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HomeMy WebLinkAbout1976 loop GENERAL NOTES - CITY OF RANCHO CUCAMONGA HIGHLAND AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENTEDITION, INCLUDINGITS ANNUAL SUPPLEMENTS OF AMENDMENTS. VICTORIA PARK LANE CONTRACTOR SHAD. BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO STREET IMPROVEMENT PLANS THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE BASE UNE` RQAD SHALL. BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. cd 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES �. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH N DAY CREEK BOULEVARD FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, STAw 101+36o58 TO STAw 107+12w43 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. nor To scALE s 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES CHURCH > FE7' MILLER SIREET SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- AND cl GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. ��hPy 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, ORFOOTHILL BOULEVARD CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. GARD_ 0 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING PROJECT VICTORIA ENS ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF SITE � , RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. STAw 91+31w47 STAw 98+67n43 em 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY FOOTHILL BOULEVARD ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE VICINRY MAP CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R-VALUE, FOR VICTORIA GATEWAY CENTER DEVELOPMENT SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE WE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. IN THE CITY OF RANCHO CUCAMONGA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY I _ _ MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE n _- -- -- t ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE — "' — -" f ■ -_ VI('TO -,GARDEN LADE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. _ - -�i 0 �� ® �� = :•;� 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED • _ — _ — _______ _ __ _ _ BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 1-- I� I MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. DAY CREEK BLVD. DAY CREEK BLVD. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF % � �' THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF �' 1 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 84.0► (� --J �� � / ���r___-. - . ES ICAL! TE QUAN 84.Or CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. I} 1 15. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR w ow (` i-1?.,;0 2 7 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON TYP. TYR �4: �r� rr REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY J � Mh. ? 3ENGINEER FOR APPROVAL �`A.0;Q , , .. 7 10 WIDE SIDEWALK i%lw - 16. WORK SITE AND EXTERIOR STREETS SHALL. BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY I 15' WIDE NTH TREE I I W WIDE MEANDERING STATE, THROUGHOUT CONSTRUCTION. SITE SHALL. BE CLEANED UPON REQUEST OF THE OFFSET ON BOTH SIDES SIDEWALK PER ST. PLAN �' I " 0 INSPECTOR. ; , I CFD 2201-018 - I IA AT� kyml-ACETER ,--,TCO, CURB do GUTTER PER \jj � CURB & GUTTER PERr r -- 17. THE FINAL. OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE ST. PLAN CFD 2001-018 � ��� ST. PLAN CFD 2001-018 „� PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED /�% .(.�/ ,- r1#14- ALL r ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED AND ALL UN- %��i ` _ ` ` / r r I ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISi ji. - r- Y FACTION OF THE CITY ENGINEER. ��� `�i ��!� � ��y �{���✓ �i�ii��%�% °! �� ! i����! i: i`���� c -' > 4 �� c= Ci T j UTLITY CONTACT ,. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SECTION B-B SECTION A-A IT Fl ' SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 NOT Ta SCALE NOT TO SCALE MR. BOB STALLINGS FOR BASE UNE ROAD CONSTRUCTION 1—" -- - - -- - — -�__ GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 214 N. EUCLID AVENUE 1-800-427-2000 COMM. -- ONTARIO, CA 91762 FOOTHILL BLVD. FOOTHILL BLVD. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 It R/W �, R/1N 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 I VAlB METROPOLITAN WATER DISTRICT (909) 593-7474 7"W "4 700 N. MORENO AVENUE1 aw MK I' *'�'�■*� - ��� �'��* V �� LA VERNE, CA 91750 ` COMCASt 909) 983-9895 V 'c_ I t Hill Y L� 1205 DUPONT STREET �PORTK)N OF RED HILL) VAB VAIFIEB VAF�S � I< �? _ •" ONTARIO CA 91762 Ts�,2�' MAX 7 "JI ff MAX TOOT IwN, MARKS CABLEVISION 909 987-6275 �/Vi MIN. � 10808 FOOTHILL BLVD. #120 909; 880-0222 - RANCHO CUCAMONGA. CA 91730 I 10� WIDE SIDEWALK I 1 10 WDA; SIDEWALK I FOOTHILL BLVD. 15 WIDE WITH TREE I 15 WIDE WITH TREE OFFSET ON BOTH SIDES OFFSET ON BOTH SIDES CONSTRUCTION NOTES FOR STREET TREES: GUTTER 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS PPEERR ST. PLAN I PCURB ER 200. GUTTER -- — — CFO 2001-18b _ CFD f%Nb 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE � - i�� -` _ �� �ii� ii, r ,�Y� i� :,,; , i;r� LTi;: - `✓� i r -_ _ 4_ �; ,:, i� 1r. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES � � �i .���1� ��� � ,�. ,� � � �� ��� � . �� � � � �:;����� � . ��==•��'o•�-:-_••o■��--�� � � �■ � �� ® �� �■ '��,�j �:�'i��� ��� � �ii�y���`�i'� ��i��; ;;�ii��i��1i�� i�./�''`,� �i�� i r r, i; ,.�i��i � ;' - MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ���C '�T���ti,� �� ���� `� `� ���� �,����r• ����� % ���� _ ��____-_ ,. � ✓ ✓� �' tii 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. % ,�i� �� �/ i�� ��� 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY SECTION D-D NOT To SCALE SECTION C-C Cl TY OF RANCHO CUCAMONGA Q S SPAC NA COM" NOT TOS LE STREET IMPROVEMENT PLANS FOSTREET NAME NCAL NAME IAOIV ME ��W NO SIM IYTY. 3YNBOL ��T� 3TH FWTHU E-VD• LAGERSTROEMIA CRAPE MYRTLE 3 FT. 15 FT. O.C. 24-INCH 30 EA. DAY CREEK BOULEVARD AND INDICA "MUSKOG E' HYBRID LAVENDER TRIANGULAR SPACING BOX O '`FTo•-45 ' D E * Exp. 12-31.06 * FOOTHILL BOULEVARD � e I V o�a�� TITLE SHEET RHOS LANCEA AFRICAN SUMAC 5 FT. 20 FT. O.C. 15 GAL 1 EA. OF CALF FOR VICTORIA GATEWAY CENTER DEVELOPMENT DAY CREEEC BLVD. WASHINGTONIA ROBUSTA MEXICAN FAN PALM 4 FT. 25 FT. O.C. 15' MIN B.T.H., OR 3 EA. APPROVED BY DATE: ` CITY ENGINEER�_��� �LQ RCE NO 24953 MATCH EST. HTS QUANTITY E3TMATES CITY OF RANCHO CUCAMONGA DESIGN De & C�tk k RECO DED OJ Fr�.�'� lad uw" •Lww PIwJM PYRUS CALLERANA NCN 4 FT. 23 FT. O.C. nw QN TY BENCHMARK NO. 10051, ELEV.: 1300.686 MWEM�G�. („�) 15 GAL MATCHED 4 EA. • H.C.H•C• D M7! ��AM 'ARISTOCRAT' STANDARDS SET 2' BRASS DISK IN CONC. CURB LANDSCAPE PAVERS 4917 SF STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN — - - SHEET 10051 1987' AT THE NORTHWEST CORNER OF H.C. ' LAGERSTROEMIA CRAPE MYRTLE 3 FT. 15 FT. O.C. 24-INCH BOX 13 EA. 4" PCC SIDEWALK (MEANDERING} 1580 SF BASE UNE ROAD AND SWANSON PLACE 0.25 45715 1 OF 4' RCE NO MILES WEST OF ETIWANDA AVENUE, AT CHECKED DRAWING NO. INDICA "MUSKOGEE' HYBRID LAVENDER TRIANGULAR SPACING 0 *SEE TABLE ON LEFT FOR STREET TREE QUANTITIES DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH L.M.G. /� ¢ / T '& APPROVED: OF CURB RETURN. DATE,7//d FILE NO PROJECT SHEET N0. OF - I __ 1. ­ - - I I . 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I G__ ____ -------. __ __ - ­­ --t- _1-___ _­ � __ -1__-__ ­­_ ­ ­. - - - --ad I , ,-.Q--,- � ___ -1-, ___'________' --- - _____ -------- -.------ � -it , __ ' - F_" -'- ­ --- - 15"SW­ - - -ft BUFF.CONCRETE MIX TOBE ADDEDONTHISPLAN BASED ON AS-BUILT. . . ,200 -018 f " cc" 5 . (6 6ij w F , I I - 5 _ _ ig ow- EU i � I � . - -f.�_ _'__'----4 ____­____ ' ___ -____-_'__ -x\\' -,-I" � _ -5 A__ : �_ ___________- 11 CONNECT)ON PER ' b� k (_.) . El INGEGRAI. COLOR CONCRETE TO BE L.M. SCOFIELD C-25 SOMBRM0 10. : ! � E3 REFER TO DRIVEWAY CONCRETE PAVING SECTION(S) FOR DRIVE I 1�1 11 . I I I I � � AISLE PAVING. , : i cl � I I '� : i I . I I I '.'-, 1Y I . I 1 I- I- ' �I � - I - �N. I --- ��:�---�7='_- El PROVIDE CONTROL JOINTS PER CONTROL JOINT DETAILS, 7' MAk O.C.. . i�' I I I I � . � I I � �t I !� I I � c -___ ..6. . '.:-� 1, . . I T-------- 1. : _. -..T . _ I I *_ I y _d r'" , -r- - I I 44 OR AS SHOWN ON PLANS ­-, - * .., -r-*� k��Z_ t== _1. � � .......____ . �: I IN I --I--- - 1 11��-77 t? 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I / � I I I?, '_e_ (D CONSTI?UCT DECORATIVE SIDEWALK WITH COLORED TEXTURED CONCRETE PAVING WITH I In BRICK STYLE CONCRETE BANDS PER DETAIL HEREON 1_ � I - _11 I ___� *0.-45714--!2 STA. 101+30.58 TO STA. 107+12.43 r')'% COICIRUCT 44! TREE WELL WITH BRICK STYLE CONCRETE PAVER AS SHOWN PER DETAIL HEREON - * E,p. 12-31-06 * w 11 "A A, civiv I I I I 4e I / .' (D STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET I. OF,c x%-N : � . f NOTIR- D BY e 0 AT E:fy,10 5� CONSTRUCT STREET CURB. GUTTER. DRIVEWAY APPROACH. STREET UGHTS PER (D CONSTRUCT MEANDERING MCRETIE SIDEWALK PER CITY STD. PIL 103. . ym-w�Z CITY ENGINEER ef� ,fm to, RCE No 24953 ET IMPROVEMENT PLANS CFD 2001-01B BY OTHERS. . . CITY OF RANCHO CUCAMONGA DESIGN RE, PED (D CONCRETE RW WITH COIAXE ROCK VENEER WALLS, TO BE CONSTRUCTED PER ON-SITE . DuebpW lawn l5lmdu%hL i� CONSTRUCT PUBILIC WATER AND SEWER IMPROVEMENTS PER CUCAMONGA COUNTY PLANS AND MAINTAINED BY OWNER SCALE IN FEET . BENCHMARK NO. 1001. ELEV.: 1300.686 H.C. DRC a--,%v=w-m=z -L.W Aw-4 F A - WATER DISTRICT IMPROVEMENT PLANS CFD 2003-1B BY OTHERS. I 2 120 SET 2' BRASS DISK IN CONIC. CURB DRAWN AMMUM H"CA MW ('A4)US-UN SHEETV � (D COBBLE ROOKFIELD PER CITY STANDARDS, TO BE CONSTRUCTED PER ON-SITE , _40 ot 4p 810 - STAMPED "CITY OF RANCHO CUCAMONGA em _.- _____.w_____-' . Ptms AND MAINTAINED BY OWNER I�;';' � i_=_� 10051 1987' AT THE NORTHWEST CORNER OF H.C. . 2 OF 4 BASE LINE ROAD AND SWANSON PLACE 0.25 I ___� 45715 - Q) DECORATIVE SIWW MD STAN TO BE CONSTRUCTED PER ON-SITE SCALE: 1" = 40' MILES WEST OF ENANDA AVENUE, AT RCE NO DRAWI G NO PLANS AND MAINTAINED BY OWNER DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH L.M.G. / 776 * I APPROVED: OF CURB RETURN. DATE 2700�00'o"/oJ;1 FILE NO - � I ______ __ - _ _ _ __ - - � . 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F, . , 1 -� I - ' I - - -T= :==7 V� �- '_=T'-7-j77_�7' - '7_7 F�! �:_� __ - -11, -.:i --1-- , -f--=_-_ __ - ----I- ----I--- - �: - ­ �.+__- __ 7_7 -4 -4 -T I ... --f -, - ___ __ - - . ___: I __�___�____ --�:' � � __"-- - ­ �--- - __ ­­ __ ��I-11 - __- ­ - - - * _- ­­ ­ - - _. __ - -- - T -- ­ - -_" ' ­ I-- -- -- -,r - __- - - . __ . _--_I.�. - - � t ___ I . -_': - � - L ,-- ­_'_f - `_ - " , r -- i - K _ ____ __ _ -- ' ___ __-I - :-__� j-=::. ___ --- -- - - - _. ___ - "If - - _� --' - - 7---t� ---- . -_"' - - - - f - - __ . - _ -_ . I - - - I I -_ 7 ­_ ---- - -4---_ � - - -_ _ -, , -_ --- - _�_4 �� - � I -- I -- I - ,� : i__- I . -_. ­ --- - '= __ - --I V__�_ ___- - -11, - r- � f - - --- -- ------ -- L�___ __ ,-m_ - _____ . 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I ...-:�;" I �' CON18TRIXTION NOTES lz�� 11 ____ I I W'm FOOTHILL BOULEVARD I I I CONSTRUCT STREET CURD, GUTTER, DRIVEWAY APPROACH, STREET LIGHTS PER ---. - I .- 11 (D CONSTRUCT DECORATIVE SIDEWALK WITH COLOREI) TEXTURED CONCRETE PAVINIG WITH -1, . ; FOOTHILL BLVD. STREET IMPROVEMENT PLANS CFD 2001-018b BY OTHERS. '% BRICK STYLE CONCRETE BANDS PER DETAIL ON SHEET 2 1 i I I I i Ql CONSTRUCT 4*x4! TREE WELL WITH BRICK STYLE CONCRETE PAVER AS SHOWN PER DETAIL ON SHEET 2 � i CONSTRUCT PUBLIC WATER AND SEWER IMPROVEMENTS PER CUCAMONGA COUNTY %V , � I WATER DISTRICT IMPROVEMENT PLANS CFD 2003-18 BY OTHERS. Q) STREEr TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 � t--'% INSTALL WA 66 ICON SIGN PER SEPARATE APPROVAL.-flLl,lht;o V060'41 ZPW-s. ps - ___ CITY OF RANCHO CUCAMONGA W _ '� i "plqZj&f_-vpu_�LA0_ f%j&r-___'r0__ -4 &f.1del_"09_- � . I � '# t 8 I REE r &VIROVEMEW PLW FOR � ESS/ � I %VVTC If I e.- FOOTHILL BOULEVARD rn � " - '_� No. w - 0 xp. 12-31- ' STA. 91+31.47 TO STA. 98+1157.43 . I 11- N �'% cl I\. , ' ' !'A F5,01 ' i'lf . 6 0 . �d(&,;4 , , APP y : DATE: , 4 CITY ENGINEER AL,,�_�a�vA::�__ RCE N ' ' � I I DESIGN RECOMMY.NDED I CITY OF MNCHO CUCAMONGA Develelaw �udw%bL ' - I BMHMARK NO. 10051, ELEV.: 1300.686 R.C. "0**w"I WLQW TS"Alv -L.w I I � POW � �� Fl. L - , DRC M75 LW VLAW OMS"AM . 11 SCALE IN FEET � � SET 2* BRASS DISK IN CONC. CURB ANA"H"CA WO (M)US.-SM 2 , ?2 , 4p 80 140 I STAMPED 'CITY OF RANCHO CUCAMONGA BM DRAWN -_"'__________"____� SHEEf -1 1 10051 1987' AT THE NORTHWEST CORNER OF D.L 3 t ' �' ' � !!siiiiiiiiiil : BASE LINE ROAD AND SWANSON PLACE 0.25 _.__l__w RCE NO 45715 - OF__4___ I i MILES WW OF ETTWANDA AVENUE. AT DRAWING NO. SCALE: 1" = 40 � CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH I! DESCRIPTION OF REVISION DATE APPROVED,. OF CURB RETURN. S.C.M. - , DATIE ,-?hf-'CP/0' 0- FILE NO - /177(9- I 1_ _ � . . ____ . t t I .-- - = - - - __ _ _ _ - . �_ __ F - j I __r __ I _ � - - - '_ ' __ ft-__ - T r __ F t I 1 �_ I i L___ N r, 0 Lo�_ .- � 1 7 T '_7-f � , r- T t_:7 I, I - I __ t- I r I ___ _ �:_ - -::- - __ t�___ ::� __ I- T' " f� V_ P __ _'_ I i __ -FE- _'r___ = i - __T - -_:_'_�� F=_ [:__�____ r- - I T I � t - __ I f T * I- ___ - p -4 ; J- I I, I r_ _ F V � r I -V­41� - __ I � I cufi * �_ I __ i r T7 f F___ - ' �:_7__ I I I f � � .�___ ' f__ 4- - _T "_ , F_ I T_ _T L � - I I w w I T I I T - . . ____ - I - ___ t 1 4 T-r..- r_ � f �:k__ _:7 1 T I V. r-'_ = ___ 3 ' � - - - t F . - _ - __ _ I � - - - .' !I! N _ C,4 - .- ___ __ W; + __ r -__� _ N _ _ f I ,0,1� _ - _ _ - I _ - � I I i - , � - - I- I 5 tl- I I I PROJECT SHEET NO. OF _ . .