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HomeMy WebLinkAbout1276 GENERAL NofES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works1C R�W �W� � HIGHLAND /[AVENUE Construction, current edition. The contractor shall be responsible for R/W I/r�e, adherance to these standards and specifications. 30' 0' Abp AX 2. All pipelines or substructures of any kind and telephone or power poles, 12' 18' I ` 9' f24 , 32' IZI FINCH AVE. water meters, valves, fire hydrants, etc. , shown or not shown on these 9 44 plans within the right-of-way limits, or in adjacent areas where improvement I 5.35' 5.35' � ILS ISS L� work is to be done shall be removed or relocated as required at no cost 4' ; Ip. Z � �� v 2 to the City of Rancho Cucamonga. 4' 0.29' I 0.29' M�1J• 5 ►and' . 3 �� &f ie 1M�L. w a � 3. Any contractor performing work on this project shall familiarize himself 0J7• _ �` Mq �r�^9a HEATHER ST. \\ 1/4"PER FT. 3.i,_ '� friC l►f� G!E 9 0 /,2 5 with the site and shall be solely responsible for any damage to existing ---- LEVEL LNVE I• 'I• s f ,.T- - WISTERIA AVE. facilities resulting directly or indirectly from his operation whether = �� r. ;�; Z'I•M4X. �J RING AV or not such facilities are shown on these plans. �w� rC��o.� PALM DR. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 4 3 3 4 4 2 .s��Q�h r�� v Qj Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way . TYPICAL SECTION NINETEENTH w 5. All grade stakes shall be set by the contractor or engineer. Paving INTERIOR STREETS TYPICAL SECTION a a stakes shall be set at all hinge points, edge of pavement points within a J 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. 60' R/W NINETEENTH STREET Z z a Additional paving stakes may be required by City Engineer as needed at T.I. = 5.0 88' R/W W > 0 warped or vertical curve areas. R = 71 T.I. = 8.0 - _ Z o� 6. All sewer, water, electric, gas,phone or other utility laterals, mains;' R = 71 or crossings shall be constructed prior to paving. 7. Compaction tests of enbankment construction, trench backfill, compacting 14«55.12 TO 22«98.26 original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests '""ll S. P. R. R. shall be submitted to the City Engineer for approval prior to the placement �� Flo of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the VICINITY MAP City Engineer listing all tests or determinations completed to verify IIS 22' tit' tt ' - stability oil content and gradation of asphalt paving. NO SCALE 9. Prior to installation of any paving, a materials report shall be submitted 10' to the City Engineer listing all tests or determinations completed tos7 �� V STREET TREE (TYP.) verify: R-value, sieve analysis, and sand equivalent of aggregr•ate base. 0.30 10. When improvements are to be placed on native soil which consists of rocky 0'Vj' K SEE 8 ..; �N material, the sub-grade shall be prepared by removing all rocks which pro- ►.r,;_ V401" U C - D V NU t , `► trude above the sub-grade, and all voids or depressions shall be filled �,� with a fine grained material of a qualitybetter than the native material. 4 33 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 3 1 32 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 70 1 69 47 46 Q applied at the manufacturer's recommended rate for the full pavement width TYPICAL SECTION 71 1 48 45 34 31 C prior to paving. I 35 12. Estimate of quantities is provided by the engineer only for the convenience POR. ALAMEDA AVE. v of the developer. The contractor shall make his own determination of 66' R/W 68 C�l construction quantities before submitting a bid. Any item of work required T.I. = 6.0 FINCH AVE 49 36 ,� a 30 by these plans which is not specifically listed in the estimate of quantities R =71 EE SHEE 44 51�, 29 '`� shall be considered as included in the other items of work. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 67 U1 43 37 28 h shall be constructed at each intersection. 50 • aI 14. City approval of plans does not relieve the developer from responsibility 1 38 27 for the correction of error and omission discovered during construction. _ 66 p v. �) Upon request the required plan revisions shall be promptly submitted to v. STREET TREE (TYP.) 51 W 42 the City Engineer for approval. r W 39 26 �Q�� _c� Go�G/7�G/1 SEE STREET PLANS _ , ..�.-� W , 15. Work site and exterior streets shall be in a neat, clean, hazard free, �'osemer,7� 65 52 Q w 41 / • 25 �I orderly state throughout construction. Site shall be cleaned upon request S%y 2 of the inspector. �P/w iV'ly 5�/y 16. Contact all utility companies, as required, 48 hours prior to excavation. ✓� �� ,4, .¢.� ' y✓ � � 64 � 24 17. The final or surface layer of asphaltic concrete roadway pavement shall not �'rq.n- �, /�, �loriLs ,¢,¢� X14' I 3 53 40 �� 23 be placed until all utilities and utility laterals within the roadway have been completed; all on-site improvements, including all gxading have been ✓4r r9.n i,?' �z' �z' �Z 63 completed;• and all unacceptable parkway and roadway improvements are removed iiT x�r� /.nP�v✓. , p p Pte' Y Y s' s 3' �.- Ori.it/o /�✓G I/or'�s iz' /8' 54 22 �� and replaced to the satisfaction of the City Engineer. ;�, ,1,�• r Exis{. /TPr V �V 18. Paving shall be performed in accordance with R-value and pavement tests ' g�'�/Z ms's j' 3' /I��D �/� ///� 4 '� �" fit 21 y�� taken to detezmine structural sections. "� ` .s� �y 3i M;,,. �h�B, yofi2 ; ice' „ _ 9 455 ��- -=-SO� JrT -L= r,tXso% _ _, - T�_S 5 61 © 20 W1 56 s 4 3 ,��t-�rC4Tr `__J z �z 4 � � iz �����` 60 • F •9L TYPICAL SECTION 6 57 19 �g TYPICAL SECTION 59 NINETEENTH STREET 88' R/W NINETEENTH STREET 7 18 T.I. = 8.0 88' R/W 58 R = 71 T.I. = 8.0 17 24+98.26 TO 29+26.72 R = 71 22+98.26 TO 24+98.26 8 16 I Al CONSTRUCTION NOTES 8 QUANTITY ESTIMATE �'� 15 I THE QUANTITIES SHOWN HEREON ARE APPROXIMATE AND ARE TO BE USED FOR BOND AND STORM DRAIN SEE SHEET 7- 9 14 I PERMIT PURPOSES ONLY. THEY SHALL NOT BE USED IN ANY WAY FOR BIDDING, LOAN, OR STREET TREE (TYP,) MATERIAL ORDERING PURPOSES. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR 13 SEE LANDSCAPE PLANS TO PROVIDE FOR HIS OWN QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. 12 II CONST. 3" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17)_ 92,621 S.F. 14 INSTALL W-53 SIGN 2 EA. 11 g I 22 CONST. 4" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) - 16,042 S.F. 15 INSTALL R-26 (S) SIGN 4 200' O.C. 8 EA. I CD_ ONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 6,187 L.F. 16 ALL STRIPING & MARKINGS PER CAL TRANS TRAFFIC MANUAL, 10 3 _ - a-- CONST. SIDEWALK PER CITY STD. DWG. NO. 310 - 14,335 S.F. CHAPTER 6, ALL STRIPING TO INCLUDE INSTALLATION OF KEY MAP ✓�9� 55 CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310- 6 EA. REFLECTIVE PAVEMENT MARKERS. ��J � I n� f 'F ��, 66 CONST. SPANDREL 8 CROSS-GUTTER PER CITY STD. NO. 308_ 2,732 S.F. I r CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. NO. 305- 19,608 S.F. ' 3 557 D7 - 8a-- INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 5 EA. I �` 9 INSTALL STOP SIGN PER CITY STD. DWG. NO.402 I EA. J/ CIVI1- �Q � 22 EA,,-__ f CL ADD UNDERSIDEWALK DRAIN ; REV. 1/9/90 10 INSTALL STREET LIGHT -- 5800 LUMEN H.P.S.V, _ STREET LIGHTS BY SOUTHERN CALIFORNIA EDISON, PAID � INTERSECTION OF 19th 8 HIGHLAND N 5.S• ,t,�iL-� 8 EA- FOR 8 COORDINATED (THROUGH CITY TRAFFIC SECTION) it INSTALL STREET LIGHT -- 9500 LUMEN H.P.S.V, ._ Q .Poise S�•�f � �d�Ur,�crS�crv4//< BY DEVELOPER ) 0�J 4-12-ff 12 CONST. A.C. OVERLAY 11,520 S.F. . 13 CONSTRUCTION NOTES FOR STREET TREES INSTALL STREET TREES PER CONST. NOTES FOR STREET TREES HFREON EUCALYPTUS CAMAL-DULENSIS 31 EA. DESCRIPTION OF REVISION DATE APPR. 16 FA. PINUS HA I 12 FA. I, ALL STREET TREES ARE TO BE PLACED ACCORDING WITH THESE IMPROVEMENT PLANS HAVE BEEN PREPARED CITY 0 F RANCHO C U C A M 0 N G A ?YRus KAWAKAwAKAMII _ WITH THE INTENT THAT THE FIRM OF ANACAL ENGIN- DINUS CANARIUNSIS ___ - - 6 EA 65 EACITY STANDARD 601. EERING COMPANY WILL BE PERFORMING THE CONSTRUC- 1_AGERSTROEMIA INDICA "BASHAM'S PARTY PINK" ._ TION STAKING FOR THE COMPLETE PROJECT. IF, HOW- MAYTENUS BOARtA 53 EA. 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING EVER. ANOTHER ENGINEERING AND/OR SURVEYING FIRM TITLE SHEET " LIQUIDAMBAR STYRACIFLUA " OLO ALTO'_ 44 EA. 23 EA. TO CITY STANDARD 605A. SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE MAGNOLIA GRANDIFLORA "MAJESTIC BEAUTY" 28 FAPURP09E OF CONSTRUCTION STAKING, NOTICE IS HERE- BRACHYCHITON POPULNEUS . 3, SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE BY GIVEN THAT THE FIRM OF ANACAL ENGINEERING 20 JOIN EXISTING 36" STUB I EA. COMPANY WILL NOT ASSUME ANY RESPONSIBILITY FOR TRACT N 0, 13425 WITH SECTION 212-1.2 OF THE STANDARD SPECIFICATIONS FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR 21 CONSTRUCT JUNCTION STRUCTURE TYPE 'B' PER CITY STD. DWG. NO. 509 2 EA. AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED PUBLIC WORKS CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS OR MITIGATED IF ANACAL ENGINEERING COMPANY HAD 22 CONSTRUCT 36" R.C.P. (D-LOAD PER PROFILE) 4 L.F. SHALL BE USED WITH THE RATIO OF I PART ORGANIC AMENDMENTS - PERFORMED THE STAKING WORK. 0. 23 CONSTRUCT 33" R.C.P. (D-LOAD PER PROFILE) 104 L.F. TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE DATE 4�y 24 CONSTRUCT 21" R.C.P. (D-LOAD PER PROFILE) 31 L.F. APPROVED BY THOROUGHLY MIXED PRIOR TO BACKFILLING. NCYI'ICE TO CONTRACTOR: � � /�• �` �- CITY ENGINEER R R.C.E. 4, FERTILIZATION OF ALL STREET TREES SHALL BE PER THE C E NO 22397 25 CONSTRUCT 18" R.C.P. ID-LOAD PER PROFILE) - 250 L.F. Contractor agrees that he shall assume sole and complete responsibility for job DESIGN RECOMMENDED 26 CONSTRUCT CATCH BASIN •3 PER CITY STD. DWG. NO. 504 7 EA. RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT site conditions during the course of construction of the Project, including safety TK ANACAL NGfiN�ERING CO. FURNISHED TO THE CITY INSPECTOR. of all persons and property; that this requirement shall apply continuously and P.O. BOX 3668 I�I � 27 TIE-IN TO EXISTING JUNCTION STRUCTURE TO THE SATISFACTION OF THE CITY ENGINEER. I EA. 5, NO STREET TREE SHALL BE PLANTED WHERE THE 28 REPLACE EXIST. MANHOLE CONE WITH AN ECCENTRIC CONE ROTATED AWAY FROM CURB LINE- I EA. CENTER OF THE TRUNK IS CLOSIER THAN 3' TO THE not-be limited to normal working hours; and that the Contractor shall defend, in- DRAWN DL ANAHEIM, CALIF. 92803 SHEET 8 demnify and hold the Owner and the Architect and the Engineer harmless from any - FACE OF CURB, UNLESS OTHERWISE NOTED. and all liability, real or alleged, in connection with the perforirtience of work on OF 24�---- CONSTRUCT SEWER ENCASEMENT PER C.C.W.D. STD. PWG. 23 2 EA6, ALL STREET TREES ARE SUBJECT TO INSPECTION AND this Project, excepting for liability arising from the sole negligence of the Owner CHECKED ' R.C.E. NO. 34857 DRAWING NO. ACCEPTANCE BY THE CITY ENGINEER, or the Architect and the Engineer. TK DATE q- y- eV EXP. 91301')/ FILE NO. ( SG t BENCH MARK NO. 216; Y.C. �.vG CHIZ 'o' N.E. CORNER CULVERT HEADWALL � N.N.W. CORNER 19th ST. 8 HAVEN AVE.l ^ S, lS P/- 7G 25 ELEV. = 1430.888 NATURAL GROUND ► IN, I Qo T _ T W'LY TOP OF CURB PROFILE N h L 364 ' Pt 4892 to 55 v o `^ 55 /5 6 75 5 75 4' o 10 NA+URAL GRO50 UND CENTERLINE PROFILE �; n I • .� _ V -T" � 0 soda v ? 0 N� t.� ` hh � n `) :48 07 v ° 55 55 65 �° y !0000 `� / ,�•� 65 75 75 75 75 4 p t P /.=s7• NATURAL GROUND W 50 o. v o N a1 { Pis7�.Gs �-� d/4 g'4 �4 E'LY TOP OF CURB PROFILE m ^ �I O z. v r Qlt ` , ,>°,'._ •18.92 � �q d' � � � to � "-+�'�_+��9% I ( / g N % �9. 8o f [ r��o 75 -- 9¢ a o v 50 It 75. F 75 75 PROFILE SCALE_ ' HORIZ: I" 40' VERT: I" = 4' 0 I 2 3 4 5 6 7 8 FINCH AVE. �o! Sh � 30' 7 ©CONSTRUCT UNDERSIDEWALK DRAIN- 18 �s' i2 3" x 5" CAST IRON PIPE THROUGH CUR 2' C � 7 � 7 -r end v l 7 CONSTRUCTION NOTES o N 1 7 8 t05 °3 av orb ,� " W !D ac 1 1I - - v ; cil 7 > TrCiG717c7�r . 1 �5s� �1 8 f 2'3 0 - CONST. 3" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) 7 '� o o - e ni w N o N N r 33 CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 �j ": ; �y ; ; o : f4n� ; i51J GUrh (, �y��' ?�?3,96 -W p61VE 7 -�•� 4�--- CONST. SIDEWALK PER CITY STD. DWG. N0. 310 Q o , o 0 3 rr 9G N G= J v 5 CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310 w 71 ID Z N I t, e Q'1� v 7a-- CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. N0. 305 N q v , o CD i R w . 39 > 8�- INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 \ c+ a 7 W=Q4. 0 � Y INSTALL STREET LIGHT -- 58 LUMEN H S V 7 6 5 4 3 2 ( N Q 7+19_t natvE 10 A RE00 E .P. . . tlVzf6' 28 REPLACE.EXIST, MANHOLE CONE WITH AN ECCENTRIC ROTATED AWAY FROM CURB LINE. 70 111 . 0 'b 2 ����• �' L-19.34' 48.68' - 68.00' 68.00' 68.00' 68.00' 68.00 82.36' _ 17/ c VIII��rsX�,- _ s. i/J�/n .ZO s ��p'N 0.24'55" W1�6 - �._ �t7 _ _ t_� ry ADD UNDERSIDEWALK DRAIN 1/9/90 'N'•5 .� . _ F� 5 1G,3� �' € \ 7.ZZFL Sc�Guo 6 69 C22- 2 � 23.97' 52.00' 5.00' 50.00' 55.00' 54.00' 51.00' So•oo' 26,72 X28 ;moo �. DESCRIPTION OF REVISION DATE APPR. 4 3p�5:- �,p0• QR/� I r L=24,56' \ 1 r?• % CURVE DATA CITY OF RANCHO CUCAMONGA h / 4 �� �, 12 �� R L T -- s 58 59 •� 60 61 62 uL 63 6 65 66 PLAN 8 PROFILE w ? O I 81°40'20" 27.00' 38.49' 23.34' \ v W Hyl. p;tp �;n j BENCH MARK NO, 216: CHIZ 'd N.E. CORNER CULVERT HEADWALL N.W. CORNER 19th ST. B HAVEN AVE. ELEV. = 1430.888 O I � to 00 80• Vc P1=54 21 a NATURAL GROUND -� � - `D `R 7 94 w / N+ // 1 iN'LY TOP OF CURB PROFILE N'LY TOP OF CURB PROFILE >m w N u, N �'• N _ et• It O + ti1 4 } NATURAL GROUND > + a to R'3� a L 3 3, �Q ` j �4 / 65 w �- �' R314°/° 1 V - 112 S. ICT aD wo cz CD 50 ti 4 W 8 g v `� c;, 50 60 ,of v°, m --, o 60 o 0 ' in �' 80' VC o '� o NATURAL GROUND ti N - `� 14011/ f ,3. � fit, t\• ti o rn - R r \ O h �, jt +� P1=54.04 ' rn r+ �.. / + f• Ct U O O + • o c0 `�' N t, ^ d > N rn - O + +� a �- w O + cD 3 Q / � ,� � M d rn c0 � ER CENTERLINE PROFILE �J O , .� R• 0 4D ° Q] N N N N F cD F,L•.X s _-� U _ Q �D / 45 MOND.0 �. x-9utte�-� >rc.o.4o,0 p. = 4� �7 W + '" ' + fl; + 10 to 40 55 R= 14/o to to 10 to 65 L��'�•1Z°•) NATURAL GROUND W 04 �/ J -- m so'vc CENTERLINE PROFILE-, h c i _ j V -� 1 -' 8 0 - I a Ll b ,��$• Z10 R3� NATURAL GROUND m o o N - r` Q� Q r 50 � -- ,�ll� , 8 ' VC 50 - 60 + IQ 0)_ - 60 o N � � I- PI=54.21 0 / tD S'LY TOP OF CURB PROFILE ''� 1R�3%1/ m � o o � � / h > o o_ 4 o w s\ ' 0 N ; c>D vti c0`D p O _ D•40 m tD i N(D + LO . • r L 110)N tV Ul Y. G. U N _� ti _ cy ' 4 45 ��' �`� �' n�-- 47.94 I M "+1 + 10 LO 55 c=¢7.4r N to LO to 65 w so'vc' S'LY TOP OF CURB PROFILE � � � h R=3.14•�o 44 14 to _ z - o to - o - , • � NATURAL GROUNDIT �• -� I �� M , cr V p s U t41 50 10 v p <y N a 2 0] N ViQ; �' 'a' 0 U g � 9n 8 � � � * � 50 Q 6010 ov�N m� ;�, 4 ar �' UD O I---- kc) � � � Q 0.40 40D to to / xl�lv45 - 55 L PROFILE SCALE F HORIZ: I" = 40' VERT: I" = 4' 0 1 2 3 4 5 6 7 8 9 10 A2- CURVE DATA y,• CONSTRUCT UNDERSIDEWALK DRAIN- 7 � R L T 3" x 5" CAST IRON PIPE THROUGH CURB Q�' 1 6.24'49" 1482.00' 165.89' 83.03' w 7 2 8.02'30" 1500.00' 210.53' 105.44' CD w > _ o /� > 3 16.48'52" 1500.00' 440.20' 221.69' cr !D y o w o i0 4 6.45'56" 1482.00' 175.00' 87.60' n n \°' �' h h m �° � I N 3 3 5 8.46'22" _ 1500.00' 229.67' 115.06' 1 h 4t4 �+ �j + 6 16.48'52" 1518.00' 445.48' 224.35' p 9 V S�cF I'VNq ^ z N SFS MFD + \ SyT qV V x OC C3 � SIY7- qV 4 Q 7 80016'21" 27.00' 37.83' 22.77' ' NOF m v X v °o Z, 0, No 2 t c8), 105°29'24" 27.00' 49.7r l 30 �} 45.06 v C f '�' d r� ! \� ? 41 Q N 9 90.00'00" 27.00' 42.41' 27.00' 1 r 4 e 58 59 57 56 55 I� 'Z' 40 39 38 0 37 10 4.26'57" 582.00' 45.19' 22.61' I II 4.26'57" 600.00' 46 59' � �. � p 23.31 45.10 Tc • -� .1 1 `' - _ S 5 �'s 4 �- !1Fvj , 12 4.26'57" 630.00' 48.92' 24.47' ti 19 f �% 4 13 81.40'20" 27.00' 38.49' 23.34' 1 3 tc 8 l /ql ��. +- µ.L 1. , .&7 ---- - - --u- - -- -- -- - et 107.59'02" 27.00' 50.89' 6 1 14 If - I - 4 o C �1 �� i by 50� F�' M io 9�2F� p5�0F� i Z � 3 h / , 3 3 8 Q I 6 U 3 6 0 9 3 7 e - I I e 6 /►' N 41 30'51" E / 5/b i59 N 41930'51" E 6 rd' -- 5 - _ �c F� ,���F� ,,�i Qy��F� a�� F� V",7 `' N z L-a . 3 63 13 10 9 ( �✓ 11 10 - 3 II 5 9`Z 12 6�g , o W10 / .m• ,t 5 r ti C A 6pao _ 5 � w .1 - L / r lot - "_4 \*\� \6 7 (1 1 V -0D L°66.00' 38.79' $.00' Y.00' I 47.OG' 53.00' 56.00' $.00' 1�.4i' L�31.ss' L.37.17 VAr 6 h , 0 O . ✓ �, � 120. I F• � !D S?QYm 1A41";7 � T. 13 4 q� I 4 ADD UNDERSIDEWALK DRAIN 1/9/90 ,6�zs8me�f I. 00 3 1� (� r `ro- A 14 15 17 18 19 33' 33 � 16 W 20 21 22 23 24 25 � 4-+Z"�4 L1gG 4N h W r W ll 22 22 I J x > ? DESCRIPTION OF REVISION DATE APPR. o m FT`Tl ' W h W cr Q 7 % o > > cc > h > 3 � a W o y CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES N 3 0 o o �o ° SEE SHT, N0. 4 is h W > " tO 3 tD ,-, �, > �� PLAN 8 PROFILE I CONST. 3" A.C. OVER 4" A.B (SEE GENERAL NOTE 17) a No 3 3 3 3 ALAMEDA AVE. ° 3 h o v � 3 7 o + + � O . 7' rl- �► 3a-- CONST. 8" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 7 �' �n 7 /� 3 m 3 7 RING AVENUE 1 44 CONST. SIDEWALK PER CITY STD. DWG. NO. 310 M 3 7 RING 7 7 AVENUE 7 r` 5�- CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310 N 7 7 ' 66 CONST. SPANDREL 8 CROSS-GUTTER PER CITY STD. DWG. NO.308 7 TRACT N0. 13425 7 CONST. RESIDENTIAL DRIVE APPROACH PER CITY STD. DWG. N0. 305 is F��c APPROVED BY �� DATE 8 INSTALL STREET NAME SIGN PER CITY STD. DWG. N0. 401 �- �5 CITY ENGINEER R.C.E. N0. 2397 : 10 INSTALL STREET LIGHT -- 5800 LUMEN H.P.S.V. DESIGN ANACAL ENGINEERING CO. RECOMMENDED _ 4 TK P.O. BOX 3668 { t DRAWN ANAHEIM, CALIF. 92803 SHEET � / DFL 3 of 8. _ • CHECKED R.C.E. NO. 34857 DRAWING N0. _ TK y,q- g� EXP. 9/3019/ 7� { DATt FILE NO. BENCH MARK NO. 216: CHIZ 'd N.E. CORNER CULVERT HEADWALL N.W. CORNER 19th ST, a HAVEN AVE. ELEV. = 1430.888 L=37.33' 57.53' L/2=69.39' O O PI=79.00' PI=69.60 v 57.53' L/2=69.265' MY TOP OF CURB PROFILE ' U f --- v J 0 w 04 N 0 or.Io / 40 NATURAL GROUND /- + 'n m ti m ~ �.b� PI =78.72 -�/ v Yj 4t=0.63 MY TOP OF CURB PROFILE N rn cfl M L=14.96' p N4.96' w f*7 w r` / �CJ frUCIDCID NATURAL GROUND > �o, I 40' VC v m r` ~~ w r- R=0.88% / PI=59.x8 v co L) L) fc w ~ O �� ,314°4 00 165 30' C n , �; kG 40' VC 65p 75 o'I` 75 70 0 N 70 = O P1=57.38 L■42 41' L= 7 83 • ,� m( m °� PI=69.43 e�r� O / N > 30 VC tib' o ,b. 40' VC v a Q \ U N a4 P1=59 77 c�i cu c� cu ca O �i. PI=79.49 v w ' U` L) / W � r / v w �• CENTERLINE PROFILE v O O O w Nf0 U O / I r7D M cD t p + N N N V ' o O O ti (P O m N m �, h m t w + + o 0 O to o N NATURAL GROUND N h Q. 0� N C', 0 �l �g m O Ott i / �1 O cD O to tp 60 L=5�t.98' o ° o to o 0 + 0 `* M°Ln° h o. _I "' I N a N r 0 fl fl 1 h10 fn , .58�° CENTERLINE PROFILE 2 n lt� LD M 0 h a NATURAL GROUND t / , v L=14.98' ti _ � o R 3.58/0 40' VC / / - ,A' ./ h 57.53' /2-69.39' N a a 3� ! O v t p / PI=5q.s1 i f / Of I R 65 ., �/" ?'Y. 1.=s9. W m i :0 40' VC 65 0 0 75 0 ,boo / 75 70 �_to 40' VC o . U PI=77.13' 70 Pl`S7 i w F- / ,°�' ,°o' _ fn lk� PI=69.60 v o �� - v 5 ? M M _ ago to �y 0' N / 57.53' t U w ri O O + + O ca / ot� N U ' ti > W U'r F- _ r / N to N to N N d 0 m � m / - f r 2 ? x x v cQ CV 30' VC L 12=69.265' ��', S'LY TOP OF CURB PROFILE 0 V L) h _0.50% I m 2 ` / .� LL_ + 0\ rn PI=78.76 N Iw- 8� mT „�h N N to M MIO m m NATURAL GROUND - h w r` - 60 2 r:rt �' �`� � (n v 0 fes' Vie} ��� L) L) m 2 f� E 8 N W (V °+ m�`! M cD / L=41.49' m r~ w R=0.$8% - __� + s2 ° TOP OF CURB PROFILE I NATURAL GROUND, N / o a R3S8r a 40' VC f •1 o m 3 o 4 N p PI=�.qB J i Irl L i /W U 00 t 65 o In Q f 65 p 75 o ti 75 70 + 7 m 0 0 m a� �h _ I / z O fn K1 a ra fn PI_,.g.77 �o m W �. t v ao ao fl- Q RLb' L=42,41' L=49.71' 04 cfl- � c`v M O L=54.98' v N CD + f m ' O + U O N N '10 O1 0 t� M ! ' w h ci co o Q: t` f) 0 0 Iti 60 om �_ + h �+ � 0 In / -o-�•.o � f # a In _ o R- PROFILE SCALE I 0%"-Owe sow �0 HORIZ: I" = 40' VERT: I" = 4' r 0 1 2 3 4 5 10 11 7 12 7 13 7 _ 7 � 7 7 7 7 TLC \;/ 7 >�17 f o) > � for_v V W p r 1p r u UV \Q tD U I tP r u > O 7D O Tr 3 a r + � f O N (O fp N 3 0 � Q 70 < + 3 r 3 3 ra 3 - N rn yr 3 u p < m - - fD b>v 4 L + ? rr, ty ? 3 49 �' m v � co fn I N � �+ I \5 � m 53 52 N 51 �o 50 0 3? 36 35 34 33 N 48 � - �a ti - iD 54 N r. � 8h3 F io O' 4\ l55 27.99. 29.54. pR \ 5 3 L:4B.00' 5625' 55.00' 3 Gb. .\6 J l.�•�'.. L�50.00 L�50.� L•3$.9B' N 00 8 =� 47 QJ��Q• 2 . �' b m d%5�� 3 5���✓ b a�� 4 1�tvti 5 8 m r 3 ° 8 I 17 sl�lv lk5 o V� I I s/sem .�09 �' ib� N 0°24'55" VJ 15 Tn o5 F� - < 14 g _ __� DRIV I - 10 - 13 N I 3 1 7 1 6 056�,3s "' 12 ���1 F� �to�aK f � 32 'n/=16' R=15' 3 I - f �ZI Fl m t 2 N pl 5S� o m ''P' i L■52.OD' 2� 6 f O 92ti q/Gm 59.00' 29.64'•28.44' "fy' 4 W �- L�1.17' L 52.00' 966? I jg/�2, �_M-57' O 4 •� \ jG � V I � 4 �$� � � + .n s�l?' � , ,•� ?00. /g• �R/jr �p �i �` /D 5 > v �45�` °/6' O + 3 -� L�95.58 7 v' - Q 1 . M �r -28 8 o au u 0 40 �, w 41 42 �, o % 2 0 26 ;e* 27 ' 28 ��, Nom, 31 25 v co 29 ry s• F s Z - \� 24 � cv 9 5 rr, .- ¢_ 3 43 �, 'm. -� o _ + a ; &D 30 �' \r �.soz L o 45 m - N sa F � w s 9. LS' D s a� a It-IV aA 3 f� ca A . 4 g�• , F� �ti 7 rr CI t2'r v ID 7 M ; 7 CO �'� . c' \ rn +y W W �� Q1 RING + AVENUE 7 a 5 I 5971 9 78 fi` +' Aj M n � w p T (n -J 4 , •� ` + O, n i f0 7 7 Q R=�5' 4 \� X10 7 � 3 Hr 1 3 �i 3 1 �ti 9 d \ CURVE DATA 0 0 � �• 3 r x ,t h J �\ \b67Y �� 5 '3,S �cb. \ 5� 1 �J 7 7 5 52 3• (� A R L T �!v 51 q I 3 �� 9� ���Q`� DESCRIPTION OF REVISION DATE APPR_ 41 38.20'35" 218.00' 145.89' 75.79' \ 3 2 48.04'14" 200.00' 167.80' 89.19' CITY Y F C 4 �� C 0 RANCHO CUCAMONGA 5(0 3 32 34'50" \ 5 A A M E QA AVENUE 182.00' 103.49' 53.19' 20 PLAN & PROFILE l PRF E 4 7.3919" 112.00 14.96 7.49' CONSTRUCTION NOTES 5 11.341011 5�4.4M' lob.(0b 54.s3 ALAMEDA AVENUE G 6 21.13'27" 112.00' 41.49' 20.98' F �-- CONST. 3" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) �•_��zG .. RING AVENUE 7 208.52'46" 38.00' 138.53' 1 3 CONST. 8 CURB 8 24 GUTTER PER CITY STD. DWG. N0. 303 I� 8 I' 618 I 17 0.56" .00' 83.71' 92.54' �a fj 4 CONST. SIDEWALK PER CITY STD. DWG. NO. 310 9 19.31'05" 600.00' 204.39' 103.20' TRACT NO. 13425 pj (� �1d• Gj� 5�-- CONST. ACCESS RAMP PER CITY STD. DWG. N0. 310 10 19.31'05" 582.00' 198.26' 100.10' 1 � DATE APPROVED BY JL yr�•�'�� 77 CONST. RESIDENTIAL DRIVE A'PROACH PER CITY STD. DWG. NO. 305 �,�.� II 19.05'52" 112.00' 37.33' 18.84' CITY ENGINEER - R.C.E. N0. 22397 - - 1 g �� / - I( 12 7.39'41" 112.00' 14.98' 7.50' DESIGN ANACAL ENGINEERING CO. RECOMMENDEDD 9 INSTALL STOP SIGN PER CITY STD. DWG. N0. 402 ' ,.', � TK A tt r1t SS N 13 209 14 41" 38.00' 138.78' X 1 �j 10 INSTALL STREET LIGHT - 5800 LUMEN H.P.S.V, 1 P.O.P 0BOX 36F8 r4 T 4R 3G 759.5 103. 7(0' 51. 6p SHEET Ilk � �- ; i.�^ � . � i � � DRAWN � '�. . y ,- ANAHEIM, CALIF. 28 3 o� IF. 0 \ 14 INSTALL W-53 SIGN � DF K L 4 8 N / OF J t ' CHECKED tou vvv� R.C.E. NO. 34A57 DRAWING NO. EXP. 9/30/j/ TK DATE - �-Qp FILE NO. V BENCH MARK NO. 216: CHIZ b' N.E. CORNER CULVERT HEADWALL N.W. CORNER 19th ST. 8 HAVEN AVE. j w ELEV. 1430,888 100' V.C. 100' V.C. = I P1=460.32 P.1,=464.98 Tolw ar N'LY eURt ---- -- - — - -- -- - co co cd U Nwi It co + �p f N CENTERLINE PROFILE U 97 N N v w + ' > tD N w " °D (4 cvm to v i TOP OF S'LY CURB N LO N N 06 O a {D + N C �t N to N N 100 V.C. /Oo v . N P/= 460.32 Pl-464.98 / co 460 Poo ~ � a c� �. L=100' VC •54.98' c�i PI=443,85 cr 119v N O44 0 + W to v O M to ' cfl 0 C4 r r*v 0 L=54.98' ,n N v tV e'lo N "D aQ to e+f 23 24 25 4D K) /� � , Nlqt to 0 � I colql � o � N N aoa? riLo Nb cn 0 CO •° ir N h R" N .,r N N N N + p U iAto N'LY TOP OF CURB PROFILE dD cq O o , �N 3� '� N'LY TOP OF CURB PROFILE NATURAL GROUND Pi h M � M/S?v - v C4 co rd to .� I 45 ao v�co v 45 55 N LY TOP OF CURB PROFILE N to — ,�• 55 J 65 NATURAL GROUND 65 NATURAL GROUND !R, -l0 o p N �� t- '� *,GV���� ,A 66`1• I o _ ✓ E�- SO N R I ' 24 /6 �f � 0 \ T R=1• 0 90 p / O 0� I + M _ 40 1R=117% SON• o1, �3 w til ti �fOg� F ap11 �bae EXIST. CENTERLINE PROFILE EXIST. CENTERLINE PROFILE k EXIST. CENTERLINE PROFILE 45 g�� 45 55 55 65 , 65 wZ �o Z 40 fie• ��, `age PROFILE SCALE HORIZ: I" = 40' VERT: I" = 4' 14PALM DR. 15 , 16 17 18 19 20 21 22 23 24 25 SIDEWALK LAYOUT IS CONCEPTUAL ONLY, APPROVAL OF THE FIELD AN IL SIDEWALK LAYOUT SHALL BE MADE IN THE D ADJUSTED AS NECESSARY TO MEET FIELD 1U CONDITIONS AS APPROVED BY THE PUBLIC WORKS b• I 0 �` •� INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL 1! m + m CONST�tUCTION, p h ALAMEDA ST. �• � ! �) � � 1� / CITY LANDSCAPE O r N .C e CITY LANDSCAPE + h \, MAINTENANCE EASEMENT t6 )� 11 MAINTENANCE EASEMENT N 04 SEE SHT. NO. 4 to �? r W 33' 33 N CD 07 VV h 12 N ss N + 13 - ! �, h �14 15 18 19 I , 23 24I6 17 20 21 22 N I Lo L=59.05' � tia• F � 5 _ i • 1 \ Fj / L=5r�.96' L=23,71' 137.46' 56.60' 5500' 39.00' i� I I 38.00' 53.00' 55.00' 55.00' 42.00' I– 1 R 0 �3b 1 * -- — -N of �' o E . – _ 2 ' N0. Ib Z Z s V -- -- - - �o �oF �F 1 F` d� _ W H � 11N TS�, C/ca., Jo�� n � - �, - - - _� ; 2 —- _ 1,. ----- T�� x`�� WHITE LINE 3 2 - *�`�. Ld U t 0 _ LF Z W _ ` 3 . N41'30'51"E - — U G Z 8" WHITE LINE _ - Ic, 4'y 't I i I 01" p1 NINETEENTH STREET ,ass os� `�: � ,P✓. Alm . �Y���s �i:�i ey Q�� 33 33 Q I DESCRIPTION OF REVISION DATE APPR 2 � tA CITY QF RANCHO CUCAMQN GA CONSTRUCTION NOTES N p PLAN 8 PROFILE 2 CONST. 4" A.C. OVER 4" A.B. (SEE GENERAL NOTE 17)a 3NINETEENTH STREET CONST, 8" CURB 8 24" GUTTER PER CITY STD. DWG. NO. 303 4 CONST. SIDEWALK PER CITY STD. DWG. NO. 310 8 304 CURVE DATA 5�- CONST. ACCESS RAMP PER CITY STD. DWG. N0. 310 TRACT NO. 13425 6a-- CONST, SPANDREL 8 CROSS-GUTTER PER CITY STD. DWG. NO. 308 '" `� -� APPROVED BY � DATE A R L T I I INSTALL STREET LIGHT --9500 LUMEN H.P.S.V. -' R f >; 1 �Q ;_�'4/ CITY ENGINEER — R.C.E. 0� 22.397 ; 1 90.00'00" 35.00' 54.98' 35.00' 15 INSTALL R-26 (S) SIGN `/ C` F \ �r� DESIGN RECOMMENDED 2 16.55'51" 1468.60' 433.80' 218.49' 16 ALL STRIE'(NG AND MARKINGS PER CAL TRANS 'TRAFFIC /��' �`� q ANACAL ENGINEERING CO, ! f TK MANUAL, CHAPTER 6, ALL STRIPING TO INCLUDE `� P.O. 80X 3668 3 19.02'46" 1500.00' 498.63' 251.63' INSTALLATION OF REFLECTIVE PAVEMENT MARKERSDRAWN( �> 12 CONST, A.C. OVERLAY y Y)r91 /± + DFL ANAHEIM, CALIF. 92803 S"58_ d r OF CHECKED R.C.E. NO. 34857 DRAWING N0. EXP. 9!3019/ / .� TK DATE 4 - - g f FILE N0. 7(a BENCH MARK NO, 216; CHIZ 'd N.E. CORNER CULVERT HEADWALL N.W. CORNER 19th ST. 8 HAVEN AVE. ELEV. = 1430.888 m G cq f m 00 m � • Nv N / X-��TTER 8 2a2'I° N'LY TOP OF CURB PROFILE �i R=2.12% - 75 L*loor vc / 75 - PI=467.72 Ld NATURAL GROUND m cr VN N m C9 { m M N ♦ M + 3 w N N CID. 10 + fa N 70 clq CO a0 + to N•� N �0J EXIST. CENTERLINE FILE X PR d tK a // `CK 75 / 75 b1 • 6�p 70 h 0�', PROFILE SCALE; HORIZ: I" = 40' VERT; I 4 25 26 27 28 29 30 11 �� • tii� CITY LANDSCAPE m �< MAINTENANCE EASEMENT TRACT NO. 13425 qiV N 25 26 + �� '� ,h 27 28 J� SIDEWALK O 29 �� 32to 4 } A.C. BERM � L=50.00' L=48.00' 30 Q _4740 ^� INTERSECTION OF 19th & HIGHLAND = z -. _-� 31 ~ - "` L_ 4•or N SEE SHEET 4 OF DRAWING I NG N0. 1369 _ _ 8 19th STREET � t!) a�O�`'• �,2 w��rf Tc 5�ffi C�� �a��7` "' —_ r' I WW t _ z W (n i5 -� _ t.,0 6 - — ��r SEE AS BUILT a CURB 8 GUTTER REVISION AT i -- �_ RIGHT HEREON 4„CAN ��S'��• ���eAS Fel � \A.C. BERM E CINES SIDEWALK LAYOUT IS CONCEPTUAL ONLY, APPROVAL OF 3T G SAN ENITO THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE \ \ k00 AV NUE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD TRACT NO. 12952 CONDITIONS AS APPROVED BY THE PUBLIC WORKS /94/90 INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL I J9 ��� AS BUILT INTERSECTION 19th 8 HIGHLAND. �S,i , I-- CONSTRUCTION. q -CONSTRUCTION, S ^ t}3 NINETEENTHSTREET Q/, REV. INTERSECTION 19th 8 HIGHLAND u. 1/23/90 ptAl� ti DESCRIPTION OF REVISION DATE APPR. ' \� �� sem, • . , �� CITY OF RANCHO CUCAMONGA z PLAN 8 PROFILE CONSTRUCTION NOTES 22 CONST, 4” A.C. OVER 4" A.B. (SEE GENERAL NOTE 17) NINETEENTH STREET 3�- CONST, 8" CURB 8 24" GUTTER PER CITY STD. %3. 303 4 -- CONST. SIDEWALK PER CITY STD. DWG, N0, 31C 8 304 TRACT N0. 13425 D R L T �— CONST. ACCESS RAMP PER CITY STD. DWG. NO. 310 f �. APPROVED 8Y DATE II INSTALL STREET LIGHT -- 9500 LUMEN H.P,S.V. y 1 L53' 1��-- INSTALL CITY ENGINEER _ R.C.E. N0. R. 26 (S) SIGN 22397 1 18053'07" 1332.00' 439.04' 22 j DESIGNANACAL ENGINEERING CO RECOMMENDED 2 21.16'24" 1300.00' 482.68' 244.15' 16 ALL STRIPING AND MARKINGS PER CAL TRANS TRAFFIC ( `� TK I Uc A, 1111'►/SS MANUAL, CHAPTER 6, ALL STRIPING TO INCLUDE 34' " P.O. BOX 3668 INSTALLATION OF REFLECTIVE PAVEMENT MARKERS . DRAWN ANAHEIM, CALIF. 92803 SHEET ;? CONST, A.C. OVERLAY DFL 6 OF 8 - - CHECKED R.C.E. N0. 3485 DRAWING NO. TK DATE EXP. 9/30/9/ ��_6 FILE NO. �D 3lw A6 k R M Ird�' �qb j _ 9 T HIGHLAND 20 AVENUE cn �6 oa PQ ~x C"'S,(��s —_ .1 32 k g�h . 6 c XL s,Pco SCALE I"=40' �� ��- A'Janc ori s�i� r� Cif.Szds 10 o �rin ,��ir� Lines .�� � ��r4•,� 4syecPo/ li - .c C LU low 14� c� 15 T H I GHLAND�-� AVENUE 17� ��s 18 b-� 1 1 9 20 3 - - - - - —~ 1 }z�147 A.Cl,Qprt�n � `sa � -e � c� - ---� - �,\�, -� --�- ` .d ,� �� � � �.,fie To .� /! �_� � r„-- �`�, `-.. �, .��x -- �•- -o c� � �C � - o o �f--J// T/ fL �k �Tycrc �! ,,(rix ciJ - o , 33 32 69 71 70 68 47 46 45 34 48 35 If 4g �'x�sf � �/ z 'CH.a,��,�_-r -1,- A-0 DESCRIPTION OF REVISION DATE APPR. 0 C I TY OF RANCHO CUCAMONGA vrul del , 0 AC'APron - 2 CM .4.C. fo✓cdSwo A.C. �4v�di40p 12 OFF-SITE FLOOD PROTECTION SYSTEM $dp d No pie 'o Z TRACT NO 13425 ��oQ�OF�SSIpN4e APPROVED BY I DATE iF� �� CITY ENG I NEER RCE N 22397 DESIGNRECOMMENDED cJo ANACAL ENGINEERING CO. 9130191 P.O. BOX 3668 � DRAWN ANAHEIM, CALIF. 92803 sNtr S CIVI �P RWJ �Q n ( ���jj� 8 l411 OF CAL�FCHECKEi �" ' ?� y ^" RCE N0. 34857 DhHw , �„ vim. TK DATE T �� EXP. 9/30/91 �3- FILE NO.—