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16-102251 (2)1 / / ,r Y r W tN AAI� t; SOO p r Ab'M 1V'd3Q3-A j0 %LIB . i 9lOZ I I XVA _ i � f €t d 4 i V AA 41.' ;y. % Mts- 71 i i.. .fit � QI k 7' UNDERGROUND COMMUNICATION LINE III EASEMENT PER REC. NO. ! 8009260597 I : ( 24' I i I 0.95'-- ; ___ 0.58' 5.0' 4.0' 14.05' 13.88' 4.54 5.0' I I 7iNEW PLANTING STRIP CONCRETE SIDEWALK 1 PER CITY STD. ! i 47t SOUTH 347th STREET I ` Scaie:H=1"=10' V= 1 h � lit + P� 117 s ° T` 1 aryy�9° +����a�� y� S e� o '�+�' ry�� it `= �• y�g � r ry-�---- 112 00',, -- +rye.. NEW SIDEWAL ALMG + EXT(�ryUDED CURB 11 th AVE. S. FRO TAGE SEE DETAIL NEW 1 u+ � t� Wit• l i. (SEE DETAIL) ��+ ,ry° g TI-� SHEET. ry6o 0 1 RESS, +EGRESS & PARKING EA EMEN $n6 G� �! ryry�ry�� eeryyry`' R RE�� NO+ 8209300273 Ui l jj i�3,7 - ` NEW ',..S EE `j.IGHT PER CITY S DARD� SEE ELE TRI �> L ryPLA yo ryg° u e 25420 NO HAN ICAP ACCE RA PS. `rye --- - k"-- 1g + 2 :E SEE ETAIL THIS HEE , F :K fryhry s ry6 g�, a L=1 6.08 \l \i a a� 255-5 B 1IV I,0 1 1\-\ L ryes• 1_� �• �• ; - .+. I 7' GROUN %..COM ., I ATION INE 254t W K \, EASE AA PER R C. NO: \ 8009 7 256.0 T1All 0 \ \ \\. �'.. 254.0 B a� \� \ `�i _ ea /�� � f" ''=t` .sue•-•t �; 2; NEW SIDE ALK AL NO�u' 11 th`\AVE. FROM AG'� E 247.94`\``' , 244 \ 'p .0 (SEE DETA1 `����� �, 24s.o(BW � \ 56.30 \ vk\ ry s \ \NA a6e �\ 256.30 �t1 5076 \ ..10,529SF/0.242AC \ ooA 2g ,...7,823SF/0.180AC \A� ....18, 352SF/0.421 AC- \, VA 56. :RMIT USE ONLY + `' \ ��i\� 253.60 - -= \\ W S:T> ETA aT P CITY ST i AR6 ry ub*. SE ELEC IC \ P( AN rya "'- \ ti ry + L.tytlyv \ \ RELO(;7E b n4►dKtt�! EXISTING SPOT GRADE ^�1? 00AID EXISTING CONTOUR �-_25 + , ` L=36.32' PROPOSED SPOT GRADE 255.40 ''�` ry�g . \�`\ A=83'15'00RELOCATE- �- STOP SIGN PROPOSED CONTOUR 266 `�\ '\\\ CURB R SEE PROPOSED RIDGE LINE - - -f�- -- - `\ a TAI¢�'SH`. C5) + a \ PROPOSED SWALE LINE - `\. \ a�'p ry NEW ASPHALT PAVEMENT��° 1 N _ NEW CONCRETE PAVEMENT := •.: `: �'_--'4.' •- \\ + RETAINING WALL ROCKERY 17 LIL3i C) 3 STRUCTURE TOP ELEVATION TE= o PIPE INVERT ELEVATION IE= vTOP OF WALL ELEVATION TW= BOTTOM OF WALL ELEVATION B W= NQ (AT SURFACE GRADE) r In W Q U:\Idd\2003106\dwg\XE-GRD.dwg, 08/25/2004 08:36:40 AM \t\\ F, Ile 24' A 10.13' 24' .7' UNDERGROUND COMMUNICATION LINE EASEMENT PER REC. NO. 8009260597 - 24' _ 13.87' 1 14.21' 4.0' 5.0' 1 J 2 27------------ ---- --- ----- - I PLANTING STRIP NEW CONCRETE SIDEWALK PER CITY STD. :n 11 th AVENUE SOUTH Scale:H=1"=10' V= h ry ry0e rya oh9 + + + + + Sx N88 43 16 W + 248_ 3__ _ g +ry -may pje N 01 *2533" g0 INGRESS, EGRESS &PARKING EASEMENT ' .; nary I P&R REC. NO. 800.4220407 �g' f( II 6.87 / g� rr ! \\\.�� }' 6 ry i I pry V/ rry^�• °y ►' °4f°7' UNDERGROUND y �h' gii o N COMMUNICATION LINE eta NZ rya +ry Aga \` // EASEMENT PER REC. NO./ ry°6 ry 8009260597 + ,+ +� ry ti ry ! R= 4.5:00' �` I A=115 32 18 ti a5° y0 it t I ry ry1 11 • dj ,` d °0 � ,6 ry�°• • t ry0p9 ri��rti�° ,j�ry o C � moo`•' � � ° �o�".: • r r / (\J\\'\ (� FAG•, \� ry° _ t`'�`� .. �-;;� WI 00 +,\a ! Ni ry1CI, Ill fir' IIF 4 - ----- 6 ry� ,\a u2_4 111 / \ ry ry1 iI l ... _ •- Ill ! 6 X I II I I {I \ � � IPI ry� oo Fp ell � .yo \ r. ,ti ILfy jit RI - \ I I s• 1 �' � - '-Itl a ttl • -' = �rn �� �J1q� %i'�I � ! rytti 24'' t - „ 1 \ r3 h° T \ t1 Spa S`� c'97 fit 6� R=76:00+ry rye__ .i+t 6 15 try°ti =97.11" . � \ / T .ti c'r +ry6 L� 73*12'.3v, / J,` ►tt TRANSFORMER Er�C9 �P �/ F / � 1. PAD Bf r � '• da 4l�iL K�•��'tr `fil/� fit.. / , /i' ry ///6 / - NEW SIDEWALK ALONG �..; 6.30x" S. 347th STREET /''� - - - - - . - - -- - - (SEE DETAIL) � r / e 6ry�.r/:;•� ry6a. 6' 1' ,r• ii Class AA Concrete ,--Pavement #4 Rebar Con GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft so CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCITON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFF -SITE CATCH BASIN PROTECTION. 6. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 7. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 8. INSTALL REMAINING UTILITIES AND BUILDING. 9. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 10. COMPLETE SITE STABLIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 11. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF -SITE, OF ALL SEDIMENT AND DEBRIS. 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. ADVANCE WARNING STRIP `04!k (n NOTE: A SEE SIDEWALK SPACING < S. Z EXPANSION JOINTS AND oQ 3� J-- SCORE MARK DETAIL DEPRESSED CURB & FOR ADDITIONAL NOTES. GUTTER OR VERTICAL CURB :5 STANDARD CURB & GUTTER 0. 1 /4" DEEP PATTERN MADE r OR VERTICAL CURB----_� 5'- WITH EXPANDED METAL GRATE TYPICAL CURB RAMP m VERTICAL CURB 3' MIN. OR CURB & GUTTER 13ACK OF WALK SEE LIP DETAIL SECTION B-B � s' MIN s' MIN. /RAMP 12:1 SLOPE SECTION A --A NOTE: THIS RAMP MAY BE USED AS DESIGNATED ON THE PLANS .AND IN AREAS WHERE OTHER RAMP De EICNS ARE NOT FEASIBLE. FINAL DETERMINATION SHALL BE MADE BY THL CITY. ip CURB RAMP NO SCALE #4 Rebar Anch @ 3'-0' D.C. (18' Long) NOTES 1. Saw cut construction joints every 20 feet. 2. Install 1/2' premolded asphalt expansion material every 100 feet. EXTRUDED CONCRETE CURB DETAIL - Not To Scale Cal 2 Waking Days Before Your Dig 1--80�-424-5555 UWm Underground Location Center (D,MT,ND,UR,WA) RECEIVED MAY 1 1 2016 CITY OF FEDERAL WAY CDS 0 J y 3 co Q . a. • ZV �a�� �P8 � OI I I U MLb nz �AAw t�0 O tC ZCr°00oo v� T i V) x _i V C) �Q ~ Z Q w Z cn Q Lv Q W Z Uc 0 CD Cr LEI Q Q � w J 2�U-) = M VI O S �- d 0 o N U r z K tic z i W J * IL FF-- c: a S2 Cn Z z 0 = z Q I LIJ C D_ L 0 z ry G Q _ S Uoz -N CO Y ) � J Q ID w ILL. drawn by chEckedb JAL/JHH !� scale 1 "=20' date job no. 2003106.01 e 1 sheet of