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HomeMy WebLinkAbout1265 BENCH MARK . GENERAL NOTES /3! • • °f 2 txi5rit/cs, /Mf'PoyL'MF-.c%5 1. All work shall be done in accordance with these plans, the City of BENCH MARK N O. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public 67# s><� TR�tcj N�• /�7/ /Ml"I'SOV,EM,ENT ��,,ttiCs, p�t/G• //g/ AT THE NWC OF HAVEN AVE. b 6 2�-/2 � V^1`fT" /7 4`/7 fo/g /6/U/NG SrR/J"/Nr.• 19TH ST. , 44 FT. W. HAVEN current edition. Contractor shall be familiar Works Construction - curr 5 � SRy 6 63 FT. N. 19TH ST. , SET i , d - _ DP.I�E PIN w/C.S . TAG IN TOP an 50 with and shall be responsible for adherance to these Standards �p /O ,80 7 7' 7 / O'- ' 2' �� r Specifications. � /O - .,T . .3.. E. E.�D OF A LEAD WALL IZ,f-yz r- L/,c/Z-- I , � ' 70-113-24" CMP--ELEV. 1430 . 686 � � 2S - 2. All pipelines or substructures of any kind, telephone or power poles, �2 fit � • p G7' water meters, valves, fire hydrants, etc. shown or not shown on these /AZ I I D � 4 plans within the right-of-way limits or in adjacent areas where - improvement work is to be done shall be removed, relocated or protected i2, �/5'" _ a -i troy PO / o `T- - -- CONSTRUCTION NOTES & UANTITY ESTIMATES in place as required at no cost to the City of Rancho Cucamonga. I ..r ) u-- - - _ 'Al- improvement 3. Any contractor performing work on this project shall familiarize him- "'A.C.DY,� 0-CONSTRUCT 5" A.C. OVER 4" A. p. -------------------.------- ---- -- --- - - --- mcg, 670 self with the site and shall be solely responsible for any damage to l• existing facilities resulting directly or indirectly from his opera- 2, 05 2 L f �C!'c G/rY �� e PGC' C 'l�'� � �� O2 -CONSTRt1CT 8" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303.------ ---- tions, whether or not such facilities are shown on these plans. M I L L I K E N AVENUE ov(; /V' -a 04 W1 WII '" " n����/ O3CONSTRUCT 8" CURB W/48" GUTTER PER DETAIL ON SHT. 1 . -------- - ------ /!O L•f. �,c 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering , No 5 -4 �u5 �/d` lVL.. Department prior to any encroachment or construction within City of TYPICAL SECTION /lo 0C7"L,_ n �- CONSTRUCT 8" MEDIAN CURB PER CITY STD. DWG. NO. 301 .------------------ 68 L••f' Rancho Cucamonga easement or right-of-way. 114 ( STA. 139193.52 TO STA. 141167.52 ) (D--CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 4- (W-�pm PLeN, g�(p �P 51:� 5. All grade stakes shall be set by the Contractor or Engineer. Paving Ti.= 9 /t 102 O l03 stakes shall be set at all hinge points, edge of pavement points W L y �'L Y � 6O--CONSTRt1CT HANDICAP RAMP PER CITY STD. DWG. NO. - E1-.---` -------------- 17 + 4 oCAA within 0.01 foot of sub-grade elevation and at not more than .50 foot Q/yv ,Q/11/ INSTALL 2" X 4" REDWOOD intervals. Additional paving stakes may be required by City Engineer /27' A/3/7'L. ,LOT AREA O-- HEADER.--------------- ---------------------- -------- !6 �••f as needed at warped or vertical curve areas. 0DEpIC�1TioN ')2 L`x�ST'/t/c� /M�QO yCMF•c/T5 35' /�ofbSCo SRI Es &S���,Q� O-CONSTRt1c'T BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP . PAVEMENT-_- 6. All sewer, water, electric, gas, phone or other utility laterals, 670 L` • I PER CITY STD . DWG. NO. 405.-------- ---- ---------- ------ ------- /7G /-'r`' mains, or crossings shall be constructed prior to paving. � � /'ERJM E rCR. Wetl.L 7' ' ( l3' ®-INSTALL STREET LIGHT (LUMENS PER PLANS 10A�coq�AiN/�r�d w/ &.G.�`. /V`1p------ /6 �A 7. Compaction tests of embankment construction, trench backfill, com- 7b•�8�'��p /`�R �rp����� • , actin ori anal round and all sub- rades. shall be performed at no «yam L/,�/� I 3' 5' ; Pulp _____ P g t g g p I 2'"• O2, A1/N. REMOVE EXIST. BARRICADE & TEMPORARY PAVEMENT.---- ----- --- ------- /�5 440 cost to the City of Rancho Cucamonga. A written report with these , `, 0.67 O ITA - --___-_ /O /I REMOVE EXIST. REDWOOD HEADERS JOIN EXIST. PAVEMENT.------ --- .29207�20J compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. /5; A - - I I 1� �S v 32� ----- ----- ------ --- --------- --- /'�• 75 _ - :.I toY. !2 ADJUST SEWER MANHOLE TO GRADE.------ ----- T 8. At the completion of paving, a materials report shall be submitted to Z the City Engineer. Lising all tests or determinations completed to 5 // c N h 9-INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 & 402 .-- - -------- / aA verify stability oil content and Gradation of asphalt Paving • 9. Prior to installatic*.t of any Caving . a materials report shall be /q INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402 . ----- - -------- -- / ���' submitted to the City Engineer. Listing all tests or determinations M I L L I KEN AVENUE " �� completed to verify: + sieve analysis and sand equivalent of CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD. DWG. NO. 518 .------ 2 O 5.� aggregate base. ro TYPICAL SECTION !6 CONSTRUCT CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 502 (w# v,0� 17An/L__ 2 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) ( STA. 141+67.52 TO STA. 145+11.52 ) !� INSTALL 27•' R.C. P. , 1250-D. --- - ----- ------------ --- - ------ - --- ---- /2 L.•/• !8 INSTALL 24" R.C.P. , 1500-D.---- ------ - -- -- - -- ------ ---- --- -- -- ---- 6 Lf 11. When improvements are to be placed on native soil which consists of a •Y1 rocky material, the sub-grade shall be prepared by removing all rocks W'L y ,Asj'ty /04"t0/./ �Y/5 SH�J: L Y ,. which protrude above the sub-grade and all voids or depressions shall � Q/w �t�t19 �r�r/L ------ ---- --------------- -------- 2 �f4• be filled with a fine grade material of a quality better than the nativ /2D A DD L. LOTAREAL material. STIaN Q //•�P+2vY�MFx! " 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant �� � . � , � nt�✓f}rG registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly /a8'R/METER applied at the manufacturer's recommended rate for the full pavementINA 14 prior rior to paving. 3 5 «yam � VP�t[7 i I �/,�/�-� 13. Estimate of quantities is provided by the Engineer only for the con- 3 T - venience of the developer, the contractor shall make his own deter- `, p.11" 0.67 �--�- O� d. �tt� I /12 �• urination of construction quantities before submitting a bid. Any I item of work required by these plans which is not specifically listed -.�. in the estimate of quantities shall be considered as included in the �'.�� , i other items of work. 4;; �.4. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. ~ N � � eoun•c..r.+ f+.c.� rv,,L••�e I 15. City ,approval of plans does not relieve the developer from responsibility M I L L I K E N AVENUE- - for. the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to Z the. City Engineer for approval. TYPICAL SECTION 16. Work site and exterior streets shall be in a neat, clean, hazard free, (S.A. i45+ 11 .52 TO STA. :50+94.52; orderly state, throughout construction. Site shall be cleaned upon (S',A• 152+69.52 TO ST/1 , 159+27.90: request of the inspector. _ T. 1 . 9' R 56 48" 2 17. Native soil to he scarified or ripped between median curbs prior PKC < �', M u VA to fill placement . ti�`r yr •I X l✓LY SLOPEd• TC. E.-EV- ,+ F 16. CONTACT UNDERGROtTND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY Y4 F COMPANIES AS REQUIRED, 2 wORRING DAYS PRIOR TO EXCAVATION, B9'E,ri.TTi�y6 /i . .5 . ,eof�SEo 1 3/g".L�P ��Z. M10M10 of P�r�r 2" PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 4 35/ 8 � 114 A. CUCAMONGA COUNTY WATER DISTRICT / T 9641 SAN BERNARDINO ROAD ; LEYEG G/.c/E 25 22 ,� Pr 61' I�a�X M�� RANCHO CUCAMONGA, CA 91730 (714) 987-2591 �, 0.80 /� V/GINI T�Y MSP r° B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION (818) 969-7911 2.0 _ 5� _ i� - _ / Imo o ?• ►�- C. METROPOLITAN WATER DISTRICT48" 8 P.O. BOX 54153 (714) 593-7474 / i2EV/9ED PLiRKWt\Y 8EGT/oN3 5/DEt�tLK p/ /8 02 LOS ANGELES , CA 90054 EXT. 6461 2 NOTES &S D1hfffN510N 51/JEWLILK, l2EV/'3E CONST. NOTES / _ NOT GE55 AT/�4�/JD�VT.S NALEG /S . CE <DC7E7 SZEV/ST/G /s /`,91Z TP. 150-4 a 2 As�/oWN MILLtKEN AVENUE AQ OJ TH//OFET APT * NOTE: UNDERGROUND ALERT CONTACTS: - --- GENERAL TELEPHONE TYPICAL SECTION z ALZW17 C�/RBS Sft57L BE C1 0,-- ;4/5 -6 /A/ AC�OROFNCE DESCRIPTION of REVISION SO. CALIFORNIA EDISON WITH rNE t��sT Eo/rIo1 o� r�E srD SPEC. �R PU6L/C I�Lt�iPKS Ga�/ST" UNGE55 GTLfERw�SE /NOK'ATEO. DATE APPROVE SO. CALIFORNIA GAS COMPANY (STA. 15004.52 TO STA. 152+68.52). .. .(STA159+2790 TO STA160+2000) TYPICAL SECTION CITYCUCAMONGAof RANCHO CABLE COMPANIES T.I.= 9 R =66 -- 8 CURB FACE & 48 GUTTER �o�Q�Eo MILLIKEN AVENUE vot ell � -- No 1STREET IMPROVEMENT PLANS FROM MOUNTAIN VIEW DRIVE TO BASE LINE ROAD 19 The final or surface layer of asphaltic concrete roadway pavement M shall not be placed until all utilities 6 utility laterals within ft CIVIL the roadway have been installed, all on-site improvements including ' OFCAI�� TITLE SHEET all grading have been completed, and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of APPROVED BY 0 ATE r5;r1xthe city engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTORSPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTORNOTICE CITY ENG;NEER RCE N397 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHA-" L. '✓E RIFY ALL D E SIGN M ADOL AS CIATES, INC. RECOMMENDED installation of street lights, street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS OF SAN BERNARDINO COUNTY be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- CONSULTING CIVIL ENGINEERING t>o A olllb NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAW N AND LAND PLANNING SHEET 545N. Mountain Ave.,Suite 05 PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. ft°5• UPLAND CALIFORNIA91786 N THIS PH � OF WORK ON�(714 aa � NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF O O �-2g4�1�¢B/ OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CREC KEfl RCE No -1 DR WIN G NO. / G•�' ��� /p OF THE OWNER OR THE ENGINEER. OA E FILE No -Z" `5H�F7- �t BENCH MARK : - - 1 - - - - - _ r T'P{/E CE.V6 7r _ C. pt p.C. I i f - O tV BENCH MARK NO 96-B a 'V a a/ i i p : \9 j r : t + t I i 1 t fi AT THE NWC OF & 4 { 4- = :/� HCl K1 a N t 1 fi i f t t 4 FT. WN HAVEN 19TH ST i 5 .// V V V V� & 83 FT. N. 19TH ST. , SET 14 N1� o _ • 'L=12.324' �Q 0 ►� � � y,h - N DRIVE PIN w/C.S_ TAG IN TOP I` - N._ t3. �. : - - y END OF A HEAD WALL E- 2e:3 h '� `I t f O'� . : : AT THE E. V n1 t\ �P { FOR 3-24" - 5c�i lU 1� N `� i b CMP -ELEV. 1 - t h �9, T�� ttj �' 0.1 L �� - - 1 r �l p � �. N � � t � t � 1430 686 NI ,I+ N Tv f :ttj N N +�' 70P Or N \ - _ t/ 5 ICU O . lzao i!ci ; Pfr,� 2 > �: O j °� m �' - 1.0 i y � .� - - - - - - tel: p GV. l'CJ� t 1 i i t p ) I 1 b o a i� ON b � { A O h 1 N � L N til' O �' � ?4 , gym' 1\ �. o 'a. r\ o V N h r\ N N O i E.1'/ST G,eGYJ�lfb O N n 'O 0 ty 1. 1`0_ aZN. ` b O �F2b opt . . . . . . . . y, ►• to o. N 1�. `� rpiv 01.p 9X49 7' 0o°/. � }"�"j i�•o Min/raw cc�� 2. �'� �- "�' . , - �,--j-- 1444 ./ � iv4' EX/.S'T• � �V �1b� : . � t N G,20Urt/,t� bl V Z=64,` Af4 614 4. zt ec P.Y/ /275.36 �1 , . t y • 5.37' p,C. O.C. �! N N PCiEGE T �Q v D ^ rt �, i W. `j U N v N Its o . . N f. '� \ \. . . . . . . . . /27 - . . . . . 8 $try �: �, W �. `` t �- TOP. o . . . . . . . g _ . . . . . . h .a . . . . h N `' N . . . . . : : . . I o 1 4/ \. '� N'�' 2 s� 2`3� PROFILE .ecr .a . ! t �O�2G�D`�G i G /pry L/1/F V►`� +� t �y 1 H0 R. 1 �� 4 0 . i c Z-.1' , C+ _ VERT. I . 77• PI! Ui .� /2 74 4/ ,tsUS ,�� � � .y � � .� 4 L L � � 124 i s A.mac/+ t7•,tcP i�o.: L , /.�7 /38 A19 A w /4/ N \ \ /42 /43 oma^ t4 N � � CONSTRLICTION NOTES : /�.O/` 000I V.C. /�-- CONSTRTTCT 5" A .C . OVER 4"A.D. VPI =/27:'.74 2�-CONSTRLTCT R" C'TIRR W/24" GtTTTER PER. CITY STD. DWG. NO. 303 . T��• =/ooh; 19 CONSTRUCT 8" CURB W/4R" GTTTTER PER DETAIL ON SHT. 1 . 3 �CONSTRTTCT R" MEDIAN CiIRB PER CITY STD. DWG. NO. 301 . /03 Jr 111�� Q a-CONSTRTTC'T CiTRVILINEAR SIDBWA.LR PER CITY STD. D�It:. NO. -;AA CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 41A 102 `1030 7 INSTALL 2" X 4" REDWOOD HEADER . 77 $O- CONSTRUCT BARRICADE PER CITY STD . DWG. NO. 4(14 AND TEMP . PAVEMENT SCALE: 1 ' 40' PER CITY STD . DWG . NO. 405 , �--INSTALL STREET LIGHT (LT.IMENS PER PT,AN;&,'0 My mE�V--M-WR '� h�°) SEE /rJ.�eOf/LC/'1ENT PLA�t/S /O REMOVE EXIST. BARRICADE & TEMPORARY PAVFMFNT. V PEe 7e- ,40T if/o- /207/- OK/6. N0• /M/ Q Q` // REMOVE EXIST. REDWOOD HEADER & JOIN EXIST. PAVEMENT. /2 ADJUST SEWER MANHOLE TO GRADE . �C/5T/�1�NJ. ,�4Y�✓j7�il/T5 (�l3-INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 401 & 402 . V U V v v N V 6 k f�-� T.� If,, �2�7/ a- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402 . �s �� 15 rONSTRT.ICT LOCAL DEPRESSION CASE "A" PER CITY STD . DWG . NO. 518 . v V Q W @ � � 1 � h � � � , E,LY'E" OF 1 N v /6 CONSTRUCT CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 502 . qq I� P,41��7-7.55X T X0,2 0'J /7 INSTALL, 27" R .C .P . , 1250-D. o N N it it ON • h N �� 1 7T,2. /267/ OW6 NO. //-I/ ^ y %D j M /8 INSTALL 24" R .C. P . , 1500-D. O ^ h ti n1 Z I I 6 III �$ �, W W h l9 urrg1-1-, r /�a^Y t'Air �r^/L oN s�rr X 3 6 - -rJ 1 (• k `tiry Nh-`A> �a 9 Z�,� `A',Ua (�: u -� ~ - I �� �� t ��ss V -_ f - � b�`J - --58 Its g O P--e T.P. /2G 7/ -r✓►z �' wit �' Ir Witv� v \ 4}' 1 PPOA?5 b.PE.P T,P. /2~.07/ 00'/3'24"IV � ' \\ l�\� _ � � `���• n O yJ 1g. �I `� W ,� UZ1� 3 F L v���. /��/ LINb 17/MENSlON.51C.�Eµlctic�C; RFI//9E 1 o I% ,G �3 2 _ a 5. 2��. . l� Il © coNBT. NOT',C- NO, 5 �. Z�2 2.► - 12� `I 12 o,0 (!2 / P�,e T,�/2�7i �9 [Jp of P,eOPOSEb �- _ - \� W , t• � a / 1� FOR TR 15492,nl � EXIS�P � UST/pDE aOXEs�`>a?q 5K�N5 Tnyg� Y . L . =� D E S C R I PT I O N o f REVISION ��c - 1I \ GATE APPROVE 6 /A - /8 5 M ss, , CITY of RANCHO CUCAMONGA �� ��� �� u 2 y �KCtloeVe 04 7-4 `� MILLIKEN AVENUE N N ,� e, v I 18 �� W 58 y �0 5 'Q +� h 5<v N o 55 1 Ne 14 ti 0� , I N E 3 g n l h N • # STREET IMPROVEMENT PLANS (o �� /8 90°00'00// 35.00/ 54. 98 35.oo ►� �` x�x �Z I b x h 1�' '� '� O th I I I I I „ p, �1 OF C�ItiE 40/49'/ 205.00 45. 37' 22. 78/ ,,2� a h Q STA. 138179.52 TO STA. 143+00.00 0 h APPROVED 8Y D ATE t�x�?, F6 _ NO. 154,92 s-�,� . c' E'L�E1�.�fO.e D � CITY ENGINEER RCE.No 'If __'1_251 Q \ \�(J b Q��.� \. RECOMMENDED M M_NDE D BEi�.s�. .eioe�v,�o.4oCorw'T' ,� Q � � - t}. Q ` DESIGN MADO OCidTES, INC. F -.. $, OF SAN BERNARDINO COUNTY le" el.-z� �i vcoy oy�.e EE1 �Q� N c� �'.y,6.� $. pcgA, 9JALS CONSULTING CIVIL ENGINEERING o �t h \ DRAWN AND LAND PLANNING SHEET MILLIKEN � � 1�� AVENUE � � .q!/w�Of-�"' 549 N.Mountain Ave.,Suite UPLAND CALIFORNIA 917 6� 2 _ PHONI (T 4) q46-294 1 OF'-'- J � KECKED: RCE. No /'¢ DRAWING NO. G-H. p TE / /�' d8 FILE No .r +Fr MILL.n h i 136400 1v 144400 - 16 [0.27] FJ 792 228 18-Jun- C"., 7 17, , 1,-7-79L - i �SfIEET z o� z9 {{ a BENCHMARK . { 4 4 4Il 1:0 co - B t � BENCH MARK NO. 96 . . . t t . . • . . . . • . . . . . . . . . . + c1w . . • . b i AT THE NWC OF HAVEN { . Ol7 N01 EX ST . 0� OF 1.1 LY . CURB a xr N 19TH ST. 44'N. u C.L. C.L OF AVE.•HAVEN. i AVE 3 83' N C L OF 19TH ST + /soG• M SET DRIVE PIN W/ C.S. TAG IN , • . i . �,TN L��t fie v TOP AT THEE EN D OF A HEADWALL M 32) i!' > FOR 3-24" CMP+ i ! + rELEV. 1430.686� �1`0 u�o y -- - -_ - + n N tv '4 V 8 j 0 0 a e` j -,� cv '130$' ` -q+ LD-cu �.i O`t-� iQd: On : aorn crN o : . acv �� i v . EX I ST . TOP F MEDIAN CURES In^'k cn ac 0 r, to N ;,� .� a i13*15 t ? a O + �� Orn I v o� ,,��7 �� / ' x.361 °/ , O^ �rn� �rn ecu '� 1284 — , -cv . ( 2 ° ^ . rn cv ,�cv r� . t- Q ! . v . .r C) to "� /.i►'a./o ' :1304- w 304 } O ACU :0 wool `��, • . 2`1�`((lJ�� /50 �c- Q o 1! / + o i 00 oo*ot Wj —l—�-- 1 282 rnj570 V ro . . . a CU j P/. -�2�5•I2) ^ cD tfJ / i (U J 1280 - - - - - - - - - - - -- -- - - - - - -- - -- _ �- ct • _ cu -- - - - - - - - - ^- - - - -�—� - - -- - - - - -- - - - �N � o ~ o rn rn C� , to-� co + t\ In ' . ; j �J . m k� l� f+ 0��1 d-c u `' ,, v •-1 m d P`�P`� + LO p In r'0 I-OD �, ' p� N + to N robes: m� �O InrZ 1308 n �N �.� �� o - + Orn . U Lc) ,�0 --o . . . . . . . . . } 0 ao c�, N 1286 — r; .00l PROP% : TdP OF E' LY CURB 00^ o rn xr cv E. - + o--v �; ool 1306 . . . . . . . . . . . . . . �N �2 •n OD t�a0� 101 ecu �. LD roj , 0� 00 _ i } t o r� N - cv to ro 284 - - � .— �. j o 1 �rn ��j + ^ .� �� wo o. . i ^ �^rn v cu .98) % . . . . . . . . . . . c. . . . . . . a N . . . � 60� fi' : 1 282 — Df o"'• �� cv �� /so V.c. 1 > +o rn . `. } Iso'V_ c _ 1 +O P/• _/2 .32 ltJ 0LC)01 - f'/• - /906 1 i 0 to cu 4 t 00 ,I-Cu . 1 .gCU ao Lr)0D8 a . � N ter? + N� �� �.•6� Ino �� cvo ` ! 1 o • m ui + to � N # O m Lb I".i In + to -= o to r) 1308 i ++ L . . , Lr)0) + 0 N �.__..__ . t � M b M M In ro - o� mrn ori i 00 / cu ! EXIST . GROUND A ELY . - R/W 10OD o � j cu -- . . . . . . + r; o o -- 1306 f In I0 r? J, + N ,/° Ids GD + CU O N i�fi CU ; O 0_ _ !` 1 { r)OD �`� .36 Q cu t\rn In r� 1284 — '1- 2 + ^ � cu _ . . . . . . . . { -1304 i I-cu j oo PROFILE InM •1. ! ; 1282 — e / _ 6 . . . . . . t .9 ° MOR. 1"- 40' -5 { VERT. tN=4� j i I t 1280 — 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151 +00 152+00 -77 SCALE: 1- - 40' v � � NJy N � gv � MILLIK N AVENUE v � v � x' 0�Rt 2 �� wt-Y• .Q/w AV rA\�ql �, -h/'� ►; ah _r Jll 44 - . Q �Z Y .e/w Az r.�.s 41 � y 44 23 TD g �- D/MENOION_5100/CILK REVneE CONST/YOZNo.5 0//-P//O?- 7-R , //2//OZ f R . 1%54 9 2 At © 915v 615mevK C) �.s r PAv gkw r,Ao,��wraN� ?R./54w2,ADaE'p 4isrpluvy-c/r/z✓TYm4Pr5frg �' DESCRIPTION of REVISION GATE APPROVE CONSTRUCTION NOTES: /O-- CONSTRt1CT �" A .C. OVER 4° A.13. rz/' 41V CITY of RANCHO CUCAMONGA 0 CONSTRUCT 8" CURB W/24" GUTTER PER CITY STD. PWG. NO. 303. E ) CONSTRUCT CURVILINEAR. SIDEWALK PER CITY STD. DWG. NO. , - t. ®—INSTALL STREET LIGHT (LUMENS PER PLAN; r" Q��Oapa<� Ne'tle�40?,r-/w �! --REMOVE EXIST. REDWOOD HEADER & JOIN EXIST. PAVEMENT. MILLI KEN AVENUE !2 ADJUST SEWER MANHOLE TO GRADE. STREET IMPROVEMENT PLANS STA . 143+00 TO STA . 152+00 APPROVED BY DATE 10# GTY ENGINEER RCE.No 2 397 DESIGN: MADOLE AND ASSOCIATES, INC. RECOMMENDED Nc. 14 1 S. 8, OF SAN BERNARDINO COUNTYA, g11�9e Em* )/)'/ 20 CONSULTING CIVIL ENGINEERING �e 77 DRAWN: AND LAND PLANNING SHEET 545 N.Mounteln Ave.,Sulte los ft C�y�` ! lis• UPLAND CALIFORNIA 91786 PHONE'(714) 9a� -2949 OF HECKED: RCE No DRAWING N0. G. l� TE / -/5-� FILE No. 1.2(0 ILLIKEN AVE. 143400 70 152400 - 710,27J PF : 792 901 06-Jan-88 Oi:.51 AM 126-798- 1 �ffEET 3 � .2 9 6r7YO G U' ; BENCHMARK : o BENCH MARK NO. 96-B // o pp: AT THE NWC OF HAVEN AVE. a • _ N N 19TH ST. 44' W. C.L. OF HAVEN AVE. 3 83' N. C.L. OF 19TH ST. o ' c + SET DRIVE PIN W/ C.S. TAG IN ir o. T /kP 3 G ) N G + � ) FOR 3ox. TOP -24" E.CMP . OF A HEADWALL U = e' .� + '� Lb ELEV. = 1430.686 y Ira 2 _ _ , J c t� n Kl + >I i QDLD n o T G + 2 Lc LO nLD N LD CO lf)D cc ull U) `� In d—j u'i 14 v 1 t cli O + Q o / 7� Gf O cilic + 7 e a CU I I I 1 ' _ t O OCU ' \, , - , , --- :� ' I"7 I I - • �- OCU - d. l� \in l I : O N ; J ;+ CaJ Ln I �, ,: ? , ; + ? 00 l� :+ • • ; 1 - Io : + 4 : 2 O , f CU 2 i- •+ I ? f : : I v v `� `_ --# i-- O •; 2 I ? OCU �- + O i � _ 2:• : 2 ; ; : I i i tv I O � �; i rte+ 1�1 , �. , �. . , I : • ; ; � N!, u) I\ � ;l V O ' ' ' ' ♦tn '� % i i . PROFILE i i4-4 41 I , , I tiOR. I = 40 i - ; I I t +TIF '/� o• 99 Tt-TF VERT. 111 + I 1-52+00 153+00 154+00 155+00 155+00 157+00 158+00 159+00 150+00 161 +00 162+00 Mill f nT AWG. NO. /fq/ SHIT /3 0/w/7 J r 1. J j\1 : ) 13 2 J J SCALE. 1- = 40' m/-7 vr-7q N rf 6s S. 4 - ROAD TERRA VISTA PARKWAY WEST BASELINE I [A I�, �,. � MILLIK N AVENUE �' •� meg , 83� o � � ,� .� I / � 1 � � '' Ws wt 100 GO G 8 r -�81 5�r�� 7r x �c oft .0 It 4-1 4ZX1 Ul VIP -�� kill? „t. �� 1'�1• ) ^��'�('�' lei .' o�,yh� y� , h -F.XI3j /reovn� /j5 U3 �� Nil �l) F�• � l���i �— � � , � ���� ���`�, ( ti ell, �' p 1 1V Srs 2 44 5 / — 2 �ti ,p•i� 3�t� y- —��' '�'� ��'—`g• °t�`<'��4 1� h 3''�~ c 2�3 �71 193p ~ —,� ' _ �� _��?� r� /3022 QppfESSlp��, 6 6 3 �` `y�yo ��� �'f - -1 / _ �� �f 1 -� � I tea. /07/- �� F �•. � � ° 29 0���1c • . ,.j�.. � 1�'��� 3�° � � ��� - • _ -- - N�'�'3�„� • i�9.�s , --- �����ry � �9�72� \'''� ��c. 14 14 U - �� / lS�;• 1 ,�0/�2� nw N� �83� /�9 2G' �(//�3;ES^� I - \ ��FL /) / cli F� /�' "z8 'rw i2o..�' o �L r. ,�e/, x rK II ff ly a o o REIN/5 CON.,TR. NdTE /VO. 5 0/2//02 get/5/pXyV.44KGV fAsT ,PKIu►�Y,AvvEvLd1 99-'7, Foe �` ;�t EAS' vyUr r�csD't”- R Pic�4�vs 'moi/ >� /M/'1l�,e 4v 6 T. 20/- /A/0. 0. C ,qw6• /� , rl�^ /8jf+ r"'eH'r• . ` °` o �,� + D E S C R I P T 0 N o f REVISION ,�j4s j s j / P,��n�t�/�r /"�•�Nb b � I 0 A7 E APPROVE o ril�w,CYt• 'q / •5.4 Z h 0 CITY of RANCHO CUCAMONGA CONSTRUCTION NOTES : . , /a— CONSTRIiCT g A .C. OVER A.�. M I LL I KEN AVENUE �2 -CONSTRUCT R CURB W/?.4_ GTITTER PER CITY STD. DWG. NO. 303 . �'LEEyEsj C��a'PE.�4•f,.t/o. 19 CONSTRUCT R" CiJRR W/48" GUTTER PER DETAIL ON SHT. 1 . 4v—CONSTRIICT 8" MEDIAN Ci1RR PER CITY ,STD. DWG. NO. 301 . ,¢f'/d3 0 STREET IMPROVEMENT PLANS 6 CONSTRUCT CIJRVILINEAR SIDEWALK PER CITY STD. DWG. NO. ' �W-Ill AA1 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. -� 1024!03 STA . 152+00 TO STA . 160+20 7 — INSTALL 2" X 4 REDWOOD HEADER . 8 CONSTRUCT BARRICADE PER CITY STD. DWG. NO. 404 AND Tv/EMP . PAVEMENT PER CURVE DATA �—INSTALLYSTREETnLIGHTG(L4MENS PER PLAN;05. roSa r��O�-Omucg op�) APPROVED BY DATE O DELTA RADIUS LENGTH TANGENT 1! --REMOVE EXIST. REDWOOD HEADER & JOIN EXIST. PAVEMENT. CITY ENGINEER RCE No 2 397 Q �� 11 tom' �o ov 12 X58' 22 �- ADJUST SEWER MANHOLE TO GRADE. D E SIGN: L.E AWAStOCIATES• INC. RE WMME N DE D OF SAN BERNARDINO COUNTY ( 9 --- co/V55r/f cJ' ,cars,any P�,n vorl IL c v sir. /. S' � CONSULTING LAND CIVIL PLANNING RING D4 A► 9 I �� 3r-.ocO' DF�AW N sus N.PL ND,ne�An,s�1r jos SNEE 7 0 � `� �• �7 S• UPLAND,CALIFORNIAOHN9T7a6 � O F / PRONE(714)9162919 Sao - oo' 1-7.-►�' 8. 18' NEC KEDS RGE NO �� DRAWING N0. r G. H. 0 E /�5-*a8 FILE No ILLIKEN AVE. 152+00 TO 161+00 - 710,27JPF : 792 902 05-Jan-88 12:33 PN, / 125- 798- 1 • �S�fE�T � of �.9