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HomeMy WebLinkAbout1050 I� r 4 , i i t vC, , m y ry°CONSTRUCTIOL"ANS i 1 y a N 1 ARCHIBALUO'k AVENUE TO HERMOSA AVENUE A "EX OF DRAWINGS UTILITY NOTES II. v s 4 i THE EXISTENCE AND LOCATION OF UNDERGROUND Ur/L/TY LINES OR * >a w STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF r ; a p�Q��►C► a THE AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL Q. descript location d o NSUBSTRUCTUR ES ARE SHOWN OR THAT THE LOCAT/ONS SHOWN ARE m \ IQatiOn > EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TITLE SHEET '�` _ d W MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF 2 DETAILS LEMON AVENUE , ARCHIBALD TO HERMOSA a a XRECORD OR NOT SHOWN. PLAN. AND PROFILE ARCHIBALD AVE. AND HERMOSA AT LEMON a scALei"=l000' 2. PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. TELEPHONE 4 PLAN AND PROFILE LEMON AVE., ARCHIBALD TO STA . 8+ 00 SANYON ST NO I - 800 - 422- 4/33. 5 PLAN AND PROFILE LEMON AVE., STA. II+ 50 TO STA-,I%+75 a 6 PLAN AND PROFILE LEMON AVE., STA. 19+75 TO HERMOSA AVE. J. THE CONTRACTOR SHALL CALL THE FOLLOW/NG UT/L/TY COMPANIES 48 7 INTERSECTION CONSTRUCTION HERM03A AVE. AT LEMON a a HOURS PRIOR TO THE START OF CONSTRUCT/ON. o a GENERAL TELEPHONE CO 714 - 983- 1811 8 INTERSECTION CONSTRUCTION ARCHIBALD AVE. AT LEMON LEMON AVENUE CUCAMONGA CO. WATER D/STRICT 7/4-987-- 259/ 9 PLAN AND PROFILE ALTA LOMA CHANNEL AT LEMON S0. CALIFORNIA GAS CO. 714 - 798 -7711 10 DETAILS ALTA LOMA CHANNEL AT LEMON C= S0. CALIFORNIA ED/SON CO. 714 - 986 - 586/ TW 11 SIGNING AND STRIPING PLAN LEMON AVE., ARCHIBALD TO HERMOSA a J d V O = HIGHLAND AVE A�.ROFOSED 8i1 WATER MAINXO E w , CONTRACTOR SHALL POSSESS A CLASS A LICENSE CONTRACTOR S LICENSE REQUIREMENT 4/25% 6 , (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE >- a wd DESCRIPTION OF REVISION DATE cNrY. �, zo APPROVED: WITH THE PROVISIONS OF THE CONTRACTORS LICENSE d19th ST. d _ CITY OF RANCHO LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, 19th ST. SECTION 7000 ET SEW AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS PLANS PREPARED BY: CONTRACT IS AWARDED. a R.C.E. EXPIRES, 3/31/$ Zan VICTORIA ST. a ID U-1 APPROVED BY. DATE: CONSULTING CIVIL ENGINEERS ga CITY ENGINES ' Q.C.E. NO. DESIGN RECOMMENDS C— TUSYF. CALIL 9 STRUT I ' 84 g 4� frly (714) 83 41 V 1 DRAWN SHEET G► C.R.P. of. CINITY � CHECKED Dt�AWINa N0. R.C.E. NO PROJECT ENGINEER . ,E. No.14526 :; ATE N.W T. DATE FILE NO f '► Y �� ti/ / Ir/ 4//�' , X 50' OR 42'X-* 58 �✓' 0 e�rrl?Ul./ ;r10 S X36' OR 28'" /4' 33' 25' / PROTECT /N PLACE 18' /2' *22' OR /4' XX 6'X 22 VAR/ES VAR/ES 40 Ali /2' TO 22' /3' TO 3' a-- SAWCUT AND JOIN /0' 8' 6 5 ' I 2 3 TO BE RELOCATED BY AFFECTED UT/L/TY COMPANY 13 X REMOVE TREE /2 t 95.93 TO � I 3 14100 = 2% 5 ADJUST WATER METER BOX TO GRADE JOIN \I 14#00 TO /51-00 3 �J REMOVE EX/ST/NG P.C C. CURB AND GUT TER VAX/ES AT R/rY� I VAR/ES 2% TO /.25° \ SEE PROF/L£ EX/ST. / REMOVE EX/ST/NG P.C.C. SIDEWALK VARI S /0 /O , Il / SIDEMALK 1 ``� 8�-- REMOVE P C.C DRIVEWAY { I -? 4 /Fr r /O I 9 REMOVE P.C C. SPANDREL AND CROSS GU T TER ✓O/N— / EXIST.FS. _ Sa'/ // ,- VAR O 6 1% * /O EXCAVATE AND GRADE PER TYPICAL SECTIONS W4--_ 2/ 2 T.1 6 o x " , r S - TO 15 5 t 00 // CONSTRUCT 8" P.C.C. CURB AND 24" GUT TER PER C/T Y STD. 303 ? 23 0 IZ :�� :. 'rra- /2 CONSTRUCT 4" P. C. C. SIDEWALK PER /'1 T Y STD. 3/0 SEE PARKWAY �� � � ..:. 2�/ MAX. DETAIL, SHT.3 °. "',, ►.. 12400 TO 13 00 /3 CONSTRUCT 4"P.C C WHEELCHAIR RAMP PER C/TY STD. 3/0 AND AS MODIFIED PER SNT % B 8 /9 2� // =-' - /Y ��� JOIN AS SHOWN !4 CONSTRUCT 6" P.C.C. P.C. C. RES/DEN T/AL OR/VEWAY PER' C/T Y STD. 305 ON SHEET 9 EX/ST. CONSTRUCT 8 P.G.C. CROSSGU T TER PER C/T Y STD. 309 AND AS MODIFIED PER SH"T. 7 0 8 ��/ �, / � �' C. 1 G. - - YMCA L ' ��' IONIO \\ /6 STREET L/GtfT TD BE ON RELOCATED POWER POLE BY S. C. ED/•SON CO. AI 111BALD AVENUE /7 FURNISH AND PLACE 2"x 6 " REDWOOD HEADER # / I6.D r0 2 43./3 /2�-00 r0 /2 t 25 0 /3 4.30 rO 15-A-00 (NOR rt/ SIDE) /8 FURNISH AND PLACE 0.35 ' A. C. OR 4 " P. C C DR/VEWAY TRANS/T/ON /21.00 rO /21- 45.93 0 /2;-95.93 r0 /5 .�OD(SOUrt/ SIDE) /9 FURNISH AND PLACE 0. 40' AGGREGATE BASE )0( 31,5166 r0 3.1-99.34 66, FURNISH AND PLACE O..35' A. C. PAVEMENT 58' 21 FURNISH AND PLACE A.C. OVERLAY PER TYPICAL SECT/ONS 33' 33' 22 COLD PLANE TYPE A' PER DETAIL ON SHEET 2 33' 25' 23 COLD PLANE TYPE 'B' PER DETAIL ON StfEET 2 € 22 22' //' //' 22' /2' 13' 24 ADJUST WATER VALVE COVER TO GRADE 32' 6.5' 6.5 ' 3 25 ADJUST SEWER MANHOLE COVER TO GRADE PER C/T Y STD. 512 VARIES /O /O 6 6 2 MAX. 26 REMOVE TREE AND PLANT NEW TREE /N KIND AND SIZE VIF 3 2 REPLACE GRASS SOD IN KIND I K F A F MP \ETE VARIES, SEE G RELOCATE SPRINKLER SYSTEM TO PROP. BAC 0 WALK, OJUST OR CO L ~' PROFILE VAR. VAR/ES Gi L A WN CO VERA GE. 5 / MAX. 0 2 SEE PROF/L E p 0.2/ VARIES Z OQ /0 r s = �� 4/ REMOVE BRIDGE STRUCTURE �S=/�4%FT / ' --_?� , ,14"l F r �\� ✓o/N A T R�� r , I ��� f� r ` � /O 42 REMOVE /NT£RFER/NG PORTIONS /6" /RR/GAT/ON LINE AND PLUG ENDS ✓O/N ... 2 y0 i� m w. ' • •• ' $ a., ;. • y �, REI"v1 VE PCC HEADWALL a. 72/ 0EX/ST. A. C. ✓O/NPYMT. F.S. 44 REMOVE W/RE REVETMENT FENCE /2 /2 -� 2 AR/ES 45 CONSTRUCT /4 '-0" W x 8'- O " H R. C B. PER SECT/ON A AND CAL TRANS STD. 080 a 083 w. EX/ST. /.25% -2.25% 1, 19 2 / / C 8 G 46 CONSTRUCT P. C.C W/NGWALL PER CALTRANS STD. 086-A MODIFIED FOR VERT/CAL S/DEWALLS EX/S r.S.;y 4! CONSTRUCT J S. NO. 3 PER L.A.C.F. C D. STD. 2-D- /91 .�j� ��'�/ /�'�� ' '�'l' /�� 48 FURN1311 AND PLACE GROUrEO RIP-RAP PER SPECS AND DETAILS ON SifEET /0 Y / A C / N �f#,* VARIES 6.5% - 8.5% 49 FURNISH AND PLACE RAIL AND WIRE REVETMENT PER S. B. C F. C.D. STD. S. P. //4 VARIES 1.4%- 2.6 % ,,�, ARCH/BALD AVE r0 21-25 (NORTH S/DE) /51-00 TO /7t 50 (NOR TH SIDE) 50 CONSTRUCT SAFETY WALK AND TYPE 26 CONCRETE BARRIER PER CALTRANS STD. B// -54 ARCtf/BALD AVE. r0 2� 01.50 (SOUrtf SIDE) /51-00 TO /9-t 42 (SOUTH SIDE) 5/ CONSTRUCT TUBULAR HAND RAILING PER CALTRANS STD. 8//-5/ 52 PROTECT 30" WATER MAIN PER DETA/L ON SifEET IO �— FURNISH AND PLACE GRAVEL BLANKET PER SPECS 66' 33' 33 29 RELOCATE WOOD RAIL FENCE AND CHAIN LINK FENCE TO R/W -- 56' - 30 CONSTR. 4 " P. C C. SIDEWALK RA14P PER C/T Y STD. 3/0 TO MATCif EX/ST/NG 22 22 //' 33' 33' DEPRESSED CURB . 2' 6.5' 6.5' 22 22' 1 c� /0' ✓O/N AT 1 3 5' OR /0 ' Rey 1 Q AS SHOWN ON PLANS �\ /0 Z i EX/ST. / a TYPICAL SECTIONS. VARIES 2 /0 �Tr 1 2:/ MAX. 'L• ' 2/ 2/ w i.. .. C2 0 • v EXIST. PV,'NT. FS. 0.03 /2 S/DET LK EX/ST. / .� 0,/2 -�-- /9 •' ~ C• 13 G. � � � EX/St F.S. EX/ST. F.S. F"Sr C CI G / Y!�/C�1 L.,.. SEC/ IO Y * VA 7 T 2.// 0./2 / 2 23 ,,r .� / � ��.r EX/ST / VARIES O. % 0 , °o I '�— / YPICAL. SEC / /ON C Q G X* VAR/ES 3.5% TO 4.8 % I i I i i 2 /-25 rO 3 /-25 (NORM SIDE) 17-1-50 rO 24 f 50 (NORRI SIDE) ry E A TYPE /9 42 r0 24 50 (SOU t! 5/DE) 2 t 0%50 rO 21-93 (SOUTH SIDE) COLD PLANING D " IA//.S 5$' 66 NO SCALE r 33' 25' 33 f 33' DESCRIPTION OF REVISION OAtE PITY A?AR4YE0 22' /2.50' 40 /2. 50' // ' 22' 22' // CITY /UCAMONGA 3 2' 6.5' 2' /' 3 i DE rA/LS 1 I I EX/ST. EXIST. \ 2 /;'FLAX. /0 / S.W. 1 /O S. 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I bi - /'L\ IQ, 4 1 � �i .� I �l ; 1� ­ I (J CITY � f tij to q 12 I ., A �i I I DESCRIPTION OF REVISION DATE APPROVED: �-;'� ii I v t 03 I q) /Z I 1. to I I I I I .. I us 4i �" � kw- �'j Z. , , 16 Q: � . � .11 �, b*) . 1.91 t q , Z3 1-1 Cli I � ,t !� +-, I- QQ :k. I,j v) I I HERMOSA AVENUE I I . �N . I- Is k :* 'I 'K ,zo I I I CITY OF RANCHO CUCAMONGA . �T �3 I :�l . �k 10 � I � I Q �5 � 4 � , , ' 'I. (s (s d I 1% �l , I - � ts . Q� �b N. wi � Q %. I . I r4 k . f4 - , (D lc� to ! C� Q3 1 � I . !� Zt - I � Qc �k� ch (j 6.50 _ . 1* PLAN AND PROFILE OFt CC tZ � ti.i -4 -6 � I /6 L 4. QC 1%* �l I � I I 1� C) Ct .1 Ir I I I- I if) X Q i ) " .) / I �RANSIrION PARKWAY SLOPE ti Q4 � - . tu v�-k� �- I � . . '. Q lz� k� I /0 tf�q I Ili I I 11 _z . �l % -A-*. � I �!Olsf 114 IFr- 9 3,4 57 66 rO * ,-S Q) % .;c kq I 0 1 11 A am** vz;. I -� (j �10 01 I b) "I' I to RCHIBALD AVr 8 HERMOSA A'lir I ll� .`q I 00 + � i + �,t �() ( �t 4. P IFr 9 3-,,7-7 3 4.PA RKWA Y:I - I I . I � 11 N Ici r� 7 k$ 4 hl) SLOPE ACCROSS DRIVE=o;�Fr - . I � � � I . 1 11, �j i. 0 I i ----.--, I � (D, LEMON AVENUE . ai % I _____ -------- I I I 7 � i N Co 2: - / I . i 1-1 - - I I 111111111 Ill w . zt . . I 1,111 I Y-�?_11 _j 4- 1 I. I a - I n 11 I , I� D BY, I l�����l�ill'Il,li�������,,��l���,r�:M DATE - - -1- . � r� � / I . CITY ENGINEER )('1111111� - R.C.E. NO. Z Orz - i *-! DRIVEWAY RAMP CURB OA rA I I I -- i - � , .I i CURB OArA ,� PLANS PREPARED BY: RECOMMEND ,() � i 11 11 - -11 I DESIGN I �1_ - - " 1 7 1 1 N tell I � i / I . x .90 0 05'07" .r 89054'10" (\,/ - �9. - I 1 6M.4 la I ,,- �l .; . I . 9 A Q J I- 0 . ' I _� 0 ,J x 89024'1.9" Q J = 90-035"41" SEE SHEEr NO. 4 1 1 1 1 1 ri I SHEET '4", "I . R -= 27' R .r 27' 1 DRAWN � �I _ I I i�l I 44 I',' �l 11 [ ( , , 11 . "', , .= 'y � I I * . I "�, ,,,, R 5 d'.R.P. 3 �"", I L -= 4Z.45' L x 42.37 - CONSULTINO jCl J_N EERS -00 R"I �l �; 1 4 L -.r 54.61' L x 55.34" PARKWAY DETAIL , I DRAWING NO.' _�'l,��,l . 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REMO VE TREE - - I I � I I �t / 5 ADJUST WATER METER Box To GRADE I i I 14 ql�_ � I � � I I LONDON AVE 6 REMOVE EXISrING PC.C. CURB AND GUTTER � I�Z) C.) 0 0 '(D-- I t I N IN 1+ - ! LIJ � � . If . L_ - - 7 REMOVE EXISrING RC.C. SIDEWALK I I N 51) 1* �, % I � % I � 1 14 : � Q Y/,�_ ; % ( �0 14 1 4,0 I 1;� �s I % 11_� �D ft� NK 8 REMOVE PC.C. DRIVEWAY In 18" to * I:Z� Q4 .5z, � � - I co I � 'N' "t Qrj k Zlt �s / rb , j ;:) rj �� ,0-%) /0(i>_ EXCAVATE AND GRADE PER TYPICAL SECTIONS � N) _j Q� N t-� h') L I I � c� I I I 0 1 1 , �k kq , *� k�1�q 11 Q1 C5 1 N) Q1 %� .%%D // CONSTRUCT 8" P C.C. CURB AND 24" GUTTER PER CITY Ism joi I 4� N) 1� !.� kc) Z,t I �It � k) , In . - I , - I I , , , . ,;T�� 1, 6 r- ____j -:)___j 9 r,_� " � I IZJ �k I,k 1 14 It � I i I Ti-� i . I Zt I . � �, , �,w zt I 0 I (j (b k'I �t * � "T 1 4Z) 1 18 - . : I I ,� L %+I '1� ,4 IN 00 L6 4-c's 1 30' /1? coNsrRucr 4" PC.C. 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DRI VE WA Y 8"S I (�>- 12 /O EXCAVArE AND GRACE PER rYPICAL SECrIONS CONS rRucr 8 P. C. C. CURB AND 24 au rrER PER "Clry srD. 3o3 8.4 00 12 0 coNsrRucr 4 P.C.C. SIDEWALK PER clry srD. 310 (14 14 coNsTRucr 6 P.C.C. RESIDENrIAL DRIVEWAY PER clry srD. 305 X ri FURNISH AND PLACE 2 x 9c 0 9-c 6 REDWOOD HEACER 18 18' 18 FURNISH AND PLACE 0.35 A.C. OR 4" P.C.C. DRIVEWAY rRANsIrION 19 FURNISH AND PL ACE 0.4 O' AGGREoArE BASE 130, X Ici FURNISH AND PLACE 0.35 A.C. PA vEmEN r 20 X0 LEMON k -4 A VENUE i- 18 tu (�, I 21 FURNISH AND PLACE A.C. OVERLAY PER rYPICAL SEMONS 18 22 COLD PLANE ryPE "A ' PER ErAIL ON sHEr 2 ISCALE: 40' tAj 14J 7 1-� 25 ADusr SEWER MANHOLE COVER rO GRADE PER clry srD. 512 22 Aolusr wArER mErER Box ro GRACE 8 It4 -v A-- 11 70 I I F X14 IIIY ww 0 8, I6 "00 30 w r (ABAND.1 I16 IRRI 0.4 0 17 5 12 80.93 17* 88. 48 18 CITY NOrE., SEE SHEEr NO. 9 FOR DESCRIPTION OF REVISION DATE APPROVED:WORK IN CHANNEL RIW C3 CITY OF RANCHO CUCAMONGA Cc 0� r cl zt 4. PLAN AND PROFILE OF. rq,r4 14 r4 SURVEY LINE L EMON A VENUE . 01 IR SrA. 11,P50 rO STA. 19 75 y DATF-R.C.E.NO. 06 55' CITY, ENGINEER DESIGN AN$ PREPARED BY: RECOMMENDE DRAWN C.R. P CONSULTI CIVI ENGINEERS OF DRAWING NO.E.NO 14526 N. w. r. I 0 r--.,DAT FILE NO II 42.37 ON CUR8................................ ------I ..............I........... ................ ...... I....... ......T... ....... ............. ........................I ................. I ................... ...... It.... ...... ... ........ ....II..........I ............... ..... ...... III.............. tI�0. .................. .............. ................ '44....... ....... ... ........... ............... ....... . .......... 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II ...... ......... ..... ......I .......... ............................ . .... .................. ..................... ....... ... ....................... .......................... ... �0 .. ..... ...... ....................... ........ .... ....... ..... .... .... . ...... I�o.. ........I ..... .....I........... ........ HORIZ. 40 . ..... ... ........ .................................. ........ ..... ..... .....PROFIL E SCAL E vERr 4' 14, O III.............. ... ... .... .......... .. .. ..... ... ............. . ....... IL ...... 25 26 20 21 22 23 24 CONSTRUCTION NOTE45 NOrf PRorEcr IN PLACE SEE sHEEr NO. FOR ALL WORK ON PAvEmEw 2 sAwcur AND JOIN SrRIPING AND S16NIN /O EXCAVArE AND GRADE PER rYPICAL SECrIONS 19 FURNISH AND PLACE 0.40 AGGREGArE 8ASE I20 FURNISH AND PLACE 0.35' A.C. pA vEmEN r LJE QA n4ERM0,%.4frlw AwvgEe FURNISH AND PLACE A.C. OVERLAY PER rYPICAL SECrIONS VAR rU 0 U TH A 22 COLD PLANE rYPE W PER ErAIL ON SHEEr 2 44'0 rO GRADE PER clry srD. 512 32 18'-k/ r-j 12 cli SCA L E: 40' K: A VEA LEIVON 3 63.90 N OIN EXISr. IMPROVEMEIVr$ B.0.R. 3 -1- 48.90 A r= _29- 40 0 - HERMOSA 0.0 IV,'0�1_JPJ711 p a 0 w 0 SEE' SHr. 3 FOR cRossGurrER 10 NOrE 10 4 PROFILE a SHr 7 FOR INrERSECrION _ZL7 7Z� CONSrRUCrION a NOrES Lq E.C.R.1-86.48 2450.91 2*35.91 )OIN EXISr IMPROVEMEIVrS Lu DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA 10 PLAN AND PROFILE OF: C4 32-11-44' LEMON A VENUE S rA. 19 75 M HERU06A A BY D CITY ENGINEER ATE,R.C.E.NO. SIP 2 DESIGN BY;4 RECOMMENDED DRAWN C.R.P. rR CONSU) I Vil ENGINEERS —OF DAAWING NO.CHECKED NO14526 10, Lf%94 N. W. r lobo IIFILE NO— LEMON AVENUE ............. CONSTRUCT/ON NOTES 33' 33' /�-- PROTECT /N PLACE 20-- SAWCUT AND ✓0/N REMOVE £X/ST/NG P.C.C. CURB AND GUTTER �-/�7�-- REMOVE EX/ST/NG PC-0. 0.50' 5' 5.50' 6.50' 4' 0.50' n9 -� REMOVE P.C.C. SPANDREL AND CROSSGUTTER SCALE /" = �' SEE SHEE NO. 6 - /O EXCAVATE AND GRADE PER TYPICAL SECT/ONS /2 CONSTRUCT 4"' P.C.C. SIDEWALK PER C/TY STD. 3/0 /3 CONSTRUCT 4" PC.C. WHEELCHAIR RAMP PER CITY STD. 3/0 AND AS MODIFIED PER SHT. 7 /5 CONSTRUCT 8" P.C.C. CROSSGUTTER PER CITY STD. 309 AND AS MODIFIED PER SHT. 7AND 8 /9 FURN/SH AND PLACE 0. 40 ' AGGREGATE BASE 9��_ FURNISH AND PLACE 0.35' A. C. PAVEMENT h 0 Z 9� 6011 09� IP", 25f30.57 G JOIN EX/ST• SIDEWALK 25 t 3/.42 JOIN EX/ST. S/DEWA L K Q a/ �a°99� �� ` F�'G• /P 2 l\y 6�. ,G: 6g � 2 • ,v - v6� b�yP A . .vy OV" B. C.R. 6� E. C.R. 6 , 25 36.92 25 t 37. 07 a -� /2 r 3 fir• o v ; O `Y ( 6 / BLOCK J �}. 36f5• 0 \ . / WALL W a) QQ3 Q BLOCK / 66� v ' /0 1x, § o . 41 WALL /2 / CV Q M J Lu ill h 64.3 1FS' iii „ N /566.// T.C_ d/2 o k �� „ /9 20 " /565.99 F•S. k W N ,� /ss3 00 4:a, W 70.1", I W1 M 4j Q"� � �� 63.83 T.C. sssG;" \hF 5 / 6 �° .` /565.94 F.S. G' Z EX/ST. BLOCK I 63.53 F.S. / I y6ayXh 66.09 F.S. h WALL J 0 O O 63.57 F•S. \ 2 65.96 O 62 /564.8 > `\h 5• h P �. h0 F.S. \h 10 09 52 6 W F I D 63.45 F.S. 0. k V` e F.L. 66.0/ h6 1 O y.. • 63.q3 F.S. ot ��Y� q 'V I 66.07 63.25 �� v o- , ,', � x01 F� �- 150 D _ �/4 %Fr Q v °' D a' , P A P ,. r 66 39 F , s . \9� h 7 6212 EG o v , v o I p s y6 2' S /2 . ti i - ° l\ 9 a 6 �p / 1 `o' ss�� 1 �Q, , k� ,' v \9' �G /2 ' PLACE //2"EXPAN. N , h3k 4 P.C.C. S.W. / s v 6 0 h 3 1 JO/NT MATER/AL 6 1 p 30 T.G' ESS RAMP h63' ° - vh6�y. 00 33 ,• 2 ACC BETWEEN CURB 11 o r \ \ v n \h 7" 00 G. �. 566' 66 F o ° 1 AND WALL 1 65. y6 5 G \020911 61 tc) 6 y Q\ n 6 01 21 6 h 11003�F J G (� rION A —H 9 v h h 6 OW \ \ a /5N SCAL E – _� c'v* _ _ 7.95' 14.00' _ - � , P P - r . 1 G :a a, 1 2 t r , r .r fi. r „ h r x h , rV dA /9 20 2 � /0 /9 20 Z /O NOTE SEE SHEET 3 FOR HERMOSA AVE. PROF/L E CURB DATA 4 4' i CURB; DATA N d = 90° 05'07 " 20 d = 89° 54 '10 " ^N M R = 27' /9 0.03' TYP. 0•/2' R 27 ' L = 42.45 I L = 42.37' N T = 27.04' _ b • D f T = 26.95' N 15 v DESCRIPTION OF REVISION DATE CITY APPROVED. 8" AGG. BASE CITY �� ���� 0 CUt%A !�'� �+ 25 t 95.99 LEMON AVE. SEC TION �� "B 3f- 00.00 HERMOSA AVE. WERSECT/ON CONSTRUMON AVENUE HERMOSA AVENUE _ HERMOSA _ _ N 0" 01' 02" E N 0 01 ' 45 E AT LEMON AVENUE APPROVED BY: / DATE: CITY ENGINEE L R.C.E. N0. Z 3g$ DESIGN PLANS PREPARED BY* RECOMMEND D � �v .�Idl-JA DRAWN SHEET C.R,P CONSU TI COIL ENGINEERS —_7 Of CHECKED DRAWING NO. . NO 14526 N. W.T. 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""".k. a, °�� } ' ,.+. fir:''; �, F 'a.°":, it ` :- ti 4!^t �, r,. �r :;,: h z's.. flz,tP.•... ,:,, "^ , ° ', of + jy'"pi; .`kr, e #� , '➢'� 'k^ r ,pak:, ,,i x. l,a k^,. fl !t x M "a • r 'F s t ', Ash t 1, 'i .•h ,,r.r '; ; ..{ ,r« NOTE SEE SHT 3 ,'., ,�� , �� . I'll y. I'll "W`' el.l 7 €,h, ,l,. "{ e ,,, x y z h ' t.' ':.i { ,i Vis.: L ltd A t'il e. x , �,, ,. ,v ! , '�° FOR COMPLETE ARCH/BAL ��r b s� x �.•, I'll ,. +.t;}" *�' ,�� a ti''- "`';est F;, k, kt r, .y ,.; Ya r �.; ,. :"r .: ,• . .; � � '; V (" �, AVENUE CONSTRUCT/ON. d - ; d p i T il G S` \ 'i, f ki. 1. ) p { f 9 % a.,E 55 tp • { , V! t 9 " Li {Y Y 5x psi'V, 1.. T u A .... ..� ..: , Y Y e S ,,,., 71 N� ;R e y 2/ �'� 9#,. ° "dm ^;''•'1 ;�i. 2/ *tl"+,. ~•� '7' .fro i f" k a ,y•ka=�,�q.�'#, '.+y,� x r`� � •�• r ax 1,9 "I.y4 - „.. ,. " +;}�'% '< ' s'., 1 y' ;+ ''s v !` 'n 3v n '�''' is r Al-I Y �, A� 4 t' i '` Y .J 4"' s r�3 w�,,a nn;:�r.k y�e k ." q'i oQ^ Y f J ntw tl! 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Q v' a ygg' o 1 F I e - hg 01 g �0 13 Oh s'. a % a \ \ o \ \y0 63 . { v ' k , ' . . \h '(� WATER s \h y`D$ sp sti , t �„,�, .'• - �_ . , Q i-� `L� /590.67 F.S. yh v y1 vcucr 24 \ x w ,,�, � ' , v . • a \ /2 •V ��;1 �1, h3 ° , n a � `. � ,,` ° , :` /590:47 r.C. `\ - I oo vh 1 , �, i '^' . .� \ha p0 Co. F.N' - /589`80 F.S. _ sT �\ i p \.' 'ri I P o. 9X, ' P 0 1aaF - 9 4 h 2 1 1 "i! �il o /s� s % F• y0 1 3 �• � ° F h �'� /588.05 F. S. ' - D V ' P \ \y0 I '-�- � %�'�,'(�,. fi,y. a_ ; , Q- /590.55 S. ��\ �l X, ` I Y 11111 1� A, I v \ s s vy v . / , v 00 , hgg h 0� '' o P 5 /s�0� /588./S F.S."- 1• g, v 13 D , p y9 �o �;Q �. ` �- v t�� a x" 5 P ��'s 4, 4, h /588.36 F.S. 0 F '{'• F. *w O v N y. p0 vy6�g�� , ; g 0 0 r s, `� P " , , Q vF' a• vh � hg xh ' y. h t W Q a6 F ° ' \ ° X4 4 v _Q � 20 a , i /9 10� yg0, v tt , , Q 0.03 TYP. 9 to I O./2 Ci ,\, v F. , , . ° , w /9 20 , W 'h P%, d; M vys6 �' r ,, o 8��P.C.C. /5 . ", • e; N /588.87 F.S. ° ,, d�2 ,, f" A _ ' M 5- ,. • v ,<' F. i Q v M g\ , , v , • • . ; ' . ' F.5 '' B.•C. R. 6� C6 et- gh' r' o �, W � � ag o O 4. 63. 60 �e 8"�A GG. BASE N R 9 ' y. h agell s; ° ' \yg :v Q h v :�� , I v p p h hyg9. �I • v . • . 3 6 h v .Q , , ,; _ CURB DATA W N �+ /�+�r- 1 /� v, , - vhel(O y�G 41' ' Q • -o ,' - d = 90 °35'4/ " SEC TION H "' H d/2 "° 11 h (j. ° °D 0 3� � ,",, ,.Q R = 35' �° Q. � - Cj V. vyg g i,ti �,^ : L 55.34 W M E.C.R. /2 _ :�. hqp Z, �`�� � °' T = 35.37' O t 70.4/ \ h� ° �5• ",e€ . 0 ¢ � 3.k B. C. SIDEWALK O-A74.20 �' . \h0 h1 g alp a\ $, RAD. = 39 3 F +s 0 1 "' E. C. SIDEWALK \hhg 6h \h px g � . 0 -1- 75. 93 \hgij 14!,�lt , , ,� CONS TRUCTION NOTES CURB pATA lO '� + DESCRIPTION OF REVISION DATE CITY i l &.,--N SAWCUT ANO JOIN d = 89°24 /9 11 E -- TO BE RELOCATED BY AFF£CTEO UT/L/TY COMPANY ' QD-- 4 ,, , ;,%I // /O EXCAVATE AND GRADE PER TYP/CAL SEC T/ONS �' � �� �����® �%0#4 R - 35 wGA L 54.61 �•°._ � �� „ T = 34.64' I k> I' llf �''^ // CONSTRUCT 8 P.C.C. CURB AND 24 GUTTER PER CITY STD. 303 - � F�rl ` *}f'jil /5 CONSTRUCT 8"P.C.C. CROSSGUTTER PER C/TY STD• 309 AND INTERSECT/ON CONSTRUCTION . 4.50' 6.50' 22' 22' ` 6. 50' 2.5 AS MODIFIED ON SHEET 7 AND 8 $ /9 FURNISH AND PLACE 0.40�AGGREGATE BASE /QRVHIL1f�1LD I`°i VENUE , 1 33' 0. , ; � 20 FURNISH AND PLACE 0.35' A.C. PAVEMENT + ,u>, f , ° - - ,v 2/ FURN/SH AND PLACE A.C. OVERLAY PER TYPICAL SECTIONS Ar LEMON AVENUE ;. ' p t 4 ,i �: w/ , v ,, ;+ , �, �� , + ,. " &�,�— I AO T WAT VA C T RA I v' �:'' ., , A ��., � JUS ER LVE OVER O G DE . r Q , :,,,,:: ? ,p,4 x s r .v" ,Sy,... , .{Sti, ,.a ° •• : _ r: . :, �rk l oAPPROVED BY: DATE: 6 •� � , • v n 4 A v �. ��, ;, �•.. , I2 CONSTRUCT P.C.C. S/DEW LK PER C/TY STD. 305 / I {o ¢ .=fit r.S"''.�',,,' m ,• y: A 7�� :'r" t > trz' ,m ��' ak .; ,d,` k Q g „ , 11 �. _. ��. h CITY ENGINEE R.C.E. NO._.. t7 o ,, •.�.. ,«� L. // / / 1 s k' 7..k .r " 1 , . �,tri ` " �, �� ° SCALE, / 5 I �^ + �., ,• - /3 CONSTRUCT 4 P• C.C. WHEELCHAIR RAMP PER C/TY STD. 3I0 . ' / 1 5 - :,v,,. 'u, • a ! ,°.:' e R nY- '� q"i »:r^ , t r �; .� 'r, s` DESIGN RECOMMENDE e d �{ � .� ,� �. y �� �� AND AS MOO/F/ED PER SHEET 7 8 PLANS PREPARED BY: I v ��. r � �. t � w' v // o v ;„ 0 4� - A @ T D SEE SHT NO 7 DRAWN SHEET C.R. P. CONSULTIN CIVIL ENGINEERS 8 OF LEMON ACHECKED o 14526 DRAWING NO. E. NO Iv. w• T. DATE I- 3- (v FILE NO l O 50 -4 ,4 3 14) 3 - - - - - - I I FF_F_FrFF_FrF 7T-1 I-- I I I I I I I I I I I I I I � fRI� I II __ _ - - - - � ( III ( II I I � IIIIIIIIIII IIIIIII II VIII IIID ISIOUT# / EIS � IIIIIIIIIII Hill I III 1- 1IIIIIt - IIIA N � III t JF PP - � � F - - -- - 4_ � llsl� i` . # Ff P OF!BA K I I I I I I I Hd I I I I - # - # I I I �R PIF c - - - I- �€ -# -I a -- ,� -I--- I o �►-I-- I-- I - V I I I V I I I -- I I I I I I I I rw Ol � � [TF - �� � � � � r # IIIIIIIIIIIIII - I - II III VIII II I __ F_ F � { # ! - I I I I # ;� # # I # I I # I I 1 I # I I exl$r REVS MENT r I I I k I I I I I �,II I I I } I I I I - q?c�- JTO�O�B�tN B F S/E � o -- � r T f I I { - - ��I - II � I _ IIIII � VIII -FFFF � I � � II II I - FF __ �OP�0� PRO R V ' I IIIIIIIIII ( III I -. ISI ISI ► III ��'MMM I I - — — - -- - T � �oT�'f , 10�5 s �GR{JU D I ATS - - I ; I I I I I I I I I ( I I I `�� I I I # I ► I I R/ Erna - I� I RE(%T E EN - - - -- - 1.5 T -- - rF I I I - X35 a I 'FX s F. `. f ` HOR/Z. / = /0 - -- \ # ENE I I I I I I # I I t` I # I t� SCALE - _ X/ - x3 h� -� - - - - I I GR UND - I —I I I I VERT. / = 2 -- rrrFT -_ F `�'� r �! �- # I I I I I I I I # I I I I I I _-r� 11 TOP# R VBTE/1/T - --- - - - - - �� � �� # '� T f�I I ! # # I I I I I I I 1 I F # A`�r `�/DFS" C�HAI�/N�L I � I I � I # I I I I I I - - _ �- _ + - FO,� F �RQP E` ` -F` ( � -4 �( `� �' � F�FF _ r � I I I I I I # - - - REVS M N - �� -- -- � - 0 Ta-,911 � _ _ _ Y,4 _ _ -- - - -- - - ` r�1 -- - �>• f I II t"�y TP OFf RVT�ENF - - ! - -- o I ► I I # I I I I I I I I I I I I I O / G aE� /NI _ — - -- - - 4 - - s -- , - I E G I I I I I I I I I I I I I I I I I - G�° N -- -- -- _ _ — -_ # h` �I IIIA IIII IIIIII ► QUI # - III II IIIIIIIII - - ` II2k' � II II IIIIIII - �I € - I 6 --FJ __I I I I �( I I FFFI FF I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - _ F --I-- I I # I I I I I I I "�. V I I I I I I ( I I I I I I I I I - - TO — --- h�° 15 Oa 6,6.O J � . 14 - .0 x v I I _ ( I I I I I I I I ( I I I I I I - I - - - l IfT ( IIID # - II VIII ( III ( III II ( SI I I I II II I III I II _ - -- s F_ S " . S ra -_ - - - - HOR/z. : s 20' I - t [ -t_ t I I I I II - - I I SCALE:PROFILE S LE ERT. / - 4 --- - 1 2 3 4 5 CONSTRUCT/ON NOTES 14 NOTE: /O-- PROTECT IN PLACE 47 SEE SHEET 5 FOR CURB, Q>_ TO BE RELOCATED BY AFFECTED UTILITY COMPANY SIDEWALK AND PAVEMENT 22, LIMITS AND GRADES. /4 CONSTRUCT 6 P. C.C. RESIDENTIAL DRIVEWAY PER CITY STD. 305 J /6, 3 /8 FURNISH AND PLACE 0.35' A.C. OR 4 P.C.C. DRIVEWAY TRANSITION SCALE: /" = 20' 4/ REMOVE BRIDGE STRUCTURE I 29' 3 42 REMOVE INTERFERING PORTIONS /6" IRR/GAT/ON LINE AND PLUG ENDS 43 REMOVE P.C.C. HEADWALL REMOVE WIRE REVETMENT FENCE o /2' N ro � / 45 CONSTRUCT 14 '- 0" W x 8'- 0 "H R.C.B. PER SECT/ON A AND CALTRANS o / STD. 080 a D83 /2;35.5 /4 46 CONSTRUCT P. C.C. WINGWALL PER CALTRANS STD. D86-A MODIFIED FOR ��'- 15' VERT/CAL S/DEWAL L S { S B C F C D 3 47 CONSTRUCT 1.3. NO. 3 PER L.A.C.F. C.D. STD. 2-0 -191 J W Z °g o 3 FURNISH AND PLACE GROUTED RIP-RAP PER SPECS AND DETAILS ON SHT. /0 /ALTA L OMA N 3 h t 1, Ia CHANNEL 0-- I h Q �' ro 49 FURNISH AND PLACE / AND W/RE REVETMENT PER S.B. C.F. C. D. STD. S.P. //4 v // g • .va '%_w MODIFIED PER NOTE A � BELOW LEFT. /0 O (D ,. } -- r--r,--T- -r-r_ -r-r _fir- �r-r -=r- CONSTRUCT a 50 CONSTRUCT SAFETY WALK AND TYPE 26 CONCRETE BARRIER PER 49 44 I2 /O + N CALTRANS STD. 811-54 3 '' 45 43 4 s 49 /O / 5/ CONSTRUCT TUBULAR HAND RA/LING PER CALTRANS STD. 8I/-5/ a PROTECT 30" WATER MAIN PER DETAIL ON SHEET /O x x x x x— x _ — _ /O EXCAVATE AND GRADE PER TYPICAL SECT/ONS 46 TRANS/TION GRADE SLOPED �o // CONSTRUCT 8 P. C.C. CURB AND 24' GUTTER PER CITY STD. 303 4 _ CHANNEL SIDES TO JOIN _ - t q/ 5� VERT/CAL REVETMENT 12 (CONSTRUCT 4 '� P.C.C. SIDEWALK PER CITY STD. 3/O 00 BE_INSTALLED BY OTHERS a � I 48 49 48 ``� a 42 54 a t 44 49 IO _ ° - _ _ 2 NO° / 49 W 3 ,4 N O O/ 49 W _ { SURVEY L/ ., , '' ° SURVEY LINE /4 /2 f 8 5.0 12*85.0 �0 W=14'_ /4 O O,rh /�1� ,� W " /4' �` �'y O O /O t� { o // t = - 8„ S - — \ J • - - ,,' � � a // ° /8 w & PROPOSED 8" WATER MAIN — /O I � q I CITY OF RANCHO CUCAMONGA 134-05 N J " I PLAN AND PROFILE OF: O JOIN AT R/W NOTE A : h /2' 20 �` o ��� L OMA CHANNEL ALTA SAN BERNARD/NO COUNTY FLOOD a ' o m'� CONTROL D R A `� I 29 I /� - ' Q PRo8�5E0 . ON OL /ST ICT ST NDARD r o �.Z v J O W PLAN S.P. //4 SHALL BE MODIFIED ? 3 oQ > z, A T L EMO/V AVE/VUE TO PLACE VERT/CAL RAILS AT h W v o I /2 3 + J 54 S4 �_R.C.BoX 54, EntiT a 6 EvAtvF 6 O.C. MAXIMUM. Q W o Lw APPROVED BY DATE IQ, 4 j k) w" o y y 3 3 =W EXt SZ 8°WATER MAW I'M 1N I EX IST 8" WATER MAtN M W 3Q� CITY ENGINEER R.C.E.NO. � K W h � o o z 3 PROEO5 D 8 x45 WEw ELBcw 54 W >t� 64 DESIGN PLANS PREPARED BY. RECOMMEN pS�D DD,�D B x QS°W E LD E L.SOW N o N Q 25 PROPDbFD 8" 4 54 WATER MRw p �3 DRAWN SHEET i , -T' C.R.P CONSULTIN IVIL GIN EE RS 9 OF I LEMON AVE. Z\WATER MAIN DF-WL (N.T.3.1 CHECKED E.NO.14526 DRAWING NO. N.W.T. DATE -Z - FILE N0. 1050-D a 1 E EVENLY SPACED /8 /9, 3` /0 CONSTRUCT/ON NOTES 8 8 8 -- c BARS 7'0 TYP. SEE DRIVEW.4 Y RAMP /O EXCAVATE AND GRADE PER TYPICAL SECT/ONS ��/ /Q DETAIL ON SHT. 9 6 6 v 44 JOIN REMOVE WIRE REVETMENT FENCE N 45 CONSTRUCT /4 -O W x 8 -O H R.C.B. PER SECT/ON A AND CAL TRANS X _ STD. 080 A 083 ' 48 FURNISH AND PLACE GROUTED RIP-RAP PER SPECS AND DETA/LS(SEC. B-B 8 C-C) c� M ICEtwit M X N , 44 # ' /0 b BARS 3_6„ 49 FURNISH AND PLACE RAIL AND WIRE REVETMENT PER S. B. C.F.C.D. '` #4 TYP. STD. S. P. I/4, MODIFIED PER NOTE !J� BELOW RIGHT 3 49 49 ` •/ • • • 7,6„ 50 CONSTRUCT SAFETY WALK AND TYPE 26 CONCRETE BARRIER PER 48 CAL TRANS STD. 811-54 W a h 44 o BARS to 5/ CONSTRUCT TUBULAR HAND RAILING PER CALTRANS STD. 811-54 3 #7 a7 5 L = 154" �' V 52 PROTECT 30„ WATER MAIN PER DETAIL HEREON /8 /8 53 FURNISH AND PLACE GRAVEL BLANKET PER SPECS O ` „ M TYP. TYP. 8 - #4d BARS a7 /2" 3`-6" T YP. TYP. e BARS #' ' 5, SECT/ON �B-B = 6 L 9 45 SCALE /` = 3` NOTE A' S.B. C. F. C. D. STD. NO. S. P. //4 #4 's 9 /8 " SHALL BE MODIFIED TO PLACE RAILS AT 6' O. C. MAX. 2„ SYMETR/CAL CL R. ABOUT STA, 24-00 7 - 0` 7'-p„ • 6'6„ JOIN IF— c BARS ao #7 9 /0" 7'0 ' NOTE EXIST. CHANNEL 2 INVERT GRADE I. LONGITUDINAL STEEL SHALL 8E THEME A CL R. S FOR ROOF AND INVERT SLABS. / 2. SEE CAL TRANS STD. 080 A D83 FOR DETAILS AND INFORMATION NOT SHOWN ON THIS DETA/L. h 48 J. WINGWALL NOTES. A. CAL TRANS STD. D 86-A SHALL BE MODIFIED FOR VERTICAL SIDE WALLS AND THE INVERT APRON b BARS 7,6 SECTION 'C�- C THICKNESS SHALL BE INCREASED TO 9" THICK #7 a� /O SCALE: 1 ' = 3 WI TH 411 CLEAR OVER REINFORCING STEEL. 3 6 113.00" /2" GRAVEL BLANKET SHALL BE PLACED • UNDER W/NGWAL L S AND INVERT APRON. v LIMIT OF SAFETY WALK, BARRIER AND HAND RAILING o BARS #7 a-) 5 L=/5'-4" /5'- 8„ FLAT INVERT 3 3" 9`- 2 3 3 R.C.B. INVERT-) 24 N d TYP. 9 \ 30„ 8 GA. v, N N r STEEL CML v 53 N v ` h 6 4 Q W w4TER r , MAIN 2 of �p TOP OF TYPE 26 v CL R. SEC RON A M P. C.C. BARRIER v TYP. — I • • = •, • , SAFETY WALK SCALE: I" _ /`- p FS. SAFETY WALK [ 6" 2#5 �� p ENDS 2"CLR. 2 N v HAND RAIL DETAIL TYp 2'-° SCAL E : 112 0 " - " WATER MAIN PROTECT/ON - / - /O O NO SCALE NOTE 6" //'- 0 51 SEE CALTRANS STD. D80, 083, 811-54 AND 811-51 FOR ADDITIONAL DIMENSIONS '0'- ° f<EYWAY DETA/L 3 J AND DETAILS NOT SHOWN ON THIS DETA/L. Z \ NO SCALE UNLESS OTHERWISE SHOWN, ALL STEEL NOTE: � 4 SHALL BE 2 CLEAR. h Q ••• W � 11 SEE CALTRANS STD. 080, 083, B//-54 5/ Z v 4 'd; 6 AND 811-51 FOR ADDITIONAL DIMENSIONS Z (, J. 'Q� OPTION B AND DETAILS NOT SHOWN ON THIS DETA/L � Z Q 3 v ''v •, ', � �� PART/AL MONO- •„'-I I ' Z O L/TH/C POUR W17H p I F.S. SAFETY WALK , CONSTR. JOINT , • N #4 SEE PROF/L E N P T. 4 FOR ELEV. DESCRIPTION OF REVISION DATE #5 AT/2 SHO W i 5O v CITY ° Mk 6'- 0 LONG S =//4"IFT. 0 N Q APPROVED. `, :<< . o' v. _ v • -o , _ _ I SEE PROFIL E v F. S. SAFETY WALK SEE CALTRANS STD. ' - P #4 SHT. 4 FOR ELEV. OPT/ON B CITY OF RANCH® C�c�MONGA #4 CONSTR, JOINT . . . h a •\. :° ° 811- 54 FOR ADDITIONAL _ ,t .,D 50 ; UTILITY/TY • �2 #f 5 AT/2'� UT/L/TY OPEN/NGS —` v I S_ //4 / FT. - - ` �.' ° - OPEN/NG a TYPICAL REOU/RED., • 0 #4 d O v ' . D '' DETAILS v . v , ' ' - Q . M v SEE CALTRANS STD. B//-54 Q � 0 P °' 2-0 - 2'- Q„ ROUGHEN , SURFACE 1 s -� ,9. ;A , v #4 fir , FOR UTILITY OPENINGS REO. p a % n -' 000IF n PLACE KEYWAY ALTA L OMA CHANNEL v ,d c N D' : v 4 v o :°r• - ° v , ' n ROUGHEN SURFACE o '. - _P _ _ a ri o PER DETAIL PLACE KEYWAY ' ' `'' . , - r ROOF R.C.B. o , FOR OPT/ON B IF r , '� p _ W a � v FOR OPT. /ON. B, ROOF R.C.B. D' AT LEMON AVENUE PER DETAIL ` v , v , v - P . lit , •• . ' v ,� 2,6„ , APPROVED BY: DATE:o SOUTH SAFETY WALK DETA/L ' 6 '- Z'6 " ' _ 6 NORTH SAFETY WALK DETA /L CITY ENGINEER RC.ENo.Z3 „ 1'6 DESIGN PLANS PREPARED BY'- RECOMMEND # 4 „ L/M/TS: 12+54. 11 T O /2+69. 75 LEMON AVE. #48 e /8" Q,9„ #4 � /8 ' 6 #4 � /B. LIMITS: /2 f 54. // TO /2 -� 69. 75 L EMO/v AVE. p SCALE: 3/4` _ / - 0" 3" SCALE 3/4 " _ /`-0" DRAWN SHEET OPT/ON A : FULL MONOLITHIC POUR C.R. P. CONSULTIN IL ENGINEERS (o OF I CHECKED DRAWING NO. _ .C.E. NO 14526 N.W. T. DATE -2 -8 FILE NO 1050 ARCH/BALD AVENUE GENERAL /!VOTES 9 /. STRIPING AND MARKINGS SHALL CONFORM TO CHAPTER 6 OF THE JULY /984 6. STOP SIGN RELOCATION SHALL BE BY DIRECT/ON OF THE ENGINEER. SEE ARCH18ALD AVE. PLANS FOR CALTRANS TRAFFIC MANUAL, THE SPECIFICATIONS AND THE CITY OF 7 PAVEMENT MARK/NG STENCILS SHALL MATCH CITY STENCILS . STRIPING AND SIGNING OTHER RANCHO CUCAMONGA STENCIL AND STRIPING DIMENSIONS. - THAN SHOWN ON THESE PLANS. 2. SEE STRIPING AND SIGNING LEGEND, THIS SHEET. 8. NEW SIGN POSTS SHALL BE 4"x 4" REDWOOD PAINTED BROWN . J. ALL EXIST/NG STRIPING AND PAVEMENT MARK/NGS NOT /N CONFORMANCE a WITH THESE PLANS SHALL BE REMOVED BY WET OR VACUUM SANDBLAST/NG. 9. ALL PA/NT/NG SHALL BE DONE WITH TWO PA/NT APPLICATIONS. THE SECOND COAT SHALL BE APPLIED 7 DAYS AFTER THE /N/TIAL COAT. 4. SIGNING SHALL CONFORM TO CHAPTER 4 OF THE CALTRANS TRAFFIC MANUAL; CALTRANS STD. PLANS S4I-3, S42-I5, S43-A, 544-7, A20-A, A20-8, THE SPECIFICATIONS AND CITY OF RANCHO CUCAMONGA STD. PLANS 5. SIGNS TO BE REMOVED SHALL BE DELIVERED TO THE CITY OF RANCHO CUCAMONGA. LEMON tQLONDON AVE. AVENUE S.N.S. Ta, � 9' /8' 4 SCALE: IF" = 40C/TY OFR.C. 36 28 6'_ � 6 30 30 4 50 42 3 4-07 ARCH/BALD R I NEW HOMES GUIDE O O 4 —� h 4 W 63 a I C5(�r) 1.1. 3 , Z `0 /2"w hj R/Jill 5 AV a � � 61 /2"w d N 3 3 h 2 _ 1 J N N N �� . .. 300 ... � - N D.Y. 2 3 4 5 D.Y. 6 7 4." �' /0 (4" Y) 4" Y J 0 D.Y. - - - ., r ... t--�-- —r-- Ate ;--1� • —M—» �-► - -r— -'�"�—--�—----, ��ll N 2 O N 8 / 2 N4„ w N N 4" w 8 w Ii2 w a h o 3 h Q t h W O3 4 N.3. N .i O 6+/7. 60 BOJ O Ot 00 LEMON AVE. `n W h N + Mro OO i O a O O N0� 34-00 ARCH/BALD 3 0 3 p 3 M O W �0 4 J h O 5 7 4 4 7 7 20' TYPE L 4 TYPE N/ 6 4 4 44 5' 36' 36' 50' - 50' R4I �` ' 50 7 ALTA LOMA CHANNEL PH/L/PS �l/AY o LEMON AVENUE 3018 - R/ _ 3 d ' 2 + W W 6 o� .� h N � 2 N � � , 2 N N 12 w N + STRIPING A SIGNING LEGEND -- ,- I i �J O _ ,1.2 _ 4� Y /6 /7 4 Y /8 4 Y /9 (4 YJ 4 Y T �lJ „ ' It „ ^. EX/ST/NG NEW DESCRIPTION Q ji N 4 w 4 w 4 N w N1 S F (D.Y.J O.Y. DOUBLE YELLOW R 26 S) o a 3 (/2” W f /2”W CWD-96WNESO 12 t 80.93 /7t 88.48 p /2�� WH/TE 5 WATEM/N. �r /N T. SUR. INE p y GROUND COVER CHANNEL N 8"W 8” w ND STR/P/NG ( J 8 WH/TE N CONSTRUCT/ON NOTES „Y "? �� PER CITY STD. J � \ � � O 7 , (4 I 4 Y 4 YELLOW NO. 407 W b2zO / EX/ST/NG STRIP/NG OR PVMT. LEGEND TO REMAIN /N PLACE. (4 W) 4" W il 4" WH/TE �- PAINT NEW LINE AS INDICATED ON PLANS. 7 3 3 PA/NT NEW PAVEMENT LEGEND. 7 7 O (4" Y) _ _. 4 Y_ _ 4" YELLOW j (D— EXIST/NG SIGN TO REMAIN /N PLACE. SEE CITY HERMOSA AVE. 5 RELOCATE EX/ST/NG SIGNING AS DIRECTED BY ENG/NEER DARTMOUTH AVE. . 6' TURN ARROWS STD. NO. 406 p (D— REMOVE EXIST/NG SIGN/NG. 4 /8' /g' / OJ / ' 32 7 INSTALL NEW SIGNING. - "A -' `' - Q 0 8 HEAD LEGEND � 30 141 3 LEMON AVENUE � �, 44 �8-�--- REPAINT EX/ST/NG LINE c OC-T W © F21 8' "ONLY" LEGEND 61 RI `6 ° O — d © D 8 "STOP" LEGEND ON , 2 /2 2 25 t 95.99-L EMON AVE. SIGN ON 2 W000 POSTS LQ� N 3 4-00.00 -HERMOSA DESCRIPTION OF REVISION DATE CITY J O 20 4 Y _ 2 4 Y 22 _ ?3 4 Y X24 25 4 Y APPROVED. � � SIGN ON LIGHT OR SIGNAL POLE �J CITY OF RANCHO CUUMMONGA _U FLT SIGN ON METAL CHANNEL POST �I \ � � SIGNING AND STRIPING PLAN EF w SIGN ON WOOD POST O p o 3 20-1-86.48 ` ap-4 ., 3 3 L EMON ,A VENUE .1 yv Ov 00 W-//, R26, 'K' , W8/, R/, TYPE L SIGN AND MARKER CODE h �.�' p W W 4 ARCH/BALD AVE. TO HERMOSA AVE. NUMBERS PER CALTRANSo O + 3 N NZ � o TRAFFIC MANUAL N z �, o,� Q APPROVED BY: DATE: �O W 7 + y CITY ENGINEE RC.E NO. 23P1 V DESIGN U PLANS PREPARED BY: R NDED W L DRAWN D SHEET C.R.P. CONSULTIN ;UZE. NO14526 EERS 11 OF I I CHECKED DRAWING NO. N. W. T. DATE /" Z "8 FILE NO 1050- P