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HomeMy WebLinkAbout1749 ION Or S TF,-- T /"!"' -s GENERAL NO TES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS BE FAMILIAR WITH AND 0 _, Rr4 SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. _ �,. 2. ALL PIPELINES RSUBSTRUCTURESANY IN PH N F . , rNl _I _q RA9R E 0 OF KIND. TELEPHONE E OR POWER POLES, WATER t METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS IN T / n/GA REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 7 Y RA NCHOA / V 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF U WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING BANYAN ST. UTIL/TY CONTACTS 4. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. -rill \� R\W R\W LANDSCAPING PER C ELECTRICITY: SOUTHERN CALIFORNIA EDISON COMPANY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES LANDSCAPE PLAN 1351 E. FRANCIS STREET SHALL BE SET AT ALL HINGE POINT, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF EX. PROP. ONTARIO, CA 91761 SUB-GRADE ELEVATION AND AT NO MORE THAN 50-FOOT INTERVALS. ADDITIONAL \ R/W R/W R\W (909) 947-8201 PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 30' 30' VERTICAL CURVE AREAS. 30 30 VARIES TO14. 9' TOL: 9.4 VARIES 18 12' GAS: SOUTHERN CALIFORNIA GAS COMPANY 6. ALL SEWER, WATER ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR BE VACATED + - - -! - 216 N. EUCLID AVENUE CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. PER INSTR# ONTARIO, CA 91762 i 12' 18' _ 18' 1_2' _ ________ 1 �! � EX. 6' WOOD FENCE 18- --� --' 4 1-800-427-2000 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 4 - COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO PROP. -- 4 0 ~I PROP. TO REMAIN SEWER: CUCAMONGA COUNTY WATER DISTRICT COST TO THE CITY OF RANCHO CUCAMONGA, A WRITTEN REPORT WITH THESE i SDWKo PROP. A.C. SDWK EX. PAVEMENT �' EX. GRADE 9641 SAN BERNARDINO ROAD ' TO BE REMOVED PR CUCAMONGACA 91730 8. COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL T L - SDW ,K PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. _ EX. WALL PROP. A.C. (909) 987-2591 PLACE RIVER-WASHED/ y TO BE 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 1 ' PROP. PROP. GRANITE COBBLESTONE REMOVED WATER: CUCAMONGA COUNTY WATER DISTRICT CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY C do G - 1 7 9641 SAN BERNARDINO ROAD STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. _ I - C do G 2�- 4f- BANYAN-ST CUCAMONGA, CA 91730 10. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED (909) 987-2591 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. TYPICAL SECTION cr Z \� TELEPHONE: GENERAL TELEPHONE 0 PROP. 1-800-483-3000 11. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS t t ti � m C do G TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). �u CONSTRUCT 1.2' CONC. 9 8 7 6 5 LIBERTY C O N,R T SLOUGH WALL PER j NTS GRADING PLAN 12. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A e" S EET 42 TYPICAL SECTION ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS N / W WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE I - - Z R/W NTS FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO PAVING. W LIBERTr CT. 33' W 10 ( - - -�I CONSTRUCTION NOTES QUANTITIES 1 I Li13. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 911 TONS A.C. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 11 I 22 � 22' 1O CONSTRUCT 4" A.C. OVER 4" CLASS II A.B. ( 886 TONS BASE) APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT � � I - - - -- WIDTH PRIOR TO PAVING. W 43 20 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 827 LF 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE { „ j h T. GR►�DE CONSTRUCT D1-6 OR DI-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA CITY STD. 104. 63 LF OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF 12 13 �! EXIS a tai O © CONSTRUCTION QUANTITIES BEFORE SUBMITTING A SPECIFICALLY LISTED IN THE ` Wm SHEET 4 �,; _; ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF PROP. PAD �! 40 CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. 101-A WORK. BAST. Ji (W=PER PLANS;X=PER PLANS) 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERCEPTION. 2.o0VA S CONSTRUCT SIDEWALK PER CITY OF RANCHOCUCAMONGA 1 6,369 SF - 1 - n 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY j O CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 1,226 LF FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PLAN REVISION SHALL ! i BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I i E 7 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102. 2 EA WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, O ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON INDEX MAP TYPICAL SECTION O CONSTRUCT 18" RCP STORM DRAIN (D-2000). 75 LF REQUEST OF THE INSPECTOR. 1"=100' _ONDUN JF NjL 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO 90 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. 4 EA EXCAVATION. R/W (D=VARIES) STREET TREES / / 50' I 10 CONSTRUCT CATCH BASIN (W=VARIES) PER CITY OF RANCHO CUCAMONGA STD. 300. 4 EA STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE OTAL ONTY. 36' . _I 14' 11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307A. 4 EA CONSTRUCTION NOTES FOR STREET TREES LONDON AVE Y CCALLERYANA BRADFORD PEAR 20' 0.C, 15 GAL. 6 4'- -� 12 CONSTRUCT 24" RCP STORM DRAIN (D-2000). 17 LF 1.ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 113 28' __- ARIE� 4' VARIES13 CONSTRUCT "NO PARKING NO STOPPING" SIGNS ® 50' O.C. 7 EA 2•PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT - SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES LIBERTY ST. AGERSTNGE-MIA INDICA CRAPE MYRTLE 30' O.C. 15 GAL. 7 OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS AURIEI NA TCH£Z' YBR/D - W1 TE EX. C G PRD? CURNL/NEAR EX. A.C. TO BE RIEM VED p Op. A.C. SIDEWALK PER STD. 114 4� INSTALL 9500 LUMEN HPSV STREET LIGHT BY EDISON PAID AND COORDINATED BY DEVELOPER. 2 EA DETERMINED BY THE CITY INSPECTOR. AGERSTRO£M/A INDICA CRAPE MYRTLE 30' O.C. 15 GAL. 9 2.2,3 INSTALL 5800 LUMEN HPSV STREET LIGHT BY EDISON PAID AND COORDINATED BY DEVELOPER. 8 EA 3.ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY LIBERTY COURT _ ENGINEERING DIVISION. A URIE/ NA TCHEZ' YBR/D - MN/lE � 4 [ 15 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD 107-B. EA 4.STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LIBERTY NORTl4 LAGERSTROEMIA INDICA CRAP£ MYRTLE 30' O.C. 15 GAL. 9 '-,� PROP. AURIEI NATCHEZ' YBRID - W-114F TYPICAL SECTION C & G 16 INSTALL R-1 STOP SIGN, AND PAINT 12" LIMIT LINE AND STOP LEGEND. 1 EA } NJE 17 INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-B. 3 EA NTS 18 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL HEREON. 5 LF zl a EXISTING SURVEY MONUMENTATION: �i / iT4 3'f - tEA ,/� BARS O 18 io, M! O.C. (EACH DIRECTION) �7Jfa�/ ✓ r i'eeS Cr /JofC✓ B LVe��• 20 CONSTRUCT CURVILINEAR SIDEWALK PER Cl Y STD. 114. 1,412 SF / HEREBY CERTIFY THAT l HAVE /D£N77F/ED ALL SURVEY MOWUMENT3' or RECA4D(S) THAT COULD BE DISTURBED BY Z ° ° ° ° ° 1 ° ° ° __BENCH MARK THIS PRaCCT. ALL SAID MONUMENTS WH/CH CURRENTLY £X/ST /N THE FIELD ARE &YOWN ON THESE PLANS AND ° INSTALL W-53 "NOT A THROUGH STREET" SIGN & POST 1 EA F ARE DESCRIBED AS FOL OWS.- _ - CITY OF RANCHO CUCAMONGA BENCH MARK #58 j 22 PAINT 4" SOLID YELLOW LINE PER CITY STD. 133. 200 LF , m SP/KE AND WASHERS LOCATED AT Nr CENTERLINE INTERSECTION OF LONDON AVE AND LIBERTY ST. AND AT s FOAM LAYER - ---- -- --v a _ CHISELED S00ARE ON TOP FLANGE OF FIRE HYDRANT AT THE BEGINNING AND END OF CURVES ALONG THE CENTERLINE Of LONDON AVE. AROUND EXIST. � ° .� == v 23 PAINT 4" BROKEN YELLOW LINE PER CITY STD. 133. 252 LF PIPE. ! �� THE SOUTHEAST CORNER OF ARCHIBALD AVENUE AND REMOVAL NOTES REMOVAL QUANTITIES LEMON AVENUE ?IR L SSI i R/ F SPRING + a REMOVE EXISTING CURB AND GUTTER. 150 LF ELEVATION 1590.880 -- - -- - ------ -- - LINE 6" ; 6" 2❑ REMOVE EXISTING DRIVE APPROACH 1,485 SF No. 43714 REMOVE A.C. BERM. 809 LF Exp 3/31 '2001 2000PSI CONCRETE 1* * �� 4 REMOVE EXISTING RETAINING WALL. 141 LF ® Qdd d�rre�z+�af}oi-aa % �✓Q/k RLcif -01 G min �s2 28 DATED: 0 0 , �-_ - !� fi� -- EXP. /31/2001 Sr CIV1\_ 5❑ REMOVE EXISTING A.C. PAVEMENT. 5,796 SF 12"MIN 12"MIN " " y �_-39 OR 45- -� i� 6❑ REMOVE EXISTING TREE 2 EA STORM DRAIN DESCRIPTION OF REVISION LATE APPROVAL EXISTING UNDERGROUND STRUCTURES - oPR°FESS' Cll Y OF RANCHO CUCAMONGA PRIOR TO OgTA/N/NG A CANSTRUCTTGW PERMIT FOR THE PRO„ECT, A CONY OF THE CORNER CONCRETE ENCASEMENT DETAIL 18 ���``�� J R/c Fac, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDO/TS RECORD FILED BY A OUALIF/£D R.C.E. OR L.S. W 7?Y THE COUNTY SUR K-YGW FOR EACH O ;�� J �. SHOWN ON THESE PLANS ARE OB TA/HED B Y A SEARCH OF A VA/L ABLE RECORDS. TO THE BEST MONUMENT SHF THE THE REFERENCE TO BE USED TO RESET THAT MONUMENT AFTER N D '" �^ OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE Tll' L E SHEET CA4/PLETION OF THE PRO,ECT SHALL BE PROVIDED ro THE CITY a �, CON TRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U77L/TY PR/OR TO OBTAINING A CER 77FICATE Of CONPLEAON FOR THE PRaf-CT, A CONY OF 77•/E Exp No. 43714 '* Exp. 313112001 * LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT STREET AND STORM DRAIN CORNER RECORD FILED BY A OUAL/FIED R.C.E. OR L.S. NITH THE COUNTY SURVEYOR FOR NC/N/TY MAP SHALL BE THE CON TRACTOR'S RESPONSIBILITY TO NO 77FY THE OWNERS OF THE U T/L/T7ES OR THE RESETTING OF 7HE EXlS77NG MONUMENTS AND 7HE REL A TED PERMANENT 107NESS N S T RUC TURES CONCERNED BEFORE S TAR 77NG WORK. CON TRA C TOR FURTHER ASSUMES ALL LIABILITY /MPRO I/EMEN T PLANS MONUMENTS AFTER CGM/PLETION OF THE PRO„ECT SNALL BE PROVIDED TO THE CITY. I14 CIVIC NSP AND RESPONSIBILITY FOR THE UNDERGROUND U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN BANYAN Sr OF C Al�F� __ OR NOT SHOWN ON THESE PLANS. TRACT 15963 _V 71= BANYAN Sr APPROVED BY: DATl� LV£RTY ST NOTE: SPECIAL NOTE FROM PR/VA TE ENGINEER TO CONTRACTOR -,1 1 CITY ENGINEER (� 'e- R.C.E. 24953 m 3 THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS CONS TRUC77ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEP7ED CONSTRUCTION lJj AND ELECTRICAL ON THE PROJECT SIDE OF ARCHIBALDESICN RECUM NDEL� ) PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPL E 1F LAND DE"vEL OPM�NT DESIGN CORPORA n . LF400N AV£ h AVENUE SHALL BE UNDERGROUNDED ALONG THE ENTIRE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, KJR 1910 S. Archbold Ave., Ste. N DIAL TOLL FREE PREPARED FOR: HIGHLAND AVE PROJECT FRONTAGE EXTENDING TO THE FIRST POLE OFFSITE - Ontorio, CA 91761 - 1 -800-227-2600 INCLUDING SAFETY OF ALL. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO gOg - -PKT PROPERTIES - - N0 FRWY NORTH AND SOUTH), PRIOR TO PUBLIC IMPROVEMENT DRAWN_ ( ) 930-1466 • FAX (909) 930-1468 SHLE ,: ( ) APPL Y CON TINUOUSL Y AND-NOT LIMITED TO NORMAL WORK/NG HOURS AND CONSTRUCT/ON CONTRACTOR AT LEAST TWO DAYS 684 E. DUNDEE CT. ACCEPTANCE OR OCCUPANCY. CRB - OF rJ BEFORE YOU DIG FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND _ _- DATE: B R E A, CA 92821 ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -HECKED. K J. RICHER ORAWIN U. (714) 990-0267 EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. R.C.E. 43714 KJR EXP. 3/31/01 JOB N0. 13 77 N . 1631 C4 1630 Lr 1629 € 0 f 7 i N } f �cc { A ' EXISTING FINISH 3 .. a..s.. _..__f..__ ........,_....r.-_._,...._..._..-....-.•._.._.. ,.....-.. .. .s. c. ..e+-_ ...-... ,.r:... .ee-.....<.a>.. ..r t-.,._.,....-..._.>.:.,.::�... ,...,.,_....x ....._..>•.... ......-.x_,. .,.a v.--.... .s._... ... .... .. .r_.. ... _ x - -. _ ..• _ .,-..._...._..-, ..s-F.Y r- _ .,....-....-..a. -._._.x..- .__...,_...e-±.. _..-.. ,-. . ....... ... . _, _.._.-.. _. .._ .. .._<..-s......o-. .,,..rte.-..- ..x.f.a....:.s....c...-_ ..,-.....c......- .K_.-...>o _.a-.o .. ,.....-.+.a--. .e,.,n.•>-s.;: -w. -.._._:: _...._.. .,. _..,.._ .... .•.._5.....t> .:c-_.-.r., _v..z.-...a.l--.... ...-_:.-e......e _, .._ ._i._-.�. . . . . - . . ._ . . .. . . ..- . ,6 w• .. •_+.:....p..,._+u -,t.a_- .»iw-a- +...o-.... st>zn....ai -.vw,:..-s.s...-.,r.,...v-.a...pert.-•.g,..-e.•.a..: .. _e....-.r._,•., a-a. ....xb .,._.. d SURFACE @ NTN Ln f I 3 s ed s CN -K O { WC' e Nto 1616 mm W N 3 q + o0 co 1 cp O 2 1614 ° ,_ 1629 �o6Q 1628 # Fs 9�T0� lO } EXISTING TOP 11OF 8" u CURB; 28' RICA IT OF N / �" v V h EXIS NG 24"R h 0, �� N { p��GQ e Z O `O o`, ^��'� j2.51 L.F. a 00 'w n ^N I �` + PROP. 24" RCP (D-2000) I � � mNlk-j `^° 0S=0.010 �v m h 14 4 ni .2 L.F. EXISTING TOP OF 8" -h mss; mq 24 RCP EXISTING _ CURB; 28' RIGHT OF PROFILE � �� ��' D +% HORIZ. SCALE:1"-20' U D VERT. SCALE:1"=2* 1616 o + PROPOSED TOP Of f ' d EAST CURB 1615 r ^ f 1 1614 2 61' _ ¢ I 3 1 F 1 ` ` {^ . T L 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 10 PROFILE SCALE: Cie.) NOTE: SEE SHEET 5 FOR SIGNING AND STRIPING. 4 9 HORIZ: 1,"=40' 4 s z C 161*'98� VERT: 1 =4 2 � EXIST _ ---- - ti � Q 9 r { Q I V) � m Ln Q� w 8g1G _ , 2 mQ V2 Z t-1. QZ � 9 1Fi, v (j g.Y o. V)IOM Q 161 "x'00 "otio, �o Bsrc iz 00 Z O N r. o; 'C' no ; Z' %� U ^ w� I I EXIST 8" C 'K . .. X I S T. $, S R INE 73+00 74+Q� - --_ - - - - 35+A6 - - - - - - - 76+9A - - _,, - - 77+ -- - - - --- - - - 7e+96 _.._ - - - - _._ _... 79+9A - _ _,. _ - _-_- 80+00 81+ � - - --- - + - - -- - 1 xl �._12Q"-WATER ii + ---- --- - - } _N 001 36 E - -- --- } --- { --- - } - - - { ------ - --- ---- { oh, -H _- ` ExIST-6"w TER LINE ^ - 2 _ 2 - - rt �v 2 - m ?� �a i ry -SAw OT L1R� _. _.._ - - - -, - - - - -. _... - _ - - - - — a � t 0 CONSTRUCTION NOTES W L- Y i II TA A fA' O CONSTRUCT 4" A.C. AND 4" CLASS II A.B. # 36"-- f ^� 2 _ - — - -- °� 11 ---- --- M _ 1 _ 2 F � SCALE: 20 ,� =Om Cl- a c� a 40 0 40 80 120 2O CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 Exist. RW ,� o o om �,' W N, . �1�WZ I M » N — ZQ�^ V W° N4 m ? i oD i m2� I � SEE DETAIL A � ° h` " t �- - - z ZNOF _ ' J C a � W + a 2° z HEREON. + W�� �N4 r7 g I. O CONSTRUCT DRIVE APROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A `�k+ oo �' cn o � 3 `� `O ~ �'�' J C C7 e 1 " = 40' (W=SEE PLAN;X=SEE PLAN.) Q V m a ^ �•,VO` �tC�� O I V`o �� m �O �^ O'�i U�� N � � � k �2 W c^�, Z, As, °n � V� 2h m3 ,, 11 Z�Ci Q �c V W� O o J z ; �u�u k Q Ci�u O Q ap 12 Q Q W = O V �` °► N m', 10 9 �o m 2o � m � ��= Q v 5� CONSTRUCT SIDEWALK PER CITY OF RANCO CUCAMONGA STD. 103. I p �/J� 3 ^2 N '�+ C�i o o� m W '` / `� °j �'m °i W + e ' J' P �o e N� y vm N m o0 N% � Cv cow V / O3 N N c) ►� V> - i � j 2 �u~ h + h ExiS b0 O ") o, Oti o �'�� h x 9O CONSTRUCT CONCRETE COLLAR PER CITY STD. 329, v N N I ^ h m BLDG 4, * ^ �, m `� m°� Z 2 ^ - 32' _ (D=VARIES) �� o „ 0 0 0 0 �. �a ^ z o �JJ m C9 10 CONSTRUCT CATCH BASIN (W=VARIES) PER CITY OF RANCHO CUCAMONGA STD. 3d0. 0 + p v! 11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307A. 12 CONSTRUCT 24" RCP STORM DRAIN LATERAL (D-2000) PER DETAIL "A" HEREON. 10 4 DESCRIF'1ION OF REVISION DATE APPROVAL m 11 14A INSTALL 9500 LUMEN HPSV BY EDISON PAID AND COORDINATED BY DEVELOPER. C I 1 I OF RANCHO CUCAMONGA AR20 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114. CIVTA, P A VFA-VE S1REE? IMPROVEMENT PLAN & PROFILE REMOVAL NOTES TRA C T 15963 1� REMOVE EXISTING CURB AND GUTTER. - - -----" _ - ARCHIBALD A ISE. STA 73+95 THRU 79+06 21 REMOVE EXISTING DRIVE APPROACH. SCALE: 1 "=40' NOTE: 31 REMOVE A.C. BERM. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS pRpF E SSS AND ELECTRICAL) ON THE PROJECT SIDE OF ARCHIBALD �� way AE F'�ovED �YL DA1Lt AVENUE SHALL BE UNDERGROUNDED ALONG THE ENTIRE ~�J�� J R��yti� CITY ENGINEER R.C.E. 24593 I PROJECT FRONTAGE EXTENDINGTO THE FIRST POLE OFFSITE - / L ANO DE9 L OPP"E h bD Ave., CORPORA 77ON DESIGN RECOM NDE U. S. • (NORTH AND SOUTH), PRIOR TO PUBLIC IMPROVEMENT No. 43714 KJR DIAL TOLL FREE ACCEPTANCE OR OCCUPANCY. ` Exp. 3/3'/2001 I Ontorio, CA 91761 - i 1 -800-227-2600 - - DRAWN (909) 930-1466 � FAX (909) 930-1468 SHEE i. ii AT LEAST TWO DAYS -17 BEFORE YOU DIG STgrc CIVIL ��P CRB <<r if . DATE $acv 2 of 5 NOTE: SEE SHEET 5 FOR SIGNING AND STRIPING. of ra��F� �- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CHL KE i.. KE A- J. RICHER DRAWING NO R.C.E.43714 OO KJR EXP- 3/31 01 joB No. 3177 .7 - 16 30 1610 .. - 1625 1609 _ 50' V.C. I - EXIST. GRADE _ 1628 1608 _ PI=1604.11 ,. ' - �h mh � PIZ 33' LF F 7 O ' ary ao o o I 8 � g EP T PER � �� 1606 ir PROPOSED tOP OF A2-8 - PROPOSED TOP OF + C14 h o . "1 ! _ 1605 WEST URB A2-8 WEST CURB � PROPOSED TOP OF e 1 so4 L=41.42' ! L=45,41 Pi= 1604.2oFL Pi=1so4.2aFc \ W � � A2-6 NOS'TH CURB m o� hos + 'o o k - I XIS1. 'GRADE + 1 zi M soh oi @ ti Soho ho°� N fi 0 � 630 _ _ .__. .. _ _ .",. _ _ ,.. _.. _• - - , __ __ � h � .� � � � � � • � `' � ^ � o .. R ge _ 1629 1609 ► r; r. 1, v h n + m �' 1628 1608 - ,+\ � w �N�.. ' Wti o�ry PROPOSED FINISH + oc� PI=1604.24 SURFACE 1606 - � o� o� �a �m � �� $ ^ EXIST. FINISH JN N�" WAN sy % _ 06 i ice,r o _ � � O W� 1605 - �o �4 4 S U R~ t@ g 1w � i _ 1605 1604 - XIST I c h 1604 . F N � N PROPOSED FINISH o J o° m RFA SU CE ® � PROPOSED PINISH m � o Z PROPOSED FINISH o � w ^ " " 0o r�� \ ° W C' SURFA CE �' e `` 8 U �, SURFACE ® CROWN LINECh 1630 1629 m a F 1628 o _ _ My fl e W °') o c) 0 43.59' VC M 2 � o g � t� Q 'o o �> T 0 P OF EXISTING 8„ NN �� Pi=;608,20 _�, 1606 'o . Y° L=47.05' `*° ��p�y g CURB 2 ON RB I� I -PI=1606.36 50'V.C• 1605 a o �' �' RIGirI1 Gr PI=1604.11 4? ON CURB I< 1604 � p olo o !p " + r +1D �A� p s �. + + a a k In op - �J/ u EXIST GR '')E - 'TOP 0F �X!STING 8 �� N � � � Z �- o (UF?�� 22 + � � 1611 Co o • �' 3 1 R H 1 E 0 G M V � w 2 0 1 1 �. ry - 60 q ' 00 o �N 1609 hmr; n S O10 r Cr C rn Lf) a 0°l� CIN °q' O o, 1606 �a ?` n66j/°� �� o ^ ^o ^ - 1606 1605 PROPOSED- TOP OF 1605 - � P o" + -- 1604 A2-6 SOU TH ((,UR8 1 7 1604 r iv` 41 p O + X -... ..- a-...,:..a. ....- .. . .. ... .. .._. _..........,-+_.-..- u.,+r•--,.• - :' 6- +0b 7+00 +Q(3 11 9+00 10+06 11+00 � 12+00 8+00 9+00 10+00 4 10 4 4 4 PROFILE SCALE: 4 4 4 4 4 4 10 HORIZ: 111 409 VERT: 1 "=4' N S A � S REMOVAL NOTES � n -i Z 0 Z Q 1ll , O pZ h � LIBERTY ST.o+' o o ,�, ,, N v N O v o a W o m 16 Z o 'o 3 REMOVE EXISTING A, M. W I co <- ° O W - Ci O O SEE RIGHT v h o �'� � ,� ° REMOVE EXISTING RETAINING WALL. o u, �c V 2 2 ' h 1 V l m w 4+ m "' I co Ci V W V V 1. V ^ � � 1g. m� ►� � h m� V Vk 1 k 1 k cpm oq� cU ' ti Z� i i a� � a h o o h a N a ._ "� •. b, o,N v w h h a REMOVE EXISTING A.C. PAVEMENT. "� �� n . of off, n cV hv '� ( N O T A PART N h o N h i o; + �o 'o o� �,, .� . v + � V �N to nl 1 h H 1 N Irl h co ''�� � " .� � ., r� O h p O �� '` o 00 n h u °�� `° n 'K >� + �, + N vv, �., + N L°1 REMOVE EXISTING TREE mh w ^ ° + � ►� � o+ co � 3 �+ 3 + j � 3 Q a � � A � to .+ � i �,� *� �3 + � q,v o3 � a3* � n ° LONDON AVE. 3 2 `' 1 Z 3 3 �' W SEE SHEET 4 ° ° w SEE L FT Y ---- 10I N SEE DETAIL 'C" ° a ao 3 %� `� ^�? �� ,h cn�e � o g F i� - 33JI v e n n w �. _ �_ 1' p 1r ,1 n J I SHEET g �°� o O � J �F�c BC 18' 4 3 4, 22' _ 2j� � N I < 0� �¢ o '� j � `�o� 1611.46 TC, 16f0.96FL '- 17 =54.14' S �' X 3 t 1 �l v ���/ "°� zt aL430 �n. ,C' 1 7 1 74 1' 19 7 4' 2.2 1=31.38 = 19 7 1 1 9, 3 w . // o' 9 1 N 21 ` _ k " j. i ... -- _- 2 - 9 r - ,.i \J/ 4 i 'l' +� 'Co rrCl 1 6 r ` 1< -T N v 17 i 2 _ _ N 0'38'06 E 6+00 SAWCUT,1 NE Qi 15 �� 2 ? \O - : -- r - A_ , '� � _ti. : .,. O 6 5 ."' .F. ._ .. L»Gt+ EE RAD N51 3439 f 8+00 . -, - - N - £?0 - - --- ©_ UZI 6) , _ 8 �- q- �+ s:.,... .� �. ,_, � 1+00 _ ._ _ _ _ k.. L . 4 - �._. N89 55 Q6 E - -- - � 'S5 06 E _ i; T i CL S7. L T 5800 LUMEN 1 TRACT BOUNDARY - 1 fi - t6. b --- ._ _ - __. -.. _.. �� s N SCALE 1 -40 _ t,rt a, : 5 cY 1) I -- - - - n 1611 46 C 6 0 96FL 9 ,.. W 2 4 T , 1 1 . 09 0.4 1 1 / VACATED PER EX R I y nf �, 5 INST. �! 01 a a e o c u l o ,, I v REC. z; �AJA � d� e 2� �I 3 0l0 f, �� , n n o d d d SEE DETAIL �I LL vZ o0'C J � u FOR A.P.N. 01-251-56 AND A P.N. 201-50 -5 �� `"� v o� - ► ( �� n cc Q . - � s � � I i m� •► m o o ci pv B ON i I v W I X X1 x �'I�, y ;�, LL H m Q r w ESTABLISH IRRIGATION AND PARKWAY LANDS APING r± °p o a 'o ,� o�m g m � _ I ac � d,_ w +� ' i i h N 'd oO" ,t SHT. 4 6f28.99 fCa? b I 1 I r w, x' o g - TO THE SATISFACTION OF THE CITY ENGINEER o O 160353TC, 1602.86FL i w fImo. AN LIiIANYF � mc. h D R�-fS?AB �S E C S - u. i_ 1 O CONSTRUCTION NOT�S .. Q �.: `U Qd di-r✓mac+ a �U�� c!'idP�cilk � � � d 1 Z O CONSTRUCT 4" A.C. AND 4" CLASS II A.B. g� O CONSTRUCT A2- 8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 ff 0 3 CONSTRUCT D1-8 DIKE PER CITY OF RANCHO CUCAMONGA CITY STD, 104. DES(:RIF';ION OF REVISION l)A1E APPROVAL NOTE. RANCHO , L-J rl THE EXISTING OVERHEAD UTILITIES TELECOMMUNICATIONS Z CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A C I 1 Y 0 F' R A N C f 1 O CUCAMONGA ( (W--SEE PLAN; X=SEE PLAN) AND ELECTRICAL) ON THE PROJECT SIDE OF ARCHIBALD - CURVE DATA O CONSTRUCT SIDEWALK PER CITY OF RANCID CUCAMONGA STD. 103. AVENUE SHALL BE UNDERGROUNDED ALONG THE ENTIRE - - - -- 1 E E_ 1 iMPROVE ME N7 PLAN & PkOF Ii_E - LENGTH ANGLE RADIUS TANGENT 6 CONSTRUCT A2--6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 tivzrrr e s rfl r TRA CT 15963 PROJECT FRONTAGE EXTENDINGTO THE FIRST POLE OFFSITE 1 a1.a2' s7.53'34" 27.00' 2s.o2' (NORTH AND SOUTH), PRIOR TO PUBLIC IMPROVEMENT SCALE: 1 "=40' 2 43.41' 92.07'25"_ _27.00' 2802' O CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102. ACCEPTANCE OR OCCUPANCY. 3 50.58' 13'03'19" 222 00' ' 25.40' LONDON A VE.. STA 6+74.53 THRU 12+19.54 4 39.89' 12'50'49" 448.00' 20._03' 10 CONSTRUCT CATCH BASIN (W=VARIES) PER CITY OF RANCHO CUCAMONGA STD. 300. 5 31.53' 10'20'51" 174.59' 15.81 LIBERTY STREET STA 7+75.19 THRU 10+00 NOTE: SEE SHEET 5 FOR SIGNING & STRIPING __- 11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307A. 6 44.82 12'50'19" 200.00' 22.50' Q SEE SHEET 1 FOR EXIST. SURVEY MONUMENTATION. L 7 44.82' 1250'19" 200.00' 22.50' 14B INSTALL 5800 LUMEN HPSV STREET LIGHT BY EDISON PAID FOR AND COORDINATED BY DEVELOPER. ---_. - - /PROFESS/Q�, APF'RC'�VEF'� B" 8 13.16' 7'23'28" 102.00' 6.59' 16 INSTALL R-1 STOP SIGN, AND PAINT 12" LIMIT LINE AND STOP LEGEND. `� i R/ <ti 9 47.05' 9 33'33" 282.00' 23.58' �. �� C cCITY ENGINEER R.C.E. 24953 STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE ON T)' 36.37' 6 3SOe 318.00' 18.20' - , „ _. _- 17 INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-B. !47J DESl�,N RL OM ENDED: ° LONDON AVE. P1'RUS CALLERYANA BRADFORD PEAR 20' D.C. 15 GAL. 6 1 44.70' 803'11" 318.0_0' 22.3_8' LAND �EIEI ENT�ESIGN CORPORATION 1 -800-227-2600 42.17' 8'03'11" 300.00' 21.12' EXo 3/31/2001 ; KJR 1910 S. Archibald Ave., Ste N DIAL TOLL FREE BRADFORD' .�.3 26.72' 525'47" 282.00' 13.37' 18 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL HEREON. 40 0 40 80 120 No. 43714 - -30-0-.-00' --- -- Ontario, C 91761 _ --- -- - 19 y�// r�e6 e.c cry ena� �F c YnI (909) 930-1466 1 FAX (909) 930-1468 AT LEAST TWO DAYS AC£RSTRO£M/A INDICA CRAPE MYRTLE 30' O,C. 15 GAL. 7 42 17' 8'03'11" 3.00.00' 21.12 /�J v 7` f� />n7�ty5 /eq _ ,-; ' LIBERTY ST - - _ _-_ _ 21 IN`>iA L. W- ;�3 "N01 A FROUGFI STREET" 51GN & POST - BEFORE YOU DIG AUR/F1 VATCHEZ' HYBRID - WH/TE 23 56' 90'00'00" 15 00' 15.00' 1 �4� CIVi� ��P ;i CRE3 / DAIL '1 00 3 pE 5 - r - 13.14' 2'16'52" 330.00' 6.57' ONSTR� c.OReSIllE DRAIN ot1fLET fR U rY OF q p S c a I e 1 - 4 0 �;� OF �A f!F ! €vk c:HE R - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IS C R Wq COOMonAR - CHElI_ht DRAWING NO a 111.35 110'00'00" 58.00' _82.83' 9tb- 107- • K JR R.C.E 43714 _.._ - EXP. 3/3/01 JOB No. 3177 Z g PROPOSED TOP OF EA S T CURB P/ 1613,47 L -4 139.28' OW CURB ON CURB 17.80 - - a L=4241' 57.53' --- - ON CURB L 34.82' ON CURB L = 48.87' 37.44' L 111.3+' Pl 1610.20 - -- _ ON CURB �q=f61B.51 ON CURB 01V CURB - pV CURB PROPOSED Toll OF L=?784i EXISTING GRADE ' @ z Pi-1s>s:� R W 18' LETT 0f I NOR T CURBLAJ / V _ h _ 1616 1616 w 1615 f6O5 -- WO1615 _ . .._. f,6 9p O m 4 w ^ 1,0 Sw° o o a ! '` 1614 *co r so of Q: 1614 - r`�GY f 100 to Nh ^i '� '7 mpg 4� v~ i; V V 41 + Z;< I b �c� �_ HGL L=89 54' /DENnCALO' PO/N�T5 4 � 1O01616 161 X S r ; NVERTCkA E_ 5 R/W 18 L _7 1 I ! 69.75' I ;PROP. 24" I 1614L 50.00' ! sY 1614 R.C.P. r` P/=1615.84 Nvh d L=._89.54' SO s �1 w w ! c m W ! i s a c e _70,_ o m ^ o #6tJ© s=0.010 t S __. I i n Ai A I `^I° { / I i I z 1 ppp 5- �" �; ti" a 1N VERT OF ' �,�y 0 i a PROP. 18 R. C.P. s199 �� t I � ' ww �� ° EXISTING GRADE @0. - 1616 ' 1616 1pE1� 1611 = CROWN I_ !N E 4 w �0 1611 1615 1615 1610 1610 1614 . EXISTING GRADE @ 1614' 1609 i c=42.41' 1609 � s '{ CROWN LINE P/ = 161513 111.35' g,Z 0V CURB 24" R CP _ R. C.P. g Sr 17 L. ?8 L.F. EX. 24' 3� 57.53' f L=29.32' 17,8O P (D2000) - �� -ON CURB G►V CURB �i CU (� _ 9 4 N �' L 59' ` T. F '� � T F • _. _ _ _ _ _ OWS OMS . 0 ' v V 18' RCP 8' r 8' 18' RCP r46O IDENnCAL o/NT pw v I - --- '� I - (02000) f- PROFILE _ ►, h ,r P 19 02000 RCP ; RCP ^ m co ~ HORIZ. SCALE:1"=20' ca � ^ m v co °j a V V kri w ti VERT. SCALE:1'=2' PROFILE h a ^ h m ^ d d d O p 47 N ti V HORIZ. SCALE:1"=20' f 1 ^ Ki w b w v, Y `� m VERT. SCALE:1"=2' -sYrt� w w h w CO 1��. ^ -Q �O a Q Oi ltj O ca -p 1616 z 1616 1616 ^ o mry ^ h ° � � 1615 1615 161510( w '°o ' - w ^ w m 1614 1614 1614 `� EXISTING GRADE @ � � /DENTIC POINT R/W 18' R I C H T 0 F PROPOSED TOP 4' OF SOU TH CURB PROPOSED TOP OF EXISTING GRAD WEST CURB R/W 18' RIGHT OF Y - _ 1+00 2+00 3+00 1+00 2+00 3+00 10 Y , 4 10 4 4 4 PROFILE SCALES: 4 3 HORZ.- 1 =40 N z kn Q VER T.• 1 `4 ' W ,�W cp m x ::5 o � h0 ^ 2 01 �. � � � "� O ^� qi ') H � 3 * C� > OND V (o z z o Co CA[F.- 1 - 40 QD F N � .► � LIBERTY ST I ^ 3CIO a �m N � •r ^ �h SEE SHEET 3 --- 4 0 ^ > o w a It o k m h o - - o� off `^ u h 3a hm ,64059 ��'� ��h� s� - o �� vc� vm + �, * O 0 p ° 4 W`O N * v m •- m^ N^ N^ ** to Dili �6 ► 1~�'1� 0� ^� G3 3 k h rO�O 8` o O 30 i ,6060 . 20 Y4` 18 A 09. 6 8 18' 7 '!B• CL DWY• RAD N5332:31£ g 6 4 W=16;X=3 4 �'h f 5' OO 9 11 4e L=30.48' A19' 18.66�i = \ ! oJ S � oa o � 0L Z L=4 .1 g4' ; i �'w �•��c� 2 .p5 00 �REMOVE PLUG AND Z F t- 17 � - , _•�� � � 60 0 4 CONNECT ro Exrsr. = 40 - � b6• - � $ =43.63' � .7 27.6 4' � 1 �• I 5 18' R C.P. STUB. m -,; - �� . \ REMOVE PLUG AND 4+ l �,a �,� N ' „ I 4 2 \` CONNECT TO EX/S T. � ry CL STREET L 1GHT• N77'50 25"W 6f .4 v� 2 8 4 h 24' R.C.P STUB. N 0. 4 RAD ; 5800 L UMENB `9 i 4 �� 6 3 p 1 V \ + h `` l Q V ^ v _. . 6j N 89506' E � ! 1 N 0Y�`;544W � cp 1 0 6j6 TC 00 2 4 + ,r __12+001 V O d 1 m 1 CL STREET LIGHT. N8171 07£ r 1 \ W 0 O 2 O 1 ar 5 RAD ; 5800 LUMEN 4 3 _ q p x 6 ' 6 CL t T DWY RAD N7772 42£ + -� _ - � O � � � � �� �� 4 W=16.1?.X=3 �w !� - -25 �' 17 , �R �2 4 SCALE: . =20' 1" / Qo 57 5 2 3_ L=23.56' 0 00 W Ov L=18.9 3' L�0.40' 18.39' �� 3 � �0 C�i � T a ~ ~ +Z Z p ~ 0�00 v k Q „Wrn G� Cry �h0 p F TA!Aw FA9 h v �0 h � v k7 vv C>k Vm W m v1�0 Vim, co V� W ^ O W �. � a 0, •-13 � �' •- I =', � o NJ 4 CL WY (RAD) N307345"E 12 m� a n w N p * ni ^ W� -' 1 oh mo �`O�r°�o H � m h3 2 ._ SCALE: 1"=20 -r--- 1 p V V h t[)� W 16.12;X-3 N 3 O O'h h 1�3 * ' w "'`° `°h h ' �' W r Z �° CONSTRUCTION NOTES SO CSN A � � NO � � .. � ^ 3 b 0 ^ V SEE RIGHT `� H o m CONSTRUCT 4" A.C. AND 4" CLASS II A.B. om + o � m o h h � r\ a h w 't ^ Q � m 3 40 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101-A w v �., W v (W=PER PLAN;X=PER PLAN) _ SEE- LEFT 4 5 CONSTRUCT SIDEWALK PER CITY OF RANCO CUCAMONGA STD. 103. DESCRIP11ON OF REVISION )ATE APPROVAL -- 6 CONSTRUCT A2- 6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104 a� P O J SS11Q 4 80 CONSTRUCT 18" RCP STORM DRAIN (D-2000). C 1 1 Y OF- RANCHO CUCAMONGA 4 _ �J tiF ti4 15 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329. Rtt 1 IMPRUVEMENI PLAN & PROFILE No. 43714 I (D=PER PLAN) �p Exp 3/3��zooI 10 CONSTRUCT CATCH BASIN (W=PER PLAN) PER CITY OF RANCHO CUCAMONGA STD. 300. TRA A CT 15963 1ff?r- Tiv C0 1 fft Ir 11 Ir Y Afori11 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307A. CIV 11. ��P � NOTE. - -' - - -a- - LIBERTY COURT STA 1+00.00 THRU 2+87.35 q`` al ca•, t` THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS 12 CONSTRUCT 24" RCP STORM DRAIN (D-2000). L/BERTY NOR TN STA 1+00.00 THRu 2+58.x7 AND ELECTRICAL) ON THE PROJECT SIDE OF ARCHIBALD AVENUE SHALL BE UNDERGROUNDED ALONG THE ENTIRE CURVE DATA 4� INSTALL 5800 LUMEN HPSV STREET LIGHT BY EDISON PAID FOR AND COORDINATED PROJECT FRONTAGE EXTENDINGTO THE FIRST POLE OFFSITE LENGTH ANGLE RADIUS TANGENT BY DEVELOPER. APS WzvED B'� - - aATL (NORTH AND SOUTH), PRIOR TO PUBLIC IMPROVEMENT 1 89.54' 90'00'00" 57.00' 57.00' 15 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD 107-B, CITY ENGINEER R.C.E. 24953 STREET NAME BOTAN/CAL NAME COMMON NAME SPACING SIZE QNTY. DI ACCEPTANCE OR OCCUPANCY. 2 a2.a1, 90.00,00^ 27.00, 27.00; 14ND DE VEL ENT DESIGN CORPORATION REcoM NLU 3 17.80 10'0000 102.00 8.92 LIBERTY COURT AGERSTROCUTA INDICA CRAPE MYRTLE 3p D.C, 15 GAL. 9 17 INSTALL STREET NAME SIGN PER CITY STD, 401-A AND 401-B. KJR 1910 S. Archbold Ave., Ste. NIn DIAL TOLL FREE 4 111.35' 110'00'00" 58.00' 82.83' AUR/E/ lVATCNEZ' HYBRID - W1 TE - Ontorio, CA 91761 1 -800-227-2600 _._ 40 0 40 80 120 5 48.87' 25'00'00" 112.00' 24.83' 18 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 1. JRANN (909) 930-1466 FAX (909) 930-1468 �r � AT LEAST TWO DAYS p, _;;' ; ` 6 29.32' 15 00 00 112.00' 14.74' LIBERTY NORTH AGER57POEM/A INDICA CRAPE MYRTLE 30' 0.C. 15 GAL, 9 CRB 4 / J BEFORE YOU DIG L _ "` 7 139.28' 21O'DO'00" 38.00' AUR/E� lVATCHEI HYBRID - WN/TE 19 INSTALL STREET TREES PER LANDSCAPE PLANS, - -- _ _.. DATE $� 3� _ 4 of K , u E UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA , >> rr ,, > �;HECK�D DRAWING NU. SCC) Ie i - 4V RC.E. 43714 SEE L ANOSCAPE PLAN FOR EXACT LOCA TION. KJR EXP. 3/3/01 JOB N0. 3177 7�}2