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21-101125-UP-Survey A-03-23-21-V1RIM = 252.71 I.E. = 249.13, 12" Of (W) STORM DRAIN MANHOLE I.E. = 248.84, 12" Of (S) RIM = 252.39; LADDER (E) (p ' I.E. = 245.75, 12' CONC (N) ASIN I.E. = 245.29. 12" Of (E) ,y RIM = 252.29 I, I.E. = 245.45, 12" Of (W) m I.E. = 249.14. 12' Of (E) 252 S. 34UH STREET / 1ST AVE S. i1S U L, icuBOUNDARY / TOPOGRAPHIC SURVEY Q A PORTION OF THE SW QUARTER OF THE SW QUARTER OF SECTION 20, TOWNSHIP 21 NORTI1 RANGE 4 FAST, W.M., I cDNc WALL w/ � ; l 4' CHAIN W CITY OF FED WAY, KING COUNTY, WASEE NGTON. FENCE STORM DRAIN MANHOLE CATCH BASIN RIM = 5 .98 STORM DRAIN MANHOLE RIM = 252.10 k I.E. = 249.90, 8- Of (E) RIM = 252.62, LADDER (W) I.E. = 249.94, 12' DI (N) CONC WALL w/ SANITARY SEWER MANHOLE 1 "' `�'' CHAIN LINK RIM = 252.28 ' I.E. = 248.45, 12° O] (S) I.E. = 248.75 TO TOP OF I.E.E= 249.87, 12" DI (E) CATCH BASIN SV� 252.41, '; 1. E. = 248.46, 18" CMP (N) 12" PIPE "OIL SEPARATOR" I.E. = 249,53, 12" Of (S) FENCE TI.E. TARY SEWER MANHOLE I.E. = 239.12, 12° PVC (N) RIM = 249.86 PA ]flu; ❑ � I.E. = 250.54, 4" ADS N STORM DRAIN MANHOLE= 253.56LADDER (SW) l.E. = 238.69, 12' DI (E) CATCH BASIN () l.E. = 238."3, 12" D1 (W) 1.E. = 249.79, 12' CMP (N) TB�IIk RIM = 252.52 = 240.1 ] 12" D! (E}RIM = 252.95'� l.E. = 249.79, 12" CMP (E) CATCH BASIN {TYPE 11) H.E. BOLT AT BASE OFCATCH BASIN E. = 249.72, 8" CONC (W} I.E. = 249.45, 12� Of (N)= 240.65, 5" Of (S) �Z I.E. = 249.81, 12" CMP (W) RIM = 248.16, LADDER(W) CATCH BASIN TE LE. = 246.87, 12 Df ($)= 240.25, 12" DI (W) �' 254 ; lE= 25D.81, fi" CMP NW LIGHT STANDARD' RIM = 242.32 CATCH BASIN ( ) LE. = 239.95, 18" CMP (N) 13EYAT10N = 248.68, RIM = 24].47RIM = 238.03 -J' 1 a ' ------ -- ---ASPHALT-- °-- ��� -26(1 - " _258 {) "' = LE. = 237.45, 24" DI (N) I.E. = 237.47, 12" CMP (N)OH-;-- - ON p ;�, - - ----- t.E. - 239.74, 12" CMP {E)I.E. - 248.43, 12 DI W 240.52, &" Of N ------ .- STORM DRAIN. MANHOLE y g -1- __ ---'^ - ------ --- ST------;---- ---ST ------------ I-'------1--- " I.E. = 237.46, 12 CMP (E) 1.E. = 237.23, 12" CMP (E) l.E. = 233.74, ]2" CMP (E) �n 1 ��`, ,; - s�-r w = 6 I r --- ��---'--ST--- 4:E. - 243.20, 12" CMP {S)----------- ----------- U r, L. .. xL, '. x �-- --- P--I r ra - :F-�-Fr====== _ ='- _„° 5 / COBBLE - ST 1.E.S7 237.4-TZ CMP W --,-----ST• _ I.E. = 233.74, 12" CMP (S) - "---- 7 --- - RIM = 252.73, LADDER (W 1 Q ` = ` _------- 0=. ::, LA.h?,R _ __-= eer= � = ' ---- �_� STONE ti' ' r 1 E 'M 3O ]2" CMP {w) pAlli _ �D EuuL1i E---_"__ LE, = 245.821 12" DI (N) CATCH BASIN lil si+ LA;.i� S- - tia I.E. = 245.67; 12" Of {E) a ' RIM = 252.06 i Rlrp'- < ❑ t pq .E. = 5.85; 12" Dl {W) � 1.E. = 250.72, ASPHALT -- _ .85, 1 " Of I.E. = 249.91 ----- ST --- - ST-1'---------- ST1�16 CbR, ----- ;- in FAltliE A=lt �� RIM = 252.45, LADDER (SW) A I.E. = 242.59, 12" Of (N)� w -----� 1.E.•= 242,57, 121 DI (E) 1.E 243.11 8' bf (w) 1\0 `Lh 50 5- 1 - FOUND BRASS MONUMENT INCASED, SITE BENCH MARK PER BSP. UNDER REC. NO. 2010041400033�`7. ELEVATION ON RIM= 252.52 d • ' t I= ll.tAl SANITARY SEWER MANHOLE a I RIM = 252.80, LADDER (N) I.E. = 242.44, 12" Of (E) i Lu Lu I.E. = 241.73, 12" Of (5) 2 I.E. = 242.22, 12" Of (W) SANITARY SEWER MANHOLE RIM = 250.62 I.E. = 241.73 AT CENTER OF 8' PVC (N-S) CHANNEL C0 CATCH BASIN RIM = 244.37 -- --- - ' I.E. = 241.50, 12- Of (S) 1 ^v I.E. = 241.27, B" Of (W) I ai 24g•,, ; LO ATCH BASIN 1 ;+ RIM = 244.28 1, I.E. = 241.50, 8" ADS (E) CATCH BASIN RIM = 234.66 0 -- I.E. = 232.28, 12" DI (N) I.E. = 231.28, 12' DI (S) i ; SANITARY SEWER MANHOLE, / I RIM = 235.34 1 ;1 I.E. = 225.09 AT CENTER OF + 8" PVC (N-S) CHANNEL Ea ao z U ; z � fl- i,; X CATCH BASIN RIM = 220.77 � N LE. = 217.73, 12" CMP (S) ; I CATCH BASIN ,y RIM = 221.74 1 "1 I.E. = 217.99, 12" Of (N) `gyp 11, I.E. = 217.99, 12" Of (S) '111�' III11; SANITARY SEWER MANHOLE RIM = 207.50, LADDER (W) I.E. = 192.29, 8° of (N) LE. = 193.09, 8" PVC (NE) 11' I.E. = 194.54, 12Of (E)Lr I.E. = 195.80, 8" PVC (E) -- I.E. = 192.16, 8" Of (S) 21I Fr i 4 II _ SANITARY SEWER MANHOLE31­ RIM = 217.25 I.E. = 20Z80 AT CENTER OFp, 8" PVC (NE AND S) CHANNEL • r Lwll Qd n zn rtlM = 1V/.JU I.E. = 204.32, 12" CMP I.E. = 207.50, 12" CMP VICIN= MAP NOT TO SCALE GRAPHIC SCALE _ �� ---- _ --------- - _--- - I 1 1 /'y/� Z I 'r R=25.00 ii ------••_------' +._ - --* __-- - ----- - -------_ __ ----^^ ------ I I =• :__ � � G ----G Z �'� G `� --- rx1r,T..zJ Lxt.� 'STRIPE g__ - -- -------_-_ � - - -__=__ - --- --___ _ _ __ _ - _-_------�---••• --- - �--,�----_____ • I - - r-- 7 � � `-r^co 40 0 20 40 sa ien ---1-L 3 fi --1 _ _ CURB & GUTTER h za G G ---------.�. G - G ---_---T---- G - h G -- ------ G---------- O II (n• �� - a -_ �ASPHALTv; cr, a o - _ o _ _ - - `L --------- --- -_ _ _ __ CURB. & curlER _.?sue�ti. ACCEss '� $,,'; '1_ _ _ _ _ "` - -- ---- -- :v it �• ; nj. - - ^--------^-- ° --^- --- - - - --- rx It p> 4j �j Cal' -I .. w K%A -• --------------- - "•-- p -------- P------- ---- °--------- - -- r--------- ---- p -- - -----ti - - ----- -- ------------ P_^ - a_ ; �' --- �' ---------- xL... x 1 _ ;�---- ----N_ 8$ 19 W ra a sz '�====='===== ___ -== =_ _ _ys - : z�__- _z = == `y2 _ == =_ -� -=== i-= i - ^ --- - P----------- y'SP `L P 6'H------- -------------------- --------------- gg ----------"- ---------------------- ---- --- Z��---� ---- _ F I T T �'L ,�o • i ( IN FEET ) _-` ______� - - - ry - - _ -h P P - P - - 53-P-^-------------- P------- t7�- - P - P - - P-- P st.C. iA LF' ; N'i rI -` inch 40 fi _-__ -` - 253.81'- r - 583.81 a'U J / 1 = - ---�-_ RIW _�--------�� -_ 1 6' 330.00' TOP 8AR! �,�� 8" x4 ,6" : g 17" (nary 264 ti I ' / r ` 244 ����Vr/ y SANITARY SEWER MANHOLE ��r�+� T�-� Q�1[1 \'. " `L f - r �% �� jr 21 cy� RIM = 243.19, LADDER (SW) SHE AVIJRG1.717 2a"'` �.18` 18" 27" �3� % i \ i �1 I I I / Z \ / / Q� Q�r /i2 1.E. - 2347.40, 6" Of (NW) �L�lt`7�l .OFF �7P�ti��LV\.T►7 / CATCFt BASIN B-1 / / l.E. = 234.07 ]2" Dl E UNDEVELOPED LAND ° 12" +� r 1 �1`� / ' 12" PVC CULVERT ' > p i �i 7" / () NORTH 01 08 58 EAST, CENTERLINE OF 1ST AVENUE 1 22/ + 6" / j / O 4 / I.E. 241.65 (S) RIM - 248.79 " Z- i ��%; / 22 LE. = 234.60, 6" Of (SW) SOUTH AS SHOWN ON BINDING SITE PLAN FOR WALLER a Z/� I 1 ;� 16" 1 / ' 1,E. = Z46.04, 8 D1 {N} r I / I.E. = 234.30, 12" Of (W) N �;, s` t _ _ y / I `�i 18 „ /15. p pT��pROAD [V ASSOCIATES, CITY OF FEDERAL WAY BSP No. u: >r6" a , g ` i 9"�1 Co`t'• 2a" I f.E. = 246.57, i2" Of (S} , ,CARN�.JI MERS •�' I - +�'11s" 2k" 24" --� ° ---r �� 1 �/ ,; 22"' 05-101081-00-SU, PER KING COUNTY RECORDING No. I: " �-- ti t ' / , �` Qi \ 9129400010, 9129400020, 9129400030, 1ill; I 7 - 19 , 2 ti6° I ' , •`�' - 22" 20100414000337. ;l " 8-9 ,• �� v_4' 24" 20, l , _ ��i �z / 9129400040, 912940TR-A " ` \ \ 16 0 , yn /�-' 4 �v / �R, � �r 'V b� i GjQ Q� 4 + 1 _ - ('� 1 �Q A Q A NETHODS AND - QHWENT ? I r 1 7 Q 1 a 6 24 �� r 7 I / h, / I J V + / e �/ 1 Sl L J7.:i 19L�L�'1 -� -- - -- I III a- 71 �+•3",�? 6' - i " ti�O /1 / i i I ' I Ink ap° � � , � rs'� / � � � � 362,576f SQ.FT. (8.32f ACRES) SURVEY PERFORMED WITH A 3" TOTAL STATION, • 1,1 1 w , .. \ 24 i / io / �� +� DO' . 30LO " 3� USING TRAVERSE AND RADIAL SURVEY METHODS. ' 24".� �\ s �1a' ��' �� 1/�� ` 0 �ti, SURVEY MEETS OR EXCEEDS ACCURACY ;i, ; I �� \ 33 O +�' ` +ti`�lI o �; "7 I �/>��/ ti� 1� LEGAL D ON REQUIREMENTS CONTAINED IN W.A.C. SANITARYL -L T 1 I 1 / \ 2��/ PER BINDING SITE PLAN UNDER RECORDING N0. 332.130.090. ! \ \ SEWER EASEMENT TPN 912940001 { j '�i 20100414000337.) cy �( LOTS 1 THROUGH 4 INCLUSIVE; TOGETHER \ h I I \ LOT(S) , j \ 1 + - ----- }----L_�----_----- +ti�� L +ti�� r �, I�,� I ^ 24 ,, .;=.3a- -i WITH TRACT "A" AS SHOWN ON CITY OF �EVATION DATUM \ 130" M OF 1929 +----`---�-� w �� l �� �\ �o� ;.M x 1; `� NATIONAL GEODETIC VERTICAL DATUM o ti 1 I j f J i FEDERAL WAY BINDING 51TE PLAN AS �• i h I �• I/ I l 4 r -2 RECORDED UNDER RECORDING NO. +' RECIPROCAL ACCESS EASEMENT 24' I i FOUND REBAR & CAP ] \+© \ \�', ' �� BENCHMARK: FOR LOTS 1, 2, & 3 I 'BCE LS127328' 0.1' S & \ \ \ t `; AS LOCATED INTHENORTHWEST (QUARTER F NORTH RIM CASE AT INTERSECTION OF 1ST 2 I ; ' a' - -1 ! I 0.1' a of CALc'ta17 THE SOUTHWEST QUARTER OF THE AVENUE SOUTH AND 3 L j i 24' ; �" �Za" 2� h�., POS17ION . (9/11/2015) o" w 4" 24 „24" S 8843'19� E +� 1 c"'n 1 A� \`1-1 2s, \ SOUTHWEST QUARTER OF THE SOUTHWEST SW. CAMPUS DRIVE (S. 34$TH ST.) I r I \ \ 1' ► i QUARTER OF SECTION 20 TOWNSHIP 21 � - 24" 275.50' - i `mac, o ` 24\ r = \ \ �ti�` 1 r =� NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ELEVATION OF 252.52 6' E'-' t 1 i I i \ B_ I� ¢ \ \ ✓ 22. ` \ ati '� IN ICING COUNTY, WASHINGTON; ^s 1 ;I ' / ti� 2a" �" y f FOR CONVERSION TO NAVD 1988 DATUM ADD L �- a .- �l� i --- ____-- -------------------- _ h___� a \ \ t+evs" ,a % 3.54 FEET TO THE ELEVATIONS SHOWN HEREON. " I� L - --- --------------� --1 ---� ¢ I L Z \ , 8" _ \ 2k" v%a" \ v ` � µr 36" 1, N };I / \- 0 -� 1 `54 -�_. U -1- ;.. 15" 3a" " +� o l ; �`� ACCESS ESMT. 0cl� 1 - 24- '" 8' 3s" .2a l l -- ------ =� ---\ - ^- S70RM DRAINAGE rL i 7"zoo 17` \ z°� 1 I34 - ----------- �- -- -- --- -- �--- -- ^-� � T-_Lu .. i 24" 1 a 9" A�� \ ; fl" 28" 12 2a" \1 r �j �''! ('�]��: T �r��j[� 2 I ; �` '� - �- -- .---7 ,x , �,n 14" - 2°" +� 13" " 12" 27" ! V NC 1.L:A.1 !_eih�.L'eND r I f • - I I C� tv J 14" 2h" 1 % . ti c g" 12" s' ; ! JI' l 1 � �N 22"� 1/ " `a"4zvb 7 ' THE PURPOSE OF THIS SURVEY IS FOR DESIGN 1 2 \ \ 1 r; r 10;� j 15 27- , �24" 1 124".•; j MONUMENT FOUND AS NOTED 2 111' �I� I ��1� 1s" 6" "1 �9" �� / 1 1 FOR OUR CLIENT. y 26. cn \ \ j GJ� / j `� 'Lid \ i 4" 24" `�"``�`" 14" , 4" 4" 15" , ` % \ % �-�� �� } ` ' j 0 FOUND REBAR/IRON PIPE AS NOTED , 1 / y 2) NO PROPERTY CORNERS HAVE BEEN SET AS PART '� 1j 1 \ \� LOT i \ f / 1s" y+ =� 7" 24 12" I !f ✓ a OF THIS SURVEY. SANITARY SEWER MANHOLE f r ' � \ j / � 2a" ® STORM DRAIN MANHOLE \TPN 9129400020 1 ' \r �1a" / `, i� /' i` _ 3) A DIG[TAL COPY OF THIS MAP 1MLL BE PROVIDED El CATCH BASIN YARD DRAIN AS NOTED 4 \ \ \ \ 1 f \ \ i ,5" 9, 241-N 1 " f �.1r}" � 1c� 21' _ - / 2-2 14" 1z. 33" �' P PER COPY of THE (SAME. THE SIGNED PAPER 62, /6 ALONG WITH PDF CLEAN OUT 6cre I / - w,Srz w t 16`� pD / ri *Ij -�20"10" `-"13"'2s.; COPY IS THE ORIGINAL AND CONTROLS IN THE SIGN /'' V' \ \ \ \-f 1 r 'i' Il 14' ; " 14y ,0a'�`u ' `--r '`%n_21 _ '.y -�.�-. 23� EVENT OF ANY DIFFERENCES OR DISCREPANCIES. ® UTILITY VAULT 1. , j IB WATER METER I 1 1 f r i0at _ i ' ,1" / 1s � 14` 22" / " f� y0" ry�ti THE PDF COPY IS FOR REFERENCE AND THE DIGITAL ' \ I 201 , 1 12 , Q COPY HAS BEEN PROVIDED MERELY FOR THE o FIRE HYDRANT CONVENIENCE OF THE CLIENT. COPYRIGHT PRI7M s" �S 01'i 1'04 w J 26w -„' 'D4 WATER VALVE � Z, �h -\ SURVEYING, INC. SEPTEMBER 2015. ' is _� 26" PEDESTRIAN SIGNAL POLE ? \ \ �' I a---------� .--- 22.75 ___ _--------- ------ ' /ry 4� TR \r \ \ \ B-6 _ / \ , --- '+ \ 2. =� 4) THE BURIED UTILITIES SHOWN HEREON {if any) ® UTILITY JUNTION BOX 1 ,, B-1�\ \ 1 i '� STORM ESM - � 1. / j 1 \ \ 1 + �' `�� �� REFLECT SURFACE EVIDENCE SUPPLEMENTED LIGHT STANDARD �_---------- - =- - _ -� -_ --- �i� -"---- ------ ---- ----_48-3 �` 24' 1 f 1 - ` - --- , -"" -- - ----- _w __ _--__ , " WITH FOUND UTILITY LOCATION MARKINGS. THE S 89 36 30 E / �' -"' N ©1'f1 04 E . r S 884$'S6" E �• 3LI- SIGNAL POLE \ f -r �• UNDERGROUND UT[LITY LOCATIONS SHOWN r r l A 84.51°,° 26.00 .`i8.00' ;1 . ,1 \ A - I _-- - -�! ti HEREON ARE TO BE CONSIDERED APPROXIMATE b r CROSS WALK SIGNAL \ \ S $8 4319 E \ _----- �--� r r - -_ -- -°�° e i / J r��+ _ - _ _ -- -� CH A 24"� ONLY. LACKING EXCAVATION THE EXACT _ _ '� \ �` 4�" r5 LOCATION OF UNDERGROUND FEATURES CANNOT ` ~ ~ -__ - � Y - �i l ¢j r - 8 $$ 48'S8" E� °�a��I.G'Q� �+ �° \'\ 5 LIGHT POLE TRAFFIC SIGNAL --- - - '� �`_- 273.80' 11 15' �, ! / -� f "::. `��-� �r. 36" - -0- UTILITY POLE �+ -- -____� ,r_. BE ACCURATELY COMPLETELY OR RELIABLY GRAVEL DRIVEWAY 1 r�'1 1 I � � 1 --- ° l o `�_- -- _ _ --1--- _-� _-------------- 11 y -� - -23a _� �� ~�~,, �oJ 23h',y 1;� DEPICTED. WHERE ADDITIONAL OR MORE -� GUY ANCHOR �---_-_ ^--------_ _- -q-�+r`~i 1 J ��� -- �� F 1 �r - a `- A° - a DETAILED INFORMATION IS REQUIRED FOR HAND HOLE V.' �_ _ ff - ----`--- -- _ _ _ -� _ �� jjr 1 �` �r;;�`� AREAS CRITICAL TO DESIGN, EXCAVATION MAY - 1RECIPRO�AL ACCESS EASEMENT �LOT ` - _ N r ;`1 lii ' /1 r�-------- - J / „*22" 8 BE NECESSARY. CONTACT THE APPROPRIATE m COMMUNICATION RISER ( _ __ / _ J� j -}�--___-_ _----__-�_-- _ -- J� f �ti ,a 1 f I titi f �` �`" o l / ' 41" UTILITY COMPANY AND THE UNDERGROUND ❑L� TRANSFORMER 1'' I1 ,�� \3B4v- �-----;'T j 1 i ' !" °� -4� UTILITIES LOCATION CENTER AT # 811. 40 ---� /; f J / $" - // �4a" QT COMMUNICATION MANHOLE ;� I I ESMT- OR WATER QUALITY DETENTION VAULT I �-; I - ��®� ! i / :=' 8 _ / z _ z2��___ ` ; __�.._ ; f , �_ , f If, / -�Q- Q UTILITY MANHOLE 2 -- -- ---- 1 N, I J f f TEST PIT ;I � ' ; I 1 \ `� � �`� � � i ( � •--^r f J �' it f �,.•�:•• / Q/,��, 5 � `l• � O �'; L � __-- '300 r ; G�,Pj _.q - PANITED LANE ARROW - _ - -- _ ! c 2 11 1I1 w45' , _Yy6'� 1 I +t-� O• ]1 LOT 3 I _-__ �• � /� �! ••n __-_ --- ----t�-_ _ ; ' f r �/ a" • .'S40'"/ / `��L GV TPN 9129400030 -�, l;I°= L------- �,a' w �t �a GAS VALVE / �o -'1r li �I \ \ r J� ` B-12 �O �1 FI` J �� // / �� 1L; �� a" /^ kQ!i ;` ti 1 , I ¢ ' �j� ; ; .`." o�i / y 8' e- `d" x2 SPOT ELEVATION 1 f r ll 5 / " / SURVEYOR'S CERTIFICATION A I \ \ \ \Al°� l l 1 z 1 �i `� ' 14 +,y "� �� CEDAR TREE DBH o I I \ \ y + // 2 `� ryOh r 11 I HEREBY CERTIFY THAT THIS MAP CORRECTLY (DBH) 15" \ r1,�° sr O tll f 12" ADS CULVERT j; j� _ �L � " ti + o, o REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY PINE TREE (DBH) LLJy 1 INV. = 226.15 (N)7 H, 40" z MADE BY ME OR UNDER MY DIRECT' SUPERVISION AND cv ' \ // ° ►- �� 1-` 12" 11 THAT TO THE BEST OF MY KNOWLEDGE REPRESENTS THE MADRONE {DBH) +11 \ \ 'L"� �� I+ �= / TOPOGRAPHIC FEATURES AS THEY EXIST ON THE ALDER TREE (DBH) 1 ;I 1� \ �\ \ icn i `w� I,\ \\\ J ry�1 ��1ax2r -� GROUND AS OF DECEMBER 10, 2015. n I s6"\7 _ , i I ° \ \� /��! / +� 4 FIR TREE (DBH) \° \��.' �� / FACT A 6" -- - €�; `� �`° '� .�� - '`- Y __ -__- MAPLE TREE (DBH) 7" I •-•-I `� \° \ °�X % s" a- 276 p. 2'z �,�' ------ ---------------- 1 1 z \� �V a" - �Qg o Ash j� RIP RAP 2s 'f B" a \ \ + j� -� .�...�.L 15 /o %10 r " ` _ _ 111 b IE ll ! ; ; 1 \; r ' �h� O __________ .l L �D S/ CDNC 10-1 ------sT-------- - sr --°� 12'ADS - C r z R/W RIGHT OF WAY 30' X 175' WIDE STORM DRAINAGE i I\ ,� \ f a" S 8 4 34 1 1 j �/ '� r M EASEMENT FOR THE 8EN 1 I " ' �C a14[: PER BSP. 214 FOUND BRASS 19 . r20 MONUMENT INCASED. (0910112015) 30 ji 29 I V5 1 A=90 52' PAEt`!T: G LAi`tE STRIFE 1 ��. --- - - _ t' _ "' - - - `�" p PAR -I T rC LANE STRIP 1 ASPHALT 254 ""- -- ------ ;--- _ - �rY-------------- -- Fxt'1ilC w--------------- w--- �-�p� -------- ---"--------- -- , �� FAItlTE13 LAhiG I�� g gg 4319- E -` CATCl1 BASIN MONUMENTR ��NTELRINE - - CONC Bf _ I.E. = 249.32, 12 254 R h'%Tr 7rFMr-fr •e A~TMrr.. _ :_*Y__ _= -- URB & G{JifER'...-• -- Ok - _-==_= = H O Lt" `r ___- -- OL( t�� h ? I.E. = 233.79, ''=_ 12" CMP (W) -- -n-_ - P -----te - - - - ASPHALT '. - - . ,I,• ul -----=z--5= 6H_-� _- _ ti� 2�' _y a_ _�t1_ -0 - _ - -- - -___------ -- - -tiz _ - ---- - N t,. A.'i --- ti ------------- ST ---- ------ -T -------- = ACCESS O 7t sr-- - ------------ =______ CUR�<i& Gtt ST _ -- ` ----- --=-----=- - 5 -------- -- p -- -- --� - �------- + --------�I-- �- ° : ;, \ ACCESS - - ,D-� yD ` --------_ - 4Y ---- W I; FnittTED LAt,I� STRIFE &GUTTER 2 }y r--- W ------------ -----^----- It'Ji�O---- r- 4t1---.r- S 4 W - ------------ W ----------- - - W ---- -^ -- t� W - -y--- W ----- --------- 4Y - W _ .5� ------ e-------^-SS------ SS-------- -;------ p v ASP AVINn SS ---- ---------SS CONc1CURBING------------SS--- `�' 25 cn 1' -- -4*' -SS ----------- iS - -- - ------ 55 r------------•SS------- -------55 ----- u EFIT *erg h TPN 912940TR-�� _ _PEROF LOTS 2 AND 3 ONLY f �� ' BpP NDING - CHAIN SITE FENCE PLAN 3 7- T , / �'0 38 13 • �� i S 88'4234" E h ` >/ _ti 1� �,�� l\ \ \ \ \ \ \ +ry��. ��O`w 9 �1�7' x 2 / ti� fiO3.10 +� r ss/0 at Ln� SJ� CULVERT 12 � HANDICAP RAMP II I o� I 'o !�'��• \ \ � \ _ �'6 IPill �, � `/' i r � f ' " O`L6 �,� ti �2" ADS CULVERT .�- WETLANDS P° `, �'}-J}� STORM DRAIN MANHOLE I.E.218,49 (E) GARY D. LETZRING P.L.S. N0. 38013 DATE ti g `�' �Z -A'- UNDERGROUND WATER LINE {SEE NOTE 4) 1 z o�O� WETLAND NOTE: >, RIM = 233.28, LADDER (W) +titi ' 8 NOTE: TRACT A I.E. = 225.78, 12° ADS (NE) -p- UNDERGROUND POWER LINE (SEE NOTE 4) 1 RIM = 205.41 dG THE WETLAND BOUNDARY AND I.E. = 231.68, 12- ADS (OVERFLOW PIPE, SE } STORM DRAIN MANHOLE -T - UNDERGROUND TELEPHONE LINE (SEE NOTE 4) I.E.= 206.38, 12° Dl (N) THE WETLAND BUFFER LOCATION STORM DRAINAGE EASEMENT AREA (PRIVATE) I.E.= 225.98, 12" ADS (OUTFALL PIPE, SE) RIM = 225.86, LADDER 5 -O - UNDERGROUND GAS LINE SEE NOTE 4 1 FOR WATER QUALITY & DETENTION SYSTEM () ( ) I.E. = 206.31, 12' Of (S) SHOWN HEREON 15 PER BSP. APPURTENANT TO LOT 1, LOT 2, & LOT 4 I.E.=225.88, 8" ADS (CEANOUT) I.E. = 221.83, 12" ADS (NW) -S[)-- UNDERGROUND STORM DRAIN LINE (SEE NOTE 4) AND FOR BLDG. ROOF AREA OF LOT 3 PER BSP. I.E. = 225.63, 12" ADS (OVERFLOW PIPE, SW) I.E. = 221.76, 12" ADS (E) -5�-- UNDERGROUND SANITARY SEWER LINE APPROX LDCATiON APPROX. LOCATION (SEE NOTE 4) WETLAND B I.E. = 230.53, 4' ADS (PIPE, SW) WETLAND B I.E. = 221.79, i2" ADS (W) I.E. = 225.99, 12' ADS (CLEANOUT)IL Q Q Q 0 0 0 to U') r 0 C A \ N r \ 0 ¢ t- vi 0 0 z 0 z w Q Q u- U C3 } a' Z C0 w ¢ L:..I LLJ z a � z = - d Q ZD O 0 0 i= i= W 0 F- 0 0 ci O r. r 04 t ) � l w 0.7 CC) �06 NJ U ' C\2C'" gag�C-) W 0 Pr4 E-- x � �CeD o w pqM_ � C-+ a w � 0 U DATE OF SURVEY 08 11 Z2015 DRAWN BY - DAg GL DATE 12 z 2015 2 SEC. 20 TWIP. 21 PING. 04 S>EET 1 OF 1 PROJECT No. 205'110 DRAWING NO.