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HomeMy WebLinkAbout611 • I _ FUT. N.atw 88' s.Rtw GE N E R At NOTE 5 A4' ' STREET 12' 2' 32' 12' I. All work shall be done in accordance with these plans and the San Bernardino County FUTURE IMPROVEMENT5biandavde and 5 eclficatlons• 5"UT 3 SHT. Z 30'Ul S 1'S• p ILJ f- �; N v -- t 1 2. Street markers per San Bernardino County Std. No. 343 and 303-A shall be constructed a �, I at each intersection. us 1 �O s All �, � I f•- r pipe lines or 5ub5tructure5 of ong kind and Wephoneor povier poles , water meters, CAMERON STRI'.EI � !0 valves,hydrants etc. shown or not shown on thecae plans within the limits 0i this sub- division or in adjacent oreal5 where improvement work i5 to be done shalt be removed or relocated a5 required at no expense to the San Bernardino County Road DepQrtment• df I I LEVEL LINE 5=�t4" PER FT O. w W ? >: 4. Compaction tests of embankment construction, trench backfill , compacting original jground , and all Sub-grades shall be performed at no cost to San Bernardino County . ,ErT awritten report with these compaction ie5is Shall be submitted to the Contracts - �f Administration Division of the County Road Department for approval , prior to place- $l Ot`.ERBROOK �-- r STREET_ 1 a 8 I 3 �I I �I I I ( ment of base materials and (or surfacing. eel oil I ( SEVENTH STREET I I al I 1 + 5. The responsibility of 4djustinq manhole covers, poving repair, paving replacement in g connection with 5tibdivibion sewer and water line installations will be the re5ponsi- Rtw 60, RW bility of the owner , and Shall be accomplished in compliance with Courdy OTdinance5. 6. When curb depressions are provided for driveways, complete driveway construction will INDEX MAP T. I. 5 C H E D U L E ' 1 le' 12 be required in accordance with County Road Department Standard Drawing No . M and SCALE• I"= 200' 1.5 4' 1'2.5 5 5' 5.5' t�.5 4 1.5 STREET T. 1. relate specifications. 5EVENTH STREET 7.0 , R=55 7. A permit will be- required from the 5an Bernardino County Road Department prior to any CAMERON STREET 5.0, R= 51 DEERBROOK 51REEi 5.0, R= 51 Z encroachment or con5iruction within the Road Oepartme*s earaement5 or right5-of WQq- s KIRKWOOD AVENUE 5.0, R= 51 8. Adequate 5takeib shall be sei by Ahe engineer to enoble the contractor to can5iruct the LAYTON STREET 5.0, R= 51 work to the plan grades. HELM 5 AVENUE 4.5 Rt 47 5'X14"PER FT. S-Ola' PER H E Ll MAN AvENUE 6.o R= 55 Lt:vel_ LINE ' ' 9. Sub-grade stakes, driven to the pavement bub-grade elevationsshall be set b the con- � , y tractor or engineer. The Stakes %hall be set at ali hinge, edge of pavement and crown '' W ° • ` polnt5 within 0.01 foot of sub-grade elevation and at not more than 50 feet intervals . > a a Additional 5take5 may be needed at warped or vertical curve area5. 5ub-grade BtakeS TRffT 2 1 e t 2 Shall be in place prior to paving to permit spot checking of sub-grade by inspection KIRM0013 AVENUE ( FROM CAMERON ST. SOUTH ) personnel. LAYTON 5TRtF- CAMERON 5TREET 10. All 5ewer ,ga5 and water mains and laterals shall be construcied to each individual lot= �tw 50' a1w prior to paving. 6m O STREET COLO.F .SONO BEA.f1 CAO rk 25 z J II. "At the completion of paving ,o materials report shall be submitted to ihe. Contract 5 fngineer oe Y _ , ESM,T. , z le le E M'T. of the 5an bernardino County Road 'Department listing all ieM5 or determinations 2 w 6",►-d%r�E" "itws9o" p.5' 4' 12.5' S.5 12.5 4' 05 completed to verify" > z a �� I COLD,Q CO.vC. BLOC.r o R- value Sieve anal 5i5 and Sand equivalent of a re ate bases. y 4 99 9 s I b) Stability , oil content and sieve analysis of asphalt Surfacing . �/H/S/Y cSPA.OE VICINITY MAP " 2 Z Q. When Asphalt Concrete 15 placed on native 5011 which consists of a rocky material , the SCALE: I"- 2000' o a o sub-grode -shall be prepared by removing all rocks which protrude above the 5urade i+ sr�A,P coves- I and all voids or depres5ion5 shall be filled with a fine graded material of a quality le�# .0 B.4�P 5`'f4" R FT. g=+la• PER Ft . . better than the native material ." If asphalt concrete is to be laced directly on �..:::p,• LEVEL LINE :.:.::�.�°: P P y �P" subgrode, a soil ster0ont registered by the E. P. A. for use under A.C. and P.C.C. PiE.P t'a�rlyyG?US shall be uniformolly applied of the monufocturers recommended rote for the full pavement width prior to poving. C"Orf/cRY7f BLOC,r "ZZ An&"* M Z15 o 7.0% KIRKWOOD AVENUE (FROM CAMERON ST. NORTH) 13. (Note 13. Detente d) CONSTRUCTION NOTE5 HELMS AVENUE Q Con5iruct Curb and Gutter per Std. No. 115 t:xtST• H.RINv s RTW 60' 14 Bench Mark Data R. R. spike in west face of P. P. *977733E at northeast corner Q Construct sidewalk per Std. No. 109 Type "8" 36• ¢ 30' of Archibald Avenue and Sixth Street, Elevation 101.054. 3 Construct Sidewalk r Std. No. Ia9 T e "A„ IT 1 ' 1:5' t2' Son Bernardino County Bench Mork A - 155. O >� yp VARIES 4' •�1_5 Q Construct Cro55 Gutter per 5id. No. 119 ' 6' Q ConSiruci Wheel Chair Ramp per 5id. No. 110 v © Construct Barricade per Std. No. 305 REMOVE EXIST. PVM'T t- 0.10 -0,10 CAP TO S:'Ile Q Install 5treei Marker per Std. No. 303 and 303-a L� m ® for pavement and base requirements see improvement plans L� 9 Construct "Non -. l?efainin9 ' Concrefe' BlocV Wall Per 4efail hereo' n .- B I 2 Q. Const rucf Re6nin3 Concrete Blocewall Per defai+ on 5heef 2 DEERBROOK STREET I o Con5iruet 8" A5halt Concrete Dike per Std. Ro. 117 k - ` Ii Construcf 3' wi c x 6"�h-lck Gutter Per detail on ghee+ 2 . McCUTCHAN 81 ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. { - ---- --- -- -- - -T - - ----•-~ , 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT NO. 9314 1« Contractor agrees that he shall assume sole and complete responsibility for job PASADENA CALIF. (213) 681-2373 site conditions during the course of construction of this Project, including safety of all DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and - FILE N0. hold the Owner and the Engineer harmless from any and all liability, real or alleged, SUBMITTED BY C.D.E. ASST.COUNTY ENGR. ROADS DATE TITLE SHEET �Q. -� R.C.E. 9890 ADD T.i. SCHED• in connection with the performance of work on this Project, exceptin or liab it RECOMMENDED AP D BY arising from the sole negligence of the Owner or the Engineer. d A ADD Sr STRICT. S`MRON8 C, t1 s•z7 q.122)_ ... . .. r.. .. . ... ..: .� DEC. 3, i97G DATE � MARK REVISIONS APPR. DATE ASST.ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET of 6 I --O t I ii O i ^Q I S 0 } . i d • I v . S r ' 0 f ' r p NI S LOttl i t9 r Q N 0 �9 r N I r i0 Ot id � r O N t LU N - j ; S O O r. Q9i- L9 O _. O 3 rr Nj N r -r I $ LO _ ^ EX15T. WE-5T TOP Of N 19 .� '— �- ,� - _ v_., _____ 1015 • v f cel f O �9 .� � O cv9 � f� • V, LO o - I EX15T. (t GRADE to d Lao = N t ii L0 IL9 ( V co Ln _ t9 3 • 1 S t!D t �9 119 0 f r S d d ti.. u q Co r' .. o Cil Z p t- r,.►. r I u, _ l _ _ _ cam+ r �9 00 p r a N s r i r O s 1••- N . N i r d I I - o -4- OP _ - 1 r- .rte S $ _ TOP OF EAST CUR>3 ! ^ "�� N d r C9 I r t O - O � N r d o m .- - r + i _ . O tt r ai 8 - a �_ d y° co LID N v O Ln 00 r N _ p _ a9 v � l� tCID CD OLn �J ! - - _.._ __ t a_ u: _. a9 w: v u _ t s f o i I __ _ ` LID 43s i 1 g5 N° �- O "- _ _ " van a'-0 r- 5 - � S � b Ln V _. __ _ _. CD* _._. _ _ _ ___ 8 _ _ .. a —a `9 N N u s e�1 � p �" �' cd rte- r ,..� t_• = __ CID 4m �7 F v N t- - t r N N 4LP9 R=\•°J� �I $ or $ 40'V.C. -" o = r r g y �il �4 �q C" t c� c o v u E57. G OUt3Q E.RIW PI.= 68.43 _ - O _ r S R-1*Et'�N° �— 4 ' Nat i �9 dam' r' r- 106o g — PROFILE SCALE i �' `> i o ,� {{ t 1 t rco _ o C)l rn O p + HOR1Z. P 40' _ 'n E ERT I 411 8 o -� 31.G3' 3T.7u M i 1 V 4 on cur o O r d b n curb t co f _ -- - 8 9 10 11 12 1'5 14 15 16 Il 18 19 a� 32' l2' 11.50' 12.50' 13' 6.50' EX15t. PUM'T. 2'F EAn ER Y W Z �1 0i o ' 0.10�A-C.CAP 5_�le PER Ft• 9u j ° •• I �•r- I VAS"' � .• .•... '; REMOVE EXIST.WALL E JOIN PVM1. '= HELLMAN AVENUE 8 it I 3 g g g g $ g g S g S $ r r Cl! N r � Jv O ± N N t + t r + 'r go — .: V4- : �• � � � ���t� 1ASOA \I. �9°j� ��i ^ten, „�•�� EXIST.WAtI EXiSt.WALL s` '� ✓O/NTS SO O.C. e� �� 10 s -b §F ,l�Q1 lv �••, �N \V �~ � Fy in, �• �ALI `•Y F� y�Cy M `tn^ h' - '�Fy `tqty Q� •� �N ,fie • .��•�!a `ti�H ty `�'� fin" - `,�!' �N' ! �y - _ �h �y -- - G!/TTE.C� META/L !EXIST. WALL � '�� ...... REMOVE EXISTING WALL AND J01N PAVEMENT _ ^�'�"+"� �"'' EXIST. WALL NO SCfILE �• t &14 �`' SAW CUT4REMOVE EX1S7p o �t •�. .I P. DRIVEWAY t ` VP t8" ` ` b - - —- - `� EXIST. R1W ♦ �. - —..� ` ` �, ` ( + �_ --- _--- EXISTING WALL _ -------- — ,��' �uti• •S3 ti /PC•4P BLOC.!'AS.PEQ.O ^"v^� `` `f 10 ,\y^1�`° EXISTING PjW LINE r I Lw #S 4r'*_-S®/G OC �1iVSTALL 2 CLEARANfE/Y�ARLi EiPS .er4 B+ps0�� CONST. 2'HIGH WAIL PE 9TD. N0.301 rr� * v "I -- s r A `o' v .PER BTO. 904 - 'va'%4fs4 zQbc. (M4r..v SAME E« OC° r. .! ''.f� 4 °� y `' '� p'6' I AS ff 5 BA�/G) (N= 2' A15OVE F5. � O �� diary �� 11 r, �- o� a ,�� �. / m z ec o,u 1 1Z'C•f 3 Q 8 oe r !i0 L ,�o ,�. J CONST.,2 H1GH 1~IALL PER 5t0. N0. 301 a �r W Wr r;ws v g°•` u �� ^Al. �+ (H = 2 ABOVE F.S. • O �u ce W O t� W rY- U I W C11R9 L►NE �� O 1 W o g � 4 .,r W m � Y 8 r ,�0 9 to m I V I CURB ELEVATION m a to CO a c I a C@ a m m p� N U. o o r SEE pE7A/L a r o Q 1 •IE 9 'V d 1 d r r I I _ &n L ON SHT tcf • 8,8• c LL �t, xsdB��z� N E L l M A N AV E N U E — FuT. �► --- - ; cuRB RET. DATA I 32' 32' 12 CURB RET. DATA �• — °° ° e•90'311'25" 5' ao' 2' 0= 89° 23' 35" /�COMPACTPO f/LL /�"H��K ;p' CONSTRUCTION NOTES R=20' L-- 31.63 1.5' R=20' Is 31.40' a s T,20.21 • R'`� 1 Construct Curb and Gutter per detail hereon • Q P coNT'o. ON 5"1. 3 • • _a• a�.. Construct Sidewalk per Sid. No. 109 Type "A" SCALE 1"% 40' SEVENTH STREET Y 4 Construct Cro55 Gutter per Std. No. 119 A.F 41N/N6 WA1t SECT/orV r SCALE ,4 , O • : Construct Wheel Chair Ramp pec Std. No. 110 �. ® © CONSTRICT .25' THICK ASPHALT CONCRETE OVER .33' TNICK AGGREGATE BASE PAVEMENT. McCUTCHAN 81 ASSOCIATES , INC. FIELD BOOK REF. ctAsS Ma• CONCRETE a• Construct ReiGining ConCrete BIOCkWQ11 per detctil hCreon • 2100 E. FOOTHILL BLVD. COUNTY OF SAN BERNARDINO TRACT N0. 9314 W.0. NO PASADENA ,CALIF. (213) 681-2373 ROAD DEPARTMENT a Construct T MsphQli Concrete Me per Std. No. Ill ROAD NO. NOTE�CO1�5t. EX4AN51ON JOINTS PER SBO.N�' 115 � � it Con3truct 3Wi8e xs 'FhicIC Gutter- Per detcil hereon - DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN FILE N0. CURB ANO GUTTER OETAIL SUBMITTED BY C.D.E. ASST. COUNTY ENGR. ROADS DATE 1•�ELLMAN AVENUE t � R.C.E. 9890 ADD T.1• SCHM RECOMMEND D A VED BY 7 D ADD STREET STRU CT. SECTIONS C ►►.Is-�r1 �.�• 7 DEC. 3, /97G DATE � � SHEET 2 of MARK REVISIONS APPR. DATE ASST. ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE i i i I I i i s s qpr— e 31.'!0 oncub __---_ __. ._,.__--�-__. __._..�....�.... ..... . .. ... -� 4F FUT. WEST CURB I ac LO 4 La _ # I .,...�+� LA_ _ 1015 101 F) i Lo to j _._ - - - I m rc" 3 , } pgQ E — _ F{1T: � GRAD _ _ - - _ . _ _ r .. . . - . � s � s Lo { a , _ o { - dT _ . 1015 _ _ -_ _ =___ v t v t In l4 a) 4? N 0•j +� w+�+�►.�"��r" — �� _ vn } �f1 01,4 N��,.. r" . ...�.�.. - . } Ln LO Ex15t. 6ROUN D cA Z -r N tit o CR j _ . . -.._ LP Q — F �f1 ..- N N � I I - o V.C. - _ 0 0 40 P M.= T3.99 Tf*�R 6F EASI CURB -, _._ r t`+ N r--• r r -� s s . 1015 1 107540 - J\ ( Cr { I �, � IXISt. GROtJNB E� E.RiW � � � _ j N CJ . LU Cj I _ ! Lo 4 �+ -•—`.. �.__ _. _ d/4 �4 4 1/4 {{ �4 /q 4 • r , PROFILE SCALE • { 1 ) m + _ ._...: --• � _. _ __ r_ - __ . _ .,_. . ORI40' _ _. - H Z 1 40 _ t } I VERT. 1" =4' on curb on - - � i � r 31.63 • , t on curb j _ l t ' I I tj( ` # I 0 1 2 3 4 5 6 8 9 10 11 CONSTRUCTION NOTE5 CURB fACE Comirucl Curb and Gutter per Std. go. 115 ; Construct Sidewalk per Std. No. 109 Type "A" a Construct Cro55 Gutter per Std. No. 119 l j Fut CURB RET. DATA � � • 11.5 lZb' �• 09°23' 35' Conslruct Wheel Choir Ramp per 51d. No. 110 ," �LAiS/T/NG h �COiYC. BL.�.' 1v�9LL Rs20'TJ 1991.40' m ® CONSTRUCT .3' THICK ASPHALT CONCRETE OVER •5' THICK AGGREGATE BASE PAVEMENT. I LL Q Construct Non- Retaining Concrete Blockwall per _derail on shccf I �' moo' o�c. coLUiYIiV r 0 Construct Refainin9 Concrete BtlyckwW1 {yet- de+ail t3tt Sheet 2 6'vx 4,6" ",rv�o"CO�o,P BXBX/�" ~.vvfAO"COLo,P � F► � n GONG. BLOC. w/G�POUT Ta M•4TC.i� SPL/T F•4CE CO�vc. BLoc,� � to Construct 8 As half Concre`I•e D�Ke per Std. No. 117. -_ P P �t `XG:r/�"Gv'/VC BLaC,t'FD.P.t/ON-.PE'T�9/tet//N�3 `Y�9LL d1 ' o b kk DETAIL OF lyALL .givo OFFSET 5�1�El�ti,9L•� •�ti � c c``Tu 51't2E�T --- - LLJ L+ pp h 4 0 c 4� � 1�• I O 'lam! I � yall 4!P qC9' �~ V N to 17 J 5 wAw, E � Z Cj co ci ° � (oiABtaGt' Q w 10 I I 20 �� 21 31 g W ZOO" r X1,4 v . _ W cn Q p r QLdC.r WALL � O Lo CO I 4i — - � I � c -'-' c 30' 30 = CURB RET. DATA � CURB RET. DATA 12' I>3' IO' 12' CURB RET. DATA R 'R T, 25 � ` As 90' 03' 51" 4• 4• 11=89°1W 09" &.1 L' 31.63' � R= 20' Ls 31.44' R=20' l=31.39' R-WT=MOT 1.5 15' P 19.96 11.5 4„4, T=20.21' CONT'D. ON W. 5 32' 12' v 5' MCCUTCHAN B ASSOCIATES INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. No. 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT N0. 93 14 I a PASADENA , CALIF. (213) 681-2373 STREET IMPROVEMENT PLAN ROAD NO. U SCALE - I°=�FO� DESIGNED BY DRAWN BY CHECKED BY APPROVED BY CONTIO. ON SHT. 2 FILE No. SUBMITTED BY C.D.E. ASST. COUNTY ENGR. ROADS DATE T �REEZ R.C.E. 9890 ADD T.I. SCM. RECOMMENDED/APPR VE BY SEVEN H 5 li ADD STREET STRUCT. SECTIONS u•ts•_)1 �� y•y 7� Dec. 3, l97G DATE SHEET 3 of �O MARK REVISIONS APPR. DATE ASST. ROADCOMMISSIONER ENGR. DATE COUNTY ENGINEER DATE I - i L.4q 3U on cUrb P Of FUT.WESTCURB 0 a 0 1 E o e GR tw S E j4 4 4f/4 � cr q � - r z 0 1 - _ 1015 1 a roo 100 LTO� a` /[� XV f\1 11 x.41\L �/� u1 —A Y� rT 0� -41 Ln I i I fUT. q GQADE RQ E ! , X � D r I t ! i _ . _ Nto LID coO c9 d'1 —� pp CID _ pp. s9 } EXIST. GROUND �, m o N s49 vu �_ r to 5 . __ _ . io o .__ _ _ % _ Ln to -�-- tff N N r o � z r � k O N i til r N to tt1 t _ ► .il o I 1 r �. LID O # .r Ld s CID co c9 ` Ln _ - - _ - 0 O 3 _ TOP OF EAST CURB 1 TOP Of EXIST. SOUTH CURB r, r-- • _ r k9 d CD oe _ __ _ __ _ _ - a _ - ,� _ _ r _ _ _ Io15 _ 1_- _ __ t 60 _ __ _ s _ . s _ _ Ln _ _ F._ _ _ __ - µ._ ._ t opo Q '-�' •---- � rsl r tii ------ E e �� N eQ Qi � t til N N %9 Q _ x{S . N e E. _ _ - _. . E t 6ROU w - ,n _ - ._ D Ri _ ,n N N N �, a ,ci ai I o �+ - - LO s 0 t + Lo ! t �.. I 1 CID t PRO LE � ALE -_ J _ 4 ' - { 1"- f N I VERT. 1' = 4' i i i ! { t t 11 t2 13 10 9 8 l 6 5 4 3 (06. CURB RET. DATA A- 92'45 01" R-20' L• 32.38' T=20.98' 12' It3' i8' t2. d' 4' 1.6' 1.6' Uj m m SEVENTH STREET Z tn � �, 56 55 54 53 52 51 50 49 45 41tn cn REMOVE EXIST. PVM'T. 6 CAP 70 _ 3MOCTH CUZ I I II __ I N `tee ` o ,�,�. a EX151. IMPROVEMENT5 �_, PER s TR . 5454 REMOVE EXIST. BARRICADE EX1`5T. IMPROVEMENT5 PER TR. 9255 o I � 4- tn. CO Q �r � 7N 5T REST �, s OC '\�1• 2 Z DEERBROOK _ 1 o I `\ Ln d Ln YW in Y1 'o� � � IL to d Z d1 m T d)d � w (V o: QQ >- N c r ., �' r o c+ .0 ! c6_n W O J� ` Q1 'n �' rr � ti1 r Z � O O �� Ohm + mac► r tAs t $ 4-9 S vco ap I r t96 IT - .. � is � �►t" 5 5 r ��f I T' OC CONSTRUCTION NOTES .a '— SCNLE : i"= 40' - O{ Construct Curb and Gutter per Sid. %o. 116 M McCUTCHAN 8, ASSOCIATES INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. Q2 ConStruCt 5idewolk per Std. No. 109 Type B 2100 E. FOOTHILL BLVD. TRACT N 0. 9 314 Construct Sidewalk per Std. No. 109 Type "A" PASADENA , CALI F. (213 ) 681-2373 ROAD DEPARTMENT SCALE ., I"= 40� 6 Construct bmricode per 51d. No. 305 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. ® 08 CONSTRUCZ �' THK, AC.f .5' aB. OK 3 m'A ST.) .u. •SIX•1►C.� .33'TWK. A.B. 0h bultmodiX St. FI LE NO. "�� C SUBMITTED BY � C.D.E. ASST.COUNTY ENGR. ROADS DATE 'SEVENTH STREET Construct Nan- Retnlning Concrete Blockwall per detail ott -Sneer i R.C.E. 9890 ADD Ti. SCHM y RECOMMEND 0 P OVED BY ® Consiruct 5' AsphQI1 Concrete Dike per Std. No. 111 3, �9�c DATE ADD STREET STRUCT. SECTIONS ��.�s•�'1 E ' 4.4-�� DEERWROOK STREET MARK REVISIONS APPR. DATE ASST. ROAD COLAMISSIONWR ENGR. DATE COUNTY ENGINEER DATE SHEET 4 Of 6 i a I r 3t.44 on curb Oc j V j .Y.L i 1 Oc , s to _ { - on cb. pn cb. f.-- -_ _ F _ a _ _ _ __ _ �+ r r { EXIST, GR00ND a W. RIW CD N � �j C) 0 o s o I � y D (n 0 90' D � <t o T •+ on curb on curb r *- m tn E U-) o> o - _ _ _TOP 4E WEST CITKB art �., c� IV 5 I R --nn J v t- { r T V Is c9 V : 1 -�Cli -r W o o + 31.42' � ` t r �� 1i Ul V' } r I 00 1 � d J � on curb b 4 r " taC �g ~ Q`0.(pAQ�.dn� r 00 ti ear+ N v q Z u �- e f b a8 i 4/4 14 1/4 r + �-- c9 d �8 ` �+ v W _. c rte.-- - _ _ IQTO -- _ r _ t9 _ _ c9 `q sv Q - E7 t! �a v. w N O a0 c9 l_ d oc f Z of C" • + N s s"" TOP t3f WEST CURB -� + a �Q _ __ ._ . _ f v Gi " 4� o a; d oN . EXIST. 6R0111V0 W.'R f VIT S Gni tj d; a�,•' N f d o Z d � � .- _ •-'" d � %9 ► t. ,d dl9 L0 EX15T. M%0 e &N = _ r q oo II" • . I ►Or= O O~f r► CO L0 U9 _ - , 1 _ _ _ 1075 _ I 1 t�1 O 0 N �91109 O Z i� - c9 a9 Q1 O - _ - _ _ C-9 o v I dl S V N Q OLn 0 I _ • �y cD 1 _� N _ t GLADE N > a'• o ., "'" 0 t9 � co o 0 0 - , - _ R "� 60'V.C. I _ „ Q z u� v rn a 1� 1 r n o40 v P.1 o N _ E to d) CIO C9 rte- Cn QVc Qj > 41 w o+O Q1 o I� t') r. �� ' I p 10 8 _ • - _ EXIST 0UN0 N c9 �9 GR � � ►� , V•C• € _ o V 1���'3�° m di v ry �� % `r9 t` r`9-- r d -tin of EXIST. GROUTA0 a E.RhN P.I.= G2.19 _ iq �9 si ,t:i x..-S 9 5o'v.c. �- Of g - t 1065 N m _ a 10'T 5 0 .1 i o� «� 0 36.50' r ci o o �' t r PI,= Go.lb �--� � ,, '- v _ TOP OF EAST CURB •a m r c9 y �-y tcs N >n a0 Ql N �, _ , - . N r t=r" N O _ t" Q - _ . - , V - 0) m °0 0 _ t?1 t -r } N 2 T `y `q t9 t9 �9 t9 c�' - t �1 ��bb + W ! fillo N _ a - - ..a- - i 0 0 1 o a 0 RYO p't. o o F __r.,- t O> rr = °oT& 4 4 �d Y4 0 o g L 4o'v c 0.6d(W _ 4 _ _� ��4 'l4- �4 �4 Iz 4�d gQ � � � cn c `r' u' � ,. ? - �•� �, P.1.•66.55 r��---_ f i 1 of 0 C>1 �� c9ki 1050 _ _ _ ___- -_ _ - _. M >n 070 _ _ __.__ __ 3 __._ 1___ _ _ ______ _ I o� ' } � � n J•�� « � v N � � _=":- _ ___ __ _ _. . .__ . ___-. N Q1 41 c v 41 �: f� LLi J u i o - `�:. f v cs _ r ^ .•• n } / EXIST. T 3 } o o� .� �ci �t W�- - •' N XIS . ROUND� E.R1W n curb An �t _ _ , _ -r _ ._ _ ___ __ .. . IID ; . _. _ . ' cs tY ,� a �� t.. V t _ CA �, Lj o T6P OF EAST CURB 1St & i i F Ll i { r X51.65 35.42 N N3\° a/4 °/4 ° a `. 14 /4 a�4 �4 '- `st s A OCA ! _ - I 0 6 O 00 0 on curb on wrb _ N 0 R N oc rn r sfl N f W _ _ M L9 U } Oc �V � d 36.23' � uw cs to o» u d ti r ri PROFILE SCALE j - - z on curb I I 0 o 39.90 8Q.i5 - ORIZ. V = 40' i on curb on curb i R . � V E T 1" 4' s 1.42' : 3 , I ! o 0 0 - } on curb 1050t _ - _ - - - _ I } 6 ? 8 9 10 I I 12 a �! 2 1 4 CURVE DATA TRANS. CURIE DATA CURVE DATA �=7°42' 05" CURVE DATA A= 14°59'30" D= V° 19' 50" W.Ch R= 515* L•69,63 &-1' 45' 39" Cb.R=73,45' L= 19.22' W.Cb.R= 562.85' L= 81.84' T=40.99' CONT'0. QN 541T.3 T= 34.87 W•Cb.R=4 82' L= 65A1' T=32.55 T=9.66' f. R- 544.85 L,79.22' T=39.68' CONT D. ON W. b C R= 500' L=(61 AV T=33.17' E.Cb.R= 526.85 L-76.60' T-15-11' CURB RET. DATA CURB RET. DATA E.Cb. R= 51 b L-69.1% 1'34,98' S0' �= 90°00'00" D=90°03' 51" t CURVE DATA M' 32' O= 7°43' 29" CURVE DATA, I'I' 18' 18' 12' R= 20' l= 31.42 R= 20 L= 31,44' , R=500' l= 61.41' 0 36� 52' 12*' T- 10.02, S 2 T= 33.76' Cb.R= 62 L•39.90 4' 4' I g T= 20.67' CIDa W a IUJ IlkII GC to d3r w I �, 2 to 3 4 d' Q 15 6 dl i 0) 1 8 w.0 9 `�' m � W I �9 dq O v r v g �'� N �; rLO m W °'� t 28 29 30 31 � d C4 10 Q y $- �b REMOVE EXIST. BARRICADE s m' �' d' `'� ° ^' '' e`' 0 Ic,"> v - - v' - o h V h' d h `"f'' "�`'" �'• o` ~'t` v - i I lv 4 04 rte ° F• V�, �C Fin p v b f'�- •n c� � �•� '� v t�'Q- to N V �,• v k• t�° I �cy. t 5 ic1 i- d `� '�' O� Z lcdTt • ''� - _- ��. ^vP��� 2 1 2 4i cti UJI ,vmi 6 ii v LLv, W L � ,�` v , 1 2 ciL p� %n 5� 31 s 14 13 a) . Q W m � � _ t 34 33 32 O C ci 11 Q I 01 6 ' 1 KIRKWOOD p O1 �' AVENUE = 12 co LAYTON 5TREET + 6 ' EXISTING 30' 3 ' CURVE DATA CURE RET. DATA CURB RET. DASA 12' i8' I g' Iq• 4=4° 16' 22"• CURB RET; DATA CURB RET. DATA 30' CURVE OATH CURVE DATA h=90°00'00" 6= 89.56'09" �=90 00 00 p= 36 52 12 A- 253°44' 24" R=20 L 31.42 R=20 l= 31.39' E.Cb. R=482' l 36.23 890 40 16 12' 18' IS' 12' R 20' L= 31.42' ° _ , 4' lo' 4' T• 18.12' R= 20' L= 31.65 = Cb.R= 62' L=39,90' Cb. R= 38' L= 16B•29' T=19.98' T=20.24' 4' CONT'0. ON 5Ht.4 CURB RET. DATA , A- 91045'01" CONT B.ON 5HT.6 R-70' L= 32.38' T--20.95' Y vZ SCALE = 1" = 40' i O IDC W �7 1w W CO Uj OC OCSCALE : 1"= 40' u McCUTCHAN a ASSOCIATES INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. No. 2100 E. FOOTHILL BLVD. TRACT N 0. 9314 o CONSTRUCTION NOTES PASADENA , CALIF. (213) 681-2373 ROAD DEPARTMENT O Cw5iruct Curb and Gutter per Sid. No. 11:1 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. Construct Sidewalk per Std. %o. 109 Type "5° ® Con5truci Cr055 tiler per Std. No. 119 KIRKWOOD AVENUE FIDE No. SUBMITTED BY� C.D.E. ASST.000NTY ENGR. ROADS DATE ' t Q Construct Wheel Chair Romp per 51d. No. 110 R.C.E. 9890 Q IOWER KIRMOD NNE. SIA.9+65.43 TO 12.00.19 C II�4C'1� RECOMMENDED FR VEP BY ® 8 CONSTRUCT .21' THICK ASPHALT CONCRETE OVER .33'Ti!iICK AGGREGATE �AgE PAVEMENT. OEC. 3, �9�G DATE ADD STREET STRUCT. SECTIONS � 4 •��� LAYTO N 5TREET O MARK REVISIONS APPR. DATEASST.ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET 5of G i 31.42' 31.42' on curb on curb 5 � 31 .42' t GROUND R7V11 f T � 3 I $0.QQ TT.3 31.47 i # on curb on wrb � Ri t _ � aik �4 4 t r l4 on curb on curb � _,.�._�t _ _ _•_ i- I { V 1 20,00 20.w 'l0. 10-00 w . _ _ j fyIY411/4 % t pA00'� I ----= s - sI c1 i W r t t9 �- e•- '` T- r �`` �., e� c9 90090 - `n 9 m r' IOraS • 00 a to N I O `yI r 4 d � d a � � 4 d �4 � r Ql � ao cn I J .9 `9 -9 r Q1 + C� y j ,tj tC1 c�of 9 - P OF NORTH CURB _ R:p.1E00 � � TO � a9 i N x �8 aE) A �g 0 � � � � � 1 ' �i { f- o0 ►� $ � � `9 t 0 , c9 t- f� a 60 N t 3 �-'- c9 l - t i I - N . 5 . o � _ 1 0 _. 1060 � EXE _ _. _ -_ -_ _ _ . . .. _ _L GROUND RiW � n _ y. _ � , . _ � _ _ _ _� - . ._ . _ � . ._. . _. , . __-. - _ s. ___... .. . . ..._ .. --_ -w- - _ _ _. ___ .. .. _ _ EXIST GROUND • I i _ ; on curb 1 i - t s , 4 t Qf { i r • d 'XI 0 b� c6 ao O { v e vRi 0.4 W . o 8 N �d A/d �l 0 1 � _ �.- �c,v � � � R:p•gpp°� c- t- �� 10 00 _ _ TDP 4f WEST CURB _ r uq CJ al _ �9 a 0 e R o� N c~9 �LO Cn E `n I - N N i Cn Lo co Cd a• t to co , i � # 10roo - E><IST.�Raurloe¢ �.------� 10-to __ _ __ _ _ _ o� ,* " N N -•-�` FI. X3.96 •-�' z `q r cg�!v m co 6� I, m o p c9 - p f)w _.CD co EXIST. GROUND S. R1W i 1 0 3.3 - rn tf CO r-- , t a� v z ,1- - - 40'V.C. 1 1 l c 3 - R 0.4007. CS . ftii a 1 # 62.28 W w v v T r 36 E N r ers C9 'R + t _ �_�� �_ -- J _ i I -- - � 3 �_` i9 R=0,900 � '�rD 'N f �t f 0,9 c9 G NN E RADE = o �n N R=0,400% f _ rn to ug TO OF SOUTH CURB P _ _ Z O { l cv ao o N 'd ,�. ,� o ao EX15T. GROutaD @ E.R1iK 1_ _._ ►� of o [ i. -. cs � /� ao 4 N O at o tn t k N r c9 I . k � ii _ m V -r i n�B els F � E t W i T I i LO 1 iCs t O ,� cc I. r tt i I { u V { f i # i C.9 Ls C-9 (n - _ °- PROFILE SCALEL9 Q9 an curb I i i. i i } j � _ . P OF S 8 10-- 40' r I Ta EA T CUR 11 _ _ I NORIz. 4 $ on curb on Curb OL I E 00 I ! tJ Com00 ! i t D t .f- O I 60 10 + 0 t 2 3 10 9 g 6 5 4 - 3 2 3l.42' i on curb HELMS AVENUE- LAYTON' STREET CO%VD. HEREON S LEFT CONT'D. ON 51I. 5 EXISTING 5' I b II 5• CURB RET. DATA CURB RET. DATA 5' 50' 15' CURB RET. 'DATA CURB RET. DATA �� 6 • CURB RET. BATA d=90'00'00" 0° 900 00' 00" 25' 2 4=900 00'00" 4: nne 00' 00.. e=90'�. �., CURB RET. DATA C CURVE DATA 25' 2 ' 3U 30 n= 90.00'00" a=26033' 54" i. 16. 18' R- 10' L=31.42 R= 20 L=31.42 �� ►t3' 1a• •r• R=20' L=51,42 R=20' L% 51-42' IT 1a' 18' 12 R=20L= 31.42 R=20' L• 31.42' R=169.44' L=18.56' 4' 4' 4' a' 4' L 4' I f-- T=40,00' 0.5' 0.5' .5' 0.5 l.5' 15' W LL1 Oc ci y aC Oi c! Ot i Ot ci v � V W , m 0 r �n o $ _ � 14 15 l�O 11 � � o 24 25 26 21 2g r U4 a; %9 rn ago I't 8 19 �Q W `+.- ''" � + -4- + S 0 o .0 C9 7 rn 5 r- r ��; � � 4 4 `n Cd 5 ' $ �ti' r ..... 00.00' ..... u' ...,. _J ' • ::,: . . 41 ie ., 9vto", Co F a. 0 V �h' y' h� 13'� � � ^Q y. .ti\ �• /'� y' � (�• h" I �h' Ay y � h' ai• M' ',' i- 1k 14* %9 v ill e o �'�'~ �•� ��'' O +� V Z ~•.. � O DC t0ci 2 l m t, 10 W r 1.V , V aL' � LJ � Itl 8 t z1 Y40 5'1 38 39 40 a, 41 42 45 44 45 4G j ' HELM5 _ AVENUE t N 6 ' o 0 22 6 ' 30' 30' CAMERON 5T REE.T CURB RET. DATA CURV E DATA CURB RET. DATA I 18' ►e' ► p=90000'00" W ro'3e 01'46' 4' 4' R-20' L, 31 A2' Cb.R=62' 051.49' f2' I ' I ' IZ' L1=90'40' 16" , T= 31.00' Al 4' R= 20 L' 31.65 1.5 1.5' CURVE DATAM 1,5' jj_� 15 T=20.24' �I 4= 233 01' M CONT Q HEREON Cb.R= 38' L° 154.62' CONT'D. ON 5HT. 5 @ R►GHT • SCALE� l"=40' ' SCALE 1'•4D' CONSTRUCTION NOTES McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. �i Construct Curb and butter per Std. %o. 115 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT NO. 9314 , PASADENA , CALIF. (213 ) 681-2373 Q Construct 5idew4lk per W. No. 109 Type"B" DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. ® Consiruct Cross Gutter per Std. No. 119 `� Q Construct Wheel Chair Ramp per Std. No. 110 t SUBMITTED BY C.D.E. CAMERON JI REET FILE NO. , R.C.E. 9890 p LOWER NEIM S AVE. STA 0{22.50 TO Y�61.09 G fit'lt'Z1 ASST. COUNTY ENGR. ROADS GATE m © CONSTRUCT .2I'THICK ASPHALT CONCRETE OVER .33 THICK AGGREGATE BASE PAVEMENT. RECOMMENDED/APPROVED BY oEr. 3,l9TG DATE ADD STREET STRUCT. SECTIONS J �,�..� H ELM 5 AVENUE i ' MARK REVISIONS APP R. DATE ASST, ROAD COMMI SSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET r0 of ro I