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HomeMy WebLinkAbout1731 Q ABBREVIATIONS: AC ............. Asphalt Concrete QCBW .......... Conc. Block Wall LL' CITY O F RANCHO�C HO C' U CA MO NGA CLF .... Chain Linked Fence ? T EP ............. Edison Pole ~ � JSSSS...... v HAWTHORNS ST. O X Existing FL ............. Flow Line Elevation SMH .......... Sewer Manhole L4jS W .......... Sidewalk _ Z TC ............. Top of Curb Elevation LAJ CC D. ......Pn Yard rnPPLine us S T P-;� E- _ -E- -, T IMPR 0 V E- ,.- ME-- N T PLA NS I .... .... on 'ent '7- 19TII ST. L. ............. Length GAL11 AVE. C ............. Begin of the Curve EC ............. End of the Curve BC ............. Begin of the Curb Return EC ............. End of the Curb Return TPxA C T No. 14162 BDRY ..... Boundary BLDG ............. Building HAMIC TON ST. DWG. ............. Drawing HAMIC TON ST. REVISED PLAN ......... PtntPrt Iine N.T.S. ......... Not To Scale PROJECT_SITE D/A............. Driveway Approach VAR. .......----- VARiable PCC. .............Portland Cement Concrete O Lid 01 ';HEE.T c & c curb & Gutter GENERAL NOTES R/W ... Right of Way CONC ........ Concrete FS ... Finsh Surface 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CALTRANS&THE CITY OF RANCHO TC ...... .. Top of Curb CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-CURRENT EDITION, PVMT .. .. _ Pavement VICINITY MAP _ _ e - __ _ EG. ..... .... Edge of Gutter • \ INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE - - - - - I -," - RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ss $ s g s SIRE 2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES,WATER METERS,VALVES, FIRE NINETEENTH -T -- - - r -- r -- HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS CONSTRUCTION N0TES : ,, WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE T `' AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. O CONST. 100mm(4") P.C.C. S/W, PER CITY OF RANCHO CUCAMONGA STD DWG.S c£i 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE ♦ b SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 100-A & 101, OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. /� LEGEND: �J CONST. A2-6 P.C.C. C. & G. PER CITY OF CUCAMONGA STD. DWG. 104, LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 +00 > 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT CONST. 76mm(3") AC (TYPE A) W/AR- 4000 ASPHALT BINDER PER � ` PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR (100.10) SSSS. Existing Elevation RANCHO CUCAMONGA CITY STD. 4 RIGHT-OF-WAY. - (99)-..-Ex. Ground Contour Line x --X--X-.- Chain Link Fence ® CONST. 100mm(4") CLASS 2 AGGREGATE BASE (AB) PER t 5.ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL Ex. Structure RANCHO CUCAMONGA CITY STD. AC & AB THICKNESS W _ HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 -d .. ......... Ex. Street Light PER R-VALUE TESTING AND CONFIRMATION. u; '` *-= - VERTICAL CURVE AREAS PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR L10 Ex. Tree, Diameter _ FOOT INTERVALS ADDITIONAL Sio=0+00 00 + RV �� x ♦ DR +� l LOT 6 - - -- �_� _ � ( _ 6. ALL SEWER,WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,OR CROSSINGS SHALL BE o---_ ........ Proposed Street Light a'r _ . CONSTRUCTED PRIOR TO PAVING. OF STREET STR /W lur R/W Ex Edison Pole 18.3-m(60') I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL � , COMPACTED ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH ......... Proposed Tree. Detail per Landscape Plans. 9.15 m(30') 9.15 m(30') THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF 3.66 m(12') 5.49 m(18') 5.49 m(18') _ 3.66 m(12') LOT 7 LOT 8 tkt LOT 1 LOT 17 BASE MATERIALS AND/OR SURFACING. 0.15m(0.5') 0.15m(0.5') . 8.AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL (7 5 ) TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT,AND GRADATION OF ASPHALT PAVING. 4') (4')SLOP (4 ) SLOPE sa 9. PRIOR TO INSTALLATION OF ANY PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 1/4" PER FT (7.5 ) LEVEL LINE (O 2') N- /4" PER FT. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT v 60mm LOT 9 LOT 15 PAVING. 10. ASPHALT CONCRETE SHALL BE 19-mm MAXIMUM, MEDIUM GRADATION,AND AGGREGATE BASE SHALL BE CLASS 2 WITH 5 >,m 19-mm MAXIMUM. 07 � LOT 10 � 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,THE 21) (`8) (2� w SUB-GRADE SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. mss 3 LOT 14 w STREET TREE LIST-: AC & AB THICKNESS 1 PER R-VALUE TESTING , 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE,A SOILS STERILANT REGISTERED BY THE E.P.A. FOR STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE QTY. AND CONFIRMATION USE UNDER A.C.AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE LOT 11 FULL PAVEMENT WIDTH PRIOR TO PAVING. VIA SERENA ST. QUERCUS ILEX HOLLY OAK 40' 0.C. 15 GAL. 6 STREET TYPICAL SECTION 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER,THE JADE DR. GINKGO BILOBA MAIDENHAIR TREE 35' O.C. 1 5 GAL. 9 N.T.S. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID_ ANY LOT 12 ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL FORMA SERENA ST. JADE DR. TIGER EYE PL. BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TIGER EYE PL. RHUS LANCEA AFRICAN SUMAC 20' 0.C. 15 GAL. 37 & HAMILTON ST. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CONSTRUCTION NOTES FOR STREET TREES: LANDSCAPE , 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY LOT C & B ��-� LOT 13 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF STANDARD PLANS. ERROR AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS . CF OF 19TH ST. REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL R/W W n 5. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL 25.30m(83') HAIL TO> f N; ST. CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. -- AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 14.94m(49_� 13.41m (44') 3.35m-11' w - -- - -- - ( SCALE. 1 -80 H 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I•' 1. Ix. ENGINEERING DIVISION. 7.32�24' 9.14m 30' 3 66m t 2' ; r 18.TRAFFIC INDEX FOR SR30 BETWEEN SAPPHIRE ST AND JASPER ST TRAFFIC INDEX FOR STATE ROUTE 30(19TH STREET) 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY _z o 2 99m -1 5. STREET TREES NEED TO BE 25' AWAY FROM BC/EC ON INTERIOR STREET o J / 4 n--t-� '� E , i A 19.A MINIMUM RELATIVE COMPACTION OF 95%SHALL BE OBTAINED FOR STRUCTURE SECTIONS OF PAVEMENT PER Q o tx CALTRANS STD. SPECIFICATION SECTION 19-5. Y 16 `` (SLOPE scALF: 1"=so' LEVEL LINE of - " _ N 1/4" PER FT. w I EXISTING SURVEY MONUMENTATION --_ r-' -"� -- I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE EX. 200mm(8") 1 5 DESCRIBED AS FOLLOWS: P.C.C. C&G MIN. TAPERED 2' 28 6 UTILITIES: Underground Service Alert AC & AB THICKNESS 1. 1"IRON PIPE LOCATED INTERSECTION OF CENTERLINES OF NINETEENTH STREET AND SAPPHIRE STREET. PER TRACT EX. 150mm(6") THICKNESS 45mm PER R-VALUE TESTING NO. 9325 M.B. 137/3436 & 200mm(8") AB. AND CONFIRMATION WATER CUCAMONGA COUNTY WATER DISTRICT Call: TOLL FREE 2. 1 IRON PIPE LOCATED 34.94' EAST OF INTERSECTION OF NINETEENTH STREET AND VIA SERENA. PER TRACT 00. 19TH ST. TYPICAL SECTION TEL. (909)987-2591 �� 4zz�4lss 9325 M.B. 137/34-36 ,. TELEPHONE GTE. _ EESIDEWALK A [ EYE NHTONNST = TEL (800)483-4000 2NELY COR. MARSHALL Enl0VERtNGGRcVp, TWO WORKDAYS BEFORE You aG V ,I/_Q 3__SE£ 1-h CONSTRUCTION NOTES : GAS SOUTHERN CALIFORNIA GAS CO. DATED //0A P. N0. 08-01-6-MC-0841 O CONST. 100mm(4") P.C.C. S/W, PER CITY OF RANCHO CUCAMONGA STD. DWG.S TEL (800)427-2200 HONG CA R.C.E N . 100-A & 101, POWER SOUTHERN CALIFORNIA EDISON Co. DESCRIPTION OF REVISION DATE CITY APPROVED V CONST. 200mm(8") P.C.C. C. & G. PER CALTRANS STD. A87, A2-200 TEL. (800)684-8123 O CONST. 150mm(6") AC (TYPE A) W/AR-4000 ASPHALT BINDER PER TRASH RANCHO DISPOSAL SERVICE QPOFESS/0N CITY OF RANCHO CUCAMONGA CALTRANS STD. SPECIFICATION SECTION 39. TEL (909)987-3717 Q�Q ONG C q� C5) CONST. 45-mm (MIN) AC OVERLAY. A PAINT BINDER (TACK COAT) OF ASPHALTIC CAB[F T.V. CHARTER COMMUNICATIONS PLAN AND PROFILE EMULSION SHOULD BE APPLIED ONTO THE SURFACES OF THE COLD-PLANED AND TEL. (909)987 6275 R, VIA SERENA ST. JADE DR. TIGER EYE PL. 16) COLD SAW- CUT PILANE V45-mm MIN PRIOR AC PVML ING THE NEW AC OVFRI AY. SEWER CUCAMONGA GOUTY WATER DISTRICT Qk�� W. RaY,yO� w , 04 M C (MIN) & NINETEENTH STREET 17 610mm 2') WIDE SAWCUT, REPLACE W�NEW AC. PVMT. 150-mm 6") TEL (909)987-259t ( ( -- ----- W 5 '�!( * FROM 19TH STREET TO HAMILTON STREET AC, 200-mm (8") AB SEWAGE CUCAMONGA COUTY WATER DISTRICT ' 0f tel'TEL. (909)987-2591 �� FOR TRACT N0. 14162 * T CONST. 200mm(8") CLASS 2 AGGREGATE BASE (AB) PER * 9 � C�VII OQ� CALTRANS STD. SPECIFICATION SECTION 26. AC & AB THICKNESS CN1%. P OF CAV 1F APPROVED BY DATE: -/ PER R-VALUE TESTING AND CONFIRMATION. pFOK� L`� REV. ONLY -- ---- -- CITY ENGINEER• A R.C.E. N ' 24953 BENCH MARK: DESIGN: RECOMMENDED: - TRITECH SSOCIATES INC. MIKE 6. MIAO SUBDIVISION SURVEY ENGINEERING DESIGN 135 N. SAN GABRIEL BLVD. DRAWN: A. SAN GABRIEL, CA 91775 SHE R.R. Spike in Power Pole #436577 E Northwest Corner MIKE O. MIAO TEL: (626) 570-1918 HONG GAO 1_ OF 5 __ Nineteenth Street and Jasper Street EL EV. 1583. 13 -------------R.c.E. No.o4�li8_ --- - P CHECKED: DATE_12�L/03 __FILE NO.910blb DRAi'PING N0. HONG GAO / 731 - i SCALE- HOR. 1 — 40' r a - - - VERT. 1 "= 41595 I '- t a_ ZX_ — - Q i5io- + t< 5 Q) cri D. T)P OF CU R6 — d NCRTR S DE - + Ln w - QtK - 5 — + - S —I - - 1fi �r o 0 r cag to 540 t i Y_ - �—-� - + j - o X 0AD f 5-0 po i j - - EX G I 40.13C 1.00z. Z _ 1.249 = 0. 5 - - .- .1595 F.tri 8 TO + ; - op to + ' + a - + T EX. EDGE . t- �- i i _ i-- i 1p +— S {� } + f Q 1 cc �RA DE , 1 ' A T 1 8 i lll cc 1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 CONSTRUCTION NOTES : 1 1 INSTALL STREET NAME SIGN. G-7 SIGN O1 CONSTRUCT CONCRETE DRIVEWAY APPROACH 1� INSTALL STREET NAME SIGN. PER RANCHO CUCAMONGA STD. 401 A & B. PER CITY OF RANCHO CUCAMONGA, STANDARD PLAN 101 . O2 CONSTRUCT CONCRETE CROSS & LONGITUDINAL GUTTERS. ADJUST SEWER MANHOLE TO GRADE. PER CITY OF RANCHO CUCAMONGA, STANDARD PLAN 106-A 13 INSTALL STREET TREE PER NOTES AND LEGEND ON SHT. 1 O CONSTRUCT CONCRETE ACCESS RAMP, PER CITY OF RANCHO CUCAMONGA STD. 0 jr 102 SINGLE RAMP 15 CONST. VARIABLE THICKNESS A.C. OVERLAY. O CONST. 100mm(4") P.C.C. S/W, PER CITY OF RANCHO CUCAMONGA STD. DWC.S 16 COLD PLANE 45-mm(MIN) AC .PVMT 100-A & 101, © CONST. 200mm(8") P.C.C. C. & G. PER CALTRANS STD. A87, A2-200 17 610mm (2') WIDE SAWCUT. REPLACE W/NEW AC. PVMT. 150-mm(6") AC 200-mm(8") AB. (i] i 1 Z , , O CONST. 150mm AC (TYPE A) W/AR-4000 ASPHALT BINDER PER 18 CONST. AC PAVEMENT TRANSITION PER STATE STD. PLAN A87(TYPE A) CALTRANS STD. SPECIFICATION SECTION 39. w M i 0 RELOCATED EX. SIGN POST O CONST. STREET LIGHT, PER CALTRANS STD. PAGE 289 ES-6A TYPE 15. 10 4 INSTALL 12" (300mm) SOLID WHITE LINE PER CALTRANS. STD. PLAN A24E. W � N 30 FT. HIGH, WITH 6 FT. LUMINAIRE ARM. 2' BEHIND CURB FACE. N I SCALE: 1"=40' W I U) 7 � N PROP. 9,500 LUMEN 100 WATT H.P.S.V LAMPS �5 INSTALL R1 STOP SIGN PER CALTRANS STD. N � - CONST. STREET LIGHT, PER RANCHO CUCAMONGA STD. ® CONST. 200mm(8") CLASS 2 AGGREGATE BASE (AB) PER I `� m N �� PROP. 5,800 LUMEN 100 WATT H.P.S.V LAWPS. CALTRANS STD. SPECIFICATION SECTION 26. AC & AB THICKNESS N i W STATE R/w a� '� > � \ p�OFESSIp PER R-VALUE TESTING AND CONFIRMATION. �. CD A tAG + r ��//�� - 0 O V1 O+ti - - -_ - - _. - -- - ON! ( l llf I cV a� ? , ,� ; _ _ ^; o Z + m CONSTRUCTION OMITS o -47 + o II w No. :118 rn in o� o SEE X SECTION ON SHT. 1 0 0 0 0 n n o o f CD o+ < MATCH TRAFFIC LANE o 0 0 0 + NINETEENTH �" N 89.48'30" W N, oTREET + + + + + o T E — �- ATF OF CAL EX. A.C. PAVEMENTX� ' rTREET lJ,n O� I (T� 01 cV 1 6 ���o - 01 '4 SAWCUT LINE L, i,i �' �, s, �nT FUCF_ 1f ,1i u� AC E Wl - �n �_� %02 l ;. EX. CONC. C. & G. j U u (Al X - - - - --- - -- - - - -- - - --1 ?j } P. N0. 08-01-6-MC-0841 41-- - - RlWOm -- - - / ti 'IN Lol ---- �- ------ - - DESCRIPTION OF REVISION DATE crTv j aft STOP --- 1-$u APPROVED LOT B" ( 'Sgs 0 �5) (5) 3 a 0h• F " 24 �� 6 E AC CUBE CITY OF RANCHO CUCAMONGA G Z o N � � � W L N Z _ _ Z �' Z om PLAN AND PROFILE `� � J, � �� Z W Lu �� LorOT4 LOT3 E ��" LOT2 LOT 1l k ,+oo � �'QX E �� �2 � �� 17 NINETEENTH STREET u �W ( o C �� 4� rn � �VC7 h � �i� �W� ;a 1ti ZW m v Z o o ^ 131)�o �;3 v �, 0 18 oQ + iU + � o �`"<' + Y �`" Qm + � �o �+ 0.'+a, �= c �? +o + ~ Z o k Z o W oZ W o Z Z .t SEE SHT. 3 + �� = SAPPHIRE STREET TO VIA SERENA Ooh NOO4, cVQI � mO� Nm WV �q � � ?� v o ~ ��v �U moo FOR TRACT NO. 14162 Z- N � �, �ZU ' lv �� V a ti� ,� o ,� p p `" °0U `oC> o� zZQ ai Zv � � � o� o �o 0o Z ^rno�Q �� `� Q ''o oZ�Z vo � Qoz � o o� �Z � � o� Z ^ ^ �, ,; ?� AC UR p4,0 + N �mO + � ' �Q + °h° ~ Qti + � C, `,qj0 �Vo OOZo - �v Amo c� N c� Q ' .f ^ o0 o Q + nZ +z + z oa o Z Q o - APPROVED BY DATE:" ��0 10 - CITY ENGINEER: L ti ' i R.C.E. N0._- 95 Q o Q 24953 OU O�W Z -- ��� oTRACT NO. 14162 W �� DESIGN: TRITE SOCIATES INC. RECOM NDED: oWm E EoZ� MIKE G. MIAO N v SUBDIVISION SURVEY ENGINEERING DESIGN m� o� 135 N. SAN GABRIEL BLVD. �Z W DRAWN:Qrl SAN GABRIEL, CA 91775 SHF,F. z\ R L T 000� °Oz�o MIKE 6. MIAO TEL: (62s) 570-1918 2 OF 5 TRANSITION RETAIL 7��iAQ R.C.E. N0.0471 18 ------ ---- 1 90'00'00" 35.00' 154.9781 35.00 CHECKED: 1 3t o3 99osts DRAWING N0. DATE_�_L--_FILE NO. 990618 W m a HONG GAO 31 Q - ji I i I i i $ER NAj S i 1 HOR. 1 "= 40 i 1 STATONING SCALE: 9. 4' 5 . 9.3 ' 1 79 1 7. 2' 42 41' L2.. T' Y VERT. 1 = 4 c RV i ow: Cu�RVE- i N UR E N C VE f i I + L Lo cv Al € 2.16m] 54. ' r` cv C RB C f> 116" 10 8 L. � CD. lin o6 GIND.1 LtNE A 4- `` t ? d✓4 Al A/ — _ r- its1 159) 80 0 1-- Tn , r� — —, �� i r-- I I i z T NTY UR } J * t'to 1 1 _ z i 1 1 o 7 { O39 esi U ly a + w r . 00 jr ,� I 9c C S )CT BY 0 S ,� -�? 57 _ — i A 558) o o a T ff o N ; Lc o � + � + o+ o j f L - $ 7 , , L' - 64 5 45 4 41 7 9N frvL r11V v oro GU v n - c� -. Ci 54. 6' in 2C.F. F 6 TO 8 B9 A,�, + o} m as � 14 A141 4 _ uj cr � rn g _ cn v - - grsT � $ 5 i ; s + O8 11) + I " # — — — + �f AT LY 1 �NDJ UNE p i { �� , 1i 7 5 1 7 0 14 C R8 co T ,� E I -- I L 4575 0+00 1+00 2+00 3+00 4+00 3+00 2+00 1+00 0+00 C O NST R U C T 10 N N 0 T E','-)' : of CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA, STANDARD PLAN 101 , 0 CONSTRUCT CONCRETE CROSS & LONGITUDINAL GUTTERS. PER CITY OF RANCHO CUCAMONGA, STANDARD PLAN 106-A O3 CONSTRUCT CONCRETE ACCESS RAMP, PER CITY OF RANCHO CUCAMONGA STD. 102 SINGLE RAMP 0 OO > O CONST. 100mm(4") P.C.C. S/W, PER CITY OF RANCHO CUCAMONGA STD. DWG.S 100-A & 101, m W m vcoo ^o ^ o a N E-H © CONST. 200mm(8") P.C.C. C. & G. PER CALTRANS STD. A87, A2-200 W h � 06 � � —�� � In o o �� o ^ + �v, 0 0 0 0; ® CONST. l OOmm(4") CLASS 2 AGGREGATE BASE (AB) PER o ``' �, " + �; RANCHO CUCAMONGA CITY STD. AC & AB THICKNESS m mm Q o� "' �4• N o cn '4 co �`O PER R-VALUE TESTING AND CONFIRMATION. C" w o QQ 34'57 �, N w SEE LEFT 0� CONST. STREET LIGHT, PER RANCHO CUCAMONGA STD. 2 Q D j� a �1. V L I o zo Q Q pp of 45 38 R 9.68 ov p + + PROP. 5,800 LUMEN 100 WATT H.P.S.V LAWPS. R� N o, 38 z 5 ? 1� INSTALL STREET NAME SIGN. PER RANCHO CUCAMONGA STD. 401 A & B y Q o ,, LST 5 1 ��°� LOT 3 LOT 3 LOT2 0 o LOT 1 3 ct� �W ��o o o l� ADJUST SEWER MANHOLE TO GRADE. tiv 5 o x.O� 30 W 2' 18' 18' 1 � Q 5 o T T o. 14162 I + QomZ� '6-0` i5 13 INSTALL STREET TREE PER NOTES AND LEGEND ON SHT. 1 Q) J3 �� �F 3 o W 3 14 CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106A W-6 TRACT BOUNDARY �� "' �� �� ' �� � ' �' dOIS 3 18 CONST. PAVEMENT TRANSITION PER CITY OF RANCHO CUCAMONGA STD. PLAN 406 1 \ yh� LOT 6 2 2a, 19 INSTALL 4" C.I.P CURB DRAIN PER APWA 150- 1 . CASE I INLET. 5 0 ----- - - >+ - -- D. PLAN 132. <,n: , - "� 5 tie 1 " 22 20 20 CONSTRUCT CONCRETE END OF ST TEMP PVMT., PER RANCHO CUCAMONGA ST -- -- 7+00 t ! LOT 17 ,, 3 + > - �} fig. 3F x if 0� o JADE n �" VCP ss e <� DR. 4 2+pp �1 CONST. A2-6 P.C.C. C. & G. PER CITY OF CUCAMONGA STD. DWG. 104, � ; -- -�'" a 2+4.00 WA SERENA ST Ct OF D/A — 1 1 " 22 INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A 1S H161 `[�68 �0+Z�9 '89+9 = }S jt - o o 25� + A R. 6' WIDE j 8 «, `�o 1 81 St = +00.00 8' W 1 8" W _ @JADE DR. VN181S VIA OO' +p = }S �, v �, M �+ 8 2 s� o 1 X578.44 11 �\ �� 5 `'� , 2 I (1578.04) ® INSTALL 12" SOLID WHITE LINE PER RANCHO CUCAMONGA STD. PLAN 133 N 0' 44 % ��g� 6 I ( 5 INSTALL R1 STOP SIGN PER CALTRANS STD. VIA SERENA (1,586. 70) ---�, ^ , x '30' EE ST. N x - o 0 '' 2 s� x 5 © CONSTRUCT CONCRETE BLOCK SLOUGH WALL, PER RANCHO CUCAMONGA STD. PLAN 605. ' j 2 i -S. ' -625X v ( - TOP _ CU ! �� tw �� oo '- CONST. 76mm(3") AC (TYPE A) WEAR-4000 ASPHALT BINDER PER s 3 RANCHO CUCAMONGA CITY STD. a o (1 (25 �� °P j + °�° P. NO. 08-01 6-Mc-0841 La 31 0 w (� ( i �" U) DESCRIPTION OF REVISION DATECITY )�. /R,lj i sr` a LOT 1 > �W 1 APPROVED N 1+ � LOT 1'59' .,i'lQ LOT !a x LOT 16 LO 17 z — -- 00+9 `� ���'��� -- W � '�' CITY OF RANCHO CUCAMONGA TRACT No. 14 x 2r� a i LbT 1s R_38 �,� �� �? } 0 SEE SHT. 2 �'' t6) z SEE RIGHT � �o SEE SHT. 4 a o "' o Q m PLAN AND PROFILE b (,°,R 5.44) U � � U U � � U W 2 p �� 6 4 o o o . . VIA SERENA ST. JADE DR. 4.40 CO�o � � C3 00 0� oo O R= �� c cO 00• r �� � out ~ "— 7 +� R L T N� `�" NLc)� +� o 0 o N FROM 19TH STREET TO TIGER EYE PL. SCALE. 1 -40 0 - o^ 1 90'00'00" 35.000 54.978 35.000 (J 1 1 TRACTFOR N 14162 7 90'00'00" 27.000 42.411 27.000 3 15'00'00" 112.000 29.322 14.745 QppFESS/p APPROVED BY DATE: a 20959'58" 38.00a 139.277 / QUO to C CITY ENGINEER: t/ R.C.E. NO_24953 VIA SERENA 5 11'29'11" 112.000 22.453 11.264 �� . IGH: TRITECH SOCIATES INC. RECO ED: 6 9,3'30'4 7 27.000 44.067 28.708 SCALE. 1"=40' JADE DRIVE m MIKE 6. MIAO SUBDIVISION SURVEY ENGINEERING DESIGN 14 90'00'00" 27.000 42.411 27.000 135 N. SAN GABRIEL BLVD. - DRAj1'N: SAN GABRIEL, CA 91775 SHEE 20 69'2 1'20" 2 7.000 32.683 18.680 * * MIKE G. MIAO TEL: (626) 570-1918 ONO C AQ R.C.E. N0._0471 18 DATE_ L_1___FILE N0. 990618 CHECKED: 12 31 03 -- DRAWING NO. F 4F c ALS HONG GAO 73 42.41' ON CURVE . - r - - : . - r r i HOR. 1 = 40 , , t - , . , r , � - + , �T � � 2� .8� I f , , , 1 i + - - SCALE. - # - - -- - - - - _ - - - - - '# _ - - - - V VERT. 1 = 4 - - E - } - - _ . - ## + - - -- - - - - - - -- - - I - - - - \ - - _ - _ $ =_ - - - - - - $ - - - - - , I -- - - _ - - -- -_ - - - - - . . - -- - - - - - - - - + - - - -- - -- -- - - - , - - - - _ - - - - - - -- - -- - - - - - - - - - { - - :- - _ - - - -- { - - _ - - _ - - - - -- - - - 42,41. VERITCAL CURVE L=96.14', i H OR. 1 0 ON culls , I SCALE: - - ` 1 , • � 1 } I , ' I - - - - -- VERT. 1 "= 4' - ON CURB _ CD l - i i i i i � i t _ i t I { t ( j u g � I i I i 1 i I � I i - I n I i � 1 I I I ' I i j { is + - I } I + � s 2,0 I I �- <�- !i It i.4 ofr _ }- _ _ _- - i 100 : OI : � i -: - � :1_ I I i j S r -13 Ln _ 1 _ vERiTCAL CURVE I I } I I I p # t t i ` L 95,A2' _ ! { + ,r, ,��, t 7 z G2-1 1 { cl 102 AC TR* l - i - - - � ' + . EDGE OF AC CL � I I t 1 I { 1 F I S^ 1 l I I ON CURB \ 'v1 } ! - ! ri = ! { i I I I { I � i � i I } t � j f � 4 : 4 103,86' � ' ' - Cj• � � rn PA ! - - - I \ \ \ N + i i i I rn 4 Qt \ �,}�,,� p Q ! ! YCR,1 CAL CURVE I - i I I ! i � 1 L=90' j i ( i , t I_ t f 1 h^ (. Nc! I com s�=4.Oz. CS2=2jOTR - I - } _ ( I } } , {{ 1 - 1 ♦♦ j - } a i i - ( � - � 1 I 1 t I i t - JJ I : i 1 I - vz _ 3 i i I i : , ff 1 I . ON CURVE } + RECONSYRUCT E7C FROM 6' TRANSITION 10 8` I t - - - .. t i I ! - 1 i ( ,.. •Ob` y _ _ , V y, U' J N. ! ft aits , I _ I { { - I I I i i 1 0+00 1 +00 2+00 3+00 4+00 5+00 7+00 CONSTRUCTION NOTES : AREMOVE 5/W ALIGNMENT FROM PRIVATE PROPERTY. C-ONSTRVCT ; 1 5l9 14', SMH O CONSTRUCT CONCRETE DRIVEWAY APPROACH C=ULL PKWY/RE.TVRN ONL`( S __ EET PER CITY OF RANCHO CUCAMONGA, STANDARD PLAN 101, WLTHrn( THE EXIS1-ING R1W. BE GW @ P.R.C W/0'RADIVS Q3 CONSTRUCT CONCRETE ACCESS RAMP, PER CITY OF RANCHO CUCAMONGA STD. 102 SINGLE RAMP ENO WITH FULL PkW Y 5/�0! ® REMOVE EX. C&G, AC PAVEMENT & BASE MATERIAL. @ 0+40. 5 �00 l SCALE. 1"=40' o I O CONST. 100mm(4' P.C.C. S/W, PER CITY OF RANCHO CUCAMONGA STD. DWG.S Ex. C. di: G. 100-A & 101, 0+64.50 JW EX. PA f. ON HAMILTON ST. g END AC CURB TRANSITION (156).3 ® CONST. 100mm(4'") CLASS 2 AGGREGATE BASE (AB) PER END OF CONSTRUCTION I 0+64.50 JOIN EX. CURS g O 0+40.25 END OF CONC. C. x GUTTER & SIDEWALK RANCHO CUCAMONGA CITY STD. AC dt AB THICKNESS + I N ;� (1560.09)TC, 8" C.F. PER R-VALUE TESTING AND CONFIRMATION. C) Ljj 1561.08TC, 6" CF 11 o RnN CONST. STREET LIGHT, PER CALTRANS STD. PAGE 289 ES-6A TYPE 15. o Q 4+74.14 PRC N 1 EX. HOUSE 1561.94 t 560.51 30 FT. HIGH, WiTH 6 FT, LUMINAIRE ARM, 2' BEHIND CURB FACE. f EX. HOUSE ;� D 1" IP , 1 s 4+60.08 FH .s 1 ) 0+77.95 �� PROP. 5,800 LUMEN 100 WATT H.P,S,V LAMPS TRACT BOUNDARY L---- 563.43) 1� INSTALL STREET NAME SIGN. PER RANCHO CUCAMONGA STD. 401 A do B 1 1560.36)TC, 6" C.F. Z 1573. 8; ,� �. f -��;_• ADJUST SEWER MANHOLE TO GRADE, � (1576.96) 0 © INSTALL STREET TREE PER NOTES AND LEGEND ON SHT, 1 W -- T CT No. m ® CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106A W=6 s� to +00.00 TIGER EYE T. 18 CONST, PAVEMENT TRANSITION PER CITY OF RANCHO CUCAMONGA STD. PLAN 406 VIA SERENA ` `� 1 LOT 14 ` _ Q � � Sta 0+0 . HAMILTON ST, O y i • r O p� a INSTALL CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-B O _ LST 17 LOT 15 5 ' CONST. A2-6 P.C.C. C. do G. PER CiTY OF CUCAMONGA STD. DWG. 104, T it. Q INSTALL 8" SOLID WHiTE UNE PER RANCHO CUCAMONGA STD. PLAN 133 INSTALL RI STOP SIGN PER CALTRANS STD. 577.37) LOT 1 0 `'x�, , } (156? �� TRA BOUNDARY CONST, 76mm(3") AC (TYPE A) W/AR-4000 ASPHALT BINDER PER r ;rr Z A 9 po owJN� e��c RANCHO CUCAMONGA CITY STD, LOT 1 f 1+ ` f REVISE SI DE WAi_K Ar Q REVISED STREET PROFILE - SHEET 4A TO REPLACE SHEET 4 7/11/02 X v z '156 . 9) }i1.s� TIGER EYE 4 HAMILTON 1 0 5 ' D N'ELY CCrR. 1/11/03 BY P. NO. 08-01-6-MC-0841 (1562.04) CITYAPkVD QATE MARSHALL &^l&IA/E&RIAIG GROUP . : On D R L T �.•; '; 3 •(1 76.8'1) s ` �• 4 DESCRIPTION OF REVISION DATE c 1 90'00'00" 35.000 54.978 35.000 .� R/MI •,f . � O (1562.7 APPROVED 2 90:00 00 27.000 42.411 27.000 ILbT 13 �, CITY OF RANCHO CUCAMONGA 3 1500 00 112.000 29.322 14.745 + X 4 209'5958" 38.000 139.277 / z zd� n �' (1563.8 5 11'29'11' 112.000 22.453 1 x.264 t = +00.00• 00 `'x oti "'o id TIGER EYE L. ,,r�, s �, A 1 z� PLAN AND PROFILE 1+69.87-JADE DR OO 6 9330'4 7' 27.000 44.067 28.708 1577.70 os 'y Gti 7 32.26'04' 18.000 180.017 92.492 I TIGER EYE PL. x n o F��o �` s ) 8 11'5053" 82.000 58.314 29.261 '•� � y 'oy� LOT 12 � �i� 9 24.5655' 100.000 43.544 22.122 SOT 2 °ti oo FROM JADE DR. TO HAMILTON STREET 10 94'2334' 58.000 95.553 62.626 158 74 ,� 2+ R/W �o� sy�'°�� ; FOR TRACT NO. 14162 11 80'2745' 27,000 37.917 22.842 z TRACT BOUNDARY �^ o PRsS DATE: 12 32'06'10" 000 168.090 86.315 5 cj co (15 ) y 1567. 13 32'26'04 000 169.827 87,256 LOT 3 1 to a M• Rq y APPROVED BY , " LOT 8 i,. LOT 9 LOT 10 LOT 11 y+ 5 + % �� °o i CITY ENGINEER z `= l '-R.C.E. NO.-4 5j- 14 90.00'00' 27.000 42.41 r 27.000 N " J �` DESIGN: M MARSHALI. SEE SHT. 3 o �` RECOMM NDED: 15 32.26'05' 82.000 159.638 82.021 rn + . > NO. 57580 A M tO - i o 12/31/05 {� Btu- RAYMOND .1R. G ENGINEERING E 16 22.54'05" 318.000 127.106 64.413 m `� a; o p 17 802744" 45.000 63.195 36.070 N � � � �� s P DRAWN: GROUP sHEE p� .�OT �.' c1 2001 E. FINANCIAL MAY STE. 104 PH: (626) 914-5788 + �} z r�(` QF `EQ� BILL RAYMOND :JR. GLENDORA• CA 91741 FAX (626) 914-5757 -OF 0 1 CA` CHECKED: WILLIAM M. RAYMOND JR. R.C.E. N0. 575_80 DRAWING NO. BILL RAYMOND -R. DATE- 10 JUNE 2002 FILE. NO. 01-0015 I SHT. OF 8/11/02