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HomeMy WebLinkAbout637 f • ESTIMATE OF QUANTITIES /v'V..RIW so . ,PIN /TEM DESCR/PT/CN IOUAIVTITYUN/T REMARKS 80 I. EkCl7v01ior/ 2w,/64 C. Y. _, Irnp- J9,890 C.Y. • _ 3 n r f r (e4l L.F. 40 �t p Co c Cub ¢` Gu/ e 8 1, 130 � 4. Cor/C. Curb � Gutter Flo"C.f") 3,278 L•F 7-5 22' O.S /O.S Z2' 7.5 1 5 8" _ l0 (9" CO/7C. CU/"b Or>/ 1210 L.F. a-5, 5' 7 6" Cor>C. Curb 0/7/ 44 1 6. P. C.C. X-Gutter �' S a�dre/ >,493 S.F Q -9 LEVEL L/N Q 9 0 Z 0',9 C. Po�erner�t (off 5G5 S F. 15 I4I3 /2 // /O ?1v 427' cEs3' /0 001012 6(29//75 3 60C/7 Per 60 Co. Std. 206 � LEVEL L I L /> Cor>C Or"oir�cr e Gaffer Jlv [.F 8 2�0 2 -3l a�~ { 12 "U"- T e Neadwo// I Each Per 9.,6. Co. Std 209.4 I ......... o� iii 0 027 0.33 2"Io J3 24" C.S.F 614 Go') 295 L. 4 F4 YIJNG MANE LANE ) �� u Const 6"Curd-iowGuffer /4.�- /n0r,�wo Cu/vert I Eoch B. Co-S/O/No. /!a 15. 1?e1770Ve 00//0. Curb ` Duffer �8"J 144 4)C l � l /(o. Cone. .Orivewo A,00roaoh 2,392 S.F. V 7 (( Const 6"Curb Gufizer 1 17 3"x 8/wide 6,11"-711e Lot Or-arr� 200 L.F 04 1 2 3 4 S Co , per.S.B. Co. Std. No. /I6 f 18. Coro. ,6100,(' K/o//S '4 /,000 L.F HILLSIDE SHT. NO. Z ROAD T Y10 CAIm 06ECTION �♦4 �� "A �� ' SEE ) -- - -- FL PING MANE LANE SCALE W Traffic Index = 4. 12 V /e" GALV. 'STEEL ANGLE B%2•"x 31/2X SIDEWALK FINISH ---------------- :S• N 5, i"LIP - - SCALE • J " = 200' =�_-S OPE 1/4' 4 RA ' •� • '11 4$ARS iJ Co`OL.0 0 Q' -y .---COrVST TYPE'A »CATCH ifA?/.V d 6. TROW WL SMOOTW Q�R �, 1 rr-a9 PER 3.iJ. CO. 570. OOro c � � i l�°'1,� • � ,, , SECT/OIV f) - D I � 2' GENERA L l�/D TES FIN/sI/ ew-&AOE eovee CMA Q Z 1 121�.CTANGULAR , 1 J J 1 I _ t- FRAME 4�.COVERS Q ,' ; .'CURB FACE HINGE AT TOP .� Py1 \ F/LL n m Z\ - D� ' - ., .' �urrL��-- OF FRAME .,� 1 , ALL WORK SHALL BE DONE IN ACCORDANCE KITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE COUNTY OF ALIIAMBQA FOUNDRY EquA2273 oR SAN BERNARDINO . CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS . OP & PER. " 2 . STREET MARKERS PER SAN BERNARDINO COUNTY STD .' NO . 303 & 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION , V Ex rsr �Rarava 4 BA Rs w 4" • N R r'�=-a `NORTf/E*ZLYLAAA5,, 12° �• rr�¢'g/,Rg�• :e 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES WATER METERS VALVES� • M HY- DRANTS, ETC . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN TNF LIMITS OF THIS SUBDIVISION OR IN ADJACENT M N CONST. 24 CSP�14g.�.) , �', �� I XP �.' AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE DRAIN PIPE 1�k • � SAN BERNARDINO COUNTY ROAD DEPARTMENT . Q% 4 . THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS , PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION SECT/Q/V - /INLET WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL SECT/O/V C-C BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES . - ' a S . WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS , COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN do. % I I P' r- ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO, 128 AND RELATED SPECIFICATION .tu ; ` 0 �0� ��' b0CICONST. TYPE "4"CA TCH/3A 5/N 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE OO t.; i I� / F� -� �X=7J PER S.B. CO. 5r,0. 206 SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS ;. >J��� --7 -� f/=3.8s' 1 OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . ii ) N�� - ELY. /� LOT 6 f�iPOf'lLE 24" C.M. P. tia�J �OA�� �'� 7 . SHADING ON STREET PLANS INDICATES A .C . PAVEMENT TO BE INSTALLED . SCALE : /"=40"gnelz. ; / =/o vErzr LV(I / �' N9'2838"w 8 . A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR WU 5��P; Conr.ST. 24 C.s.FT�j4y ) CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY . j PER PRbF/LE � L EFT. S . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES . 10 . ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE V'LY. q�1v h�/t L PLAN GRADES . _- _ 11 . SUB-GRADE STAKES , DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR / '• • _ , CONST. u TY,�E �•!E/fDINALL PE.Q _ - - G ENGINEER . THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0 .01 FOOT OF ' -S B. G.O, S TO. 20.9 A�L=¢ j `Y=2 ds , 1 ti� i N SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL STAKES MAY BE NEEDED AT WARPED ' • . _ _ OR VERTICAL CURVE AREAS . SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING 4y0��, CF� OF SUB-GRADE BY INSPECTION PERSONNEL . yTA`95rD��L.r9 12 . ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO Ev D \ fl g PAVING . \ - 13 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL ' 1 \ SUB-GRADES SHALL BE PERFORMED AT NQ COS'" TO SA;; BFRNARDJNO C-)LINTY . h WRITTEN REP^RT WITH THESE COM- 3.O _ AN�Ho,a\ PACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMI:`:ISTRATION DiVISIQN OF TIIL. COUNTY ROAD DEPART- I Tf�� urb \. - -- - --,C. btENT FOR APPROVAL, F-10- 1.0 PLACEMENT OF BASE ',;A►FRI"SLS ANVZOR SUP.F•`1!-:L. 1 A 2616 Z W -14 . AT THE COMPLETION Cr PAVING , h MATERIAL REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE Q ¢mus �SRadii/s Trg/�s�f/on �rorr� 8" ` - SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY : I Q G �0• - ground Curb Re><u�n. 6~ _ Curb oNo co ' 8.49' 6'101" 10 (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES . Lurb Tia�si�.'o� .»•,� B STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING . �� 0.40% , � • '- Trd�s. �iv�►s � CT - o d'cF 9"�F i .9"cf bg h I TRA O� ,� 8-cF 1S . WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICII CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL 1 0 °� BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE TEE, SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . IF ASPHALT N/LLS/OE A'nA0 /Q 1 ( EJVLA�?CEL7 /�LA/V PARA IVAY CULVERT DETAIL CONCRETE IS TO BE PLACED DIRECTLY ON SUB-GRADE , A SOIL STERILANT REGISTERED BY THE E . P .A . FOR USc 04 scgLE .¢' UNDER A .C. P .C .C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL C y� N 5TREEr O.RA��1�-It..7rG _ - _ -. PAVEMENT WIDTH PRIOR TO PAVING . v SCALE' /"r 4' m i SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR I� k -k SHE eQMI'LI TION a ROUGtt �RAt}iNG;- A MATERIALS- R��aR. AND �if> PROPOSED STvCTu >�� s��TION-!sI�A �I= i Contractor agrees that he shall assume sole and complete responsibility -SUBMITTED -BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPART- i #ENT FOR REVIEW AND- EVALUATION .- -APPROVAL WILL BE GIVEN WHEN ALL -STRUCTURAL REQUIREMENTS HAVE' BE{ N I�� Q w.Lsav AVE/VUE '-7•' Q for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the 7. ESITMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE : .�P Contractor shall defend, indemnify and hold the Owner and the Engineer •harm- HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. A14Y ITEM OF WORK REQUIRED BY THESE PLANS WHICH f IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 - less from any and all liability, real or alleged, in connection with the per- formance of work on this Project, excepting for liability arising from the sole f negligence of the Owner or the Engineer. •.Const Sfq!'8"Curb � Transifio» ' m8�h �"furG, S.B. Ca. Std. //5. 12 ' 21-76 � r%�,�• ��,� R.C.E. NO. 7344 DATE V,rCI NI 7 1 MAR --- CON3J'CONE 54 A/°5 a I ----- 'N. 0. NO. FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPR 0vEA4EA1T PLANS ••r p••� k! e � U SCALE /"= 2' A5,50 IA 1 It �_NGINF 7" ,. _L1_ fR�iP�p2t^A( NC�f¢ I�-� -_1 t2.� ,� ROAD DEPARTMENT 7-,�ACT No, 93746 NOTE: FLYING MAW LAME 15'A'Azimr STREET THti ,u5 ROAD tv0. TYPICAL 5EGTION DIFFERS FRoMCOUNTY STANDARD 316 EAST 'E " STREET O_RO DE IGNEC BY DkIWN Bi CMECKEO s, AppROVED BY SECTION5 FC7R LOCAL STREET, NowEVER IMPRoveMEntTS ONTARIO,RIQ, CALIF 91764 _ - I/�DFX MAP GEIVERAL NOTES, F I L E NO, SUBMiTTEO BY • C D E w�_ T� SHALL CONFORM b COUNTY STD.SPECS. A5 NOTED p 714 " 9,86 " 5818 _ � -� � - ASST COUNTY E NGR ROADS DATE ESTIMATE DF QUANTI TIES "-!o-�•�� a PEI? PLANN. COMM. QEQM'tS. g • '•• - RECOMMENDED/APPROVE[ 61 l'T '- / .. ASST ROAD CONNISSfOHER-ENGR DATE COUNTY ENGINEER DATE ALTA LOA4A D/STEP/CT ' ^SHEET 1 Of 3 ! h;.� E 7144 pA`fE MARK REVISIONS APPR PATI i VZ W0 x � W - U to O 1� + � 0 � 040 �Ip Q; II1 W _ - O + � ao O to 0 O t9 y- d+ N O 111 p 1860 LEFT N a rN ,,.TOpdF CURB 22' LEFT OF \\ .NATURAL Gf:ZOUNb 40' LEF"(' OF N d 4� �N r +� d Nr p0 Nm 0� \ + M \ dui � 0 o� Ln 6 f ,: N 1860 �. p - - _ _ - — _ -- __ - ! 2 i , Sn V�. 1850 LEFT Q ,,`, - - - - - - - el/- - - - - - -- - -o.s.Q�e ,-FUTURE , GR,ADE oh - - - - - - -- - _— _ - + 0 j UJ t h!' '� i Q r i00 0 a r r of 3 \ h�% �/ ! O In Z 'Q l l5 ••EDGE OF EXIST PVT. �, co o rn o �, 0 O In + N Nr h aO � `� �' sntn G90o tn ♦ � � ^ m aLn N rN a n , ,3 , a' et N O + � rN r � N � X2,0 + om` - ,c r- 1n 0 0 o N 1860 RIGHT tNej 00 i N ` - - - - - _ __ _ _ � °� r �� ioln �°, � a � �� 1850 ... V rfa Ln ^ 10 �t 00 TOP OF EXIST PV1�: T' RIGHT Off v N r a v ems- fid- ap � N a� Q` S + ui till 11 — PROFILES 1 r SCALES: HORIZONTAL 1"=40' ` � + m O � VEFZTICAL 1•s4' V t7 N 1850 RIGHT Q .\ ,V� U F�- 1 \ N, Z N, Ot(v >Q�Y =0 24"C.M.P. N DRAIN PIPE t" WF (SSE SHT. 1) W S'ee Grading O/enr Fcnce or �, w o p t 15' sB� ru I IQ Wa// Defai/s w 0ouW cW N 1 � W w I �Qgu Q 1 Q -r = V Lu W w � � Q OC 0 W W dW ? 4 `���Q W �' W QN Q�cc V I 3Q' 12' Im W �-W F- Q }� J W �' W ►- �QU�� ' `� W ~ �!1 aE lU>- 4/ 0 1u o Q JO Q Q ��—_ Q z I r "tQa„ '�z �I n z oc W y� a o 3 0 wu�� N ` �i 3�., �k o �d�4 w� W (� J Ill c+ W }.J F-} (�S sem'• 1� ul y j T W� — m/ / �u�' o `f Q I } a W C LY W Q F- : K 1- ' flC tY W 3 v -� v N w 0 C? d a v W" I o 3 K 3+�Q '� = 1 °` U �-+, a, V` �- 0� � - - - - -- - - ------ - -`� -- -- 2D6RIOlETRAIIEpSEMENT --- ----L-- - - — a `, .. -- - ----- = -- - --- - -- �- - - -� b � � 11 � .,•,,s . 2 u C 66./ r6ATE 131.00' 149.00' a I (49.00' 131.00' 1113.00' 110.00' I Co ` \� o o a: � 45' V, c- \\ - - Con.�truct B"'AG.Di�tre W N 2 - - w.M. vl Existing Right of-way per Standard Dw•q No./I7 \'� Q - 5 iJ89°43'38"E _JOIN EXIST. PAVEM8t.11� O SO �a✓e Over er1Sb,7y as necessary H I L L S I D E OM.k. fo {arrr, o S1770OA, sZirface. •EXl3jlrlc pAv>=MEIYT--•' ROAD W p_ 0. NZ • � � 00 i J PLAN SCALE: 1"=40' F �6' Z • 's I' 3 5' � i CONSTRUCT' a "CONCRETE CURI-5 t GUTTER PER S.5. CO. 13TO. 115 P)ENCH MARK, CONC. NAIL IN P,5A5F- OF W 3' 6' 22 0 55' �5' = 2 CONSTRUCT O.ZO' A.C. PAVII�JG+ OVER COMPACTED NATIVE SOILS. SOUTHECRI-Y FtUJ�bLL GATE PILLAR, -79 Z "ARIES EXISTING PVT � � AVEI�IUE AT STA.CAST Or- THF— '13 3L. 'E E� � 862 gbALt7 3 2'MIN. FEATHER �Q 5L.VARiE5 I.62%TO 3.�7'�• `' " MEET EXISTING S 2 PAVEMEMT - :£ FIELD BOOK REF. COUNTY OF SAN BERNARDINO PLOT PLAN INDEX TYPrCAf✓ sE s _ _ 1MPROYEMENT PLANS CTION o P 0 1�•'y ROAD DEPARTMENT TRACT NO . °J 31 ROAD NO. HOFKII g €I _. � - Vr=RT 1"=l0' to H L`JI f�E ROA o - - - 1 ; DESIGNED 1Y D �cALEs. W P APPROVED BY VER`►' I s 4 STA. 1 +00 r0 STA. lO+ 13.92 a _t�t -- - -- --- ------ - LIMITS f DR " By N.C. W F? t Com, STA, 0+00 AT ARCH IP_SALO Q TRAFFIC INDEX = 5.5 Q I� CHECKED BY � I AVENUE EA5T TO 5TA. I0+13.92. �� S/. %%/%GC1/ RECOMMENDED BY /` (� MARK REVISIONS APPR DATE u TA= SHEET 2 of CHIEF D 1 ENGINEER --TOP OF NORTH CURIb OF LEFT LAWIS ttj - e>D a '�,u © v.c=ao.4o NATUPAL GROUND (FD NORTH P L. U '�° 4 N v N m -�� 2 - ~ m to o > V.C.=50 , 01 EXIST. 8"CURB\�J N\Q tv� r tj NO OLL fIJ V N in N 0. p N n N ora �;a v� o ho �, � u ,4 o N N N > N In -% �, o 28 2t a 2t m . � d �6 N m�9 cp m= 0 Op Q do W v t'1 p p d' + O °s"' p V.C.=31o.47' 44.13 4.37' 4.I'S' �, _ t� � ;- U 10 4 0 d ± r d N i a.. - : '� ti d p 10 18.2 ' Ig.2a` 22.0& 22.07' Q O v > O Cj + aD QO F.._. r/ w d Q N U tm U U U �t ' , UV N -N O 61 _ I` QC 41 cd li! to N a0 �' { . t I e B'le �� O N O 0 N ap d 20.48' 20.87 20.87' 20.BT !s8 2t.07 22.06 1890 LEFT � '�'3 4.> 1890 LEFT _ - �' !n 0. e 4 _Q O 5°7° sa N . ,� 1 N W N Q Z V.C.= 150' Q 0 ". KID = ox, + d sr 0 N � m a 0 do - •NATURAL GROUND OVER SOUTH �` �Z ,� 0 a0 ax, o`� Af v N� � , ± o+ m ed C ax, CURB OF LEFT LANE `� W4 pC °� 1 C 0 00 O 0 � � to tow�� Vvc.•.ao.4o - a '---TOP OF SOUTH CURL-) OF LEFT LANE KQ d + ,, �" - N � a Vc. .. lJ a s °o o goN i P� C B. V tQ a� t h 0 > to � N qw � � NOS, `QED In U � ExraT. 8 CurrB NOC rU- t±1 C r a0 N tri Q a tj U C.R.=31.42 f';� Om uvN �+ N N0 � � N -Z � � > � � � �ILI � � � a1 n � >k��D ej IT in go Q V C.= too, N �.'" N I 2 m U (3 e _ y _� - --p_ 9 f02% --TOP OF NORTH UR>3 OF RICNT LANE � w •� � � op � °� °� � > > � -y, and � i. V '�` t- n ti Ca VC.=65.01 ui 1896 r C.R. 31.42 NATURAL GROUND OVER NORTH CURD . p 0 0 ro°r' - � w 1890 LL _ OF RIGHT LANE t N a` ,: �� d - V v J O N �9 Q p N N QOi > V.C.=t 00' \ op �E9 a �h ^ •� �� ' 0 0 r O r4 'd U 0 Q r Q 0 s6. 0 a \ N O s ?o \ �\ et 5 _ d _ p 0 Q� `� N a0 �, V.C=32.49 \ , ax, + N + to 01 > ° �t It Q F,L.GUTT 2 to V d m Q to �(v `` 0 N ap V IA tt r Itf _ • 2) K vgo rT '� A. N 0 0. j 2 i8.23' 1$.24' \ W �.� m a0 a .. tfi 0 a0 � � > 0 � � v •w o'" g'�°� � V.C.=36.47' N 9�s - ^ t9 0� V C.=1`(S'' t` <fl N 0► 0 (It N 11\ d4 p, Aq� n + 0.40?o N CO Q O N N (3 r N ap N\ rvC qpm i 2g briiri m a0 map a? 00 to tt w �Q did 0 90 +0 �U + ' r N(i p0 N aD N v 1 00 In p N + v ( 00 a0 0 ?% IDENTICAL I8$0 RIGHT fi LL u0 m m m 13 '-TOP OF SOUTH CURS OF RIGHT' LAME. ; o m `� - pot►�T� 1880 RIGHT 1 u U m ao , u �°°u.0 0 . > NATURAL C-11ZOUND (a SOUTH P. L. -- , oQ a0 ax, 10 ti N m N r S cp 1(C.•S.00 W J 1 r to ` t- \ -\� J U r Q aJa a04 UZ TRANSITION FI2oM It:%13T. I.3" F.. _ V v }_ "C.F. To S"c.F. TRANSITION (FROM �U 8 C.F. TO r'o C.F Z� 0 w ffl NON- TYPICAL SECTION 80 •- -.. CONST. 8"CURB�C UTTE R - STD• 115 3. SOUTH CURB ONLY TRANSITION Sou-rH Cuma Y FROM 8 G.F. TO Go C.F. 0 I Z 3 4 b g 9 10 x ~ z CONST FENCES 1 1 1 �IIli W � 15 14 f3 12 a 9 y M IL a p ti O W UJI (I W ,i Q d N it V. Z (I �. IU 0,= Q' V Ci � ai b a U 4Z N toJ a 00 NJ ac 0 Mob It J A� p U r p � d � rq N N + q°w ' �, s 105.18 Q p inn )a'�1 ''u� II i0 d In+ } p A 9EE?�E�I'NO / N 96.tc00 aQ1 1� 1 ti0 I7 f6.77 6.C•R. I .��+ I AaR ENLARGEOPIAN to 15 �y, �3 111' 6'1,50' 41.11' 'h\' 2t pe G,D 92.74 T.C. 92.07 FL. , 1 or �,•'C�wN TRANS►T►ON r STREET,ORA/NAGE 111.66' 14 �G�P•�' - 28� JOIN Ext5Tiwc-, Cuab It 125.88 I 130.45 15.b! ,. to �+ �> a END REMOVAL OF EX15T- ;n gti9" \ 1R v N �Ey o c p�L. 23 _~ Z4 - li �'' q / r r o G `� P V a ~ 5- Iry d Q i 2 16+64.27 AR_CHt1b ap 9 o cG� c��Q� ,. �, 20 AL A - -- - sI ,; EUCAt-l,pTl�s 1 - 15 `� - i 0+07.60 1MPROVEMEAfT 5 t "�" ''' _ �~^cam -� _ a i -F LYI N 6 MANE L A IV E eb'LOF. I � _ -15 L A N� _ . ✓ _ _ f T �tc-�-� !�'' v a � p.t `�,.,i•-. - /'-t_h- ...•,. .✓•.,..:.. --�-...✓- .. r /a ��'S`� .. �,..-. _ .� •rti- e r, . o ,.•-�,r/o� ,-�c'�r�-r'�i�r r/�}•-r'a r'"7 i N� e� l l 12 J -,9 I I ,r I 18 ti+v� bO�v b� 16+54.77 D.C.R. � •� � 9 y � � 8 7.0 3 T.C.--- .3 _* \ 5 L. t, , 86 6 FL ,� a`a � N � � �c. � 9 � ,`�� �` �. 14.05' �� r• •� -� � ��@e' •� 27 , itis+'4.77 E.C.R. I a; CROWN LAG 6Q� v �" .�J . '`/ 3 6a.'15' 85.2084.53 F.L. -- -t �t • TRANSI T10N \ 1 T. o t ; j 43 �' Tc Q3i2, 4� 10-10 16+ 14.774-ACZr_HIPJAL0AVF I 1 4 125.10' 23.89' o ou ° v! 0+00 IMPF?OVEMENT -_-�' 2 J 1 J _ pQ�. �� ,� 3 73, 11�� " =FLY MANE LANE '�� A g 0: ( f an '��O' I of 0° ���° CONST. TYPE "A" CATCH t3A '4 6 0 3 8 0 n n p PE.R s.B. Co. STD- 2000 t O I; ?3'�S !Y Z Z ( �4 (SES PRC)F LF- FOR Co" TO NEXT TO CATCH BA51 NI� Q It t=Q v Q /� +�;� ' p TRANSIT d, x d � I do w - 0 WN v r • z (1 o s 3 u + \9 1 15+72-77 lb-CR. v �-/ 20 c��� p U u I m vp 0 ri 4 _ 79.55 TC. 78.88 FL -� 0 N I1,IAG� £N? JOIN EX 15T1 NG CURE Q , I o CONST. 2.5�CONC- ��\'Q a0 QOZ M1 F 0_1 1�1 OSA J Iq 92) � IQ(P DRAST 1 ) VEGIN REMOVAL OF BLACK WALL,, >. C� N N_ NO � U .I _E� �ROFtL� EX1e,T11Jd CURS 32 _j ` ( S 44' I c�c>y a,��� �� O w t] Q CI. ' 1 •a N N z ��. 1 18+20.27 AItCFitsaLD II A I 4\ w F 4 5 ` 1 BENCH MARKS CONC. NAIL IN EASE OF ` SOUTHERLY FZU01;5LE GATE PILLAR) 79 0+00 14ILLSIDE CONST FENCES � � ..1 EAST OF THE CENTF_ ZLINE OF ARCH195ALD _ �Se�Grat�ln9 .r�'arr' AVENUr AT STA. 1'05+•43. ELEV. � IS&Z.86 . CURVE DATA I CONSTRUCT G"CONC. CURD >r GUTTER PER s•�• CO. JT0. NO. IIG . HO'rE5: TREES WILL REMAIN WITHIN P5LANO PARKWAYS. NOTE : FLYING MANE LANE 15 A %vATE STREET. NO, A R T L NO. D R T L " REMOVE TREES THAT II-ITEF FERE. WITH CONSTRUCTION• THE TYPICAL SECTION DIFFER5 FROM COUNTY ° 1 Q 2 COt�15TRUCT0.20 A.C. PAVING OVER COMPACTED NATIVE SOILS. SEE SHEET NO. 1 FOR GENERAL NOTE5 OTHER INFORMATION. 5rANDARD 5ECTION5 FOR LOCAL STREET 1 40 00'00 20.00' 20.00' 31.42 15 30 O7 31' 232.52 51x,.106 122.26' O CONSTRUCT COtJC. CR055 -GUTTER PE KZ 5•b. CO. 570• NO. 119. , 12.6 _ -_ HOWEvoz IIHPRov�tE•N15 SHALL CDNF02M 2 33°06'09" 112.!x,5' --- 65.08' Ib Ib°47'81" - 206.25' 34.13' 1x,7.(05' - -- - --_ To CoumV STANDARD 5pec5. A5 Nomc) . 3 33'06'09" 127.65' -•- 73.75' 17 IC°47'31" 228.25' 37.77' 74.Bt0' ® CONSTRUCT 8"GONG. CURS ¢UTTER PER s.B. c©. --,Tr->. NO. IIS _ 4 33°00'09" 90.[5' 6237' 1$ I6°47'31" 249.25' 41.25' 81.75' r PER PLANN. COMM. rCEQM'TS. 5 33°0(,0'09" 149.65' 86.46' 19 18°47'31" 271.25' 44.89' 88.97' g`•1'I•Z'j to 12°25' 20" 108716 118.32' 255.71' 2D 104'00'00" 51.501 73.60' 104.37' 7 8°50' 12" 10[05.18' 1('x,4.28' 21 180000100" 10.'30' 32,99' t r 3 _ FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEx � 8 12°25'20" 1022.18' 111.24' 221.1x,2' 22 8°50'12" 1054•(08' 81.49' ICx,2.10/0' I E U fZ'11(' ROAD DEPARTMENT 9 8°5D'12" 1044.18' 1101.04' 23 2°4!0'1'f" 1054.!x,8' 25.'51' 51.00' g` E O ROAD N0. GT 0 . 1 Y - 1 ° DRAWN .r� W.p APPROVED BY FLYING MA1� LANE 10 0048'515" 1044.18 742 14.85 24 O 48 53' 1054,b8 7.50 15,00 ° r ° - II O 4t'� 53 ►065.18 7.57 15.15 25 30 O7 31 200.02 53.85 105.17 : , , LIMITS 12 30°0'1'31" IG7.32', 45.08' 88.08'--- 26 18°47'31" 238.15' 39.53' 78.3!' CHECKED/Y SATE' 13 s0°07'31' 159.132' 51.00' 99.65 27 77°48'10" 32.50' 2/0.23' 44.13' 1 /�J� Izzf_76 RECOMMENDED my STA. 0+00 AT ARCH19iALD AVE. 14 90°07'31" 210.92' 56.61x,' 110.69' 28 39°48'16" 52.50' 19.01' 36.47' /(, MARK REVISIONS APPR DATE COUNTY ENGINEER =A EAST TO 13TA. 8+89-50 SHEET 3 of .�- CHIEF D GN ENGINEER