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HomeMy WebLinkAbout1582 BENCH MARK: GENERAL NOTES : STREET TREE QUANTITIES CONSTRUCTION NOTES a QUANTITY ESTIMATES : BENCH NARKNO. 96-BAT , THE NWC OF HAVEN A4 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY STREET NAME BOTANICAL/COMMON NAME OTY . SPACING SIZE O1 CONST. 5" A.C. OVER 4" AGGREGATE BASE. --- - - - - - - -- ------ -- - - - - ----- -- /��j 00 19.1f FT. W. t HAVEN AVE. & 83 FT. N. OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS 19TH ST. SET DRIVE PIN FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION I NCU jDI NG ITS ANNUAL O2 CONST. 3" A.C. OVER 4" AGGREGATE BASE. - - -- - -- - -- ---- --- -- - - - - -- - -------- 52, 600 S.F w/C.S. TAG IN TOP AT THE E. END SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR AND SHALL BE RESPONSIBLE MR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. -- - O3 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. PLAN NO. 104. --- - -- ---------- - 0j:5 L.f OF A HEAD WALL FOR THE CMP--- ELEV. 1430 . 686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER 4O CONST. 6" CURB WITH 24" GUTTER PER CITY STD. PLAN NO. 104. -- - - ------ --- - -- -- 2,GSD L.,f POLES. WATER METERS, VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT / 800 sr. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 5O CONST. CROSS-GUTTER PER CITY STD. PLAN NO. 106-A. - ----- -- ----- - - - --- - -- ADJACENT AREAS WHERE ;MPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,REPLACED ,RELOCATED,OR PROTECTED 1N PLACE AS REQUIRED Co,/V SCR Count c4N /y CA- _-pMiN.O.C. 15 6AL. O CONST. SIDEWALK PER CITY STD. PLAN NO. 103 (W=4' ) /.50 519 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. AM/AT/r awly_v� ���iTo�V ,�/�ouu3 /y EA• --so'M/NO.G. l5 6AL. O7 CONST. CURVILINEAR SIDEWALK PER CITY STD. PLAN NO. 114 (W=4' ) : - - - -- ----- -- - -4,6709,f 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL. FAMILIARIZE .41�✓T,PAt,�.4N .�`rgMG T1.B� HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY EuC.ac 8 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. PLANS NOS. 102 b 103. ------ ---- - �� aourNe,w rMcr�ic c�,�,rv�o DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY �a,PzANr9 PC.4G� N/Cfby7 ¢ Ep, �j'MiN.d•C. /S 6AL. -- N/C�a1G 5 !o'r�CAId_ Gf.,.��o �rVT FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN - - 9 CONST. DRIVE APPROACH PER CITY STD. PLAN NO. 101-A (W=16' . X=3',UNLE99 - - --- $/ 04• ON THESE PLANS. EA . 3o'M/N•O.C, /5 6At• OTHERWISE NOTED) . 10 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300 - -- - 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA Q .Q45T/i4 004101 dao 64 c 7E/► . 3o'Mv�'. o.C, 156AL, (W AND V PER PLANT . - - - --- - - -- - - -- -- --- - ---- - - ---- - - ----- - --- - ---- ---- _ ENOINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OFRANCHO CUCAMONGA EASEMENT OR RIGHT- OF- WAY. NOTE: SEE STREET TREE LOCATION PLAN FOR TREE SPECIES SYMBOL. 11 oRPSR.DETOCAIL 5DEPRNSNIOE �PAER CITY STD. PLAN NO. 307. CASE "B" - --- ----- - -- - -- � �' � s 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 12 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V. BY SOUTHERN CALIFORNIA PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT EDI SON. PAID FOR AND COORDINATED BY THE EA N POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED STREET TREES CONSTRUCT I ON NOTES : 13 INSTALL STREET NAME SIGN PER CITY STD. PLANS NOS. 401-A AND 401-B. - -- - ------- 6 EA• ' BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 14 INSTALL "STOP" SIGN (R- 1) PER CITY STD. PLANS NOS. 401-A AND 401-B. __ - - 2 CA- SITE 6. ALL SEWER . WATER. ELECTRIC. GAS, PHONE. OR OTHER UTILITY LATERALS, STANDARD PLAN NO. 501 AS APPROVED BY THE CITY INSPECTOR.- ---- -- --- MAINS, NSPECTOR.- ---- -- ---MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 2. ALL STREET TREES ARE TO BE PLANTED AND STAKED ACCORDING TO CITY 15 INSTALL LIMIT LINE AND "STOP" PAVEMENT MARKING PER CITY STD. PLAN 2 &4 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. STANDARD PLANS NOS. 502 AND 505, AS PROXIMITY TO THE HARDSCAPE NO. 133. - - ---- - - -- - - - - - --- -- - -- - -- - - --'-- - -- ---- - --- - - -- - -"------ COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED DICTATES.ROOT BARRIERS ARE NOT REQUIRED. `+ AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 16 REMOVE EXIST. CURB AND GUTTER. ------- - -- - -- - ----- - --- - ----- - - ---- - ------ ¢72 L.F ° THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL 17 INSTALL 15 GAL. STREET TREE PER CITY STD. PLAN NO. 504 AND NOTES 59 SURFACING. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL HEREON (LOCATION AND TYPE PER PLAN) .- - - -- -- - -- - -- --- - - -- - - - -- --- --- - - • AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED ® RELOCATE EXISTING STREET LIGHT. - ---- -- ------- ---- -------------- ---- Z E,•4. LOCATION MAP TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY TOV I NG VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT THE ENGINEERING DIVISION. !Q ADJUST SEWER MANHOLE TO GRADE PER C.C.W.D. STD. NO. 18. Q EA, 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 20 ADJUST WATER VALVE TO GRADE PER C.C.W.D. STD. NOS. 4 & 4A. 10 6A- BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EOUIVALENT 2� 4"T Gr/Pe3iae OrW^1 0/7zE1- !�Vv .vo. /497-.d. 2 Erb. OF• AGGREGATE BASE. 10.PAVINC SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS_ CONSTRUCTION NOTES ( STORM DRAIN ) 1 1 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONS I STS .. ____ ___ __ __ ___ __ _ _ ____ _ ___ _ ___ _ ____ N, / 1 / / I � OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING R �p/� 31 INSTALL 24 R.C.P. . 1500-D. 9'Q 7 L•F / � \ ' I I i .r ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND, ALL VOIDS OR •• _ _____ 35 l..F / f F DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 64 ' ® INSTALL 18 R.C.P.RCP . 1500-D. -- - - - - - --- - - - ------ - - --- - - -- / wry, I I + T OUALI1Y BETTER THAN THE NAT! /E MATERIAL. © \ CONST. MANHOLE NO. 1 PER CITY STD. PLAN NO. 318.--- - - - - ---- --- ---- ! EA� � - 12. iF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 30 0 CONST. JUNCTION STRUCTURE N0. 2 PER CITY STD. PLAN N0. 334 . -------- ! EA. / / STERIL.ANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 121 18 , /8 �' / s5 54 \1 �I + SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED © CONST. CONCRETE COLLAR PER CITY STD. PLAN NO. 329 - ---- - - - - - - --- l Ea• / � , 53 52 f RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. r ' / 1\J� �/ 5,e 50 49 48 1 ( I 8 B ' 2 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE �/ / sig I I CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN o y' 4 V 0• \ i SEE syr ,��°U I I DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A EEL _ _ �I i�lE � 5 I BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICh IS NOT I v /NE a.3/' t r 1 6- rz X 6 7 } t I SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE ¢ �fT 0.31 O./7' 00�� ¢ CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. - _- __ ./7 - - / i _ - ' �y 4 B 4� �q + ku 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A _ -- _� �,� -� --_____ 2 fo �� 46 47 0 C,AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. Oo�o s �' o - 6 • � e :..� '. l !( WI I ; 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 4 v CURVZLINEAR SIDEWALK NOTEF���� 9j\ Z11 I 8 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 4 - 1� io 9J/ DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN REVISIONS CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. S2 eIt I SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. TYPICAL SECTION - - 14 3q II ---- DWG. NO. 114 . APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR W 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEA1 . CLEAN. HAZARD CORSICA COURT, LINARO ROAD, SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO 167 1 �g .9/ yl FREE. ORDERLY STATE. 1HROUGHOUT CONSIRUCIION. SITE SHALL BE CLEANED FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS 38 '37 36 95 I I UPON REQUEST OF THE INSPECIOR. SARLANA PLACE, ANIATA DRIVE, 6 BASTIA COURT INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE 16 Nos�ACE PUBLIC WORRS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS q 17.NATIVE SOIL IS TO BE SCAR I F!ED OR R!PPED BEI WEEN MEDIAN CURBS PRIOR \ 17 W� E skr s.o III I TO FILL PLACE^1ENT T _ _ _ = 5 _ O R = -70 - 0 PRIOR TO ANTICIPATED FIELD INSPECTION IN THE EVENT MAJOR CHANGES -' __._ ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN. TWO SETS OF 1 8 AMSv� sE s 3F s I 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS + RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT, 1 II tvsr w LY exist E Lr 1 �V1 I PRIOR TO EXCAVATION. PHONE NO. 1-800-227- 2.',DO . Raw THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. _ IRI I I /2'-i8' /20 , zo 21 22 23 24 X6 Z6 ,wo►c Ex/5T 1M1V11q0vEMENr540 '- I I vFai- I it I 13 ' 7' 7' 40 '40' !3' a4- - 2, -J- It, 10' % so ' go , !DOTE: INDEX MAP 3` 7' ' THE FOLLOWING PLANS HAVE BEEN REVISED TO REFLECT WORK TO BE DONE WITH THIS PROJECT. 4'' Q' IE 4 1. CITY DWG. NO. 1466 TR. 14365 SH. 2 3 7 REV. 1. (Z�:) - --�' i.L--iso') _ -_i <?•,) 1 �:_� 2. CITY DWG. N0. 1307 SH. 4 5 11 REV. 9 . ��- 4 7� i i r ' - - - - - --- - --- i 3. CITY DWG. NO. 1400-L SH. 2, 4, 7, 20, 26, REV. 3 . 1Vwr f I oyE _-� -4 _sA I 16 Ex/5r^•C•PA✓EME/1rT ANIATADRIVE NEW /�.-�Afw5 TYPICAL _SECTION _ 6 6 .Pz800 ' MILLILEN AVENUE c FROM STA. 133+35. 28 TO STA . 136+3E,2&136+36. 28 � To ,BA STiA Cov.PT /�'eV�'eD SST T AV T !s, GiYti+,t 19.THE FINAL OR SURFA6E LAYER OF ASPHALTIC CONCREIE ROADWAY PAVEMENT = - - ------- - - -- --- - - 93 -,� !/ N TSE LEvENv Ttf/5 �YEEr !! At4t�GE .9s�x. s-7-97 SHALL NOT BE PLACED UN1 I L .ALL U1 ?L I 1 I ES b J1 !L I?Y LATERALS WITHIN �9,v0 AVE - _ THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS �' - _ - = 9 _ O R = 69 _ O �-Z DESCRIPTION OF REVISION DATE c1 Y `���.`J`�S�/� `� APPROVED INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE � � ` PARKWAY AND ROADWAY IMPROVEMENTS .ARE REMOVED AND REPLACED TO THE • �/� � SATISFACTION OF THE CITY ENGINEER. PRIVATE ENGINEER S NOTICE TO CONTRACTORS `Y` �,�_' CITY OF RANCHO CUCAMONGA f•��.',�..�J C. Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; ,. " ' t r.� ���/ pl TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT STREET I M P R 0 V E M E N T PLANS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 10 TAKE DUE `1V�,� PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE ` t =�;; t� `�/ F 0 R DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. N V CLOT 24 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- T I T L E SHEET IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIR.UCIION �1 v a OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERLY; 1HA1 ti V , ``11h� 1 APPROVED BY: 1 DATE: THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMIIED TO NORMAL WORKING HOURS: W b .��� O' Underground Service Alert AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD 1 HE OWNER 0 ti N v CITY ENGINEER RCE_ N0. 24953 AND THE ENGINEER HARMLESS FROM ANY AND ALL LI.AbILI1Y. REAL OR ALLEGED. h V VH Call :TO ll FREE I N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECI , EXCE�1 !NG N DESIGN YA[)OLT E 11USOC IATEs,INC. RECOMMENDED FOR L I AB I L I1 Y ARISING FROM THE SOLE NEGLIGENCE OF 1 HE OWNER OR 1 HE V 4. °$3 h OF THE+ Eti EMR'iRE ENGINEER. d } , Y1 N A4.Z_ L3. AND LAND PLA ULTING CNIL F ,��� 1 - 800 _� 3 DRAWN ,106MChurchStr*M.SwtsW SHEET 22T CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT RANCHO CUCAMONG&CA 41M ALL D I SCRE°ANC I ES TO THE ENG I NEER PRIOR 10 THE COMrENCEMENT OF WORK. C'F$• PHONE(Sn 9"-13t1 OF 6 FAX(909)94844"FOCAL DEFRESSION DETAIL CHECKED ."a �_ R.0 E N0� DRAWING NO f"1) NORKI%G DAYS BF.FORF. YOU DIG CITY -SC-ALE1 " 20 ' Da _5�P_r 4,/QQ� FILE NO/, ioais o� 1R. 156L6 S1REE1 PLAN 117LE SHEE1 - 23 (0,2_71 R 1 1001 606 30-Sep-93 01 :56 PM / 126- 1061- 1 S/l ee / Dc-/�7 DWG. DATE: BENCH MARK: BENCH KARK 110. 96-B AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN AVE. i 83 FT. N. 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP---ELEV. 1430.686 REMOVE 8X15r1M6 cubs 6urrEle 1 75 — c=sa•�s ' TOP OF EX197116 — l27S W55 7- CUR S0. V DO-� b N °" ha OO•bN `' � Al� 614 614 ( °` � ) V Mh n' Al r — 1270 a 0i -- wesr tutee o43 uTTE/R `N �, ►� N tra .w I PROFILE tiOR, t"= 40' VERT. IN=49 13! 132 133 sNr. 13 4 �e 139 ilk 136` 137 136 w 133 140 MINI/qTA ,�•P/vim /8' 118, /Q' i /8 b 2d �o �N o155263 W II I TRACT �0 . o � �► I � - � it I w .� I 3 wrve ix'i�,o1� v �- I ( I Q6 ri1L a I DEO/C!/T/ON FI�.P 3 00 3 �° �� �PA�t/✓t'/T/ON " 1� r� v-� LAND✓�GAf ✓�/OEWi91�C I�I I I ,; 12 N k' a g W ` H N �'� A�t/O,PEL//T�D PU,PR�5E5 I. I I II II I v I 2� �' o y I a 3/ 32 0 '' `� `O°' W:'`� 47 48 (; v j H R scAt�: t- 40• I I AOD/T/ON01L EI�SEMF�VT 19 �, ( I I �• o n, I I !C I " I Z7 11OED1CAT/ON��P LAND�xAPE ?�q . ." �� 5i0EWAlX"0 2ELATEO N �� `va 8 1 1 c�I vT "� `�� � �3� a N .� � i � J pU�?PD5E5• ��'\ `, 3. EX/yr�w �, m I 92 A i * 8 ------ — Q " v �� � J ).� EX/5T• f�c.�8l+Y Frf� �J"l��-E-l� 'l • I �� — — — ———J � — ———— _ EXI�JI 8".S�W�R 5B ew6r- l0 BEwYE/Q J2 „ EJVSr l2 rJA�R ,tiv,��j I ' r; - 1-Jri r- -� - - - -� - - - fir. J� - - - - - - - — Ja/ � � � - - -� - -Js2 - - - - 17 • jNOF G/po55/N6 EX/Sr. MF/I//IN 2� MIL L1KZ IV AVENUE — // ,li 42 � � � � � p,. I EX/5T /6 5Ea✓E. � I --r�- _ -_ I y J5"� .� Ex/f�r G1/RB 51�r ' yIs' �'EX(✓r X 65ve'q IL �_cvlj—Irlo IL TZ-4 r /q/W - �� IAIPTM16VEV725 PEEP 0Gt/6' it/O. 1307 e � o � �., TRACT mO o 1 1 2 8 6 TRACT m 00 0 1327/ 3 I I T1) ? �� NlClrLLXXME '� ro, a am � � 11 I � QofEss�© 11 II I Q DESCRIPTION of REVISION MILLIKEN AVENUE - _ � �����Ids� t' , DATE APPROVE CONSTRUCTION NOTES jil , MOUNTAIN VIEW 4M� N 14"J"! CITY o f RANCHO CUCAMONGA O1 CONST. 5" A.C. OVER 4" AGGREGATE BASE. DRIVE EI�. 'J 3J 7 E PLAN AND PROFILE FOR OCONST. 3". A.C. OVER 4" AGGREGATE BASE. ,fir ;; ,•• CURVE OA TA % O3 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. PLAN NO. 104. MILLIKEN AVENUE f� 5O CONST. CROSS-GUTTER PER CITY STD. PLAN NO. 106-A. CURVILINEAR SIDEW1i.1C NO 1?T STRFF;'I' =MROVF'MF/NT PLAN ® ro 56 // 'co D=l3° ' " O7 CONST. CURVILINEAR SIDEWALK PER CITY STD. PLAN NO. 114 (W=4'] : CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED rN CONFORMANCES-WITH STD. FROM STA. 132+61 . 50 To MOUfi�'AIA vIEW DR.` FOR TRACT M0. 15526 d' 0 DWG. NO. 114 . APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR R=35-Gtr' /Q= 186.84' 8O CONST. HANDICAPPED ACCESS RAMP PER CITY STD. PLANS NOS. 102 t 103. SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO L __ 54• ?8' L=¢ 5.46; FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS APPROVED B Y : D A 1 E- : j r= 35•bo, r. 22.8¢ 13 INSTALL STREET NAME SIGN PER CITY SM. PLANS NOS. 401-A AND 401-8. INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE CITY E N G I N E E P Z�41w �,�4RCE No . "241153 15 INSTALL LIMIT LINE AND "STOP" PAVEMENT MARKING PER CITY STD. PLAN PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS ---- -- DOTE: NO. 133. PRIOR TO ANTICIPATED FIELD INSPECTION IN THE EVENT MAJOR CHANGES DESIGN MADOLE a ASSOCIATES, iNC. R- M END�p ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN. TWO SETS OF �! L g OF THE INLA ErPIRE CONSULTING CIVIL ENGINEFRS ----- SEE LANDSCAPE AND IRRIGATION PLANS FOR 16 REMOVE EXIST. CURB AND 'GUT•TER. RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SURMTTTED AT ----- AND LAPD PLANNERS --- -- --- THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO TIMI«`, CITY. DRhWN 10f0, CHURCH STRFFT SUITE 107 SHEE 1 PLANTING AND IRRIGATION DETAILS. ' RANC40 CUCA . 2 C!.G( B MONG9<eh���1 91730 0F /8 RELOCATE EXISTING STREET LIGHT. '9o3T t comer. cu1W��o,� 0/"/.A/ a/rr.�r ,� C-17sro AV. 107-e CHECKED «�•! _ RCE N o �9/ DRAWING N0 . Grn' D i E SEPT4,1??6_ FILE No��'�aei 10;. g- ':F_ __ L +f'■ "1�_- -Kt AvE Q R. 1Gt)�FutI CGC',r, c' I / ihS F =r. 1 DIAIC;. DATE 50'vl� Z= 54•Fe, 88NC'fi KARx: � PI=!?69 43 TPAN5/T/O/16'rTD ' RENCH MARK x0. 96-8 AT N a/4= 6/4 814 a/4 ! _ (0/ 39 � L= /6o•�O - -- -- - - rtr>= x C or HAVEN AVE. >i L=51. 65 , % --- L 19TH ST. , 44 FT. w. � ^ -- --- HAVEN AVE. r� 83 FT. N. ep g k1 c4 L=64.6s 40 e c� - - - - 19TH ST. , SET DRIVE PIN =41.03 O p� O ao t\Q PI = 1467.28 ¢0'I/G• w/C.S. TAG IN TOP AT THE [_ l=SS 8 ' a` Q�h, �1 c� IpNp caph L=32.32 L=32.33 0, 0- L S6 6 28.5b" E,X/5r' E. END OF A HEAD WALL L=80.4 />9.34 L, L, L, � ap Q-a, � `CSS �c � � 4l\4 �9 ? 40' �C. � , .o o - - - P I• -r26�.qo 6Rot/Na a c. o.c. /a /a L�/4 Nti, �, N �o N '�'N�@ ° tv __._ �L 70 `� .- c 27�_. e vq 20 20 - X270 FOR 3-24• c ---ELSv. ti 1,05 y t'I. = 265 4 2, v /4 e/a °/4 e/a G Gt/ LY 1430.686 L=35.81 �XlST °l4 b/a a/4 ' v, �o ._. L=104.96 �= c• - a 6lQC�'/l�0 9/.!3'v c. .go,V•c 'L y .( rte•- • p �civ 0 ° 0� 40, vc. 40' t/C. r?o' l23 v� � ti1,14 N L Y Pr =/�6i 44 PI._le(W-4am 0 o a a t-2s.s6' =25.51' c=25.56' W H Q W ex/gr P?=/262.06 Pl= 126q.200? \ - v-� �� - - oQ N 141 /4I /4 /4 R1W - - `' �o w a moo Q v 6/QD(/ND ° �o' 20' "`0 � k i• Q °�- v' o�° 15.� t o N O.G. O•G -- 0•c, a w� - o '� -� Q N TV, ti TOP OF P/RoP Q s Q ti N Top o �, my o �, a �--- `i) ^:a !•o% NO/Z TH G(1R$ bs 4i X 265 126 5 o n14 o o a TOP OF PROP -j��i 5 - o WE5 F PRS' -1265 .�3. - {� --4 , IN o� a QU v � N f � o �o Q In w a ti /W.= p U.G . a N GUEST GURB � �' < 1 � Zt Q r. 1251% -� '� �-- - �' 'v ti P I =126 9. 40 o�pv o TftN- GROWN LINE L� a409e Tom'. n� .40�. _ 40.77 L= 7l.63 �. TAN - �3 rr►nr _ 4.09 /° � 8 � �, � � �' �, o � ¢'°4y 2 0�' S a c ►� W H �, N �, TI ' d d 4 d 4 d 4 /8 �G o 126G � 3 - 127a !260 -- Ex/sr l4 / l 1 - r / os 127 C,�OWN L/N� DFf Rtssor� ' �' \ _ �D N H --r �--- - SOWN LINA 6/�UNd `tf �!�'C� P. •- Q65. �qq L= 74,5Q ' 60.4!; < p d � N � � SO V.G. 5o'vc• N °, 2 d II L= 74.64 40.20 ' 0 8 N W N � i �X�5 "I• = (26/•41 t] =(262.4 v, PROP F5 Q7 . ,� g g^ $ °14 6/4 n4 a4 GY/ ' "�W v w N °I° `"' � / o a4 a o --x_ � 8k �'� $ � �`% Q�' ` `MN / GR (�� Z o � 4 0 /4 /4 /4 v $ �o a o 3 - , a N�. .� --� r.7ol o .`�>'.� v P(F'O , f✓y'• N .�� -- 1c b� -- d-- ,. - o .,,o V.C_ L=5 8 N �o N - .� llzPROP F9• �•�6 n roe le.r 00- 1- O ,f� � N `O • d �, RL=1269.43 WAN�/7/ N 8 ' \tjlri ��.G_-� N L=8757 /4� /4; 14 /4 0.40•• =72.65' G= 78. 15'' - Tf+K• = O G v�+� ^ I. h r L�33.93' . 1=51,65 ' 33.98'V G 2,p •/, $ o��t�t °� � tN r R?. =(265.33 vc �o h O __ e e 4 ,6 - _ C,=4/•o� ' ' EXl S r i��2r&-�j° i 260 aN a l? 70 X260 1270 070 L=104.36 ' 43.5 =/7.dd L=7G.QI L=66.8! o� : ^ ►. a `b v, / I �4 /� 61�7N0 20 ° - - o.c. s GSE°LY v,c, as o.c. 5'TRS"5/ 7 �- �x�5r 61ewl �� A/��� %9?• • N �, L -_- \ is v orz h, rZ,/�n( �� �► v RL=(263.02 PL=l26P.o6 Exp r, Fpw6"c f lO 408.88' l/G• 0' V.G. p N �/ rM! _ �- /� L 35 3! s a, Dov, �o N 5 8 G•f L4Al /4 A �v [=2x.44 =z s,s�' � � .• -_ ELY !Q/W �� .� � \ � `D ti o y � c k ----- � � � � R I• -126/•44 o � � _Q 0 � � �.L-- - o.� �v �i� � a �+, Jc fL '� v ° c o c o•c. b c �' 4� TOIL OP P/p0t� e/4 A 14 °/4 �� o\ �_- w a //�//•{,/.. M (Q� `�, p / v ., I v , v 50UM CURB 1 ,�.-�---- //•� _ _ �V , V QI �I° uG- .� ° 1 f..6b --- �-- TOP OF PM?lp 6 5 CUR,e �►.ti 3� __, ?6v l 6 r •� N v `�}�Q o $ �, No TOP OF PRoP tel\ WN Ny,\ i+ NSv + N ��4N �40•� �9� D '5-�1,9� _ EAST GUIvB _2.40 r /260 . fGOWG/NE �0 z� • � � 0 v� H /21w ' �E�f��NG1�TA/L Av *r t Lam PROFILE MOR. 1"= 40' 8"G.f, To 6''c•f. VERT. i"=4 5 6 7 8 9 /0 0 / 2 0 / 2 110TE , 0,410, Coti�r i� sHEET 6 FOR STRErr• TREE LOCATIONS: PLAN 5EE 47' 19 9/69r ZZ_1Z NA fbpI� 3/ IIS II i- - 40• �Za ATS• ` ; � � 1 � � I � I � . �. , •I 1 , • IG `\ F °/ 3. °I w ` z1 v �, I I o hz 0 :#077 ¢ 5EE ^/ s ,� C3 1 I LA 1 e I ,, F � Ps L ! v o /(� S II Q e� = �` \ n ~ � 8 I v, Lou OBP c g I o V / L • 2 \ ,, v a ^ 3 w ti. ot43.6 9 d (0 rc� �n + $ 3 "' ' �=4';v=4' )� ° b^ I I I - "o �'i• �' \ O mss. I } 0 v 3 N I all �\\` 3'17( Q w8 A, cz1s� R1�03'49:�6"w 46 36"E �• -4,06 „E pq „%w.i�' 2 I I I Z' ��?� __ � � gk , _'- ,�('� �, ` I I rl- PRO(" W !4 �' � IV 7 4 o ya ) �'� f' 2 s f �/th y' I 1o --y4d 1' ��� 3 � �+• 4�jh �,,Z3o� % IAEA / R' 26 /5 �s5' 2.0 �2 of �, , � V.i hl� I � M to h � o / 1 �� �� Z•L � ` �l' � --� _ - �lp o � � �' v .`_ 0 � 6 a .,L=Za e" �\�'' J� ,� /' F" 26 Zh H.,.` X1.14 � � �9 4 �� •� X I I � (� i ♦ U N 1 �v .0 y`?/� ""`_- - \'�;� O Y� �I c 'W � 1 i�/ .c 1�1� �� ,�ti '- h� � � � n �"•� ��I. '� C � I I 4 aZ �1 .I ( I �' � I I b 0 0\ I � � -•� '%33 ' � l r1• � o � � t1 b Q,� II �q J �1 y, � N {y2 AO Q � Ilo � •° y� t�R � �I ` " � ,;; ' \ � y I "� '' 3 5 t� 19 , � 9 II 9 g 1 1 I �,; I � , , �`0 � /. . �• �� 1� � gig '' II Q � II � � 32 �► 2 z h 8 $8 I I 1 I 3a °� II I I I E ETA1L TH/5✓HEF T �8 1'14 r�wla oeM ,pS S E o p + O�el�/c/EASEME�cIT I ,� I 5FE �FT LEFT EE H ErN rA41LLIKEN AVENUE 5EE �r F�1� LEfr BAST 1 A COUR T SE5 SHEET No. 2 M/d 0;*, No /307, .�NEEr6 /V05. 4 f S. Qc�jFEss/0 • ATA DRIVEPLACEW��T°�AMI _ SARZANA = � , go � N 148 r' �CONSTRtJCTTON NOTES �" E> . 197' DATA DATA O CONST. 3" A.C. OVER 4" AGGREGATE BASE. j �' � r, , ! T DELTA/BEARING RADIUS LEN./DIST. TANGENT O DELTA/BEARING RADIUS LF-N./DIST. TANGENT 583' 'jf , DESCRIPTION o f REVISION " " � p �,,. � DATE APPROVE O 74° 55' 54" 27 . 00 ' 35 .31 ' 20 .69' 0 109" 36' 47" 27 .00' 51 .65 ' 38.28 O CONST. 6 CURB WITH 24 GUTTER PER CITY STD. PLAN NO. 104. 11 I� I�6) 0 5038' 07" 818 .00 ' 80. 4-5 ' 40 .26' Qo 36018' 58" 102.00' 64 .65 ' 33 . 45 6O CONST. SIDEWALK PER CITY STD. PLAN NO. 103 (W-4' 1 . 3 ?.6j, CITY of RANCHO CUCAMONGA O 5. 38' 07" 300.00 ' 78.58 ' 39.37 ' O N 0(°37'S4 'W 40- 00 ' O8 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. PLANS NOS. 102 l 103: PLAN AND PROFILE FOR Q 50 38' 07" 782.00 ' 76 . 91 ' 38. 49 ' 0 741165, '94,1 67-00 ' 74.54 43 . 68 g CONST. DRIVE APPROACH PER CITY STD. PLAN NO. 101-A (W-16' , X-3' , UN1,665 o7'FRK5E NOTED) Q _ p - ,AMIATA DRIVE , SARZANA PLACE O 103- 05- 23- 58.00 ' 104.36 ' 73.03 ' O N 27- 59' 14"W 28 .56 O & BASTIA COURT 10 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN N0. 300 O N 76104' 06"E 43.59 ' 0 227- 22- 37" 38.00' 150. 80 ' [W AND V PER PLAN) . �� 'O s STREET IMPROVEMENT PLA N 0 10. 00' 00" 102.00 ' 17 . 80 ' 8. 92 ' v N 1 9° 23' 23"E 33. 98 ' O O 11 CONST. LOCAL DEPRESSION PER CITY STD. PLAN N0. 307. CASE "B" Q 0' 54' 15" 782.00 ' 12 . 34 ' 6. 17 ' Q N 74°36 '45"E _ 60,¢5 ' 0 OR � OETAlLA9 5H�'NONTHE PLAN• FOR TRACT NO . 15526 n 12 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V. BY SOUTHERN CALIFORNIA OI 4' 29' 45" 800.00 ' 62 .77 ' 31 . 40 ' N 36°07'09 w ¢D• 7 7 ' EDI SON, PAID FOR AND COORDINATED BY THE DEVELOPER. ��,l APPROVED BY : _ DATE 00 .4 p O 0. 1 1 ' 02" 800.00 ' 2 .57 ' 1 .28 ' C 72 60o'DO" 57.40 ' 7/ 6 ¢/•4l ` 13 INSTALL STREET NAME SIGN PER CITY STD. PLANS NOS. 401-A AND 401-8. 8 O 4. 40' 47" 800 .00 ' 65.34 ' 32.69 ' 14 INSTALL "STOP" SIGN CR-1) PER CITY STD. PLANS NOS. 401-A AND 401-8. CITY E N G I N E Er 40, '_ RCE N o .24853 AS APPROVED BY THE CITY INSPECTOR.- DES I GN MADOLE a Ass o TES. INC. R MINDED 4. 40' 47" 818 .00 ' 66.81 33. 42 �' ,�,L•B, OF THE INL EMPIRE .7Z- On 2° 45' 10" 800.00 ' 38. 44 ' 19. 22 ' O '�N CONSULTING CIVIL #4FR8 ERB (Q RGi/U5r 5�E/e MANf10LE l0 6Rd�PER G.G.N'•U .STb iYo. /B• Q/, ti•O LAW PLANNERS - 0 2- 4,5' 10" 782 .00 ' 37 .57 ' t 8. 79 ' 20 �1Q/U5r wArER Y�tLI/E ro 6i4Ral`PER G.G.W.O. 5rI> Nos• f 4� . DRAWN IOaC1uRCH stRFFi sutre log SHEET Qo 118' 47' 12" 27 .00 ' 65. 98 ' 45.64' �� ry��� w ¢ sur ItANc�10 cucf�,oNc�. cn 91730 / C:.-9)946-1311 3 OF Q O �sT 8 irN 4" rex %c city 3•D. rzAm wo io4 LOCAL DEPRES ION DETAIL CHECKED J �1-_ SCE No Lip, DRA NG NO . BASTIA COURT c�Tr D TE 4014,&-X F i 'E No % !�' �sg a •F* R. CUGi,fUNGR BASEW, :1L, BLCGK - 2.5 i0.2,'jFF b49 1 ,3- Arg- j-, V3:20 Air 1�� 1obtr 1 �Shec1'W3 o� /� 'DWG. DATE: z EMT XARKi BP.NCH YLARIC NO. 96-B AT THE NWG OF HAVEN AVE. i L=185 S/ L=44-77, . 19TII ST. , 44 FT. W. i O•G• HAVEN AVE. i H3 IRT. N. ' 19TH ST. SET DRIVE PIN =/2 •O/ L^ 56,90 �=Q3•d2' � F4.76 w/C.S. TAG IN TOP AT THF , O.G• O•G• /°OR. 88.8'y.G- E E. END OF A HEAD NALL t= (O(• 3 3.5 =17110' `y A14 614 a/¢ o P.r._ /2 7.�•� � 1275 /200 /4 FOR 3-24• Clip---EI.EV.l � v 1480.686 EX� 6 /v \ �' w Lp 46' &So Y C. L= (3 28 f to d 5T av d o o N-a N � _2� 0 7203 PL=/267.28 v V oo v` N L r R1 o � �,,t"_� �' ,r ` v: - 82 5 52 L 6 '6¢' dN L--6f.64 2 20' 1u o ��� �' -0.7 �z `mom ma SJ 0, v e, o �N �' /.57� Q 40' a o EX/5r 6RO�UNO x pG•1265.42 ^ r 1270 1275 - 20' 20' °L- 9 tv•tY R/v� o 1275 --- v � N �' � a o � rr1N• _ - N_� ^ \ o N W N /. °• rOP Of' 'A" -�.�o y °' '�`' 0 40 N .�- ik7 __-4;;- 5°° AIIi C/IRB (8' 40' vc. ¢° �- -- --- --_. Nopof 12 0 5 1275 1280 3 FOP of PRa° q W z NORJ'H cuRB7 1270 W 40-77' C3 2 a EX�6J: GRDUN4 M ,,c - �, F r. =r 72.a� go, v. V.c. c� to >ec, R! =127/67 4 `� k (5� Pr•=127/.58 Q a/a a/ 614 A14 �- N ,� -� '� a N ' GROUND 126 0 _'_ a y � o � N "! �' �a �� ►� � � � � � �2 � x 4 0 � "'� 1270 127,5 N�w w � �� �, -- 1?75� X70 . +c6�� • N � � Nao ��� ������ ° °° �N � o, m � ^a � LT. rte. oR H `� L" 2!6.78 L°40.6 7' - N oa �, p. L=8446' • Q 40�_ � � `s `� � ,p N �o � _ ,.0 _ 43 41 L=(45. 48' L=71-90 ' L_ 68.s2' o - �' 0.c. o.c. 15/4 11/4 1514 1514 c=2�zo' ac• Rol° Vis• _z 6 ! 1265 1275 1280 �z2082 9 '�° , 270 o m __N ~ +�' � o.c. 15' V.C. Lr44.7 L=40. 6 �•inq -m.. � � ���� o � PI• -/2 2,03 I I , exit sRoUNa o a s a y W = 7 �2' s s2 G=0-64' =6964 6/4 /a JA14 Aja '� '� 514 r R/�V o `er - - - N N� d N M 1 o•c � Al 11 1114 A/4 �04�1 Zd � _0_69•/ � � ti► O V 6/4 �4 11/4 11/4 1270 1275- -- o �P °f 127 �. a Doti o. M o N N o /,00�: TDI° Of/ 4r, 7.70 l a ti ^o Woo j!f N 6OUTk C1JR� tel_-_ � -0.40% "� �� N � � � a � N i , ..� N O. (• �w N- `�` J 7 3 1270 126 5 r'' s� 0.0 a/ Exrsj' G�Cx/l�J . PROFILE HOR. 1"= 40' VERT. I x4 1260 � 2 3 4 5 6 '� ' 7 0 4 8 N h \ • � 1. � 1 � �1 52 ,fip,EC.p �,J � ! 1•;• V v Q a� Q 1 0 1 ` %j / 50 ¢9 2 t 1 1 �• .s \ T ` 5/ y� Z �� q q q 9 to N �� a► Vi � 1 �} 3 , #, �_ � vq 1 111 k 4 .•�` � d'�jj 14' � (^ ♦ � �� � 0 m �ID V 1 6 x.41 , � ' 1 1 - 8 , �� s s`,., �u b x .a C / �-s? s• __ �2 9� n/ `rc� �6� / s�` rim/j�,, \ � '` / 8 - -- ---- � L ,�;�y f• � 1 � 111 lU • o k 11 /D �'p �, t` 'S� �ti ♦ H N K i 1 Q I 9 F , - 9 c yy 9 9 � Tom' G \ !6 G r '46M �9 ,r°° n, 9 9 VI I o \ N 7p00 W 1�' - 'r \ 1 a V IL �0 1566 rc /rr \ c \ / f j2 3� • 4 k � h \1' � �• �•/G,E � 1111 8 4 21 a` w -- 84�E AVB_ 8 \ 1 1 • `� �. 1 Q A* O� / l �,� 11. 2� W •� , zf �3s i 9 � 50• P � -o �\ ! z , N ,� 2'1.72 P� F,+' =a \ ;.� _ 4 E ' wR7ER N 4 \ 1 \ ��,� 3748' 396' 3DB I fid/• _ a ` g- \ 11 �w �� 4 `11� C ♦ G iU `'� I� 'r,x �$ r 20 � �' I � G �� C, � � i �^• a � � � � � � o � � r � L 1 11 4 3 G� ` � / a �v '' o° 7o Ki �s '. 12 0. y a ;� � , 5 � �1 �� _ � ,,� • � �,�6`F,� / 521 CIO �-F _41 i , / x , 3 �/� /� o �o CORSICA COURT CONSTRUCTION NOTES �aQOFESStp 5EF SyEEThb•3 ��•, DESCRIPTION o f REVISION CONST. 3" A.C. OVER 4" AGGREGATE BASE. '� ��' DATE JAPPROVE L I NARO ROAD o CONST. 6" CURB WITH 24" GUTTER PER CITY STD. PLAN NO. 104. Ne. i4 S,a CITY of RANCHO CUCAMONGA 5O CONST. CROSS-GUTTER PER CITY STD. PLAN N0. 106-A. .� s' Civil 1. DATA DATA 6 CONST. SIDEWALK PER CITY STD. PLAN NO. 1.03 (W-4' ) . •�` 1ff IFd `! PLAN AND PROFILE FOR DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT 8 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. PLANS NOS. 102 t 103. � 0 LINARO ROAD & CORSICA COURT O 37- 45- 1 1 " 282 .00' 185 . 81 95 . 42 OK 150 00' 04" 1 12 . 00 ' 29 . 32 ' 14.75 ' O CONST. DRIVE APPROACH PER CITY STD. PLAN NO. 101-A (W-16' . X-3', (JNLE55 OT?•mLc'E Noma ROTE : STREET IMPROVEMENT PLAN O 42- 4,5' 00- 300.00' 223. 84 1 17 .42 ' O N 85- 14,' 56-E 57 .52 12 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V. BY SOUTHERN CALIFORNIA SEE SHEET 6 FOR STREET TREE LOCATIONS.. C; 39. 03' 32" 31 8. 00' 215 .78 112 .79 ' O 210" 00' 08" 38.00' 139.28 EDISON, PAID FOR AND COORDINATED BY THE DEVELOPER. FOR TRACT NO . 15526 0 94° 59' 49" 27 .00' 44 . 77 ' 29 . 46' O N 54° 44' 56"W 57 .52 13 INSTALL STREET NAME SIGN PER CITY STD. PLANS NOS. 401-A AND 401-B. O 86° 18' 32" 27 .00' 40 . 67' 25 .31 ' /00 °09'2 58.00' /D/ 39' 6f 32 ' 14 INSTALL "STOP" SIGN (RI)(36)PER CITY STD. PLANS NOS. 401-A AND 401-8. APPROVED BY : DA E : AS APPROVED BY THE CITY INSPECTOR.- 92 NSPECTOR. C I TY ENG I NEE �Au Gw4e�,l RCE No .24953 O 92° 58' 46" 27 .00' 43 . 82 ' 28 .44 ' � N 63600 •DO "E ¢3.5'9 ' - 15 INSTALL LIMIT LINE AND "STOP" PAVEMENT MARKING PER CITY STD. PLAN DESIGN MADOLE a ASSO I ES. INC. R E�NDED O 74° 1 1 ' 19" 27 .00' 34 . 96 ' 20 . 42 ' J /0000 , 001, /02.00' /7-80 ' 8 2 ' NO. 133. OF THE INN O EMPIRE . .L. H 1 1 ° 07' 37" 282.00 ' 54 . 76 ' 27 . 47 ' k 72°00'00 " 27. 00 ' 3�,98 ' 1Aj•62 ' M g' CONSULTING CIVIL ENGINEERS 0 16 REMOVE EXIST. CURB AND GUTTER. AND LAPD PLANWRS I 12020' 41 " 300.00 ' 54 . 64 ' 32 . 44 ' S 2°00'00 " 57.00 ' 71. 63 ' 41.41 ` DRAWN 10601 CHURCH STRCET SUITE 107 SHEET O � 7 O IIANCHO CUCAMONGA. CA 91730 Q 12020' 411 " 3118 .001 68.52 ' 34.39 ' !� N6¢ °20'QO"E 6/ 01 ' (9 AO-/l/5r SEWERA"lVH0e,E M 61v, E PE/p C•C.WO. 97P Wo./B• G•� B• 09)945-1311 4_ of 6 20 A0,16 r ^47FR VAI.vE X 61-1 PER cGW0 5717. Nay. 4A/04A- CHECKED I _'��� _ RCE No �/ DRAW NG No . 21 C,0AI. Gvees%oE 4WIAl IIIre c/rl 57Z) NO. /07-25 D `;E 4W¢z/f96_ F I LE No eP• R. CUCAMONGA BASE 1 TLE, BL UCK - 2_? [Cl,2/; PF : 644 it, 13- Aug-93 09:20 Ah i 1 I(I 1 Jh ee f OF DWG. DATE: