Loading...
HomeMy WebLinkAbout1794 C> FNFRAL NOTES pACHO IN THE CITY OF RANCHO CUCAMONGAQ` OCi 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO COUNTY OF SAN BFRNARDINO 6TH srREET _j CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS 3 O 0 ` '7 CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE w w w RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. z Q z PARCEL NO. 15536 � Q a Q 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER z O Q 5TH STREET Z METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ^^ RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE � I ) LJ SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS RE-QIUIRED AT NO COST TO STREET IMPROVEMENT PLANSZ 1 5 THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT .SHALL FAMILIARIZED HIMSELF WITH 4TH STREET THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES SITE z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH Z FACILITIES ARE SHOWN ON THESE PLANS = Y J _J 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO r Q.M• 1 .46471 SHEET 3 10 CUCAMONGA EASEMENT OR RIGHT-OF-WAY PARCEL I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES / VICINITY MAP SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE LL QQ AREAS. EMPIRE LAKES S I b 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR - V P.M. 14647 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. COLI-C COURSE.C 1 I ARCLL 7 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND 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. ----------- ------- - - d -- - __�____- __--___ ____ _ _ ___ 1 __ ---- - NOTE: ANY ROCKSCAPE WITHIN THE CITY RIGHT-OF-WAY SHE ETr 2 SHALL BE PER CITY STANDARDS. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY FOURTH STREET ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. --- ---- ------------- --------- -- - ---- -- --- - ----------- - - ----------------- ----- ------- - - -- - - -------- -------- ---- - -------- -- - - --_ _- ---___�_--- PROPOSED `TOP x BENCH MARK: 1 C' L ? 0 N, •r'c m OF NORTH CURB m LLJQ ^� �j. 1 ()CATI t) ! MI. N F F,OM T4IF CITY OI;, v a TOWN OF ONTARIO 8. CO. N/F C ORNFR ' r7 v0 t to o 00 o °r.° v z °►�° ono o ►�- MIL I IKFN AVF. AND 4 TF I T. 0. f DI; T W nF OF' 40 N N N "i ,.j �� + + t-i + LO OW tj p c+0 O 2 'Nl F T U) rj� � M V O LO N ^m N No voW � o 0 oNo `r ^ N ^ 0.017 NSW '-L,'-V.= 1035.89 FT = 315. 74 M N .. o o m ^ 28� -� BASIS OF BEARING: P.M. NO. 14647 - 1 EXIS77NG GROU D TRAVEL LANE PAVEMENT STRUCTURAL NORTO - P W ! �._.-.. ® NORTH RAW SECTION (ASPHALT CONCRETE) _ �E33a NORTHR _.. ��.._,.. _, .. PROPOStD FLO WE .EXISTING GR UND , . ® NORT�f CURB48 NORTH OF CIL ^ 46 O � N 8c14 + M + � No NO SLURRY CEMENT BACKFILL - --- N 0.2890 - -_ - - (WITH RED DYE) PER CALTRANS ko STANDARD SPEC. 19-3.062 � Ln - F 1-4" SCHEDULE 40 CONDUIT LO OR EQUIVALENT �. CURB 5» 8" 5.. t _-._-_._..�. r_....._..�,.�.- - � 3O #'�ORTI� T 4C µ 4-2" SCHEDULE 40 CONDUIT � URB OR EQUIVALENT 18" PERVIOUS BACKFILL EXISTING GROU D PER CALTRANS STANDARD ® C�L SPEC. 19-3.065 TYPICAL SECTION .__ _. � �p� � .- N.T.S. _._ �. �- E 2 1 h- r 1 V - -�7o3VFO- W IWO : � - NOTES: + moo PULL BOXES (3'X5'X4') APPROXIMATELY 600 FEET APART. COORDINATE LOCATION WITH THE CITY ENGINEER PRIOR TO a PROFILE SCALES CONSTRUCTION. HOR1Z.: 1 "=40' VERT. l '!--4' 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 10 II II 19 NOTE SEE tQ N � I u ,� 19 3 3 3 - PROP. CIL INT STA 01* 4TH QST ® CLEVELAND AVE = 10+00.00 3 II j Q 3 X. so' TAPER l! �.) i o s Q Z z III h �`' o L!�/YST/POC'T,AEPiPESSED Q Q ►� v Q _ II o s 36 72 r 36' UrPB ONLYPEiP C/TY - 3 W P.M. 13b II I ? P.M. 14647 I Q 'Z �r o n * �i v .r o a a z ►� (3 a I II "' II v Q 3 v `"o a - N u� Q o X PAJ?CEL 1 �Q II � II I x �� n , 25' 25 sro. io2 � 00 PARCEL 7' �z �-i cn vo -) �v wi . � o0 + z W + 6 6 + + o o >c �' W Ln z z I I o+ II �' c�Q ,_ W °,-° z z 23+78.13 \ n w�Q v)W W �, z z o W ,� + c� O I N I I + o o + �, BCR N 3 25+78.13 x o a r mU CO WW op O WW 6 � "� o Nmm I 1 cvww w NCDM 43 BC W ^ -o 18 0" CF \ 0" CF EXIST. R/W r; 14 6 + J4 16 I 23 21 II 6 m 17 A �EXISS_TRIW14 132.74 3 1'5 / 14 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I\ - - 17 - FL C N�2 16 7 IF TC 2 4 30.45 TC 19 30.71 TC 16 16 - - - 13 - - - 2 33.79 22 � 22 I TC 2 19 ( ) 2 4 18 33.20 L26 8 32.80 (29.78 FL 30.04 FL VEXIST. CdcG _ 0 EXIST. CdcG TC FL rn EXIST. Cacti 26+08.1 34.24 c0 I FL co 'n PCC TC ��/OF A ��/�� 34.07 V/1 I L/r !{/'{� WV N co N897239"W FS N8972'39"W - -- -+-- �- - �--- + + + -+ - --� - 4 - -+-- +- 8 -� - - -+ -- + - -- - - - F - - - + +--- - - -+-- - - -+---- -, + --- - - 15+00 16+00 1/ TA 17+00 18+00 19+00 20+00 21+00 1318.13 22+00 23+00 24+00 25+00 26+00 1336.04 0 0 `r 23+18.13 4TH STREET CA INT. v 1+00.00 EMPIRE COURT CIL ------------------------------ --- ------------------ --------------- --------------- ----------____------____------ --------------- --------------- ---------------------------------------------------------------- -------------------------- \ \ ---- -----1--- N 0 ----------------- CURVILINEAR SIDEWALK _NOTES CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. DWG. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, N I NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE EXCEPT FOR THE 66 KV ELECTRICAL) ON THE PROJECT SIDE OF 4TH STREET N PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE WEST SIDE OF T ( II II MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD THE WESTERLY PROJECT BOUNDARY To THE FIRST POLE OFFSITE OF THE CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT EASTERLY PROJECT BOUNDARY. I �.. V) PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL I I II co BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. I II I) ( ADDED 5/DE6U�(X yCCESS P. 7 �L-oL IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK cAsc '� LAYOUT PLAN, TWO SETS OF RED-LINED PLANS SHOWING THE PROPOSED CHANGES CITY SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. DESCRIPTION OF REVISION BY DATE a� APPROVED CONSTRUCTION NOTES CrTY OF E CURVE/LINE DATA RANCHO CUCA o - E 2O CONSTRUCT A.C. PAVEMENT OVER A.B.. MATCH EXISTING ROAD SECTION -� DELTA/BEARING RADIUS LEN./DIST. TANGENT ST FEET IMPROVEMENT PLANS 4O CONSTRUCT 8" CURB AND GUTTER PER CITY STD. No. 104 (TYPE A2-8, W= 1 ') 17 INSTALL N0. 6 PULL BOX N89 22'39"W - 200.00' - PARCEL 1110. k5.536 6O CONSTRUCT CURVILINEAR SIDEWALK (W=4') PER CITY STD. N0. 114 18 SAWCUT AND REMOVE EXISTING CONCRETE AND AC PAVING. CUT 2' FROM B 20'46'39" 84.57' 30.67 15.50' 3 PROPOSED GUTTER LIP C 20'46'39 84.57' 30.67 15.50' 4TH STREET 0 8 CONSTRUCT CROSS GUTTER PER CITY STD. N0. 106-A 19 REMOVE EXISTING CURB AND GUTTER A CN O9 CONSTRUCT BUS BAY-RIGHT TURN LANE PER CITY STD. NO. 119 (SECTION A-A) STA. 14+75.54 TO STA. 26+38.13 10 CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101 (TYPE C); W=PER PLAN REMOVE AND SALVAGE EXISTING STOP SIGN � Q Approved By DATE: ' c 21 REMOVE EXISTING BARRIER RpFESS/p i 1( 2�1 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND Q N9l CITY ENGINEER a {,(,f �i RCE NO. �� COORDINATED BY DEVELOPER 22 EXISTING POWER POLES TO BE RELOCATED BY OTHERS GRAPHIC SCALE c��� O�� R. '1'l DESIGNED BY: RECOMMENDED: -AEI13 INSTALL STREET NAME SIGN PER CITY STD. N0. 401-A & 401-B 40 0 20 40 80 �'� �� y , SRV • 23 ADJUST VALVES TO GRADE 14 INSTALL 2" GALVANIZED ST 1 y__ EEL CONDUIT WITH _ w � �•�• a O DU H PULL ROPE ( = 40 EXP. 2/41/33 DRAWN BY: E N C� ■ N F"F_A ■ N 0---A SHEET O O7 CO/YSTiPI/CTH�4/YD/C4PPE0 .�4CCE•SS � WM=0R5f C/TYSTD. /O? IMc 937 SOUTH VIA LATA 2 F 5 15 INSTALL 3" GALVANIZED STEEL CONDUIT WITH PULL ROPE t 6 SUITE 500 0 Go © 93 CDAUST`PUCT 5/G��Gf9(f{ (lt�=lo 5')PE�P C/TYSTD. l03 f/�J. CHECKED BY: COLTON, CA 92324 DRAWING NO. 16 INSTALL NO. 5 PULL BOX F CAt\F 0 SRV PH. (909) 783-0101 FAX (909) 783-0108 � 79qXX PROJECT SHEET NO. OF BENCH MARK: v9'- I" RND. [,E. BOLT IN CON r.ETE C Uf'Ej. I OCA 7f:D 6 MI. N F ROM Il if C I I Y O,!' TOWN OF ONTARIO S.R. C 0. N/ - C ORNER 3 + MIEfIKEN AVE. AND 4TII ST. 0.5 FT W OE DROP INI E I ELE V= 1035.8.9 FT = 315. 74 M BASIS OF BEARING: P.M. NO. 14647 CURB TRAM 6" C.F. - 8" C F 169.48` OG` 444 WEST r 84.74' OC A/4 A/4 4/4 6/4 EXISTING GROUND ® WEST CURB C'4 Nti � �. tio o � . UyN liN Un 40 M o M+ 0 N .- llftO ^ O � O + O N � �� t� 4 p y fJ-- - - 0.6390 TANPROI OSED TOP 2 ? -0.2890 _ : U OF WEST CURB Ln LO z I N 4 � ►�� o to q 06 pp q9 rnv ,�� } O W * N *-CO - .- O + O + O rl PROPOSED F' ISt-1 EXISTING GROU D URFACE ® CROWN o 0 CIL „culla TRAMS LINE r��Ih n 6 C.F. 8 C.F. V TO--t4ST CURS 5 98 L2C. -�-,-..,m 189.4b' _ .._.... , Q/4 Q/4 Q/4 .Q/4 4 b.. n 62.46' OC 21.6d' 84.74' OC t �., N Xm 4 to u0 g DLO C4� O M CJ to ti U LOto m O ^ O ^ O O t Oe + N 50Z TAIL EXISTING GROUND 0.289E i PROPOSED. TOP ® WEST CURB PROFILE SCALES OF EAST OURS HORIZ.: 1 "=40' VERT. l '--4' 1 +00 2+00 3+00 4+00 4TN ST=7 SEE �T 2 NJ I P.M, 15536 III P 1 1120' I x 60' 60' JI 10 12' 48' 48' 1 ,n 3+23.41 III 3 "A" STREET CIL - s.. 2+21.10 II t 33.20 I I 41 0 BEGIN CROWN a TC I 7 00c c6o + u �I I + m 00 -j nm GRAPHIC SCALE I �� s s 0" CF N Q 0" CF 40 0 20 40 80 _ �/ i I B 3 32.67 T> �- - _ - - �.. 0" CF G w + 33.39 rn 33.90 34.20 AVE I i; oo I TC 11 3 TC TC 34.27 \ 0" CF VFJCENr A� I i i 34.07 32.74 1 F TC 34.33 N00"37'21�F" TC LLV 32.80 I 32.80 PAID ti 33.76 _ -``3+00 A 2 i, LIP I LIP N) FS FL __ _ TC ( TC.65 (_4 TC 85 E TC 5 (,, END SIDEWALK N - _ - - _ \ I i _ - _- 34.16 35.25 C i' TCFS 34.69 D TC-MOC , BD/rLY,0 /e C� Pl 34.27 = 1+00.00 EMPIRE COURT C L I ��; sTTo IO? 33• o o TC 3 / CONSTRUCTION NOTES 23+18.13 4TH STREET CIL INT. v TC o - 0 126' N 60' 66' a 112' 48' w 59 w w N+ m © Oi CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. oT 48' 11' m W O3 CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 (TYPE A2-6) I I i o U I i i p, A a, C� m 55 CONSTRUCT SIDEWALK (W=4') PER CITY STD. NO. 103 7 ' CURVE/LINE DATA I i ! i 3 I /Y! U {QO7 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 (SINGLE RAMP) ADL�D gx/r lg6ff '�gCCE�S 2AMP.00 `q�C DELTA/BEARING RADIUS LEN./DIST. TANGENT I � PARCEL 7 5 I , v 10 CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101 (TYPE C); W=PER PLAN DESCRIPTION OF REVISION BY DATE CITY a AD N8922'39"W - 20.00' - I I r c APPROVED �I R i i INSTALL SALVAGED STOP SIGN (R1) PER CITY STD. NO. 401-B ° B 90'00'00" 35.00 54.98' 35.00' I W I W CITY OF RAACJ-10 =A o i i l Q I� 12A INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND C' 215'47'04" 45.00' 169.48' 139.39 I i o a I i a I COORDINATED BY DEVELOPER STREET IMPROVEMENT PLAA0 EI u� N36'24'24"E - 21.60' - I ;; i I 12 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND E 35'47'04" 100.00' 62.46' 32.28' COORDINATED BY DEVELOPER $ f 22'07'22" 271.66' 104.89' 53. 1 l' 4TH �5 INSTALL STREET TREES PER STREET TREES' CONSTRUCTION NOTES PARCEL NO. 1 536 3 SEE T 2 AND TREE SCHEDULE PER SHEET 1 EMPIRE COURT 0 STA. 1+00.00 TO STA. 3+23.41 , N co O N Q Approved By / I DATE: r QRpFESS/pN CITY ENGINEER t ,�G.GG� �� 1 ,� RCE NO. �� v <<,� oa EMPIRE COURTcv� �y DESIGNED BY: RECOMMENDED: mac, oy SRV s AE10CAF; � r1l Or NO. C05470 � E. rV�� m ■V E E ■ a I N L ! EXP. 12/370 DRAWN BY: _ SHEET Q_ IMC 937 SOUTH VIA LATA 3 OF 5 i SUITE 500 o `rl �� CHECKED BY: COLTON, CA 92324 DRAWING N0. 00 0 A1� SRV PH. (909) 783-0101 FAX (909) 783-0108 0[� XX PROJECT SHEET NO. OF O Q:\72801\PM_15536\Engineering\72802-Ironwood\Street_Improvement_Plan\ 72801-STR-IMP-SHT04.dwg 09/20/01 14:36 /O� //O�� (O( �� (O� /O� /O `O• (O� O /O� /O� (O W WAY W W C4 V'1 CrJ C,r C4 CA W N C.i N C,r 4a N (4 N Q4 4a O O O O 51 ' LT 1032.85 0 ^' o PR. LIP 1 48' LT (1033.41) 1 48' LT (1033.30) 48' LT (1033. 16) 1 48' LT (1033.00) TC o EX. TC o ' EX. TC o EX. TC 48 L 1032.79 - 48' LT (1032.74) 48' LT (1032.64) •� 48' LT (1032.50) �- 48' LT (1032.39) PR. FLL EX. FL 48' LT 1032.65 EX. FL EX. FL EX. FL 45' LT 1032.85 47' LT (1032.81) PR. FL \ 47' LT (1032.72) LT (1032.62) 47' LT (1032.46) PR. LIP \ EX. LIP o \ EX. LIP o EX. LIP o \ EX. LIP X� CID O � CAI (A \ O \ O \ O \ O \ O O O N \ 22' LT (1033.64) O \ 22' LT (1033.43) N \ 22' LT (1033.32) \ \ 22' LT (1033.22) N 1 EX. FS N I EX. FS N EX. FS N I EX. FS 0 0 0 1 0 O,� I OO 01 O O I N DO I N \ 1 N \ I N v v �J I �! _ 1 � _ I w _ �� _ I O O I 04 O I O 1 O I o9 1 CL (1034. 16) n I 0 t CL (1033.93) n 1� CL (1033.8 11 CL (1033.67) n EX. FS ` EX. FS ' 0 EX. FS '- o EX. FS '- J V J J J J .► J J J J V 0 0 0 0 0 0 0 0 0 0 0 0 W (A w w Q4 w C4 cA w (A C4 CN N (A V J V V v J J J +► J V J O O O O O O O O O O O O (N C4 Q4 CA Q4 CSI C4 (A C,r (A C4 (A -4 Cn C4 N C4 N (A 4 0 59LT 1034.23 0 59' LT 1034.09 0 59' LT 1033.96 0 59' LT 1033.82 PR. TC PR. TC PR. TC PR. TC !v N N 0 0 0 00 1 48' LT (1033.99) °� 1 48' LT (1033.84) °�? I 48' LT (1033.73) 1 48' LT (1033.59) o EX. TC o EX. TC o EAG. Z o EX. To 48' LT (1033.30) - 48' LT (1033.20) - 48' LT (1033.07) --L 48' LT (1032.94) 48' LT 1033.34 \ EX. FL 48' LT 1033.20 EX. FL 48' LT 1033.07 EX. FL 48' LT 1032.93 EX. FL PR. FL \ 47' LT (1033.39) PR. FL \ 47' LT (1033.28) PR. FL \ 47' LT (1033. 13) PR. FL \ 47' LT (1033.02) O \ EX. LIP o \ EX. LIP o \ EX. LIP \ EX. LIP O � J � �-A � l � U' � l � �►' O � U' O o o o O � O IO � \ 22' LT (1034.26) � \ 22' LT (1034. 13) \ 22' LT (1033.99) N \ 22' LT (1033.80) N I EX. FS N 1 EX. FS N 1 EX. FS N ' EX. FS 0 0 0 0 O I CO O O I I DO I N DO I N I N DO I N .J w N 1 1 1 1 1 1 1 I I� CL (1034.80) n 1� CL (1034.62) n I` CL (034.46) I� CL (1034.31) O EX. FS ' 0 EX. FS ' 0 EX. Ff 0 EX. FS V V J J V J J J J J V \ LN W W W W W W W W C,a W W CN a1 Cn C� �• Cn N C,� -4> N GJ � � � O /V. J +J (V, IBJ, /J. ( . /V�, ` I- W l+ V 1 W 1+ V 1 W 1+ CP N O 0 0 0 58.42' LT 1034.32 PR. TC !v o 1 48' LT (1034.33) 1 48' LT (1034.24) 1 48' LT (1034. 10) aEX. TC o EX. TC o EX. TC �-- 48' LT (1033.74) - 48' LT (1033.62) - 48' LT (1033.46) EX. FL EX. FL 48' LT 1033.48 EX. FL 47' LT (1033.80) 47' LT (1033.71) PR. FL \ 47' LT (1033.58) o \ EX. LIP O \ EX. LIP o \ EX. LIP � REG/SI., W S SFO ti x o 83�N� O 22' LT (1034.67) 22' LT (1034.53) \ 22' LT (1034.44) EX. FS 0 a EX. FS EX. FS 1 O 1 1 O I z i 0 0 o 0 O 4 OI O I N O I N (n C/) � 3, n o , 1 W � , � � oFri 0 (A 1 1 I ' m � 1 1 I illiI Carn 1 1 I Z> O CL (1035.09) n CL (1035.02) n CL (1034.91) n rTl z O EX. FS '- 0 EX. FS '` 0 EX. FS C� '0 D � � � o O �� . nl o zco I rn � Z Na y O O N O W � (O. C) rO. OA /O4 (C4 OA /O4 • W l+ Cn Q4 Y Cn w � � All I I X �' D � n O O r