Laserfiche WebLink
PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. LEGEND U 1. 1. <br /> } O y <br /> m � <br /> --- EXIST. TOPOGRAPHIC CONTOUR <br /> 0 <br /> 160 PROPOSED GRADE CONTOUR <br /> 0 <br /> TYPE i STORM DRAINAGE CATCH BASIN ; <br /> TYPE 2 STORM DRAINAGE CATCH BASIN k <br /> 1 SD STORM DRAINAGE PIPE(12"LCPE TYP. UNO) m <br /> \I \ 19 WATER METER <br /> \ \\ \ INT 22+53.69 ROAD B w z <br /> I \ \ \ \ 6'TALL FENCE(TYP.) TOP 480.7 39) =32+22.41 ROAD C W 8"DI WATER MAIN o_ <br /> I ` TOE 476.7 f ¢ a <br /> (45 TOP 479.E TOP 480.1 INT 30+66.39 ROAD C SS 8"SDR 35 SANITARY SEWER z o mo <br /> a75.2 _ (a1 T = 42+53.59 ROAD D h <br /> --- FINISHED FLOOR ELEVATION > o <br /> / / / /�/i / % -- -r --� •P- _ _ - - p� - "-"-" 6"PVC ROOF DRAIN CONN. <br /> LOCK AND LOAD RETAINING WALL a N N <br /> N <br /> ROCKERY <br /> - 4'HIGH FALL PROTECTION FENCE(TIP.)(4.4 11110aea.o4825 TOP XXX <br /> /16�ADING LIMITS'(TYP) OE XXX/ TOP/TOE WALL CALLOUTS <br /> 0z TRACT 999 I'� _ _ .JI - ID LIMIT OF GRADING EHC'B <br /> g <br /> (ACCESS&UTILITIES) _ -- -- -- s,-- _ - - •I '� �� � <br /> FENCE TIP. <br /> ( 10 <br /> II I I e i 0 S d' � •• f, � y, � STORM VAULT <br /> //)� 1111 I 'pAsD B(Sj I � SS 31+00 SS S SS 32+00 � SS a `e SS _ <br /> IfiOA PRI VATE-�-- - o - - --- - SID. PRECAST MANHOLE 'OFy.CFSTF•Q' �? <br /> l I�l ❑I I I I I II �I IE -��- )W �-r- - � <br /> l �1j II I / I I I I roP 4B4 I I•I � W ---- I . <br /> / <br /> 7 I a\ \ �, APPROXIMATE EARTHWORK QUANTITIES <br /> TRACT ( K THE AS-BUILT INFORMATION <br /> CRITICAL AREA(CRITICAL ) (30 6E❑- - r I 1 EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID VOLUME METHOD SHOWN ON THIS PLAN IS PER <br /> :'-- ° ------------- 46as I =o' � I AND AUTODESK AUTOCAD CIVIL3D SOFTWARE. THE FOLLOWING VALUES AFIELD SURVEY PERFORMED <br /> l l III�1) <br /> 24 ARE APPROXIMATE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK BY MEAD GILMAN ASSOCIATES <br /> ! r '74� 5 , 1 I EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DATA EXCLUDING AND OR RECORD DATA <br /> o FFe=aeo.5 75 / 48d5 4s3.5 I 1 ESTIMATES OF STRIPPING, VAULT, FOUNDATION, AND PAVEMENT <br /> 481.5 rl 25 I + o I PROVIDED BY THE <br /> ��I L ��'0 TOE aeo. / vn, '� .� - QUANTITIES <br /> 1 11 I 1r ! r I FFE= + ❑ CONTRACTOR. <br /> 76 a6os 73 0 11 CUT. 2,298 CY <br /> / 48a.5 m 4 483s J 1 rz <br /> \ 480 2f I FILL: 17,428 CY <br /> SX)�T.VLIAl'FT$\ 6 I / 7 72483.5 <br /> FFE= - - I FFE= ❑ -' 1 NET., 15,130 CY(FILL) <br /> DS z0 <br /> R ) - L r ��os 27 - - - - �I 1 I THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE Z <br /> -i ! r FFE❑ CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO ESTIMATE <br /> o l yR/1dE/FRO DOE-OF-WALfi \\ \\ -- �iO.6z _ _ 78 ae0.5 71 a83.5 !• 2OFF <br /> '_� I I N a <br /> fi GG EARTHWORK QUANTITIES. <br /> LtD B CRITICAL Fes- - I <br /> AT MAXIMUM \ \-_-_ i 4�5d FFE- FFE- 7 e FFE- -'- I INT 1 0.00 ROAD A <br /> l q h 5110E lYP.PAVED 1 2Y 79 a80.5 a83.5 ' o-��-----48a. ! -1 -- NOTES: <br /> / rdP a75.o ❑ J • 70❑ 1 i .11 ROAD 8 z <br /> ( / / ACCESS 4s0.5 80❑ , • •,a 1 1. SPOT ELEVATION SHOWN REPRESENT FINISHED GRADE AT THE 0 <br /> /3: ( ) (5'9 i 471.1 -V (i I o _ F WLN F F 0 R FINISHEDi T V N <br /> \ ' ,80.5 690 I �- 1 I 2. SEE ARCHITECTUAL PLANS FORRBUILDINGFOUNDAVONADETAIL AND x <br /> --_Ro---o e-_ - J J' -aaTs----- 1+I I1. ADDITIONAL ELEVATION INFORMATION <br /> i II 1 o Ro'� L' - - - 3. FINISHED GRADE PROFILES ARE PROVIDED .0 THE PLAN AND o <br /> 4 PROFILE SHEET FOR EACH ROAD, SHTS. C3.02-C3.08 0 <br /> WETLAND A 1 IL - - 1 I 4. ALL LANDSCAPE AREA SHALL BE AMENDED PER GEOTECHNICAL <br /> CAT. 11 I ( Q INAGC� I 4;ATyo4 a C 5 30 ( 2 •3 D A ( IVA7E) I •� •, I i ENGINEER RECOMMENDATION PROVIDED IN THE GEOTECHNICAL m <br /> / 2$751 SF ` IOP N\§PAC) 11 I + I �r 479.5 68 REPORT FOR THIS PROJECT. LLI <br /> M31 I ± a I p 5. WALL 4'IN HEIGHT OR TALLER REQUIRE SEPARATE DEFERRED I- <br /> V' a7s'ls �' FFE_ _ BUILDING PERMIT <br /> TOP 475.0 \I ` 1 82 479.5 J L' 67 a63.5 6. CONTRACTOR SHALL GRADE SITE TO PROVIDE POSITIVE DRAINAGE <br /> (9'1 TOE 465.9 \ m '; 1 II FFE ❑ 635 !�' I AWAY FROM ALL BUILDINGS FOR 5 FEET AT A MIN. GRADE OF 5% cc <br /> i <br /> ZD LL] <br /> --6 3, _ \ \ / ¢ INT 11+41.18 ROAD A c <br /> +47 4FFIl 51133 - /62 a83.5 I °e = 104+76.70 19TH AVENUE SE <br /> - vi <br /> EXPOSED VAULT ' Q L I I ,S 84 4 6 J L 65ae3.5 I / Z <br /> a �' 4 61 4e3s fa.a o <br /> 1 \ ---- - ❑ 64 <br /> J alias - Z <br /> u \ 85 479.5 <br /> fea ---- `-- --- <br /> `------ ------_--- W {fir J a <br /> 70P 476. � <br /> I ( TOE 45L7 `( / • - m I ,.0 OP 3 7•. = f <br /> - a I '• •. 59 I I � .I l Q m ic� w <br /> w <br /> o <br /> t <br /> / roP an.o R D E s b6 o v 0(19.5 TOE 4575 I I •S S - (PSRIVATE _ W <br /> - - <br /> • � x _ •� CLIENT <br /> INT 50+00.00 ROAD E <br /> 1 =60+00.11 VAULT ACCESS <br /> - PACIFIC RIDGE HOMES <br /> 1- 477QO;� 17921 BOTH ELL-EVERETT HWY <br /> \ (17A TOE 460.0 1 a I SUITE 100 <br /> 6 37 <br /> 38 <br /> 39 , BOTHELL WA9 012 <br /> 8 <br /> I 1 <br /> J! FE= FFE= E- E- 4 42 43 44 45 46 47 48 49 50 51 \ a (425>438-8444 <br /> -- ---- - FFE= FFE= FFE= - 479.0 a79s aso.o aeos�I❑ 81 53 54 55 56 57 58 zs o / <br /> rn ( <br /> TOP 476.9 <br /> \ 18.1 FFE- - - <br /> � 7 \I TOE 4579 - - _ - _ - _ <br /> 4770i 477.0 4770 476.5 476 FFE <br /> - 3- \ \� 481.0 5 FFE= FFE- 484.0 FFE <br /> 477.0 FFE <br /> __ ___ __ 4 .5 482.5� 483.0 483.0 484.5 I' I <br /> FFE FFE <br /> 477.0 4775 i 478.0 479.0 ❑ ❑ <br /> - - - 2.5 <br /> P <br /> �LQP <br /> TOP 476.0 oP 477.0 INT 4�+BO.DO ROAD - CI IH <br /> 6TOE 458.4 5.5 (1' TOE 476.0 \ =51+46.19 OAD E 372 / - °so INT 20+00.00 ROAD 8 I CONSULTANTS <br /> 6'TALL FENCE(TIP.) ------- -- �3+02.21 ROAD E I <br /> � I Site Planning•CIA Engineering <br /> Landscape Architecture•Land Use Consulting <br /> It <br /> Ht.,A]WA 98034-(425)2852390 <br /> 4. 101 South Wemtchee Avenue,Suite C3 <br /> o a Wenatchee.WA 9MI•(509)2917731 <br /> `Y w.cp heonsultonts.com <br /> PROJECT NO. <br /> �I <br /> oQ <br /> 0132-21-028 <br /> N DRAWING <br /> /o a <br /> C3.00 <br /> o\ 0 30 60 <br /> a ..r.beiow, PLAN IN FEET SHEET 13 OF 45 <br /> '�Cail nature waye. ® O22 cvn cons"itanu,uc.An ai nus aosonoa. <br />