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HomeMy WebLinkAbout20171370 Ver 1_Build Maps_201710271 li¢;I1��'�tV North Carolina Department of Transportation `.SIfJCi]1WIa'illE'T Highway Stormwater Program �':� STORMWATER MANAGEMENT PLAN �'`�.::°::>� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 42289.1.1 TIP No.: B-5130 County ies : Wake Page 1 of 1 General Project Information WBS Element: 42289.1.1 TIP Number: B-5130 Project Type: Brid e Re lacement Date: 8/25/2017 NCDOT Contact: Bill Elam, PE Contrector I Designer: Sungate Design Group, P.A. Address: 1590 Mail Service Center Address: g05 Jones Franklin Road 1020 Birch Ridge Road Raleigh, NC 27606 Ralei h, NC 27610 Phone: (919) 707-6718 Phone: (919) 859-2243 Email: belam ncdot. ov Email: 'dalton sun atedesi n.com City/Town: Raleigh County(ies): Wake River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.367 miles Surrounding Land Use: Lake Johnson - City of Raleigh Park Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 1.9 ac. 1.2 ac. Typical Cross Section Description: Two 11' lanes with 5' paved shoulders and 5.5' grassed shoulders Two 11' lanes with grassed shoulders 10' multi-use path Annual Avg Daily Traffic (veh/hrlday): Design/Future: 11393 Year: 2037 Existing: 7543 Year: 2017 General Project Narrative: This project consists of replacing Bridge on SR (Avent Ferry Road) over Walnut Creek (Lake Johnson) in Wake County. The bridge replacement and associated roadway (Description of Minimization of Water improvements have been designed to minimize increases in impervious surtace area and maintain existing drainage patterns. No deck drains are proposed for the replacement Quality Impacts) bridge. A retaining wall has been proposed from station 19+79 to Begin Bridge and from End Bridge to station 29+25 -L- RT to minimize fill impacts to Lake Johnson. Stormwater runoff from the travel lanes will flow across a 5.5-foot grass strip prior to flowing across the 10-foot multi-use path. Along the retaining wall, the stormwater runoff will sheet flow over the top of the wall after flowing through the 5.5-foot grass strip and across the mulit-use path. Waterbod Information Surtace Water Body (1): Walnut Creek Lake Johnson) NCDWR Stream Index No.: 27-34- 1.5 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: No ID provided in NRTR. Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �;, 5 �? �' � —� r, �� �� \v � n �n= u� �i =. � � •� � V � � O ,V �,�r '�,/1Fr:i lp, ��rl" lndr_=x ni `hf�st_: = ee �hF�t lB F �r ('orn�rnri�,�al Symbc�ls �C_�C.���o- DENOTES OFF-SITE DETOUR -L- POC STA. l4 + 10.00 BEGI11l STATE TIP PROJECT B-5I30 '� _ THIS PROJECT IS WITHIN THE MUIYICIPAL BOUNDARIES OF THE CITY OF RALEIGH. CLEARIIYG ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. � T��`,�'�', ���'' ������� ��` �����.,�� � ���������� (�� I�������_,��y� WAI�E CO U1�TY LOCATION: BRIDGE 1110. 318 OVER LAKE JOHNS0111 ON SR 1321 (AVENT FERRY ROAD) TYPE OF WORK GRADIIVG, PAVING, DRAI11tAGE, RETAINING WALLS AND STRUCTURE PERMIT DRAWING SHEET 1 OF 7 WETLAND AND SURFACE WATER IMPACTS PERMIT % Zo��� � g3� �Sgs I ��A �� �� 4 —L— STA. 21 +54 +/— �� SITE 1 \\ 1321 ' SRi/ � i / � � SITE 2 L—'� / LAKE JOHNSON � � SITE 3 -L- POT STA. 33 + 50.00 � `�END STATE TIP PROJECT B-5130 ,� , � �. ��� G`�� �°-yp, �\ ; END BRIDGE / �g� JOHIVSON —Ir- STA.22+54 +/— OK`�T � Tp S R $�l� :— GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�eu��t� r� rn� �rr�c �r: r�nn.qur.res Excr�En ADT 2017 = 7543 SUN6ATE �ESIGN GROUP, P.A. ���r��{�C� so zs o so ioo �� � , ����, ADT 2037 = 11393 �� ,� � a�s s,�,00 ,��, �� �; „ �P e. PLANS K >> % LENGTH OF ROADWAY TIP PROJECT B-5130 = 0.348 MILES � E, M�� J�e ��� 19P1fi�` a� 31051C�4�Ws ��e�' � r ���� D= 70 % far the 1Yonh Carolina Departmem of Transportation r.E. � � LENGTH OF STRUCTURE TIP PROJECT 8-5130 = 0.019 MILES srcNnruxs: �� ;_'_ 1^, 1 SO ZS O SO �OO T — 3 ��Q � 2012 STANDARD SPF.C7FICATlONS ST.4NIEC CON%ACT y� I�' I V= 4 0 M P H TOTAL LENGTH TIP PROJECT B-5130 = 0.367 MILES RIGHT OF WAY DATE: ROADWAY DESIGN �' �� /��r ` " PROFILE HORIZONTAL STEVE SMALLWOOD, PE ENGINEER �A�� J�/� ( � '(1TST = 1% DUAL 2%) JANUARY 25, 2017 rxo�Ecr sxcix�s , 10 5 O 10 20 FUNC CLASS = URBAN LETTING DATE: Ncoor coxracr� �������� �� � � ; COLLECTOR nnav ts, zota PROFILE (VERTICAL) STATEWIDE TIER BRENDA MOORE, PE P.E. SfGNA7'LR[i: DETAIL 1 DETAIL 3 RIP RAP AT EMBANKMENT STANDARD BASE DITCH � No� io Scola7 � No� fo S�ul�� 10'min.--i i Na�urol Noi�rol NWS Graund 2`� ,�,�-' Gnvnd RipRoP— 10 min. EL 343.a d D Pad � I.5 FI. G�ao..�lo—' g Mn.D=1.5 F1. GEOTE%illE — � � Mox. d-1.5 F�. 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I � �sw�l I � _ � �. �� � -��-I � � � �.'-�. � . - .- . ; LAK� SON � �(-�` � - � - I/4 ' � I �� � � � �,'. �� \ � ���_ � , �t1x) a� �, _ _ � n+hws ass6c.z�c ��, - _ ��� ��- � ���� ��.�r-�„- � PI 4,��R� � E E��_�oe-�5e 3z�� 19B�13603 PG 569 ' ,� < fT �j . • \��^' ��" \. �V - t� 1� -� . / . -�c�-r ; t���M 1979 IO - �- ��� � � � `{ - �� c"�;` � �, <" ' _ \'-�-` �`= ��a��l����� � PB 1973 Pfii 339 �- �� i a �a c;s�u�En, ., —� � -. i `� .,r �� ��S �� �.' � � , „ - _ C fdHL���fE __ '.. ar � Ew _ RF �:nS.H .� �'- -.r � � �,�� �� `: `� ��`���� ":'�� � � ���` �� - �� � �� �x=l - _�°���,GG xrrr o�-� —� � __ AN . �� " �" .a �fNl 1) rL. �f�...-� `\_ l�� d-Y�� 1 -�{ y � \ \ ; \ �"'.51 � NPTUR� . \ � `�`y( 1`�/' � 4.i� � �� J � \ ,�� - aRFa m� � � ���; `� �y � �� =-�`�� ���...�, � � -- � ,� � t _ ML � r _ �_ 0 �ENC�T � P.AVE ���'UTF_RA7/�,N �� � — — , � _ - — — — - �,;;,�\\\ � � '� �` � �—�� _; �,�, - - _� ''r f� FOR —L— PFr'�� ll F� SEL- tiHEEI F, s � ' � �,�_�'��� rNa �s�" i1�;��'``�,? __ rOf-r -i_f�W') F'lr0% ILEa �EC SHCET = � -'� � 5� - t� �-�,� �_ � � .�� �� �, . � � 1 - WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 17+29 -L- LT 24" RCP < 0.01 < 0.01 2 20+11-27+68 -L- RDWY/RET. WALUBRIDGE 0.29 0.18 3 27+22-28+15 -L- LT DITCH < 0.01 < 0.01 < 0.01 TOTALS*: < 0.01 < 0.01 < 0.01 0.29 0.18 0 0 0 *Rounded totals are sum of actual impacts NOTES: ALL SURFACE WATER AND TEMPORARY SURFACE WATER IMPACTS ARE FOR POND IMPACTS .� � V W O � � � � See Sheet 9A Fpr InJex af Sheet� See Sheet 1B For Convent/r�nol 5ynibnls � r-Cr-o-J�i� r-Cr DENOTES OFF-SITE DETOUR -L- POC STA.14 + 10. 00 BEGI11l STATE TIP PROJECT 8-5130 S�'��1�' ���' ����� ��� I ' ��J�,���,� �� �Y ������ �1.%� ������� �I�� WAI�E CD U1�lTY LOCATION: BRIDGE 1110. 318 OVER LAKE JOHNSON ON SR 1321 (AVENT FERRY ROAD) TYPE OF WORK: GRADI11tG, PAVI11lG, DRAI11lAGE, RETAINING WALLS A111D STRUCTURE BUFFER IMPACTS PERMIT BEGIN BRIDGE j„q� JOHNSOIV � SITE 1 -L- s7'A.21+54 +� � \ � , , \ - - � �,- SR 1321 � , � _- � �, �; �`� \ \� , � ,,-�, � �, SITE 2 � , . % �. � ,, �0 �p9� ; / •t� ♦ ,�; ti� �S¢ THIS PROJECT IS WITHIl�i THE MUNICIPAL BOUIVDARIES OF THE CITY OF RALEIGH. CLEARIIYG O1V THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 777. END BRIDGE —L— STA. 22 + 54 +/— i� zoo�� ✓��, g31 �SgS � I�AV G �gID � 5 -L- POT STA. 33 + 50.00 �'��,END STATE TIP PROJECT B-5130 ���� `c�� �'o 9� LAKE JOHNS0IV I __. I 1 SITE 3 O�"T I� Tp S,��l 111 �gR GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ��E�°�e� '� r�� c�rrr�E �r. r�nn�ur.res ExclxEEx ADT 2017 = 7543 SUNGATE DESIGN GROUP P.A �, ��r��fi��Q 50 25 0 50 100 �^ � �t�� ADT 2037 = 11393 � � � ���s�h �� � � �,�a c �'� � � � K= 11 % �� �.��E s;�,s��s� i��_,a,�„M,,����e�aom��,��oFao» �Q � ��o PLANS LENGTH OF ROADWAY TIP PROJECT B-5130 = 0.348 MILES — , � D= 70 % for the lYorth Carolina Department of Transponation �� � i� LENGTH OF STRUCTURE TIP PROJECT B-5130 = 0.019 MILES srcNarunE: �� 'SO ZS O SO �OO '�' — '3 ��� * TOl2 STRNDARD SPEC/FlCATIONS SInNTeC COn'T.1CT � g ROADWAY DESIGN �ti= ��\ �' V= 40 MPH TOTAL LENGTH TIP PROJECT B-5130 = 0.367 MILES RIGHT OF WAY DATE: STEVE_ SMALLWOOD PE ��� G,�, PROFILE HORIZONTAL * o o rxo�scT En�crxasn ENGINEER � l �� ( ) (TTST = 1 /o DUAL 2 /a) �aNua,RY z5, zo» �� �, � > 10 5 0 10 20 FUNC CLASS = URBAN r�rrrNc �ATE: "°D°� °°"r'"r \��--�'��� �� I COLLECTOR PROFILE (VERTICAL) STATEWIDE TIER MAY 75, 2018 BRENDA MOORE, Pe P.E. S7GNATURE: DETAIL 1 RIP RAP AT EMBANKMENT �No� io Scola7 io'm��.--i I NWS Pad�P— 1.0'min. .I.SFIEL343.a GEOTE%illE — � Type ol lince= CL I, NIPRAP IA iONS Geoiesiile- 29 Sv STA. 17+27 -L- LT , E � ' �O°� � ,�,����.� .,�� — �bG �� / `��� J . � � ��J pD N� �R � S ��r ""-4�,. r��r r f4 " ' _ . f _ �..r'_5( 4 . �_- �� � �r 4��.�r ..r � ,s _ i5 �S_ � ��� s, [ r �"'�^� - �5 � `rl cr+RisroPHeR r.M�rcr+Eu l - � ; � �,, � � �s� sr — SITE 1 �B I5326 PG 1485 I r. ` " - _ . .� .:; .. ',`+ � �.� r -,�+n,-�� -, ..� PB 1959 PG 155 . , � HM 00/PG 50 �^�. ��� 1 � Cuj� � '� .,� . "l ^- ./S S \ ' �� `1 �.JS S _ _ r rr k� f�. � \ � i. . -^-U� _ ,� _ \ �\o � � � I� ,�;r-_� �v_� � � � � wonos� er ,v' � � ��`""`c.� � ?\ � .:�.�� I� ��� /�% .� � (� � � � t�,, . � ' ;Pil�"` j" /✓ �-5 ���[ '� �"' `� �,.,,, � wr, �� J '%�����/ j � � ��'�e� �� 1 .1 ,e � %��� �� l�� �� � �>y KAREN RUSSELL OB 12497 PG 49 PB 1959 PG l54 PB 1959 PG 156 HM 00/ PG 50 £� �� \ � �� � � isFc � w000 �LpT:OHM I / ' _, / � _rr'-"-r �.��, .. w> >es % �\i` j/��/ / / / i/ / v� � � �/� / �o��'r.� � / /�� �WE�� � � r''� 33� ��'``�/ � � � � ��s/ � 26 ; �. � ,��� �' �,\ 1 / a, / ' -� � �' 9� /\'� F / '+ \ � � ��S i ♦ � \ �/" 5 � 6 �� �pRK _� A/ � � / /� � ij � pt:JEG � e�� ���j � � f ki% \a� ' �� // � � ":�l � < r.> � 1� , -,�g A j5`��, � � /^� ��n � 3,{ � �a , � �✓ � i� � r� � _ / Xr � r� ,� � ' « �a' `�'1 i[;� �'v{i �' �,os % , �~^ .. � ` % ��. �'- k�� p CSLD ��i i'� �// 15 ' i ' C µ,r�'f �r RF� �Zn'�ej!� ,5``� w000s � / FE/� � r /�= � ',o� '-� \� ' x' � , � -� � / �� / / �je � / / / ��� n �� S �� % z � � � � GTY OF RALEIGH � � � � DB 4283 PG I17 � c � � � � �_� �� �� I a� — ,% � ,�� f;_, ;�%/ /�'"Y'� � � - ��� / i.;�r 7' BASE DITCH W/Cl I RIPRAP EST 40 TONS EST 72 SY GF SEE DETAIL3 w����ns J `� .�� �"��� �� ' � �.� L STA 27 �/ �." "� BEC � " _ v. "L STA_21+47 CL I RIPRP.P SEE DEfAIL 1 , � CITY OF RALEIGH DB 2082 PG 53! OB 2225 PG 479 DB 2291 PG l77 DB 2739 PG 631 :� � N J 4� �i ��f �i i / i ��r��/ � /�-i � �i/ ��J s� , yu�rr . � � � � ,� _ � .�� �.-�, �-,� y � _ � �;� , � � _E� „ {;�i;� .a-, / J �' — / R t��. � SPECIA ` ASE CUT DI�TCH� �� SVE�oETni� z w000s �� 2'BASE RIPRAP �,� � /� i .; N�/ / � :1" i i,�S "� ���—i'-l0" i LEAfi R�,Q��ar SKETCH SHOWING ROADWAY IN RELATION TO STRUCTURE , � UE/ SITE 2 �',.' ������� Stantec Consulting Serviceslnc. BOt Jones Franklin Road Sulte 300 Raleigh. NC 2�606 Tel (915) 851-G866 Fax (919)851�7024 W W W.stdnteC.com Llcense No. F-06�2 SUNGATE DESIGN GROUP, P.A, • �'�i' r�cnni HowiH�FAouvNsu eob 9G9�M i ic`rHsc 'r� � - �s 4 �_�_ :— � PROJECT REFERENCE NO. SHEET NO. Gi —��� �(^� � RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER p��.l����.� ��' ��..��� DO NOT l'SE �OR ! W .#CQUISITION UOCUMENT NOT NSIDEREOFINAL UNLESS ALL SIGNA URES COMPLETEO BUFFER DRAWING SHEET 2 OF 4 '0 f,ITY OF RAIFIfH ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 GRADE TO DRAIN STA 22--50 - 26+00 -L- �T h� l'� ^.X -Y� � ��L� � \ \�, �� h � �,\ v � � - � � \ 2�� � ��1 � � �J�NUrE� �AVEI�l�N% �6'���E�fAT��N F�� —� I I I�l �L�9 �E� JH�ET � SEE SHEETS S—1 THRU `� — � FcJ�R S� RI �r=' % l�RE Pl aNS �h '� G7Y OF RALEIGH OB 2082 PG 53l OB 2225 PG 479 OB 2291 PG l77 DB 2739 PG 63/ � ALLOWABLE IMPACTS ZONE 1 ��� ������ ALLOWABLE IMPACTS ZONE 2 PROJECT REFERENCE NO. SHEET NO. N�l''.JIJLI�1�%'l� �i—�' �^� —�_— _L�. RNJ SHEET NO. Stantec Consu¢ing Services mc. ROADWAY DESIGN HYDRAULICS BOt Jones Franklin Road ENGINEER ENGINEER Sulte 300 Raleigh. NC 2�606 Tel (915) 851-G866 Fax is+s�as�.�oza pN�C'����1L,]E ll"}L�' 1�]L.�N.�i www.stdnteC.com pp vOT l'SE �OR ! W .#CQUISITION Llcense No. F-06�2 SUNGATE DESIGN GROUP� P.A� �OCUMENTNOT NSIDEREOFINAL UNLESS ALL SIGNA URES COMPLETEO /�`�� y- �� r+GF t�n� C h�NSFAouvNYu�ti"fi BUFFER DRAWING SHEET 3 OF 4 GRADE TO DRAIN STA 22-50 - 26+00 -L- LT � � 1� � Z �� � �\�^j� �. �' 1 1 1 L4T 2' 6ASE DITCH �� ? ?(�� � � 1 _ W-�CL 6 RIPRAP � ��� '?� TOE PROTECTION �l � ^� �� E57 AO TONS \�; �"T EST 38 TONS _ YI EST 108 5Y GF J' '� � 1 1 �1 see �era� b us EST 105 SY GF � ��� �+ �2 \ �`��.�SEE DETAIL 7 ��� }t�' I \ ��� � ^�- � � � �� / � �o��' , � � ,r,, , ,, � �,i ��, � I�P��I r��C �{ �,�"4C: 1� ��`� ' S 89° 49' S2.7" E l j I, � � \ \ \ s �\ � �� as - I SA \11,d' �\\ \,��s."'� " � //� � A� � �� r 2��1 �1� � ����� �a_�� e j � ,r� �\ � � � 1'Bl�If CL B RIPRAP �. � Z��� \ '� / ��,. .�� � � � �--� � �e5r s rONs � .a�����, � AREN HOEV 4�, � �� `.J � V� �r% 1293/ PG;- 3 ' r �� � �, `'�-°'_ �sr -$Y GF r�s � /� � /99/, 02 5 ;�t�1 \_— � �\��� � \ � - [� In1 P6 ' Eo ) /�, .� � �' C F R� IGH FILE � ��� �� . �t � .�� � � 1.,�,.�. "' -y --��� �j �/ � r � � �� 2/3 ,� "-.�� � � � � 0 OCN E�FFryOE� n�Af , 0 P SrRi N ` �,_��, O CITY OF RALEIGH OB 2082 PG 53l OB 2225 PG 479 DB 2291 PG l77 OB 2739 PG 63/ � � �•- �1- '� ,� _ / J � � SR� � �-;j r� �.,. �� �-" ��� C . w' 1v'� - —`�y . ' � � �� � � �-�� r �ti � � � .. � V A � :.�^-_`�._ � - �, � �,� �� �� . � �� . PA�%�M4TE � � � �E�� s�w�a Ea�e"u,e � � � � - �� �' �� �I � . �. � \ � �= �� � T�,� ier'<: � i` �� � .''� µ �' � . / ' 3,'c'". �'� 2 '•� �� '. � �. � � � � �••' d� � �'� � : / � 6�, � � � ;\ w�oc_ E r' q�� ,< �_ �� �A � PE� R R.& DEB E D \ / � c�j . L F F. � � � FERKET i . .[ CR t'_? �� � � ^'�;u\ R9 '� � � � Fs � _ —�s� acP-�n � DB 6�82 PG - - � V � ;�� � v �. `� � - - '�_ � k � � PB 1991 PG 70 �� x n � � �� ��. � zG1 � � a s RiPRnP we� �� � I � C�'fr OF RALEi6H �YtE \ � � � �_ a /� �z� � � �,S � Y PG Pl3 �No �� � ,� �� ��� � 8�� �� pq\ � �, -EST 2 TONS T \ / /� \ ��.,� � �`., , Ss.F ��S�EST 7 SY GF 4 \\�� \ , � � � . \ � � �y'� e� F F2.�,\ \`\ � i � � \ � ,, / �t�/ / /�'.�-�� , � l/ C^ 'P � � �n�\ f,„ c� � � E \� � � � ���� �� ` ��' \F� 5 42' l9' 30.8" E ��„��,°R�v�\�E '' eF/`�� ��� � �� � ✓sk �� . �� y ti�� /+ �� � ti�` u � 1 ��� ) � q` V � � � ap ' �"'�4..r � 'lp� F� wae- �� R�d . � � \ � � � � � F EME E ' � { � *�i� .� g�� oe � c� rr- y � ,� Exs . �� ��'y r � � ��\ .\\ r ��� / �� � ,,'�r r�ENP �c„ � T � \ :2GI\ R G � �{ � 4d J _�__� \ p � � l +� �r , �v�_ � ' � � � � — _ — � � 29� ,E ��� � � � SITE J ''8`�+ `�``� �. �>��,, �A ..� ._ � � � — , ���.r�� � �F 8 F j �i� �.7 � � .c� ��r�i �.'\,�� \.\ .���� ..�. —�. ==_-�,n" / ,`��. .�� j j��,�,- ` I }.- . ? � � 2 �y i � r�U. 3��\� \/ ����, '1 ��----� � ' � ✓��/��,/ ��"� F�T� �� I �t 1`� ��� �r+�' '� J�'� 4`�. �. \ � . \ � ' �' %��. �7 -j��� 1 )� -� h'� � , _ � F �` � � � � w ��� ° ,����� t ���� �` — — � -- e� � � c�� � � PMEC / I n '� _ �� � �.% /� � Far:niNc, �} ��. • , I e �p � �'/ . � , � , C ��� ,��x �� �� ,� ,�-•���'� �� / y/�� �� ��; L I \. ._ H J�,E f��\Ir"' � �� FT,r'� v � --- _��.� J �Ir�'\\\� � } __ I � ���� F� � 2 ^��.��—=n' ��9/� ��1 �� � � i— �k�' r I � u� � I �� � I ( Y� I E� ,,,, � X � n �s � 3� � � � ' , I � � 1 L� ����..�� PaL�cO �� 4�3�� / . .� D I /,Il.� � � ' � \\ ~����• \� \ �� WOOfJS �//� �h� .��� PAFHING:'�-�r:�-,J+,'`tr-- ' �O/1`� !� �� �� C? eor�l�sHou e ' �J I . � �� .iI � � ,� �L . .-. LAKFiJOHN50N �`-r �` I .,� t'�' � \ ti r`'� -G�x� �� �- MEYYS ASSOC.CLC �,� � I ��, . � � aEE � �o�eM�n r me � 3 19B� l3603 PG 569 ' �� �':�c�`> � �`'-"�.. ��� �� � � ���/ f:�M 1979 0 ,f�`�� � � f `� �\\��%� ��(� aa ����i:�-t; �,-� � PB 1973(����,iH3�3�9 ^ n -. >E �_ e s�u�tn, �- .R S' ir , /'\ �'� � \ ��_�� J_'=_� CITY OF �G'aF.3� � � Fil.. 66. 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