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, <br /> SW �/4 DF SEC 20, 7WN 28 /V, RGE 5 E, W.M., S/VOf�OJV1ISH COUNTY, WAShIINGTON � � � � � . <br /> � � � � _ <br /> It=4S1.U1 C;IK t;HANNtL (E-4Vj / (�_4¢g.�7 12"RC� E � CASE. 11-19=1Z <br /> � <br /> _�,�,�1 R <br /> �------- cr+P _�,,��a„�,,,,.E,, .�:�.-.,.���,u.���r:�.. . mv;��.��. -- <br /> ��� <br /> . . . ^ OHP � `''r'"z, � -- <br /> �� <br /> .. . . ... OHP -- - OHP ---� OF?P HP .OHP . OH? --� � <br /> �452,� -�.���� . . �-s�.-- -5� ''v '� :.. .-...._ , - <br /> NOTES = � . .. � � <br /> % y`�`. --. -�-- ----�--- �-__-� �" . �w �4V. .. _.... ..w .. � <br /> . <br /> -= p �_,.�; .. . <br /> � � � <br /> _ .._�� .. � : <br /> 1. ALL TEMPORARY PIPE TO HAVE 1' MINIMUM COVER. _ , , ,. • <br /> . <br /> 2. ANY TEMPORARY SLOPES STEEPER THAN 2:1 TO BE <br /> .. � �� , �;:� -�,- - ---------��. <br /> _ �<.��=� a��� �.h �14TH�ST S �.: :.; ; . ;. , . .. <br /> , .��� <br /> _ �, : � <br /> - , ��.�a...,� , <br /> � � - a K .�,`, . . , � . <br /> ..;a:;.�a.i"t'�mn;� -��__. , .. <br /> -�__ . . -�]IuLYY���^-?_�m»�eiu.z-;. 3,�,�Yr.� >:.a-3°G^ Q. Q_____. � . .. .� . .. . ..... ����.�.o'' . ' _ � :..� ...�_�� r.�',µ . . . <br /> STABILIZED WITH TURF REINFORCEMENT MAITING 4 �� . . �o� ., . x ,i �� . o <br /> a_�.. ---��� �.�,��b�.� �,- <br /> �. � � <br /> (LANDLOCK 450 OR EQUIVALENT). � _ � _ - <br /> -� �� � , <br /> .� _ , <br /> , <br /> ----_ _ <br /> �--��?� � - ------_ ,1 _ o c�,a�l ��,� r��- o Y� ��,,;R.a �r- <br /> ,� � � - - -�.�,. �` _ ! � tn �- <br /> OPEN SPACE � .. .�o�`�. ,�__ _ -- _ ��.-��a �-����;„�, � �--.- <br /> EARTHWORK QUANT/TIES TR4CT 993 ; �� x� � �f ; � - � � �� � a � r `: , ..x� z o ; <br /> t,� � < ; ' � ` � EX. CB TYPE � � °O <br /> 'R � - � : � `ti a <br /> CU 1: _ CY , , '�`l' ;� a � e :� �� '� °�On C � :x, �' Y RIM-`�7 � � � <br /> g �7 <br /> S"TRIPPINGS• CY ° ' ��o � � -� - � :� �� G � �c I �' sr-a-i lE=44&.18 t z � Q � <br /> , --- � <br /> 9� �6 -�� °� ( f W � <br /> � , � �; � ,� �'8`. 99: 1j(� � o � i � <br /> • zs. '� �i����� � � � .� �• f1CD"EY, RfBA I � ST-A-2 � � <br /> � /� � � ' 4� ° :� : CS nl0 18909 '� : w w <br /> �� .; � , _ 5 °.� <br /> � �� a � � � :� � PL. C ��x� ��/ � � <br /> SO�LS � ��54�) T �r � � : �� � i:. { •`/�S i-A--3 U w V <br /> � � � � ' � � � � � ETLAND , ° a � � . a� � Q <br /> SITE IS AI.DERW00D-URBAN LAND COMPLEX, 2.0�-8.Q� SLOPES. � , ` ,�e_ � � 4. � , f ,� ST-A-4 � � � <br /> SCALE: 1 = 40 �� . - , � �-��.,�}.�::�'� <����, � , ` c� v� c� <br /> , <br /> FOJR � � <br /> >� � U�`�s ii�Rll/E E �� : � ' o�"� o � },' x . � � � � - <br /> � � --2 ---�---Y� � � I _ <-�_ 11-9��� o � . 9. ,,�; ST-A-5 w ¢ ¢ w . <br /> EX/ST/NG GROUND COVER : o� e�- NWi� NP �- � _ � <br /> 40' 0 40' 80' � � CCESS/UT/L/TY TRACT 999 Asn� ;o,�o° ° � � rREar� (r�P} o 0 0 0 <br /> ^ s �� �- Y mn�..m!�re.. ,��:s��x.;.�t�' ( / tl } � {i.. C _ _ 1 / � . <br /> �"`� n "�=�.�:.,>c� .,, � �T A 6 W W W W <br /> �x� � (� ��,-�l 1���"''� �� _ 1 cn tn cn cn <br /> COMBINATION OF TREES, GRASS, IANDSCAPING AND IMPERVIOUS SURFACES ; v/ ^,� � i�������j �� � . ,. 1# � � � � <br /> ASSOCIATED WITH THREE RESIDENCES. ( x , <br /> � � �. �� / � � � � � <br /> �1� �a / s� �r: <br /> _ j ( � V� =- / � � �� � r� I �E�: v�� �r , ST-A-7 APARTM�PJT <br /> ) 452 � �. �. - � , � <br /> 4 ( ` ��i � /j �: � � �' d' �f- �t d' <br /> Q j z� a / i � � ' COMPLEX .- r '- � <br /> PROPOSED GROUND COVER <br /> COMBI OF T h M �� � � �� } � I ' � � <br /> � � `'� � � / :�;: �! 1 �� sT-a-B NGPE ao •- co .- r- <br /> - ;��:BJ� ���'�7� �8 � 8r9 � ��'.9 � �1 � � ��... . RACT 995 � � � � <br /> NATION REES, LANDSCAPING AND IMPERVIOUS SURFACES ,��,Q , � � � �� �.�� � � ..� � �'�,9���� � � �� t. ._ �� . , �; ST R o � <br /> ASSOCIATED WITH 27 RESIDENTIAL UNITS. 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CESCL SHALL ATTEND <br /> , � o _ � _ �•�• .�y�� ,�. �, �_ _ � .�'�'� W � <br /> � y, , � � � � \\ �. _ � � � � \ °�s' •:�,.:��� �,� ��, r, � �;,��� �"{ I 1 � NGPE � <br /> / ,� � ;�, 5� � `---�J ��� � Il � ,� :, -3s SILT FENCE CONFERENCE. ?t - <br /> . <br /> : fl: '��� �t A/�°� � i � { �� ,-� I�,� �' �. �-..-� ��"����� � �°� a � ��, � � I ? ' �' � � t I >, TRACT�S 2. [NSTALL ROCK CONSTRUCTION ENTRANCES. � <br /> \ � �:::::... .: .:. .•_c� � � � . ... : .: � <br /> - � --- _ <br /> �, N t , � ^ \ � 1 � � .- -- -- J ' $ � A - �.. �, '-' i < -� ��'. I::.I.:.:( 3. STOCKPILE ALL EROSION MATERIALS ON SITE. <br /> I _ , � ,.,. \ � � � a ,-- � -� -- -- � , °� ,��,. � $ � � : r a-3� --s►... CONVEYANCE SWALE <br /> '� -- � J �7� � � � � � � � �"' � ° ` f 4. CONSTRUCT DETENTION VAULT AND OUTFALL. (j� � <br /> � � � � " �, �� ��2�� ��' �� �� , ,�j,i �, ,_ �_ � _�, ----�-- --�--- - ` � � � �- -U- - -� �� ` ��� � � ���j '..� �� � -'`,( f , .( ; - 5. FLAG CLEARING LIMITS. <br /> �� 72 � �' � � � � � � '[ � � � � � �' �"�A-38 1 ROCK CONSTRUCTION ENTRANCE 6. ARRANGE FOR CITY TO INSPECT AND APPROVE CLEARING LIMI R Y � V <br /> � � ,h, _ I � , �� � _O ° °��,�, ��- �, ��i � � � � �' 7iQ � �- , � � �� �`�� \ �� 1 � � � � � ,�`�°;�II� � � .., .G '.:t O T FLAGGWG P IOR TO CLEARING. <br /> �- N . . , ZJ� � 1�.� � �. -� �2 i . � � � � � ��� 68 �j�. � �� � � � � � � � i � ,�` - l..t (/� <br /> M � � _ �50 � , � � � � � � s� �j�Q � ,� � � $ ;� �,;� � � . . , :� oaQ� 7. INSTALI. FILTER FABRIC FENCE AND CONSTRUCTION FENCE AS SHOWN. <br /> �: , � � � � ��. � -_ -��s�6 , �� , � , � � � - � � � � � � s� � � a� ► � � :-=�,_�� � a� � W <br /> N � 4 . � � � � �1 � � _ � ;� .� ,If� �.� qo CATCH BASIN PROTECTION 8. DEMO EXISTlNG STRUCTURES AND REMOVE ABANDON EXISTING SEPTIC SYSTEMS AND UTILITIES. 1� <br /> � } :a_- : _ - O �' � o � � � , � � � � � y � ,-r �� 60 j �� � <br /> z . � , ,,,� �. � ,n � � t On' NP o00o r <br /> i - , , �� � � �; ,;� � ' � J� J � � � � � , � � � � � � � � � � � � � I }; °����,���� � ; f { ; a � sr �A�i (TYPj 9. BEGIN CLEARING AND GRAOING CONSTRUCT INTERCEPTOR DITCHES AND TEMPORARY CULVERTS AND � <br /> ` " ` <br /> ' . •.\ r• /� / •` :� , � � � . � � . Q ' � 4 FlP"Rr'�AFIJ `i <br /> �. N c � � ., \ � �} � w � � � � � � � � � t � ,����'� �. �; � �r A- o „ „ _ T PRE DEVELOPMENT DRAINAGE PAITERN RELOCATE AS NECESSARY DURING CONSTRUCTIQN. <br /> N � � 2� � s� 442 { ��k � \ � I � r--�-- d � � ; �'� 1 �� { � = � '` . ca�P�Ex � 10. CLEAR FOR UTILITIES AND INSTALL ALL BURIED UTILITIES. �\ � <br /> � o00 � � � <br /> 11. INSTALL INTERIM CATCH BASIN PROTECTION. / <br /> �, � �> � <br /> � I � � a `� � � 1`3 � �° 0� �, � � n � - �� �` 1 �/ / � `� ��' � � 4� �( ' � �-� r � �' POST DEVELOPMENT DRAINAGE PATTERN � <br /> o+ , � � � ,� pR/I�E .. � � , � � - � �,�li ,.. �. ; �t a-�� W <br /> %/ ': 1 � � � °�a�,��•. - ----;- -� '�2 � ,� � �, ,� � - ��` r � � 12. INSTALL ALL OTHER UTILITIES. J <br /> N �� .� �5� ., � ���� ,�� o�°� , �, - - _ AccEss ur�ti � a_ �� y � �+ � � � - <br /> �% � ` ° �°j��D� �� INSTALL CHECK DAM EVERY 1 QO' OR 2' �3. FINE GRADE ROADS. <br /> �, �; n � � � � ao � �, � lY TRqCT 999 x , -- - -4�r �i �� .! � a-�z ex.. z� <br /> � � <br /> Q V \ 5�/ � � � �2'1� ,�'�--_�rw`��= � , ,�, g ---�-- - _ � i-� �i � • � � 14. I NSTALL ATB. � . _ <br /> � �� � o 0 0 ... ' -----_ ( , � 4;f �,, � : i�=�a�.2s�� OF ELEVATION CHANGE <br /> (/' � � � 1 ��, 15. MAINTAIN DETENTION VAULT DURING BUILDING CONSTRUCTION. J <br /> � � �s n � �� Zo � �� � � � ��/ � Q , o`° •�o o •�`--•-----_...... 7-'s _' / ` _ !�� ��� \�,' ' � <br /> � � � � �� o � `� � 4. .: ` _� � � i� � �-43 TBD TO BE DEMQLI 16. INSTALL FINAL PAVING, CURBING AND SIDEWALK. �� <br /> � �-----�. � .., � �� � .�1,9 f � � � r�� (� � o��,o . �: ,, .. SHED <br /> o � Ss�_._." SS� ;- ,, �A � i � � � � �\�� � . d , �� � � ��c�°`� �' ` ' x `i ; o o == . �- •„ �� � ��.,�, ;: � ���:QP,EN SPACE 17. STABILIZE UNPAVED AREAS WITH LANDSCAPING OR HYDROSEEDING AS PERMANENT COVER. <br /> � ; <br /> __ , <br /> � � <br /> �=_ <br /> o- � � �� C8 : .a, � 4 � ��� -�. � �� � � °° � �.\ � \ � �� � / / � 9 p� � , ��,. �" `:� � ��* - ' ' _ 18. CLEAN OUT STORM SYSTEM INCLUDING DETENTION VAULT AND STRUCTURES AND INSTALL <br /> I � � � , �TRAC�� STORMFILTER CARTRIDGES WHEN CONSTRUCTION IS CO <br /> . <br /> � ~ �� �A' p'� � • ; � k � MPLETE AND SITE HAS STABIUZED. <br /> � �� �RIM=�k36.78 - S ° ��, � \ 7� � �7 � � � / ,�J �1 � l � /� � � J � a. �� l �� � � rt{��t1�43��. o � � i.:: � :: ��,�.� <br /> � � � 76 :� 7e�. <br /> � � iE �2" aos(sta=434.43 a ° - . ` I, � � � 9�4 �� � ,,2 �� � � �x cg 19. ALL TEMPORARY EROSION AND SEOIMENT CONTROL MEASURES SHAI.L BE REMOVED WITHIN 30 <br /> �� 7 � <br /> _�_�� `.� aoe --� � ` � � � _ ` �� � /. � --�46-�" ��c� i � � � �EX CB� � i a �-� ���t,.. <br /> a � � � _ ' '� �` 1 - � J � � � ,::;,..;:.,.:,: � � ��`�=��5��� DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP'S ARE NO ' <br /> � � Ss o. "O a Y / R�11/�=�t �F.�� <br /> � �\ o- , � ", ``�` - L_ � ;� � � 9 � � ��V - -' , �9 � '� 9 ` 1 f z 9 � � � �_ �.. ., ; � � it 24 C��iP U =433.7? <br /> LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED <br /> � S , _ � � V � � $ � IE 18' C.PAP E-43T.33 ' 'r`' <br /> �- ° ��� oa- _ � � � � �.�V �" � � � 7 / x� � � r� ° iE �8'� c� �t��=4 ;.�3��1 � � � � � iE 1s" er���s�=�3T.4z <br /> i \ � $ --V., '=_ �__� � , } � , � � � ,�' � � , � n 3 -: �F i 2" ���(N��t)-�.32.�7 SOIL AREAS RESUITING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. <br /> > `` � <br /> W � R U C436.63 s ° ' °� .': �, "`�__ ' - _' ---- - _ � �� ,� � _- --� � �-- ----�+44- �" � � � / �� fE 12'� (�=4�1.9� �� � ' 1,� <br /> ;� `b o � :, l-- -'�--- �--- --� � , � ; � . <br /> � �� _ q - � �' � r� � � d- � � � r- �� � <br /> - v � � IE 12" N4�V}=434.2� s ' ` ., - _ _ ' � �, � ; � o J J�l- 1 <br /> �. S °.-``a a,�� I - - _ � /C rn � � � R � E'/, S�NIS-( - <br /> � �� �E 12" �Sk)=434.18 \ \.� -� ,a o .Q, - ._._ -- -�_ - - --- _ � _ ' 1 a � � � _ `� � � Rlfui=435.09 • <br /> _ . <br /> �( .. .. _ , <br /> � � `0 .�.... \ S .. �r ° � d. �. .o��aAo, . .. �'CNAt Q ! -- ----�-- -- -- - - -�--- ---- ry--- ' �'��_`- IE 24" C14p(S _q32.6? ' . <br /> s � � . .. <br /> \ ; `; � -- - <br /> ' ' o° . ' ' !` �- - - � IE 18" C?�4� (4! �-431.44 <br /> . . <br /> 3 <br /> tf� .. - <br /> .3 4 <br /> . u�.. ' ° - ° �< ca o -� . , ��---- __ _ t�=!--- � IE ?&" C1�PI�E -�.��.�� 1. INSTALL STORMFILTER FILTER ONCE SITE IS STABIUZED, <br /> / sa � __ Qo qa�e _ � ) <br /> o EX CB .�..����„�; ... .. _ .. a... .: ,t.....' - ...~--�-°�-�--:.: a��o�`.�': � fl: ' - = IE 6" P4'C(NE)-433.12 � <br /> v .� RINi-436.37 ��.. �° w _ � � -�: , �Xe C i �_ 4. o.. o�o �' �%ft�/a�k - - ' <br /> .. . _ '� sv.� >;� �, �.. �. - <�,_;� �.�,�.�, ... i V <br /> � � 1- o �n . - O;~ �p.o. 6-. ,�t�-�-�� <br /> � E 1 N4V -433..,7 � � �- •4 od�o E'° r <br /> � 2„ ^/ �:.� 5,� it�.�43 �. ' ;° ,o b . o�p.,. _-o ��.�s�.,, L <br /> .. ..�. <br /> r S ..:::':: ... .... .'..'..�_ .......".". . .'. ....... . . '...". .'iY1.-'-�-� ���� o' ..,> �- . �---_._ ..o o14oC? �; �<�,..,.n - <br /> r�� ,. '. o.... ...�. " . o <br /> ++ �d ._ � .......... ............�...... . � . -' - - „�,�.-.�c.-.�zu���-.�co mw � <br /> .. ' :; -�-- ` <br /> r { <br /> � <br /> L <br /> �r °A <br /> g � <br /> �. �� � <br /> IE 12 SE -433.97 _, _ _ (E 1 ,> 11d =43 57 �:: . � + � AS <br /> v, _. .... ss_. _.. .._._....2_.._... 3 ,�.�,; - -- �._.. '�' OF <br /> � � �,.,� � n �� � ... . .- ....s:..: ......Il...1. .. �-.,� , ...��: �.:.,""'..'-.^�iS--. �'p o -�ss�awsn e�e . O <br /> .� . �...... <br /> as._._ ;<. �... .� ,,.:�. L. ,.._.. ..... .:, .. .v ;.. .. . .:�v,�,�, �l <br /> � � �.....'.".'."..� __... ' .. �).�. �. .. .. ..>.: 1.. - , _ ,. , :-, o a � "��. � �U � � <br /> o �~-� sa.....� _�-tE--T�ss ... 4.,3.�7 ,E�.� ...� _�3 ,.. . ....... ......... •':. =-•.,�;r ,. :�.. � � � . P a � ���,�:.�,.� `C G' <br /> � -_,, �� 2 �\. ,. l.�.. `f'. �: o o - '�'�,�' ?'o <br /> v � .. ....... �. ,,. ... ,. S . IE 18 ��+ -d3T,81.. -. .. t� � I �, <br /> ;;;. S �. � � � � °} N�� PLI�lV °�`v° F'f� �'� � � <br /> �;.; . ._ <br /> _ <br /> �n ' � --,� �sv �. . . __ _ -----�---=..--...... ( ' i 'S � ;>: ss�'-- (� �12"��)�4�t �.i....� lE T8 '�f 431 5? ��� � I EX CB _.�_ �. ; _ <br /> . ... � . .. � � <br /> .. �. <br /> EX CB <br /> �, � 9THAVES = --_._ N ��� -ss�� � --�.__ . . � .. - �:: ,_ <br /> a, � _ �_� .� . � � -------_._� , ------ 1�..1�'...!PJ) 4�1:�3 � '- ' RI bi=435.12 <br /> . ; <br /> _ °'��, � RIM=436.10 � <br /> I S� E(SR-�27..... - � s,-- -- �_ ..� .... IE 12" CMP S -432.17 � <br /> �3 �� � IE 1?" MN)=�r33.60 �.... � . . - , �------ - ss---_____ � _ � BUC vIC oArE <br /> � , , � y `,'� FN(J 3" 6R,�SS CA� N� PUNCH Gf G .r.. .�...... . . . ' EY, GB. - -'---- _. sS___ S___�__- ! .� IE 6° PVC(E�-43.3.02 <br /> : � -.. . <br /> a _�___._ , <br /> „�°�m.� IE �2' SE -�33.60 ..,.....ti... ._ .... .. . . - -------_ -----�--._-. ss�.. 0908 ` <br /> o � E��RETI COR�TROt STATION 472f 1,�:` ; � �M=�35.25 ---._______ -�T --� � ss-_ PllBLIC WQRKS � <br /> f...... .... . ----��_ - N <br /> i \� SE7 1N 2-i�2 /P lN CONC. ON� t1: IPJ � ' �E 12 'El UNABLE � . � � �' .' � . z . � �- --------- - EROS QRRtNkGE DEPARTMENT �'ISTEg�'�.�1,�`' � <br /> _ _ ��O <br /> -� � � � ... .. - --------- -- S 1 <br /> .Y -� / CASE. 71-19-12 � ,: , , <br /> � ss_ �, < � IE 12" �W}=43?_.30 � I � .. _ -- _ RUCT►ON ON . <br /> � Ex s�MH ----� IONAL 8� 1 <br /> `_______ ` _ � c -�-______ N N � � rR{M 43��.86 "� A PUSU�4YORKS P�Rh417 !S REQUlREDPRIOR �v <br /> U . ____._ � • ^ • . -`�-._ c - , � � c s r... ' CONTROL STRUCi{JR� ,, ,� TO STARTiNG ANY �O;iST 7HIS � <br /> --.__ ``---_; c ' -`-- „- <br /> • ---__ . 5� -ss-__,_____; ' � �' �- � -- � ��� � - �s---j I / fND 3"' BRAS$ CAP r�1/PUPlCn, „�'ITY OF � CITY E INEER PR0IEGT. APPRO`.Al FUR THIS PROJECT lS <br /> Y ' - • � - . . __ - "�� � ; -- �__.._____.____Sp_____ _ STE£L COVER 1.9' DN EVERE77 C0�'Ji�rOL ST�TI�iV 467-;60.85" o <br /> ' � lc FPdO 3" QRASS CA'r� !N UNCN, "C(7Y C1F CQNOtTlONAL R CURRkNT STAIVQARDS <br /> a -�S� � Ss- E �s 55- S� SD- � s, � --� sEr rnr 2-t�2" iP ,'N COiVC'. GN. 0.5� �nf � JOB NUMBER: 13-144 <br /> ,� � �� --�----so E✓ER� CONTROL .ST TION 466+47.48'" AND EXPtRES-.����.-UNIESS PERMIT . . <br /> � a-��� ur�urY Eas�h,Er,-r � .�,� � / -�-,-� _ cAsc. �r-1.9-�2 ;�7� ;r� 2-�/2" lP IN CO�IC. DN, 0.5� rrti� FOR C�NSTRUCTION �As s��N ISStJED DRAWING NAME:13144C-ER-PL <br /> ; � � �r�r�r r I '�1-�HOREUNE �, ' � � �- easE ��-�9-r2 . <br /> ������ DESIGNER: MEV <br /> -APPROXi�v�ATE l.00ATION 4F GA � C� � �� � ������,.,�r,�.,��,��,,,�.����� <br /> � TRACT 992 LINE PER ORAIi�kGE �' �� Rli 434.. � �X CB <br /> =i- � �_�/' �'� � = ASHfNGT�JU UNE OF ORDINARY �E " =�3�.41 EX SDMH _� \ � RIM=�34.89 DRAFfING BY: MCH <br /> d' � t �,�I DEPARTMEId? UF HIGH WATER iE 18" 4V -�31.46 R}M=435.02 IE 1&" (W =431.2�+ D/SCLA/MER: <br /> EASEMENT AF NC 2003?2311050 , I TRANSPORTAiION - PLAN SR527 12-��-2012 � DATE: 5-12-14 <br /> r� 132N0 ST SE TO 112T�1 ST SE, � �E 6'� PVC(S)=431.46 CflULD NOT OPEN � !E 12° �N =437.49 „ � <br /> sHEETs ��2-i 94 i� �2" �E =r3 �5 TOPOGRAPHIC SURI/EY INFORMATION CONTAINED ON , SCALE: 1 =40 <br /> � SIL�ER LAKE 2N0 CLASS SHORELANDS Ex sr�r�� THESE PLANS HAS BEEN PROVIDED BY GROUP FOUR, JURISDICTION: EVEREIT <br /> �--- INC. L4N0 DEt/ELOPMFNT CONSULTANTS INC. <br /> � fl R��1-434 87 ASSUMES NO LIABIUTY AS TO THE ACCURACY AND <br /> _ N r�PPROXIMAT� LOCRTION OF SEt�E„ iE 24" C�v1P(N =430.77 ' <br /> � LINE PFR DRAINAGE AND UT!LIIY iE 24" CIv1P S =43�' 7 <br /> a !��,�5 �Rov��Eo ��' w�,s�'�'e?c,�a \ fE 18" cMa��:�=��3i�.�i COMPLEI'ENESS OF THIS DATA. ANY OISCREPANCIES <br /> srar� dEPkRThA,E�lT 0; Call 2 Business Ds s Before You D° <br /> i��artys�oftT�T�n� - ���� sR527 rt����ERT FOUND BETWEEN WHAT lS SHOWN ON 'THE PLANS Y �9 �O 1 <br /> � �' �32N� sr �� rc i t2TH si s�, fE 24`-c�,�P N =a3o.�� AND WHAT lS NOTED lN THE FIELD SHOULD BE 811 or 1-0��-424-5555 � <br /> ° ��cETs �g2 ,g� BROUGHT IMMEDIATELY TO THE A7TENT10N OF TNE <br /> L ENGINEER. Utilities Underground Location Center SHEET 3 OF 28 � '. <br /> 0 <br />