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HomeMy WebLinkAbout1689 BENCHMARK CITY Of' RANCHO CUCAMONM BENCH MARK NO. 10031 V. FD. 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF UPLAND BM 66-88 1987' AT THE NOR'TFIWEST CORNER OF SAN BERNARDINO ROAD AND GROVE AVENUE. SOUTHERLY CORNER OF CATCH BASIN OF R NGA cl-J " y .4 ANC1 ,10 C UCA .M,.- -,.0..- 48 FT. NORTH OF CENTERLINE OF SAN BERNARDINO ROAD AND 36 FT. WEST OF CENTERLINE OF GROVE AVENUE. ELEVAl" — 1272.852 RANCHERI DRIVE TREET IMPROVEMENT l� CONSTRUCTION NOTES: FROND GROVE AVENUE TO TAPIA VIA DRIVE 1a--REMOVE EXISTING A.C. 2�—CONSTRUCT 3 A.C. OVER 4" A.B. PER CITY STD.100-A CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CITY STD. 104 a CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 do DETAIL A SHEET 1 GENERAL NOTES5�—CONSTRUCT P.C.C. SPANDREL do CROSS GUTTER PER CITY STD. 106-A �—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C 7a—CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY STD. 103 (W PER PLAN) 8�—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 9 1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard RELOCATE CUCAMONGA ,o�- REMOVE AND DISPOSE Specifications for Public Works Construction, (Green Book, 1994 Edition and 1995 supplement. RANCHO 1- 1 RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, GROUND COVER AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. 2. Public and Private utilities and substructures Shown hereon are from available records. The1�--TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. A.I. NO:Q-4110 Contractor shall be responsible for protecting all utilities and substructures as shown within the a ��I II II I (INSTALL LIGHTS 5800 LUMEN HPSV WITH 6' MAST ARM BY s.c.E.) 13 construction limits of this project and shall be responsible for any damage as a result of the — _ " ��`—Joao 14SAA UNTO GRADE construction operations. t5 MATCH EXISTING Pro3*ect 6 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER CITY STD. 607 BEHIND R/W OR S/W AS 3. The Contractor shall notify Underground Service Alert 1 -800-227-2600 and the following utilities �—REPLACEINDICATEDON THE PLAN.CHAIN LINK FENCMATCH THE WITH o of OST FROM DRIVEWAY INCLUDING GATE. two working days prior to construction or regarding any problems. CHURCH ST. MATCH UP WITH EXISTING. Site W 18 RECONSTRUCT 6 HIGH BLOCK WALL PER CITY STD. 606 19 REMOVE PORTION OF WALL/ NCE INTERFERING WITH PROPOSED IMPROVEMENTS Southern California Edison Co. 909 357-6240 AND REPLACE END OF WALLFENCE TO ACCOMPLISH A FINISH LOOK. Southern California Gas Co. 909 335-7572 �-- REPLACE WITH TUBULAR STEEL FENCE PER CITY STD. 608 BEHIND THE R/W (COLOR TO MATCH EXIST.) General Telephone Co. 800 469-6343 FOQTHILL H D. 21 PROTECT IN PLACE Cucamonga County Water District 909 987-2591 ®---CONSTRUCT 4 THICK P.C.C. WALKWAY (W PER PLAN) a 3t — PAINT 4" SOLID YELLOW PER CITY STD. 133 (L=100') SAN HERNARDINO RD. PAINT 12" SOLID WHITE LIMIT UNE AND STOP LEGEND INSTALL STOP SIGN R-1 (30'7 ON STREET LIGHT POST a �--- INSTALL 15 GAL.-BOTTLE TREE (BRACHYITON POPULNEUS) PER CITY STD. 502 OR 505 4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 ARROW RTE, 2�— INSTALL MEXICAN PALM TREE 24" BOX W ext. 2341 two working days prior to the required date. > W INSTALL TYPE I MARKERS (BLUE) PER CITY STD. 134 a 9th ST. 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or & — Cf —CONSTRUCT 1' HIGH CURB PER CITY STD. 104 encroachment within any City of Rancho Cucamonga easement or rights of way. CONSTRUCTION NOTES FOR STREET TREES: 6. Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work to be performed under Z 1. All street trees shall be planted and staked according to city W standards and specifications, as proximity to hordscope dictates. this contract; Including but not limited to a Class "A" License (General Building Contractor) in No street tree shall be planted where the center of the trunk is accordance with the provisions of the Contractor's License Law (California Business and R/W closer than three feet (3') to the face of curb, edge of sidewalk Professions Code, Section 7000 et. se and rules and regulation adopted pursuant thereto. or face of wall, unless otherwise noted. q•) 9 P P SEE TABLE N.T.S. 2 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the city. MIN= YAP ON SHEET MAX. 8 4' �2� 7.5' NOT TO SCALE . 8.5' EXISTING SURVEY MONUMENTATION 0.5' All existing survey monuments that will be disturbed by this project shall be referenced and 14 reset by he City Construction Surveyor in accordance with Section 8771 of the California 14 j 15 Surveyors Act. Found monuments are shown on the plans and described as follows: 15 Mme. 1 PER 1' 2 REFER TO CROSS SECTIONS ON SHEET 3 AND 4 �oX� 104 FilConcrete nail straddlers to a point on manhole located at the intersection of the �, — — — OIL centerline of Rancheria Drive and the alleySee Sheet 2 Sta 1 +70). N ( „ > W 0 0 2.14' A.C. OR P.C.C. PAVEMENT TO 4 J v�0 2'64 R 0 1 " Iron pipe located at the street centerline Of Rancheria Drive at B.C. (See Sheet 2 MATCH EXISTING. RESTORE — — — R/W INCLUDING CURBS, - Sta 1 +95). TYPICAL X — SECTIONS WALLS, AND PLANTERS ALONG �• ��, 3 4 Concrete nails x—ties to a point on manhole at the intersection of the centerline of DRIVEWAY TO MATCH EXISTING. SECTION A—A Rancheria Drive and Red Hill Country Club Drive (See Sheet 2 Sta 5+36.92). NOT TO SCALE ;r, 0 1. Prior to issuance of a construction permit or start of work, a copy of the NORTH SOUTH ORT SRS corner record filed by the construction surveyor for each monument showing references to be used to reset that monument after completion of the 1 30' 30' 30' 30' 3' W PER PLAN 3' project shall be provided to the City. r L 2. Prior to obtaining a certificate of completion for the project, a copy of the 12 18 18 12 12' 18' 18' 12' corner record filed by the construction surveyor for the resetting of the existing monuments and the related permanent witness monuments after VARIES 6,5' 6.5' DETAIL A completion of the project shall be provided to the City. 7'-18' 4� 1�'10:� TYPICAL DRIVE APPROACH SCALE 1"=10' -�— 1.0o% TO % — 2 — — — — — 2.00% 1.00% TO 2 —0.88% — .. 1.40% 2—3. 10;1 L� I _00% — — 1 1 I — — — — �r — - — — — l�� ' — �' 7 Underground • STA 1 +00 TO STA 1 +95 3 SOUTH 3 Service Alert R STA 6+13.14 TO STA 9+00 CROWN TRANSITION NOT TO SCALE Call: TOLL FREE NOT To SCALE EXIST. WALL I 1 -800-227-2600 NORTH SOUTH NORTH SOUTH R/W R 12' H R/W R TWO WORKING DAYS BEFORE YOU DIG " .00% 30' 30' 6.5' " 21 30' �, H CITY t 2' 1 s' t 8' t 2' H 3"MAX, 12' 1 e' 18' 12' DESCRIPTION OF REVISION DATE �R�; 1 1' 6.5' _ — 2r�..' g VARIES 6.5' CITY OF RANCHO CUCAMONGA SHEET INDEX - _ Tl/— = %� I 7'-18' 0. TO 2— - - - — — 28X 2.00% 7 I iTf �� _ 10:� _� - 1.00% To TITLE SHEET - - - _ .. 2� ' RANC ERIA DR. STREET IMPROVEMENTS 2 % I� 3 I �� 3..0 — EXIST. WALL 1. TITLE SHEET 7 8 - 2. PLAN AND PROFILE ' 2 3 STA 2+80 TO STA 3+13 FROM GROVE AVENUE TO TAPIA VIA DRIVE 3. CROSS SECTIONS NOT TO SCALE 3 QaOFESS/ STA 1 +95 TO 5+00 STA 9+00 TO STA 9+89.11 �o �� CITY ENGINEER _ 1 k- RCE• 4. CROSS SECTIONS 24953 LEGEND: CROWN TRANSITION t F NOT TO SCALE G • NOT TO SCALE y 3 r Z� DOM PLAN PREPARED BY. L DED I . I PORTLAND CEMENT CONCRETE No. 24953 = W M PK CITY OF RANCHO CUCAMONGA Exp. 12-31-01 C.A.B. # * DRAWN ANC CIVIC CENTER DRIVE ' R ! RANCHO CUCAMONGA, CA 91730 r� - V1� NEW ASPHALT CONCRETE CIvll k PK 1 of 4 -- CHECKMHM/JD DATE MENo 95-27 oRA�689 , �•s�u L� b i - - - - R ENC1E71YfAIZ - - - - - - -- - - - - - - - -- - 7 AT NC RTHWEST COR KNAKL4P4V AVE C�,TC '48 RLINE ' • , - - - _ - - - - - - - - - - - - - D - , - F. y ._ --. _ T it - - - - -- J , � . ♦ 1 , 1 ♦ , , ♦ 1 1 1 1 , ♦ 1 + - - - - - 3.tic) - - - - -- - -- - - -- -- - _ t - - - - - -- - - - - - - (SIHT 1) T1�P ECT. SQ _. -- _ -... _ r __ ♦ t 2x tad f - • _- _- - - - - - _ - - - - 40 t -- N - Ll - - -- - - - -- -- - i - - - - - 7 - - - - - - - - - - - - - --- - - � 1 ; ; - - - - - + is - - + 1- - - Q _ - - -_. -- - -- - - - - - ' ' as FA I r • 4 4 4 _ - - -- - - - - +53' Mn qG _ - - - ♦ 41_, _ - t _ _ - - - - - - 29 - - - --- - - - +e - u - - - - - - ,A En + - - - - - _ - - - - - - - -- - �a - - - - - - - - _ - -- - - - - - - - - - - - - - - _ - - - - - - + -- - - - - - - - - -_ -- - a - - - - - a } 40 Zj 0- IL - - + - - -- u I!.I. 4B - - -- - - - - _ as r. - - - - - - - - - - - - _ - - -- - < a - + - - - - - - - - - - - I R13 - - - - - -- - - -- - _ - - - - -- - - - - - - - - - ?p --w 58.E,2 t` U - -- -- - V E f - - - �' - - tQ - t - - - - - - - D r) - Q _ • - - - - - _ - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - jj _ - - m _ - -- - - - - - - - - - - - -- - - - + - - 4. I HORIZ. SCALE: 1 "=40' - -- - - - - _ - -- - - - - VERT. SCALE: 1 "=.4' -4+00 5+00 6+00 7+00 8+00 9+00 10+00 + 3+00 1 + 2 00 + 00 00 H IA R. 1+69.85 RANC ER D W CONSTRUCTION NOTES: 4+63.82 ALLEY I ya I � C � 1a--REMOVE EXISTING A.C. '� I W J� �"�,, Y . I 11 5 - CONSTRUCT 3' A.C. OVER 4' A.B. PER CITY SM.100-A + V I �, 4 15 3 CONSTRUCT 8 P.C.C. CURB W/24- GUTTER PER CITY STD. 104 g + ' O ( s a , 6?. 61, CONSTRUCT 6' THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 do DETAIL A SHT. 1 + <N ± 6 I Sys s�-CONSTRUCT P.C.C. SPANDREL do CROSS GUTTER PER CITY STD. 106-A < 10M < I s N @--CONSTRUCT 8' THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C �G 7o--CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W PER PLM!) ° a_ i .Q\ ° `l� G. Z o f I 10.8 8�--CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 ° 18 o- . g°�oa ^ a .\�3' f• 3• Z �� �� �� @ 9o--RELOCATE 10 REMOVE AND DISPOSE 59 s i o, 10 `'� ( s s / �� 14 I 2'8 15 26 9 11 RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, GROUND `� _ �O h o c�� �"' e �' /( 1 6?e 14 COVER AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. REINSTALL N I O Dk� A.I.NO: - 110 2 EXIST. GATE �� /� \ `�,9 ` 1 ,, x 13 _71 s :� BACKFILL PER S.C.E. 9 4 ro ROPE. AND BAC LL r. J 1 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL 0 E, o� i (INSTALL LIGHTS 5800 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.) 14 �' v J o ! ; U p m� 5 uQp- o \ 15 ADJUST TO GRADE � t G I� y / / r �+) L 1 � 5 3 . . SAWCUT 9 1 / � •S ,4 aloe � a2oe � 9 s d a � EXIST HOUSE ti /. s 15 MATCH EXISTING 1 0 3 1 I e � 0 -. � ,r+ I \ 9 � � W=17' / � t3 � 3 A.C. OVER I °�I s t! 00 16 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER CITY STD. 807 BEHIND R/W OR S/W AS NATIVE SOI 7 s6 FS W I ' o STA 7+39.8 INDICATED ON THE PLAN. MATCH UP WITH EXISTING. �' ~ ° v 4' �� I O 14 1 A INLET 16 JOIN TO MATCH P FROM DRNEW Y INCLUDING GATE � -� , �--REPLACE CHAIN LINK FENCE TO THE SECOND OST 20 ,•� ( !I � d � 0 4 9 Q/ 19 x EXI C.L. ENCE MATCH UP WITH EXISTING. 9 o - �/ r a, DETAIL B 18 RECONSTRUCT 6' HIGH BLOCK WALL PER CRY STD. 606 -- - / �� �-1 - �� I Z Y a W / i < � �,/� N / TAPER' END OF s , IL') r w 4+ W 12 STM 02 � 4 SCALE 1"-20' 19 REMOVE PORTION OF WALL NCE INTERFERING WITH PROPOSED IMPROVEMENTS / 1 ' I ^ o ET 2 i 1 x CUR ATO 0 �'1- / ° �. k a ti O� 3 STA B+9 .3 n 1 82e2 ' x I AND REPLACE END OF WALLFENCE TO ACCOMPLISH A FINISH LOOK. r d J' 15 I REPLACE WITH TUBULAR STEEL FENCE PER CITY STD. 608 BEHIND THE R/W (COLOR MATCH EXIST.) � u ®-- �� '< "� t1` ��- -STA 1+15.77 4 14 i 10 W-10' S C K1' X I W 4r. 6, 14 � � c� , 1 PR IN I � 2 PROTECT LACE � x t S I �- ADJUST EXIST. / o SHEET 2 � � i STA 18+59 ,0 �-CONSTRUCT 4' THICK P.C.C. WALKWAY (W PER PLAN) 15 I X60 15 I FENCE To HEw / j, - �` O J I I o 31�- PAINT 4 SOLID YELLOW PER CITY STD. 133 (L=1 DO) I �' u� 9 1i s 19 Z d, �-PAINT 12" SOLID WHITE LIMIT UNE AND STOP LEGEND ---t Req I Rey 10 I ,S 4 To 7 \3 \`rp /> - o �> vc 0 e� c►' 1 14 o O d 71 r I HT POST o 2 INSTALL STOP SIGN R-t 30 ON STREET lIG Me •j 13v> n a R t�• ! i 15 6d ds v > • INSTALL 15 GAL.-BOTTLE TREE BRACHYITON POPULNEUS PER CITY STD. SO2 0 505 DETAIL C � � vJ 2 INSTALL MEXICAN PALM TREE 24" BOX DETAIL A, J e ! / 18 0 > o SCALE 1"-20' SCALE 1"=20 �x B.C.R. / 1 + A 1 ,= 4 90 2Zo>6 y�yo/ y I o d. 13 I f+ o s Z c, I TYPE I MARK U PER CRY STD. 134 p- w v r 14 INSTALL E ERS BLE ( ) W 19 / U 1 �-CONSTRUCT 1 HIGH CURB PER CITE STD. 104 N U z 9 16 5 STA 7+76.4 vv Z - I d O d O Z O I ° �' �� v> U d c� O a S � v~ � O Q w p I t 21 1 �j PO��i� x _ 1 14 i % o w r r 1 7� r m �(� FO 4 J� a o s } y 32 �� 32 J w w r m O I 0 D 15 O `i v f O3 it ~Q * w s ' ! rs s o y Z 1 = w w Q W=12' v> P 3 z w w w � i / . ' > 1 Q J v> v> I i C, L , •s z s w w w w w _ w Q o w w w w r w i > STA 7+07.7 Z S O 6 w w w w � w � a w \ > W=12' I I a w o s s s a w a w e a a 9 ;� oc STA 4+08 /� 10 14 4 �xz c t 3 a` `ao o� 15 3 / cn 00 co co ac n oo / 5 W=12' v / 3 4 / > I I � O I � 14 / �+ 16 N I ° ! STA 6+42 Z DESCRIPTION OF REVISION DATE o + � A. �j �: �p 3 "-f-� �, LENGTH FORD SEE DETAIL A SHEET 1 Lu o _ c� o , J O NORTH D W SOUTH D E o � o`Cr s > J i s v� O O � 4O STATION L FT STATION L FT S 0 y J 8 d w Z 10 r STA 4+OS 2.5 STA 2+74 5.5 ti I � H c cAMONc�a 9 � C111 of RANCHO U � w •13 4 s � c9 a �> o Q � -- �' -^ i 3 r a- � e v t AI TA 3+21 9.5 � � � �- � _i L Z �i v> y � � STA 6+90.3 SEE DETAIL B S i < .r 2 v > 0 .I 17 O y�i v> O O \ - '� '�t� 2 i c-' 9 STA 7+39.8 SEE DETAIL B STA 3+77 7.5 -- - - --- -, ° ,� STA 5+54 Z�, �O d'o 6 STA 4+64.5 3.5 PLAN AND PROFILE 0+00 RANCHERIA DR. 15 `� -- - ate- �, - ° •, 15 %a_ �� m 21 STA 5+00 4.5 8+58,8 GROVE AVE. ' -W _ 4 = = g 1 \ 4 � r >. cs �, g b O � STA 5+54 4.5 RANCH DR. STREET IMPROVEMENTS �/fi E 1 - �� W=16' cY D v> y Oda \ STA 6+42 2.5 I 4 1 2 r- 9 14 4 STA 5+00 -> ) Z� acs `'y o-> db \ STA 7+07.7 3.5 0 - j 1 _ _ _.-- - 1 _ r '> a. v 'g e1 RECONSTRUCT STA 7+76.4 7.5 14 2 I 13 7 3 N •5 0 -o.• 6 - TILS_ _ 15 W=16 � "'>o '1'�� y„'p d. s�. STA 8+59 SEE MODIFY 5 - - a r_----- - -- • 00 ,3 STA 4+64.5 y s ` �� v"yZ, ��^ t% ,91 D DETAIL Cl M R AVENUE TO TAPIA VIA DRIVE ° 9 k t o Z �0 m, o e FROM GROVE Ii j�• �* N 14 � �s LEGEND APPROVED DATE: 5 `+ JJ 4 13 4 N ✓ p �� CURVE RETURN DATA 1 5 -c_.�.CCf,LG f. . L ( *✓ RCE: 24953 8 �, a� z16 0 13 13 rn t4 W=16' a cL p X09 9 9 CURVE 0 R LC T PRpFESS/0,�, CITY ENGINEER - 10 13 a Q p�5r, cam ' p 14 + 15 STA 3+21 _� W=24' r �' 1�1 �.__L__LJ REMOVE AND DISPOSE EXISTING A C. ,j � B.C.R. �- z 3 > 4 N r �. �� 3 a e1 13 89'50'00" 30' 47.04' 29.91' fir \ DEStGN PIAN PREPARED Br: REIOOIAIAEtIDED + w z < I 14 / 15 14 a 7g STA 3+7 �d 8 ® �� �� �.0 STA 8+10.97 G o c: _ a Y 29'06'20" 738.25' 375.02' 191.65' ~ ` o CITY OF RANCHO CUCAMONGA d z o Y 3 ,5 15 0 ti< ' > z )c 14 \ «y a > W 12 �p -' U � e d� ® NEW A.C. rj PK rn Q 4 15 p 3 v STA 2+74 •w Q w Q r S 3 O . 29.06'20" 756.25' 384.17'1196.32' No. 24953 10500 CIVIC CENTER DRIVE ``' Q a = N = w Z I s s �, w j 3 Cs x U',y W 3 f O �j N 1y1b3 © W !q RANCHO CUCAMONGA, CA 91730 SHEET I JOIN EXIST. w L a w I 1 U Q x x x ` _ �- � p o 119'08'40" 27' 56.15' 45.97' NEW P.C.C. Exp. 12-31-Ot Q"�s� L o s = 3 0 00 4 O r r �j J, `� C.L. 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STREET IMRROVEMENTS _ _ - - 59 . _. _ ,+- - _--- - -__ -__-___._ ___ . _ -� T --- -_ - - - - _ + _ .__ ` + k i 1! - t FROM GROVE AVENUE TO TAPIA VIA DRIVE _ I .. . — �� — ----r. -- sI — ---� APPROVED BY: ' DATE: __ . _ _—_— — - — CITY ENGINEER /;;�.� —t,�. [lri� , ��i� RCE: 24953 .—� ,---�— }--.—. r - _— — — . — . - - _. _ }+— — '''"'` _. ; LAN PREPAREC Bl:: 57 �. _ _ _--. - - _ . . _ . _�. _ - - _ 6 __- -----__ _ _ .-- - - _ - - _ . . . . . . ---- - __ - __-___ __- -. — — — _- -- _ _ - . CAMONG 1 � _ �� —� — PK CITY OF RANCHO CU A +--_r— 10500 CIVIC CENTER DRIVE ___ _ i �_ _ 4 �. DRAWN M — — RANCHO CUCAMONGA, CA 91730 -- — +..' +. - PK I4 _ rT -- 20 STA 3+50 20 40 km NO 1689 40 20 STA 0+50 20 40 HM/JD DATE LND LJ=27 WEST EAST R R y 4 59 DESCRIPTION OF REVISION DATE WY 40 20 STA 9+00 20 40 WEST REMOVE AND INSTALL EAST r CITY of RANCHO cuc��MONc� R L NEW FENCE BEHIND R/W R O . N RANCHERIA DR. STREET IMPROVEMENTS 61 FROM GROVE AVENUE TO TAPIA VIA DRIVE APPROVED 8Y: "% , DATE: CITY ENGINEER RCE: 24953 59 _ _. _ _~ _ ___ . r Desm P�Aly PREPARES e,: ,oar -- - - - - : - - — PK CITY OF RANCHO CUCAMONGA tYY SCALE DMYM RANCCHO CIVIC DCAIV91730 SHErr - ---T — - - HORIZONTAL 1"=10' ._ .. = VERTICAL: 1"=2' PK 4 of 4 CHECM IlLcm NO MAWMG NO. 40 20 STA 8+50 20 40 HM/JD WE FLE No 95-27 1689