16 8"PVC STORM 568.58 15"CPEP STORM 566.18
<br /> �- 2 12"WATER 12"CPEP STORM 584.67 MIN 18" 17 8"SDR-35 SEWER 554.59 12"CPEP STORM 556.21 19
<br /> CB#1,TYPE 1, STND GRATE CB#6,TYPE 2-48"STND GRATE CB #11,TYPE 1,STND GRATE CB(fib,TYPE 2-48"STND GRATE CB#21,TYPE 1,STND GRATE CB#26,TYPE 1, STND GRATE CB#31,TYPE 1, STND GRATE CB #36,TYPE 2 - 72"SOLID LID 3 6"WATER 18"CPEP STORM 583.80 MIN 18" 18 6"WATER 15"CPEP STORM 586.44 MIN 18"
<br /> STA= 8+61.20,3.00 RT STA= 13+47.81, 0.00 STA= 17+69.63, -46.00 LT STA= 1+81.91, -0.21 LT STA= 6+58.45,3.00 RT STA=20+93.08, -118.35 LT STA= 21+67.67, -108.22 LT STA= 23+32.05, -86.61 LT Cc
<br /> RIM = 592.40 RIM = 592.40 RIM = 587.36 RIM = 592.40 RIM = 592.40 RIM = 586.61 RIM = 587.35 RIM =595.00 4 12"WATER 18"CPEP STORM 583.56 MIN 18" 19 WATER 15"CPEP STORM 593.38 MIN 18" W`
<br /> IE=588.84 (8"N) IE=586.40 (15"W) IE=584.09 (10"S) IE=585.69 (15"W) IE=588.09 (8"N) IE=584.70(8"S) IE=584.32 (8"N) IE=589.05(30"W) 5 12"CPEP STORM 569.30 6"SDR 35 SEWER 584.02 177 20 8"SDR-35 SEWER 591.46 8"CPEP STORM 605.50 172 G
<br /> IE=586.40 (15"E) IE=585.69 (15"E) IE=588.09 (10"S) IE=584.32 (8"W) IE=589.05(30"N) 6 8"CPEP STORM 584.87 2 X 18`CPEP STORM 582.78 12 21 6"WATER 15°CPEP STORM 587.62 MIN 18"
<br /> 0 20 40 80 CB#2,TYPE 1, STND GRATE CB#12,TYPE 1, STND GRATE CB#27,TYPE 1, STND GRATE Z W
<br /> STA= 9+72.74, 3.00 RT CB#7,TYPE 2-48"STND GRATE STA= 18+68.34, -46.00 LT CB#17,TYPE 2-48"STND GRATE CB#22,TYPE 1,STND GRATE STA= 13+70.76, -63.97 LT CB#32,TYPE 2-48"STND GRATE CB #37,TYPE 1,STND GRATE 7 12"WATER 15"CPEP STORM 582.98 MIN 18" 22 12"WATER 12"CPEP STORM 587.89 MIN 18"
<br /> RIM = 592.49 STA= 14+57.49, 0.00 RIM =586.66 STA= 2+78.69, -0.08 LT STA= 7+61.20,3.00 RT RIM = 576.14 STA= 17+22.29, 6.59 RT STA=8+02.21, -46.56 LT 8 6°WATER 12"CPEP STORM 583.32 MIN 18" 23 2"WATER 10°CPEP STORM 589.42 MIN 18" rc
<br /> IE=588.29 (8"S) RIM = 592.17 IE=583.60(10"N) RIM = 592.40 RIM = 592.40 IE=573.00(15"W) RIM = 588.86 RIM = 611.22 J
<br /> IE=588.29 (15"N) IE=585.85 (15"W) IE=583.60(12"S) IE=586.17 (15"W) IE=588.60(8"S) IE=573.00(15"E) IE=584.54 (18"N) IE=60&51 (8"S) 9 12"CPEP STORM 568.07 12"WATER MIN 18" 24 WATER 8"CPEP STORM 605.96 MIN 18" z (L U
<br /> IE=585.85 (18"E) IE=586.17 (15"E) IE=584.54 (18"W) IE=60&51 (8"N) 0 W
<br /> CB#3,TYPE 2-48"STND GRATE CB #13,TYPE 2-48"STND GRATE CB #23, TYPE 1L, W/STANDARD GR CB#28,TYPE 2-48"STND GRATE 10 12"WATER 18"DI STORM 584.60 MIN 18" 25 6"WATER 8"CPEP STORM 588.70 MIN 18" �Q
<br /> STA= 10+71.20,3.00 RT CB#8,TYPE 2-48"STND GRATE STA= 20+82.29, -18.78 LT CB#18,TYPE 2-48"STND GRATE STA= 16+77.67, 4.83 RT STA= 11+73.34, -78.88 LT CB#33, TYPE 2-48"STND GRATE CB #38,TYPE 1, STND GRATE 11 6"SDR-35 SEWER 583.68 10"CPEP STORM 586.28 31 26 2"WATER 12"CPEP STORM 588.44 MIN 18" 1� �q
<br /> RIM = 592.55 STA= 15+41.77, -0.36 LT RIM = 587.81 STA= 3+61.01, -4.97 LT RIM = 587.47 RIM = 608.20 STA= 17+22.98,44.52 RT STA= 5+02.30, -54.10 LT Q O V
<br /> """""IE SDR-35 SEWER 582.65 8 CPEP STORM 585.88 39 27 2 WATER 10 CPEP STORM 589.39 MIN 18=587.79 (15'S) RIM = 590.67 IE=583.42 (24"S) RIM = 592.04 IE=584.76(18'N) IE=592.68(15"SW) RIM = 589.35 RIM = 614.06 12 6 � Z iL
<br /> IE=587.79 (12"E) IE=585.44(18"W) IE=583.42 (24"N) IE=586.60 (12"N) IE=584.76(18"S) IE=592.68(15"E) IE=584.35 (18"E) IE=611.35(8"S) 13 6"SDR-35 SEWER 572.72 15"CPEP STORM 585.23 151 28 6"WATER 8"CPEP STORM 588.22 MIN 18" p Q
<br /> Know what's i)eIOW. IE=587.79 (15"N) IE=585.44 (18"S) IE=586.60 (15"E) IE=584.35 (18"S) IE=611.35(8"N) 14 12"WATER 10"CPEP STORM 585.19 MIN 18' 29 6"WATER 10"CPEP STORM 587.22 MIN 18"
<br /> CB #14,TYPE 2-48"STND GRATE CB #24,TYPE 2-48"STND GRATE CB#29,TYPE 2-48"STND GRATE Q W Call before You dig. CB#4,TYPE 2-48"STND GRATE CB#9,TYPE 2-48"STND GRATE STA= 22+45.00, -16.03 LT CB#19,TYPE 2-48"STND GRATE STA= 21+73.15, -19.03 LT STA= 11+51.89, -65.78 LT CB#34,TYPE 2-48"STND GRATE CB #39,TYPE 1, STND GRATE 5 6"SDR-35 SEWER 571.28 18"CPEP STORM 585.58 172 30 12'WATER 15"CPEP STORM 586.71 MIN 18"
<br /> STA= 11+68.39. -4.95 LT STA= 16+09.66,3.70 RT RIM = 588.48 STA= 4+58.45, 3.00 RT RIM = 588.04 RIM = 603.11 STA= 19+40.29. 44.52 RT STA= 3+56.06, -112.94 LT cc
<br /> RIM = 592.4 RIM = 589.90 IE-584.23(18"S) RIM = 592.40 IE=583.87(18"S) IE=594.97(15"S) RIM = 589.35 RIM = 615.68 UTILITY CROSSING NOTE: 31 WATER 8"CPEP STORM 572.14 MIN 18" L
<br /> IE=587.30 (15"S) IE=585.10 (18"N) IE=584.23(12"W) IE=587.09 (10"N) IE=583.87(8'E) IE=594.97 (15"NE) IE=583.26 (18"N) IE=613.00(8"N) CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL SEPARATION BETWEEN 32 8"CPEP STORM 585.71 6"SDR-35 SEWER 586.36 8 m ' W
<br /> IE=587.30 (15"E) IE=585.10 (15"W) IE=584.23(18"N) IE=587.09 (12"S) IE=583.87(24"N) IE=583.26 (18"SE) UTILITIES AS REQUIRED BY JURISDICTIONS HAVING AUTHORITY.CONTRACTOR TO a O Y
<br /> IE=585.10 (18"S) CB#30,TYPE 2-48"SOLID LID CB#40,TYPE 1, STND GRATE VERIFY SEPARATION REQUIREMENTS PRIOR TO CONSTRUCTION AND NOTIFY 33 6"SDR-35 SEWER 579.37 18"DI STORM 584.64 63
<br /> CB 5,TYPE 2-48"STND GRATE CB 15,TYPE 2-48"STND GRATE CB 20,TYPE 1, STND GRATE CB 25,TYPE 2-60"STND GRATE STA= 15+47.88, -53.91 LT CB 35,TYPE 2 - 72"SOLID LID STA= 15+29.40, -77.74 LT ENGINEER OF ANY DISCREPANCIES. i i m
<br /> # # # # # 33 - WATER 10-CPEP STORM 589.42 MIN. 18" m u
<br /> STA= 12+47,74, 0.00 CB#10,TYPE 2-48"STND GRATE STA= 23+28.13, -16.90 LT STA= 5+58.45, 3.00 RT STA= 19+78,76, -17.27 LT RIM 583.87 STA= 0+12.54, -38.46 LT RIM =556.14
<br /> RIM = 592.40 STA= 19+78.78, -46.00 LT RIM =589.35 RIM = 592.40 RIM = 587.67 IE=563.94(12"S) RIM =596.00 IE=552.30(15"
<br /> IE=586.90 15"W RIM = 586.74 IE=584.64 15"W IE=587.59 10"N IE=582.90 24"S IE=563.94 12"NE IE=591.30 12"S EXI IE=552.30 15"SE LOT B DETENTION
<br /> ( ) ( ) ( ) ( ) ( ) ( x ( ) 0ONR
<br /> IE=586.90 (15"E) IE=583.04(12"N) IE=584.64(18"N) IE=587.59 (10"S) IE=582.90(18"NW) IE=591.20 (18"SXEXIST) (00392200000700) -/
<br /> 12"
<br /> / ---------- ( CPEP
<br /> ✓' \ �J/ E 01 CPEP\� s
<br /> IE=582.90 24"N " / " (8 9 SO.F /19.41 ACRES) / =601.3
<br /> IE=583.04(15"W) IE-582.90(15"E) IE-589.80 (30"E) as 37 T. Es
<br /> -241 LF 8 CPEP 0 0.69$______ --614---___300 LF 8 CP / / i LF 8 CPEP O 1.26R
<br /> \ w I SSMH RI / _�.� --614--------------------�'____ --6 _ �s1 / / ' 75 LF�s"cPEP o 2so$ g21(I n
<br /> CB TYPE II RIM-615.39 �_ o - ,a____________ - ��.-. =. ... ... __ ____ �' - Ise / °J 10'WATER WELL ��///
<br /> __ -____-__ ___ EP O 0.95% 10
<br /> ________
<br /> IE t2'CPEP(SE/N)=608.6 :; (S//W)= 8"CON- ___ -12--14--= 0-T- $�� _ °� CPEP � EASEMENT BENEFRING
<br /> i
<br /> III o�(s/E/w)=6os.7 .----- s1z ------- r- -- ---- _ ---sto ... i--a- - o _ //�
<br /> N ---- _ __ ------ --
<br /> \ I 610 612________ ____ ___612/ _ ____ 608_ _ ��� - _ CONNECTING PARCELS.
<br /> _ ____________.--____.810--_______l -- --NEW LOT LINE 610- __________�___________610___________ L'� _
<br /> 596 P ___S0'02'46"W 1012.11' OS _______ ___ -606._�i�� =�^b�?�'• lll
<br /> a J �4Z r r //rr i rrr -� ___-594-.� _____________ +_ ____ 594____ +_____________ o _ 596 - -6596- __ _596 r S96_o'''�- /i''� 0 }
<br /> //� 4 W
<br /> CB• e - �� io -594 \---- ---- _ N //�- 112 LF 8"CPEP O 0.50%_ /�8 LF 15"CPEP O 0.50% 98 LF 15"CPEP O 0.50$ O /I i� W CV J
<br /> ' x • r -98 LF 12"CPEP O O.SOX -I00 LF 10-CPEP O O.5OX 100 LF 10"CPEP O 0.50%- 103 LF 8"CPEP O O.50R- / /
<br /> a _
<br /> -6 1 to ITT/ 'S9y o o'Qo :W- W �� w // /� /� [L � I
<br /> -
<br /> ��», .T _ _
<br /> o I i I W • 84 LF 6"CPEP O 1.00X "81 LF 8"CPEP O 0.50%•�C81 LF 10-CPEP O 0.50%`81 LF 10"CPEP O O.SO% 81 LF 10-CPEP O O.SOXLL 81�
<br /> ' \ ,• I. I I � � '90 21 � � (1z8,878 So.F00/Ui 82 ACREs)�
<br /> 5 4
<br /> - _ 0.50$ '-�81 LF 12"CPEP O 0.50% �82LLF1�12 CPEP®00.50$` :y, _
<br /> 12"CPEP O
<br /> (003922 100)
<br /> "_ _���12+00
<br /> _� - 3 W CV W
<br /> - I i i I 3+00" 4: �1 �i/ �_ - -- � 34 •16� ��i ___ a--� -i/ �/ Z m
<br /> • I _
<br /> ,!`T __._-��_���� / �_ h3_F' O - RDCO#30: 6"CO
<br /> 612 1 I I I /f / /� - - - i/ -81 LF 15"CPEP O 0.50% STA= 20+51.04, 104.75 RT V W O
<br /> �] CB#41,TYPE 2-60"BIRD CAGE GRATE RDCO#2, 6"CO RDCO#6, 6"CO REGO#10, 6"CO RDCO#14, 6"CO DCO#18, 6"CO RDCO#22,6"CO RDCO#26, 6"CO
<br /> rl-�-F-- STA= 15+43.55, -96.07 LT STA= 17+27.04, 104.75 RT STA= 14+59.65, 76.50 RT STA= 14+29.70, 24.50 RT STA= 9+75.66,41.3 STA= 6+51.63, 41.31 RT STA= 2+09.88,42.29 RT STA= 22+21.04, 79.75 RT 15 PUBLIC WATER RIM = 589.95 Q Z ni
<br /> - yy _ RIM = 552.17 RIM =589.95 RIM = 593.65 RIM =593.99 RIM =593.97 RIM = 593.97 RIM = 594.00 RIM = 589.70 - EASEMENT,TYP. o IE=586.44(8"N) 0
<br /> r 1 INSTALL TYPE 2 I v
<br /> IE=546.16 (12"SW) DEBRIS CAGE PER IE=586.19 (8"S) IE=585.48(10"S) IE=590.17(8"W) IE=588.40(12"S) IE=590.02 (10"S) IE=591.13(6"E) IE=585.46(12"W) /O �I^' IE=586.44(10"S) c = M = U
<br /> CB TYPE a RIM=609.14 _ 0/' 97 LF 15"CPEP O 0.50% " _ i I c
<br /> IS 8"CONC(S)=606.0± \� of r'/. � _� IE=546.16 (15"NW) COE STD DWG 434. IE=586.19 (8"N) IE=585.48(10"E) IE=590.17(8"E) IE=588.40(12"N) IE=590.02 (10"N) # IE=585.46(12"S) L�": _ ./ RDCO#31, 6"CO Q
<br /> IE 12"CPEP(W)=6o1.45 n N J--� �_I -IE=546.16 (30"N) SEE SHEET C12 REGO 23, 6"CO �'�
<br /> IS 15"CONC(E)=601.35 �' p / - POGO#3, 6"CO RDCO #7, 6"CO RDCO#11, 6"CO RDCO#15, 6"CO RDCO#19, 6"CO STA=0+44.71,42.06 RT POGO#27, 6"CO ..3 III STA= 19+70.04, 104.75 RT a) (0 W E
<br /> EX SDMH #1, STA= 16+46,06, 104.75 RT STA= 16+10.04, 54.75 RT STA= 13+19.70, 24.49 RT STA= 8+94.66,41.31 RT STA= 5+70,66, 41.31 RT RIM = 593.16 STA= 22+21.04, 104.75 RT NEW BUILDI 'O o I I RIM = 589.95 (� Z
<br /> Si
<br /> STA= 10+76.90, -67.48 LT RIM = 589.96 RIM = 591.73 RIM =593.99 RIM =593.97 RIM = 593.97 IE=589.48(6"W) RIM = 589.96 _ ® I F IE=586.61 (6"N) O
<br /> \ I 1 I \ I J �.' RIM = 607.76 IE=585.79 8 S IE=585.36 10"N IE=590.72 6 W IE=588.81 12"S IE=590.43 8 S IE=589.48 6 N IE=585.59 10"N ��166' I 1\ IE=586.85(8"S) 0
<br /> IE=605.05 (8"S) IE=585.79 (8"N) IE=585.36(10"W) IE=590.72 (8"E) IE=588.81 (12"N) IE=590.43 (10"N) IE=585.59(12"E) a
<br /> IE=596.85 (15"N) IE=585.36(15"E) RDCO#24, 6"CO T 13+00 o I \ R04
<br /> DCO#32, 6"CO 00
<br /> CB RIM=609.20 •: I j I/' �J IE=600.85 (12"W)(EXIST) POGO#4, 6"CO RDCO#12, 6"CO POGO#16. 6"CO RDCO#20, 6"CO STA= 22+48.04, 54.75 RT POGO#28, 6"CO - STA= 18+89.04, 104.75 RT
<br /> IF 8"CONC(N)=606.1s J m O -v-2+00 IE=604.65 (18"N)(TOP OF EXISTING CONTROL) STA= 14+34.65, 103.50 RT RDCO #8, 6"CO STA= 12+07.69, 24.49 RT STA= 8+13.69,41.31 RT STA= 4+89.66, 41.31 RT RIM = 591.32 STA= 22+13.04, 104.75 RT - = 5
<br /> RIM = 589.96 STA= 14+84.65, 24.50 RT RIM =593.98 RIM =593.97 RIM = 593.97 IE=584.58(12"W) RIM = 589.96 �� I I i I EIM587.489(6"S)
<br /> FLOW CONTROL STRUCTURE, SEE VAULT DETAIL IE=585.74(8"S) RIM = 593.06 IE=591.28(6"E) IE=589.21 (10"5) IE=590.83 (6"5) IE=584.58(6"S) IE=585.63(10"N)
<br /> STA 17+29.93, -1T58 LT ON SHEET C13 IE=585.74(8"E) IE=589.90(10"W) IE=589.21 (12"N) IE=590.83 (8"N) IE=584.58(12"E) IE=585.63(TO-S) J I I EXISTING B"PVC TO BE REMOVED lL
<br /> RIM = 58&74 IE=589.90(10"S) RDCO#13, 6"CO // I /_AFTER STORM SEWER CONSTRUCTION
<br /> '�`}\ I �� I 1 I "• I IE=570.28 (12"N) RDCO#5, 6"CO STA= 10+57.25, 41.31 RT RDCO#17, 6"CO RDCO#21, 6"CO RDCO#25, 6"CO RDCO#29, 6"CO i / 1 !X N8607'34"W 520.05ICBM
<br /> '/
<br /> _Y •\ ��] _ I I I STA= 16+37.04, 79.75 RT RDCO#9, 6"CO RIM = 593.97 STA= 7+3266,41.31 RT STA 4+06.04, 41.31 RT STA= 22+48.04, 79.75 RT STA= 21+3204, 104.75 RT
<br /> N. RDCO#1, 6"CO RIM = 589.70 STA= 14+5Z71, 24.50 RT IE=587.99 (12"S) RIM =593.97 RIM = 593.97 RIM = 593.55 RIM = 589.95
<br /> I I m I I I r'o STA= 18+08+04, 104.75 RT IE=585.62(8"W) RIM = 593.78 IE=587.99 (12"W) ' IE=589.62(TO-S) IE- 1.67 (6"N) -- IE=585.33(12'N) IE=586.04 (10"N)
<br /> o I I I 1 O 9.95 IE=585.62(10"N) IE=590.03(8'W) IE=589.62(10"N) IE=585.33(12"E) IE=586.04 (10"S) i� /a K -> 1 /�- zm
<br /> EX SSMh - I I I 1 O - _ - �/
<br /> RIM 608.0 N I ` a (8: N) IE=590.03(10"E) ^ �� - i �_ _----- �- _i / o o���f27
<br /> C/L CHAN 8 CON, �. IE 586.60 / -
<br /> RIM 58
<br /> E w=60o
<br /> (/)-
<br /> I I I I I � / / / 9 LF 8"CPEP
<br /> APPROXIMATE -ILN 1 1 •^ I1 \ I'.iol I /
<br /> REC.N0.8903t 6.. � \ d roI I N I I 1 O I ( #� f�
<br /> o , I \ / / Rixo 4
<br /> NO. Moll II I 1 }.S �CD _� FDCO �iFjD�'O n j ® j // 7 18 23
<br /> %l I \ e I I 1+00 �* / // 81 LF 8"CPEP O 0.50X I /
<br /> 10'EASEvI I i �l I I a bud I / 11 � RDOO 81 LF 8"CPEP O O.SOX �/ 'I �/
<br /> PUD SDMH RIM 604 20HCI1 �,l 1 I I I 1 ;n I I / ,j .•- - / / -�� 28 LF 8"CPEP O 0.50X/
<br /> 1 .. I 1 I �CQ '81 LF 10"CPEP O o.50$ 81 .-'•...... .' _ _
<br /> _ 81 LF 8"CPEP O O.SOR '81 LF 6-CPEP O 1.00$
<br /> IS 8"CONC(SE)=601.� I I I 1 I 10 CPEP O O50$�Z
<br /> o - Y
<br /> I �•s a
<br /> IE 8"GONG S=596.9`_.' - :. I �J` .. ':^ �.:.:•. ..:? :.... '. - :Y-• _
<br /> ¢ S
<br /> f..,.. . 1 :
<br /> :. �i ] _ .... /.L. .......... .. .�.`�. ,. WO 1 MWS UNIT z
<br /> IE 15 CONC W-596.9_- v, I I 1 ,. ,. -..._... ....::. ..... ..f i, ..�..... :...:... ✓ .: ..,, .: .:.. �:.:.t.,.:...::.::�.. -".., / f7�r #
<br /> :: ( ) I l i 1 I I w $' I I `.., _: "�:: "..�,,..;.... _.. � OT.C, .,. ..•.t„:: .`!' y`w,: .'t ,..25 LF 8"CPEP O O.SOR�"%';': - i /' .f 6 �� STA= 19+49.29, -17.23 LT
<br /> IE 12coNc(N)=s9s.e:_. \. I I I 59?' -�� FIDCO '-.,..8 LF.10 CPEP.®�0¢0% r i':•• •;.:,y.� : ;::.,.,< NEWBTowDETefnoNVAULT - .' �;2 z _ ppCp�g' //1 = 587.88
<br /> 12"CMP(coNTROL)=60z.8s. - NI l 1 - I �._ , - . {.. CITY OF EVERETT BLA �' �' n SEE SHEET C12
<br /> o 1 °.: 'c,, >..�';'•:':.PEP
<br /> 0 �;. _ >?f'.....�/... }.,, ...., ..F�ETi TO SHEET CI3 FOR DIETALS T`l •127 LF 10 CPEP 0 0.50 :i / / g } r r N 82.75 (24"S)
<br /> FILE N0. REV121 O81 / l Sg r
<br /> . .. '+... ' .. :.:25 LF 12 CPEP O 0.50X:":'� � .. ;7, .. "'�''.:::.>'." ,+'RC.ro /e. ,,..:. . :. MOLU,E REOUI�T/3,500 CF�:�,:.,:;,-.:.:;.r;:?:.<;=f'•i�:..:='c:..•.;, 7< r it
<br /> CB RIM=so3.ss I �.. - _:,.:';•::�.;:-.• +... RECORDIGN N0. 202112105001 I 1 I (24 N)
<br /> IE 8 coNc(N)=sol.as �..,:, m i w ., -T�I I - ,,�. ., 00392200000800 .• .,t.. voLu,EPRovo®:n4eoocP `
<br /> I I + 52 LF 6`CPEP O .....'•. � - .�',�, ';z+l,•..^...•;!;•':"' . Imo"
<br /> 12"CPEP O O.SO$ ( )
<br /> (526,294 SQ.FT./12.08 ACRES) /^;•,:�' /
<br /> '1590 �"�' •'""' •. i� ) 217 LF 18"xz=t _CPEP O 0.50X
<br /> ` sz LF 10"cPEP -
<br /> . - ,•^, .C, 25 LF 12"CPEP O 3.00%'; y,. " 3• - I _ n
<br /> i05 z7 LF 10 cPEr o oso%�� / o
<br /> A
<br /> CB rrPL 1 n -�C 6 ��-71 LF 12-CPEP40 0.50% 73 LF 18"CPEP O 0.50X S90 8 7 5+ r 1 I /' I / a
<br /> (SOLID LID) : 1 'b 1 �xa o 0 7` - -I-,L�� p' 29 LF 24�PEPO� .:: •.,:. . -'..*':.. - .^,, I 1 1 I ��
<br /> RIM=603.94 I 1 I I , `ti / ,o �38LF 18"CPEP 00.50$' S1 LF 15*CPEP 0•0.50% _. /
<br /> IS 18" S N=597.95 I N I 0+00 - _+_ co o / o �'I
<br /> (/) o:�l l 6� _ Ni� o / o 204'� m 10 CB _ _ _ 33 / ��1 14 15�� I „u� � 81 LF 18"CPEP O j50R
<br /> •24 / / f. __i / J / / 45 LF 18" C
<br /> I 83 LF 18"CPEP O O.SOR 72 LF 18` 18 LF 24"CPEP O 0.50$�- DI 0�68 LF 18"DI O O.SOR
<br /> i;
<br /> CB RIM=603.63 ' I I I / \\ ;:T I� O / \ / / / 588- - �/ N T / � 0 YI
<br /> - I I I CPEP O 0.50$ 911 LF 24"CPEP O 0.50X --104 LF 24"CPEP O 0.50% j�-------� 0.50$ SE / >`
<br /> IE 8"corlc(Nw)=6o1.7 � ,L I � ROW CONTROL BTAUCIU
<br /> 88 18"CPEP O 0.50% y q x
<br /> 11 1x _ a 1 /29 LF 15'CPEP O O.50R / r J /
<br /> STORM GENERAL NOTES � '. r I o � 1 ! I I 3 l /CB,f13 r 7 L
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED, n ro 24 LF 30"RCP O 0.80X I I 3/ (, W r W \� \1 186 , INSTALL FOOTING DRAIN OURET" r�r1 ��j/ O
<br /> OR PUT INTO USE UNTIL R HAS BEEN INSPECTED,TESTED,AND I ly, ]-p�3 -� 89 LF 8"CPEP O O.50R �'-1 1_ LF 12
<br /> J = 3:1 MAX SLOPE PER 7 - -� 9 CPEP - CB -'j/r r r r
<br /> ACCEPTED BY THE CITY OF EVERETT. i I _ _OUTLET DEBRIS BARRIER PER DCSS 4-2.4 \ \ I -�r 1, `.`. O 3.42$'� .J'� j/ r i �� l/r /�� W 7 a a
<br /> DETAIL 435 ON SHEET c11 \ CB 1 N
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT r I / 1 -'f- �� MIN.5'\ ` IV/ LF 18"RCP O 1.2-A 99 LF 10-1 CPEP O 0.50$ , CONSTRUCT CONTROL STRUCTURE 88.y
<br /> DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE - MIN. 10'---- ___ Y�% \\ \ SEE CULVERT BACKFILL 8 -` _ ' 2 - PER DETAIL 415 ON C11 /6/_ - 7iF� r / / �� / N >
<br /> WSDOT APWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND ,i / � 1'S� -c _ ---�. ---- -------- /' c58 /- _ _ /�_= /d C Q 01 N
<br /> 6 1 NOTE THIS SHEET. --• -- / G 4 / //
<br /> S _ - -.- --- OUTLET DEBRIS L_.g86--- _ CONSTRUCT MWS SYSTEM - -- �- _ i2
<br /> MUNICIPAL CONSTRUCTION(CURRENT EDITION). m`' ,\ - - �' BARRIER PER DETAIL - _ _ _G= - a o
<br /> 588.86 /3S 435 ON SHEET C11 110 LF 12"CPEP 0 0.50$. '�__PER DETAIL 1 ON C12_ - f_ _ 'INSTAII FOOTING DRAIN OUTLET Cy568 _'�` i �68 LF 15"CPEP O 8.99X1 l / Z N
<br /> / \\ INSTALL RIPRAP PER OUTFALL 1 108 \ m 1 - \ - - ao. - __
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED / \:�RIPRAP DETAIL ON SHEET C12. / 18-,RCP " MIN 10' �`��"� -. ___.°D ,Pi� `6- /` �- ��/ 50 LF 12"CPEP O 35.49R \ / / U)
<br /> FROM AVAILAI3LE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE ----- _ o -- \s O 1,? _ v' _ __� _�Gi_ /i^n/ �- �% %N` I Ex.D NTl /j C C
<br /> _ _✓ g r E� /
<br /> CONTRACTOR TO CONSTRUCT \ L: \ - - T+ POND \ �//1 M O N
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS EARTH BERM AS NEEDED TO � - 9a% --- -' -- -- ___ /��y--i / / 0r O
<br /> AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF m � '' -- --- -�- - _ _ _ _ 114 LF 30"CPEP®1.50�R �// m V
<br /> ' ENSURE RIPRAP IS 12"AI30VE � r � � _1
<br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE CROWN OF PIPE. w \S 75 LF g-D1 ,._ -INSTALL RIPRAP PER OUTFAIl INSTALL RIPRAP PER a
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY ' o ®_0.5OX DETAIL ON SHEET C12. _ �__-_I__ --�_`_ � C91atU�NpYfO�a.fie' /�JCULVERT OUTLET RIPRAP E
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER - ------ ----- --- �-__ � mop _ RIPRAP R CONSTR - -- - ',o1HeR EyD'`bF FSILVERT f'� - -'
<br /> PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE ------------ --� �d---- ---- - --- -- ----- _ ' CONTRACTO TO UCT m Si'02'46"W 1261.19'
<br /> rf4 DETAIL T SHEET C72.
<br /> oiaw w �- -- ---- - EARTH BERM AS NEEDED TO
<br /> PROJECT I I ( w ♦-ii4 - w !�\ 58MH RIM=564.86 STRUCTURES BURIED)-� - OUTLET IE:544.40 N
<br /> (( ENSURE RIPRAP IS 12"ABOVE STA: 1 47.16 I C/L CHAN e"PVC IF a"CMP
<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN - - �p '�z 1 INSTALL RIPRAP PER I CROWN OF PIPE. o u EASEMENTS MUST MUST BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR �- m -CULVERT INLET RIPRAP In_ In OFF: 120.94'LT I END 5/8"REBAR W/CAP (w/N)=551.3 BURIED SSMH
<br /> DETAIL ON SHEET C12. 3:1 MAX SLOPE PER- - - - - - - _ _ - "RM 7892"(7/21) (STRUCTURE WAS BURIED IN THIS AREA ( OUTLET DEBRIS TO STARTING CONSTRUCTION. / \ CB R1M=596.02 \ \ `\ \ `_ DCSS 4-2.4 CB RIM=s81.89 - 2'+/-,ROOTS IN MH) (UNABLE TO LOCAL) BARRIER PER DETAIL d
<br /> 1 IE 12"CPEP(N)=s92 8 0 \ \" IF 12"CPEP(S)=576.9 PARCEL IE 18"CPEP 435 ON SHEET C11
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP / _ a Q I IE 12"CPEP(N/E)=576.7 28041200305100 I co =550.3 -
<br /> NO WASTE,DRAINS TO STREAM,LAKE,RIVER,PUGET SOUND,OR I�=='--` �`_"- a I
<br /> �I --- =-- -=_�! -m - CB RIM=586.47 15'UTILITY kgRSTO tV N
<br /> WETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT 35'INGR�55,-E0}2"E99__v 0 CB RIM=S89.09 IF 12"CPEP E-583.15 CULVERT BACKRLL NOTE: I AFNSEMEN 055001 2804120030500 AF'v:XORTNA ySTX \&UTILITY ,,,CITY EASEMENT RE IE _ () LOT 2
<br /> 6 ADOPTEDSHALL OSTOR WMPLY ATER MANAGEMENT THE EVEREIT MUNICIPAL
<br /> POLICI CODE ESMAND CRITERIA AFN1 9311055001 IE 12"CPEP(N)=585.65 I GRAVEL OR585.85 CULVERT RSUITABLEENCH CNATIVEKFILL SMATERIAL COMPACTED I I HALL BE BANK RUN9j042q cos ST EV TT 8tatusERevisions Approvled \ �- -- - , _ 04 1 ° o
<br /> SET FORTH IN THE CITY OF EVERETT'S DESIGN AND CONSTRUCTION TO 95%MODIFIED PROCTOR TEST TO A DEPTH OF "^••••••• CM . o
<br /> STANDARDS&SPECIFICATIONS. 2';90%BELOW 2'COMPACTED IN 8'TO 12" 08/08/2023 10:44:05 AM Go
<br /> LIFTS[DCSS 4-2.4] 0 !
<br />
|