6406 HIGHLAND DR 2022-04-19 - Laserfiche WebLink

-, SOIL AMENDED NOTES: KEY NOTES: EROSION CONTROL NOTES: 1. SCARIFY OR TILL SUBGRADE IN TWO DIRECTIONS TO 6 INCHES DEPTH. ENTIRE SURFACE A LIMITS OF SITE DISTURBANCE SHALL BE CLEARLY MARKED U '" 1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING SHOULD BE DISTURBED BY SCARIFICATION. BEFORE LAND DISTURBING ACTIVITIES BEGIN. Z TO REMOVE ANY SEDIMENT TRACKED OFF THE SITE. (BMP C103). °6 - `C 2. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND CI2. DO NOT SCARIFY WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED. W 0 (� ;8.' MAINTENANCE OF ALL INSTALLED EROSION AND SEDIMENT CONTROL A PROPOSED CONSTRUCTION ENTRANCE. (BMP C105). Z z BMPS, ESPECIALLY AFTER STORMS. 3. WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (10 i< ›- - PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL MIX CONTAINING 10 A STRAW WATTLES (TYP.). LENGTH AS SHOWN. (BMP C235). ° W W o II 3. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS PERCENT ORGANIC MATTER (TYPICALLY AROUND 40 PERCENT COMPOST). SOIL PORTION Q > 111 o FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL. MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. PLACE 3 INCHES OF PRESERVE NATURAL VEGETATION. (BMP C101). V W Z IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OF SOIL. PLACE 3 cs 4. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED CD 0 AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 in INCHES OF TOPSOIL MIX ON THE SURFACE. RAKE SMOOTH AND MOVE SURFACE ROCKSA OVER 2 INCHES DIAMETER. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MULCH. INSTALL STORM DRAIN INLET PROTECTION. (BMP C220). Z THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 W THROUGH SEPTEMBER 30. A INSTALL HIGH VISIBILITY PLASTIC OR METAL FENCE c 4. WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) -USE IMPORTED TOPSOIL MIX b 5. ALL DISTURBED SOILS MUST BE STABILIZED AFTER CONTAINING 5 PERCENT ORGANIC MATTER (TYPICALLY AROUND 25 PERCENT COMPOST). AROUND INFILTRATION AREA. (BMP C103). `" i CONSTRUCTION. SOIL PORTION MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. PLACE 3 �' °�, 3 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OF SOIL. A STABILIZE IMPACTED SOILS AFTER CONSTRUCTION PER 41.3= =3�'A "^i WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT MAXIMUM. RAKE TO LEVEL, AND 1:1P7An,_•_ x` BMP C120, TERP[ORARY AND PERMANENT SEEDING ��='=-:I?' m° REMOVE SURFACE ROCKS LARGER THAN 1 INCH IN DIAMETER. 44170faq AREA OF DISTURBANCE: 4923.50 SF OSTOCK PILE AREA 5. IMPLEMENT AMENDED SOILS PER OPTION 3, IMPORT PACIFIC TOPSOIL AND AMEND IN i� N APPROVED PLACE, AS DESCRIBED ABOVE AND IN THE STORMWATER MANAGEMENT Qwv,UESTIONNAIRE COMPLETE LEGEND: TOP C.B.=427.04 11 0 ti 1/2" X 24" REBAR & CAP L.S. COI o PUBLI WORKS DEP DAVIT 12716 SET THIS SURVEY UNLESS W W w INV. 8" CONC. S.=425.88 BY Lk. � til. INV. 8" CONC. E.=425.42 REBAR & CAP END THIS SURVEY I- < H rn Q INV. 8" CONC. N.=425.92 5 O SEWER MANHOLE ~ 00 ON DATE /-Z`L-ZOIIS > w ❑ �� CATCH BASIN m Q CITY OF EVERETT REVIEWED FOR PERMIT Y I - 0 Y P;r.. .r:-r I TBM EV.29-12-1 -�� POWER POLE 0 O I SET MAG NAIL o I w O THROUGH YELLOW N 60d SPIKE IN S. ® .v WATER METER z z Y CO SIDE POWER POLE C� Z U p IN CAP L.S. 12716 ELEV.=426.41 SS --`- SANITARY SEWER LINE w < _ J _W �� -v EDGE OF ASPHALT 0 0 o w Tri /17 m /77 /77 �� \ i C 0 CrP CHP - OHP OHP _ 0 ' -0 0-0— '~, CHAIN LINK FENCE i 1 O S62`51'15"E - 240.00' A110 LF r• -ac a -`� WOOD FENCE 1 l - - PROPERTY LINE Y 0 ICa (n 5 ' (Cr - - �� AS BUILT CENTERLINE _��,��S ?->_ �.. SSI 0 - 'v CENTERLINE OF ROW _J SD ti STORM DRAIN es� _�I I _ -v EASEMENT LINE �� _ OHP - . - WATER LINE w < ii0 �� _ W '�� OVER HEAD POWER o Z m 4 Ar ' ��` t I �M -v PROPOSED CATCH BASIN CW7 ~ Q iik o Z Q -�� PROPOSED AREA DRAIN z o i ul•� ) -,jam -ti. PROPOSED ASPHALT DRIVEWAY J V N , �i� -�� PROPOSED INFILTRATION TRENCH (� O1 Q , ,' iUh >P 223' LF L 06 LLI a GRAPHIC SCALE A A , :(Q_. � 11'-� 3 I- �� PROPOSED HOUSE W/ EAVES C 0 10 20 40 a I o -�� BIORETENTION FACILITY U ^ e 1 w ` PROPOSED ROOF DRAIN w " M �I 5 I W �� -� CLEARING LIMITS __-_, o N 1 INCH = 20 FT. oI o A0 g�CwA�' 4 o` -� STRAW WATTLE 0 m- I cv ♦ of s.Y • `� II F-1 z g Øfr ` '' � PROPOSED COVERED WALK WAY OI4 '�O O O O 230 00e— G O O O O o I ss �-- PROPOSED STORM DRAINS6251'15"E li w PROPOSED WATER LINE u I 1�t"., ,p 12716 4.;1 EI -� PROPOSED SPLASH BLOCKS 6 BUILDING FND. 5 8" BAR & W. RIM M.H.=428.55 `v4 .4'� gi' ° C 2.00 BUILDING / cs'. . I STS'"E • "-) `- PROPOSED FLOW ARROWS CAP L.S. 16916 FLOWLINE=415.05 `�IONAL E C ,v PROPOSED GRADING SLOPE I I ___ rN o V:\21032\DWG\CONSTRUCTION\20132 TESC PLAN.DWG (PLAN) # 21032