Loading...
HomeMy WebLinkAbout529 33%, t .z t ESTIMATE OF OUAAMI TIES fX/Sf/ 1211 &o- LA'f8 1Nf3 CERTIFIES THAT IN SEPT 1974, I PREPARED THE PLANS OF DOMESTIC MATER SYSTEM THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE ITE'A/ DEWRIPTION (Aff &N/T RR(ARKS FOR TRACT NO. 8918 AND THEY MIT THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING rte_ AMERICAN WATER WORS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE 1 Clearin and Site Pre aration Lump Sum L.S. Incl. Misc. Removals Z/1Sf0// B~ +► OF MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER LAWS OF THE STATE OF CALIFORNIA, s Conne�fl to / MATER FOR DOMESTIC USE. F f/9'd gohg w1re _ 2 Excavation and Grading Lump Sum L.S. See Gradin Plan lo, %r18 W% f am oU f THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO THIS •TRACT , �. ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH 3 0.20 As haltic Concrete 61,545 S.F. SECTION 521 OF THE ABOVE NOTED STANDARDS. ' 4 4 0.21 ' Asphaltic Concrete 6 868 S F. SIGNED TITLE DATE Q 5 0.25' Asphaltic Concrete 16,802 S.F. Incl. Slope-pavingper Std. 305 Track Instal/ /2" x If/6~1�iC/� x Jer / 2�7¢ 6 0.33' Class 2.R. R W � FIRE PROTECTION SYSTEM'APPROVED: Aggregate Base 70 100 S:F. smooth steel casing=Jack unREGISTERED CIVIL ENGINEER NO. 21104 DATE 7 0.50' Class 2 Aggregate Base 15 700 S.F, Railroad Tracks � see .S ecio/ A992' 9 , _ �--� !�• � � 101A 1,-17'7- 8 P.0-C. Curb and Gutter (8" C,F ) 3, 198 L.F, Per Std. No. 115 Note 7 for Wafer Sysf m. ALTA LOMA FIRE DISTRIC FIRE CHIEF DATE 9 P•C C Curb and Gutter 12 CT. 1 359 L.F: Per Std. No. 115 .44 -- 10 P.C.0 Curb Only8" C:F. ) 186 L.F. Returns 11 P.0 C. Curb Only (12" C.F. ) 32 L.F: Return - Ins fa// cop 12 P.C.C. Curb Onl C.F. varies from 12" to 8" 3 L.F. Returns 13 P.C.C. ros u r S el 2 S.F Per td. Il _ /5 14 Std. No. , a I A5 9 13 15 3 ' High Max. Conc. Block Wall JA Lot See Gradin Plan s 1 oncre k 1 Instal/ Fins Exist9. fH, �ierr�ove Q.. ,, {� � etoi/ eer of R t and Salva a 12Stiaadmd &vrirada I Each Per Std. No. 30517 Hydra'nf Asst by- 18 9 - o -- StreetNam?, Signs 5 Each LA MESA ^ , _ OURT19_ 'B /7 SHE T 5 Ins al .V. Guide Mark with Reflector W -60R) 2 Each P d. . 304 20 Adjust M.H. to rade Each 1 Ad •ust C.0. to rade I Each - �n �- Rubble Curb removal and disposal 803 L.F. Base Line N/5 only) •g Ins to// Muer irfe 1 IJ. nSfo/ 2" Install Firs 23 A.0 Pavement Removal 175 S.F. Inters. Base Line 8 Ramona B/ow- ff Hydroas Asseinbl� N 24 4" P.C.C. Drive roach 7,500 S.F. Per Std. No. 128 / AsSe M /9 20 2/ 2 2 � , W /8 a g g 25 5' Concrete Block Retainin Wall 138 L.F. Lot 26, See Grading Plan D 52 '- " 0. let Misc. Fittin s Sum L.S. Per Det. "B", See Com LDevPlon Z ` �' Ioca e T le hone Poles 5 Each N.I.C. ., 8 iaa oa' sr ar ao' roe/' Q tLLJ 00, .64' i Q 5' i Insfa/! Flus Hyollvnt Assem b 27 26 25 24 23 g 3/ 00 7 An 30'0 .0 ' C 67r BENCH MARK ROBERDS COURT Wi 50 U.S.C.G.S. B.M. H-11, 1933 Brass Cap in P.C.C. Momonent tV o 28 S - - .� ,� at the Southeast Corner of Hermosa Avenue and Base Line. 6 � HEST � n vT �� l � , '-SEEN 1322. 14 ATIAN j • = 02,PSIr s• 4 �'6.zs � ` w Add 0.21' to Equal County Road Dept. Datum (Reference Ins t4// " Wca fer !ase 3 v=i a Plans). G E N E R A L I N tIT E S 5 B/oW Off,' Ins tall F/re ° 49 n '1. ALL WORK SHALL BE DONE tN ACCORDANCE WITH THESE PUNS .AND THE 1966 STANDARD SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. Hydrae Se?!b ti s I. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 803 A 303A SMALL BE CONSTRUCTED AT EACH INTERSECTION. Asse . b 30 2q 3/ 32 33 8. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. . CATER SYSTEM NDTES ' In O Fi � .� � B. Tilt RESPONSIBILITY OF ADJUSTING MANHOLE COVERS,- PAYING �EPAIR AND PAYING REPLACEMENT IN CONNECTION WITH sUBD1V131�ON SEWER AND s � r'C t� 98.92, e.so' � MATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. f ` Hydrvnf .4sse�» 0 4 t. Q THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE COCAWNGA S. WHEN CURB DEPRESSIONS ARE'PROYIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY � COUNTY WATER DISTRICT. ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. I Q t �► W � 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE FLUSHED AND DISINFECTED 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL-FAMILIARIZE HIMSELF WITH THE SITE AND SNAIL BE SOLELY RESPONSIBLE FOR I = Z 2� 38 - 37 36 35 34 H ~ PER A.W.W.A. STANDARDS, PRIOR TO USE. ANY DAMAGE TO EXISTING FACILITIES RESULTING-DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE r Q C SHOWN ON THESE PLANS. R S. THE STATIC WATER PRESSURE WHERE THIS SYSTEM CONNECTS TO EX. 12" WATER LINE (R.N. AND RAMONA) r nsta// I" Wafer' er'v%Ce /o%CO/� IS 105 P.S. I. 7. SHADING ON STREET PLANS INI1fCATES A.C. PAVEMENT TO BE INSTALLED. 4. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 310 AND 311 OF THE ROAD 3 44e, _ r g 47 DEPARTMENT STANDARD SPECIFICATIONS. 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACAMT OR CONSTRUCTION WITHIN t� a THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. ' S. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAVING. --- - DEPARTMENT OVAL A Y AND ESTIMATE OF QUANTITIES. g !. ROAD DE APPROVAL DOES NOT INCLUDE WATER SYSTEM I QU - < 8. ALL 6" AND 8" WATER LINES SHALL BE 12 GA. STEEL. ALL 12" WATER LINES SHALL BEI0 GA. STEEL. i 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. CORDON COURT SPECIAL NOTE 7. CONTRACTOR SHALL OBTAIN PERMIT FOR JACKED STEEL CASING FROM SOUTHERN PACIFIC TRANSPORTATION CO. 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION SHALL BE 3 Y 39 SHEET 3 �—" Inst 6 6-V MR. J. F. MCALLISTER TELEPHONE: 213-624-6161 EXT. 22286 BEFORE CMMENCING JACKING. TOP OF 12" ' E ET B THE CONTRACTOR .OR ENGINEER. THE STAKES SMALL DIA. - 3116" THICK SMOOTH PIPE CASING SHALL BE MINIMUM 3'-0" BELOWBOTTOM OF TRACK TIE AND HAVE B SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT .l 2 $ CONTINUOUS WELDED BUTT JOINTS. CASING SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR 46 SLOPE TOWARDS ONE END. CASING MAY BE INSTALLED BY THE JACKING OR BORING METHOD. ALL VOIDS TO PAYING TO PERMIT SPOT MM�ECIONG OF SUB-GRADE BY INSPECTION. PERSONNEL. AROUND THE CASING SHALL BE FILLED WITH GROUT OR SAND AND ENDS OF CASING SHALL BE SUITABLY PRO- AS, J 3 h� T� 6� sez v TECTED AGAINST THE ENTRANCE OF FOREIGN MATERIAL THAT MIGHT PREVENT READY REMOVAL OF THE WATER- 12. ALL BAS, SEWER AND WATER MAINS AND LATERALS SHALL 'BE CONSTRUCTED T'0 EACH INDIVIDUAL TAT, PRIOR TO PAYING. Instep/ �'' ir�fer //IC LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR METHOD OF JACKING THAT PREVENTS BENDING OR SPALLING Z.2S' 6'4' OF THE CASING. 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE3 SMALL BE Q 5' r/)Sta// 2" PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. COUNTY STANURD SPECIFICATIONS SECTION 19D• SHALL BE SUPERSEDED TO READ, BLOW- OPi� /WON TE 'THE RELATIVE COMPACTION OF THE LAYER 0.5 FEET TO 1.5 FEET BELOW THE GRADING PLANE SHALL BE 90 PERCENT IN LIEU OF THE ASS (7/ h m 95 PERCENT COMPACTION RE UIRED TO A MINIMUM OF 2.5 FEET BELOW FINISHED GRADE IN STATE STANDARD SPECIFICATION SECTION y �/ 42 43 44 � ' " VIS TQ S T. 19-5.03". A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF •¢jam THE COUNTY ROAD DEPARTMENT FOR APPROVAL, Install d"f/gd ' _. 14. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY Qate VO/vC r �nStO/ Fire Hydr of Assem !y-�, ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY. \ 1 , (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. . « _ ' ExiS in 4"H.P. aS ase S. - �+ (8) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. —---- _ Wo*r L ine �H E E T 3� , + hsto7/�S"{/ o'�7�rv1�-�/ve - - - -- —o - 2! _ 9 - -rnsfal/ 2" SPR is. REMOYaNGHALL ROCKSCONCRETE WHICH PROTRUDE NABOVENATIVE THESOIL SUBCRADE ANDCONSISTS VOIDS ORROCKY DEPRESSRONS, THE SHALLSBEGFILLED-SHALL WITNBA FINEPREPARED GRADED `O \ res tall /2 " / d ° I n s to// /Z" Wo ter L/ase � '� B/o w- 0{f' MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Ex./2"Di - e alve,Onssser - . - .. -- - - _ - - Assembly ' — ---- — — — --- —L I N E W 4�0� or egva! -- - -- - -- - - - -- - -Ex is fin g" Wafer• Line 9 Ex/s t 4/"S.6.YV-N!0. 9*L/ne Remove ex/s in,q /2" Dished Head and w,4 Llnsfa// /2"Y975r ! W Connect to &xls any TER SYSTEM AND INDEX M,4= O'{y Halve Dresser i /2" Wafer Lir7ls SCA L E: 1" a60' N9 450 or' eQvo/ • - - ESTI MA TE OF Ou"TI TIES o _ LEGEND TRA C7' SPECIAL NOTE FROM PRIVATE ENGINEER TO IT'S ACTOR /TEM DEWRIPTION QU44T/ UNIT REMARKS � W contractor agrees that he shall assume sole and cam;;Mete responsibility for jab sit�1' r' - - - - --- - -�- INDICATES STEEL, CEMENT LINED, 40 I.B. FELT WRAPPED PIPE. Z conditions during the course of construction of this Proje t, including safety of all personst 1 Water M i 7 _.—__ s/ TF INO.ICATES EXISTING MATER MAIN. and property; that this requirement shall apply continuouhy and not be limited to normal " Water Main -- 1451 L.F. working hours; and that the Contractor shall defend, indemnify and hold the Owner and, INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. the Fngineer harmless from any and all liability, real or alleged, in connection with the, Gil WAter Main l L.F.�— INDICATES FIRE HYDRANT ASSEMBLY. ° performance of wotk on this Project, excepting for liability arising from the sole negli 1 12" Fl 'd. 'fl . Valves 2 Each Includes Valve Box Assembl �._.._ INDICATES 'I" MATER SERVICE CONNECTION. BASE L/NE �— gence of the Owner or the Engineer. 5 8" Gate Valve 2 Each Includes Valve Box Ass embl 4 i V ICINI T Y MQ l� 6 6 Gate Valve 5 Each Includes Valve Box Assembl �� INDICATES 2" BLOW-OFF ASSEMBLY. I / ) ' 7 .S CA L E i -.50D - - to 7 Fire rant Assembly8 Each ; •RCE No. Z�LO� Service Connection 54 Each - 4 Each ASSOCIATED„ ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. ° N°` f rl 2 Each 316 EAST � STREET ROAD DEPARTMENT TRACT NO. 8918 ROAD NO. 0 Connection x in Main I1 Adjust Valve Boxes to Grade /7 Each ONTARIO, CAL.-IF,F., 9176 Det;on.a By aez AF"f3P.aYED 13Y t 714-986- 5818 Drawn B! A8I WATER SYSTEM, INDEX MAP, 73'79 12 Furnish and install 12" x 311611 thick ' S✓ CsaQ i. y �4 FILE NO. Ckocked 8 ASST. ROAD COMMIS ONER-ENGR. DATE GENERAL NOTES 81 QUANTITIES No•C' L. Steel Casing (Jack under R.R. Tracks) '�¢ Rw�sed q�ct.,t.ties iz. 1231-,4 Recommended By , ! r .J3 ' ,APPR DATE UN R -DAA- ALTA L O M A DISTRICT SHEET 1 vt 1 mov and Sal Ex. F.H. Assembl 1 a h R.CE 11 DATE MARK REVISIONS A ;, - - FT ,, t i I . e • - _ i - - i ;: - 1 , , ; 4 1 . F . i i i i 1 i i ! i i 4 Q t i i i i . I I i i i + 1 + i 1 � « i ! i 1 1 � ! ! _.. 1 1 4 1 1 k i i I I i , 1 { f 1 f F 0 a fi , i 1 i 1 f f � t 1 t r e 11 . 0 i y i r : ; i ; t i J 1 � , t J t ! r i , t i ' e : ; t 1 i i ' : i { jI . I} f I J 1 i { k 1 I I , r t i , e : i , } � i } , , , ; < 1 . t I I '{ s I i I i 1 i i k i I I i { i 1 1 i t { 1 , f j t i i k I t t f f r i - i { I { I i i 1 , 7 f I , L J i I 1 f f L 1 l A f I I i [ I 1 � 1 i i 1 , `i i I i I, , , 5 ! 1 , , i i , ! , I i t ! , , , 14 : , i : , I , , i r : : < r . i . J S { , } { I i , i < ! , , ; _ ♦ - I I - r I , s � , j F { i ` i ' I , : , . < , ; 1 1 1 t ! • 1 : t , I : i . i ! 1 « _ «- r < , r , 1 0 i J 'i ail x v V 1 I , L i `J I i I 1 1 i 1 Y' < : , r r J�. 1. , ,- j i , , tLi , , �r cP , t « - _.. _ _. __ _._ __ ._ _ _ __,__ __ __�__ _ _ _ - _ _ _L ___ _ _ .: ! ,_ -_ --- _ __.. __ _ T .. .a _ r A �. <<e _ ._ __a_�_ :. __-. ._ � /3317 .� , � � _ _ /31�ti, I i west Cv,, ; , , ;, i ,}:_: : � ; .. : , < � , rte _ t fi • . •� f `� T of x/s 0 o : : I , P ! I i V I - - i -Y , Wes/ n5 '1 v t C } i } A ! 3 , - '�'► _ - I t A , a t i tA� s 0 1 . w - I 3 n - Z• , : t , , : , , < , I ; ; ! , I ! f ; „ r , , : , t i , ! „ I . , . , , , , i « , . I ; ! „ ; . _ _. t - o I ♦ I 1 : t . _ __ , , : , 8 , , a < , , , . , , _ in I i - : - , , : 4 I < k ! ; , , r r a i i , 1 , , : . , , , t v i , X/ S C� U/�l! o. , J , B i � : 1 ; __ _ _ _ __ r f k L � � ,L�x�st�n , f � � � � -\ o _ < I i i : i • - a e < surface fc , < , ; a k , k , , 3 , 5 , . i , , _i , � «. , : , < t < t , : , I 1. f A - « 3 } 4 ;.� ! : ; 1 , i ! i , • CV : i ! , _ _..--__.. -.-__.-.._ ._..__._ ____. ., .,.�.�-.�<_i__..._.... _..._. .. ..�.,,.., .J- a L . _.s.. _ ;.- _ .- u. _ . .--i-.. 5 . . .._.tee._„i_.-- Y __....---.,.,Y..u.._1�. _.__ _.. _. - - Ial1 .� /350 r : , t : , 4 , , , < i - --, - _ . , . of I ti », < o �o 86 i r ss 6 . �. I , .P , + G d 't• 1 � - i f l� 6 } 1 4 6 0 t O �' Ea f 3 a � f , I 1 I i : , , , , , . . r r 1 i . I : 2 . 6�a t � e P ti < t /ire , t L '1 b a B v t e 2• __--y 7 a 'C f , OBJ f t 0 F i G t 1 A J V k t I a �• B ft e ti < r I 1 q 4 4 Y V - ♦ : , F « I t , "1 ; 1 a . I W O n W : , ! r < , i , , 1 ; k { D V I , , , , P • e p , 1 _ 5 - _,__ , s9' - . , , , xfsf�il 57117�Ce M o C . b a , . , , . i . . . , , , : F v �. , i ; a . < , i , 8 : , : ki 'M '� - . IQ% 'ti 4 ti to O h i 4. 1 i , : I , , , i , � � 3 _ -I3� M C M •. t Y , , - , , ! ! , , , ' - Of , i , , ; i . 4 < Top East C ray �o 0 , ! I N. O s 9 P 3 6 a V. 4. , I , T as �u O A } �, N I P . : '` i o m o -+•. I i 1 .. _. _ • « i I % t - i i , , { , _, sur'fr e _ _ 1 , 1 < , , , , L � E /n os R W , , , , , ; , , I - . J I , - < s - . 4 < T. .4 0 J t t , , , : - - 3 < . , : , , - `` t _ 3 - A t Y _ _ , ; , i < 5- ; , , i f / _ : - - . i 1 Y 1 t : J 3 i , , , < < , ! < < I , t < , , r 11 i : < , - , e i _ • - _ -� I i l e I : : ! I P : :I _ -. - : � - A I .« j i , R OR LEI, : I i 1 - , tp O , HC�R1Z , , r ! } F i < { i f , �. ; ; ; VERT I 4 SA N N tr1 C in•,. s - _. _. .._,.:.__..w .. - ._.... :,.. ..,._.. ____._ ; ._..-:.. _- 1. .. _ ;. . .._._. .. _.i.- , -_. - 1. ..�,. _� _ _.i � .. ._ 1 _ , _ ... - , � 00 ____ J------'' ___ I _L_ C4 g p0 0 `n m `n �' 2 3 4 5 6 7 8 9 `kj _ P ANaa `� o N h^ , I •4 4 4 4 '� O 4.A � � `, M SCALE 11=/In TV t kefurn .3 ' v P•I•- Y 3/.27` . - - d. - 11 s <: f <_ e g1. ! i •` \\1>f . ♦ Na - I I } a. P' �1' ^�9 . ; , - __ I I G 0 o° I P A g i Z fi �'� �'0 ti oP r . Ex/3fiirqq Coin ceS•D. \ - V \i t rood deer wNe H05222� q�y�oP ,; , 5 i � `� k - - _ _ (,,OeY' NQ 6'-5 00) - - - - - -on I \•lam_;'_ _ __ _ _ Exis' nq�L'.Zr3ici oI� �- \ x in fx is tiny P. C.C. Card (/0 9 and Gu fter-�- q 7 - 1 x A-move existing RA M D/VA A VENUE x� 1 `' A.C. Poveinenf f Exisf�n O 2/'A.C< ooveM&7 's _.�#//. }s N 0'20'07"W 48 . C.1 . Connstruct Pee Cross _ - _W-1- - _ '" co 9 Outfer per Std. N //9 - - - 66 Construct O.P/' Thickness A.0 Pavement on 0. 33' o s 2 ,Q.B. Ede of exisfin 0.2PA•C. Povolnenf (Buff- Line) �' A �Ex. Q.C. Dlke .. ; (Por f ian On/ ) � � 0h :, _ .�._ - r.P Con fruC P.C.C. Curb 412 o 60tfel- er D a o," A Orson , . rP 11 ¢ . . tY FN Ins tall 2 -Gvi e Mar, r5 y Q j To - -- - -- - _ - o¢ ------ - - .e. P - _ �-�- aw6o R pe s �V .� er r s / . L.� . Cons Romp _ �'- 1 ( L Construct 0.2/' fhl�-kness A.C. / 51.28 70.45 70.45 70.45 70.45' 70. 45 70. 45 70.45 70.45 70.45 0 70.8�f ®� . per std. N" 110-8 �, o a % � �$ Block Wo// h paveinenf and slope plovin9 I* i Cuae �'-Existing fe phone ,aok 4 mov we reloco* '. I� Ip ]FE-TURN (T iCo/ 0 5 o/ao 45/5' of iP rnax� Ave. J N -Concrete Bock h/a/1 g ' I 5` Q ' DATA yP 9 e 2.5 high, See Gradioy P/on . I Ii j ; Aseg*34'10' Z - 3 . 4 5 6 � 7 8 9 10 if I 6' L-.31. 27' I �a T-/9.85' t h � Yhries 6vm y i v� , • Q 75' to 0.0 No m . , r t . I I I I ..-Cult L Aie 2 Piz- Gtr Lime I I I J" 6If -Curb E ry Exisfrnq s1� ,A,/RW , See Sheet 3 E R/► __ _.'-,�"R Fbrerne�z mi. 1 + .t�:i , 3 11( _ �a -1s 33' s3' . - 6uffer line - 2' 2' l! - I AL 11 1.0' G O/7S�Uc/ 0.2/' �5' 4 ' 2' -on /O' S' 4' D.5' I N - A C lop V P oBnn11 L onstr. 0.33 bese C . - • Type MB„�9 moria/ Coss 2A.B. d t k�o 1It f�"R ' S�E C T/ON .4 --A, 11 �� Q , 'k. (° '$ �° .3lope j/4"per f f . . . • . . • . . `' `' ' !� Ex13b*n a2i' ��e�Q %ft ���cQ �.� ee Orao'in9 /an 0 *. , ., . , • j. ` .: ' L_ _j I A,C- Pov�.nenf \ "C.F• ill e .I o • I 11 r Fx/9tin� P.C.0 -tet_ - /2 for slopes I I- - _ Sidewo/k-- ._.-�_ ----y_"-:.d'_ _&.__' _ -� construct P. C.C. Sidewalk � 24" J - _ _ir-`'_` J --- I ---- f L "' per Std NQ'S. /09 d- /09a. A� a I , . Exst n9 Pee. Curd�i2 ____ --------- -t -----__ D E TA / L and Gulley - f ; Construct 0.2/ ' -� construct Pe Curb �/z IF) C URB 6 6 U T R D E TA/L ) q ' , A•C Pav ent- ]'� Et t Type �� and Gutter per De toil A"/ neon NOOCA L E G. X10 - . .-„aa 1 Ex/ tinlq 0. 33' Dose - , - / Material, Class ZA.B.--J� - Constrvct 0.33' Bois. FIELD SOOK REF, COUNT Y OF SAN BE RNARDINO IMPRdVE MENT PEAKS A' J NO i I N - Materia/, C/ass 2 �•e�� ASSOCIATE,D ENGINEERS , 316 EAST E STREET ROAD DEPARTMENT TRACT N0. 891 $ r ROAD NO. • TYp/C�lL SACT/ON- R�MO/1/� .4 V�NU� or�TAr�lo, cAl,_I F, �17s4 �e��Qnea By _ Aer _ <<j,. Y 714-g�6- 5E 18 �.o..� er _Ae..I- RAMONA AVENUE FIL NO . Stoles Hori 1p=10' Vert. 1"- 2' i y1���t(14 f• Checked By AG A!,'.7 R E_:C R-ENGR DR'E 73-77 1 - . 1 d ed pavemenf S A•B• thickne,sses -3/-74- Rvi -meno,tel sr � . q-Z�7¢ _ _ ALTA LOMA DISTRICT MARKS R17ViSIONS JAPP, I DI El _ _ , 'DATE $HEST __.2_ R 2 i I04 a�, -_�.,_ _ - -- _ _�--_. . _, _ �. F - --� 1 u _ . 73-79 � - :- .. - + . f _ _ . . . - . SEEN 11MM =0 es = �` SS =a=S S S S SSSSS:� e= S • _ - - , - - ======-__=== 5M ---;--__M_- - _ - IME . � are --__—_-- SS :: Sa=S:==•L, — --- — _ • EMMONS --- -- __ --_ —_-------__— -----_-- ----- —�y -------- — ----- _—_ — — ---- NO - - : •� S == SS SS SSSSSaSS===5:- SS ==se: -- _ momma •• -_ -_------__-�� _ -_ _, , �o ; __ _ NINON "A"if REM ___—� =— -- _ ,. SSS a ~ =0 _== ..,or ==--�_- _ , - .--, _ SSaas� � _S =MENEM MEOW MEN 011101 1 012 ------ -- -- ---- Mms I -- --- - �� M. W101.0 NOME EMEME MMEW.Wimm .M Mil INN " MZ Its. •,1\ '• •\• � � ____ aL a= � -- � __ I'a �1 . • I \ ♦ I a®ase==eSSee:�a= �� . . // 1 - __ � NOVA mmm�omm ESE � 5= moi.'"_ �a� � — -�—*i�� _____ ' � ��r �•L �i- , , � ___ , ,M o on = MMOM ffiUM MORE NONE on — __ MMMMMMMMM SSSaSS Sa=—___ —ate__ _ �� I __ • w ==M= Rm O � _EM_M_EM =EEE_ 0 E _1 L .' _ __ _ =OEM SSSmg "r sf.7 �_ : ��__ _�10.� ������ �;' �!; + '_ __ � �___--•_ , , � � ���._�� r _� Ell _ WOMEN!��� i _ _ � =� '-.1 �► a� momimmm �== — ------ � --=�- lam. _i-- a ` MEEmmi M 3 _SS�__ S e=SS � 0 aLSaSCCSCSO=BCGs �C__ ai:: � � r Elibi MMMMI — +i^'� � ® --;--------- E __��MEMIE.= 5MENEM IN MAW s� � • � �� - -----___-- ;..• , ;. y -- --- ---- -----._ l\ all MENEM== SaSS --==__Saae= Sa=::a= SS y,. �__ __ __ . —_ S ! - :� L1�.__SI________-aa i�.viatTiSaLa� _ Ci • i = __Sa-./ OME SSSS —a=oSaa SS S_SSNOME ' __ SME MI ' IMM a _SSSS = S Y S S=s=--r_M _ MS_ O E=_ s as5E _ ��SSS SOMME BEE_ MEE E MNM � – ' , ---����1- =•�. � L•. MaS � a=:� �'i _ as SI a= aaaa aCa=asa=a:Y•I - III oEgmi ..= M Ill --- NEMEN MOSm _ — --- Wfi,a'/ 1/1 /r%r '=sem 1114=01111=1 IMMIM ____ ME �IMMM =0 �m 111001 MEW. I UMEEZ so MV ME MEE ME IL SSaS a= a= S a= aeaa=aaaes : assess ===M=i / s / MEMO5aaSSa= :SSSS MSSM= 0 _ _ baa ea=aS aSS_SaS a SS S--_SS___SS_____ �NOM MEN NINON! MEESE= aS�_ 5_aaam_� 5 -- - ;I M SS=aa= = MEMEME Mllmoll ME BEE— ---- ------------ - momEm���� i Ml MEMO WMEN E ' M oS =Sasses —_ --------- - EMEM ME. ommommommossm MEOW. as 11 NINON r ......... Ole WEE WE ' of i 1 I / • . - I / • / • ra � I � .fir ` � • •• / ;y • / / /• - i .+/ ... �v LAZMWAI Ell •J. • / �� • • • D • • =M • , • , jl . / • . .• - _ .. -._-_ _ _.. ..._._. ___ - _. _ _ . - _...__ _ .. . . _ _ - - - - . ... - - - _ - _. � : � . � -. _. . • - . . - - - - , - - -- - 2 - -- } L_ - - - , - �_ - . l - -- - - - - --- _ -- - -- - - - - - - - - - -- - - __l _ _ -. - - _ - _ - - a - - -_ - - - - - - - - - - _ - - - _ - - - - - _ - - - : - - - - - a to� { i t - - - - - - - i- - - - - nN - O • h - -- - �1- _ -- - b � _ - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- } _. - -- - - - - -- - , -: - -: + + i - - - - - A - - -- _- - - -- -- -- - - - - --- - -- -- �i 1 - - - - -- -- _ _ - _ - - -__ i. - _-_ - - - - - _. - - - - - - - - - - I - L ti - - -- . - -- - - - - -- - - - - --. _. . - _ - - - - _._ _ - } - _ -- - --- - - -- - - - - -- -- - A �. + _ - -- k - - 1 _ _ - - # _ • + 1 1 ; $ # - - -1 - - a - - -- - _ - - -- - i : , y . -. _ -- { T r -- - - - - }- # '1� 11 - - - I - _ -� -- - _ ., _ _.. - -- - - -- -- : _Lj . - - --- - - - - - -- - -- - -. -- -�- - - - - - - - -- - if + -- - - - - -- --- - - - - - -_� - -- . _ - - - - ; - - - - - --� - --- - -- -- - I f N �. �} . - - -- - - - - i tS CS �E'9 . f - - t1y # _ Lilt: +- {i - - - - - --• -�-- - . - - - - - - - -t: - -_ - - I - - 4 _. _ - - - - . . , . . . . . . . , , r . . . . . . - - _ _ , . -_ -.. , - - - 4 _ _ . _ - . f �1 �1; - -- _ - _ - -- , - _ - - - } -- -- - _. - - - - - - - - , -- - - - - -- - _ -__ - - - - i + - - - - - - - m - - - - - - - --�-_ , ♦ - --- -- - - - - 1 - --- - - . - - -=,--:-_: _ _ : r - - - - __: _ - - - - - - - - - . - - Q i - - - - - _ __±=E___= -; - - - - - _ i - - - -- _ -+ - - t - = - -- + i # S e /� fd! :305 0'► -4 -} - - - - - - -- - - - - __ I -� - - __J -- - - - - i +- -: - --A - - - -- - - __ - - 6 1 I -- I -- _ - _ � a $ ; : - - -- -- -- - --- - - - -- - - - - _ - - - - - - - - - - - -- -- - - - - - - - -- - _ - - -- -- - - - �- -� - - - + _ - : - { -_ - , i j : : - j + _ - L - -._ __--_ _._._ .. - - - _- __ _. ___. - -_- _.. --- _.- _ _ _ _ _ _...-_ _- --.._._ _.-_ -.... _ __ __ - - __-. _-. -_ _ _O. _ - _ _ _ _-_ _-- _ _ -- _ _ - .. _ _- __ __ ._ _. _._. -_ .-_ - __ _. _ __. - -+_--4- 1. .. +---_�-- _ 1 - 1 1 - L L1- }_ _ - - + - -� - - -- -- - - $ - + ---- - _ _ _.-_ --__ --__+ - -_. -. . - .- - --�-- - - - ---. _- --__. - - - - _ _. - -- - - - : -- - -- - - - - - 1. - i - - - - -- :i - - - - �, , i Zi'4 . F - , ---- --- _. ....-.._..__�--. _ - -- ; -4 -� A : !rA , t - -=i - - - - i - -: +- - - - --t - - } : , - - -- -" -- - - - - - - _ 1 --- - - - -- $ - - - - h. O .� _� __ ; i - __ -- - f - - -a --- - - - - - _ - -- - : - -- - - - - - - - - -- - 1 + - - N - - - - - - - - - - - _ , ; _ - - , - - - - - - - - + + + : _--. M. - - - - - + i - -- - - --- - T _ - _ _ - - - - - it, } - l - --- - - - - - - - - - -, - - t i - _... -- . - - --- _. -- - - - I L.0 I -L A i 1- - i I i I _ _ . - -- - - - - -- - - - - -- -+ _-- - - - - - - -- - - - - O I - , , - - -- -x- .- - -. �1 t -- - - - + -- - - - - - -- L - i -- R� - - - - - _ - - - - - - -- ! - - - - -- - - - -� - i - -- ..__ - - - 1 _. _ - - - - - -+- -_ - <. g - - - ZA - I - - - t } - -{ OS - , -1 - - - + - - * - - - M - - -- - i - - - - fi-- �_ _+ - - -- . - - - - t . . . , } -- - - .. - - - ;- i + - -- - - - - - - _ .. _ _: - - -- - - - - N - 1 - - - - - - i - - - - - - - - -_ --- - - - -- - -- - - -- T - - - -- - -t-- - - - 3�/ - - -- - , - - - - - _ - - _ _ _ a - - - - - -- -1-- - _ - - - -- - - # 1 - - _i -_ _ - - -- - - - - -- - - - -� -t - __ -- t - - - - - - -- - -- -- - - - - - - - t - - : VPI .5 + - - - + rr W, _d- - - - - - - _ - - - - - - - *- - - 2 r _ _ -__ - , . _ -- -- - - - --- - - -- _ --�-- - - - - - - - - _ : -- -- - I - - - - - - - j - - -- - - _ - - - - __ -- -- -- - - -- - - - - l - - - - - - - - - - -. - + -- } - - - - - - - - - - - - - - - z --- _ - -- - -- - _+ -- _ - - olo ♦ - - - - - - - + i- + - - $ - - - - - - - - - N (V - - -- - - - - - - ' - _ - - - - - - t -- - - - - - -$ -- - _ _ - - - - - - - - - -- +- - -- __ - C +_ - -- - --- - - - - - - - I - + - - -- - - is �- - _ , • _ - -- - - - - - - - - ;_ i - -- - - -- - - i - -- - - - - - _ - - - - - -- - - - _ _ I :__. : _ - - - - - - - - -- - - - - - -- - - - - - . : - s. - + - - -1-- _i- - - - + --- ev + ._ - - - - - - - - - - _ - - - -- - - - . . ♦ • . . _ - ---I ;- , - - - _ o - - t - - - - - - - , . -- - 1 - - _+ -- - - - - - 1 - , , - _ - - - - . - -i - - - - - - - - - - - - $ - - - - - - - - - - - - -- - - - + - :_ • -- - - - _ - . - -- - - - _ _ } -+ - - - - - - _ - - - - - f- - - -- - -- - - - - - - -- - - -- - - y + + - -� - r - - - - - - - + - + +_ -- _- -- -- t + (�� s _ - - - _ - - - - 1 - -- - -+ - - . ; _ - __ , . , - - - - - - - - - - -_ _ _ -- - - - - - - - - - - - - - - tt r - - -- - - - + - i- - - - - - - - _t _ - - - - - .. -- - - - - - _ - -_ _ - -+ - - r -- - - , - - - - -- - - - -- - - _- - - - - i i_. - - _ + - - - _: - : __ _ - - -. - - - - -- - --- i - - - 1 - - - - - - -� - - - - _ _ _ - - -- _ . _ . -- - ---- - � - -- - - i_ 1 - - i - - -- - - - - - - -- -- - - _ - _ - - - - - -- -- - - _ - - _ - _ - - - - - 1 - - - - -- - ,- z - --+ - - -- - - + t + -� -- + - -- - - - - - - -- - - _, -- -- - --- - - --J-.._._.. _ - __ _ -- -- - -- -- ----- --- __ :. �. _ _ - - - - - - - a . - + - - - - - - - -- - -- - - - + . - - -. - 1 - + - - - - _ - _ - f_ - - - - __ ._ - - - -- - - +- - r - i +- -- -- - - - -- - -+- - - - - - - - - - - $ - 4 9 - - - - -�- - - - - - - ._ _ -_ __- --_- -_ ♦ - i - - - - _ _ - - _ - - --+ _+ , - - - _ - - - - - - -- -- - - - + - - -- J -- + - -- - - + - - 1y - - - - V. + - + - -- - - -- - - -- - - - _ __ - I- 4 - -- - K - --- -� - - - - - -- - - - -_;��_ --, __ - : - - -t - . __ _. __j_ __ -.._ ___ _- _.-.__ _. _ - -.- 1 _.._ ._._. _- _.- _- .- ...- .. _. - _. _ - _ _ _ - _. .._ ti i ��� o -_ -- _ _; _ f - _ _ . __ 3 4 5 s 8 9 t., : � . Z P ROF [ LE _ t � a a SCALES `C/�LE c VOR 12 I„ = 40 `�, V V Ir-� V VERT . I = 4' - ,. , P•1 y F ' - i 1, il.­-� , -------§ -_ - . P L A_ - I . . ' I SCALE I"=40 . , 2'Min. I • W18 GARB f,; ,+/.75' _#S. ETURN ET N i�• . ', WEST CUR A DATA% :1� 3'A.C. R7veTCnf R-201 R=20' RETUR/V URYE DA TA: As 90052'22* d•89'07',38" See Sheet 3 L•3/72' L=3/./l' See Sfieef 3 = l3.2' in. See Sheet 3 - � S F C TION A-�4 F. T=20.3/' See Sheef 3 R•20 d= /2 /2 24 C0179#Vc caneref� T• 19.70 I-11 5' RB �� I CURB r� +� CUR& , II , L= 28.65/ Ts 34 050' NO SCALE -ldesf �t/w Lina b/oc k wv 44 7' /B /8 7' CU/?8 �3 ETURN V>t 7 / I I RETURN C, 2 L RETURN M T=/7.41 A ' I O h 0.5' 1 .ft RETURN , pATA: nj 5 PA TA DAT �.k 4' Q ` . • ' ev/7 f/vet P. C.0 • 4' i�L 4, �s ATA= iR-20' R° 20 R 2D, , ,. ' .s f (n d5,0f �2 `� II I I%n Side wa/k per .Syb! h O ' Z H' tS C0 R=20' d =89'07'38" + s �` I d=90'52'22" a=89 07 38 + ° F- I fie} Consfrvef PC.C. • • . ppI `-- �LJ Ns'S. /09 cf /09d + s O' a°90°52'22" L=3/.Il' �� Cc ~ L=3/. 72' L=3/.ll' h * de alk per �' M,i, 6 6 ,* s/ w p ' I I .� II �. L=3/.72' T= /9.70' II I y T= ZO. 3/' T• /9. 70' ", I I -, Std NpS./09 �t79a `C : . : . . (� / h . \ �\ II I II /. z b . _ ��,p b , \� Ir, O ,, T• 20.31' , '��' �• � - 0 h '� 65.00 ---- -. . - -- -• • - -_ -- U U 1e EAL B4. 70 85.3 2 O B4. 70 B6. 3 2 O Ca'�sfrvef t»nsp ._I ; ,I '`S -- _ per Std• A0 //O �' Consf PC.C. sidewalk r Std. N°:S /09 /05a .. _ oast. PC.C. si ewo%F er _ __ S __ � /09a _ s5 2�. �` �► hereon awn,*7 : . ------ -- -- op \� Consf P.C.C. Car6 4 utter _ r SYW. Ng AS _ _ ^ m� ' t� - -- --- '� r 9 � � onstrvc f O 20 f'h�c•,Eness A.C. Acrvernenf � �` 11.49 � � - - . •• �, �°� q. ° , " e On . 3 Clo s 2 ) � Ix� } 9 •'� B+07. 90- End LR - *m 3"ftA 1 2 3 � N 0 4__ 39 W s �_ ___�4•W -- A° Cons f. Pee C. crass ��l _ '� _ _ . ._ _ - - s ' -_ ' p '\ Ad 'ast M•A! t rt�o� '� A d 'vs t M.N. to /-aoe Ad,jus f ,(1 N. fo rode D� -�`_ men ts, Beyii� tempo�ory A.C. pavemen f ' ' xfffi 9�tt�-per Std �Q//� �o Q`, h { 9 TEAK J 9 WAY 9 kti;`� �n A.C. Pa ve,-nen f per Std d NQ_x0 tih '' -- - --- - - - ---- fx• Z Alin I-) f . 0.5 Cons . P, C.C. Curb 6 qvf r per . N //5 l CD✓/st PC.C. S/o'ers�a/k_mer Sfi�: A/e'S /O9 c� /09a Construct rcr�rp L1J -- Curb X per Sfb! Nt rd , - LL Ens toll 6arricode soar I 5 .80 73-DO 73.00 73.00 73.00 73.00 73.00 73.00 54-93 36. 20 Sfd. NPS• 305 c+: 3P5a Gutfer, I Q 20 _r-- -Consfrvcf Concre block wall 2 � ��, Ad,jus f C.o. �, 9rarde .;�5z.•, MM .'� 25 i9 II C RB r Defai/ 'B' She t 3 o{ 5. 6 W a RETURN •F i Ab ,•. • , • � EL - 0� * Ate- K I/ vAS URBA• 9 CURVE DATA End Teak W O R 20 r r = _ , J I T ica/ Sectio YP 334- =7w---,,/-- 60 b d: 20°59'3 2" d■20°59'32" A•89.07'38" L=/03. 32 L /09. 92 Q E TA /L " a 36r 1124' L=3l.11'� ' _ ' T=19.70 45 46 47 46 49 so S/ 52 53 T-52.25' 71.55.58' - - 45.5' /V o SCALE W. RJB E ,90 � 5 30' W, . • 4. Seal e Gro dinc�` See Qnrdln,q Q5' 4' 7.5` l2.5' S.5' S.5' .5' 7 5' •�' Q6' P/on {or s/6yes Plan for slopes . I c arc• , I Sh eI 4" r #I .W Leve/ %n8 �¢QT, I --_ ft -057' - B'C -0.76' f.' S . Cons f• P. CC Sidewofk 2 D% m ° -� �Consf PC e. Sihpe wal k 1. . per SIV. Ns/0,94- 10919 I/ / LConsf- 0.20' Tyx "B"A•C. Pav'f per S,0 N2 /09 & /09a over 0.33' C/ass lI ,499. Dose I Cons f. P. C C Curb and � Cons f• PCT. Curb &xV duffer per 5/n! Ne //5 5vtfer per Std• N2//6 . _ TYPICAL SECTION- TEAK WAY . - S0016S Horif.-l"=10', Ver-f - 1" - 4' DWG. No 5 i • W. ci NO- 11 ASS" CiAI'LD ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS . . . N . . 316 EAST "E" STREET ROAD DEPARTMENT TRACT N0. 8918 ROAD NO. . ' ONTARIO, CALI F, 91764 Designed By A 01- Af�RovEo BY • I 11 4 1 Dawn B TEAK WAY 714-9£ 6- 5818 A/BI FILE N0. 11 4 - Checked By &5.7 ASST. ROAD COMM,ISSIONER-ENGk DATE 73-79 li lee 9Z�7� .4dded�avement&A.B. thickrvsses -31-74 Recommended By „ 4 ,4 ALTA LOMA DISTRICT • • V - R 'LE 2I10µ DATE MARK REVISIONS APPR DATE COUNTY ENGINEER DAT SHEET �_ of -5._ 7 i . . . - . - _ .- _ __-__'_.'.______7_1_ _ _-- -. _ _ _ _ __ _ _ _ -- - - - -- - -- --- -- .__'_____.._ -_ --- --- ---- -- - _ - - _ . - . . i - - - - - - - . : } - -- - -- - - - - t - - - - _ - - - , , _ _ - - -- - -- - - - - - - _ _ - - - _ _ . - - - - _ - - +t — .' - - - - - - - - -- - - - -- — - - - - -_ - _ -- — - , - - - - - - _ -- - - - -_ - - - - - �-- j - �- - :------ - - - -- - - - -- - - _ - — - - - -- -- __ - - - - - - - - - - - - - - - _: _ - - - _ -- - - - - - - --: - - -- - - -- -- - - - - - - - - - - _ - - - - -- - - - —- r -:: - - Yui'= f.3l 3 #�i'=: 2: - - _ - - -_ - - - _44-7-t- - - / 3 6' _ - - -- --- - - - -- - -- -- - - - - - - - - - -- - - - - -- -- - - s,B5 - - - - - - -- - - - - -- - - - - - -- - - - - -- -- - - - - - - -- --- _ - - - - - - - - - - - - - - - - - - - - -- :t - -- -- - _ - - - -- -- - - - - - -- _ - -- - - - - - - - - -- - -- _ - - - - - - - - -- - -- - -- -_ - - - -- - - - - - - -- -- - _ - - - - - -- -- -- -- - - - - - - - - ! _ - -- - - - - - - - - - - - - -- - -- -- - - - - -� - -- - - - - - - - - - -- - -- - _ - - - - - - - - -- - - - -- - - - - - t- _ _ __ . - - - -- - -_ -- - - - -- - - _ M - - - - - - -- - _ - - --4-A- - -- - - - - - - - - I -- _ - - - • i _ - i�l t -- - - -- - - - - ---: __ - - - - __-�- - - - - - - 4 - - - - _ _ _ _ _ _ -- - 4 : - - J + - -- - -- - - - - - j_ - - - - - - - -, - -- - - _ _ _ -_ ; vn - --_ - - Z a - - - - A - - - - -- - -, _ - - - - Y - -- -- _ - - - - - -� - I - II/ fJ : - - - - -- - - -- - _ -- - -- - I I - - _ - � - - - . - - - - - _ m - - -_ - --- - - - _ __ -- - - -- t . . - - - - - - -_ _ J � � t � r- - --+ - - - - - - - - - - - - - -- 3 - - - -- -- - - , - - jjj - - - p7 - : ___ �__ . } . . 3 - . _ - - -- - - _ _ j __ - - - - - _ -- --� - -" - - - - - - -- - - - - _ - - - - - - - - _ - I'll -_ - - , - - - -- -, - - - - - - - - - -+- - - - - - -- -- - - -- -- - . - , f - - - - _ - -- __ -__ _ -_. "- ---- - J -. - - __ - _. --- - -- -- -- ---- -- - ie -- - -- - - ---- - - --- -- _ _ _ - _ -- -- - - - -- - - - - f = - - - - - -- - - - - ---- - - - - - - - _ - -- - - - - - - _ - --- __ - - = -- - - - - - - - - - - - -- - -- - - - - - �P ! , : -- - - - - -- _ - -- -- _ - - - - - _ - - - - - - - - - - - - - - - _ - - -- - _ 49. 6 _ - - - - - - - - -- -1 $ . - . - - -- - - - -- _. -_ __ -- - -- - -- - -- - - -- - - - - - -- - - - - - --- - _ - - - - - - - - -- T -- - - - - -_ . _ - - --- # - - - - - - - - - - - _ - - -- - - - - _ - - J - _ - _: _ .-- -- --- - --- -- -- ----- - - - --- --- -- - _ _ - -- - - - - 4 - - -- -- -- -- - - - -- - -- - - - - - - - - - - - -- - _ -- - ♦- J i — r -_ - - - - - - - - .- -- _ -- - - -- - - - - - - - -- - - - f - -- - --- -- --- --_ - - --- - - -_ --- - - - - - - - - - - - _ --- _- - -- - _ - - - - - -- -- - - - -- - - -- - ; - - - - - - �- --- - - - - - _ _ tb M - N - - - V� - - - - - - - - - -- - -- - _ w - - - - ._ _ - ---- - - - - - _ - - _ _ _- _ _ _ - - - - - --- - -- - i - - - -- ___ - - � +n - _ �_ VPI 3. - �� - - _ - - - - - - - - - - -- __ _ _ _ - - -- - - - - -- - - -- -- - - - - - - - -- - _ - - + R i 't + 4 �' t 1 # - - -- - - -- - - - -- _ - - - i Iq i-..—1 _ _ _ _ _. - v. J _ _ R - - - a x � r ,r- i/ - -- -- - _ - a -- - - - - - -- -- -- - -- - _ _ _ _ , - - -- - - - - __ - - - - - - -_ - -- - -- -- - - -- -- - - - - - - - lz .. -_ - --. - _..-_ - __-- -_ _.. -._.: _.- _ J _.. _. -- _- __�-_.__ - --_ _._ __ - _ - - -_ _ - - .�� 1 - i pl. _. -- --_- -- -_ _.-i_-- ___ -.. _. __. _ _ _._ - _ - J 1 " -+ a } } tj _-� «_. _�.. d -�-_ -1 - .-.. —�- .-_ _-_ - - _ - - --_ - _- - - __ --. - _ _ -___ _ -_ - - - Tr _. - ._ --.._ - -- __- -- --. - _-__1 -_- -.-.- + - _ --- - - -_ - ._ - -- _.. - --_ -- -._ .._ ---- -- - ---. - . - - - --- __ - -. _- _._ __ - __ - --.__ --1-.__ . _ -+ - + __ - - - _ -- -- -- — - - - - -- - - - - _ - -- - - - - - - -- - - - -- - - - - - - - - - - - - -- - - - - _ _ - - -J - - - - - - -- -- -- - _ - - _ - - --- -- - - - - - - - - J � J j - - - - - -- - -- - - - - - - - -- - - - - - --- - - - --- - -- -- - - - _ _ -- - -- - -- - - - - . _ - . - - -+ - - - - - - -- - - -- - - - - - -- - - -- - - s.�3 1 J. - -- - - -- - - - - - - - - - -- - - - - - - - _ - : - -- - - -I-,------- _ -- - -- - - - - -- __ -- - - -- - -- -- - - J 01C - - -- - - - _ - /7 . - -- -_ - - - - -- - -- -- - --- - - -- __ - --- -- - - - r-= - - - - - - -- - - -- - - - -- -- - - --- - - - _ - _ - - - - - - - - - - : , - - - - - - - - - - : _ - - _ _�- - - - - _ ,4 - - - - -- - --; - - - - - - i - - - - i f.'s - - - - - - - -- - - -- - - _ --- - - - -- _ -- - - - _ _ - _ - - �_ _ 3 ,_ _ i -_.--- - - - - -- - - 4 - - — -- - — - - -- -- - - - - --- - r --- -- - - - - - - - - -- - - - - - - - - I - - - - - - - - - - -- - - 1 I -. -- - - - - - - - _ _ _ n' - . - -- -- - _ : _ - - - / C - - - - o - ,- EX/ Sllf �' d/ - - - - - - - - -- - - . - - - - --- - - - - - _ - - - - - - - - -- - - r - - - - - - - - - - - --- - a - -- - - nq - -- - _ - - - �. -- - - - - - - -- - - �U - - - • -- - - t - --- - - - - - __ -- - -- - - - -• - - - - - - - A � - _ - -- - - : + + - - -- + -- - _ , 4 _. -- -- --- --- -_._ --- -- --- -- --- --- - -- -- - -- - - -._- :.. - --- - _ _- --- --- - --- - -- -- - - -- ---- -- -. _ _ _. __.- - --- _ _ -. _.. _ __ -- _._ -- -- -- _ t _- --- -- __ .__ - .... -_.. _ - - -- r _-� % �' - - - -- - - - - - - - -- ' - i 4:5 . I 11111111 ' - - - - -- - --- -- - - - - - - -� - - - - - - _ -- - ♦ - _ i _ - #- - - - - ' -- __ - - - -- _. _ --- --- _ -- _.- -- - - - - - - - - - " f t - -+ +- -- - - - .- - - - -- - - - - - - - - ;- -+ _ + - - + + + - - - - - - - - - - -- _ . __ - -- - -- - -- -- -- + - - .- # a- __. - - - - - - - - -- - I - - - - - 1 -+ - - - -- -- - -- - --! - - + - -1- -- - - -- -_ - - - - -- -- - - �- - - - - - - - - - - , } } -t- t - - - - _ - - M --L - _ Jat �_ _ _'- - -- - -- - - ' - - -- -- - - -- - - }. __ - - - - + _ __ - - - - -- -- - _ _ -- -- -- -- - - - -- - -- --- - - L. - - L- -- -- -- - -- - - - - � - - - - - - -- - - - - - - -- - - - - -- - - -- - - - - - : - - -. __ _ _ _- ___ __. - _. . __.. __ _ _ __ a -.__ _ .. _ _. _.. - _ __ _ _ - - -.- .- ._ _ - .. -.- __ -__ _ _ _ ++ a 1 i + - .. .. - 4 __. - - -_ - -. _ -_...-. . _. .. __. .- ._�._ - - - _ .- _ _ - _. _ __ _. _ -._ __ _ - __- _ - _ __ _.t _. _ ,. J _ _ _ _-_ _. i __- - __ __ - --__ _. __-.. __. _ - _.._ _.._ -._.. _.. _- _--_. __ - --.- __. -._._. - __ _. __-_ ___ -..._ _ - - ++ -_ _ - - __ _. ___ -- --_ ___ __ FO __ - - __. _._ _. _. -. _. - __. - - _ __ _. .. __ :...._ - - _ ----_ - .__. __ ----. __ ---. -- ___ --_ - - -__ __-_ -_ __- - ___ .__ _ ..- .._ _ _ - - __ - - _ - _ _ _ .... _- _- - F. - a _+. j - ___. - _ + -.__- --- - - - -..-� _- _._ -_ -__ -_ _. __ - _.- - _ -i - - _ - .-..- _'+ , ♦ - - _.. -_ _.. --_. - - . , J , _ -. _. _ _ _. ._ _ _. _ - _ - - _- ___.. - _- ___ _.-- - -_ _- --- __ __- _ -_ _-._ _. _._ -. _ -- ___ - _ _ -- - - -- _._. -- _.. -- - "_ - - - --- - ._ _.._. ... ----_ _ __... .-_ - __ - _.._.- -- ___ -_- __ ... _- .. -. .. -_ - - -. _. .. - _ _ _ - _ - - -- _. - _ _ _ - - - - -_ - - - -. - 1- -.. 1- L ._. _.__ - _ - __ -. _.-- _ _. .-__ _.. -.- -..__. __.. - _ —_ _- - ._. - --- - i- I 4 3 2 1 0 4 3 2 1 0 . PROFIL_ . SCALES V ERHORIT I" = 4P It - - . i + , . 11I- .{ P L A . SCALE I"—40 . _ . /s • �J_ ' Y ' I • ` • roRrt/ cr/RB ts 12I �° so26 c�6 2 oaTA: 23 14 2 3 -62, o a 1 14 1 o, ,8, III >_ I � �V R ap � RETURN 4, /e' '�, �36°52'/2" I URe � L 9.90-50'/2" ` TA' „ / L 39.90 ETuRN Q In onstrve f .20 0 Thickness A. C. �' �5' / T= 20.s7' G'onsfrvc t o 20'tfliCk/�63 A. . a ra III �� > I I - 20.67 .n , G•82°05'4"'l- ,// I ! L, 9 pavement O..33'Class 2A•� 0 ► " 6 * Pave/nenf 0. 33 C/ass 2 46. 5 0 �T_ 28.6 r / � d 9i0 52 22 O l '� II Io /7.4/' ' II 0.4' ► o _�q- =31.72' 9.44 S 6.76 =20 3/' _t p ' �Consfivcf romp fruef 'ham iper Std. N�%%tI 0 '� er Std. Ne //O '\ 'ti o e IIuRVE Il Ad 'ust M.H. N onstruct P.C.C. Curb & D x ° R E � ��� Cons true t RCC C. Curb & 0` AT A� to•/ rade �� e a gvtr ,oer Stb! NQ //6 II I DAT k1 1 Adjust MN utter per Std. N4 //5 �9 9 N69 4 / W - � - M 9 9 28 R=38' to rode �,__� ° ' I Const P. C.0 Cm3s 17 d=253°44'24" hConsf PC.C. Crt1s5 " N B 54/7 W L=/6B.29' hA �a ((� A M'.. gut r per-S�b!N°//9 d= 253 44 24 0 _ gutter per SH. N! //! IM L L i/6.3. 29 ''� _ `1, (I I 1� - r - ---- ---- - - x I - - -- -- �t' _ TT QJ �I .z K' �&. I - C strum f rvm 2 3 - ;t, CURB p(\ o, 6.26' _ �) Const. P.C.C. side wa//r on P o � -TURN � � II d4 d' � per Std. S /09 a /09a Y per Std. NQ //O _I .' - _ Cons trvc P.C.C. sidbwo/k per DA TA: SII — 'o \_ - I p V I 11 Q II I . . 01IN cuRe std. N4S./ d /09a I II II Co trvef ramp uv IN WRe culla W % d-89°07'38" r Std. A/c /A7 CURVE DATA RE N I I I 11 LI J I) I O CURVE DAT DATA L - 31•//; R=62 "i J8 =62 , " T- /9.70' W I II * Y II 29 d 36°52'/2" R O v . I-- ^ - e 39'52 12 Q 30 r=Po.s7 31 32 3 3 L•39. 90 ' 20 �1 2 2 I II q 1--39-90'� d*89°07`.3B' '� 130 , T-P0.67' w II I L=3/.Il % ! / / 1 i. • en T-19.70' 4' I ' II = �- I I 05- 0.5' II �) { See Sheet 4 . R 3' 3# Rev See Sheet 4 . S' W-a / 7' ' /2.5' S' S' 'r 1�1 - 05, I 03, S' S/o - ••�'Q6DI/'L a �e ;�,D "' Slo ' . i r ff. 8"C.f 076 a57 . f .. —Cauls f P. C.C.Siat-or/k prr 'a� _ . { Consf ACC C• Side wa/k �_ -3.0% 'Z•0 °° —} Std. NQ /09 and /09e per S td NQ/09& /09 a--, Cons t 0,20' Type "B-A.C• Pbv'f � m over 0.33' Coss IZ Ayy. Bose Const P. C.C. Curb and . Const. RCC C• Curb and / hatter ,oer- .Sfo! NQ //5 Gutter per Std. NO//5�' • . I . T YP/CA L. SFC T/O/V . . LA MESA COURT . . _ ROBE RDS COURT . Scales = Hori 3.- 1" =10', Vert.- 1" „0, . . D Q. 5 ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0. No. s 316 EAST ��E�� STREET ROAD DEPARTMENT TRACT N0. 8918 ROAD N0. tv „� I ONTARIO, CALI F., 91764 8 Designed By ABI APPROVED BY . 1;r ,;•n ) 714-986- 5818 Drown By ABI %.,I L4, "l LA MESA COURT FILE N0. t '',ilt rl. Checked By ASST. ROAD COMMISSIO R-ENGR. DATE R 0 B E R DS 0 U RT 73 79 . XI. %Z7 74 Added avernenf &A.B. thleknesses � 3/74 Recommended By - : - . •. ;F� ;. - RCT I 4 DATE MARK REVISIONS APPR DATE ouN N N R ALTA LO MA DISTRICT SHEET � d �_ - . __