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HomeMy WebLinkAbout1315 Beach Mark: 4? "Brass Cap al Ld .57-1ersec//or7 Vicforia 9/ reef ars/Ea5f A;1&17VICTORIA STREET IMPROVEMENT PROJECT . CONSTRUCTION NOTES Construct curb and gutter per City Std. No. 303. ESTIMATE OF QUANTITIES Construct drive approach (W as shown) per Vity Std. No. 305 . Q 1. L.S. Clearing and grubbing. 5;1 maX. 3�. ---Construct curb return, spandrel and cross gutter per City Std. No. 308 (X = 3' ) . 2. 840 Tons Asphalt concrete pavement and overlay. GENERAL NOTES Construct 3" asphalt concrete pavement over 4" aggregate base . 3. 13,248 S.F. Asphalt concrete pavement and berm removal. 2' q•• > ::= f •: c;'.; : q • .: :; 55.. ---Construct variable thickness asphalt concrete overlay (3/4" min. ) . All work shall conform to the City of Rancho Cucamonga Standard Drawing 6�. --Sawcut existing pavement to neat, straight edge. 4. 1, 146 S.F. Cross gutter, spandrel and curb return. �, ¢ / and the Standard Specifications for Public Works Construction ( Green Book), 7�. ---Remove existing pavement. 5. 5, 385 S.F. Asphalt pavement cold planing. 1985 Edition with 1986 and 1987 Supplements. T ica/ ,Sec7tion Public and 8a. - Cold plane existing pavement per detail Sheet 1 of 5. JVP private utilities and substructures shown hereon are from available 6. 12 Ea. Adjust water valve cover to grade. Y•Ckr/a �'7'iref record data. The Contractor shall be responsible for protecting all utilitit 9�--Reconst. existing P.C.C. driveway. -----------_- 7. L.S. Traffic striping, signing and marking. ,S a- 37f9/. 7i .5'ia. 3Bf50 and substructures as shown within the Construction limits of This project Reconst. asphalt concrete driveway. nv/ scQ/e and shall be responsible for any damage as a result of construction operation. 11 Remove existing A.C. berm. 8. 1,002 L.F. P.C.C. curb and gutter. The Contractor shall notify Underground Service Alert 1-800-422-4123 and the following utilities two (2) working days prior to construction or regordin 12 Adjust water valve cover to grade. 9. 3,039 S.F. P.C.C. drive approach. ' 3.3 any problems: 10. 332 Tons Construct crushed aggregate base . ,?' So. California Edison (714) 947-8226 I ��y�r. 7(o ar /� yam,. 6 yQr• So. California Gas Co. (714) 798-7739 4+. ' Gen. Telephone Co. (1-800-422-4123) (714) 949-8008 11. 770 S.F. Asphalt concrete driveway. Cucamonga County Water District (714) 987-2591 12. 2,952 S.F. P.C.C. driveway. pJ�' ✓ Z ', j mQ�K For inspection and survey work for this project, the Contractor shall contact the Public Works Section at 989-1862 ext. 312, two (2) working days prior `'�� � Ex.�vem' 5 � 4•' }'�� to the required. ¢ ¢ OIno curb from Sts A permit shall be obtained from the City of Rancho, Cucamonga, Engineering VTyPiea/ gee hon 44 + 00 10 444 17) Deportment prior to any construction or encroachment within any City of r ViGYQria '/reef Rancho Cucamonga easement or right of way. Q :K57a. 38150/» ✓9ha. 39,1-751 ,�7`4• ¢1,6D4;Ao SA4.44-701/7 The Contractor shall notify the San Bernardino Sheriff's Department, the Foothill y/ h�and Q Ayers ,O , /7.� Ai , Fire District and any affected School District - 72 hours prior io construction ,9 .33 3 indicating any detours and/ or road closures. 2. //' Z' 5,1 max. m0 GENERAL NOTES T;p rO �4 ?. T J �� ;+ f'.,f SIGNING AND STRIPING �f 5 All details and dimensions for traffic signs and the installation thereof ' �T/��e/ shall conform to the Caltrans Sign Specifications, Traffic Manual, and Vicfor/a Typical ,S'eC/io/� Maintenance Manual. gee �'/,eef ,,i 6 .S&L-, eef 30 6 yiG�oria ,S�ieef New and relocated signs shall be installed using green non-perforated S7�t.99f7 ><D 4/100 Unistrut posts and anchor sleeves except as noted. Sign posts shall be $ g sheets 5 & 6 •/'6 f,'ir 5: i .S�r; i hvt 4 Scale sign(s) 3/4" x 1 3/4" and of sufficient length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor sleeve and provide 7 /a" feet of clearance between finished grade and the bottom of the sign(s). The anchor sleeve shall extend 1 to 2 inches above finished grade and shall be 2" x 2" by 30" long. Post shall be attached to the anchor i sleeve utilizing Unistrut corner bolts or two Unistrut drive rivets at eel 20 13 right angles to each other. Attach signs to post using the drive rivets �I /G' YAr. 4� Yom,- 2� or other City approve¢ techniques. Install R26, R26(S) and Neighborhood r hatch signs on green 12 foot U-channel posts when street light poles are Q I i not available. Avenve Painting procedures for striping and pavement markings shall conform to the Standard Specifications for Public Works Construction, 1988 Edition and UW-f6 I I owing provi si ons: � S � �•• ?:� a. faint, pavement markers and all details and dimensions for traffic stripes and markings shall conform to Caltrans Standard ica/ S'eefionTyP Specifications, Traffic Manual " and Maintenance Manual unless L o erw se noted. Pavement legeFds shall conform to City of Rancho IS _WCT0r �jree� Cucamonga's maintenance stencils. f/ /n,5 7 " fa. fS0 740 5 6 N. Existing traffic stripes and markings that do not conform to the Q ,S�a 44 7 og9t 5�L S/ 00 plans shall be removed by wet sandblasting. `N e ' r rQ c. The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness L; ore, � � � � � 33 .33 and accuracy thereof to the satisfaction of the City Engineer. v >� Vicinify o�d Ina�ex Mao` // 22' 20� d. Spotting shall be completed and approved prior to removal of any 0707 A0 SGale - ?0O', �'f,• existing stripes. Existing stripes and markings shall be removed `C -T18 �o ��9• Z�\� prior to painting new ones, but in no case shall any section of I ° I 4 street be left without proper striping for more than 24 hours, or \O ; L_ 4' Co over weekends or holidays. Typical 5ecfion V%C�Oria .57{rceT S'/a. 49/75 740 5 o scab ' /¢' /5' a' DESCRIPTION OF REVISION DATE CITY APPROVED Grind E . • P vern'� 8 ' s - ><o23 CITY OF RANCHO CUCA�iII�ONGA fx.Lip of Chi' Gr�r�d ES � _ _ e Pa ve x M/ o/o' fi . .Shee - _ a.00' 5 Victoria 51ree f L OGb' T /ca/ .S'ecfion � 3 Easy Avenue Easf Avenue to 22001Ea5f J V Aoyva .Slree� EQSf Aver�ve �,OFEss/O C �fa. 39t42.90io 51a. 401.5(.90 �� 5g N. APPROVED BY: DATE: CITY ENGINEER RC.E N0. 22 9 Co%� P/arse De�Q// m DESIGN RECOMMENDED Lr W M.. fNT�00 � r�vrl/e-C.E1L. 5. Inc. // / NOTE• 6 K.N. /-. ' ,17,P/ /,0 SGa C * Ravel"?s CO ly7e✓'ee 4r&?Ier CONTRACTOR SHALL POSSESS A CLASS 'A LICENSE, (GENERAL ENGINEERING CONTRACTOR), IN �► DRAWN 9Q36 01Z1q n4 �v�'r�/00 SHEET !� Kan c o Cv�p� nq 7/7,310ANOACCORDANCE PROFESSIIONS CODEITH THE PRSECTIONSOF 7000TET SEQrHE RANDORULESIANOSE LAW REGULATIONSfORNIA ADOPTEDUSINESSPURSUANT qrF'CAl �` cHEc�A•C• Te/e/v one/Vo.:p7>4 �04. 89-29Zt DRAWING NO F) THERETO AT THE TIME THIS CONTRACT IS AWARDED. yJ, pimo b� o ,....-_..-__.»- __.,_._r'..-.��. �..>,.._..' -- __ Ur u!'l� _ . 3 e L 3 . , • _ _ e _,.. . , < , . .. . DU 1 . - X. l`' f r0 l° QUO. 1� i 1 : - t .� , . t .f . ... , , - . _i i. ... - ... ,. ... ,. ., , ,. .., ; e - ._,..... -o .a` _1.. .-.t... .: ,e . ...1 ..-i .; _ --j. .I j. . , , , i : . : : > : ; !"'�,y� Z•rpt e . _� -e - - : '� J 1 • t ' 1 •-r �� JQ _ ... • - ` _ .. - ." : . 1 i 1 i $t ��- , . f• I d _ . . . , < 'G fl�r°b` _- . ,� - G ' . �, ;. < : a °�1 _ � G _ . - . e . 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N I; . .. 1 // rr�.Xfvra /' //,�f'reet frees s�ia//6e r 0 •� 4j 0 R. + , r 3.Bac - p a t} 0t Cr �j \ ' �1 ,� �9 �e recornr.�en�/afg�,? o• ark agronornie soi/s rePorf Q N N fvrr7i5he /o ¢he G/ -4"s ec?nr. *I 4.1 v I b k •) V * a h � J4 '` NW 1 4•No .Sfrce�ih-ee Sha// be/„/an/ed where Ae cen/er al'*e ^ -11 Q is N �; 0 4' G /t d 5� ,�, Y 15 Trvnk /s closer ,iAar,/_�iree fee/(.5�/o ffie fie of'ew4 M v v x'11 If 1 V Z 1.1�1� h i 1 � I NW �1 v /e55 of�i erwi,5C ,_7oTt✓oo1. \ '�k� * -'k % ' i. �- sy v ;_ �( y, A .Al 5'trgCr fi ees are su6I /o spec/ion Q acce�okt7cC I ,� h k W ? // 1L l6 -� br/he Ci 'Y'5 xvin eerr. /I ro �. `{. % • ;• .. �_ (�� t n \ - - X - - _ - _- _ . - -- _ �- _ _- --- _ -, Tils- --_ _ - -- - - _ _._ - - �:-- - - - _, - --- - - - - 12 �_ � - - - _ _ - - t' � .t ti, } 17 - a - 0 �� - 5 4o ¢ - - -- - - --- N \ - - - - - 1 / G - -- e _ _ i t_ _ a 3 _ N 9 'W acs _ .0 47 _ a V - A yyO" --�_- 5 N 2 4 % 7 `\0 4 (0 8 7 m N t^'� 12 & 7 4- 7 12 �t �= I� 4 �1 z G' _ I w h 4 --.- - - - -- -- -- - - - - - - - n X. Gr U �`` I L _ s � - Q' .- • , - x !/ ` m -� / JO/t r '� ,�_ :v: Y A �' I 5 •1. 7f�� 1'�/ �G 3 ^ R3i 9j Je r►` 9 � -J h i t`,,I _.c Y 9 IJ 'n� .W X �ConS/ruc/ior� No/es Confinved Fu 5>! Gf 1 ( I .may %. 8 _I_ , �rV h' :X I `�- 9 ' hr N NIiV L 1 i3 In5/a/l5/reef Lryh/ 5800 Lv,-nen f/�5V By S.C•E., �al'Wan�Coora/inaleol By ,Peve%neer. I e s Wewa S� . 3a s 2 ti v h 4 Co rucf P.C. / / er Ci/ d 5' 4 i r W _ s •9 �I• v c h . � 4 � Q o'n '� g I,b n W I 3 � `� � 15 Rerrtove Por/ion o/� Exis/in B/oc.� !'va// h/i/her f`i C.� .P' h� off' 1Na orad re oce end. `Y c I e � 32� �,� � 1 a 3 h � � 9 y 9 y f � � 1 ti� -i y •`� 1 Tris/all /56a/. 5b(fcf Trees vern15 I/ex a/ 00 D.-C . ,er Sfree/Trees Cons7�-uc71ior� �V07'C5 .�/ereO7. � h % Z Z 2 -� Z Z �S� Z Z o 'Q •�_ 2 Z � = I- h � $ u o 1 k I � � V � D /D o � 0 1 p � W , 'a 4- ) '1 '� v tr % `1: t � � � $ O V -% V oc W � Ins/a//eon 5fi-eef Lr9hf) 5 ree/ Trees Adore,/5idew.-Jk `0 o n � o l $ ,?einoved Por/%on of Wa// /or /33102 yc%ria Sfreef♦ 7 G-�� A 38t✓�D Be in�C. � � � -` , `% I \ o T er Over/a `D b � � C o � � � `r0 i � DESCRIPTION OF RE VIS ION DATE APP OVEO P y a o ; � . k 0 of 'i b ^� X � > � 4 . it k h ; � � o �� � t CITY OF RANCHO CUCAMONG V cr v v h V \�� '�► W o `�.' ' v v h k h P/an Pro fi"le k � CONSTRUCTION NOTES � k h �, � � W � W W � �� - W W W W W 1. Construct curb and utter r Cit Std. No. 303. Yletor/Q J�f�''�"'ef a--- 9 Pe Y i CURB CURVE DATA --Construct drive approach (W as shown) per City Std. No. 305 . o fe . Eagf Avenve fo 2200 4ca5T iv . . 3e. ---Construct curb return, spandrel and cross guttFr per City Std. No. _ 308 (X - 3 ' ) . �QFEsere�{►,� .See .f`ieef / o�6 for' General /Uofes, 1�. - R 35 . 00 4. Construct 3" asphalt concrete pavement over 4" aggregate base. 1- ' E , l r L,r, 0 90° 05 ' 16" " �sf/J�JQTC OT Q!/a/'IT/T/P5� Berroh Marg APPROVED EiY: DATE: / L 55 . 03 5�. -•--Construct variable thickness asphalt concrete overlay (3/4 min. ) . :' 1 � CITY ENGINEER RC.E N0. 2Z�97 T 35 .05 ' (D-Sawcut existing pavement to neat, straight edge. � T Pleal 5eclion3. DESIGN - _ c. / 5 RECOMMENDED Construction contractor agrees that in accordance with generally accepted construction 2 R = 35 . 00 ' 7 . Remove existing pavement. e. ./C Lr�Vr//e G/L, l�C M& practices,construction contractor will be required to assume sole and complete responsibility'for = o " /V Q 8 9 5 4 4 9 � 93 # Na vert Commerce Ceder job site conditions during the course of construction of the project, including safety of all persons , 8O. •--Cold plane existing pavement per detail Sheet 1 Of S. DRAWN 9035 fkv4n Avenge 5bi/e 1A9 SHEET Cdifcxnia Co�x�cil L 5 4 . 9 3 h G. � and property: that this requirement shall be made to apply continuously and not be limited to /Pa c o ue�g$rnorr Ca. 9/T�0 OfCitlilEnt inear T 34 . 95 9• Reconst. existing P.C.C. driveway. q VI G.A.C. Tale horeNo.:174999-3922 2 6 normal working hours, and construction contractor further agrees to defend, indemnify and hold 9 � /° t OF design professional harmless from any and all liability, real or alleged, in connection with the &Landkmve wi 1( 0}--R@COI1st. asphalt concrete driveway. �OF �rf�` ,�,.,, �. B-ZZ-� CHECKED �J R OZD?�D DRAWING N0. performance of work on this project, excepting liability arising from the sole negligence of design v i �A 13 15 11 Remove existin A.C. berm. 12 Ad ust wafer valve cover to . rode. � LL,, e""` "V'�-"° ° professional. g j � enne i vi//e a Nq DATE L-8-B� FIL NOVf49- o o ,cr m �` Malch Zine .dee * .Sh�f 2a7' _5 . " O i �i 4 4 � � . nc� Z ° ° ' ' r - T S:. a. ° I MaICJ7 Lime .ice J;heef e 0/" � n. F,. . � ,.. . F ° o - -- --- ....>.....�.._......._...... � �._. ».......___......-_�...-.._._.__ ....._.,................._...-»...._._.__._..._...»_ o m ° - .,, c .M.// I .ka , - L ¢ice _ - _ � 7 ° m n - - y 7Cv O m v �'f \ I I _ .. - - ; /, `� C rp O f' •..• a.. .. .1 111 < . . .. . . - a... ... . '-1 ••n 7 rp � n 2 ir%$ a .- R 3 °c o oa A.7AMS XE�r.Q.TEI41. 1.>.., . ......... 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A p. . f . 4/t 98. fa. 42 t I.5 .iia. 4.5*W-,e .54.. 49 t 08.7 _Pro file 5ca/es Vert DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAI ONGA Profi/e Victoria 95 reef Driveway Approach s v OFESSIO ��Q ���►�` APPROVED BY: DATE: ,o CITY ENGINEER (J) / RCE. NO.ZZ 9� � �, m DESIGN L In Ville . 1E L.5 Inc. RECOMMENDED ,3o e9 * k N,L- 9035CHo�an✓CrnncvccnC DRAWN cer��Seur /DD SHEET e °� u �7_ y98-35%?o ¢ of 6 OF CAI�� CHECKED .,/ DRAWING N0. ffff ronZ;n✓TTS-�i5o � ATE G-H : - E 13 15 AL� -89 IL OtuCZ e