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HomeMy WebLinkAbout1009 GENERAL NOTES IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES BENCH MARK o 1. All work shall be done in accordance with these plans, the City of BENCH MARK NO. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public UNIT QU�'cl�/ T/Ty ,3 n3 GOIYSTRUCT/o/V �oTE✓�' (Gond•) AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. HAVEN Works Construction - current edition. Contractor shall be familiar �- CONST. 4" A. C. OVER 4" AGGREGATE BASE . ----- --- - ---- - ---- - ,rte- , f' 1575, 2GJ 12,¢50 /9 C10Nsr. WGy,81AS11V03p" grr15 • Oilva•No• .SW(w V10y"Iy4m)• ---- ----- / Eft. & 83, FT. N. 19TH ST. , SET with and shall be responsible for adherance to these Standards and " DRIVE PIN w/C.S. TAG IN TOP Specifications. a2 -- CONST. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 20 �N✓`PGo�►tGOE�°fZE55lA'✓ �rtSE 3 I"EiWTYyTd•��ti'6No.SlB• - ---- - -- -- / 6*iE• AT THE E. END ­OF A HEAD WALL 306 (W=50 ' ) , AND HANDICAP RAMPS W/SIDEWALK PER CITY OF � MFOR 3-24" CMP--ELEV. 1430.686 2/ � ovE �x/s . cvp,3 /tn�a�uTT�,e.- --• - • • - ------- ---------•- ---• • -----•- --•- /76 G.A: 2. All pipelines or substructures of any kind, telephone or power poles, RANCHO CUCAMONGA STD. 310. (CONTRACTOR SHALL PULL ---- ------- �' 2 T water meters, valves, fire hydrants, etc. shown or not shown on these SEPARATE PERMIT FROM ENGINEERING DEPT. ) 22 /1EM0y6 gX/511. -G ,4Na q4tz059-G(/TT44;Z• --- - -- '- --- ' - --- - ' - 66� 5• plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected �3>--- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. ---- --- L. F 660 Q AS- f1G.p1Ay4ME1VT - - - - --------- --- ---- - - -- /iTBJ 5,1- in ,Fin place as required at no cost to the City of Rancho Cucamonga. CONST.. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. NO. 1. -- - - - - - L• F '775 f 97 ®-- GEST cyrefy"/N ig/FE/1G/J'Y &J'd, vmG. LA0. 502 (yYV PEIe/"44 EA• 3. Any contractor performing work on this project shall familiarize him- 2S Cqw.. LOC,�tG0"P4AG/T}'y1b!>�'�'G•/K�••5/8.------------ -- / 5�t• self with the site and shall be solely responsible for any damage to oy CONST. 8" CURB ONLY PER CITY STD. DWG. NO. 301 . -- ---- ----- - -- - G• F existing facilities resulting directly or indirectly from his opera- --REMOVEE"var. RG,C- /MV"e0VeA1E/Vr.9 70NWr 655r EACp,4/V-W/V . 01,VrA5 tions, whether or not such facilities are shown on these plans. O-- CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. =- - ---- - 5. !NK/NV- - ---- - - - -- -- - -- - --- - --- - - 4, A permit shall be obtained from the City of Rancho Cucamonga Engineering 663 27 �5r JX/RG fJ/1N/1/CiWRr1MPPEi`�l1ET G0//TN/✓ 6WC-C-r: --- -- ---- -- ----- -- / fait- Department prior to any encroachment or construction within City of 7�- CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, MODIFI.ED.�- Rancho Cucamonga easement or right-of-way. ® l�jUlOyE E>4/5r f?G,G. 5/pEln/CtGK ----- •-- ---• -• •- --• •- •-- -- -••-••••-•-••-••• 500 SF �-- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. - - - �- - --- -- --- �i4• 2 • 5. All grade stakes shall be set by the Contractor or Engineer. Paving sourHsw rAus� Q.R stakes shall be set at all hinge points, edge of pavement points 0--- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVEMENT.----- r---- - L. F /6-5 within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer O - INSTALL 2"X6" REDWOOD HEADER AT EDGE OF PAVEMENT. -­­ ­ ­­ as AVEMENT. -- -- --- -----as needed at warped or vertical curve areas. INSTALL STREET LIGHTS, 9500 A • 04 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. /Q REMOVE EXIST. BARRICADE.- ---- --- - - --- -- ------- - -. ----- - - L•F //O s crni� Ra10 7. Compaction tests of embankment construction, trench backfill , com- /3 - INSTALL BARRICADE PER CITY STD. NO. 404 AND CONST. _ - - - - -- - - -- L F (30 I pacting original ground and all sub-grades. shall be performed at no TEMPORARY PAVEMENT PER CITY STD. NO. 405. cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval /g CONS•77; LCT PA/; KZX ty CuLve,�' PLR C )r OPR/t/vCHO CLC,11M0/�KN sT,0, Mo. 5063 ---- L, /9C$ li prior to the placement of base materials and/or surfacing. S/Z� JAR /�L/tN P�Gv/�=' u tio��rP 2 sT.Q.tloA.eOs DE/i�GOPe-, AyTN� /Ty ,f&.0 TO Tf/E C/Ty - 8. At the completion of paving, a materials report shall be submitted to 507. ---- -- L.F. 60 2 r� the City Engineer. Lising all tests or determinations completed to J yf�W PA. verify stability oil content and Gradation of asphalt Paving 1:;LQCE7 .5TRHH7- 72?EES PER .5717. >W(5 N9 601 ---------------------- � 85 9. Prior to ].nstallatic,t of any paving . a materials report shall be 2 y a� /267 submitted to the City Engineer . Listing all tests or determinations i ti completed to verify: + sieve analysis and sand equivalent of r lay��r aggregate base. 4- �PAP�9''/y1iN, 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) - 44' 4 43/IE�T 3 11. When improvements are to be placed on native soil which consists of a II' 27' GG27' I�� KEY MAP rocky material, the sub-grade shall be prepared by removing all rocks a soo ,000 ,soo which protrude above the sub=grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native 6� czx�63yr4�c/�s LEVEL LINE material. s 0-4-2' 0.73' 0.30' p.42' C ----- _ --- -- -�-- -- - y--- � - ' 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant r� 2:t9,- �"'�� ' --�P.� ?-?g� �.,•� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement //ti/dOX 0C SNE�Ts width prior to paving. G//URGN 6T. 2�3 13. Estimate of quantities is provided by the Engineer only for the con- EGM AVO. 3f4 venience of the developer, the contractor shall make his own deter- 7-/TL0 5lNe67- J mination of construction quantities before submitting a bid. Any . -- item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the OX/5 vree-07- !Mfle0>/ E?C/fir S7RE6T iMPaov Ivor-O other items of work. I olit rR. mob• /23/9 RAMS A' W 6 .3E 1,6WY/_Jwa� CURB T Y P I C A L �_ECTION /5/fE0 Ih'A/�/SYERSE,a /4x1514. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. IFftRA VISTA_ PAKKWA R/w N•T5• � j •� rr 15. City approval of plans does not relieve the developer from responsibility 67' for the correction of error and omission discovered during construction. R/W FR/W /�i40it� 4 !MA' V�MG`1Y7 - 3to Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, _5d 44+ G3' orderly state, throughout construction. Site shall be cleaned upon 171 2�• 6' G' 27' lit request of the inspector. --- fZ/TU� <g��l/CT70rt/ I i� Ito ' I� ' 1 I � � ,yE/t. G' �• /O' �` /� • /O` • �i /i , 17. Native soil to be scarified or ripped between median curbs �,R1E5 i� �. vz�6s O. MI . N. . �,• prior to 4 fill placement. 0.5 MIN. / I ' LEVEL LINE S 0.5y 0.�3' o.a7, / � tat ¢' �1/EL a�2 a s9 �1.._ t�lcK 18. Contact all Utility Companies as required, 48 hours prior to r � 7 excavation. Provided for your convenience are the following; � 1 iL�-- •��__^��--�249 11 ':••, __ A. San Gabriel Valley Municipal Water District 5E� ARK f9Y Mr. Bob Stallings (213) 969-2718 hG�T�1/G AKOif/ ¢ _ 'for Base Line Road construction YPI��E SECTION OU�IL NANl7/CAF� RAMPOETA/L B. General Telephone (800) 422-4132 for underground service 3 V7-4-7 C. Southern California Gas Company (714) 529-2889 PRo� �o /MPKOY. �t/7ilFtC� IMPROV. 2191 E. Birch Street (714) 529-7070 ELM AVENUE Brea, CA 92621 Af7d60 cri'STR�1'/Q^' Nq'ss /Vo9. /7-V 4 a�stL�Wa�!r�°�rti'Wc+�: /�•�( TYPICAL SECTION r/ = o ,e- 7D 0y� INT ��r/�o� avcw5, '� ,�+,�,�¢.�Es�� l3 a'4�•�� D. Cucamonga County Water District (714) 987-2591IVA 9641 San Bernardino Road /7, � 5 !/✓,•►'1+t15.b. GINS 2-/� CHURCH STREET Rancho Cucamonga, CA 91730 2Q E. Metropolitan Water District (714) 593-7474 N.T.S. - Q AOGe°D/�AKKIZ'AYt7TA/G 'i-�I'86 S, j731 P.O. Box 54153 YAR/E5¢'Tbro' 7YA/ 4SG'To¢' T,1 _ 8O Los Angeles, CA 90054 r i ro" 6i' ", �•� ae' �� Telephone Company -� ' ESCRIPTIONof REVISION p p y (714) 999-5639 OATE APPROVE F. Pacific Tele � �vs-�.�''�' T`.E� CITY of RANCHO CUCAMONGA NOTICE S'�iygX�N na.crvY.•►r. 3/g"Cra Z,. � _ '/Z'2 4 ' %L,� -_�--t CONTRACTOR SHALL VERIFY ALL 4 5:5 7. r ,4, TRACT NNO . 12673 CONDITIONS AND DIMENSIONS �L•e AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER / .• I. PRIOR TO THE. COMMENCEMENT pA17KWAy DATA/G TITLE SHEET OF WORK. /V 7-0. nvor,65 PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR wiorE�E rsjr Joh,o sE5"a aas+anr z. w e C4175c.0�� e r r�,gsrQ���o�cE APPROVED 8Y ATE 11-Z-9(o THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY Priv-/C ^CWrs 60N3r' ivocrrffo. OTY ENGINEER -T/! RCE.No 23889 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- TYPICAL SECTION :AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- DESIGN MAdOLE AND ASSOCIATES, INC. RECOMM LADED NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 8' CURB FACE & 48' GUTTER c.�•,(3• Of SAN BERNARDINO COUNTY flGA ►e CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONSULTING CIVIL ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL7G DRAWN AND LAND PLANNING SHEET NO Tie , 543N.Mountain Are.,Suite 106 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS i G•�►! UPLAND CALIFORNIA91786 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE P ON?(714) �14rv-2�14�1 �F OF THE OWNER OR THE ENGINEER. �4PP1eOlIAL O,c' rf/�3� Q,Q,Q`t///(/6'S ODEs CHECKED RC.E. No %¢e/ DRAwING NO. N07 1A/C4UOQ 71A5 DSS/6DIf/ OF" .5/OC-14/ GXS; G• G A T E 11111Z04' . FILE • 1 1 ,q _ F t t - - -- - - } } - - - =•2 2' - - - - - - - -- - - BENCH MARK : BENCH MARK NO 96-B t iAT THE NW O HAVENAVE. & 1 i 1 ! ! ; i f IL= ' 3,, ' O G r- '- t t 19TH ST. ,,C44FFT.VW. VHAVEN - - - P / - / � 7 G G / 2 5 �- 7 1 ♦ y � .9 � f t & 83 FT N t-- 19TH ST , SET t t t t - / ; - - - - - - + - - - } -* - - } t DRIVE PIN w/C.S. TAG IN TOP } 0 , o } } } t t AT THE E. END OF A HEAD WALL t f 1 1 u - - - - — — OR 3-24 CMP--ELEV. 1430 686 � F t i - } � � � `�� pip t � � � � } � � i -7 _ �1 i I i 1 =UrURE TOP _77 if TW W1,14 fj 4 _J -�- - - -- - - - -- .. -- - + - - -- - -- l r � 1 1 D i ! 8 -- --r---,_.._`... � . �p �!- i t � �� � � � � -� t �. � '� � : TtQ �- } } t m� � + N + � } � t �► �t + � , t t ;- -t-fi--� t -� ;t r - - - -_ } ;� r` �. ! —tea_ ' �' 4 !\ ♦ \ ��`/ h2�(►� 1 l : 1 V 1 1 t• : , t ! h r — — _ ► - r o , t — -- t— — — _ — 24.5 -- ?- ` ♦ i i - } - + - - } - - - - - - - - -- - - t - } t - t - - 1 t t : :0 0 } fi } :- t l3j fi + 1 01 0 t R, V/ _ 125►�i. O L= ' - - ! - - - - l �/ A1o,/ 41,4 � 99'x_ � -� -� c^ : c r 111 � � � V O � I�'1//� /%�� T � ' t 1 , h , t N : N N N - }- - - - - -- - - -- - p --- I P. Com. S LY CURSZZ o Q13m i y r 2,65 . . . . . . • . . . C o. /7. �`+ 3 $ i } t f } - - -�- - - - - — - - - - ' I i� hh 8 5 m\ } } } } - - - - - - - - - - - - --t- - - - - - - I C11, Lk PROFILE ; ° + �— f a 224•��f' HOR. I"= 40 /4 /5 2" Ap b IVO. / 2073 IN _0 1-. C �gV5 , t 1 5,4 .��J \\ \►1 // ,�� `�� •� . � 9 JJ R=�.D' �2�A//r- 10' Q C ��cp •v,P I I I �� �, r^� 1 �ti � J � � �+t� t�� ._. •. /t/¢6'02'2D"K/ � u /.2¢� F� I` �� /2 9j TC d' f �Y 7,7.feel t Y - 7.2, 'Vo /2G y3 � > -a 82 � /'wiz/R� /MPROt/EMENTS ax 79 r¢ s .g s _ '� �DUrT y 10 ,^�'�• �, _ � — -- _ - _ STREET 14 go tr� I fit ��P y CONSTRUCTION NOTES ° i aR v46 0A 7A CONST. 4" A. C. OVER 4" AGGREGATE BASE nri Q G T RBMOY&D PA/t WAY CU VeA-r Qea. 9 /O.L♦7 i" �— f -I-1h�S S.� / \\ CONST. ANDHANDICAP OF RANCHO 10416 " l � (`3� 856 35.00 5/.97 32./2 DESCRIPTION of REVISION AT APPROVE y \` RANCHO CUCAMONGA STD. 310. (CONTRACTOR SHALL PULL �G 92°2340' 3S�' 50.4¢' 3�v.¢J' DATE E CITY of RANCHO CUCAMONGA PKC SEPARATE PERMIT FROM ENGINEERING DEPT. ) tCJJ> 95°00'09" 35.00' 58.03 38 20 ' G \_A��aj CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. NO. 1. O //°63'/B" //94.00' 24774 ' /24.32' l C CONST. 8" CURB ONLY PER CITY STD. DWG. NO. 301 . ¢'¢3''.�y" Ile '.00/ ✓8.97' 49.30' TRACT N _ 12673 IMPROVEMENT PLANS FOR © /G°¢5'35" /G�•OO' 20.25' 14-716' } I 6t�--- CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. © //'0 '02" /233•GYJ' 238.52' //O G4' O /9°44'65" /00•GY�' �34•¢y' /7•¢/' ° , „ 0�•�, �3, CHURCH STREET O 4- /O 2/ /2 87 43.93 1 �-- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVEMENT. O /8°//� 42" /0::>,00' 3/. 7/ /G O/' STA. 11+20.43 TO STA. 19+00.00 INSTALL 2"X6" REDWOOD HEADER AT EDGE OF PAVEMENT. O 25°58'28" /00.00' 45.33' 23.0 ' APPROVED BY DATE i z � ® /s4'o/'3z" /•oo' 2. 69' 4. 541 GTY ENGINEER -RCE.No 23889 I Il INSTALL STREET LIGHTS, 9500 LUM. 90°00'00" $.� ' /2.57' $.00 ' }' /2 REMOVE EXIST. BARRICADE. �o, /o *,Gq ,9" //67.00 ' 22�f•O.¢' //2.37' DESIGN AD EANDASSOCIATES, INC. RECOMM NDED , s• ,�, Of SAN BEHNAFiDINO COUNTY /g =497-two " FAr;? wi''�'r wz-vefRJ" PoR C/T r cr �t/� p � /W10/ CONSULTING CIVIL ENGINEERING �T/�Na,�,eo //��a•sob w 5 ';H= )) P.201�1D� GLE¢i(/OUlf PEr'G S>A.f/OA 20t r0 B�D�!/�GOPEO By DRgW N AND LAND PLANNING SH E�T T�� Gl rY SND TD r Gf r.4Ti/�� ��i'��>ti� G/Ty L�i[/G/NC-ee• 545 N.Mountain Ave.,Suite 05 /7 SrAGL 57_R�Er G/G/HT/ 275GN� R• W UPLAND CALIFORNIA 91788 2 0FA _ PHO (714) 94GO:-0949 NECKED RCE. No /4`B/ —� DRAWING NO. @�_5701 A T Pa WAY CULveRT GER c/7Y U� R /o C(KAllV1aMGA 0 A / S F I L E N o�2G'79� 1009 507 s 7 BENCH MARK : 4 4 4 4 -- — -- --- - - - } t .8 � BENCH MARK NO. 96-B - -- T - AT THE NWC OF HAVEN VE. & -- -- 19TH ST 44 FT. W. HAVEN t I Q /.4 4 & 83 FT. N. 19TH ST. , SET f � AT THE E. END OF A HEAD WALL m � 1 t i f f - - � � � � � �, N + � S , � FOR 3-24" CMP--ELEV. 1430. 686 ' lo p : 9-- — - - - - smft tttt— _ N rA 19, so4 U9 1111 willow T MAI .G � � o.o o� �' u N _ « ° N N 4 4e/ - - - -- -- -- -/ o 1' N -I+fQ o 1 i `, : 1 'I I Nk (2, 1 { 1 i i Q 8N I I _ L_ 14 71 ; , L._-to o0o willov ity - - - N N -- - - - S . � � { Iocffm N, f f I - — 1 PROFILE NOR. f 'VERT. I"=4' Q3 4 5 a 7 8 `� ch �' v�Q�/N w w PE,e PGoPG�D 6P.�0/xIc GN ' , o k � 7 R. N O 12 6 73 I d 1 �^M� 11 2 sx V� 1 1 N o �, o� y� F��3 2�s Q ►� �, 1 8ar w fit �ti 33 to `J o � y `►• goo' /V y if F � 2 O b� N v .Q t"� _ , O .s '� 1 11c� c�'tt y � 3 . _ . ,__ 2 •3a To '. ./ 9183 T� �2Ey32 a•� � • e � �� h H f I ¢ � � I � Q �� `�` ��,� � � ' ti "2.,x.07 /�.69 / q T Q � � 3 '` ~ � <r,> N � 5 ,p/�/N a/'t M•RsO. ,`, 1`� Z30 15 T R. I/O. /2 6 7 3 ' t L./N6 2-/ 0,*, , , y o C 2 , , 5 � a, '1r ONr, /Po h - / • 8/rc • 13 to ZZZZ= lip O — 69 lye - - — _ C/ '' /j 2� ` - - - q, AV 4`,57►� , 23�' _ `55, ` T Qg •9 is 7 daj 11v N 1 i � /V45°oZ � vj 1 ► �� �v _�� �\ �� \ �V lU GUrURE A M' O alj c /MPROv�MF�T5 r NU\N I Wim„ y�o9c Tc w�./MPRO \p AA F'� 2l1 .. / A VE .09 r�J /c w CcoMr� •r (jE c s ow6,No.5'o w v Re. 3 2T Go/vyr U/✓t1 HAAVI �'!"',C"VOrR/L /mc, 5,/11,5W,►LK. V V o �► s F: Q 11 1 S • � � � v l- Q J CI��1 13 ' t4GGL ►• I � I G �' '�� me e/�'r ick Ta PRE cc�5 r/ar 0 33►1 m 23 My✓��x�sr A•c.�.�kZ49,V . V �. `1 v� y ¢/• 22' 22 /I ► f/muiY'�Ti�✓tfT ��Pi�1Nr+ 3v�, ?�f C,waJ, �1ti`104*,v to/P� �'1ySrb UUwg No•502(`v 4YP�/�✓t/✓� O N y`N r U'Clf��J Av,5N(/E ANf� i�+`/ sTar• N 1 �" fi w 2S GONb j. %OC�4G l7Bp,�E55/ON Grt55"G"p6�wrY srd !7(rt5•/UO.✓c'l8• ' /2E✓!5� CNUi�'i`1✓��: �f FLJK,1 VE. r✓Eby'!N/8,25E'�lA�►�P M .S, v-I/ . . I • � � �( 0 �►� � eQ � �����:, `P �= 11.�1 � uN6 2-/ �xJ'EN5/eyV,/tb0&D cer�sTRl��ev�r ,vorss Nos. /P-� 8'46'9/ Z 26 /2,Move aiv-sr �G.c, aMov ov.waxry To N /�5r axvmvalcm✓olrr �,'26✓/5csp/'Rof/cS ft5/NOicq �v. C119V 46 ,OQTA DESCRIPTION of REVISION OATS APPROVE 4 �? L T CONSTRUCTION NOTES GNu 3 ® /10la14el/ ,Nf�, 3l 7,, /0.0/, CITY of RANCHO CUCAMONGA CH STREET !// TGG (N 2$ 26 1 .tea /�--- CONST. 4" A. C. OVER 4" AGGREGATE BASE O ����> B7?�t�"' 35.G 53/5` 33.2/' l�s�� ��� 93.00'„ oo' S�.B,' 3�:e8' TRACT N 12673 ¢�� CONST. DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. �`` p 192°06'39 ' g22•(�, 68' 236.56 ' IMPROVEMENT PLANS FOR 306 (W=50' ) , AND HANDICAP RAMPS W/SIDEWALK PER CITY OF 4\ N O ' Q a \ RANCHO CUCAMONGA STD. 310. (CONTRACTOR SHALL PULL a2°x'39 778' `f 'O2� d23 .90 ` ELM AVE. & CHURCH ST. — —� SEPARATE PERMIT FROM ENGINEERING DEPT. ) D Cr-) 87o4.3117 8.oo /2. 25 ?,6 9 2o.co ' 25.56 ' 9.0:0 ; STA. 19+00,00 TO TRACT BOUNDARY & CONST. 8 CURB WITH 24 GUTTER PER CITY STD. DWG. NO. 303. 0 - ' 1 STA. 5+01 .68 TO STA. 11 +19.91 CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. NO. 1. APPROVED 8Y ATE (J-Z-Z �g C0N5TFKUcT/oN /Vo TEs (coNT.) l RCE.No 23889 G CONST. $" CURB ONLY PER CITY STD. DWG. NO. 301 . \ � CITY ENGINEER �-C INSTALL' BARRICADE PER, CITY STD. NO. 404 AND CONST. �� �•� �7s ( --- CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. �-C TEMPORARY PAVEMENT PER CITY STD. NO. 405. DESIGN MADO NAND ARDIN TES, INC. RE COMM NCE v ,�.,�• OF SAN BERNARDINO COUNTY (' /g coNSTRucr /ztF�KwAf cULveAr� cIrY o/�I�✓'s/ t/0 ct Mo/`K 7 CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, MODIFIED ( SN � `�' DC!/rG•'P�O BY T'Y Y ,� CONSULTINGCIYILENGINEERING ` 5�Ly X-4 ' Sj,D. p. S6 zE f fZ F� /� PCO!//OE 'I'll IM-,'57-1 1.411171 f3C E Gtr *va r0 T e rJ Z360/2'V O rvg urye �✓.v�?,e. DRAWN AND LAND PLANNING SH �ET CffURGH 5T-l�?E�T (63t-i X167 /" �Kµ�✓tY cUG�l RT Pwc G/r`/ Cpf�NGNO C *_-^MONCA 545 N.Mountain Ave.,Sults_ los �-- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . l5 STb. /�k�• 507. fZ, W, UPLAND CALIFORNIA91768 3 OF 5 0 0--- /�tl37ALG j,2EEJLU/1'1. PNON�(714 RCE -NO. ���� IL /O - INSTALL 2"X6" REDWOOD HEADER AT EDGE OF PAVEMENT. /B / i NECKED RCE. No•��B/ DRAWING N0. G.H. OAT S FILE No./ 6- IOQ,9 INSTALL STREET LIGHTS, 9500 LUM. {3f, { {'f ► t : ` ` BENCH MARKO BENCH MARK NO. 96-B t t 1 t t t -� t t t ; t AT THE NWC OF HAVEN AVE. & 1. I I - - - - 1 « : i -- - t - 1 }- - t - + - -t t t + t 19TH ST. , 44 FT. W. i � t �. HAVEN -1 & 8 3 FT. N. `P. 19TH ST. , SET i ♦ _ I t : DRIVE PIN W/C.S. TAG IN TOP i 1 _ i i - � AT THE E. END OF AHE 4 `�' &/4 a,/A- t 1 AD WALL } t ; t ; I FOR 3-24" CMP--ELEV. 1430.-686 i i t t t t t r t ± t c G; j , i I { Ltd /tit R — - -� N C t . 3 i t1+1 TIMR 6) N , , 255 5� I t r I t • , 1 r Ex : r. aunio : _�___ t -- - -- - --- - - t - - j - .Oy; RA�,E Lq • 1255 2 59v . . . . . . . . . . . : �• L=5/.40 t __ t _ ' t _ ! • t t + + *4-Y Raw .. : t W )=UT*RE v v . . exp 70P5'LY .CURB : �'� `-- : t12-55 As PROFILE HDR. 1 = 40 i t t , ! VERT. 1 =4 ' t r t t t t t t t fi E L I j /b . �2 . - /3 • - - - . �¢ /250 . �6 I Q AV6 pR0PDSED r4/5S io�o9 P,4,e,� sir 77,rw19r. f.0iiv 6;Xi T '. NJ 29�t 23.23 ,DGR V H •PAvrrv� y' TR�NsirroN /oN 31 m 0 Q ?s - / s• ` N � .s$� q q /2 II`� N o G.T 8P PES 5/2802 fin N � 1•��1 ti�� 10 �C/TL/f?E /MPh'ovEM��vTS � `�$' ('�,) /O h � � �� N - - - - Z-_-; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v fyy J 32, 3Q' ELMAVENUE m h 16ptqj1C,6r AVO- G 4IR Ve ,DATA 4 G 7- ' CONSTRUCTION NOTES aQ 95�s/'o2� 35.00 mss' 38.77' �` , 84°oB58 ' 35.00' Si¢o' 3ioo' DESCRIPTION of REVISION DATE APPROVE O/ -- CONST. 4" A. C. OVER 4" AGGREGATE BASE CITY of RANCHO CUCAMONGA �— CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. - O CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. TRACT NO . 12673 g CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 CcuRO DEPREs9/ON OnrLr ). IMPROVEMENT PLANS FOR O-- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVEMENT. ELM AVENUE �—/O "" INSTALL 2X6REDWOOD HEADER AT EDGE OF PAVEMENT.. STA. 11+19.91 TO STA. 15+12. 13 // INSTALL STREET LIGHTS, 9500 LUM. APPROVED 8Y �— ATE /2 CITY ENGINEER k� Y RCE.No 23889 REMOVE EXIST. BARRICADE. 13 BARRICADE PER crTY 5TO. NQ 404- ANO CCN5T DESIGN Af LE AND ASSOCIATES, INC. RECOMMENDED INSTALL TEMPORAI�� PAvemei T" F efe- cqy sry N2 Aoo5. g, ,t3, OF SAN B IND COUNTY CONSULTINGG CIVIL ENGINEERING l7 11VSTACG STRZ5EJ L�G,�/r� 21,50D Z411V DRAW N 545 NAND LANDntain PL NI of los SHEET /R . W. UPLAND CALIFORNIA 91786 ¢ OF-0 — PHON014) 94G-0949 HECKEO '41RCE. No DRAWING N0. G. H' OA ! FILE No 46 1009 BENCH MARK: BENCH MARK NO. 96-H AT THE WRC OF HAVEN AVE. & 19TH ST. , 44 FT. W. 4- HAVEN ma i 83 PT. N- #- 19TH ST. , SET is DRIVE PIN w/C.S. TAG IN TOP �� � � w, t: AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430. 686 � ! pew/— s n Yet, a/ SOL/D.sJ,e1,v6 REQ sE PE/Z T,2 /ZBD 2 i UGUI,' .UD 9 sf1T. 2� OF /i1/ A5 S/101�/�V Tp :, Al `� N. 1Bd2Gq� F02, Ti2q�T $ ! r' �t/7r'S/UOU9 RGiNE It GO � k w..w_ ilzd$ 4%0 yy D9:..A CID", ' ..., w> ¢ •' %'.`v .. / •"y -����y '<J�' > Y., £,.. <w✓' j� a».i ii "�,wo.,,,,�. y . ... F aT TO . f r c' 41 f IN ww�.. g Ar '47, •d4. k'$. ,✓ .::,..:: •':, .' uo1�"'. .n- .:„w,•. '4,.��,fz..". .,.: ' � .""Rf,Siu,,, ^„�°+C/ :. w SOL/D w._ 5reiPE pE,e T,e. /2BD2 >; { ., „ l / Tv REMAIN A.5 5,10 N i !4 a AAA v2G a 'ate,,, /iy .rov w Z ( qtr_/ t . G z w < ` ... F .4. - .; n. 3 x INSTALL R 2� 250 FT. (� /N7�/21/ALS, BOTh� 5/DE5 q _.,. _w .. ¢ T.2. ` OF BOTH 57Rff, 5, -,ICA L) Yq < S S Aet Y� D o� ki .. . / �. w ¢ g C ! a ro z. � 2 r � f' tit- , t , ' { ,�: . 4>� , 1 .: .� JVU M _ <. :;, ::.. . -:' � owe �” ,3 � ...,, �. . ._ � ` . >� pp, teaj � : � y � e N � �.,�, � .....: ... ..... ., - g w� R ! E „. {/ '�P !y7771r!�- .... p _ 1 �• � " � i I p • Yi � ;` yl�,! 9�`&� �{ ; _' � w:w "a.., l� b��', w..,,.'^"..».. ^^` � M<«.> .�,,,.,,..---e .........�.•^..^ 44 ��'s""",�-,q,,,� y. Y /f 14" , , k n41, q f 11i All" A Va. •'°„"�""',:a ate' /+ ...»<.�^ ,.w,w.. '^' a. ,°*1 a:. i € g....a �� ul ;. � � ." ,�°� �->�~ • � {-� �� f'�� �� RAMS < R�7`R ws tit �INSTALL4L R-ao FT /NrERV Bow 51n-5 �/J QF 00774 STR=e75 (TYP'/CAL.) l►f1' DESCRIPTION of REVISION OAT[ /FAOV 4, I p 90 44 SIP SAN�BLA3T AGG CONFG/G T//�!G STi�/PlN6. 5o l T xv- ° CITY of RANCHO CUCAMONGA (pe TRACT NO. 12673 q �ti STRIPING & SIGNING PLAN ELM AVENUE / CHURCH STREET APP V y-L-SG �I TY ENGINEER ,( RCE No 23889 DESIGN MAD AND RE MENDED ,s B OF SAN BERNARDINO COUNTY a CONSULTING CML ENGINEERING DRAWN AND LAND PLANNING SNS T 64i N.Mountain Aw.,Sulte b6 .UPLAND CAUFORNIA91M 1!� q,4<—2 949 OF— (Y% HEC KED RCE- 14040,4_ DRAWL NQ• G'y 0 E / /G B/ FILE I�fO /�U9 K I