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HomeMy WebLinkAbout1414 5Ee S 7rf_r 5 ,`OW ST/PEf7T T/PEE QUANT/T/Z:-5 GENERAL NOTES CONSTRUCTION NOTES QUANTITY ESTIMATE 1 . All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public__ Works Construction - current edition. Contractor shall be familiar 1 CONST. 6 " A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 4,040 S.F. with and shall be responsible for adherance to these Standards and 2 CONST. 8" CURB WITH 24 " GUTTER PER CITY STD. DWG. NO. 303. 273 L.F. * Specifications. 45' 3 REMOVE EXIST. A.C. PAVEMENT. 1, 289 S.F. 5'PU,C/-/G 417-11-17Y.II 5'pueL/c uri1_/Tr#1 4 REMOVE EXIST. CURB & GUTTER. 408 L.F. * SrKEET TREE 5Ti7EET TREE A441MrfA14A/GE 2. All pipelines or substructures of any kind, telephone or power poles, a5" 225' 225" 4c5' S RECONSTRUCT PORTION OF EXIST. LOCAL DEPRESSION PER CITY MA/NTEN.4NGE EASEMENT E.gSEMENT water meters, valves, fire hydrants, etc. shown or not shown on these STD. DWG. NO. 518 . 20 S.F. plans within the right-of-way limits or in adjacent areas where ( } I 6 REMOVE PORTION OF EXIST. LOCAL DEPRESSION. 20 S .F. improvement work is to be done shall be removed, relocated or protected 7 CONST. 8 " CURB WITH 48" GUTTER PER DETAIL ON SHEET 1. 80 L.F. in place as required at no cost to the City of Rancho Cucamonga. I 1 I 18 RELOCATE EXIST. NO PARKING SIGN. 1 EA. 9 CONST. DRIVE APPROACH PER CITY STD. DWG. N0. 306 . 1 EA. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to I I 10 INSTALL STREET LIGHT - 9500 LUMEN H.P.S.V. BY SOUTHERN CALIFORNIA EDISON, PAID AND COORDINATED BY DEVELOPER. 6 EA. existing facilities resulting directly or indirectly from his opera- /5 I 11 CONST. 6 ' WIDE SIDEWALK PER CITY STD. DWG. NO. 304 & 310. 6,799 S .F. tions , whether or not such facilities are shown on these plans. j R � LSE 4, 12 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 Ori 3/0A . ZZCo S.F. 13 RELOCATE EXIST. TRAFFIC SIGNAL. 1 EA. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering rt 14 CONST. UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 507 . 48 L.F. Department prior to any encroachment or construction within City of ^' G _ F •-- �� -;i,`=;1 -���� t11='-'� --"� � �- \8 15 CONST. 3" A.C. OVER 4 " AGGREGATE BASE (MIN. ) 24, 350 S .F. Rancho Cucamonga easement or right-of-way. 16 CONST. 6 " CURB AND GUTTER PER STD. DWG. NO. 303 . 1,235 L.F. /G 17 ADJUST MANHOLE RIM TO GRADE. 1 EA. 5. All grade stakes shall be set by the Contractor or Engineer. Paving O A KDAL E DRIVE & NO R THGA TE PLACE 18 CONST. CROSS-GUTTER PER CITY STD. DWG. N0. 735 S .F. stakes shall be set at all hinge points, edge of pavement points 19 CONST. 4 ' WIDE SIDEWALK PER CITY STD. DWG. NO. 304 & 310. 5,297 S.F. within 0.01 foot of sub-grade elevation and at not more than 50 foot 20 INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 401. 2 EA. intervals. Additional paving stakes may be required by City Engineer N T5. 21 REMOVE EXIST. BARRICADE . 32 L.F. as needed at warped or vertical curve areas. T./. 5"O R- 70 22 INSTALL STREET LIGHT - 5,800 LUMEN H.P.S .V. BY SOUTHERN CALIFORNIA EDISON, PAID AND COORDINATED BY DEVELOPER. 4 EA. 6. All sewer, water, electric, gas, phone or other utility laterals, 23 CONST. DRIVEWAY APPROACH (W=161 ; X=3 ' ) PER CITY DWG. NO. 305. 1,536 S .F. mains, or crossings shall be constructed prior to paving. 24 CONST. UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 507 . 23 L.F. 25 CONST. LIMITED ACCESS CURB PER CITY STD. DWG. NO. 902 . 83 L.F. 7. Compaction tests of embankment construction, trench backfill, com- 26 INSTALL "STOP" SIGN (R-1) PER CITY 1PL5PECTDR 1 EA. patting original ground and all sub-grades . shall be performed at no ` 27 INSTALL LIMIT LINE & "STOP" PAVEMENT MARKINGS . cost to the City of Rmcho Cucamonga. A written report with these 28 INSTALL "NO OUTLET" SIGN (W-534 ) 1 EA. compaction tests shall be submitted to the Citv Engineer for approval 29 INSTALL "RIGHT LANE MUST TURN RIGHT" SIGN (R-18) . 3 EA. prior to the placement of base materials and/or surfacing. AIOPT.--/GATE 40 INSTALL "NO STOPPING" SIGN (R-26 (S) 1 EA. PLAC= 41 CONST. 8" CURB AND GUTTER PER STD. DWG. NO. 303 . 135 L.F. 8. At the completion of paving , a materials report shall be submitted to ��� "'C-� 2 Q 42 CONST. 6 ' WIDE SIDEWALK PER CITY STD. DWG. NO. 304 & 310 the City Engineer. Lising all tests or determinations completed to C /i. 6 " THICK WITHIN FIRE ACCESS DRIVE. 366 S.F. verify stability oil content and Gradation of asphalt Paving �C� 30 INSTALL 36 " R.C.P. 13 L.F. 31 INSTALL JUNCTION STRUCTURE "A" PER CITY STD. DWG. NO. 508 . 1 EA. 9. Prior to instal latic-, of any having . a materials report shall be �� 32 REMOVE EXISTING JUNCTION STRUCTURE . LUMP SUM submittea to the City Engineer. Listing all tests or determinations 33 REMOVE EXISTING 24 " R.C.P. LUMP SUM completed to verify: + sieve analysis and sand equivalent of aggregate base. 34 REMOVE EXISTING 30' R.C.P. LUMP SUM 35 REMOVE EXISTING C.M.P . RISER. LUMP SUM 36 PAINT 8" SOLID WRITE STRIPE . �/8 L.F. 10. Paving shall be performed in accordance with R-Value and Pavement tests 37 PAINT WHITE ARROW. 3 EA. taken to determine structural sections (prior to final plan approval) / U * QUANTITIES EXCLUDE CURB AND GUTTER IN AREA OF UNDERSIDEWALR 11. When improvements are to be placed on native soil which consists of a � DRAIN AT STATION 143 + 77 . 25 . rocky material, the sub-grade shall be prepared by removing all rocks � �'� 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 nativo �. y material. 1�C1 _ P r � r COKSTRi1CTION NOTES FOR STREET TREES 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant Q1. All street trees are to be placed in accordance with City' registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly . Standard 601. applied at the manufacturer 's recommended rate for the full pavement 2. All street frets shall be staked and planted according to City width prior to paving. Standard 605A or 6058 as proximity to hardscaoe dictates. I 1-- . Estimate of quantities is provided by the Engineer only for the con- ` 3. Backfill mixture of all street trees shall be per the recommendations of an agronomic soils report furnished to the venience of the developer, the contractor shall make his own deter- City insoector. mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed 4• No street tree shall be planted where the center of the trunk is in the estimate of quantities shall be considered as included in the -� closer than three feet (3' ) to the face of curb, unless othervise other items of work. noted. h/AVE/V AVENUE 5. All street trees are subject to inspection and acceptance by the 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 City Engineer. shall be constructed at each intersection. ` SNEE T 3 SNEE T 2 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to INDEX M A p the City Engineer for approval. - -- -- - 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaner upon _ request of the inspector. .d.PO../ECT 17 Native soil to he scarified or ripped between median ct_irhs prior G7 G7S/TE to fill placement_ . J5Q4 2P' �p' �4SE L✓r�/ - 18 Contact_ underground services alert as required , two working days prior to excavation . Phone # 1-800-422-4133 . Provided for yot_ir convenience are the following. A. San Gabriel Valley Municipal Water District quo sco.G E Mr. Bob Stallings ( 213) 969-2718 for Base Line road construction 1 B . General Telephone (800) 422-4132 for underground service 4 VI INITY MAP C. Southern California Gas Company (714) 798-7739 SAwCUr 2 1981 W. Lugonia Avenue $.O'e -3.2 '• 2 L/n/E 4 3 f1 Redlands , Ca 92373 1 r ! ) / r _ L/NE �__ I I ;. oQR4FE5srQ D. Cucamonga County Water District (714) 987-2591 r( �- --__---- - ��q� 9641 San Bernardino Road - -- __ ------ \� Rancho Cucamonga , Ca 91730 -_---- 4 - _ _ �: h S. �v -.- � � CITY cc: ,:4 ;.:.; : -, Nc. 1 9? ,,, DESCRIPTION OF REVISION DATE APPROVED. E. Metropolitan Water District (714) 593-7474 �,� P .O. Box 54153 CITY 01= RANCHO CUCAMONGA HAV_ E_ N_ _AVENUE HAVEN AVENUE s�� cA `! Los Angeles , Ca 90054 l F. Pacific Telephone Company (714) 999-5639 N 7 S. 'v ,s. -' NOTICE STREET IMPROVEMENT PLANS FROM STA. 1-016 400.00 TO STA. /37f9`f/G FROM BTA. /35 4 2/.04; TO $TA./3G-/00.00 CONTRACTOR SHALL VERIFY ALL F O R G. Southern California Edison Company 7 - - 7-1 -9.0R- 70 p ny ( 14) 983 1746 T./.= 90 R-70 . CONDITIONS AND DIMENSIONS 422 North Second Avenue AND SHALL REPORT ALL DIS- TRACT NO. 13664 & Upland , Ca 91786 CREPANCIES TO TETE ENGINEER PRIOR TO THE COMMENCEMENT TRACT N O o 13664- 1 19 The final or surface layer of asphaltic concrete roadway pavement OF WORK. shall not be placed until all utilities & utility laterals within CONTRACTOR ENGINEER' S NOTICE TO CON'T'RACTOR FROM PRIVATE ENGINEER 10 CONI ACTOR PRIVATE E .�1 I;CIAL NOTE 1~K TITLE SHEET the roadway have been installed , all on-site improvements including _ all grading have been completed , and all unacceptable parkway and ., „ APPROVED BY'. DEPUTY / DATE' roadway improvements are removed and replaced to the satisfaction of j- �-ONI'RAC`IOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF' ANY UNDERGROUND UTILITIES OR the city engineer . COR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUC'T'URES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF BENCH MARK: CITY ENGINEER ��b1n, /�'->�2r RCE. NO. 03/479 g IECt , INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 'I'li1S REQUIRE- AVAII,ABI,E RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE BENCH MARK NO 96B- DESIGN MADOLEAND ASSOCIATES,INC. RECOMMENDED TIENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONSULTING CIVIL ENGINEERING OF THE INLAND EMPIRE D. G 'Ef-1 � 2 ) On the interior streets where sidewalk is adjacent to the curb, the , , AT THE NWC OF HAVEN AVE. & M.L. P>. y�19�� 7 t ifOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED 70 TAKE ALLPRECAUTIONARY MEASURES TO 19TH ST. 4 4 FT. W. HAVEN AND LAND PLANNING installation of street. lights , PPL signs �. 1 ght _ , str _ _ _ _ ign_ and fire hydrants shall IWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY , REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES he located behind the sidewalk . & 83 FT. N. � 19TH ST. SET DRAWN io6olcnu«ns1r�1,Suite 1o7 SHEET )R ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION � RANCHO CUCAMONGA,CA 91730 /+ t'RO,IECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DRIVE PIN w/C. S. TAG IN TOP MA.G. PHONE(714)9484311 OFy AT THE E. END OF A HEAD WALL FAX(714)948-8464 )F THE OWNER OR THE ENGINEER. CHECKED DRAWING NO FOR 3-24„ CMP--ELEV. 1430 . 686 -A R.C.E. NO��� d E / FILE NO- 7-­ O PROJECT 5f/EET NO, / OF 19 D\uG Of1TE : 7- // - BENCH MARK. BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST. ,' 44 FT. W. CC4 HAVEN & b3 FT. N. 4e 19TH ST. , SET DRIVE PIN W/C.Zi- TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430 .686 V 5X/977. TOP OF 1170 4 /3 7Z1/1 �5� o.�. INN /2105 � � 7S� Z•/��/ /2G� W \ � i F.E'/5T. L 0,.,: 4G PROFILE HOR_ ['a 40` VERT_ 1"=4' _C0M5T42UC7-10,V NOTES 2 D / GOA1,537 G"A C t�EN1E/VT Ol/EP GOrv/o<(CTEO N4T/IiE SO C01V�7 O!✓G.NO. X08. 3� �2Eit901iE EX/ST. A.G. oA✓EME/VT1 l Q 4 i2EMOl�E EX/5T CU2E3 AN/J GL/TTE,Q, ,2EC0A fCT.�0.2T/OrV OFEX/ST, LOCAL 4 7E�2E�S/ON C/TY 5'TTJ Ol 1/G. G .PEMOVE pOPT/O�t/OF EX/5T, GG--AZ- E95/ON nn ?� Q SU,el�Ev L/ME a,'= 11,4V,5r l AVzF1V2UE \\ �6 .QELGL'ATE , <- A/U,O WEST G//VE T/O/VJ JETx/G ON491/7EX/ST VON /. TO NEW STi?EET L/GNT STDs. OCOrI�T G12/�E.4ppPO4Cf.'pEP C/TY 5'Ti� ` EX/ST. /1�1E�/A/V f�E.P /�/�►�G.MO. /071 O /A45TAL L G/Gf-/T- el.55Gto PA/O ANO GJOPO/N<iTE/J /� /V00 i 'oe yW ,3� AVENUE E 11ti /J3 �?9 _ � - 7 _ �3B �� // C��G'!�[�/OE' S/OEI►/ALK/�E�2 C/TY� 5'TO-�. NO. 304 _ C --�-- O raysT, //,4N0/CAp .FANO f�E•P C/TY STS O�-tiG.NO .�/O O/�Z �/OA. 3 EX/5T TiP<I FE/C 5/GN11 L 4'6;A;"AL f✓Oe TO REMA/N,ri 44, PROTECT/N PLt10E, -- �` O 2q f� ' 24 COrtT UNDER 5/OEI�QGK p24/rV PER C/TY O!t�G. NO.�7 7 - PA/NT e'5;0Z-1,9 WH/TE 5TR/pE 2 _ T � c Fhb��,l�h�� T -'-o ✓� --- - - � -� - - PA' AVT / Y17! E X'1251-1r TUfZit/ ARROW —� .,•rte — J /NSTACG ""R/G'/T LANE MUST TURN R/GHT" 5/GN�R /8). 37 le x 6 W, bV � /,6 /W/ v, W D ►, v �� / 2 � I/ - � � Q � � \ � � � rW Q � m J � N1 � y h w° � �� � y� CITY CHURCH BEET $ v� I,� DESCRIPTION OF REVISION DATE APPROVED. 10 CITY OF RANCHO CUCAMONGA 2 2 of 3js r. tio.�z3�s N ` ti 5 0`y,, PLAN AND PROFILE No. 14 OF W E'a 'f' 93 STREET IMPROVEMENTS # ON THE EAST SIDE OF -- --� NOTE: 5EE SHEET 6 O6 FOie 5 REE TREE PL�iN. # � T T sj �l �EX,ST A7 Ce- , ��oF�I����ry�� HAVEN AVENUE CJ CURVE DATA STATION 133+43.30 TO STATION 139+50.00 o R L T APPROVED BY' DEPU > DATE' J/-r?- -' /�E7,4/L A CITY ENGINEER R.C.E. NO. -3 ® 89�SG%Z' 35.x' ✓�9¢' 396' DESIGN MADOLE AND ASSOCIATES,INC. RECOMMENDED OF THE INLAND EMPIRE Sidewalk layout is conceptual only. Approval of the final sidewalk ® /533 oz' .35.Gf4 /3..�7 6.83 /IJL,B CONSULTING CIVIL ENGINEERING Txea 9 Iq __ layout shall be made in the field and adjusted as necessary to meetQ AND LAND PLANNING © /0o cc 00 / 6.0o� /2.57 / 6.00 DRAWN 10601 Church Street,Suite 107 SHEET field conditions as approved by the Public worxs Inspector and RANCHO CUCAMONGA.CA 91730 Go ✓, P project Planner prior t0 final construction. 90 00 00 20.00 �/. ¢2 20.00 HONE(714)948-1311 OF (714)948-8464 CHECKED - _ -_ R.CE NO��� DRAWING N�O.,/ TE / FILE NO- 1 PRO../ECT SHEET MO. OF� Ok\/G. DATE : `7 BENCH MARK: BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 9TH ' 44� ST. ,S , SET W& 83 FT. N 0 DRIVE PIN w/C.S. TAG IN TOP n 1 � AT THE E. END OF A HEAD WALL V ^ C FOR 3-24" CMP--ELEV. 1430.686 i t SEE Sf,'EET 2' GU-rA/L 'q 30 FOR CURC3 e LOCAL � � m � ,, N V• � � — R�cac/sT,e�crioti — — — /2 5 9 — W ��� � � �I �C E x 0 - - -. EX/5T/�t/G. G B. �� T — — -- /leo MAIAI /257 — I W To ,FEMA/,l/ 33 /25G — 0 II ( v `V N.G.C. G 5X16;711 �` /278 TOS � �1 EZY GUrP,S � 34 \ /255 — -1 / V V N' 9^ _ _ _ — �: � � � �� /27a SCALE / ' =/O I I X/ �N FO,C P.QoF/LE E SE L A9ellw " .FI ?s I 9 �J /275 m /•) \ / �� :Z-OwL//✓E /775 �/• , L/p OF GUTTER W507 OF CURB FAGS /2Af — d; k; /273 �N N N ` \ /272 w W w /27/ 'nI /270 • m � M 00 d1 145 /44 /4 5 i•. i. � � N H CO:Al loT. /2.GO L.F. .36 If,C. Qroo° 28.7 e,4-5. /000-,p Qioo °43 2 C.F5 /JE -A/L 'C ' ¢t50 StOo 5tS0 Sc�Es SC4 G E S hAO,P/2. •' / '"= 20 ' FOP�LA�(/li/EW SEE V,e! / " = 2 pErA/G 'O" LEFT J CO/V5'T, 61CT/OrV /V,VZ!FS 11 —-- X 2 GGYt S7, B"CUefj /�Y/T/! 2�'GUTTE�2 PECK G/T1�STp lett".NO �J. Q� IK �' 0 W `�� � � � O .QEti10liE EX/ST CU•2F,j �.it//�GUTTED Al //�?✓�l/�1� $QC/TyEPN -5) Q 0 0 .�C'.4�E o/ �d Q v N (/ cAL/�o,�•v�4 E/]/ YV f�A//� AN/� COOrP�/NA TE/J f� Q�V ��� G � IiELOGEE�. I<N a V ` 1K' Q e /O 11� r/� // CO/I�T. (o'!iY/OE S//�El I�ALK .SEP C/Tl' -57;5) �l t�G.NO. 8 �/0. ��J V N ` W /' (/f/ /4 CONST U�t//�EP ✓�'/OEt�/�IG K pPA//v SEP C/TY 5TH/Jvt�G. /40507 4Q W V h h ` ZO5 COV97-T G/M/TEO ACCE6f CZIRIA QEF' C/TY STo. Ott. . 902. ^�K� v �.8 � O V 11Ae5'7A1_4_ 5�C/.P[iEY L/AVE O,- 11,4V2 /V AVEA-1MF ZA�1� CT/O/V �� 2 ,PEMOI�E EXIST/�vG ✓Un�CT/Cit/ STRUCTUPE (( O ,DEMO✓E EXi6rl E.Y/5'T. ME/O/•4AV DE/P /J`VG. /� /0710. O REMOVE EXiBT/�uG 30",?.CR HAVEN ' AVENUE 35 RE ✓E EX, MO ST/,t/G CMR .P/SE2 /40 /4/ —� RELOCATE EX/6T/NG NO 5TOPR/NCa "S/GN(R-2G(5)) TO 9TREETG/L,NT ST2�5. I 4V' INSTALL "NO STO.-.o/NG'5/GN — G �_ 2� 4 q��G � � —,'i � / G'ON6T G'A.G .oAl-EMENr O/�ER GOMPiIGTE,v N.4T/llE (' 3 .PEMoriE EX/.sT. A.G.f�A✓E,tIENT. O - E --yAWGUT L/NE "'� �2�2�1� ZJ ,��hE �{Q - I�' h�� �J 11/ T T �° „0 SwwGuruNE -� I 2 GO.tA5T G'lYiC'E 5/OEIygG/< PE,C G/ 77r- 0 ,okr,�. .vo. 3io - - - - 20 /INSTALL �✓TREET NAME 5/GN PER 61r),-ST/O. V"Nth. qV/. � E x 8 42 J / / O Wh'/TE 5TR//oE, NT 5 B" 0 X 37 PL/ x i \ Ef4 c J ` A//VT WN/TE ARROW. r� / v7w-L �/e/CHT LANE MUyT TURN RIGHT"S/GN(R-/!°f). L/MATS OF CU.eBU` \ 1\ NEA.PE57-!t�EAKE.t/E/J I � ``I � [ � � �1I i p �pV� n \V► PLANE✓O/NT I \ I J V 0 p, v / � 111 �,• � � � � Q � � � 0 N � � v�v �� �� � \ DESCRIPTION OF DATE cITY APPROVED. 4 0 ' jQ� �, Z � m � Q ►Q, �' CREKBRIDGE STREET _ CITY OF RANCHO CI� Evm ONCA c, o a NQ Q I OAKDALE DRIVE [,. ( o �i 1, vwr yo. 8/9 s�T 2of2 sem , PLAN AND PROFILE ti _44OOEG .5jTE OF � v �/f7�i�Oy�/vfL�/1�%�l-•�/1�.� OSE : -5,55 -SHEET 6 0� 6 �o/e ST ET T�� /�L,�N- OrPA//VA6E EASEMENT' ON R EET THE [EASTOVSIDENOF 45HAVEN . AVENUE N/EAKENE/7 IYE<iKENE/> oL,4NE \ �c4,4E / CU.21i/G/rVEA�P 5'/,dE'l�tiAG.C� SC�/E,oUGE' STATION 139+50.00 TO STATION 14544.34 JO/NT ✓O/.vT \ STA. Gam. �4CE OFFSET TO WA Z-,< APPROVED BY' DEPUTY DATE' 4� /4Jf02 /0.05' CITY ENGINEER � � R.C.E. NO. 031479 !r• � � IZZZ4 caQ�it`�O\F�c SUSr/lp�y (�4DESIGN MADOLE AND ASSOCIATES,INC. RECOMMENDED EGCOMtMEN'DE DN /4 :5_1067 �� 5 OF THE INLAND EMPIRE 1P• Sidewalk layout is conceptual only. Approval of the final sidewalk / �GGQ. f=' CONSULTING CIVIL ENGINEERING / 14-/6.G.7 v r m AND LAND PLANNING /454.3¢ ---3.00 layout shall be made i n the field and adjusted as necessary to meet �, No, 1q �, �: � r'r' DRAWN 10601 Church Street,Suite 107 SHEET field conditions as approved by the Public Works Inspector and Exp 73 RANCHO CUCAMONGA,CA 91730 \ _ ,4/Ki project Planner prior to fi nal construction. PHONE(714)949-1311 of 6_ � FAX(T14)949.8464 �,�� /_257-1/G /� � \ z SEE ,WWeT�1GATE PLAcE� �14�civ \ \� _ R.0 E. 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T ToP ori GERM `f`5 y�ol�c TEMPORARY RIGHT TURN b EMERGENCY ACCESS �— T T ,4 r ON THE EAST SIDE OF HAVEN AVENUE 104 —5�v/cUT Ex/STING cum GUTTER. , 05 0 �, .� 5/Gnl ri`� �-26 �H/ G.I3. 6/2ADE '�,6AK Exa 3 9,E STATION 139+ 25 . 82 TO STA . 142+ 21 . 40 —l`�eL C T� NO 5TO�p/NS ,a NO t CUR VE OH Tit /1.C. t3Eit2M• T. /,vTE�SecT/0AI sf Gr V tL �Q @—/°ZeLOCATE EX/5T /,� /IY•D)"1vT /8" 6EHINO � C�iVTE�L/�/� ��Of CAl'`��� APPROVED EE / DATE: ptLT� /�olc�5 &el STH T�&G� A•C. OE/�M PEl� C-C�VO 5710. O�VG. NO. �. C. G. CUA GuTTE� CITY ENGINEER G RC.0 N0. DE x/7 O DESIGN RECOMMENDED f� 94°ae'/�" g.00 ' /�• /q-' 8• �o ' 7Q INSTAI,1. RIGUT TURN oNt,Y SIC-44 � � Ex/5T/N6 MADOLE AND ASSOCIATES, INC. 5• G• �- OF THE INLAND EMPIRE d 86° 20.00 ' 20. 22' /8.8q ' f1•C. RSPHf' 7/C CONCRETE IAI^VEMENT DRAWN 10601 Church Street, Suite 107 SHEF 1 ,f:- T `TR' RANCHO CUCAMONGA,CA 91730 /p ' M' PHONE � 0 E 714 OF CHECKED FAX(714) 948-8464 DRAWING N0. • R.0 E. NO 11-8 llq� E 3 FILE NO/26- D\VG. QTc : 9 - 5 - 2 0