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Home My WebLink About20171283 Ver 2_B-4823 Roadway Plans_20180509M N 00 � I • � See Sheet �A For Index of Sheets See Sheet � B For Conventi onal Symbols (ii� � �� 4 �� -r � � �i. � ��, ��. � �� - ,,1) i �r; ��,� (' )� � 1� =��\ � � )� �\,� �\. � ��\��1�� ; >)l�' ��J�� \ 0 O O � LOCATI01�: BRIDGE 1�0.12 �VER HO.GSED CREEI� 011 t SR 1538 (BECI�Y MO U1�TAI1� R OAD) TYPE OF W4RI�: GRADIII tG, PA VI1�G, DRAI1�lA GE A11 tD C UL T�ER T NC GRID _ _� NAD 83✓NSRS 2007 -L- Sta. 17 + 40.84 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: PLANS PREPARED FOR: HYDRAULICS ENGI�EER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH � ENGINEERING � DIVISIOIV oF HIGHWAYS SUNGATE DESIGN GROUP, P.A. 5� 25 Q 50 100 ADT 2017 = 617 3220 GLEN ROYAL RD. RALEIGH, NC 27617 1000 Birch Ridge DY. 905JONESFRANKLINROAD TELE 919.788A224 FAX 919.788.0232 7�1!� RALEIGH, NORTH CAftOLINA 27606 [� �0 � ADT 2040 - 700 NCLICENSE#P-0189 Raleigh� lYll 27610 ENGFIR,MLCENSENOC-890 � O� �� (� K= 11 % LENGTH ROADWAY TIP PROJECT B-4823 = 0.118 mi. 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S � Q� ��°' oQ P L A N S D= 65 % LENGTH STRUCTURE TIP PROJECT B-4823 = 0.007 mi. P.E. � a SIGNATURE: �a � 50 25 0 50 100 T= 3 %* TOTAL LENGTH TIP PROJECT B-4823 = 0.125 mi. RIGHT OF WAY DATE: BRIAN A. WILES, PE �' � V= 45 MPH J U LY 15 � 2 O� 6 PROJECT ENGINEER ROADWAY DESIG11t � � * o o E11tGI1VEER �� Q PROFILE (HORIZONTAL) TTST = 1/o DUAL 2/o �' o � � �� G°3 p��Q l0 5 0 l0 2p FUNC CLASS = LETTI11lG DATE: DAVID STUTTS, PE LOCAL FEBRUARY 20, 2018 NCDOT CONTACT STRUCTURES MANAGEMENT UNIT PROFILE (VERTICAL) SUB-REGIONAL TIER P�E� SIGNATURE: BOUNDARIES A1�D PROPERTY.• State Line ---- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �'�; S�'.'b S Potential Contamination Area: Soil -��?� s �� s Known Contamination Area: Water �� W�'�� " Potential Contamination Area: Water -�?� W�� W Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S - Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream Spring o�-��---� Wetland � Proposed Lateral, Tail, Head Ditch � � FLOW False Sump � � �_.,,,m . _ m -:� , - �- -� - �� -�al � '- ; ; � - - � � � I �� \) __ �� ._. _- - (, 3 �. ,__ J � .� � � � �� _� �� r, �� l�� !, �� % _ � _� _�� !�� ?� .��, � ,�� _� `�' �� _.� � �.��` � � �� ° :�1� �� RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned - RR Dismantled - Note: Not to Scale *S. U.E. = Subsurface Utility Engineering CSX TRANSPORTATION O MILEPOST 35 0 SWITCH � � � � RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point � Primary Horiz Control Point �� Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap O New Permanent Easement Pin and Cap Vertical Benchmark m Existing Right of Way Marker � Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R�W Marker New Control of Access Line with Concrete C�A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement ROADS AND RELATED FEATURES.• Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail - Proposed Guardrail = Existing Cable Guiderail Proposed Cable Guiderail - Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub � W i� 0 � W in� � ",' ��- �c� �A� c E -E- TDE PDE DUE PUE TUE AUE c F CR � �♦�♦�♦�♦�.� � � Hedge Woods Line Orchard V i n eya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole � U/G Telephone Cable LOS B(S.U.E.*) - � U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - � U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � � Vineyard CONC J ��N� WW � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� Hw � Pedestal TV Towe r ________� U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) � CB U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) O U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) � � O ❑T � HH T - -T- - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information W A/G Water c❑ � HH - - - -TV- - - - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas � O ss A/G Sanitory Sewer - - - -FSS- - - - - - FSS - - Fss • 0 0 s❑ - 7UTL 0 UST 0 � � AATU R E.O.I. r— o- �� c �,_ � ,' �� N Z L O O N � i � W � � � � c 0 O � � � � 0 � � C � O � -� .� k � � c o, �' o �v`�', o � � � o U O � � � o O � _�� o ,� � C O � � � �� L 0 c � 0 0 ."� � .� i � o � .o, i � � o � � � o, � � Q � O O N N � \ � � N � � 00 O�. X �O � O Q ek/ST�� +09,57 �` 30,58' a -BL- STA S+OO,Q S 26° 50' 5,9" E DIST 119a67 ELE 2140,75' �� M� � J � �� N S � s X � o � � �� QV C�� Pl Sto l2 +30.92 0= 6° 43' S6.4" (RT l D = 4° 46' 28.7" L = l4/.00' T = 70.58' R = 1,200.00' . q �e �S9 � �TR/GyT Sp9 '�R � . FROM STA. 14 + 00 TO STA. 17 + 10 -L- LT FROM STA. 16 + 93 TO STA. 17 + 03 -L- LT F ROM STA. 17 + 00 TO STA. 17 + 10 -L- RT FROM STA. 17 + 46 TO STA. 17 + 56 -L- RT FROM STA. 18 + 10 TO STA. 20 + 00 -L- Rt S 2� 3 � 23\ Pl Sta l6 +40.78 �= 34° l8' S6.2" lLT � D = 7° 38' 22.0" L = 449.19' T = 23/.56' R = 750.00' SE _ .04 INLtI ZSc VUILtI C.I-IANNtL UtIAIL NOT TO SCALE _OODPLAIN BENCH iT EXCAV. =135 CY iT FILL=O CY FLOODPLAIN NG iT COIR FIBER=140 $Y I� o�wii-u _� GEOTEXTILE (TYP.) - CL 'I' RIP-RAP -� ii� �- 'THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER MATTING AND THE PERIMETER LINED WITH CL 'I' RIP-RAP. IF FILL MATERIAL IS NEEDED FOR THE BENCH, USE CL 'I' RIP-RAP AND -L - Pl Sta l9 +97.97 0= 3° 56' S9.9" IRTJ D = 4° 46' 28.7" L = 82.73' T = 4/.38' R = 1,200.00' Pl Sta 23f27.32 0= 30° l5' 07.0" l LT ) D = l0° 25' 02.7" L = 290.40' T = 148.67' R = 550.00' CL 'I' RIP-RAP AT EMBANKMENT EST. 51 TONS EST. 78 SY GFD SEE DETAIL 2 EAST MECKLENBURG CORPORATION DB 620 PG 722 DB 251 PG 119 DB 127 PG 620 PB 15 PG 193 CULTIVATED AREA FLOODPLAIN J /\ ' "`-' ' i i BENCH �� i i CL 'I' RIP-RAP i AT EMBANKMENT � � X i i EST. 41 TONS i EST. 65 SY GFD i SEE DETAIL 2 l �Ci � i � i- �S/ � � / I I i / � . �S j �, � i "' i / � � �� N 88°31'17" E EIP 20.92' � S 46°48'48" W 22,96' NAD 83✓�S 2007 l % � � � __• JAMES M. & EDGAR M. ALLISON DB 121 PG 13 �" gM #4 ,-��-BY2- STA 6+70,94 . � �. � . � � . � � � � � i \ i � i `. � . . i � � � � ��,= • / \ / P��. V c`��' � ��0 �� ,_�G� O Lo CARRS HILL BAPTIST CHURCH DB 260 PG 190 DB 18 PG 526 DB 123 PG 32 DB 46 PG 98 PB 10 PG 940 ENGINEERING � 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TELE 919.788.0224 FAX 919.788.0232 NC LICENSE #P-0189 SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 CARRS HILL BAPTIST CHURCH OB 260 PG 190 DB 18 PG 526 DB 123 PG 32 DB 46 PG 98 PB 10 PG 940 PROJECT REFERENCE NO. B -4823 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� \ \ � � � F �s f \ ��\\ � � + �� B M # 3 F+,s �0 4 -BL- STA 17+18093 2� \ . 15085 RIGHT � ELEVo 2125003' � THOMAS S. & KATHERINE L. DIEROLF OB 275 PG 689 � ;; I I I I I I �I �I I I�I I j �I I I I PROJECT REFERENCE NO. SHEET NO. � ' ' �, , �, � �, � �, � �, � ENGINEERING B-4823 5 :, � � � � �, �, -� _,-'� -� - _ _I I I-'-- i i � I i i i i i i I i i i i �� _ i __�I_I,_. I i � u_I, I_�J_'I_�I_ ROADWAY DESIGN HYDRAULICS - �I �__I_ __� L I_I, i i i . . I I,I �I�� _ � 1'I I i I i � i i i L� I�I i I I ENGINEER ENGINEER � ill ill I I � I�� I I � �� I I�� I �� I� I�� 3220 GLEN ROYAL RD. RALEIGH, NC 27617 � � � � , � � � T E L E 9 1 9. 7 8 8. 0 2 2 4 F A X 9 1 9. 7 8 8. 0 2 3 2 I I I I II! I I III!� � � � � � � II � I� , � I NC LICENSE #P-0189 � ' �, � '' �� SUNGATEDESIGNGROUPP.A. � � � � � � i i i i i i i i i i � � ! I I I i il i , I I II I! I li Il li l I li li 9 0 5 J O N E S F R A N K L I N R O A D i I i I i i i i I I i i I � li i i i i I I i i I I i I I I li I li I li li I RALEIGH, NORTH CAROLINA 27606 „ „ TEL 919 859-2243 i ) � � � � �� I� I I � I � I � �� I I� I ! I I I� � �I I I I I I I EN� FiRM ucErvsE No. c-aso DOCUMENT NOT CONSIDERED FINAL !��I III II I II! I li I iI ��I ��I I I!�, I!!I, i�� l III I I � � �� i i� ii i� � � ; UNLESSALLSIGNATURESCOMPLETED I I : I i: : !!i: i III ! i i i il i I I li lil I i li I � � i i i�� I ! ! ! Ili Ili ii II I�II' � II ! i II! II II!i Illli Illli III Illli IIII� II III IIIII� IIII III III Illi Illli Illlli II IIIIII III i il' i I i I I I I I lill I , ,,, , I III � I! li I Illi Ilill II Illi I I li Ili I II II I III Ilill II III II' I I!I I! li Iliilillll II Illlllil Illllilllll Ilill Illlllil Illlllil IIII Ilil I Ilil II IIIII IIII I II Illlllil Illllilllll lill IIIIII I !� I I BM l ELEV = 2,140J5' � � � I� I � i I', I, '� � � � � BM 2 ELEV = 2,124.15' ��, � I', I', I', �, ', j I j I� ',� I� '� I I� BM 3 ELEV = 2,125.03' I�, II II � il �I il ; N 549,600 E 890,345 ; � � I � ;; i i i, i i� N 550,284 E 890,546 � I � I � � I i N 550,870 E 890,432 ! - � i i i i i i - � i i i i i i i - � i , , ' -L STA ll+l7 66 RIGHT - , , , , ', ',--; ', ', ', ', --- -L STA l8+16 54 RIGHT -------- --- --- �' �� ' I �' �' �' I ' -L STA 24+04 27 RIGHT T �',- I I I I I I -. � - CHISELED "X" lN T HE NORT HERN , � I'- I!� ', �, II 8 /NCH SPIKE SET lN T OP , ', ', , ' - '—, , ', ' - �, I �;-- -I �, - - 8 /NCH SPIKE SET lN T HE BASE ' ' ' ' ' ' -I� I �� „ - - n-- -n - - - --- - - - - � I-� � � -� -� I-� -�I � -�- OF A l8 HOLLY ST UMP OF A 40 /NCH W HlT E OAK T REE END OF CONC. HEADW ALL I_. I II _I�I .! .__ . -_ -' !. ❑ II II II II li II I I- II i I I-II I II II II li _I! I� II I� II- _I� I ------ _---_ --__ _-- ---- . I II II_ II = II_ II � II li I I i- i I il n � i I ii l illl III liil iil_I III Illli - . � ,-_ � _ . I I �I� �I� �� ❑ ❑ �� I� I� � � � 1 I� � � � I � I � I I I I I I� � I I� I�� I I I I � �I� I - ---- -- --- --- - - � �� I I I I �i � II I I I I I II II I I I II II II .- II� _I II �! _ �- i i li- _li�ll I - II I I II I� II II -II_I�I�-II_I�I II Il-II� I�-II II �-II I I� i I� i- I� II -. - _ -- - _ _ _- _ _ I� I I I . � I _ ---- -- . . — — - -- I : . _ --- -- _ -_- - . . _ . . -- --- -- -- _ --- ----- ---- - . -- ---- _ - . . _ . — ---- ---- — — -. _ . . -- -- ------I i -- --_. _-_ . � - _--- -_. __ � i I i i ! i i I I I I I I ------ i I i--- -----_- I i-- _--- -. _.-. - __ - .--- --. - __ - ._ - ..- _— --. _.._ .--- I I I I I I I I I I I I I I I I I I I I I i ,_ I I � -I'I �I - I�_ I I I I- _ . i ,_ I I � � � II ��I� I� �� I � I -I� � ��I I �I� I I �I � � -I� �� I 1-�I I� I — . -- . . - . --- -- I - - ---- --- -- — - --- . - . --- -- -. ---- --- - --. _ - . - --- ----- -- - — --- --- - - ---_ - . _ . — --- - - _ - . - --- - - -- -------II -- -- -- . I - --- -_-_-I � � I - � -- --_-_- � -- -- - . . -. _ --. _ . __ - . _ . . - - . __ - . __ -- . .� I . . I- I. . - I - I� I I - I I� I 1� I . . I__ I I_I - I_I I_I _ I I I I I I I I I I I I I__ _ I__ _ I I__ I_ _ _ I__ _ I__ I__ _ _ I__ i�l � � II III II li -- -- -- --- - --. _ .- _ . - - - . - _ . _ -- . _ - . - - -- --- II — — -- i i . — ---- -- i li - - _ � --- --i I � -- ---- -- I _ _- I I -- ------- =- --- - _- ----- -- ------ I -- -- - . . — --. _ . . _ - . _ - . __ i II - I i I . i I I I - _I II —i I I I I I I I II --I - i . i I I I - _I i . - -. . - _ -. _ -. - _- _ --_ _.. - . . _ .- __ .-. - . - .. _ .-. - _-__- . - _-. - - -. - _-_ I I_I I I _ I_I I_I I I I_I � I I_I I_I �_II � - _i - - � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �' � i I I I I I I I I I�' i I I I I I I I I I I I I I I I�' � I I I I I I -� I I � I I I I I I � I�- I� I�- ❑ - . _ -_ _-. -. __-. � � � � � � � I II I I III II I I I I I I III II I_ I I I I li I I I I I I I I I _ __. _ . _. ___ . _ _. . _ .- . - -- -. _-. - --. - - _ . - -. _ I _ I_I I _ I_I I_I I I_I I I_I I_I I_I il I I I �� I _ I II _I� - _ - -- � � � � � �� I I I I I I I I I I I I I I� � -I_- --I�I _ I I II I�. _ _ I I I I I �i � ---. - _-. - _-__-. -- III I �I - 'n - �� - n---'n - ----- ---- -I I� �-'� �-'� �-'� -I� �-'� � �-'� I �I� - - _� ' ' ' ' ' ' ' ' ' ' ' - _� CULV ERT HYDRAULIC DAT A _ __ _'� '� i � � � � �_ � � � � � �_ � � � � � � � �_� . . ._- _. . _I_ � �_ �_� �_� __� �_� �_� _� �_ �_� �_� __� � �_� �_� __� �_� __ '� ' � � �'� �_ '� � � � � � �'� �_ '� � __ __ ____ ___ � � _ � � � � � �� QESIGN DISCHAR�E _ l 000 CFS :- - .- - --- _ � �� _ �� _� � _ � � � �' _ _'�� '� � '��__�� I� n_ _n �� - � �I - ��, i � i i_�_ -= , - - - . � '� '� � _ � ', —I� I, ', ', � � � � � � � � � DESIGN FREQUENCY = 25 YRS —i i i � � � � �__ _n i � � � �� i�_ _i� � � � � � i_ _ _ _ _ _-- -- -��-�� - �� i _�i �i �� i i - �� I �i- : I �i �i �i �� I - �� - �i i �i �i �� i �� i �i i - �� i --I �i �i �� I _ �� H �� I �i- : �� i DESIGN HW ELEVATION = 2,l14.2 FT : : - : --- - : - �i � i_�i i_�i __ � � _�i � �_� _� �_ �-�i _ �i_ I_ � � � n n � �� n m �� m n n �� i ii i i ii i iii ii i i ii ii ii i ii ii ii ii i BASE DISCHARGE _ 1,400 CFS—_ _- -_-__ _ i ii ii i ii i ii ii _ I I - _I_ I _I � . i— �—I �� -i—� � _i _ ___ _ _ -- _ _' ' ' ' ' ' ' ' ' ' ' ' ' BASE FREQUENCY = l00 YRS � i�__ _i� ��__ � i i i i � i i i � i i i i i i i � � � �I� ❑ �� -� i�_ _i-�_ _ - _ _ � � i _ �� i � � �� ! BASE HW ELEVATION = 2,l16e1 FT _ _ _ _—_ � � � ___ _I� �' - -H ' - n-- -n ' � ��- ��I- H ' �� - ! H-'- -n� �� I- �-- -�- _ ---- — ------ - _ _— _�I _i_�'� �I�_i_� �_i_ �I- � H_i_ _H-� -i- '� '�-� -� I -� H-i- '-i- I H-I- i i i ii i ii ii i i ii ii i� ii ii ii ii OVERTOPPING DISCHARGE 1,400 CFS � ___ ��_�i �i _ i i i i_ i i-i-__i_i i i i i � i i_ i i i i i_ i i � i i i i i � i i i i-i___i-i OVERTOPPING FREQUENCY= l00 YRS — _ - _ _ _� �_ i_i i_�� __ i_i i_i _�� i i� i_i� __i� i_ i_i i_�� _ �_�� i i i i i I I��i I�� i I' i i i ii I i I I I�i I I�i I i I� I I� ii I i I�ii I�� i I� �i OVERTOPPING ELEVATION = 2,l15.9 FT i i i i i i i i i i iI i �. � �� _ _ _i- - - � , _ _ _ _i- -- - - - � i �-� � - -� -- � -� - � -� � i � i il _ � n-_ _n _ _ _ � n-_ _n ---- — - - � �-� � -� -� -� -� � � -� -� -� I I I_ _I I I I I I I I I I I I I I_ _I __ _. . ._-. .- _-. --. -__. -.___. _- _-. -- --. __ - - I I I_I I I I_I I_� I I I � I I I I_I I I I I_I � I - -- - _ — --- _ - � � � � � � �-I _ II_I II' li I I I I I I II I I li i II I I II I - _ _ _ I_ I_ I_ I__ �I�- �-T - I�- -1� T��-T� - I I � --� —�l-I- -- ��-_� _ I I I I I I I I I I II � �- _r -. - _-. - __ . --- -- . - . - ------- --. - . . - __- . _ . --- ----I � � � � I � � � � � ---- --- . - . --- -- I . . ---- --- -- — - --- . - . --- -- -- -- -- ----- -- -- - -- -. - . - . _ . - - . — ----- -- __ . _ . -- ---- � - ------I I I -- ------- I I . _--- _ __. __ I I -- . . _-1 I I -- --_-_- I -- -----. _ .-. - I I i i i i i I I I I I I i I i I i -- -- --. ._ ..- .--. _..- __ II i i ii il I I II I- i il i I i � �I� �� ' III IIII II II II -_ -- -- � �--- --- ---I �I _. --_- I- ----�� -----1- � �--- --- -- � r --. ----- -- -_ — - ------ -- - - - -- -- .-- . _ - - ------ _ - — ---- ---- II ��I� � -- ��-IJ- i_I _�-�_ _ ' I� � ��I I� I I �I � -I� �� 1 �I I� -------II I I -- -- -- II I ------ -----� ----- - . __ - . __ -- _ -_ ', i : �' •�- i i �i � ii ii _- _—____ ii -- -- - __ ___ �-' - l7 25. ; � i i L_._ ��._�i i'--. � i- i i i i i i i i i i i _i� !� . . �_ � . - . �, �i �� i � � � i � � �, , . . _ � � I � � / � �_� _ �_� � �_� � _ _ � �_� _ �_� �_� _ � �_� -_---- i !I I i -_- --- --.-II Ii _- ' _ ��E -i i ' I II I II I i il -- --- _-_ I �I -. __- - . . -. _ - ----- - - _ - . � ---_ . - . _ - . _ -- . _ - . - - -- --- I I I - i-_ I- I i I�I _. ._il II_ � BE—G�G__ � '� t� OQ___ �� _:-_-i� i � i �:- .1 iii__. _i ii iii i i i --,. ._i ii i _ _ _ _ : . _ . _ - : .- ___ -- - i i_ ii _i-i --i. i i_i i i ii i _ � i i i i ��_ �_ � �_ -L- STA.l3-�5 .OQ �-�- i ' �' � i i i �i � � �_ _�: --- _ - _ K - f5 _ __ _- ____ _ _ i � � i i i i i i i i -i i_ _i i i �L - 2,l1 :85' _-. _ i_i i_i i i i i �i i i i i i i i _i i i i i i i i .______ _—__—__—_ __ - ___ __ _-__ __ _ .._ _—_ —___ _i i_ i_i _ i_i i_i i__i i i_i _ i_i i i_i __i i i_ i_i i_i i_i __i i i_ i i_ i_i_i i_i i__i i_ i i_i _ _. _ I I I I I I I I I I- _ -i- :-- - i �— - - i , i i i i - i i - - i - i i i - - i - i i - i -i I i --i - _i�_-! ! 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