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HomeMy WebLinkAboutRc St Improve Plans 845/1 Thru 847/2 845/1 845/2 845/2a 846/1 847/1 847/2$� 6 f� 8 �`7/� 8 4 7,�,2 �� ,�� 0'vk/I M hc- 1, eATH , �: / r�x'a, xa 'j'-aa�;�wd`,$x wau' � ��^'" � ' �p�'Lz :.:" i�+•�L-+ a +jjam� ��r Y" w `y."d �� } n„n,,wm,,,.sm«•,�^ � r w �S.r 7,A�ta ' �`, ;L„r„n aw"'�'.--..__. „�� �.,--- a1�,Kh #+, „ W .�""'""o"�,,,m,,.,�r,...�r - '-�--=�' �'��c�.ar+�r�v .. r. • �' .N� ,�m�.ur+ar.���w�-- _�+- �t _ ��� �-�---��� �„i `_...,ca+«,...m+r.a^a+•n,,..,,c,�.��.w«.r�+ww��rn:�.rw m.,v�+_-as L . l.. .�,. � �. - �: JY°'/11. IMP✓ .. T"'lr'�G%� ir ff �a t t.• � u �r \':-" +.. .....-__. 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N;4GG No, 8y;5 , 30 X EDUCED PLAIN'S 0 l 2 3 Iialltsy: 3 INCH ES ON OR IGIN ALPL.AN. pp 9, 1,3 the axed of the Restxoom :Building an' ten Feet auts3;de the-;,�.luif�, �� _. -- GRADTNG RATES it _�� �..-.,,_ -..... limitu, overexoavate to A depth of 'three feet below bottom fif 4nf %I�(J%%1 // 1 QLI/2 ME/tJ%`J. v 1 debt s from site. Strip sine of vegetation, foundations and (after approval) , place controlled. bac fOAJ r I << �- H �L1 /T �a ✓,�/ 1. Clear and Remove al i p relatV+F density and as shown on buildi:ig pla*s.. ✓NE°E ✓1/iG/ST Fc /Sfc?�10r14/G Y✓/i �%✓ 15r .T roots and surface trash. 0. The upper sib; inches of subgrade far irrts;:rior streets and pa king ��t �� THE /��Q r�✓/QE���- the 1 e f Burin p g i 2. Root grading shall be backfilled with controlled fill 4 sit / �G�/nlT W1 %N /1i /E ,/�: ! 7LtrA/J� !�/Gfa ,T : tN,4 f ✓1�A j site grading operation, areas shall be compacted to 90% relative ?Qn --y-, A %O f r ✓� ` w n _71-1E �r f� 7/Yti!G ✓acavr� */� t'� ki! 'V y MQ c�E 7 /,4/�✓ FI u4c 3, No fill shall be placed until r-2paration.of the or gina. ground 11. See .Street improvement Plan for Sery1 Street for grades i hi is a roofedpuo.i;_t,c Tight of way. Pp . ' ,� • ' � i11 ;=+ 7"KE Co✓,/Tiu'.c',; t=af-•' Y�/>r✓.� f nr''c,�7`/✓` i �,;°�,'C�.�O,F•-'C�Gf ?`qf>%S e^z•9,2, :'1/ii,4� 5 i4'.,, a existing Surface six ijlches, 13. No r4o�s greater than 8 in diameter may be placed in 4. i3efSsre placi.q any fill, sca. the _ - � ,: z/.�� G z� -4 z�z� E.tr�, � ,n,SlvY•/ ��'z.� water to near optimum moi%tu and recompact aS set forth horeln. - 13. A sufficient number .of compaction tests snail be taken during � .J,�,l.^`/ `' east construction_ of fills to show the work acceptable: AT LEAsT 7Wl� % � �/tlYS ��� rp i�/1/1> Sn✓e:, 5, Fill shall. be placed in controlled, compacted layers to At l ., . : e%GHT=Gf = 90% of the maximum laboratory density for the soil type used. 14, Grading for the tennis courts is to be done under thli contract. G. Excavation is estimated to be h ./lO cubic yards: 7. Compacted fill: 437/0 cubic yards. Iti � l•..,r� If li� 0 f 8. Grading sisall be done in accordance with Section 7014 of ti;e U,B.C., { N "Engineering Grading". y f1• b4 - --- > _ - - _- __ ._,____,---T--_---- -- _ -'.irk •�. _ .•_'. ••-__.-:� _._.... ._.+.:.__- _-_,may.._.. �_- ✓ac__"'�,'_T ,_ ✓'(-"•� �•�'�' "'�f�yr.et"�_"" / 7"�„ _�j^. I �, r 'r r-"'�.'. I „"_ �T.a r '7 r..�� � � �I �.il � � •y� tia� � r ��// � '!!.° r '4�:'f ,i '1.. /r / / ' h , ., �ta •/I � yry (�°� rr. 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Y'//.�//� ,/ .BG/GO/r>� coo--. j f 80 69 _ -. _ rl E. }302/�OGrtrIJ/V fC.E. 53a1Q DJJTE t � . 4 0 ✓ 78 -. - n /tr r 65 n- _ is T7 .._., I 1 l� !I PI'r Ri l __ 60 �t1G✓ ` _ 76 .,. .. 0�) / BENCN rt lyd(1/S , /n 8/.5.�a/� 63.25 j r ✓' Ii ./. 5E: c�arng,' cSgr-p'/ St. 4` ✓9 72' Soufh � /9 � ,� � ��'' I fi 75 P -- -- I y _ - ...Z /'EUSf BE> Y✓ 5 'css D�S4in /e p If ✓' rl Cv�b .?e% GAL tos/gird. �Z✓i �I r 10� ,,,✓ E✓.� t%�cL �, 0� y� CrE✓ <,:52 .702 .:.. � r, � rr w r' /�' 't �,vwb t'a�2T� yy { 79 y ' �� f'JT. l( . ,,/ 1:'" 05EPH E: 6(�r✓aOrM.or-r FT.C'.E. .9a �4 .+JAJ'E' •r �� ✓ __-_ _ ... .-.._ 5941'NE�/" 14 JOSr:PH E. ©ClNADIMAN ASSOGI!�,Ti=S ' 'C JL/�'�``/ l�/lr''E- ,9k25Ar�7r� ' 77 i 71A _... -- .... t � .✓ ✓ p L A N N 1 h G A la L! H 1 7 E C T U ri E' !`a 1 N: >n E R i NG �_- ✓ w! >rf LDS : : Y 4z " s r r. ✓ �,,,.'+.._. y- _. .,:._ : y� _. - - t�H7 KENOALL DAI`Y?E 9AN 9ERN4.RO1NC, CALIrORNIA t2dD:7 � lDi.44 ee.^.•t'2�t ,J'" t4 ld1Y�: 58 :k .5: ..R'is". eGzTvat%(tic2r 9" . - _. 7 _ 70- .� C� 8•C, L ✓� , /•. 2* C 'r (^ ,..0 TITLE ' ` . Q/ /' ,..-.: GJ.�.% /.9 "77 T/C�rY tlrz r/°+ - ---- riT sc�E I sl�� , 69 - _ _ • �-G7'/Oi`Y � w� ,r-,�� �*-•.moo �,. a>";rw,v air �� �cK�� »�r :. , j ; y4 :—,._.- � �/� VEIP•. 1 - u � " � �' ! / ',�j '�', �,..��t' f • •e..a..r�r',!�'.,_ a=,., YL:f a.".Y'._ SIG ✓, ._.—. _�— ... -e ,::.''R'". ..._'M,.k' - '•+: 1' iO� 9, emu. building (/f/�TE2 GRADING NOTES 9. In the area of the Restroom Building and ten feet outside the b g /�// %[����L./T/�- limits, overexcaVate to a depth of three i,:et below bottom of - C' L./F"CJ2/L1/,�1 �EQG�/l'EME/C.lTS,._ ��=- _ r •p• � p /� ` /d. �Q', o'' DRIVE approval) dace controlled backfill to 99 --"- �_N/r1` QL.1 Q LOIY'H Clear and Remove all debris from site. strip site of vegetation, foundations and (after._p .al), p / A � 1, lea _.-. .-��'s-J/Yl�-.�-••--- � �,I r cr c-..s/-'�iL7�n/G 11/�//�+.S'FE€'T ,_.-_ �..�,.._. _ _ '_' roots and surface trash. relative density and as shown on building plans. % ;4-4 ? W/-/5T 8E r' shall be backfilled with controlled fill during the 10. The upper Six inches of subgrade for interior streets and parfiing 2. Root cavities sha _ '/ ration. a_eas shall be compacted to 90% relative density, , A7 }'Y`�/- G?✓r1 f� rOkS/E.GT G� N7C7C _c !,'=/r'a�/ .. .:_ _ y site arada.ng operation. a. No fill shall be placed until preparation of the original ground 11. See Street Improvement Plan for Beryl Street for grades within �^ - � 9 4 _ is approved. public right of way. ` ♦ r 9 Sri/ r. . _ pp I r, P din fill. , Tf!E /7d '. f�/iLU' J !`IU fF7 ` / ,: Tl2C, 7 . r..G!! ✓S r ?2 r �E * � 2.KQ A. Before lacing any fill, scariry the existing surfaq:e six inches, 12. No rocks greater than 8 in diameter may b_ place- �A �_ y�l3 ' moisture and recap act as set forth herein. Z�S 2 E♦7 DNS/ ee �� 6/ water to near optimum m s p 13. A sufficient number of compaction tests shall be taken during A/ -1EA�7 �•f-y yt/G'�E?yt%� , ys f�21p2 "e2 /�%/�I%' �%!�/G fir`-1,G ,9t/G-^tij,� �/j" �t//� 1 q� = ' 5. Fill shall be placed is controlled, compacted layers to at ?east construction of fills to show the wok acceptable. jt//]y/,-% /7,L{E Xlal-17- 908 of the maximum laboratory aensity for the soil type used. 14. Grading for +fie tennis courts is to be done under this contract. fP 6. Excavation is estimated to be !!� yrc+ cubic yards. �C7%Uf Q s SL'�1GE / Q $ C Y J 7. Compacted fill e, 710 cubic yards. 11) N S. Grading shall be done in accordance with Section 7014 of the DB.C., pp N. "Engineering Grading"' l\• �' 6 n• Q If u j�y(�y�f� �d ��G r , 1s♦ P2 ea, D --- e'� --mac.--- C -, x__ _x x- h-x�-x x �t b - -- _ _ - ( - / -�--c- -- j.�-,�•:'_}' - -. r------� ��•� /- ,i'1` r- ,,./�- // / � �OE.�i�-'.� �1. ., t � ' ,r''�r f // -'/ � _.��'� e V (a ����� '/. '�- ,' / i / :.r' ,,/ ,/'/ // r /' ,/r /yam i / I' i ' ♦/ f / // /'� ✓ �� .._G tt�- ' / r ^i {/ CtEA/ �i �;^2 /'( .r. -. . /:>RA/,Nr i5 (, L. Afi ��' /T ' ' - --_- Q-./ 9. 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Iryl•1 0/-%„7/, IO_. /r�_ 4'L�)!�/✓2Q,7L�G 'G•�;r��1 74 Y • G 61 S / /, ' / Pvl1' �i,�� ✓' �D.5 �3 -r riiv«�-' l0/8 77 19ti h. ti ST. 60 ✓ f ( pSEPi/ E �7/YgOlhfAiY 4•C,E 534�4 GATE --- "urm- N 59 _. 5g./tPz. IPJ OSEPH ! . BONAOIMAN 6 ASSOCIATES, ['\!C. -> 77 Y✓ /'' 7it` /✓ L A N N 1 N G A R C H I T E C T U R E E N G 1 N E E R I N G ..a , -_ .. ..tea . C /TIO - 58 i 70 12p� KEFJOaLL. GpIV •g.A N: ©E ptJ4RO1N 0, CA.LC F"OP N1-a. 8::d07 C'7t41 U tl 211.70 A • ___ .- _-.....--- •TWOS Sl.hi 1: `-,i «, �•'^ i+;ti�• . ,: 1 - C}iLC ` eyZ J•sGO A. •. y { SHEtT I 75 ry, TlC7t�` /`1-r i 69 DRv air �NErn � by i -ZM0 fnB,'3f F.FL. SG`.j1G� \/�`•, .>/ u i : l..».�!"`1 /'' q.G.►/A�/° I' / i•+il.'° �CegLE 74-- 88 _ 9. ..., °.-.---mow �.- _ ..._ -, _ - N t.. 10 l r h . / • , L— , e . , y a. / ram' � • �Y4 j! CU.,;V6 'ATA E jI 47 2c°sz'a8a ZLv ✓�` Z�°ra'Srs' zoo I �G 1 ,� p2°.S;ir T5ii 2oa r ?,? /4' 4G" _ ZOO$ 20 .a3/2Bx 7r/o' J e °F7 v � , 3o X --- R Dt %'Fr PLANS I 0 r _L41-u� JAL L� 3 r-3 INCHES ON ORIGINAL,. PLAW 1 49 � �Y:F ., t �. .... a ,�. oa s ` • yam•' �'� 1 � �, � r } � ''� • �. � n' `\• - � '•fir 1• �� • ., • .�.s .� »; i1 � , .-0 - �.D? ,� fi '� n • !+ M :' b' T � . � i � _ _ .. r / 1 ^� .t ' �. . _ � a e _ e � . ` '... fP�'• � r �N. s !, ^. a , r a � _ d� � � � i. __ ... ' � •. .. ,. �, • ^ _ _ `. s 1 I X GENERAL NOTES 23 T` �L R/w R/w I Z4 25 2. W Z9 3/ 3z .3B g¢ ' LOT IcA �r za A -s Ty 1, All work shall be done in accordance with these plans, the City of - GO ­4�'�'�� E�1 �l �! 29 s,�, Rancho Cucamonga Standards and the Standard Specifications for Public 30' 90' ) �•- -� s S R s Q" Works Construction - current edition Contractor shall be familiars /g+ /6 with .and shall be responsible for adherance to these Standards and �i ty b� $Nr, 4 yp Specifications. _ ' /O� I S'S 6,5` /B p h U S7 .SG 55 5�f 53 49 o 2. All pipelines or substructures of any kind, telephone or power poles, 2�`iv n t)!' Q, water meters, valves, fire hydrants, etc. .shown or not shown on. thesek '�h , ,33' 0�44' "I lans within the right-of-wa limits or in adjacent areas where 5=Via/` I t.EVEL L/nIE _ _ M /� /G ae 63 44 e-0 44 i:7 4,F 69 70 ^/ %2 p 5t5 5_ ! s'2 improvement work is to be done shall be removed, relocated or protected g'1M. `� -_� "=-� + I I LE RAMI' R V 7/ �� O in place as required at no cost to the City of Rancho Cucamonga, " ���'�- `1 J �� _� 7L 1 ,-; -_ LU 43 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to rj = SO -6 'J �¢ /3' /Z // /O '� $ % i 3 1 existing facilities resulting directly or indirectly from his upera- 2 / I % 7B ?9 tions, whether or not such facilities are Fhown on these plans.* TYPICAL SECTION (N<i•y). I j i ALMOND STREET -= --- 1 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 1 r � SEE SNr /s �1? EQ[/EST,C'/fW ^ Department prior to any encroachment or construction within City of 1 ALMOND STREET � � 1 \ SEE SHT. /¢ foR E'✓%ESTR/ Rancho Cucamonga easement or right-of-way, Tp PL/?N 1 7X4/G Pl./yt/ rn/w R/w 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -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. 6. All sewer, water, electric, gas, phone or other utility laterals, O.S , mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction% trench backfill, com- pacting original grou;id and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the plac•rment of base materials and/or surfacing. ?If FOR LARAM/E O,F. ANO LAIPEDO INDEX MAP K OL CE S49EAlAl-K Qa LFT SIDE ONG Y_. . - SCALE:. 1"- 300" 4K 7K O E - O, 5 F ,$ ,¢ ALES ST.E'EE/ "q,t/O GorYfilS coa,2.- 8. At the completion of paving, a materials report shall be submitted to the City Engineer.. Lising all tests or determinations completed to verify stability oil content and Gradetton of asphalt Paving TYPICAL -SECTION (N.7-5-) qA Prior to installaCtcn Of any paving, a materials report shall be 60' STREET submitteu to the City Engineer, Listing ail tests or determinations © LARAMIL. DRIVE, LAREDO PLACE. completed to verify: sieve analysis and sand equivalent of REALES STREET (From BERYL STREET To STA. 1 D 61.32 & LO► IAS CO aggregate base. URT) q6 Paving shall be performed in accordance with R-Value and Paverrr_dt tests REALES STREET {Fr orn I -A ",EDO PLACE To DELPH IN PLACO taken to determine structural sections (prior to final plan approval) Go, _.� 301 gOs 4' 7.5' 9' 91 91 _9! 754 LEVE LINE ' 3 - 3 41 TRACT NO. 11626 L`.OBAGLE.G'© LAP-. AL,N/ONO�T. •20,-EF�^SJJTIsOCOAIil KEY MAP O mop /wo ,500 10 When improvements are to be placed on native soil which cons-..ts o. a RW RlW rocky material, the sub -grade shag; be pr3pared by removing all rocks C 6' which protrude above the sub -grade and all voids or depressions shall oe filled with a fine grade material of a quality better than the-nativ- matz-ial. // 22 r 22` 11. If the asphalt concrete is to be placed on sub -grade, a soils sterilant 0.5' 4' 6.5' //' 1+'r // //' 6.�a' ` 2--�-� ' registered by the E.P.A. for use under A.C. and P.C.C_ shall be uniformiy _ ' cpplied at the manufacturer's recommended rate for the full pavement 1 1 (LEVEL LINE I � +� R s9ERYL sTRE T� width prior to paving. 5-/¢d./, 0.21, 0,/O' 0:21 ` /4 '1' 4FA1,QEWALK GYJ GEpTsdoE OVLy- 12. Estimate of quantities is provided by the Engineer only for the con- ;: - �r Foe C'EgGESST,�EETA,UOL�EGP1/N venience of the developer, the contractor shall make his own deter- 3 PGAGE SiG�E/f/,gG.L oN e/h,%T SiOEONGy mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed 2 %T5.0 sE'=ro9 h in the estimate of quantities shall be considered as included in the TYPICAL SECTION (N•T5-) ' CONSTRUCTION NOTES AND QUANTITY ESTIMATE. other items of work. 66' STREET 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 ( BERYL STREET From LARAMIE Do' To REALES STREET).. la-'--CONST. 3" A.C../4„ A.B. - CONST. 8" CURB & GUTTER PER CITY STD. 303. /25.2ro2 10,201 SF L.F. shall be constructed at each intersection. DELPHIW PLACE, REAL.E5 STREET (From 'DEL,PHIN PLACE To BERYL STREET) (�CONST. SIDEWALKS AND RAN,PS PER CITY STD. 310. 19 340 S.F City does relieve the developer from responsibility �J -CONST.CUT & REMOVE EXIST. A. C. BERM. O5 -- CONST. CONC. CROSS GUTTER -ER 14. approval of plans not for the correction of error and omission discovered during construction. CITY STD. 30$, �- CONST, CONS, CROSS GUTTER CITY STD. 30$. 370 37fo SF. TER I�98! SrREMOVE Upon request the required plan revisions shall be promptly submitted to C.i\y for approval. R W R/W EXIST, 4' WIDE GUNTTE "V" DITCH. Ii'�TALL STREET TIGHT (5P00 LM) 40 5,q ,he Engineer . 37 EA. 15. neat, clean, hazard free, tstshall be i 70 9 CONST CONC. DRIVE APPROACH PER CITY STD. 305 x=5' W=PER PLAN ( 1 • 10 CONST. V 'V'GUTTER PER 4,G49 S,F. orite streets ' d exteriora 83' 37 DETAIL ON SHEET 1. �V L.F. orderly g shall be cleaned upon a request the inspector. /!' 22' 2-2 II, FEATHER 1.0' MIN. FOR SMOOTH JOIN. IZ CONST. LOCAL DEPRESSION PER CITY STD. 518- of 11 EA. REMOVE EXIST, BARRICADE. - L.F 16. Contact all Utility Companies as reauired. 48 hours Drior to excavation. Provided for convenience are the following: Qy. 4' �� -LEVEL LINE• 1¢ CONST. BARRICADE I ENL h'&; ,ET TEMPORARY PP.I-.MENT PER CITY SIDS. 404 & 4Q5: 15 - CONST. STREET NAME SIGN PEK STDS., 30 L.F. your CITY 401a & b AND 402. 1.5 EA. A. San Gabriel Valley Municipal Water District Mr_ Bob Stallings (213) 969-2718 _ _ __ _. _ ,_-� f RELOCATE PcWeR POLE ! 'EA. for Base Line Road construction '---- ''• ` STREET TREES /N ESTIMATE oNG r 345 E.q. B. General Telephone (800) 422-4132 for underground service 2 /6 Z C. Southern California Gas Company (714) 529-2889 T. T =50 It,_ 6 J 2191 E. Birch Street (714) 529-7070 TYPICAL SECTION Brea, CA 92621 STREET FOR STORM DRAIN QUANTITIES SEE SHEET 9 D. Cucamonga County Water D.srrict (714) 987-2591 BERYL STREET (From ALMOND STREE7'To LARAMIE DRIVE) 9641 .San Bernardino Road Rancho Cucamonga, CA 91730 FOR EQUESTRIAN TRAIL QUANTITIES SEE 'SHEET 13 E. Metropolitan Water District (7'.4) 593-7474 P.O. Box 54153 RIW Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 0.5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE O:nTAINED BY A SEARCH Or AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SBM,11' 0n THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIE` SHOWN AND ANY OTHER LINES OP STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THh tr,OTECTION 4n 20' 20' ' s=j•/, p, n C_t` 3 Z ' 2 T.S. =S.D 9=69 OF,: AND ANY DAMAGE .i0 THESE LINES OR STRUCTURES. TYPICAL SECTION (4•T5") SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 0 MO„JAVE ROAD 'T CONTRACTOR AGREES THAT "E SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIJNS URING THE COURSE JF CONSTRJCTION OF THIS PRO- ;NOTICE J.CT, INCLUDING SAFL•'TY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- CONTRACTOR SHALL VERIFY ALL MENT SHALL APPLY CONTINUOUSLY' AND NOT BE LIMITED TO NORMAL WORKING CONDITIONS AND DIMENSIONS HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE AND SHALL REPORT ALL DIS- OWNER AND THE ENGINEER 14ARMLESS FROM ANY AND ALL LIABILITY, REAL CREPANCIES TO THE ENGINEER OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON ;PHIS PRIOR TO THE COMMENCEMENT PROJECT,F,XCEPTING FOR LIABILITY AR SING FROM THE SOLE NEGLIGENCE OF WORK. OF THE OWNER OR THE ENGINEER, sox REDUCED PANS jJ�tLu T t 3 INCHES ON ORIGINAL PLAN 2' -V- GUTTER DETE+:'L J. N. C/3-772 ii 3o x REDUCED PLANS 0 1 2 3 kill 1 t t 1 1�1 f 3 INCHcS ON ORIGINAL PLAN p R L T EL 27�G01 42.22' 2G.81' O$. qO^00'OOn: 27.00' 42.4..1' /-7.00' V 21-IS'24 1092,00' 405.1.5' 20t 2' O. 23'4W23 1070.00' 443.341 224.90' 21 ° 23' In 1048,0o ` 391. AV 19'7.69'