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Home My WebLink About1361 BENCHMARK DRIVENAIL NORTH END OF N.E. CURB RETURN (4INTERSECTION EOF ORANGE ST. 9 JASPER ,_; f ELEV.= 1664.01 ' MI LL SIDE 1lD. COUNTY OF SAN W d J 11111111 F; h Z GENERAL. NOT ES hIt 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, T'i1F. 49 CITY OF RANCHO CUCAMONGA STANDARDS AND TIIE STANDARD V BAIwAN ��• SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE W RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS A14D SPECIFICATIONS. = J L 30. • 12 8 22. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR TP,.ACT NO 81: POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR ` A ST. W 1N ADJACENT AREAS WHERE IMPROVEMENT WORK. IS TO BE DONE SHALT, o h BE REMOVED, RELOCATED OR PROTECTED IN PLACE AE REQUIRED A1' NO 11", [AND A] SITE COST TO T1!L CITY OF RANCHO CUCAM0NGA. S T R E TM..:; � V E ,_ 3. A14Y CONTRACTOR PERFORMING WORK 014 THIS PROJECT SHALL NT ._ L A N S�, ti FAMILIARIZE HIMSHFLF WITH THE SITE AND SHALL UE Sol"ELY 191 "T , RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR N T � NOTE: IF_� � SUCH FACILITIES ARE SHTHE OtJ THESE PLANSV CONSTRUCTION NOTES FOR STREET TREES 4. A PERMIT SHALL BE OBTAINED FROM E CIT. OF RANCHO CUCAM014CA IMPROVEMENTS PROPOSED BY TRACT 13727 STREET IMPROVEMENT ENGINEERING DEPARTMENT PRIOR TO ANY ENC ROACHFIEIJI' OR DRAWINGS 1 THROUGHT 5 ARE REQUIRED 1'0 BE CONSTRUCTED 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CI'T'Y CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA- EASEMENT Olt V I C I N I TY MAP NOTE : CONCURRENT WITH THIS PROJECT. STANDARD 601. RIGHT-OF-WAY. AT LEAST 2 DAY PRIOR TO ANY EXCAVATION NEAR THE 2. ALL S'T'REET' TREES SHALL BE STAKED AND PLANTED ACCORDING TO 5. ALL GRADE S'L'AKES SHALL BE SET DY THE CONTRACTOR OR ENGINEER. M.W.D. 120 PIPELINE . CONTRACTOR SHALL CALL.... CITY STANDARD 605A PAVING ST,-.YES SHALL BE SET AT ALL HINGE POINT'S, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND MR. ART KNOOP OFN.W.D AT (213) 250 - 643? 3. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH AT NO MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 14' SECTION 212.1.2 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS MAY BE REQUIRED BY CITY ENG114EER AS NEEDED AT WARPED OR CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED VERTICAL CURVE AREAS. A. C . O LAY WITH THE RATIO OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS NATIVE R •SOIL. ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY 8O+_ " 15 BACKFILLING. LATERALS, MAINE, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE PAVING. 40' -O" I 40'-0" RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE 7. COMPACTION PESTS OF EMBANKM17NT CONSTRUCTION, TRF.NClf BACKFILL CITY INSPECTOR. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORED AT22'-0" I 22'-0• I�'-O" S. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE T'RL'YK. WRITT NFiREPORT WO H THESEOSTOCOMPACT'IOt. TESTS SHATHE CITY OFOLLCUCBEAS SUBMITTED HOLLY OAK DRIVE AMBERW000 DRIVE IS CLOSER THAN THREE FEET (3' ) TO THE FACE OF CURB, UNLESS TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THIL PLACEMENT' OF � OTHER WI NOTED. BASE MATERIALS AND/OR SURFACING. II I 11 I II I � 7. S' 4 ' B.S' 2' IO' IO� IO' W IO' 2 ' 6.3' 4' 7.'�' 6. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 1 ( 140 THE CITY ENGINEER. SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 1 1 2I 22 I I I 33 1 s4 I 1 f I I I Q•4' 14 0.4 DETERMII AT'IONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND t ( 2•�• 0.'S 32 f•/i LEVEL 0.8•/i _ Q.8%i - GRADATION OF ASPHALT PAVING. a �\_�� -�-^_^ �� ' ``_�-^� -- ^_^'�� _^_�"-^�^^ ^� �- r- __� l L 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL _ BE SUUMI7'TED TO THE CITY ENGINEER. LISTING ALL TESTS OR . N DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND _ H 1 G_ H ^L A � N D _ AVENUE _ T , SHEET 3 SHEET 2 EXIST A . C. BERM EXIST 13 CURB A ti�JfTER EQUIVALENT OF AGGREGATE BASE. � _ _#• _ 2 IA COLD PLANE REQUIRED 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AIJD PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR AT JOIN TO FINAL PLAN APPROVAL) . 11. "HEN IMPROVEMENTS ARE TO DE PLACED ON NATIVE SOIL WHICH I PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING• _ CONSISTS of A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED t BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALT. BE FILLED WITH A F'1NE GRADE = >l 4 3 6 7 • TYPICAL SECTION HIGHLAND AVENUE A. CUCAMONGA COUNTY WATER DISTRICT 714-987-2591 MATERIAL OF A QUALITY BETTER THAN TILE NATIVE MATERIAL. LOOKING WEST 9641 SAN BERNARDINO ROAD 12. IF THE ASPHALT CONCRETE IS I'D BE PLACED ON SUB-GRADE, A SOILS RANCHO CUCAMONGA, CA. 91730 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND SCALES MOR. I"s 10' Y.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ,N I �� 1" 4, B. METROPOLITAN WATER DISTRICT 714-593-7474 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR _ - T. I. - PQQ BOX 54153 EXT. 6461 THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE -- -` H - LOSANGELES, CA. 90054 HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SHEET 5 R : 70 SUBMITTING A BID. A14Y ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFI•_ALLY LISTED IN THE ESTIMATE OF C. SOUTHERN CALIFORNIA EDISON 714-947-8201 QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS R. 151 E FRANCIS STREET of woax. SO' - ON 0 TARIO, CA. 91761 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS Id01 14 13 1! 11 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. D G)a�NERAL TELEPHONE IO S 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE TILE DEVELOPER FROM IQ . 714-980-1526 FIELD RESPONSIBILITY FOR THE CORRECTION OF' ERROR AND OMISSION 30'-0" 20 '-O" 9600 HELLMAN AVENUE 714-865-6505 INSPECTION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED RANCHO CUCAMONGA, CA. 91730 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. R w E. SOUTHERN CALIFORNIA GAS 714-798-773 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, 1 CAL - TRANS 12 '-0 la'-O" Illi'-O" 2' PO BOX 3000 HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. REDLANDS, CA. 92373 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING 4, 2' 1O 7' IO 7' 10 7' 2 UTILITY COMPANIESA REQUIRED, ORKING-DAYS PRIOR TO F. SCOTT CABLE T.V. 714-987-7122 EXCAVATION. --------- ---- 9524 19TH STREET 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY SITE N.T.S. ALTA LOMA, CA. 91701 PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHI N TIIE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE _--_..-.. ----- - 2% 0.29' 0. 17' 0.29' IMPROVEMENT'S COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND 2 xi 2% 2% ROADWAI' IMPROVEMENTS ARE REMOVED AIJD REPLACED AT THE VEL ' (LE _ 9UNE 1 DIRECTION OF THE CITY ENGINEER. 7 � o , -----�-� ��. • .: o• o e � ` • SHEET INDEX .. Emm CaICTRrTlal 141= i zsim an or omurrrTr>:s 2 1 2 1 . TITLE TYPICAL SECTION JASPER STREET 2. HIGHLAND AVE . (CARNELIAN TO 7+ 30,32 ) ITEM avrr RPI'glJ21C5 LOOKING SOUTH 3• HIGHLAND AVE. ( 7+ 30. 32 TO JASPER) azlr 4. JASPER ST. ( HIGHLAND AVE. TO HUNTER DR.) SCALES MOR. 1"= a' 5. HUNTER DRIVE ( JASPER ST. TO 6 + 24. 17) 1 CCNSTttUCT 3" A.C. ON 4" A.B. 25,700 SF HUNTER i JASPER STS SO INSTALL $TR>E'T LIGHTS (5800 L-TIP^V) 13 FA T. I 16 5 VERT. i"_ 4' STRIPING INDEX . lA CONSTRUCT 4" A.C. ON 1" A.B. 33,180 SF HIGHLAND AVE (TO BE OD-OF2DINATFD WITH SCE THROUGH R , 70 6. HIGHLAND AVE. ( CARNELIAN TO JASPER ) 2 CONSTRUCT 8" P.C.C. CURB = 24" GVlTEIi 2,626 LF PER CIT`'- STD DWG 303 CITY TRAFFIC SIII'ICN L INSTALLED BY STORM DRAIN INDEX QROf ES,S/p�, 3 REMOVE EXISTITG Ac DITCH 4'444 SF DEVELOPER) R T. TITLE SHEET SO =0" 4 _REMOVE EXISTIFG BARRICADE I EA 51 INSTALL STREET LIGHTS (9500 L) 1 EA S. STORM DRAIN - JASPER ST. ' S REMOVE EXISTING, AC BERM 1,538 LF (TO BE OO-ORDINATID WITH SCE THROUGH 30'-O' 30'-O" WIT. & 6 CONSTRUCT WHEEI" CHAIR RAMP 6 EA PER CITY STD DWG 310 CITY TRAFFIC SECTION 6 INSTALim BY 12 -0188-084 CONSTRUCT 4' P.C.C. SIDEWALK 10,110 SI' PER CITY SIU DWG �� 311 ) IA'-0" IV-O" 12'-0 � Q � � � U 1 L -T � � �, 10/_C>/o s' • REEOCJITE EXISTING SIGN SOILS ENGINEER: OWNER: CIVIL Eery •• 2 EA 9 OUNSi*RUCT 8" AC BERM 170 LF PER CITY STD DWG 313 60 SOLID SINGLE YELV_W STRIPING 100 LF TYPE D MARKERS CITY I0 INSTALL TYPE "L' MA.RImt 4' 2' 10. 7 ' 10. 7' 10. 7' 2• 4' C. H. J. Incorporated Southland Development Corporation fj� '' • DESCRIPTION OF REVISION DATE APPROVED 5 EA PER CITY SIU DWG 403 61 SOLID DOUBLE YELLOW STRIPING 315 LF TYPE D MARKERS P. O. BOX 231 .-. n 4� ��n CITY OF RANCHO CUCAMONGA 11 REMOVE ETICHAI YPTUS TRIES 1 1355 E. Cooley Dr.7 >a 62 BFmKE2J SINGLE CENTERLINE YEILGSti STRIPING Eos LF TYPE D MARKERS 0.29' 0. 17' , 1 Colton, Ca. 9'1324 -E}]e"It�3h'E�rcll�r-E8 "e--rr�ir�'�- w ' 12 RF7�lE EXISTING STREET SIGN 3 FA 63 LIMIT LINE 3 EA 2% 0.29 2%-,, 3 8 D 7 S l E R R q N/c, !-/'YY A )' *725 , STI: 7-10 13 REMOVE EXISTING wQODPC�ST s EA 6a STOP SIGN 3 F,., 2 x "" L E V'E L LINE j �-2�• o, c T o n1 e q 9 3 S f o 14 SAW CUT EXITINGAC TRACT N0. 12820 1,488 IF 65 STREET NAME SIGN CN LIGHT' PCBE 2 EA ' ° 7 • ° a o n . 15 AC OVERLAY, (VARIABLE R A0'MIN) 1' 18,248 SF COIR PIAS AT JOIN 66 INSTALL GUIDE MARKERS WITH ARROW 1 EA PER CITY SID DPG 403 �=~ 7 PRIVATE ENGINEERS NOTICE TO CONTRACTORS 16 CONSTRUCT DRIVEN7IY App}�A(--H 16 EA PEP CITY STD DF7G 305 67 INSTALL STREET NA.•E SIGN 1 >� p� CITY STD �G 402 2 1 2 STREET IMPROVEMENT PLANS 17 CONSTRUCT CFCSS GUTTT72 AMSPANDAL 120 SF 17A REMOVE (E) STAMPED CONCRETE 70 SF 18 CCNSTRIKT SPILLWAYj, I EA PER DETAIL SHEET 4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 19 REMOVE T: REPLACE e• CUM c GUTTER '' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 266 LF PER CITY STD DWG 303 0 STREET TREES 41 EA TYPICAL SECTION HUNTER DRIVE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPROVED BY- DATE' � 20 CONSTRUCT BARRICADE 1 EA PER CITY STD 404 L 405 (CRAPE MYRTLE) HuNTm DR LOOKING EAST APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 2297 21 PROVIDE CURB RETURN FOR SpILU.IAY , THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER CITY ENGINEER RC.E NO. 2 � sCAL[3 NOR . I•= b' VERT. 1'=4' HARMLESS FROM ANY AND ALL LIABILITY , REAL OR ALLEGED , IN CONNECTION WITH DESIGN C• T. K.--tf4C . ECOMMENDED STREET TREES 39 EA T.I. s 5 THE PERFORMANCES OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING �*"c j1 */ 30 AaTvsr EXISTING MAza,olE TQ c� 1 � M.P.R. CIVIL ENGINEERS (EUCALYPTUS) HZGHLAND AVE FROM THE . SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 667 BREA CANNON RD. R : TO DRAWN SUITE 29 SHEET O.C.D. WALNUT CA. 91789 40 ADJUST EXIsrIFG VALVES TL7 GRADE 3 ;,, (714)696.903'3 I OF 9 � stRE�.T' T1�E.s 3 � CHECKED �D, x3669 DRAWING N0. 41 ADJUST EXISTING BLOWOFF TO GRADE 1 EJ1 � � •7�'� �11c. E. NO /(LIQUID AMBER) JASPER sT C•T K. CARL - IN J tEr4Ts T_'sI 9- 31042 - ABA.DCt WATER ME'TFS 2 ATE _„��s 4 NO 11LL- PROJECT SHEET NO. 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F"� Z �f/O�37041lN �+� ► _ 1 t e i , i i 3 , nWN N�O C.)Z n V i 0 _ 0 y � � � � N `�1 � ` .+- .,�_...:... � ..,.. ... .. ... ._ a........i,- .-.-a i.-..,..A-. • .. ..-.��.-.-- a+:' .t�....,.a-. .... . ,.....,.i. ...>...�... ,r.»---.- y.. fl { `v v� it 2 p ® BENCHMARK `+v ►�. v ti DRIVENAlL NORTH END OF N.E. o t (ha .� e \ �1 < ACU�LY1'OP CURB RETURN � 1 * INTERSECTION OF ORANGE ST. a 4IASPER ST. 1635 `' a s '� "' o � _ �' 1635 ELEV. = Iss4 A I' f -�' 2/2-11. % o h `� �: '� p `` O h `� h N til 0 o '`z h b h °o V k�o n, ^ 0 N N 14 N ti �, NI, 7 h V h �� ♦ `,`��` p0 M �1 ch N N(\�} 1 WY41630v % % 7s' • � L= 31/.33 P.!=.�55• G,_ /% C2- 4.46''0 � � �, b REMO✓� EXfSi Ct/lZP.r PROP09EO F/•f//..5'f/E"O 1635 rtroso All, osi ,2 y _ — — _ 1635 �;h� b p I E,rrsrivC f/cISA�E Z? --- � Da � � h"2h� � "• � � �► ti � N� til � � O V Oh � \ 1630 ` 630 ti _ 50'v.G. 50'VG. /OD'YG'. �'? <s It 28' 1 I'I.= 34.54 j R. I=36 46' toy. M Nj a In j q1 cYy a0 N1 T./.t/,G� PrPOPD,SED SLY Q R� )WAl eAp O-of'y Z14 L14 L14 L 14 0 16350. o a I o goo ' vc PI=38.40 ` 1635 \ � po o � � ki Xi ls� h o Z Z 1i4 c 4 � '� o .� �!m `� ,N 1630 L=4p 3o.* L �2 5Z Pl 96 78 cq rn L/4 11-14 1 L/4 I LI4 n to t\ O 00 .01,=V 72. i PROFILE SCALE HORIZ. 1" = 40' VERT. 1"= 4' 15 14 13 12 II 10 9 8 7 CONSTRUCTION NOTES 013 CONSTRUCT 4" A.C. OVER 4" A.B. O CONSTRUCT 8" CURB 6 GUTTER (PER CITY STD DWG 303) O REMOVE EXISTING. A.C. DITCH 4O JASPER STREET METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA ( FEE ) PER R/S 39/2-6,0.R. 7407/322 ,O.R.8156/244 REMOVE EXISTING TRAFFIC BARRICADE SO REMOVE EXISTING A.C. BERM SEE' STG1?i!'�GbD.4/�i�L.4�f/ - SAN BERNARDINO COUNTY 80' ROAD EASEMENT PER O.R. 9086/608 SEE SHT. N0. 4 0 CONSTRUCT WHEELCHAIR RAMP (PER CITY STD DWG 310) FO.Q CAT�yfIS/,c/ 7O CONSTRUCT SIDEWALK (PER CITY STD DWG 311) SeAIV04. 0'1i! /3��54.5$•�1/Crs/L/4it/O q!/E. 1 �� .ST�4• �O�'S5.6'S�!/Cf/L.Q/VD .4YE. .ST,4.7�66.B3 .S�/Cis'L,4if/O ST. 9O CONSTRUCT 8" A.C. BERM (PER CITY STD DWG 313) lt�\ 1 L 5'r-4. O�OD.OOh'OLLY0,4KAliE.� (�SrA. ADD.OD AtiIBE.Q�000 D.P ) O ILS I �`� ' I HOLLY OAK AVE. AMBERWOOD DRIVE , D INSTALL TYPE "L" MARKERS (PER CITY STD DWG 403) V F n Q � , 22 23 2/1 ' � REMOVE EXISTING WOOD POST � 21. /.�►�5�S.5 y/�'A'L,4.v0 AliE. _ ( `t c` I 4 SAWCUT EXISTING A.C. STA V(� sTA./O ✓ASPE.4 sr. 5 CONSTRUCT VARIABLE A.C. OVERLAY (0.10 MIN) �DO.OD tv n � � �� I � ( I � I COLD PLANE @ JOIN NM REMOVE & REPLACE 8" CURB S GUTTER (PER CITY STD DLG 303) vs C.B- s Ila !j 2 I II 0'i I SEWER N T EX/ST. .Nl�'O. .�l�S! aLIIGED G rim \ 3 �1 ? !9 I II �i I Q �0 ADJUST EXISTING MANHOLE TO GRADE i � 7 - 19 q .� -B`f-- .. -- - — - - -- - - - - -- - -- -- - -- NATER - -- - J -- -- T 3 s x-:._—- -- - _ As Q�EX/ST. /209, 0/PE - — — T 0 40 ADJUST EXISTING VALVES TO GRADE ---3�G -- � - - - _ � ------ —--- �— - - -- - -_'.. - — . _ - _ _- --- — ---- m 42 ABANDON WATER METERS • X13 �; � -t ------ -- - --- - - -— -- - - - --. i3 13 - )4 - �� - 10 �89�y-'�2�' -9 /L w Z STREETS _7- INSTALL STREET LIGHT (5800L-H.P.S.V.) UIMEN SC i� - -- SOUTHERN CALIFORNIA EDISON ,PAID AND COORDINATED 1 - /q �a.�?7 5 5 a s c- 7 /A 2 /,� _ b S �2 z _ - -- 8�w – — `r M LO N BY DEVELOPER L3 O SIGNAGE M II") -- -- - --- - -- -- --- -- ZQ°I(/ ------ -- --- ---- - ----- -- ---- —2�'/l� ---- - -- -- - - ,LL^J 55 INSTALL STREET NAME SIGN ON LIGHT POLE 6844' L6- 7-�? OD' 73.OD' 73.DO' 73.00' p 7.�•DC 7300 ' v, 71 REMOVE AND RELOCATE EXISTING "NO PARKING" SIGN O Z. 3 135 11p - i � ti 0 y /41t//.54 v m � �� IL %30 � 2 a 3 4 5 6 7 8 A s E> v I L_ -1" V h DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA I M PLAN AND PROFILE HIGHLAND AVENUE CURVE DATA JASPER STREET N NO. a R L T ROFEss/0,4 HIGHLAND AVENUE SEE SHEET 4 �65 2O 890 45' 38" 27.00' 42.30' 26.89' 9��y FROM TRACT BOUNDARY (STA . 7f 3032 ) L E G E N D O 900 14' 22• 27.00' 42 .52' 27.11' LT.WTIM i TO JASPER STREET MAREMOVE S RECONSTRUCT 0 900 14' 22" 20.0031 . 50' 20.08' K� TRACT NO. 12820 6 89 45 38 20.00' 31 .33' 19.92 £�P 3 - 31- 13 APPROVED BY' - DATE: A.C. OVERLAY CIVIL EI1mal CITY ENGINEER RC.F NO. 22397 SCALE : 1"= 40' AN CONSTRUCTION q ' OF `,�p�� DESIGN C.T. K . INC . E4vCt��,NDED�jt M.P.R . CIVIL ENGINEERS V I� 3/ 667 BREA CANYON RD v,�_ DRAWN SUITE 29 SHEET M.P.R./O.C.Q WALNUT,CA. 91789 (714)598-9035 3 of 9 CHECKED 13669 DRAWING N0. R.C.E. so / � C.T.K. BAAT L T. ?"INS J FILPE NO .4 31i 93 7 TF7 E Ap PROJECT SHEET N0. .3 OF f / IL O 04 • <_ � O C9 Z w. ' Li Cr _•,q--. ..,..t. �,. ..._..r... ...,....:_ .._.>.....,_. ._..e . 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' � g j i.. W — --G — —— o g w 047 � /�G -• �" ocl z&� n t .._<.-:- r..._.:.L,-..r.. .., �.,....•4._.. a-+'<.,.....' ..-•.r_ •....._ .,s_.a...,.....,.y ..=.<.E._r..„-w ...� .. .+.,_.>..j,.�,..j_..._ _-. c.:.i w_.:.i:.r...ar.:.- .wi--'...r}•r.. _ , -• .• — ~�ACV In ODz - t• �,.. �- •. E b h 3 I i ♦r U)` f V a-r-. i 14 ....K... o.....,<n+ .--..-.....-. .,_.<.......< q _.•..}: .-...-:.- ..-�... , ... rq_• rt ,. .. ...,:.�._., 1---.. .:..F. _ _... ,q «- .e..: .-... rn 1--...• - ' _._r,-_. _,o.r ._..., ,s v-•..._.•..t a:�- <....-.,.e,< a-.-,., .....•.._ r...._... r...:,..,_.<.. .. ... „y..<.. � _- .-_ - ., .. _ ,..._r . rr - .... ,- ._.. -« BENCHMARK oc. L14 L/4 Z/¢ 1/4 V DRIVENAIL @ NORTH END OF N.E . ap V u P,I.= 23-17.17 CURB RETURN 1NTERSEC"1'tON 0 �7Z/ OF ORANGE ST. a JASPER ST. 1630 v v h \ p Q1 `^ l4 L/4 44 �4 Q ELEV.= 1664. 01 lu p �' N D� � ►�� h � h � �b P $� VO TOr�oFCU.PB e� \ N p N S ,EXIST 6RD @ // R W @ O.PTi,' if'/►'+� \ n � o � NO O y. 1625 b v� ° _ o ^ �. N ° ° s 1625 -50 I/CP.I. 28.20' w.ys' h ti ~=M\ N 6X L/4 /4 t/4 +� h h � 0 0 b r s 163 0 ti I g h o ' o M p h ' o p �, Ex.�r.<5.�4�-�' �/a y4 Llq,�/4 1620 g �• g •� h � .,n M ' h � p o N � h U Q 5//iP�A CE � l� nl � N gtynj � NQt,� Li ti 1625 _ �,�'� � ��_— � . _ m o0' � � 1625 - .. _ . . .. D � �28 37 . –1� o ,o I. � Q /.DO/ V N o � � L/4 L/4 �/4 �L14 x � �. � N p p goo y � p c p � � Wil.= 23. --__ 1630 �� o o � o° � 0 h o� �'14 414114 1/4 � 1620 M � tiMN Oni � N \ N h� Opp pp �V W o.c. Q v� p. N O 1� , V /�iPt7i�'!?3E� TOrOFCUPB �l 0 N cv Ql O Q V � N � � 0� N� a` ter,•• �'Y TAW t1 V � t V i 0 v 2 #. N 1625 \ ,_,� _ '� . :.�_..-- -- —_____ � tiN N�. �^ S 1625 o �N VN IN or ao N 1620 H N PROFILE SCALE HORIZ. 1" = 40' 0 VERT. 1" = 4 0 I 2 3 4 5 6 7 -CONSTRUCTION NOTES Ol CONSTRUCT 3" A.C. ON 4" A.B. 2O CONSTRUCT 8" PCC CURB & 24" GUTTER (PER CITY STD DWG 303) OCONSTRUCT 4" PCC SIDEWALK (PER CITY STD DWG 311) JASPER STREET SEE SHEET 4 L � @CONSTRUCT DRIVEWAY APPROACH (PER CITY STD DWG 305) X = 3' 1 11 5 Ilk 50 D s Or\ v 8 �' C6 Is Is MO Is Is O O M o8p 7 N 2 3 °p 5 p � M h J�`'' o� IN '� �► N . 1` iN INSTALL STREET LIGHTS (5800 L-HPSV)LUMEN BY SOUTHERN CALIFORNIA `Q I p n EDISON, PAID AND COORDINATED BY DEVELOPER . 0ll00-00 /&/IV fll �,,I� �� 0 i �! h vc1 � 552O' INSTALL STREET TREES RAPE MRYT CONSTRUCTION �� I � i�' � �• N �' '1- \ � 01 �I N M / 73./'S f_-_ -------- _ 4 --- -- � Q I L ST ( C _ LE ) SEE CON UC ION (e �D . DO ✓�ISPE.Q STiPEET� �� ; 1 N N 73/3, Tj/gyp _____ .-- - -. . • NOTE FOR STREET TREES SHEET N0. I OF 8 69.021 7.-7 00 43.42 7272 ,------- ° o --- --- ---- _ _R . - ° _ - Z 8 C E N 0 OF ! . � ° ° 0 2�•O9rc PROPOSED IMPROVEMENTS - ------ ------------- ° . U ° ° -- �— ---_-- sS.SND � ,Gr�/Yc Z�p�t. g �� p �E SHEET . 2 � ° ° — � 2 - --- ----- -- -- - _ - ------ 4 ,vBS°52'C9E------ 64 5� - ------ (o Zo g,¢� � TRACT N0. 13727 - I 2(o.8�f T.0 hl 26./3 TC. PS.60T.C. 7 —_- ----- / 2/09TC 2 7FL. _---- PGG 1 8 Y.CP. ss z546FG X13 F.L. 1''G N. 3 O ---�---- I 2 160• - .� 2 _ .tiB9 36 25 E — j M.N. +30 / 26. /.3 rc. ZQe5 F�. - OD Cxl ,SCALE: QO � T1 U v J i — 7✓F.Old I O 0 V - O I Bo . 5 75 op \ �. �i .i 1f1 N �07C4 vl \ a0 N 8 w -� 0 r N • 1 v 1 ,�;� GU•4!/E DATA 9 {p V A 5 5 U I L- `l' ��' /� /0 I91 4� N I N h \ 11 \ i- Q NIN V N (yl' 12 '� DESCRIPTION OF REVISION DATE CITY /UO 15 1 q 13 6iJ V11 I APPROVED. 0 3°d3'36 - 4.85.00' 3i 55' /5: 78' 16 Is Is � N is Is Is, Is is CITY OF RANCHO � CUC��MONGA O /°S3'22� 48SOD' /5.99' BOO' PL N PROR 3 A N AND LE U 1 a HUNTER DRIVE ® ?a a6.140 y 46'7.00' 17.211 6.60 ' 7-44' � FROM JASPER STREET TO TRACT BOUNDARY /s /9' HUNTER DRIVE QRofs/oN ( STA. 6 + 24. 17 �o '�� TRAC NO. 12820 107 3°¢3'36" 503.00 92.72' /6'.36'' tQ �y c T. APPROVED BY: DATE. 1 � 6-j- CITY ENGINEER RCE. N0. 2239 NA. 166! DESIGN C. T. K. INC. RECOMMENDED fwP s -31-43 M.P R CIVIL ENGINEERS D. 4ue 667 BREA CANYON RD. OGp \f' DRAWN SUITE 29 SHEET �a WALNUT , CA. 91789 0.C.D. (714)598-9035 5 of –�- _ CHECKED rJ'- 13669 DRAWING NO. C.T.K• CARL T. O -S R. R.C.E. Expires 0 431 93 E FILE NO PROJECT SHEET NO. OF 22• BENCHMARK DRtVENAIL NORTH END OF M.E. CURS x. RETURN Q I TERSECTION OF ORANGE ST. 8 JASPER 5T. 0 Y F At C-- In I I "' _Z1, ELEV.s IaQ4.OI ' MILL 11for RD. G. - A GENERAL NOTES ` COPrITY 1. ALL WORK SI!ALL BE DONE W W .j OF SAN R _ 0 C IN ACCORDAN..E )TH r}IESE PLANCALIFOnMIA s, rnE W CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WOR,:S CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE a Ile RESPONSIBLE FOR .ADHERENCE TO THESE STANDARDS AND 7 SPECIFICATIONS. N I oil 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR RANYA1rAVE POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN w OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR • J IN ADJACENT AREAS WHERE IMPROVEMENT WORK. IS TO BE DONE SHALL _ } BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO L r NO * 15727 COST TO TE CITY OF RANCHO CUCAMONGA. L ORAN Sr. TPIAC- T 3. ANY CONTRACTOR PERFORMING WORK ON THIS rkOjtcT SHALL w FAMILIARIZE HIMSHELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING HIQ H N D A SITE '" DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT G Pt €rE-- s, N T SUCH FACILITIES ARE SHOWN ON THESE PLANS. ' ' I ' ILI r . A S 4. A PERMIT SHALL BF. OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 19 st - 7 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. NOTE: / 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING ST;�.KES SHALL BE SET AT ALL :TINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND C I N I T Y M A P IMPROVEmr NTS ::RvP05ED BY TRACT 12020 STREET IMPROVEMENT AT NO MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES DRAWINGS I Tiik.,UGIIT 9 ARE REQUIRED TO BE C014STRUCTI CONCURRENT WITH THIS PROJECT. MAY BE BE REQUIRED D2' CITY ENGINEER AS NEEDED AT WARPED OR NOTE : AL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY AT LEAST 2 DAY 1a1ii0R TO ANY EXCAVATION NEAR THE LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO ' M.W.D. 120" PIPELINE , CONTRACTOR SHALL CALL.... PAVING. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL MR. _ T KNOOP OF M.W.D. AT ( 213) 250 -6432 7. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO T11E PLACEMENT OF BASE MATERIALS AND/OR SURFACING. , B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR A B E WC3O D C'T DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND R � TOPAZ G � N AR4 AV EMJiE . GRADATION OF ASPHALT PAVING. PRIOR 1'0 INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 1114 46 44 II I) 57 so i I I 49 I I W BErSUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR ' L•RMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND ;1�IVALENT OF AGGREGATE BASE. �---- • ' I I ----I-- - - )' �� - - - -1- - - - I � -- -- !�� -� �-�� •�-__� `_�� • - -•�•�� ``��- / 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR G H _ A N_ D AVE. _ _ � TO FINAL PLAN APPROVAL) . 11. W1fEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY .REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 1 Z ALI, VOIDS C.". 0... ....SSIONS SII.ILL L`_' FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. H s Q 1 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS ' M 1: STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND Q P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S F RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. �If W 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE _ HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE � N T ER SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS �.. See $ Ej ' II WHICH IS NOT SPECIF?_ALLY LISTED ?'r: THE ESTIMATE OF Q QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS 10 CONSTRUCTION NOTES FOR. STREET TREES OF WORK. S I L 1. ALL STREET TREES ARE 1'0 III. PLACED IN ACCORDANCE WITHCITY 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS s STANDARD 601. 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. s 4 ' 2. ALL STREET TREES SHALL BF, STAKED ACID PLANTED ACCORDING TO 15. CITY APPROVAL OF PLANS DOCS NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION STORM DRAIN CITY ST'AIIDARD 605A DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED R w See Sheet 5 FL 3. SOIL FF:FTILIZING AND CORD?TIONING SHALL RE IN ACCORDANCE WITH PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY SECTION 212.1.2 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER FOR APPROVAL. GAL 'TR Apg 6 0 =O• CONSTRUCTION. TYPE. I ORGANIC SOIL AMENDMENTS SHALL BE USED W11H THE RATIO OF 1 PART' ORGANIC AMENDMENTS TO 3 PARTS NATIVE 16. LARK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, SOIL. ALL AMENDMENTS ARI: TO BE THOROUGHLY MIXED PRIOR TO ! HALL FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE - so'-on 3 0'-Olt BACKFILLING. TALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 1 4. FERTILIZATION OF ALI, STREET TREES SHALL BE PER THE 17. CONTACT UNDERGROUND ALERT 1-600-422-4133 AND THE FOLLOWING 12'-0" 18'-0" Ia'-O" 121-0" RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE UTILITY COMPANIES AS EQUIRED, __WORKING_DAYS PRIOR TO CITY INSPECTOR. EXCAVATION. 5. NO STREET TREE SHALL DE PLANTED WHERE THE CENTER OF TRUNK 10. THE FIN4I, OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY IS CLOSER THAN THREE FRET (3' ) TO THE FACE OF CURB',— PAVEMENT SENOT BE PLACED UNTIL ALL UTILITY LATERALS ,,/ 4' OTHERWISE NOTED. 14IT}1IN THEEROADWAY HAVE BEEN INSTALLED, ALL ONSITE 4' 2' 10. 7 ' IO. 7' IO. 7' L IMPROVEHENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE PLAN6. ALL STREET TREES ARE SUB,IF.CT TO INSPECTION AND ACCEPTANCE BY D!!tECTION OI' THE CITY ENGINEER. THE CITY ENGINEER. N.T.s. 0.29' 0. 17' 0. IF 2 y. 2 LEVEL LINE +2y • G •• D r• 7 7 ' 2 SHEET INDEX 2 I. TITLE 2. HUNTER DRIVE, 10PAZ AVE, TYPICAL SECTION 3. NAPA CUL - DE -SAC HUNTER DR- TOPAZ ST. - NAPA 'ST. 4. STORM DRAIN TITLE SHEET t ERYM a1VTRf rTIQq IUM i EgPIF+tATES OF QU?M'ITIFS SCALES H O R . fez 10' �. 41 5. STORM DRAIN PLAN VERT. 41 � .bfE ►(►,�4! rrEM DESCR • ON Q37r UPI! Ialvmc T. I. = 5 It = TOiT. t , 1 CONSTRUCT 3" A.C. (3N 4" A.B. 19365 SF HUNTER DR, TOPEZ ST, 11. 1 316 � NAPA ST trp 1-a1-93 2 CONSTRUCT 8" PCC CURB .& 24" G[71TER 1001 LF PER CITY STD DWG 303 6 CONSTRUCT WHEEL CHAIR RAMP 5 EA PER CITY STD DWG 310 EW 7 CONSTRUCT 4" PCC SIDEWALK 5144 SF PER CITY STD DWG 311 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 16 CONSTRUCT DRIVEWAY APPROACH 12 EA PER CITY STD DWG 305 17 CONSTRUCT CROSS GUTTER AND SPANDREL 1408 S.F. PER CITY STD DWG 308 A. CUCAMONGA COUNTY WATER DISTRICT 714-987-2591 - CITY 23 CONSTRUCT LOCAL DEPRESSION 3 EA PER CITY STD DWG 518 CASE C 9641 SAN BERNARDINO ROAD SOILS ENGINEER: OWNER: DESCRIPTION OF REVISION DATE APPROVED 24 CONSTRUCT UNDERSIDEWALK DRAIN 1 EA RANCHO CUCAMONGA, CA. 91730 p C. H. J. Incorporated Southland Development Corp oration B. METROPOLITAN WATER DISTRICT 714-593-7474 P. O. Box 231 � � O V S I E RQA H 4 W-' �1�I��3 L.>,ssA!I Q`. CITY OF RANCHO CUCAMONGA PO BOX 54153 EXT. 6461 1355 E. Cooley Dr. 5T E. 210 ___ LOS ANGELES, CA. 90054 Colton, Ca. 92324 A G T o " , Co. 93S►o _ _ 1 TREES STREET37 EA (CRAPE MRYTLE) C. SOUTHERN CALIFORNIA EDISON 714-947-8201 TRACT N 0. 13727 1351 E FRANCIS STREET PRIVATE ENGINEERS NOTICE TO CONTRACTORS 50 INSTALL STREET LIGHTS ( 5800 L-"PSV ) 4 EA. ONTARIO, CA. 91761 STREET IMPROVEMENT PLANS TO BE INSTALLED BY SCE,, PAID FOR S COORDINATED THRU CITY TRAFFIC SECTION BY DEVELOPER D. GENERAL TELEPHONE 714-980-1526 FIELD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 9000 HELLMAN AVENUE 714-865-6505 INSPECTION � INSTALL STREET NAME SIGN PER CITY I fi4 PER CITY STD. DWG. 401E 402 RANCHO CUCAMONGA, CA. 91730 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , STD. DWG. 402 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT APPROVED BY: 1 ATE: 3 E: " SOUTHERN CALIFORNIA GAS 714-798-773 THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER CITY ENGINEER RGE NO. 2230 PO BOX S, C HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED , IN CONNECTION WITH DESIGN REDLANDS, CA. 92373 C.T.K . I�1C. RECOMMENDED THE PERFORMANCES OF WORK ON THIS PROJECT, E <CEPTING FOR LIABILITY ARISING M.P.R. CIVIL ENGINEERS p. C,Ve fL F. SCOTT CABLE T.V. 714-987-7122 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 667 BREA CANYON RD. ixA I� 9524 19TH STREET DRAWN SMITE 29 SHEET ALTA LOMA, CA. 91701 O.C. D. WALNUT CA. 91789 (714) 598-9035 OF 5 CHECKED 13669 DRAWING NO _/ ERE.C.E. NO /3� / C T.K . DATE T. K F38 �- FIFE NO 343= / PROJECT SHEET OF �� ti L= 42.41 ce A/4 4/4 G/4 A/4 w E H M m O ° BENC MARK ° DRIVENAIL 0 NORTH END OF N.E. N (y? INTERSECTION RET Rs► N N N ti0 5� 4 F CURB U OF ORANGE Q JASPER STREETS ELEV. _ 1664.011 ton.Gr ct U - t3.59 L= 38.87 ' w N to � + °,° Mf HIGHLAND A/4 014 A/4 6/4 "W 43.41 5 1.38' V.C. cv AVENUE M M P.I.- 19.47 > a /4~ /4 I N o .. ;<. d � p PL L/4 /4 L NN N w O _ -- /P.I. = 26.37 M O N I / 40 V.C. W ca L/4 L/4 L/4 L/4 V OM +� N Exist Ground m ~ 1 ell � +-M 4_ - 1.00 % �' ti `n -�� vi �i North Curb / enc o p0 0S I i o a+ d ry ' ° + ci = - ci r I / z Xm I �. 1.00 ° 1' �� i~`' ►� o _` /j ` w t- cn F 1.49 /o Gr. North West z m 64.79 U.C. ON t l ` 1'5.96' Z� V P.I. = 20.81 m M 14, N co > Curb Itz� C3 UOQ m Lo N �- \6� i cU 0 - w W cr m If) Ui m� L/4 L/4 L/4 0 L/4 rn 6' a _N / 46 N N m QQ . 51.38 V.C. " N I _.M �,� (13 m �- 6 M O j P.I. = 19.30 j � � co N N +� / 0 4m 1i 4- 14, � N Ln m LLi " Ics a a+_ LL + L/4 L/4 L/4 L/4 Q' N O N M M M I / PI.=25:74 U_ + L/4 L/4 L/4 L/4 M M)a + � �' / 60'V.C. = 42.41 m w Exist.Ground It co M N +c,; m ! 0-2/9 --- _ -- _' _ _ f Streets � m N ao tL I / > j ci e� A/4n A/4 A/4 A/4 -�- m 10 co m m +� R - � ti ti O °i // / OU w CO w pHA' U N d~ O� �t -_ m - °' m of + 1 / �r m �, " 4 m 1.00% ti �� r ►- 1.49% �'� N �. 1 �� N . 1 _ / 50 V.C. ��' t I I _V P. .=21.99 a\O° 1 Ton.Gr. �. Hunter Topaz 118 52' m L/4 L/4 L/4 _ L/4 I + 18.32' - Sts. N 1 U m N O! N �I 1 O (► � N U w tD - er et .. 8 51.38 V.C. W a " N _.0 F F / en j Pl.= 19.47 v �L/4 L/4 L/4 L/4 cj o M ti m > O w ��- 1 a P.I.= 25.66 N " O O L/4 L/4 L/4 L/4 w p N I Ki 40.67'V.C. 4- V V, N Z N N o m + ci er Z7S 1.0 � otOi o`O> QQ ►� \.A90)6 / � Exist Ground - ---- - - - South Curb / South East ,o' �- Curb 30.4 / 1618 , s T e - s io HIGHLAND_ AVENUE A 14+706.58 TOPAZ ST. 8.05 HIGHLAND AVE. HORIZ. I u= 20' � - --- - - SCALE VERT. I u= 2' co N.890 36'2 5 E. 252.27 25.08 Fs. SEE SHEET NO. 2 OF 9, TRACT NO.12820 '2 1 FOR HIGHLAND AVE. IMPROVEMENTS �� NSTRUCTICN Ia7TES iv TC.26.30 �J �R. TC.24.50 { c" FL.25.63 17 ti cam'' e, FL.23.83 v Ol CONSTRUCT 3" A.C. ON 4" A.B. 6 6 l`''` 2 ' CONSTRUCT 8" PCC CURB & 24" GUTTER (PER CITY STD DWG 303) -� 2 A ( 01 Q' O6 CONSTRUCT WHEEL, CHAIR RAMP (PER CITY STD DWG 310) 75.00 132.27 7O CONSTRUCT' 4" PCC SIDEWALK (PER CITY STD DWG 311) 16 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD DWG 305) X= 3' 9+57.58 TG 26.17 I8' •18' " TC.25.45 9+57.58 B.C.R. L.25.50 - 12 9+50--�5 rn 12 4.25' - FL 24.78 B.C.R. 17 CONSTRUCT CROSS GUTTER AND SPANDREL (PER CITY STD DWG 308) a I °9 TC.25.44 9t4733 FL.24.77 E.C. 7 I (IQ 0. 8 N 8 23 CONSTRUCT LOCAL DEPRESSION (PER CITY STD DWG 518 CASE C) nor i 2 -� 2 co 4 - TC.24.01 B.C. I I FL 23.34 50 INSTALL STREET LIGHTS ( 5800 L-HPSV) BY SOUTHERN 2 CALIFORNIA EDISON, PAID Ia COORDINATED BY DEVELOPER a 7 16 16 I 3 0 8 p�ivtw'oY (R M o, j6 °3p�� E. 52 INSTALL STREET .NAME SIGN PER CITY STD.DWG. 402 4 F� 23.13 2 6 a I N Q TC.23.27 EC. Q INSTALL STREET TREES (CRAPE MRYTLE ) SEE CONSTRUCTION >- 23 /� .v ' I oICE _ FL.22.60 NOTES FOR STREET TREES SHEET NO. I 1 9 t 03.92 o Es r„ Gosp'c�f N °}° E.C.R. 5 ZZ92 N _ o w I9+ooaF �r 16 NOTE ! SEE SHEET 6 OF 9 , TRACT NO.12820 FOR STREET Zoo. \� �� - STRIPING AND SIGNING ON HIGHLAND AVENUE 6 �p _ �� X TC.20.`a0 w . 'L m 1 I °'_ ^ %%D i 7 FL.10- �'.'' , D I 4 STREET ENTERING . 20.9013 /L CURVE DATA n / F-- 7 52 1)I'LrA PAD US 1 1, NGTI I rAiaccr•1 Y 63.61 N o ► ° i �.�3 : .' .. . s�3ogs, ,� -- -- -.---------------- --- -- DESCRIPTION OF REVISION DATE CITY OSI �! It . ___ =_4 ZZ _ s i6 OFR -- -- - - -- - - - . 42.41 - - 27 "� o A 90° oo' oo" 27.00 APPROVED. Q ��(� ,� �� 6 Ci h `P 16 B. 17° 051 11' -102.00 30.42 - 15.32 V�- _- S 02CITY OF RANCHO CUCAMONGA • I, `A� 238.465B.00 - - - II F� � ZO±b �\\ • � \ C 11G° 40' 02" lla 10 + ifs / �� ° . `' D 82° 29' 41° 27 00 _ 38.67 23.68 -- PLAN AND PROFILE --- -- F C , 1t 0 0' � -- _-- _-- rsq e I H �'2p�Q,B N82°06 06 E bb,�5 + tt Ooh ah�� D E a2° 29' 41" 45.00 69.79 39.46 HUNTER DRIVE TOPAZ ST. _ _ �� It 6"w � B 7 ti° �. 1 QCT X2g/ 6�0 �h NT �8 � ,� F \ �,• \� \ X\\500 F 82° 29' 41" 57.00 82.07 49.98 PROPOSED IMPROVEMENTS L-15.96 $ - ------ - - - --- - - FROM TR HIGHLAND 24. 17 N0. 12820 �i1 STA. 6+ o TRACT N0. 12820 _ - 2 • �� . �' _ - \\ \� F 1° s3' 06" 48s oo is 96 7.98 . � \ � oH,�� AVENUE o • -_ _ o o - �� ess 50 �� _ -- - - ---- TO AVE N --- -- 1° 40 03" 467.00 13.59 6.80 e TRACT NO. 13727 EE SHEET 5 9 G �� s"w I 9�'� \ �6' ' z° os' lz° 503.00 1a.3z - 9 16 -- - S OF L=26.841 \�\ \ a� --- - - - - - - APPROVED BY. 1 GATE 3 a T. 0 5.69 0.00 =13 61' bio• \a �\ E - 2� 7 s --------------- --- --- - --- - --- CITY ENGINEER RICE. NO. L �"`� • K � 22397 - 1 0 75.6o, -�` o M�a --- ---- - - --- --- -- --- -- ---- - - - - I i A ¢` ^D !1 �� •� r-9386 DESIGN C.T.K. INC. RECOMMENDED �'0�Gus H n \\ N 1 0 \ \ - --- - -------- -- -- - - ----- - - - - - -- CIVIL ENGINEERS P. i �► _ - -- tv _ - t9. p �, Q 1 i�1 .- _ 1 %,� 667 BREA CANYON RD SUITE 29 54.90 � rn �. ` �. opo `` ---- -- -- -- - - - - - --- - DRAWN WALNUT , CALIFORNIA - 91789 SHEET 4p N��N 235 CA 1 % - D.A. (714) 598-9035 2 OF `5 L� o � _ . - c \ 36 1� 16 16 CHECKED -_ R.C.E. NO. 3-31- DRAWING N0. � 16 -f1L 16 _ --b - CARL T. KOBBiNS / / (Expires) 3-31-93 C.T.K. DATE �� FILE NO 411 PROJECT SHEET �� OF ��- � L=42.41 � _Vtj v Y t m cD Tots or 1 Uj 57.52 1.59%lbn.Gr. CQ 20Ic ' BENCH MARK 1 IUio DI to to DRIVENAIL o NORTH END OF N.E. 1 ' o°r° �I N CURB RETURN o INTERSECTION N o d OF ORANGE 1a JASPER STREETS - g "'V N 4 � A/4 -814 ELEV. = 1664.01 N cj N + ~ / 50 V.C. `3 ~ � L4 � LA L/4� 4 0 > L/4 P.I:20.6( P . 12.43.I 010 m w � I,•, 35.32 V.C. i h HIGHLAND °° AVENUE L/ / / L/4U L 4 L4 4i Exist Ground 28 m Nest C/ 00 +to LL N M1 01! N ni 3.10%Tan Gr N �� / 1613 - 6 ' I o O «� w� WEST � �- 8 � � 8 M W _ 1 1 �� in C6 S p �0) LO 0 Gr, on. O- N - 4- } - CURB 0.79%T / p� �� I - �o� - t2 L/6 L/G-- ``L/6 L/6 L/66� + 3 _20.01 16 11r.._ 60 V.C. 40o Exist.Ground(lIr ,� / p0� 1-590 T Q /`� 09 1 0 . I �n.t3r Ca I Gr. w , ZOO 0. -� /T or an l Io 1 ./ tD y/ W) N I613 ' 8 N ►- W O l � O+cm t0 O - Cs - LO STREET / a - v1� U U bh f- �- �' -6/4 4 A/4 ara 'l 4 L/4 L/4 L/ L - - � � -3o'u.e.- .. . .. .._ ..150 �6 4 I .v:c .. ... � - EXisr.cro&nd� m � � r P i=12.04 P L: 12.34 W Eos1 Curb _U3 L/4 1/4 L/4 L/4 '�' 35.32 V.C. L=42.44 �0 L/4 L/4 LA L/4 M I� �/ w a3 w O w0 Mw 010 N LV n N - N 57.52' : 1613 -" /� EAST I � IGr. 0.790/0 0.7 5 o/OTo�� f CURB Ton.Gr. I / 69.64' O SCALE VERT. I"= 2P, u7c7T=IQJ NOTES 0 nor I I Ol CONSTRUCT 3" A.C. ON 4" A.B. CONSTRUCT 8" PCC CURB & 24" GUTTER (PER CITY STD DWG 303) 10 9 ( I I_a I �. O CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD DWG 310) UCID_ ! I6 I I I 'I I V / O7 CONSTRUCT 4" PCC SIDEWALK (PER CITY STD DWG 311) �° 3� ' I ' I I') = 16 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD DWG 305 o ) Ir cr; I 6` Q ac I I 17 CONSTRUCT CROSS GUTTER AND SPANDREL (PER CITY STD DWG 308) Z a; 16 L-13.09' +� I f TC.20.52 Z FL.19.85 23 CONSTRUCT LOCAL DEPRESSION (PER CITY STD DWG 518 CASE C) o 57,5e' - -' I ��o��•y D :, •` I � •.• 71120. ` Gb��J 1��• � .� D 47 7 - - N 2 TC1 FL 19.76 6 50 INSTALL STREET LIGHTS (5800 L-HPSV) BY SOUTHERN 18.16 A IF 19 27 O CALIFORNIA EDISON,PAID 1: COORDINATED BY DEVELOPER I E _ 49 C D 'e.o. e.w e"�' 71-- G Q INSTALL STREET TREES (CRAPE MRYTLE ) SEE CONSTRUCTION TC.20.41 NOTES FOR STREET TREES SHEET NO. 1 0+00.61 TC.12.11 G'B FL,19.74 FS.19.08 FL.18.95 S.19.30 - - M.O.C. ' _ 11.44 FS.14.Ot N A PAv.0002335"W. 149.39' ST.8�5S � 8SS - NOTE: SEE SHEET 6 OF 9, TRACT NO. 12820 FOR STREET STRIPING Fs.18.1 I m 1 t50 2100.00 NAPA ST. 0 N.7 (R) 0+50.61 C.O.It00 17 >� SIGNING ON HIGHLAND AVENUE E. STREETS ENTERING. TG 12.10 TC.19.69 1169.05 HIGHLAND AVE. FL.11.43 G'8 FL.19-02 SEE SHEET NO. 2 OF 9 , TRACT NO.12820 r 23 C FL. 18.63 FOR HIGHLAND AVE. IMPROVEMENTS I � .18.96 .. . . 8 ' •��'��:: 1 2 TC.19.71 r, 3 B• FL D FL.19.04 N 6 1 A s U 1. T � � SC•�4' G CITY f�•13• 7 D I DESCRIPTION OF REVISION DATE APPROVED. i o �.26.I13' I 2� CITY OF RANCHO CUCAMONGA / 1 i FS 18.40 \�, :. '• 5�. I TC 1872 PLAN AND PROFILE ' 3 N I . I I •I FL. � CURVE DATA C NAPA STREET o \6 a� �sU@-3 Q m I I �•I � DL•'LTA RADIUS LENGTH TANGENT A 900 00' 00" 27.00 42.41 27.00 FROM TO HIGHLAND00 OUTH NUE 1 I + I I �. I ZOfEcr , I6 l." I f•I I C �� B 900 03' 28" 27.00 42.44 27.03 TRACT NO. 13727 16 ` �% ° „ APPROVED BY: DATE: C 15 00 04 112.00 29.32 14.75 l � CITY ENGINEER �- RCE. N0� 22397 ' No. 1311 D 1050 00' 04" 38.00 69.64 49.52 �_ I I I2 r f Fx 3.3/• 93 C.T.K. INC. NL DESIGN RECOMMENDED l ENG►kTfR E 210° oo' 07" 3s.00 139.28 ----- J.O.M. CIVIL ENGINEERS P. CRU �� 1-1 667 BREA CANYON RD.- SUITE 29 I 1qj�► �� DRAWN WALNUT , CALIFORNIA - 91789 SHEET D.A. (714) 598-9035 3 5 OF CHECKED d"��vl. R.C.E NO. 13669 DRAWING NO CARL T. KOBBINS,J (Expires) 3-31-93 / j/_ / C.T.K. DATE ZSI' FILE NO 4113 3/( PROJECT SHEET 0F ��