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Home My WebLink About1677 STREET IMPROVEMENT PLANS GE�"AL NOTES CONSTRUCTION N TES AND QUANTITIES ESTIMATES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO HIGHLAND AVENUE CUCAMONGA STANDARDS AND THE-STANDARD SPECIFICATIONS FOR PUBLIC WORKS Vi * T \ _ -- - L CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPF'LFMENTS OF AMENDMENTS. 1A A KAN STREET IMPROVEMENTS NOTES CONTRACT OR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO o \ THESE STANDARDS AND SPECIFICATIONS. UNIT QUANTITIES VICTORIA2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER �LANE a o o TF ACT NQ. 1 871 1 1 CONST_. 4' AC OVER 4' AB. SF. 51.000 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THERIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 0 � � 2 CONST. ROLLED CURB do GUTTER PER DETAIL HEREON LF 3,447 COST TO THE CITY OF RANCHO CUCAMONGA. i IN THECITY OF RANCHO CUCAMONGA __- _I - - - - 2A CONST. 6" CF AC BERM D1 6' PER CITY STD. PL. 104 (MODIFIED PER DETAIL HEREON) LF. 885 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH - -- ---- -- --- --- --- - -- -- --- - - -- - THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 3 INSTALL STREET NAME SIGN PER CITY STD. PL. NO. 401A EA 1 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH -_ FACILITIES ARE SHOWN ON THESE PLANS. ME TRO LINK CORRIDOR (ABANDONED) - 4 CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 do 103 6 _ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS BASELINE ROAD ;' GRADING PERMISSION TO BE ACQUIREDCONST. DRIVEWAY APPRWH� CITY STANDAR - EA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 5 DETAIL ON SHT. 3) PRIOR TO CONSTRUCTION 4 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. w U U 6 CONST. ROLLED TO VERTICAL CURB, CURB do GUTTER TRANSITION PER DETAIL HEREON LF. 227 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES TRACT N0. 15871- 1 3 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- j - 7 SAWCUT & REMOVE EXIST. TEMP. TURN AROUND SF 3033 GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES z SO. CA. EDISON m - ----- -- -- - -- - ---- - - MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 93 I r� 1 8 REMOVE EXIST. CURB do GUTTER LF. 140 SO. CA. EDISON EASEMENT I -. ,, 75 63 q --_ - _ --- -- _- - - 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR 87 68 'J ! 9 CONST. LOCAL DEPRESSION PER CITY STD. PL. 307 CASE A EA. 4 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. MAP EASEMENTMtM Y64 92 - - 76 I 91 79 �-- 67 ` I LEGEND 10 CONST. COBBLESTONE PER CITY STD. PL. 542 (MOD. PER DETAIL ON SHT. 3) SF. 336 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 2 65 I ____ - __ ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF 0 1 90 78 77 1 66 f l _ RANCHO CUCAMONGA. A WRITTEN REPORT WITHTHESE COMPACTION TESTS SHALL BE INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE 11 , EA 10 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE {T. PAID AND COORDINATED BY THE DEVELOPER MATERIALS AND/OR SURFACING. j �• 9 DENOTES STREET PLAN SHEET NUMBER - -- -- - - -- - - s _ 12 INSTALL 36" CMP INLET PER CITY STD. PL, N0. 311 EA 1 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ` - _ ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL � LAT. A-5 _ - n 10 DENOTES STORM DRAIN PLAN SHEET NUMBER 13 CONST. 24' RCP D" LOAD PER PROFILE LF. 193 ' ---- - CONTENT AND GRADATION OF ASPHALT PAVING. ----- LIN "A" VICTOIRIA' P K L E I - ( y-( DENOTES PROPOSED 14 CONST. CONC. COLLAR PER CITY STD. PL. NO. 329 EA 1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE STREET UGHTS 2 �•C CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 15 CONST. CATCH BASIN PER CITY STD. PL. NO . 300 EA. 4 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. S. .F. DENOTES EXISTING STREET LIGHTS B C C D EASEMENT 16 INSTALL FIRE RANT MARK P TTY N 1 4 3 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN ALL E HYD ERS PER STD. PL. 0. 3 EA. EXIST. TRACT NO. 14534 TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 4 DENOTES STREET NAME SIGN 17 CONST.T. VAR(ABLE HEIGHTRETAINING WALL PER DETAIL 0N SHT. 4 LF 750 11. WHEN 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 17A CONST. METAL BARRICADE PER CITY STD. PL.. 131-B LF 770 VICTORIA PARK LANE VICTORIA PARK LANE DENOTES STOP SIGN - -- - --- ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 18 CONST. MEANDERING CONC. SIDEWALK PER CITY STD. PL. 103 SF. 5,404 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS- THIS PROJECT - --- - - -- -- - - - PER DWG. NO. 1607 �4 DENOTES STRIPING PLAN SHEET NUMBER 19 CONST. MEANDERING EQUESTRIAN TRAIL (4' DECOMPOSED GRANITE) SF. 11,480 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED I --___ -_____-__ -______________ _____.- ____._____ _. - BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 19A CONST. PVC FENCE (2 RAILS) PER CITY STD. PL. NO. 1010-A LF 1,148 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 19B CONST. CONC. HEADERS PER CITY STD. PL. N0. 534 LF 2,296 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF --- -- - - ------------ THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF INDEX MAP s" j 28 CONST. RETAINING WALL PER CITY STD. 604, TYPE B SF 378 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE I - _ SCALt =Z00 3/4" R 29 CONST_4" THICK PCC SF 23 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. STRIPING NOTES - - -- - -- _ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 2:8 BATTER 1 20 INSTALL SOLID WHITE STRIPE PER CITY STD. 407. LF. 413 CONSTRUCTED AT EACH INTERSECTION. EXISTING SURVEY MONUMENTATION 1.7% 21 INSTALL BIKE LANE PER CALTRANS STD. DET. 39 OR 39A. DEVELOPERES NOT RELIEVE THE Q�pf E SS i pN 22 INSTALL PAINTED 'BIKE LANE" PER CALTRANS TRAFFIC MANUAL SEC. 6-47. EA 2,2'2 5 TH CRECTION 0 APPROVAL OF F ER OR OAND OMISSION DISCOVERED DUR NGCO�ANSTRUC�TION�I PON ITY R I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY o � C. q�� S\pPE --_- _ _ THIS PROJECT. ALL SAID MONUMENTS WHICH CUREWNTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE �'0 2� 2 23 INSTALL PAINTED ARROWS. EA. 4 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY DESCRIBED AS FOLLOWS: ; �J' - i �%j�`//��' - - - --- ENGINEER FOR APPROVAL. No. 20596 m i 24 INSTALL PAINTED STOP & STOP BAR. EA 2 NONE Exp' 9-30-01 - 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY » 25 INSTALL TYPE K' MARKERS PER CITY STD. 314 & 403 (FLEXIBLE). EA. 3 * * 6 AC BERM PER CITY - --- - - - STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE I DALE ge-% ) ylF CIVIL \P 2A 26 INSTALL R-26(B) (NO STOPPING SIGN) PER CALTRANS TRAFFIC MANUAL SEC. 4-28. EA. 2 INSPECTOR. STANL C. MORSE RCE N0. 20596 CAlF STD. PL. N 0. 104 (MOD.) 27 INSTALL R-81 "BIKE LANE SIGW PER CALTRANS TRAFFIC MANUAL SEC. 4-37 EA, 2 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. I 30' TRACT N0. 15871 EXIST. SOUTH LINE OF VICTORIA STREET I PA PER ORANGE EMPIRE ACRES MB. 30/1 EASTBOUND LANE I v ( VICTORIA PARK LANE EXIST. GROUND NOTE TO CONTRACTOR I14 VARIES VARIES I VARIES - 17' TO 30' MAX. FUTURE PERIMETER W \ m 1 12' TO 24' MAX. 1.10' TO 18' MAX. WALL 21 MIN. + AL / \ ROAD BED WIDTH LIMIT CONSTRUCTION ACTIVITIES 4' 7' WESTBOUND LANE 1. U 16 tot- SEE W. N0. 1677 TO THIS POINT NORTH OF EXISTING RIGHT OF WAY ! 5' MIN. 18' LANDSCAPE MEDIAN LANDSCAPE AREA- 44' MIN./64' MAX. FI +. ( ) I / \ w I- CLEAR VARIES - 4' TO 32'f MAX. SEE L.M.D. PLANS ---'H ,��P INTERIM GRADING TO DAYLIGHT 2'-0" \ 1" VARIES j 22 I VARIES 22' 19 U �. AS NECESSARY. 4' 9 PV ROUGH GRADE PAD / \ 31T LIP � 1' TO 12'_I 11' 7' 4' 5' MIN. � ® C 2 RAILS 10 2% MIN. I I / (MAX.) I 29' MAX. 4' 7' 11' n \ 1 7 2' 3:1 MAX. R-t" \ I 0.24' 18 2% MIN. 27� �- 7 27, MIN. 3:1 MAX " I 6 C BERM 1 0.03' 0.15 - 0A.C.% a I 0.03' 1 3:1 MAX. 2� r- 9 z R-1" a i " Zl� 10.51 - 1_7% _ 9 I " / - 2A 0,15' �IaH TC-j VL 2. EXIST. GROUND c o e e o I I - - - -,I-__ ___ __ 2 - - - - -- MEANDERING EQUESTRIAN TRAIL 4"DECOMPOSED 1.7 2 LOW TC LEVEL GRANITE , MEANDERING SIDEWALK CURB TRANSITION DETAIL 17 0' TO 6.4' HIGH T o ° 2 � RET.WAII (SEE PLAN) 2 6" ROLLED CURB DETAIL N.T.S. SEE DETAIL ON sHT. 4 TI= 6.0 R=67 I N.T S. 5'f MIN. TO 18'f MAX. TYPICAL SECTION GKADI RVIAAEVT ; AHA "°° C°`>,ER rN+<pscAtg °"'° ASSOC 2 GM01NG gEvts 1oaS I EXIST. GROUND � �- :> VICTORIA VICTORIA PARK LANE Q REVISE SHEET 2 AND ADD TRAIL RFAUGNMFNT AND WALL DETAIL SHEET 5. y�ta-oo UTLrrY CONTACT i FOOTING HAS TO BE-- /'o E N.T.S. w DESCRIPTION OF REVISION DATE CONFINED WITHIN R/ CITY CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR APPROVED: SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES �� CITY OF RANCHO CUCARIONGA MR. BOB STALLINGS SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE FOR BASE LINE ROAD CONSTRUCTION BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON \ CONSTRUCTION NOTES (CONTa ! THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS / \ 30 INSTALL 3"PVC PERF PIPE LF STREET IMPROVEMENT PLANS FOR GENERAL TELEPHONE 1-800-483-3000 TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON X/ \ - - - - -- -- - ---- - - -- -- !r�Fr�•S`O�, _ �pf ESSC THESE PLANS. \ ,.� 31 INSTALL 3' PVC SDR 35 DRAIN PIPE LF 26 � �+ roe C "�� VICTORIA PARK LANE SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. \ - EA I .. � �o <y ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED y 32 CONST• CURB CORE PER DETAIL ON SHEET 5. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE I N TITLE SHEET ONTARIO, CA 91762 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH No. 20596 r" m ` -- - :j�� 4 a� Exp. 9-3°-°' P TRACT NO. 15871- 1 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION , ZetSt. ,� 9641 SAN BERNARDINO ROAD \ ,�,._ �q CIV 1 L � RANCHO CUCAMONGA, CA 91730 \ F 'THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S / Of' CAE AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH \ / _ _ APPROVED BYR/ �""`� �CG DATE: - - �- METROPOLITAN WATER DISTRICT (909) 593-7474 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION �� CITY ENGINEE ��` RCE NO _ 24953 700 N. MORENO AVENUE LA VERNE, CA 91750 _ - CITY OF RANCHO CUCAMONGA DESIGNAM RECOM NDED j CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE �-- C o- v- TIS COMCAST 909) 983-9895 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF uQ \\� R.C. - 1205 DUPONT STREET PORTION OF RED HILL) THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ��\� Wflfiam Hormv:z%, ew" � BENCHMARK NUMBER 1638 DRAWN ... a.�. FN a ,a - -- REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING • ELEVATION : 1297.297 , ' ,,� SHEET ONTARIO, CA 91762 �. HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER Q AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN �� 24' EAST OF ETIWANDA AVENUE D.L. 1 MARKS CABLEVISION Mg 9 987-6275 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE O� 4490 VON KARMAN NEWPORT BEACH, CALIFORNIA 92658-7520 (714) 833 - 3600 AND 40' NORTH OF � BASELINE 10808 FOOTHILL BLVD. #120 � 880-0222 NEGLIGENCE of THE OWNER OR ENGINEER. o�� BRASS BENCH DISC IN TOP OF NE END CHECKED E NO 20596 DRAWING NO. RANCHO CUCAMONGA, CA 91730 `�� OF 4' x 2' CONCRETE BOX CULVERT S.C.M. ATE �O�f FILE NO 1677 PROJECT SHEET N0. 1- OF 34038`,.iMPLANSI\SIF'O1 8-27-99 1 IT``-}.---I}---• -H+:--. _�...�-..�.:.t.ii;.- }++- r.y.;..a..�.T:-:...;...-L-�..-r^+ +s1ri�..,_,-�••F'--•-i-r r.}"'�. ._. ...-,�.r..i.t L-!+.w-It-r----}.-+.1.}...�__j•w_,... 11+.1_L.-,.-;.+-r...�«y.-.�..-..-r++.-1a1:., r•-�-�'- • ; +1 ;,.-1,-�.+?-r.. .;,. 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I I II + II I 1 w1 1181 � 9b.9 , � -., FII I r�� I Ii I •o Q ,2 I 2:1 I \ ♦ ;11 /./ `� 8 S' DRIVEWAY APPROACH 1 it ii L I.I 117 ,- ti 398.1 ; I 125 \ I --i� i � W ' � '_ 'I �I( SCAL 1 4d II I } z 1 ( 398.1 ; �- I -- �'`- _ �' >13�ros --, I ` �0 �o. EQUESTRIAN TRAIL PER I I ( 390.2 -- ' _r I I I "� z a I I \� * MORTAR W o I I I I -- - `� 1 � - ne6- v9I I I , O 20% BY VOLUME CEMENT DED COBBLESTONE 6' MIN. s z LMD PLANS , I +� S 4 ti I �l r•r-.. ! r ;I F 1385 -�` -, a "� 1 1 F y10\ - 80% BY VOLUME SAND 12" o MAX. HAND PLACED AND 5�T MAX. JOINT WIDTH 1" MAX. -' ii t36s -- . 1 Q 0 �/ \ ROAD BED WIDTH v -' 129_5 THOROUGHLY MIXED do KEPT m / J ANDFRING SIDEIR`A,1K ``'' -d0--- FITTED W;DRY PACKED MOR?A VARIATION IN SURFACE RELIEF. _i / I I 1 \ TO THIS PO NI i : I I i I ..•1l _ _ _ - N - r5 - S _o I K'LMD P iS .,�® N " '- '` ' $9S1'22'1W � \ MOIST FOR 7 DAYS. JOINTS. 3 f)} +. 3 , QP �� 2% MIN 1\ 6" I �\P `�C 1.4% - _ � _ 1" 1+80.92 MAx ,� 1 r i LANDSCAPE MAINTENANCE DISTRICT (LMD �. _ - kt�= r� / END PIPE I' ��' ---- - - - - - - - --------- -- \ 3/8" LIP \ -- -PL-ANS - _ X/f "� F`' 1 t Si d,i 14 .7% --- � � . \ - -_ � $ N � •,X ''�. � `' I >o o�j I 66 y�6x5 � e a 'c, o f E � D lAN � ; - ---- � - _ �; 19��Rti 2 �, /, _ / * � W ST OUN � 2 9x + � '` D� + 5 � f:, - 6 IN C � - r - UNDERNEATH COBBL STONE • o� 6g 01�/'� fi - DEPRESSED CURB 70 P - ----- _� _-IZA�l_ -_ 16 _ I 2 B N 16 F 2 fr\ ( � K ' 2 G Q�G 1 COBBLESTONE @ MEDIAN D DRIVEWAY APPROACH 2 C VICTORIA PARK LANE �/ J _ rJ 12' SEWER PER TR. 15875 -/ k C.C.W.D. DWG. NO. SECTION 1 op - - - r - J+� 1 � LI N _ 4 1. -R - _ _ J z {_. ,,� ,.,, _ _,. . ��1 I - -- �6x�By�/ 1 INSTALL INTERIM STREET LIGHTS ON 1 O 1 WOODEN POLE / g I EAST BOUND LANE (EBL) `_/� �, rn ,� S ON THE SOUTH SIDE � 1-- � � � � + � N �� v,� T I T �? OF THE STREET O, �n sp .r� !y� I 1 CV W 1 N N"? Cl + f - aD t0 ^ N c' N J 1 J t 1•� n j �w O f*I O� c,� �► 4 �`,. - - G9AT)k11 REvISIo.Js / O I "°� "� o "� ^ o, rc ''�' ;t.'�. o �+°•� n rn rte,! �� 03'_ I 13.5' ��,'� loo LoItNE1l 1lAR�ScATE AMP Assec, G - cr corn o I I O m "� •'� r n cli 1 � ^ � �' � � � - N N �� co I FFA I I I I Z _J I 8 to 11 ,� g N �.+ + W t .-, * g i n 'f'' > II * e e I ( I = 1 o m w �' - ao C' EXIST. SOUTH R/W - CI - DESCRIPTION OF REVISION DATE I I I I ``-' I 123.09 LIF + II -1 , 1 APPROVED: I 51.57 CURVE TABLE I I I I w co F' � I SEE TYPICAL SECTION ON SHEET 2 TRANSITION BERM 9 V II j, a, i # Q R L T i Q 1 15 `�j'p CITY OF RANCHO CUCAMONGA V' � $ � do SECTION A-A HEREON 5, 5, 3 g 5' �� f _ I I • 6 A 3'35 '3 5; 9 8 9 , 0 0 ' 62 , 02 , 31 , 02 ' - --- + � � Fc (� B _3'35 '35 1000 . 00 ' 62 . 71 ' 31-3 7 STREET IMPROVEMENT PLAN FOR CONSTRUCTION NOTES � � VICTORIA PARK LANE + + 9 °° �® �'<? I I 7 C 3°35 '35' 1 011 . 00 ' 63 : 40 ' 31 71 ' QROFESS�ON t�t CONST. 4 AC OVER 4_ AB. g t 10.51' q • f � ° "' `�' ��'�' 6" AC BERM D 4 °44 ' 13' 1011 . 00 ' 83 : 59 ' 41 . 82 ' �� C- plc^ * 11 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID do COORDINATED BY DEVELOPER g z _ __- E 4°44 ' 13' 1 0 0 0 . 00 ' 82 . 68 ' 41 : 36 ' ; ��J, G VICTORIA PARK LANE 2% r.7% F 4 °44 ' 13' 989 : 0 0 ' 81 : 77 ' 4 0 . 91 ' No. 20596 r^ m 02 CONST. ROLLED CURB do GUTTER PER DETAIL ON SHT. 1 12 INSTALL 3s" CMP INLET PER CEfY STD. PL. NO. 311 G 4 0°53 ' 1 7' S 0 . Exp. 9-30-01 TRACT NO. 15871 O 00 35 . 68 18 : 64 © CONST. 6' CF AC BERM 'D1 6' PER CITY STD. PL. 104 (MODIFlED PER DETAIL ON SHT. 1) 13 CONST. 24` RCP ('D' LOAD PER PROFlLE) ° H 13 5° 1 0 '49' 1 : 00 , ? , 3 6 ' 2 : 4 3 ' s�� cl Vi L `P Z = I 93°55 '53' 35 . 00 ' 57 . 38 ' 37 . 49 ' CA0 3 CONST. CONCRETE SIDEWALK PER CITY STANDARD PL. N0. 103 14 CONST. CON[. COLLAR PER CT1Y STD. PL. N0. 329 _ ° APPROVED B Y DATE: cT>d'' 17 _ ! 7/ 4O CONST. HANDICAPPED ACCESS RAMP PER CfIY STANDARD PL. NO. 102 do 103 15 CONST. CATCH BASIN PER CIIY STD. PL. NO . 300 �> 9,�c�. J 3 5 8 O 1 1 0 0 0 . 0 0 6 9 , 2 4 ' 34 : 6 3 CITY ENGINEER . -.�+/�CLGt , " ,� ,.� RCE N 0 24953 b �> EXIST. GROUND �`� K 0°44 ' 36' 1002 , 0 0 ' 13 , 0 0 ' 6 . 50 ' r �___ 5 CONST. DRIVEWAY APPROACH PER CITY STANDARD PL. 101-A (MOD. SEE DETAIL ON SHT. 3) 16 INSTALL FIRE HYDRANT MARKERS PER CIIY STD. PL. N0. 134 � C '° �' CITY OF RANCHO CUCAMONGA RECOMMENDED DESIGN �;, �' oo g '? RETAINING WALL L 16-30 '26- 1 0 0 0 0 ' 2 8 , 81 ' 14 51 ' r o a c o N a a_c r i N tr BENCHMARK NUMBER 10071 R.C. """' """ � 6 CONST. ROLLED TO VERTICAL CURB, CURB do GUTTER TRANSITION PER DETAIL ON SHT. 1 17 CONST, VARIABLE HEIGHT RETAINING WALL PER DETAIL ON SHT. 4 �� ^�^� ^0 �� M 19°4 3 '51 ' 100 , 0 0 ' 34 . 44 ' I 17 , 39 ' ,,,° ELEVATION : 1446.270 a .r... . ,. 7® CONST. METAL BARRICADE PER CITY STD, PL. 131-B '' / N 3°58 ' O 1 ' 1 023 : 0 0 ' 70 . 83 ' 35 : 43 ' DRAWN --=-=y-- - ® REMOVE EXIST. CURB do GUTTER SET 2" BRASS DISK IN CONC.WALL STAMPED www SHEET S FOOTING HAS TO BE O9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL 307 CASE A 18 CONST. MEANDERING CON[. SIDEWALK PER CITY STD. PL 103 ❑ 3°58 ' 01 ' 1 03 0 . 0 0 ' 71 . 31 ' 35 . 67 ' "CITY OF RANCHO CUCAMONGA BM 10071 1987' D.L. CATCH BASIN # 4 CONFINED WITHIN R/W SECTION A-A 10 CONST. COBBLESTONE PER CITY STD. PL. 542 (MOD. PER DETAIL HEREON) 19 CONST. MEANDERING EQUESTRIAN TRAIL (4' DECOMPOSED GRANfTE) P 19° 05 '28' 1 0 0 , 0 0 ' 33 • 32 ' 16 , 82 ' ON NORTHERLY SIDE OF HIGHLAND AVENUE - OF � W= 3.5', '�= 4.00' N.T.S. Q 8° 06 '45 665 . 0 0 ' 94 : 16 ' 47 : 16 ' 100 FT. EAST OF HANLEY AVENUE, CHECKED NO 20596 DRAWING NO. - 8 FT. NORTH OF GUARD RAILING - yy.GG G _ M. DATE .71ILE NO 1677 PROJECT SHEET N0. ,3 OF 34038/IMPLANSI/SIP03 08-20-99 T AIL ALIG, NM NT WALL D TAIL LAN LYON VINEYARD AT VICTORIA TRACT NO. 15871� l VICTORIA PARK LANE EQUESTRIAN 1 32 I 31 A _-- EXISTING SIDEWALK r•`_' "._� , ' ! a"�?� � 1�Ls tJ� � if •.eJj n`.,.�.� �� 28 28 ~' oo,., II EXISTING EQUESTRIAN TRAIL J 2, �B) 0�1 ��'� EXISTINGOZ IA ��co Nc' .1 '�`� A ti ��' ti0�O z "�O� I �O� �`' X00 �`� 19 �O No I W EQUESTRIAN �. IN 19A 19B �? Q TRAIL � �" o�`�'�ti 19 �°'� �' �,°�• � �. �• 0 0 � I 1 --.: $ �� ' � ti ��X�Oc�• 4.5% "� ' N - o �."hx 8 29 0"?�o I X00 1911 198 r,+ ^,o � �� ! `,�� •y'• � ..J SCALE 1"=10' rn :• J cl ' x`90 �O r• ,� �ijy rn A31 6 s. EXISTING TRANSFORMER N N r wri F- z fir. -- ---- h \ EXISTING CURB & GUTTER _ _ ��x �Oti ♦� ui 74 V 75 X J EROSION CONTROL NOTES: — — — (EXISTING) 6� _ IA PARK LA a 1. IN CASE OF EMERGENCY, CALL JOHN HENDERSON 76 VICTOR L1J AT (949) 833-3600 J 2. "THE UNDERSIGNED CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY Q THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS." cr r SIGN ,o Q Z EDWARD J. LENTH R.C.E. 052496 EXP. 12/31/02 DATE '? z 3. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THEQ' o Q RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT u m INVERT PER PLAN CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES C-) - 3/4" ABOVE GUTTER FLOWLINE WHEN RAIN IS EMINENT. N 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COUNTY — W INSPECTOR. — A C 4' EXIST. 5' MIN. ui 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 3" PVC SDR 35 ° D ° o D D D SIDEWALK 8' MAX. Z a TAN SLUMP STONE WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY EXCEEDS 49%. LEGEND29; MIN.D D . 3:1 MAX27. MIN. RETAINING WALL W •.• • D . . 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND W DESILTING BASINS AND THE BASINS PUMPED DRY. T.W. TOP OF WALL 6" ROLLED CURB 10' Z 28 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE T.F. TOP OF FOOTING EQUESTRIAN TRAIL Q CONCLUSION OF EACH WORKING DAY. CURB CORE DETAIL 1 _ X _! F.S. FINISH SURFACE 32 Z 8. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE °cro: L-, 19A EXCEEDS TWO FEET. UTLITY CONTACTS F.G. FINISH GRADE '86• `" rl') 19 Y cl, - %_ 2q MIN. 9. PROJECT AREA = 1t ACRE. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. z �80 - - 3:1 MAX T.C. TOP OF CURB a Q SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 DESCRIPTION OF REVISION DATE CITY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR MR. BOB STALLINGS APPROVED: CONSTRUCTION NOTE; CLEAN AGGREGATE OR PEA GRAVEL 4" DECOMPOSED 196 Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES GENERAL TELEPHONE 1-800-483-3000 WRAPPED IN FILTER FABRIC GRANITE CITY OF RANCHO CUCAMONGA OC SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 19 CONSTRUCT MEANDERING EQUESTRIAN TRAIL (4" DECOMPOSED GRANITE) Q BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. SECTION A-A THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS 216 N. EUCLID AVENUE 1-800-427-2000 COMM. IgA CONSTRUCT PVC FENCE (2 RAILS) PER CITY STANDARD 1010-A TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON ONTARIO, CA 91762 pFESS� TRAIL REALIGNMENT 8� WALL DETAIL U THESE PLANS. 198 CONSTRUCT CONCRETE HEADER PER CITY STANDARD 534 QR �Nq ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 9641CUCSNGA COUNTY WATER DISTRICT (909) 987-2591 ��`� `�� J. l� TRACT NO. 15871- 1 > 9641 SAN BERNARDINO ROAD 28 CONSTRUCT RETAINING WALL PER CITY STANDARD 604, TYPE B �, �P Fy y TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE RANCHO CUCAMONGA, CA 91730 o y VICTORIA PARK LANE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 29 CONSTRUCT 4 THICK PCC No. 052496 m W AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH �, 909T TR R TMETROPOLITAN WAEDISTRICT ( 593-7474 * Exp. 12-31-02 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION ) a- INSTALL 3" PVC PERF PIPE 700 N. MORENO AVENUE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S LA VERNE, CA 91750 31 INSTALL 3" PVC SDR 35 DRAIN PIPE9rF CIVIL �P 00 AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH 32 CONSTRUCT CURB CORE PER DETAIL HEREON CALF APPROVED BY DATE' Ln REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 655-4555 CITY ENGINEER RCE N �- 7951 REDWOOD AVENUE x — CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FONTANA, CA. 92366 DESIGN RECOMMENDED " RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 3 CITY O E RANCHO C U C A M O N GA �o s CONSUL TING O THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS CHARTER COMMUNICATIONS CORP. 909 880-0220 E.L. AIDS "',�... ".,. Skft 350' ' (.,.,' Z REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING - BENCHMARK NUMBER 163B -- Q 4240 N. HALLMARK PARKWAY �909� 880 0230 COURSE DATA DRAWN �a,�� .�` S H E E T HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER SAN BERNARDINO, CA 92407 ELEVATION : 1297.297 wN.ww _� o,wicnw ■�rtnw AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DELTA RADIUS/BEARING DISTANCE TANGENT 24' EAST OF ETIWANDA AVENUE B.B. C OF_ 5 (� CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE A 5'32'48" 490.00' 47.44' 23.74' AND 40' NORTH OF BASELINE. SET 5 NEGLIGENCE OF THE OWNER OR ENGINEER. n HOMIeS, II1C� BRASS BENCH DISC IN TOP OF NE END CHECKED 052496 DRAWING N0.B N 8T04'40"E 76.26' RCE NO OF 4' x 2' CONCRETE BOX CULVERT E.L. DATE FILE NO 1677 a: s4t,,JHi/V`/)z_4/V._5/I joy E14 11-00 PROJECT SHEET NO. 4A OF STREET AND STORM DRAIN IMPROVEMENT PLANS W�AL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE HIGHLAND AVENUE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE PORTION ® TENTATIVE TRACT NOw 15871) SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH w 011 0 VICTORIA o 0MOXICT THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES p�k LANE¢ o U I IN T CITY OF R CUCAMONGA RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W METRO LINK CORRIDOR (ABANDONED) FUTURE ROUTE 30 FUTURE ROUTE 30 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES Ln SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- Ir - - ��s Sol ams s �'�'��' `-�` GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES BASELINE Rory s..6014w aw ml allJ MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. } h 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR _ 1 r CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. \ 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 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 THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. VI NUY MAP i h 1 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY N61 17'1 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. TR A!/11 0. 0 y u%A C T t!V 0. 15 o 71 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, STORM DRAIN SHEET LOCATOR I y SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. I DESIGNATION SHEET N 0. C.B. N 0. W _-___ 1;' IAT. "D-1" 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 1 TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIM PAVING. LINE "A" 2 -- -- 24 I 23 1 24 23 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY LAT. "A-1' 3 36" RISER -- -�% - -- t8 -' �- 18 MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE F i1 22 �' 17 `� T 25 22 17 ABOVE THE SUB-GRADE AND All VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE LAT. "A-2" 157 10' - 1��" ' 19 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL LAT. A-5 145 4 _ _ �i 6 I26 2 16 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED 2„ j �_ 20 ": - 27 BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE �/� I �� 15 MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. LAT. "A-6" 14 11 10' � � , -- I ��c`� � i 12 t 1 10 ' 9 18 � K> I i i 12 11 10 9 0 I 4 28 50 51 14 13 8 1 I 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINE Y FOR THE CONVENIENCE OF LAT. "A-7" 144 10' 28 - �! 5 5 _ � ; �` 14 13I `g -� IAT. 'A- 29 52 53 I THE DEVELOPER, LAT. "A-8" 14 #3 10' I' S2 -_, I THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF /53 -- 23" 54 6 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY LAT. "A-9" 14 #17 6' - 30 it /' 5a _ y _ fit, �� i THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE LAT. "A-10" 142 10' - ag j 48 4� / �, 58 59 ! �I I - 30 49 48 55 9 60 5 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 31 -2,1 56 I 5 _1 _4 ,i 1 47 57 (, 4 �� NO. �� LAT. A-12" 15 #10, #11, 119 49, 4 , 4 ILII �] o -- - 45 45 � �� ' II I A ° 0 46 61 4 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE TRACT uu vv U T�t _ �- 6' OA-14! w , --3J_. 3a r q'' r IF._ , • 45 44 1 1 CONSTRUCTED AT EACH INTERSECTION. LAT. "A-13" 158, 9 11', �3 ' ? Q, 5 3 IAT. A-22~ 9x 34 43 42 41 62 3 I 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 11 T A_ t- i / as � / LAT. A-14 15 18 4 0 35 i �1 (,� I� 33 3 ® --- ® I THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON - -� 36 �� LAT. "A-15" 15 j6 10' ® t. # ` s JZO"F3 . ®_ 63 2 I REQUEST THE REQUIRED PLAN REVISIONS SFWl BE PROMPTLY SUBMITTED TO THE CITY 7, 70 / ¢•' - � � LAT. D-2" 71 10 3 /6 1 I ENGINEER FOR APPROVAL LAT. A-17" 16 do 17 #13 7 69 , 69 3 OA-180 , , ® F8 �7 i'� �; ?� 4� /� �� '' _ ® 67 l 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY a / 66 69 - STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE LAT. A-18" 16 X22, X23 6 , 9 _ , r, � ; / �I� _ +�+r ", _ 68 `- LINE "A-19" 16 11 11' - / `\ I ' 6` " T 4 - - :_: j� INSPECTOR. _2 ��_ 65/5 4, 68 '6!4�%8„ � � � 72 65 64 / 66 LAT. "A-20" 16 #16 10' ® a 3 /' ,4 � /��, 5t / 6, � i I N � 73 74 65 � 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SWILL NOT BE LAT. A-17' ( PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED LAT. "A-21" 16 X21 IT� / 6Q I ® 75 0 I ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- w , , I i6 / ,, j' ' '\ , 16 71 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATTS- LAT. A-22" 17 #14, #15 4 , 10 / f , ----- 77 72 LAT. A-23" 17 12 7 g I 4 f 3 '� 63 �' Q 5 4 18 73 6 I FACTION OF THE CITY ENGINEER. J� S " A � I 6 r w , 78 / �7i 76 % r -- 62 9 2 77 7 62 I � UTLfTY CONTACT LAT. Ato -24 16 X24 9 1 co ® _ / / 75 74 �4— --- oo 5 I �� / O 74 0 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. LAT. "A-25" 14 X25 4' ��- j / i P 61 LAT. "A-26" 14 X26 4' I 8 ! 9 \� '� 7g ® 7 8 9 19 60 ® SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 t0 -: I �, 10 MR. BOB STAWNGS LAT. "A-27" 15 #19 4' �— / 1 ;� �� 8C/� g1 82 j �� -- i �7 11 80 81 82 83 59 I a FOR BASE UNE ROAD CONSTRUCTION r r \ 83 I 84 �9 84 LAT. rD-1 13 36" RISER -- I 5 I ( ;,, -LST -5 I �; 15 89 58 GENERAL TELEPHONE 1-800-483-3000 6 114 I I T. A 'I " fTJ� 1 s 14 90 � 3 I I 8, IAT. D-T 16 X27 4 � � i � r_ __ ' �,� � t3 t2 88 87 1 12 - 90 89 iM 6 85 - 6 B6 85 SOUTHERN CAUFORNIA GAS COMPANY 1-800-427-2200 RES. LAT. "D-3` 4* 24A VSD, X246 vs 4'. 7' I - �T' ' A ± 5' II '� 57 I 7 a 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 16 - - LAT. A-1 9? k 18 19 20 21 93 55 I CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 I ,7 T. , A-'14 , ,gt �� 17 91 92 93 g4 94 9641 SAN BERNARDINO ROAD SEE VICTORIA PARK LANE STORM DRAIN PLANS. ( 8 2t ; 9 j 96 r u l� 95 96 SEE VICTORIA PARK LANE STREET IMPROVEMENT PLANS SHTS. 2 k 3. F—� �- -- 1-_T i I 54 I RANCHO CUCAMONGA, G1 91730 0 4 I J 1 V I° r 54 � N TRACT (�(� 9 `] � 2 , 22 I It - - - - . � (p� � (� �j�{ �j �j 22 102 I METROPOLITAN WATER DISTRICT 909 593-7474 !/11 V� I! 11 V 0. 1 !/ I 23 �I ►• J �a 98 f 9 '! 53LA I1�T!/11 U V 0. U NJ (/ II 24 23 103 5 100 99 98 97 53 700 N. MORENO AVENUE ( ) 1�1T. A 25'" (� -4- - - �' 52 I LA VERVE, CA 91750 y ,I. 52 COMCAST 909) 983-9895 EXISTING SURVEY MONUMENTATION - .� �3 �T• i II 43 - + �,,, 51 I 1205 DUPONT STREET PORTION OF RED HILL) Q�pF ESS F _. ki., '�A-- �=a 5G I� 28 35 36 44 i ONTARIO, CA 91762 1 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY �`�� E I C. q�� Q 34 l 4, 34 45 THIS PROJECT. ALL SAID MONUMENTS WHICH CUREWNTLY EXIST THE FIELD ARE SHOWN ON THESE PLANS AND ARE `� dip I 2� �� --- ` �` � �� h � A-�"it 9 29 37 42 I MARKS CABLEVISKNV 909 987-6275 �� ' - �- 9 I wl 9 I 10808 FOOTHILL BLVD. 120 909 880-0222 DESCRIBED AS FOLLOWS: � "' T^ � � t � " __-;� , , 38 LAST, ,� 4' �- * � � '� 33 41 No. 20596 m r j j' �1-�" 46 n a8 i 'LAT. D-� 46 RANCHO CUCAMONGA, CA 91730 48 NONE * Exp. 9-30-01 * 31 �� 32- - I I 4, �; 31 32 } -- b LAT.i "A�1� 39 41 7 •2 �� CIVILDATE �Q ---- - - �— l? ` .S'R?tRr --.. - ¢' �#}{, '.•6Xf f' _ _. .'CSCR vryti?i� ..:K�P2.;;Z0''RP.'K '' '�. STANLEY C. MORS RCE N0. 20596 CAL t -4 - L A VICTORIA PARK LANE W?IA P4RA- I.ASF w w I *UNE. A �`( EPARA STORM DRAIN PLANS - CITY PRIVATE ENGINEERS NOTICE TO CONTRACTOR (SEE SE44TE SET OF PLANS) DESCRIPTION OF REVISION DATE APPROVED: FOR V.P.L. DWG. 1677D) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES STORM DRAIN INDEX MAP Ii STREET IIVD�X MAP CITY OF RANCHO CUCAMONGA SHOWN N THIS LAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE .; 1 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 1"-200' 1"=200' THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS STREET AND STORM DRAIN IMPROVEMENT PLANS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON �pFESS p THESE PLANS. «: t? Q 7 Nq FOR LEGEND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED S1p �y COVER SHEET TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE cn �s �-' PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS p � `" No. 20596 �" m AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 4 * Exp. 9-30-01 * REGULATIONS OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 9 DENOTES STREET PLAN SHEET NLUBEIR j `�q CIVIL �P TRACT NO. 15871- 1 & 15871 2 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TF OF CALF ' APPROVED BY r r — AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH DENOTES PROPOSED STREET LXM CITY ENGINEER (,�(��(� 1 / ��, /bAT E: REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION C (-RCE NO 24953 DENOTES EXISTING STREET LI��S DESIGN T o a c o N i u c r N o R EC O M M E N E D CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE i CITY OF RANCHO CUCAMONGA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF '= R.C. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS BENCHMARK NUMBER 1638 �«"'4"""�° �'D+�' • Wflfim Homes, f� SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING � DENOTES STREET NAME SIGN DRAWNELEVATION 1297.297 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERi " AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN , 24' EAST OF ETIWANDA AVENUE D.L. 1 OF 18 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE —� (COTES STOP SIGN 4490 VON KARMAN NEWPORT BEACH, CALIFORNIA 92658-7520 (949) 833 - 3600 AND 40' NORTH OF � BASELINE -- NEGLIGENCE OF THE OWNER OR ENGINEER. BRASS BENCH DISC IN TOP OF NE END CHECKED U 0 20596 DRAWING NO. RAC I No 15871 1 158` ti 2 OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE FILE NO 1 677 34038\,IMPLANS2\SIP01 8-27-99 PROJECT SHEET NO. . 10 OF i i I CONSTRUCTION NOTES & ESTIMATED QUANTITIES QUANTITY STREET BOTANICAL NAME COMMON NAME SPACING SIZE -- -- - STREET IMPROVEMENTS QUANTITY QUANTITY QUANTITY TR. 15871-1 TR. 15871-2 UNIT 15871-1 15871-2 15871 0 SILVERBERRY ST. GINKGO BILOBA MAIDENHAIR TREE 35' O.C. 15 GAL 8 EA- 14 EA. 1. CONSTRUCT_ AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) SF 189,265 88,772 -- FAIRMOUNT' 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. LF 16,840 4,929 -- STRATFORD DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. 24 EA _- 3. CONSTRUCT CONCRETE SIDEWALK PER CRY STD. PL. 103. 'BRADFORD' SF 72,835 22,051 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 28 3 -- HIGHGATE DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL 33 EA. -- 5. CONSTRUCT CROSS GUTTER PER CRY STD. PL 106-A. SF 2,720 680 -- 'BRADFOR17' 6. CONSTRUCT DRIVEWAY APPROACH PER CRY STD. PL 101-A SF 10,042 4,605 -- KNIGHTSBRIDGE DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. -- 32 EA. 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 11 8 -- 'BRADFORDr 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PLAN. EA 19 7 -- QUEENS13URY DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL, 11 EA. -- 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-8. EA 11 6 -- 'BRADFOR17' 10. INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) EA 12 4 -- PEMBROKE CT. MAGNOLIA EA 12 4 GRANDIFLORA NCN 20' O.C. 15 GAL. -- 3 EA. 11. STENCIL 'STOP' AND STOP BAR -- NO� GRANDIFLORA 12. CONSTRUCT 8' TO 6' CF CURB & GUTTER TRANSRION. LF 225 -- -- ABERDEEN CT. ,ST. MARr NCN 20' O.C. 15 GAL 2 EA -- 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. ;K LF 38 15 -- TUNDBRIDGE CT. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL -- 18 EA, 14. ADJUST SEWER MANHOLE TO GRADE. SF 18 8 -- 'BRADFORp" 15. ADJUST WATER VALVES TO GRADE. -- SF 33 34 COVENTRY CT. MAGNOLIA GRANDIFLORANCN 20' O.C. 15 GAL 8 EA. -- 16. INSTALL STREET TREES PER DETAIL AND LEGENDS HEREON EA 241 98 -- 'ST. MARY' 17. REMOVE EXIST. CURB do GUTTER LF 109 __ � 18. CONSTRUCT C AC OVER C AB (PORTION OF SILVERBERRY ST.) SF 20,250 -- -- ' PICCADILLY CT. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. 15 FA -- - BRADFORD" 13• 8'Mrr5T Q FOR 5r. L'F • (-Oc rC T 8.0.w. ABBEY CT. PYRUS CALLERI'ANA BRADFORD PEAR 20' O.C. 15 GAL. 15 EA. -- 'BRADFORD' STORM DRAIN IMPROVEMENTS KENSINGTON PL BRACHYCHRON BOTTLE TREE 25' O.C. 15 GAN.. 45 EA -- 30• CONSTRUCT 30' RCP D LOAD PER PROFILE). LF 770 POPULNEUS ( ) -- -- AMERSHAM PL. NCN 20' O.C. 15 GAL. -- 12 EA. 31 CONSTRUCT 24' RCP D LOAD PER PROFILE LF 1,657 210 -- MAGNOLIA GRANDIFLORA ( )• 'ST' MARY' 32. CONSTRUCT 1 it RCP (D LOAD PER PROFILE) LF 894 -- -- BIRMINGHAM PL MAGNOMIAGRANDIFLORA NCN 20' O.C. 15 GAL. 45 EA. -- 33. CONSTRUCT MANHOLE NO. 1, (33' PIPE OR SMALLER PER CITY STD. PL. 318). EA 10 -- -- 34. CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 EJB 3 -- -- CHESIRE PL MAAGNOMIAGRANDIFLORA NCN 20' O.C. 15 GAL. -- 15 EA. 35. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) EA 26 -- -- TOTAL 206 EA. 94 EA. 36. CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL. NO. 333 -- -- 2 -- R/W I R/W 37. CONSTRUCT JUNCTION STRUCTURE NO. 1 (MOD. OMR M.H. SHAFT) PER CITY STD. PL 318 EA 6 -- 46' 4' P.U.E. & * CONSTRUCTION NOTES FOR STREET TREES : 38. CONSTRUCT 36' CMP CATCH BASIN PER CRY STD. PL NO. 311 PA 1 1 SIDEWALK ESMT. 23' 23' * I 5' 18' 18' 5' 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 4' P.U.E. & i I I � NOTE: FOR SIDEWALK LOCATION SIDEWALK ESMT. I I I ( ) 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT ALONG THE SIDE OF CORNER LOTS, THE SIDEWALK SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT IS LOCATED ADJACENT TO THE CURB AND IS 5' WIDE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 10.03' 3 1 AND ALL ABOVE GRADE FACILITIES ARE TO BE CITY INSPECTOR. 2 1 2 I LOCATED BEHIND SIDEWALK. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING I 2% I DMSION. 4' 4' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. R = 67 T.I. 5.0 COVENTRY CT., ABERDEEN CT., BIRMINGHAM PL., STRATFORD DR., HIGHGATE DR., ABBEY CT., PICCADILLY CT. TUNBROGE CT., QUEENSBURY DR., AMERSHAM PL. KNIGHTSBRIDGE DR., CHESHIRE PL.. & PEMBROKE CT. AND PORTIONS OF SILVERBERRY ST. (TYPICAL) 46' R/W - INTERIOR STREET/CUL-DE-SAC N.T.S. N.T.S. LANDSCAPE MAINTENANCE WEST EASEMENT R/W FUTURE WALL VARIES-0' TO 32"f MAX. EAST R/W FUTURE WALL TR. 15871-1 LANDSCAPE MAINTENANCE LOTS 32, 33, 34 & 35 I 60' VARIES-O'EASEMENT MAX. LOTS 36, 37, 38 & 39 22' TR. 15871-1 30' 30' UP SLOPE UP SLOPE R.G. PAD 12' 18' 18' 12' R.G. PAD 1.0' El 0.5 4' 0.03' 4' 0.5' SOUTH 2 1 2 R/W -----1.7%-- - ---1.7%----- LANDSCAPE MAINTENANCE EASEMENT NORTH R/W 3 FUTURE WALL VARIES-5' TO 10't MAX. I R/W FUTURE WALL 3 TR. 15871-1 1 66' DESCRIPTION OF REVISION DATE CITY LOT 64 & 65 APPROVED: 2 33' 33' 2 UP SLOPE FUTURE WALL (UP SLOPE R = 6'7 T.I. s 5.0 CITY OF RANCHO CUCAMONGA R.G. PAD 11'.01 22' 22' 11' R.G. PAD 1.01 2' 15' KENSINGTON PLACE �aeR��ECs�O"9� STREET IMPROVEMENT PLANS FOR .T MIN. .L1 �Q �� 4", �y ' Mak 1 (TYPICAL) 60' R/W - INTERIOR STREET ' No. 20596��" m TRACT N0. 15871 - 1915871 -2 & 15871 0.5L 4' 0.04' 4' 0 5 TYPICAL SECTION & 18 N.T.S. oc Exp. 9-30-01 TR. 15871-1 2 -- � 2 �� MISCELLANEOUS DETAILS CIVIL LOT 67, 68 & 69 ---_ ��---- - 1.79- - - yr DOWN SLOPE 7' 3 _ , ---- R.G. PAD APPROVED BY ,/ � l' DATE: - - CITY ENGINEER �/ RCE NO 24953 R = 67 T.I. 6.0 CITY OF RANCHO CUCAMONGA DESIGN REWMED rca comauc rime R.C.SILVERBERRY ( STA. 6+33 - 9+52) =' • 1132 �--' S'"3w n,-m, 1pn Homes, �� BENCHMARK NUMBER 16389 .w..a rae14 M 251-015 - • ELEVATION : 1297.297 DRAWN ww.•W BOOM"" SHEET (TYPICAL) 66 R/W - INTERIOR STREET p 24' EAST OF � ETIWANDA AVENUE D.L. 2 OF-18 4490 VON KARMAN NEWPORT BEACH, CALIFORNIA 92658-7520 (949) 833 - 3600 AND 40' NORTH OF � BASELINE -- BRASS - - - BRASS BENCH DISC IN TOP OF NE END CHECKED 0 20596 DRAWING NO. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. 1677 DATE �_! IFILE NO PROJECT SHEET NO. OF 34038\IMPLANS2\SIP02 9-01-99 L=40.18' m w PART 100' VC O.C. n o 1 3a� 94 �4 /4 M U M C +ail � ,� r njcc to O r y _ t t7f Os 3.� PAM too, va .� O.C. an &p M fi0P VWtY CURB r. N �j P11=398.28 M 2.0 L4- 42.24'06 .t O.C. _ ! ♦ = rn e/ 40.15 A/4 4a� t ori o rn I A/4 e a L 42.41 ! v, N� MM CO + + U O.C. R' q0l 14, ta 06 toU U U W r rn W y4 y4 y4 y4 m �., + M i 1 fiOP OF W LY iCU B 1 : _ N U 9'4 9�4 9' o 00 cl 00 rn g `� � � L ' O Og M g f` �[V +� O.C. N ^ 9� EXIST NG CURB c + , r t g� m L= r r { M L 57.90 BART. 1 b0 MC c r ORAD P1=385.75 . A/4 e/4 "� '06x 390 8cs - , #�1 bGo : - 50 tD rm ♦M N 00 N tC N vj M ' CL + M M so LO 00 +m id N to N ^ t71 OD i _ 00 �c 'GRADE •a� a, r�,� + Z + + ' �M t ki M� �N O t Ln - � + 14 t� t Ki�, + 2A o 3. m N TOP OF E`tY CURH 3 t + .rn • _ - . f r 14X3' 11C � rt �tAB' VC � PI=385.72 +rn PI 398.35 M m 390- , . W � � N � , �, . _ �, � . g M tv L-4 .62 0 -tdc� O.C. - ^ rn N 'n dao N s , Dom N L 42.41 fe! ♦ M ♦M _ + + 9'4 9'4 9'4 9' pp N c _ N M O.C. C) 1 .74 ♦ , ^ M Y4 Al, 9`4 '`4 w M ' �- r ♦ to p + Qf n �' ^ M M N N t� to tp '� DIST: PAVEMENT tc om ao Ki Q' �4 � °l{4 Alr4 Z O No o wo- + °y4 a S .r 44 44, M L 1.95 L�54.65" VC 86AT VC + PI=387.03 PI-386.09 O.C. 9'4 9'4 4 Al* 9' 4 , 'Z M 400 ao 90 ILI 3 ,. to cp 1[j � r , r if3 Lc) 16 M to i aQ •n 00 r7 M iL) co tC tG tp N►'� + N 00 , r r r , , - - - - - v M PROFILE SCALES . TAN. R=-1.33 HORIZON. 1"=40' " i VERT. 1' -4' 1 D OSTING CURB 5' 4' 5' 5• 3 4 5 PLAN SCALE 6 S' g g =40' S, � � 10 11 5' 5 N CONSTRUCTION NOTES 00 + + 0d + + + + CF "' �' °O00 L=5' N N N N D6 SC ,� cR ti L=5' o0 ZC 39a F�GF�G G Qt CONSTRUCT 3' AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) - �` CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. ,5��,�1 `�'`�� •�� ,� �` � � 'EIS'4r c`I T SCALE 1" =40' g�• v c' 8 q s o�Q, Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. h � •�� „o, g� � �� --� v tla -A � 4Q CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. �' l o f � 5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A, VICTORIA PARK LANE Q,;� wT � ` Q �x> Xyj SEE SEPARATE PLANS W. NO. 1677 STRATFORD � p CB. 8 -P �' CB. 6 © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A 96� �s�� Ir C B. 10 SEE SHEET N0, D R. �� > O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. �� XS HIGHGATE D R• ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CrrY STD. PL 307 'CASr" AS SHOWN ON PLAN. 3 5 VARIES ARIES s, �ti k �/ �B ► �"' �� CO r x �� SEE SHEET NO. 6 r' cc 9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A dL 401-B. _ 33 34--- - 4 °`X,,`�"� m o rr�, Jr� �J� m Q - LMD AREAS -- - -, v �,• �y,otic e 10 INSTALL STOP SIGN PER CITY STD. PL. 401 B. (R1) _ J °y l U m g 32 I�I 9 h � �i o 13 3 ' qe Ey -0 LO k __J - _ � o, . h 2 2 4'9I 4',0 cam+ d �' 11 STENCIL STOP' AND STOP BAR J , ,� `'ry ry 21 Fo - � - 0 1 2 SEE SNE COCIR Q ET �3 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. g'n+Asr av a_o � M CA� 4 4 � ao � mo3 NQ T Q \ �t'RM FOR ST. CTS• C0�.4TED AT g.0 w. to o v v 3 M, 14 ADJUST SEWER MANHOLE TO GRADE. 0 3 3 1 Y /� 3 nr 0 Cn ►�+ ') o ►� °° R26 a 16 Q » c+., - , `` Q R?6 9 W 4 15 ADJUST WATER VALVES TO GRADE. � Q� 15 + 5 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 7 - - >� 1 H 2 - 1 4 FUTURE - _ 4�(8 D TD- 3 w / k ; L S -� Ivyzo -15 2s - 6 8 w STREET w 8 2 E --,�- - - I -- - - --- - - - - - - - -- - B --- 15 w LT I I9 AZh sv 3 3 6 I 4 4 x `" ' R26 3 °° 4 r o 3 2 ,�� h w o+ Wmto 16 R �/ � P 5' c \� wm co + m /moi 37 ��' 15 3 13 6" �� (TYP•) 9 m 4 co c� > 90 TYP. v ! 1 X99, 616 313 C6 38 , ` s? N b b h� �' �. 103 �g �, �� + + 3 li LIVID AREAS �� c ' eco h s+.` '�'�c �� ^ ce ; .��00� 13 N b� �� ,- �-� � t, � �o°P 10� DESCRIPTION OF REVISION DATE CITY b a. �� ,� �, o .�'�' 79 ' O APPROVED: 0.Li y� 1, .SG �. b >o v �_ 6 >`� KENSINGTON Pl.... . �6� �s ��. ^� W N rc 3� ��' CITY OF RANCHO CUCAMONGA O + N N ± 7,58' S' 4' s s ` STREET IMPROVEMENT PLAN FOR � 1 4 oFEss, 5' rt * h _ y 00 + + o Q� oN�l � h h 0 8 + N OD + N L-5 C CURVE TABES 5' U Z �� o ti KENSINGTON PLACE m N o >` ° CB. 11 5' " c w # D R L T L 110 14 24 27x00 51x95 38 , 73 2 � cn _ � s - A 94°47 ' 13' 35 . 00 ' 57 . 90 ' 38 , 05 ' M 3° 03 ' 16' 318 . 00 ' 16 , 95 ' 8 , 48 ' S' 10' S 5 No. 20596 rTz CB. 9 a Exp. 9-30-01 TRACT NO. 15871-1 & 15871 B 89°28 '52' 35 . 0 0 ' 54 , 66 ' 34 . 68 ' N 23- 15 , 00, 282 - 00 , 1 14 r 43 ' 58 , 01 ' CB. C 19° 05 '46' 282 . 00 ' 93 : 99 ' 47 , 43 ' 0 23° 15 ' 00' 300 . 00 ' 121 . 74 ' 61 . 72 ' D 19° 05 '46' 300 . 00 ' 99 : 99 ' 50 , 46 ' P 22°51 120' 318 . 00 ' 126 . 85 ' 64 . 28 ' �� CAt�F APPROVED BY : ! '� DATE: - E 19° 05 '46' 318 . 00 ' 105 . 99 ' 53 , 49 ' Q 90° 00 ' 00' 27 . 00 ' 42 . 41 ' 27 , 00 ' CITY ENGINEEI "� Gi i��Le� RCE NO 24953 F 20627 ' 03' 318 , 00 ' 113 : 50 ' 57 . 36 ' R 89°37 '55' 27 . 00 ' 42 . 24 ' 26 . 83 ' DESIGN �' G 38°30 ' 00" 300 : 00 ' 201 : 59 ' 1 04 : 76 ' S 90°26 '27' 27 , 00 ' 42 . 62 ' 27 : 21 ' CITY OF RANCHO CUCAMONGA moo -com uc ri� RE ED R.C. £" H 18°25 '52' 282 : 00 ' 90 . 71 ' 45 : 75 ' T 17° 09 '45' 518 . 00 ' 155 . 16 ' 78 . 17 ' ""°c,w14 �'�" F'n's' -- BENCHMARK NUMBER 1636 - - »- a�:. s: +, --- I 84° 17 '24' 27 . 00 ' 39 : 72 ' 24 : 43 ' U 28°33 ' 00' 500 , 00 ' 249 . 15 ' 127 . 22 ' ELEVATION : 1297.297 DRAWN � - ._ SHEET J 92* 17 ' 18' 27 . 00 ' 43 : 49 ' 28 . 1 0 ' V 28' 06 '33' 482 . 00 ' 236 r 47 ' 120 . 66 ' 24' EAST OF C ETIWANDA AVENUE D.L. _ 3 18 AND 40' NORTH OF BASELINE. SET OF _ K 81 °33 ' 19' 27 : 00 ' 38 . 43 ' 23 . 29 ' W 85° 15 '50' 27x00 ' 40x18 ' 24 : 86 ' CHECKED DRAWING NO. BRASS BENCH DISC IN TOP OF NE END �NO 20596 OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE _ 49FILE NO 1fi77 PROJECT SHEET N0. OF 34038/IMPUANS2/SIP03 9-01-99 40.39' VC L=47.17' PI=426.02m O.C. U w 6/4 � 9'4 Y4 v N • 00 �N� PI=422.43 �'i t + t x o. . . Lz*42.41 8X m O.C. rn , R=5r-to . JL . _ _ w c"3 t 139.ft VC 'O.C. '/4 °!4 °Y4 &/4 r ,r _ m CO C., L/2=69.44' Pi-441.44 L/2=69.4A M� L"--0.41 ao t t M + 91s 9'1s 9'6 9'G 0 0 S o, °� 'S U �4 �4 y4 9`4 0 o gi + '50' VC 'TOP OF Vtl'tY Ct?RB ► = , .r 2 DD 427. PI 437 8 °a w _ < LO 06 C6 06 t-z U Li r4v TOP OF >CURB p ea r- 00 o m N`° M �+ 1.80 _.. 50, ^O� rrN �� +►� +t M i QfN �B� +N =l7. ' M PI=422.40 M + .r *� , O.C. :- t*95. O.C. 43.53 ..;,r �n PI=429. TAN. z : 415 + PI=419.77 _o> + 4• 435 Lf 2=47.73' 2=47.73' m tti M w a- o m ''' v 5Ey' VC 2 + ,� •- M °Y4 9'4 4 °Y4 _ a m v PI-439.26 0 c 0 PART 60 co °'• $r PI=427.19 L 40. - 50 VC. r p> N c7 goo ao r- + '19G •t N t PI=437.77 ao ao +.r �� O.C. - 0� ' 1. X + Z• m 6'4 g'4°Y4 NN U N 440 O s .2 to 0 0 h to cco c + 'CO4 F4 : M �} eF M rDapn 1171 Y1U _ .i ♦ < , , _ It 3• -4 2 .41 3 L 4 , O.C. 2.43 p 4'15 d 4 '°1i °I'4 g`4 U . 4�5 ,,, + 50' VAC ALONG CROWN LINE a PI=419.80 m 3'S4 t. b#.3 ' 6Y4 4 6/4 �4� v N _ : O.C. o +i 9'4 #`4 °�m 00 L-42.41 Of id + N04 w co to W T OF CLY CURBitAn -- ^ � 4 �Y4 Y4 �•5d7t .r L=42.41 •.r =69.44' 2=69. ai 9' 3 O.C. : : TOP OF ELN CURB _ � . - - L 138.89 YC O.C. _ _ �i =3"7.34 PI-441.44 4`15 �.- 435 ++ O.C. . , , , r 3• M PROFILE CALFS < , HORIZON 1"=40' co + .. I VERT. 1 =4' 10 11 12 13 14 15 PLAN SCALE 2 3 4 5 1"-40' I �ti o S SCALE 1"=40' 00 o a w LLj c? _ CD z 04 TUNBRIDGE CT. rr-� r� �� Y"P SES R1 436 6 s s �" YsSCALE 1" 40' SEE SHEET NO. 10 r �`)� wOJ �E A vA 31 0 _ o 0 � 13 S 4 13 � `� n - 0 + $ �27 26 1 1 78 S' 64 ��J� ( ) co 3 �► 30 N 29 � 28 M s�, S � 25 `� s z m 40 32 16 + ,� 3 (TrP.) CD od m 4 4 v TRACT BOUNDARY ,N to�� TYP. v 4 6 + m + ``� + + 3 3 + + 3 16 o m + 3 ^ 3 0+o m --� j (TYP.) + cv 3 + w N m 3 + �„�x ( ) w ��'2 N N �, � + th = 1 16 9 �* ►� b 16 42 ��? 43 o o s _ 24 2 �s Z H _ _ - = - - - w 53(3d' 33 w,� 1 I E 2 1 3 4 7 V(t 6 F- 1 2 7 A 14 2 14 R 26 1 11 INT. ��N� 2 d 15 CRpw `W 12 1,4 15 y' 15+10.70 KENSINGTON PL. 4 °�� E A G 1 N 2 R 26 15 2 15 2 R 26(B) =5+91.91 SILVERBERRYBc � w ' 41 34 - 1 H W 1� - 't: 3 �ti w W d' - ,___ _ + v � � 1 7g� sw N f R�S� 16 I R 26(B) s 3 16 o m g 3 - 9 Co N I + 1 �i�`t �' 3 (TYP ) 7 8 � a �- (T(P.) U 4 a ao 49 5 0 5 18' 18' 5' 1 21 rr, �., U + m4 ov to 6 ' 13 ��' ii C� 0 5 SIDEWALK + Z 0 70 4 + W + m KNIGHTSBRIDGE' 3 6 + o w ,� 69 2 22' SILVERBERRY ST. ! x 23 0 5' ,18' 18' z EASEMENT 13 z N m ��-„ SEE SHEET NO. _8 RIDGE DR. 6 22 3 _ Z Z SILVERBERRY ST. SEE SHEET NO. 12 • �< rr�, f�J� ^ s QUEENSBURY DR. SEE SHEET N0. _8_ - -- 1 N 04 SEE SHEET NO. 13 CHESHIRE PLACE 6 DESCRIPTION OF REVISION DATE CITY APPROVED: KENSINGTON PLACE 1 -- CITY OF RANCHO CUCAMONGA PICCADILLY CT. STREET IMPROVEMENT PLAN FOR pFESS� SEE SHEET NO. ,o �� KENSINGTON PLACE AND CURVE TABLE �� CONSTRUCT10N NOTES o R L T � No. 2rn 0596 i CHESHIRE PLACE 0� Exp. 9-30-01 � 1 O1 CONSTRUCT ' AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) Q9 INSTALL STREET NAME SIGN PER CTTY STD. PL. 401-A do 401-B. A 9 0° 0 0 ' 0 0' 2 7 : 0 0 ' 4 2 : 41 ' 2 7 : 0 0 ' *� Ci V ll �* TRACT NO. 15871-1 & 15871-2 B 10 0° 0 5 '2 3' 27 . 00 47 . 17 ' 32 . 23 ' qTF _-_-- O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. 10 INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) C 86-22 ' 00- 27 : 00 ' 40 , 70 ' 25 . 34 ' CA��F APPROVED BY - /� - DATE: , O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 11 STENCIL STOP" AND STOP BAR D 94° 17 '52' 58 , 00 ' 95 . 46 ' 62 . 52 ' CITY ENGINEER RCE N 0 _24953 4 CONSTRUCT HANDICAPPED RAMP PER CITY P 1 127 . - --- CO UCT D ED ACCESS E C STD. L 02 do 03. 4 ' 4 ' 1 T E 79 1 02 0 0 37 : 3 22 : 35 2 CONSTRUCT 8' 0 6' CF CURB do GUTTER ORE ED � CITY OF RANCHO CUCAMONGA �roacoNaa� r�Nv Q5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A< 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 8' MAS? ARM FOR F 1 0° 00 ' 00, 1 02 : 00 , 17 : 80 ' 8 : 92 ' R.C. ""' sow ' 'O Sr. LTS. LDU1TEfJ fFT 6.0.W. G 119°25 ' 04' 27 . 00 ' 56 . 27 ' 46 . 22 ' BENCHMARK NUMBER 163B A�ilosw4l-"lOk0"14• '"'� ""'�'�' - - - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A 14 ADJUST SEWER MANHOLE TO GRADE. DRAWN a,�„• a'�f, SHEET H 209°25 ' 04 ' 38 . 00 , 138 : 89 ' 144 . 76 ' ELEVATION : 1297.297 �-• .,�-.. , .�.•-... Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. 15 ADJUST WATER VALVES TO GRADE. I 79° 14 ' 02' 45 : 0 0 ' 62 : 23 ' 37 . 25 ' 24' EAST OF ETIWANDA AVENUE D.L. 4 OF 11 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE7 AS SHOWN ON PLAN. 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. J 29°51 '46' 15 0 . 62 ' 78 . 51 ' 4 0 . 16 ' AND 40' NORTH OF I BASELINE. SET CHECKED DRAWING NO. 0 O BRASS BENCH DISC IN TOP OF NE END 20596 OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE _� 5hLE NO 1 677 PROJECT SHEET NO. _ OF 34038/iMPLANS2/SIP04 9-01-99 L-38.43' L=5195' ts-t 09.24' 99.5T .C. O.C.I.9'4 &/4 &/4 O.C. TAN. �`4 n �'# o ��{ ^ ^ LLJ c6 Qs f M a 01) 900- j NR'i L=395.32 P1=394.80 M t7l ^ 13 M .cp ^ tj + O M O M M t7f 5(Y VIC to -tfj h Q, M rn + M .* `rid: 4d' VC 4.14' _ . = 1.802 ♦M t o> PI-391.63PI 391 97 d W ♦ U i � i • to P1=398.53 +M�+� M m M no N rop OF LY cue 040% ALON CROWN LNE g rn 00 to o 50 VC M M �o►�aj M P =395.29 + ♦ M + 5±d' 11Cad d n tci co ♦ ci PI=394.77 .r M ^ i a rn e PO 506 ,ri � o •84X "' m ♦M P=3 1.68 -� � cy +M Mpr f Imm+ IR _.. OO_ •- MO n -0.9876M��'g �� ui 0)M C'4 rn L-42.49 L '.9.72' Lt43.49' �T.43 in + o M r M + •-M M O.C. O.C. , ,o so + O.C. ^ e�4 _ 4'4 a 0• 4 _ m 9f4 &/4 1 _ 9'4 �4 9' 1=52.54' N " "� �4 �' ^ � M 1?� W to to h r"`. N t -♦ N N : 0 C. O.C. to ^ rn tci OD M + `'� 4m °' cw o>, ^ �� 41'4 6/4 &1. 9'4 9'4 g'4 °l�4 o> ,t - - _ M !7 + d.5 ± t�7 M O► c6 M p M - 7u^ M M M tt W ♦ tr M^ N 160 1•�X . t+ M M PI=3 1.63 t 41.81'` M vSL O.C. 1395 •r m Go M»Of O Zn M M @H •4z + +M +M N fir: e► r In it RO M _ 0.40% ,.- . < , < . . , STY R . TO01` SLY Cts � : , ia 1 : : PROFILE SCALES HORIZON. 1"=40, • , : VERT. ,' 4' PLAN SCALE CJ 6 7 8 CONSTRUCTION NOTES O1 CONSTRUCT _3*- AC OVER 4'_ AB. (INTERIOR STREET MIN. STREET SECTION) O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. OS CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. P X X6+6, © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A ''l?�� ,' _ r _ - _ 7O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. '�Fyry KENS/N Lv, rjc , -1-5-j � 1 J ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' AS SHOWN ON PLAN. 6 6 s off, SE GT p _ _ 'yo o E SH N P 9O INSTALL STREET NAME SIGN PER CITY STD. PL. 401 Ado 401 B. ui 25 _ 2 3 o AOS 6 2 2 2 s Np ` 6 610 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) 24uj b __j 6 6 102if STENCIL STOP AND STOP BAR 6, N3 3 , v~i 18. * � 0 0 io g g m o g 8 s BIRMiNGHAM PL. 12 CONSTRUCT 8' TO s' CF CURB do GUTTER TRANSmoN. + + ) II 2 11 4. II U v6 O2 ^ 3� 3 0 103 '� � �' + (TYP.) M 3 � `� 6t � � 9� SEE SHEET NO• 7 O INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 6'r-,A>T^RN• FOR 26 3 .� 16 +0 •r N u 2 o 13LO 16 �+ 01 ( 3 0^, of 6v ?0 I Sr• Lrs. coc/4TED ,4-r 8.O•w• �� ' `vN m + 3 pD 3 ; n it �o I 18' 1 y 14 ADJUST SEWER MANHOLE TO GRADE. SCALE 1"=40' 13 - - + B p 42' - R1 3 ^ r 3 15 ADJUST WATER VALVES TO GRADE, N'Y 2 l c 4 o D �K� -- `� W 5 2 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. C 1 2 + - 46• cr 4 8 � � R Li 1 27 DR 2 )i E R1 11 I 15 14 2 M 8 k 1t,CORD DR, o�� - ' 1t J 2 _ +F __- __ � P Lj S - _ I E ❑ --9 +6g 2p 61RM Go 5 Z B 3 � ,6 -, 1/�kG25� 8C . w a m m 16 c**' m 4 �,, �,, o 3 + W N LO o � 3 m � �pt � uj + 43 a + 12 ", 35 - 51 '�0. � � w �i � � � _ Rt mr� 16 ,°moo G? `� 2 8 ,; 3 C (TYP.) - �i (TYP,) R, COVENTRY CT. N I 13 V CT• 44 m 3 SEE SHEET NO. 9- PL• ABERDEEN 2 + 3 KENSINGTON SEE SHEEP CURVE TABLE SEE SHEET N0. 3 DESCRIPTION OF REVISION DATE CITY APPROVED: ° R L T 0) � _ ti 50 CITYOF RAN HCUCAMONGA107 °55 ' 03' 58 . 00 ' 109 , 24 ' 79 . 71 ' �,, v, �, +' o rn ,� O �. �N ��° STRATFORD DRIVE " 2°' _ _ _ B 90° 1 0 ' 0 0" 27 00 ' 42 : 49 27 . 08 o J a^, I c 81 °33 19 27 00 , 38 . 43 ' 23 .z9 ' > > w 2o' STREET IMPROVEMENT PLAN FOR l n �' T �� `' 16, + �pF ESS D 11 0 14 24 27 : 00 ' S1 . 95 ' 38 . 73 0 �' �•. ti�v� �G 20' oe Nil E 8°43 ' 0 0' 3 0 0 . 0 0 ' 45 : 64 ' 22 . 86 ' ��b ,�ti 20 ��`� �� ° �o <� STRATFORD DRIVE a ti �G Q F 84 ° 17 '24' 27 . 00 ' 39 . 72 ' 24 . 43ea' G�9N15 �, �, No. 20596 r" m G 92 0 17 ; 18' 27 . 00 ' 43 , 49 ' 28 . 1 0 ' �59�1, G��G Exp. 9-30-01 TRACT NO. 15871-1 & 15871-2 H 5 06 56 282 : 00 ' 25 . 18 ' 12 . 60 ' yg'��5��`�" I 15° 13 ' 00' 300 . 00 ' 79 67 ' 40 . 07 ' ^ 20, 20• ,00,'� 'b,�1c "V q�F� CALIF J 7 °58 ' 09' 318 . 00 ' 44 . 23 ' 22 . 15 ' 0 16, 2o' 20 �� b �, �' w APPROVED BY �, DATE: - - K 17 °26 '26' 518 . 0 0 ' 157 . 68 ' 79 : 45 ' + o cy•' r moo,'` °jQ �~ �` aL `D CITY ENGINEER 24953 - - . ---- �, + g � �, oo• � � � � � ��, RCE N 0 L 17 °26 '26' 500 : 00 ' 152 , 20 ' 76 . 69 ' + ai "' b� N NT aw DESIGN r a coNauc riNv RECO ED M 1 0 e 31 '47 - 482 . 0 0 ; 88 : 58 ; 44 . 42 ' c+ + CITY OF RANCHO CUCAMONGA R.C. ..AD � N 1 1 1 29 39 27 . 00 52 , 54 39 : 65 BENCHMARK NUMBER 163B �«�""""�° F'=1'�a - - ❑ 105'25 ' 00 27 00 ' 49 . 68 ' 35 , 45 ' CB 25 CB #26 ELEVATION 1297.297 DRAWN SHEET P 93 39 '35' 27 0 0 44 . 14 28 78 24' EAST OF It ETIWANDA AVENUE D.L. J •• 5 18 ° : ' ' : ' AND 40' NORTH OF � BASELINE. SET ..--OF Q 88°43 '26' 27 . 0 0 ' 41 : 81 ' 26 . 41 ' BRASS BENCH DISC IN TOP OF NE END CHECKED 0 20596 DRAWING NO. -(-RT 9 0° 10 ' 0 0` 45 , 00 ' 1 70 . 82 ' 45 . 13 ' OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE 1' FILE NO 1677 PROJECT SHEET NO. 4 OF 34038/IMPLANS2/SIP05 9-01-99 L*=133.24' VC r t _ O. 60.62 C. , , • 1r L*4 .241 r f, , i i i ti L-42.62 r 83.66 L--4 .32 , O.C. v TAN. O.C. O.C. OD kal p � - PI 24 ' '�Y4 403. tC40 W8 94 o. 44 i gLu� 4 N p v +ri + mp d d q+� �p W C4 t4i W) ID t q t0 cq Of -� _. N_ N + '.N U Q' g TOP OF N LY CURB m ♦ r N M I i �/� N , , , JU 1�i T .� i z d = yPl 4061 . 0 z O a W d N UJ c� ' D tp O • v 8 - g *c t g O W r r • g N PI 403.2 o .50X � : - 4 X40 gg� 1 .r 4 as cO M O.C. aci _ pp �� 30 VC r. tb rn N ♦ Op ♦ 11. , ♦ /�n' + N 1�Qtf � N� in M M N N N 17 0 , : N� . , O ♦ dd , 111 i1 h 51. 0 VC - 1. �:=4�. r 400 PI=404.17 :L=+ 2.41• , . . O.C. M O.C. iG i : , r , i , d •o �t`4 1°Y4 9�4 : - 4 _ eY4 Y4 TAN. � 1.4�X N os r , c.> , g �, _ , . N r- (a d ♦� t W M �N Qs + N M pp cD , U O ` N N p N C� o to 1M DO d O� M N m 916 9'6 9'16 9'16 9'6 �^�N TOP OF S'LY CURB Ll2 6.62 1,/2-66.62 w N M 0) °D L-133.24' VC N _ .t i o O.C. N , , as cQ r+ , , 107.7 0' _ _ - TAN. O.C. w i PROFILE SCALES 9x4 9� 9'4 9' , HORIZON. 1' =40' O.C. _ - . VERT. 1»$4, - L-40.92 . 1 2 3 4 PLAN SCALE 5 6 7 8 CONSTRUCTION NOTES 5, 5, 5f 5' S' 4.81' 0.19' S' 5' O1 CONSTRUCT _3'_ AC OVER _C AB. (INTERIOR STREET MIN. STREET SECTION) + + + + + 2O CONSTRUCT A2-6 CURB do GUTTER PER CITY STD, PL. 104. °° s fi LZ 3O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. l\ r ,o� 19 m 5' � c ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CfTY STD. PL 102 & 103. -.1 `L •� to � CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. �s�` � 3� - - - �• `�99 �5 C © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL, 101-A �h y INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. r4~' �� `' `'�Q `��' 11 % '� N .N v' ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL, 307 'CASA' AS SHOWN ON PLAN. cp � ' ' 9O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-8. SCALE 1" =40' 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R,) �6 CB 18 0� Q� CB 17 11 STENCIL 'STOP' AND STOP BAR 3 r - 12 CONSTRUCT 8' TO 6' CF CURB do GUTTER TRANSITION. KENSINGTON PL. �~ c� °� �J� -' INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. B' n,r+sr ARM 15 0 6 °r° SEE SHEET N0. 3 FOR ST. Ors. L0e_AT6D Ar 8 .0-W. 1 2 6 9 0 6 14 ADJUST SEWER MANHOLE TO GRADE. 16 �'3 m g ��0 89 6 BIRMINGHAM PL. 14 6" 6 6 �' 2 2 x`o 8 8 0 15 ADJUST WATER VALVES TO GRADE. 3 ' X 3� 13r 13 ,8' �' 87 6 SEE SHEET N0. 7 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. W l 1p 11 h £ 'R w � II (�•) p 6 2 \ 3 �`O(TYP•) 3 4 M m + 3 16 3 3 N + 3 8 6 6 13 g M 85 ' OWy ��' p ,Z 16 i (D3 rn 57 ? N + Cn 3 ZE> 14 ��', F 2 I H 14 �' co + 3'0 3 o a w 4 =10' B �- y 16 + 1 3 ! Y OR 6 W-16 2 't1� S _- 3 Z :,,, 4 g 2 M l+a5' g1RM1NGtlAM D bo - 2 5 l9 .� �Q G w + + + - N 7 8 16 - - M 00 00 Ln 3 N o 56 17 _ W 3 16 W R1 4 i - o (TYP.) 0 13 CITY _ - y, (TYP.) °� io co + Co 4 92 �, io 3 � N DESCRIPTION OF REVISION DATE APPROVED: *zo C4 C14 03 3 19 -- 320 + � 3 91 s 6 93 _ + R, + + 18 21 03 � `� 16 � � � � - CITY OF RANCHO CUCAMONGA CURVE TABLE 6 6 N6 "6 �3 6 94 � 3 (TYP-) � � 4 a # o R L T 6 + 95 - 0 ' 4 4 55 - a zoo°54 ' 1 1 ' 38 . 00 ' 133 : 24 ' 206 0 0 ' 6 96 STREET IMPROVEMENT PLAN FOR 6 Q�pF ESS ION B 27° 15 ' 00' 300 . 00 ' 142 . 68 ' 72 : 72 ' �� C. C 27° 06 '49' 1 00 . 00 , 47 : 32 ' 24 1 1 ' HIGHGATE DRIVE ") n �� HIGHGATE DRIVE D 6* 12 '38' 318 . 0 0 ' 34 : 4 7 ' 17 : 25 ' � `�' No. 20596 � m TRACT NO. 15871-1 & 15871-2 E 89°37 '55' 27 . 00 ' 42 . 24 ' 26 : 83 ' * Exp. 9-30-01 F 90°26 '27' 27 . 00 ' 42 , 62 ' 27 : 21 ' s� C'IV1l �P G 90° 00 ' 00' 27 , 00 ' 42 , 41 ' 27 , 00 ' 9TFOF �F _ CAL ° APPROVED BY DATE: H 14 20 00 318x00 79 . 55 39 : 98 ' I 14 °20 ' 00' 300r oo ' 75 . 05 ' 37 : 72 ' CITY ENGINEER , / _ RCE N 0 24953 CITY OF RANCHO CUCAMONGA DESIGN Aix i CONSUL riNy RECOM NDED J 14°20 ' 00' 282 . 00 ' 70 : 55 ' 35 . 46 ' �� K 14°38 '33- 282 : 0 0 ' 72 . 07 ' 36 : 23 ' R.C. '�` L 14 °38 ' 33' 318 . 00 ' 81 . 27 ' 40 , 86 ' BENCHMARK NUMBER 163B "'�CA 9 14 "�° ""'5"M' M 86°45 ' 18' 27 : 00 ' 40 , 88 ' 25 : 51 ' OW ,. FAX m,-m,. ELEVATION : 1297.297 DRAWN -•••�-t_�, �� SHEET 24' EAST OF C ETIWANDA AVENUE D.L. 618 N 86°5 0 ' 04' 27 . 0 0 ' 4 0 , 92 ' 25 . 55 ' AND 40' NORTH OF BASELINE. SET OF__ D 14-38 '33- 300 : 00 ' 76 , 67 ' 38 , 54 '_ BRASS BENCH DISC IN TOP OF NE END CHECKED 20596 DRAWING N0. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE ILE NO 1 677 i PROJECT SHEET N0. _.5 OF 34038/IMPLANS2iSlF106 9-01-99 - ---- ----- ----------- U W n L-40.1118' w i O.C./� r , t • 2' < O.C. 4 : 6/4 1/4 Y4 i i M , N i - UU 1 ; W Y , , ♦ • .. - a 5 • ♦ a _# . - 2 .. - i e- ., L #. + y _ I .f r j. . 1 (. N P. 1. y _ � -4 - 1 1 '� �- t - i 9'4 O O 9'4 17 r i a - - ori : ! rn n vs v, °' ►g'i ocy) L-42.96' vs M 1 4 4 ; . i. I y - : z' • =�44. 4 i - L '� O.C. i 415 PART. 50`14CW a A K4 L�#4. 4' PI=392.67 M �4 °OD 00 ' W 6/4 °�4cb 2� In 8 _ 8fe + N U46 N r " . v7 L-41.b 1i 0 .14. + IN �M did r" + 39:28''! Y4 g'4 Y4 O + �i 57.53' 23.07 L=54.6 ' Lam O.C. TAN. O.C. ONG CROWN LINEn + n 4 A/4 °l/4 �4 "•'• 97.28 VC 42.0b O N °'• v, cti '"' + �_ 00 N N r , m r- <71 O �^ NM M M M • • M M 00 + Y , of a OR pvp; + N v; r7 O - j M - _- cd �.1 GRADE 415 w 4 YC o gyri •n N �► 24.32 24.32 24.32 24.32 'o, 0 3• -; Pl .64 - _ . ori 392 .. . O.0 + PI=416.74 i rn �D 3S + N M co - rz . - cel 23.22 43.59 �, - 2 iri + W z n : , . < , O.C. TAN. w ui a + m� m .r 1 $co rvi uj M 415 oo - Z s vac o 0 PI 392.67 g w a n o , 1 : M - if- CD. , 15.80 ' L-37.40 M 1 t TAN. O.C. a . 00 Q M N '�`� 1 4WD) c _ N �.+ t . i i . .+. .l tam - LL U M r» 01 + •M w PROFLE SCALES 24.32 -241,32, 4.32' 4. _ , HORIZON. 1 40' VERT. 1' =4' -1.3oz 2 3 a� 10 5' 45 5 PLAN SCALE 5, 6 7 8 m �, 9 10 TAN. R=1.8976 a .o o N 8 0 N 00 O ^ -A K CC N cv as tti to + M U t0 U to n + .+� + ^ ^ G� G + so co of 00 3 0$ O6 00 00 on �, b ,1 ul w M M pe) O M M M �yq CF�C de 42.00' 7.28' VC R� G�� o� ss PI=388.21 3g� �v � V �,� a� SCALE 1"=40' `,• ,�. S? �' `N a so 90.64' 48.64 �b �� `' �',� �`O `�� .4� b`� b`� � '1 L=139.28 VC �'�'ti •.ate,`? �, `4 C13 #1 46 45 Ss RAT FORD p CB #3 rr�, J JJ J 47 o 3� 6 6 44 EE SHEET NQ _R• PICCADILLY CT �, TYP HIGHGATE DR. QUFF 3 ( ) , v ET N0. 6 o SEE SHEET N0. 10 13 S£f N$Bv 16 6i W o SEE SHE y m 3 ' s £ Y � `� 4 !+ 1$ 18 v cc 5 6' 18' S 13 j g' 18` NQ 13�R + 9 N U vv H 3 1 96 $' 1 85 74 N 73 (TYP.) 2 i� R w �" 0 9 7 -j cr 4 L" (TYP,) t~n "4 4 °+° N r 9 a • (7yp `\ 4 � n o 4 m + 3 16 ,.� m + 4 o CL: rn 3 16 „+� 3 (TYP•) C14 �,; N M ^, `� 3 v 9 N Z7 -- in v _ 8 _ - -- t' - 'k'� N _ 16 �� _ --- 9 - -- - - A F cr a 3 - 13 _X - __1 14 - - - v / N� EC ` D 5 14 i L ❑ 7 N f CY 1 „� , 2 7 14 l,S9 2 3 J 2 N I 5 1 7 R 15 V w'AO - - ^ 8 _ 15 8 2 t ;� S 2 Z � C 4= P W X (T1 16 Q (p J (� J N - 3 0 TYP. � a v 16 0 3 13 `axe?6� f 6 ( ) rn p .r 3 � D � _ to cr � � + � o v � � 9 6 / ,48 I� 50 " ^ o - �* 3 +� rf on (TYP.) o m �0 ��"l � + + o -o "� a( -- o B/ N + Lp � o rn 56 bio � � � U _ 16 n �11 a+i N ►I + 49 " 52 + ( ) , II �� 61 62 M 3 63 o � 3 �, w f o It + u m � u c� r� o- ,YP• oc,+ + mcp by fi4 cis 6 6 � 0 ►, � w , � + " � � � 3 57 n3 � 59 � r,fi0 v, ,, a + II �I r� a> cc 3 (/ A 6 0 � '3 + 3 p353 v� � 54 � - >_ 58 + 3 p� 6 + No �o< 5 6 `f 6 n 01 - 5 5 = Q'Z 6 13 � it 6 6 ^g 6 13 6 {%a �- � ,, `:, ., 6 g CONSTRUCTION NOTES' N r s 6 6 6 ; 3 z? �,� b .7 g b 8� 1�1Coo CONSTRUCT -_3' AC OVER a AB. (INTERIOR STREET MIN. STREET SECTION) - DESCRIPTION OF REVISION DATE CITY 2� CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. xa 9�G M 3 -' r 6- APPROVED: O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ' ��6 b��v� + + + + + 4'��>>c'` ;� cFj� w �� w �r,3 c� BIRMINGHAMN N N 00 w �c CITY OF RANCHO CUCAMONGA 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 9 PLACE � . 00 5 CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A v 39' w �.l6 `s� 00 N - `T J 10' S' 5' O ,? b o . �� - - 5' S' - STREET IMPROVEMENT PLAN FOR 6" CF l' � © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A 5�W 388.61 TC �',� �' ,� o b,yti' �G CURVE I ABLE ti3a� 388.11 FL ' >� �ti 6�� # A R L T N 6° 02 '51 ' 768 . 0 0 ' 81 . 0E ' 4 0 . 57 ' CB #2 7 INSTALL HYDRANT MARK PER CITY P 1 p ERS E C STD. L. 34. � � � � �1RMINGHAM PLACE 210° 00 ' 00' 38 : 00 ' 139 . 28 ' 141 . 82 ' ❑ 12°30 ' 00' 750 , 00 ' 163 62 ' 82 . 14 ' ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE" AS SHOWN ON PLAN. , �s/ B 11 °4 8 ' 10" 112 . 00 ' 23 , 07 ' 11 . 58 ' P 12°30 ' 00' 7 3 2 , 00 ' 159 : 7 0 ' 80 17 ' I ( INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. s ►�' `'k' o C 11 °53 ' 0 0' 75 0 . 00 ' 155 • 55 ' 78 . 06 ' Q 6°42 '25' 732 . 00 ' 85 69 ' 42 89Coo ' TRACT NO. 15871-1 & 15871-2 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R 1) l�� `� ^' N o _� h � D 19-23 ' 10' 1 12 . 00 , 37 . 90 ' 19 . 13 ' R 12-42 ' 00, 750 , 00 , 16 6 , 24 ' 83 : 46 ' j s ' ` 51 M' + + N E 88°43 '26' 27 : 00 ' 41 : 81 ' 26 . 41 ' S 12°42 ' 00' 768 , 00 ' 170 , 23 ' 85 : 47 - t t STENCIL STOP' AND STOP BAR s' �, + APPROVED B Y � DATE: - 10' S, on F 93°39 '35' 27 . 00 ' 44 . 14 ' 28 , 78 ' T 91 ° 09 '30' 27 , 00 ' 42 . 96 ' 27 : 55 � rl 12 CONSTRUCT 8' TO 6" CF CURB do GUTTER TRANSITION. h ° -- , s' CITY ENGINEER ��---L�CG�I+( L � C�i RCE NO 24953 4 02 ' 02 732 , 00 51 , 54 25 . 78 U 10-40 15 768 , 00 ' 143 : 03 ' 71 : 72 QROFESS�ON DESIGN ------ INSTALL __ 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. So mRs-r AmA CB #5 = CB #4 N 2°54 ' 14' 768 : 0 0 ' 38 . 93 ; 19 , 47 ' V 14° l 3 ' 0 0' 75 0 , 0 0 ' 186 1 0 ' 93 . 53 ; �� E �. q`� CITY OF RANCHO CUCAMONGA DES G 16 w-i c o m u c rime RECoyO�M�ME DED FoR Sr. CTS• COG.4TEp fFr 8.o.w. lC ° <' '�o R.C. �1 r/ 14 ADJUST SEWER MANHOLE TO GRADE. I 14'45 2 0 732 . 0 0 ' 188 . 51 94 , 78 W 6-49 '3 9 7 3 2 , 0 0 ' 8 7 . 2 3 ' 4 3 . 6 7 ,�Q „� �...�.. �..,b, .a, J' BENCHMARK NUMBER 1638 �«. «.�.1• 'M te cq J 19°30 ' 00' 750 . 00 ' 255 , 25 ' 128 , 87 ' X 13° 02 '43' 102 . 00 ' 23 . 22 ' 11 : 66 ' CD No. 20596 r" �? DRAWN SHEET 15 ADJUST WATER VALVES TO GRADE. ac Exp. 9-30-01 � ELEVATION : 1297.297 ,�,,,• 7 18 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 K 19°3 0 ' 0 0" 768 : 0 0 ' 261 , 38 ' 131 . 97 ' Y 69°34 '45' 27 , 0 0 ' 32 79 ' 18 . 76 ' * * 24' EAST OF ETIWANDA AVENUE D.L. L 86°5 0 ' 04' 27 . 0 0 ' 40 . 92 ' 25 . 55 ' Z 87°36 '22' 58 . 0 0 ' 88 68 ' 55 . 63 ' vivo- �P AND 40 NORTH OF BASELINE. SET OF M 86°45 ' 18' 27 , 00 ' 4 0 , 88 ' 25 51 ' a 69°34 '45' 45 : 0 0 ' 54 65 ' 31 : 26 ' q�F Of- Cpt\Ii BRASS BENCH DISC IN TOP OF NE END CHECKED L NO 20596 DRAWING N0. IOF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE �-f IFILE NO 1677 PROJECT SHEET N0. OF 3ao38/IMPLANSZ;SIP3 9 01-99 TOP OF WILY CURB 1=42.41' tD th O N NOD , 06 N _ eY4 9'4 9�4 9`4 go a v0.3UX' - f 4 �4 9'4 9'4 o m _ a0 L 37.34' + t cC14 w 9'4 9'4 _ 9` 425 O.C. ^ 04 O to .to F ; N tJ7 N aD .- + N t0 _ ♦ N ; _ ♦ tt sf Of O tC O , _. 00 ,�♦ �,� _ rn to 1 1 i 1=425.75 v PI=414.17 O.C. t GRADE :o v 00 _ t>o a N 0.5070 + lj 9'49'4 Y4 ,� .r � + �� a + _ 425 Ll 23 s, + ALONG ROWN UNE to + N ttil ♦ t11 to tC t0 . LO - + N N - , N m � � ^� ^ .N OD ^ r W. t+C + f i t : _ - F � �( U f j 'TOP 'L � � � PI=413.71 CO: N tD O . V Q) M Ih M '�4 V 9�4 N 9'4 9"4 V r •�� ,ri a7 +��i C-4 CO OR To VERIFY PRIOR TO L,/2-47.7 4-/2=4 .73' 00 NW 00 -0.53X PI=425.79 a to • , °D c cv a v N rn M`* ,0i to� . EIEGINNIN CONSTRUCTION. 425 L=95.46' VC +4. cm m ta; co ^ N + u O.C. + ^ s a, N "' f "* '� do �O1 > th t '43.69' L-m 9' < . N ♦ 9'4 AY4 9'4 9'4 .* .r�t + + ,t tri c`t t + _ TAN. L=47.17 9`4 9`4 4 + .-N # O.C. ♦ L=47J0' co ♦ cq tn o �x O.C. a�* + + N 11 °' I t0 cy V VC+`* PI=413.67 180'' ^ a, _ B _ _ . , : Pt=425.75 .n v L*54.J8 _ ♦ In Q, .m r' O.C. , i tp +`f 4 9' 9'4 9'4ot { a Ar rn t7o , , . . 5 , ca TAI 4. _-. .. a , , PROFILE SCALES � H _ �. QRIZON, 40' VERT. 1 =4' x 414.0 S; .�` 4 PLAN SCALE ,� 5" S 9 O ¢��48�cT �' - �� sa FL jr � >' �N � G 6 1" =40' a+. N N N `Y S �' `, s co G �c' e 0• �� 6'.SG F C' a+ C:) owq N CF '' ry ti ^ p n� '�� N �o�� ^� 8�� jr � 00 c s r''^ ' `_'' TC co ^ 269 �� l n ., 6Z�G ,� R(�E \665 ► '- Q'►B cs J �, �-n V �, 428.48 ry a 4?6 2 e`L R'15 F\. G `r� C 1`1� \ c� '�G � v n 20 h� FL X 4 '! 12 G Q P` G. \ V �' < rye• oh 427.98 G N 6'cF 425 5� �. �� S Ow \ \ h� `� "rn b M e ��' � C •\C G6� N x -- ---- �`Lh' p'� <c ,`v Q /o a• 00 b "' 'n v � A2�5�3 `° �` �v w i16 � ��. v RO 5 C\� - ^ ^ 0 1 cr + ' h� �, - U 'LG cr + + w coQD U' � � '�� V � �, .�� srr, 6t► 5 \ \ \ \ y � v 5' S. ec\'\�O v �v to cosCB #16 h w OD o b N �`' bb* CLO 00 h J qD Jr. � a`� 9' CB #16 r QL. � �• � 0'-n '--I � � � 5 G7 DETAIL _ � 4 4 CB #20 SCALE 1"=40' `- n CB 24 �� tr - d \\\ -►:, w c- _ AMERSHAM PL. _ o SNR o• i N CB 21 # � m SEE SHEET N0. 11 \ \ Jrl�� go off ' �' ,'ti ,\h 49 cn 1 JR, 1�C 3�1-� 04 42 m Z 6 63 3 o `� �,�6'� T� 4, �p 48 N ,� �, co , X T ,► 3 47 .E s Z �, \ z c \ g + �' o + 3 n v, v, ;o � TRACT BOUNDARY v 3 N + 3 6 + ,,, -+ rn 1I 4 4 M N v 13 6 w ,! i w o 3 "' m (TYP.) 3 + w o+o m 3 R 30 ,6 a 46 p . 43 rn 13 10 16 9 ^ S - \ I 10 s ry to + 'P' r 11 = \ f34 45 IWT V co �' A r to by 44 w W 53 Q' o - - - - _ -- ;, \ 1 4 SQL co`� x o 13 - '� 3 45 �� SIGN do o -t''' -f - _ - \ \ �` 844.51 0 ►'EReFR�, �.�',,�• `°, 0\6 2ri CJ + + TYP. rn 'P' POST °D \ AYC ST, \3 BC F p T 2 - ►-� ( ) - �G7 VICTORIA _ P 18 \ \ \ RffK 9( a \ S \ 14 o�y4 CIN E _ ;�, 16 _�- PARK LANE 2 2 Q -- - - -- -- -� 11 K g 15 11 ,8 8 8 _ r \ 3 8 D i �- w g --- y 1 14 �� 7 N - 2' - 8 10 \ G - _ 14 31 Z$' - , 4 L N N 2 15 - o __ -A R CB #22 rco 3 61 � 3 .� 10 � 16 3 i � 3 � so `Dcr kms' pp 3 0 N u R 26 �• rn o 31- , 3 rn o ,3 N 3 + + ,6 to-9 + w W tr TYP. .i M m L fi 4 34 N 36 37 0 38 3 O �� $ 6 ' � ( ) + �' 6 �� ^, 6 �, co o f rn co (TYP,) � j o 1 1 1 w �� ^ °° �' to s 6 6 35 , o s L 3 0 3 39 �N 69 68 ��67 13 fi6 33 t3 s 40 - KENSIN TON PL. �'� _ r - r� _ - - 65 6 SEE SHE NO. 4 o ) lCITY 6 6 - -- ��o0o rri, �•JJ I 1 DESCRIPTION OF REVISION DATE APPROVED: IL�VERBERRY STREET �'� ^x ,X � °� 18 (� � ° � � ) S CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES STRUCTURAL SECTION Of SILVERSERRY s66 6',17 Y6NNS STREET IMPROVEMENT PLAN FOR 1 CONSTRUCT _3" AC OVER _4' AB. INTERIOR STREET MIN. STREET SECTION) 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID dt COORDINATED BY DEVELOPER. 8' rv+fRS�T RR m FO 1Z Q QROF E SS/CN�I ST LTS LoGRTED /�T 8-0-L-7- CONSTRUCT •0 �, � SILVERBERRYSTREET O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 14 ADJUST SEWER MANHOLE TO GRADE. � Q o �, 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 15 ADJUST WATER VALVES TO GRADE. � No. 20596 m �, IN TR TREES PER DETAIL AND LEGENDS ON SHT. 2 EXP. 9-30-01 � TRACT NO. 15871-1 & 15871-2 T STREET EE 16 INSTALL 1 103. 4t *' PPR TTY P 0 do ® CONSTRUCT HANDICAPPED ACCESS RAM E C STD L 2 � CURVE TABLE B L_E J 28 0 0 1 13 . 26 85 s P � C IVO- CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. 1© REMOVE EXIST. CURB dt GUTTER ## A R L T K 10-52 , 00, 5 0 0 . 00 ' 94 . 83 ' 47 . 56 ' qTF �E`F • ° 4 ' 2 . 35 ' L 4°24 '37' 482 . 00 ' 37 10 ' 18 . 56 ' APPROVED BY / - DATE: - N 4 R 4 AB SILVERBERRY MIN. STREET SECTION A 7 9 14 0 2 2 7 : 0 0 ' 3 7 3 2 l 18 CONST. AC OVER , © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A O ( ) B 29°42 ' 02' 318 , 00 ' 164 . 84 ' 84 , 32 ' M 100° 05 '23' 27 . 00 ' 47 , 17 ' 32 : 23 ' CITY ENGINEER�'�- _ ��C>'�. � � RCE NO _24953 O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. C 36-45 , 00, 3 0 0 . 00 ' 192 42 ' 99 : 65 ' N 86-22 , 00, 27 , 00 ' 40 . 7 0 ' 25 . 34 ' DESIGN RECOMME ED ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PLAN. D 15° 10 ' 01 ' 282 . 0 0 ' 74 : 65 ' 37 . 54 ' D 9 0° 00 ' 00, 2 7 : 00 ' 42 . 41 ' 27 , 0 0 ' CITY O F RANCHO C U CAM O N GA t:o c rim 34 . 89 ' 17 . 62 ' P 20° 08 '33' 277 : 00 ' 97 : 38 ' 49 , 20 ' R.C. '��,4 w 'A'6' O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-Ado 401-B. E 19 35 51 1 02 : 0 0 BENCHMARK NUMBER 1638 .r..,o:.xr. n,. a�m:e 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) F 94° 17 '52' 58 . 00 ' 95 , 46 ' 62 . 52 ' Q 21 ° 06 '22' 300 . 0 0 ' 1 1 0 , 51 ' 55 . 89 ' ELEVATION : 1297.297 DRAWN . . SHEET G 31 ° 17 '28' 382 . 00 ' 208 . 62 ' 1 06 : 98 ' R 21 ° 06 '22' 322 . 00 ' 1 18 , 62 ' 59 . 99 ' 24' EAST OF C ETIWANDA AVENUE D.L. 8 18 11 STENCIL 'STOP'' AND STOP BAR AND 40' NORTH OF BASELINE. SET _ OF H 29° 45 ' 00' 400 , 00 ' 207 : 69 ' 106 . 24 ' S 90° 00 ' 00' 35 , 00 ' 54 , 98 ' 35 , 00 ' BRASS BENCH DISC IN TOP OF NE END CHECKED 0 20596 DRAWING NO. 1 29° 45 ' 00' 418 . 00 ' 217 : 04 ' 111 , 03 ' T 79° 14 ' 02' 45 : 00 ' 62 : 23 ' 37 : 25 ' OF 4' x 2' CONCRETE BOX CULVERT S.C.M. ATEILE NO 1677 PROJECT SHEET NO. 17 OF °'�'�' M'' AY,)'`� '� �� - , - LS2053' S 17. ' L t ; 1 . _ i a�139.�8 , O.C. O.C. o e. O.C. 2 9.64' 2=69.64' S�.S ' #3.59' L-004.2* 64 =59.64 m o 50 VC TAN. o TAI. o O.C. v 6 tu _ PI-396.3 ^ w °' 57.53 X21 a w } . Pf=415.5 TAN. O.C. , c» m rn M M d r- W } , : : , N N L=40.18' rn M w-M ' "' . ,� �r o TOP OF N'LY GU B O.C. 0.52X '"� U.5o7C t Iri aY4 9'4 '! uj �� A. cc i 395 C,4 Iz ------- C,4 f�2 - -yo. AL C ONG RO NLlNE, < i m f'- o z o SS /� z o 2 36 # _ W 41V W «i Q , i �- U >h n U O> - • o N a, a (L GSE w M 2 36 t a r� 5I7 ti�C _ o cD +A co Tr%r) C. Wl v P,ODC)" w P11=414.01 o� m . i 'OX w 9 : LO m .50X1 < .r =412.72 164 +* d ^�, I M . r •O �' t7RfttK U j A 4!51• 1.85 In rn SWM d injr, Ell p M L f• N + + 400 �� M ♦� . ! , N , : - , - w Li _ - _ S - - _ 41{3 , o TOP 'Or ELY'. RB r : c N < : : ft r TOP Or SLY CURS ' .52x g , v ON d OD ffifp`� M � m M) cn m r 4 4 4 4� to 846 99 M M w M M M L=42.49' N t- -r K' 50'to VC 55.13' =38.11' O.C. o0 .r •r r►i TAN. O.C. w� t Pi=396.36 �,,/2 68.64 t f? 69.64 , PI=415.51 _ . , N L/2 69.64 L/260.'64' 55.74 L-36.78 cv m •r O.C. L-139.28' TAN. O.C. m , 41 ' ao O.C. of .t o N , g'4 g'4 4 �4 U PROFILE SCALES : L� 40.18' w H „ O.C. - ,� HORIZON. -40' VERT. 1 =4' PLAN SCALE 1 2 3 4 1" =40' cx � SCALE 1"=40' 396.42 SC 1d CF o 395.59 �.4? TC 395.59 FL 10' CF KENSINGTON PL. �964i s s ,ass he 3 6 2 6 6 SEE SHEET N0. 3 6 ^' 2 6 30 6 � � ,3 k5,5� i; 4 s Cl 29 28 5 U �! co co TYP. to to 18. 12 ��OS G�O� 6' �' �" 6 ,cv� 3 H�31 Li fn m 27 *1 io 25(AD cu 0 3 n + ( )c� II a ao 13�`�F� �:� ��y 0� + 3 �' co 3 ^ 3 h3 + .n v o 3 c i 16 3 3 3 cr N w ,�x 6� !�; ��5 m too o �± SCALE 1"=40' m °+ N N N .i N I 6 - 2 - 4 79 CB # 19 14 �124 B 2 2 3 4 1 14 � 1 33+0 _ °° 2 _ - � J qE7YT( iRy 6 f, DWY. _ C __ 1 1 14 F .00 �� =1+Op C OCT W=16' xp6� xO�Q I STRATFOREI 2 CB 19 / �`` 2 DWY• D W=4 V=5.40' �.,. ; 3 ao 0451 A 16 io 3 io �' U L39 ,,� N o io ,^n m N o + p R �cl �o W (TYP.) ``'� n mil + m k �, � �,; CN n +, 2 EC X \ 00 31: 003 CN M 4 -� � � Cc) 3 � g 16 03 + + 3 9 10 o 5 7 8' VARIES r N 5' 6 g ± N N 1 1 �� a (rrP.)34 N N ,3 35 I 23 s s s 3 2 s � (rrP«) 8 � a� 6 CONSTRUCTION NOTES YyF 33 6 s TRATE 0 RD DR. II 6 O1 CONSTRUCT 3" AC OVER -4'_ AB. (INTERIOR STREET MIN. STREET SECTION) SEE SHEET NO. 5 2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. CITY DESCRIPTION OF REVISION DATE APPROVED: 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 0 ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CITY OF RANCHO CUCAMONGA 5 CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A.ABBEY CDURT 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A COVENTRY COURTSTREET IMPROVEMENT PLAN FOR O ?Wp ssl O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. C. ABBEY COURT AND ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 "CASE' AS SHOWN ON PLAN. CURVE TABLE 0 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A a� 401-B. CD �' No. 2o59s��^ " COVENTRY COURT yy 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) * Exp. 9-30-01 fT r R L T O w s,9 elm ,P TRACT NO. 15871-1 & 15871-2 A 21 0 0 0 0 0 38 , 0 0 ' 139 . 28 ' 141 . 82 11 STENCIL STOP' AND STOP BAR B 11 ° 10 '47- 1 12 . 00 ' 21 . 8 5 ' 10 . 96 ' 12 CONSTRUCT 8" TO 6' CF CURB do GUTTER TRANSITION. CAO APPROVED BY ' 1 , ; DATE: C 18°49 ' 13' 112 . 00 ' 36 , 79 ' 18 . 56 ' 8' t M FoR ^ 24953 H SCE PAID do COORDINATED BY DEVELOPER p"A s I cR CITY ENGINEER '- - �C f ti .�,C� RCE N 0 __ _ 13 INSTALL STREET LIGHTS 5800 LUMENPSV 81' ___ � e r O D 85 15 49 27 . 00 40 , 18 ' 24 , 86 ' sr LTS• LoC/4TED Rr 8.0' w' DESIGN (, RECOM ENDED AF08 CONSUL T/NO E 1 0°3 0 ' 12' 1 12 . 00 ' 20 . 53 ' 1 0 . 29 14 ADJUST SEWER MANHOLE TO GRADE. CITY OF RANCHO CUCAMONGA ..�. ..� R.C. 17320 F 19°29 ' 48' 112 . 00 ' 38 : 11 ' 19 . 24 ' 15 ADJUST WATER VALVES TO GRADE. BENCHMARK NUMBER 163B 10. 00 ' 00' 102 , 00 ' 17 : 80 ' 8 : 92 ' Af_ l7bwW_.0�,n" .,� a,-�,• H 1 07°55 ' 03' 58 , 00 ' 1 09 • 24 ' 79 , 71 ' 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 ELEVATION : 1297.297 DRAWN am n , �•m, SHEET 24' EAST OF Q ETIWANDA AVENUE D.L. I 90* 1 0 ' 0 0' 27 . 0 0 ' 42 : 49 ' 27 , 08 ' AND 40' NORTH OF BASELINE. SET 0F_18 1 9 0° 1 0 ' 0 0' 45 . 0 0 ' 70 , 82 ' 45 . 13 ' BRASS BENCH DISC IN TOP OF NE END CHECKED 0 20596 DRAWING NO. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE -q'Z.-"FILE NO 1 677 PROJECT SHEET NO. _� OF L=139.28' 57.53' 29.32' O.C. =69 If O.C. TAN. O.C. 9.64' 2=69.64` , 264' 2=69.64' t - - VC 7w V'C 50 Vc 50 50 i 57.53' L-29.32" =4 - Pt 12 21 Pt-411.86 PI 41 .21 . Pt=423.99 , N TAN. O.C. AN , U �igo p oa t� Vcc N N CO ''? W Li 42.96 .t MR � Y CURS N 8 N L� 41:4t �r � � .� U14 4D) d �M N �d '? d N v, -: - r O.C. i.1 ♦ + O.C. rr r. 2.$ + -TOP OF w LY LIOB N .w uj 4 /4 �/ a/ r g rn ,o A/ A/4 s/4 e/4 $ Z� o0 M r.04X N M +oL:cw) or . 4 z o 2' 36' S0' ViC U , W d - o so PI=423.09 0 vc w i a w - i v P4 11.80 14 �t P 1 .99 f+� O M M N N h d d ♦ h N 00 4 M KJ +d V r M CV r r- �N N iI r♦ C1 ♦ j ' t-20+ d J! t GRADE _ r _ �.50x �i PI-420.09 - + «- �'i fi PI-410 + M } .f �ij .f 1V' tilCA ♦ ��X + �D + O pN TAN. R=3.12X �1 $ m <"°' _ r + N N 8 0 0 o00 �w rvi r co +d 40 + �-0.54x M M +TAN. =1.62X Wa �`�szoR= . o _ , : : i : r i : OFA Of L�' R : ri , '. 5� . � S� (�F L U L 44.14' U ♦ vc , =-1. X' _ o 4/4O.C. M cl% to` �' z Q/4 a s PI=423.99 .r 269.64 2E9.>64 N to U V Kiz -0.54X _.-y .� + r °� r d Uif -N 9 W L=139.28' 7.53' L=2 .32' m W w ao _.__ __v_ n410 O.C. TAN. O.C. 50' VC 50' VC 50' d v>, �•� A $ N�h �_ PI=412.21 PI=411.86 PI=41 .21 g o ca N O $d ,+� +♦ '� °° °r 2sfi9 64' 2=69:64' °i r♦ °0 `r r + M - 7. + L 139.28' 53 29.3 / At M AF7T. 50 4 / a + PI= 420,12 / O.C. TAN. O.C. ,� PART 5d' YFI L 42.41 _ 0. . - PI-410.2.3 C : h PROFILE L _ RO SCALES , HORIZON 1"=40' VERT. 1"-4' 1 2 3 4 5 PLAN SCALE 1 2 3 4 1' =40' kENsl c r SEE SHED ON p� rr�, _R5,8_ 71-1-2 s AM PL• r- -1 -r-5 - - - N J KENSINGTON PL. � � �, a� rr�� 1,J2 f 1 1 e�RM�NG,� 6 SEE SHEET NO. _4 / �\ o 78 c� �� SEE SH 69 6 68 67 6 6 66 6 65 13 6 64 60 -6� 3 77 6 2' 18' 18' 4 6 7 4 11 5 6 70 o in �---- �s 0 76 13 6 61 SCALE 1"=40' 4i ,0 3 is io is iv j3 ��39' Ey - �, 1 � TYP. cn 4 ^v) * 13 n "' p ( ) n U u g 7 0 ^ u "'' o - + +,, w w 4 SCALE 1"=40' 0��3 m' r� 3 � w � 3 16 Q^, 3 3 3 03 ,^� v A �' 3rn � eco 75 N N r'7 � � � � 1if � 3 ( ) o N N 16 r 1& 60 + 71 B - oo TUNBRIDGE 1 B _ 1 °° 4 i � G 5 11 C 4+82. 47 KENSINGTON p�• _ � 2 _ - � 1 L-23' 2 I� �✓ 3 1 2 4 _12+23. 2 T - - -a 2 w �T:�' E 1 11 389 J PICCgpI((Y LOUR � ' �/ pWY. 2 3 $ ` - - 2 RM�NG ET 6 W_12' • � �@ _ i- - _. _r _- i - -- ' -. -+ - - ..Y 79 HAM BI "' 2 N P L �, E 15 2 J C 78 n o � N o � 16 0 � o � � � �1 Bio *-mo - c% o ti + + � P Fy � o � � 4=0 � � ) u �' � 11 (�•) u n + w I �, � TYP. Q 1 II � � � � � - 16 + 3 � w °' 4 ', 59 iII � 11 v •- 3 + oo f f� p u+ n + C> 3 ,� 3 c i 000 3 t 3 0 3 4 �I � ' �c 3 ao v cv _� 31: - + + + + r o + + 82 II (TYP.) II p II `" 75 N ,3 N M d I + 3 83 �, - 84 , _- - 3 73 74 6 6 6 76 77 6 6 78 �6 6 �3 C 6 72 6 6 6 CONSTRUCTION NOTES O CONSTRUCT �'_ AC OVER 4' All (INTERIOR STREET MIN. STREET SECTION) 2 CONSTRUCT A2-6 CURB do GUTTER PER CITY S P . 1 4. 0 TD L 0 PICCADILLY COURT CITY DESCRIPTION OF REVISION DATE O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL, 103. APPROVED: 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. TUNBRIDGE COURT O5 CONSTRUCT CROSS GUTTER PER CITY STD, PL. 106-A. CITY OF RANCHO CUCAMONGA _ 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A O STREET IMPROVEMENT PLAN FOR O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. QRpf ESS�pN9 TUNBRIDGECOURT AND l ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE AS SHOWN ON PLAN. C 09 INSTALL STREET NAME SIGN PER CITY STD, PL. 401-A do 401-B. �, � No. 20596�� m PICCADILLY COURT 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) * EXP. 9-30-0' * TRACT NO. 15871-1 & 15871-2 11 STENCIL "STOP' AND STOP BAR CURVE T A B L-E sf9T CIVIL `P 1 CONSTRUCT 9* TO 6' CF CURB do GUTTER TRANSITION. # 0 R L T F CALIF APPROVED B Y I - // DATE: 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. S' ".5r RRw- FoA A 21 0° 0 0 ' 0 0' 38 , 00 ' 139 : 28 ' 141 . 82 ' CITY ENGINEER _ `%�'� t� _ L RCE NO24953 5r. QTS w4t-rEp A-r J9.o- �• B 15- 00 ' 00' 1 12 , 00 ' 29 , 32 ' 14 , 75 ' DESIGN RECOMM ED ADJUST SEWER MANHOLE T 14 LE 0 GRADE ro a coNauc Time 0 c 9 0 0 0 0 0 27 . 00 42 . 41 ' 27 : 00 ' CITY OF RANCHO CUCAMONGA ..�. o 15 ADJUST WATER VALVES TO GRADE. D 24 - 13 ' 00' 282 . 00 ' 1 19 . 19 ' 60 , 50 ' R.C. BENCHMARK NUMBER 163B "�°`~h-- s''' � (6~'25'x' - DRAWN ..,a,�,. �, n, m,. SHEET 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 E 24 ' 13 ' 00' 300 . 00 ' 126 . 80 ' 64 . 36 ' ELEVATION : 1297.297 F 24° 13 ' 00' 318 . 00 ' 134 . 41 ' 68 . 22 ' 24' EAST OF ETIWANDA AVENUE D.L. 10 18 AND 40' NORTH OF C BASELINE. SET -- _OF G 91 ° 09 '30' 27 : 00 ' 42 : 96 ' 27 : 55 ' CHECKED DRAWING NO. BRASS BENCH DISC IN TOP OF NE END _ NO 20596 H 93°39 '35' 27 , 0 0 ' 44 14 ' 28 , 78 ' OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE 4?'7fFILE NO 1 677 PROJECT SHEET NO. _1 OF 34038/IMFLANS2/SIF'0 9-01-99 , o e , . Ls<1 VC ox. ' 0. s PI 4 A , : , • i , , } a i 3''4 4 �'4 �4 m L X84' S3. �b9.92' �~ t,Jz O.C. TAN.c6 Y4 Y4 t/4 co co 916 9'is '�'is �3 9'Is 9'Is d d M (�0 �� LO co d N m d d d U + M' wd YC trm CURB tri _ ,,,,- _ OF _WTY CURD .to �d M + W�` PI-422.09 Pt=422.69 �' _ oI lip ail W TOP OF 'rtY CL" teb ft-1 35 N N dN apN IAN OQ� 1• d 0D� 435 +Nd #d + +� N Z 0. , 2 _ 7 d .r ALONG CR LINE ck4 of ug Y4 �4 4 0 Y4 m �' _ ao _ �4 dY 9'4 ,� '40 L= 2.41 t o t GRADE + °►� U of m as �. •a - d O.C. co w � x Bj d rJd' d t� PI=422.66 ChADE + PI=422.06 N _ d U d U 435 N -- M3 M N � d N M d ld � 65 it d N 8N ♦ mcV N 19 J ± ♦ ♦� nz + N t46a4' O.C. L 5.t9 w a 4.$7 2-58. L,/2-58.07 — , O.C. TAN. - T LY ICU MIR OF FLY:CURB o ca U N 430 OF E' RB , d d Iq Lo m N w U N m N N d 't. • d [9 d PI=422.09 P1=422.69 U U .-. a m ao N ,� 9qs E::4 1n N I[) pp N A•P. a = to +d M M �d ' _ _ + ♦d + + ♦ N a, 70.28 L=138.83 VC O.C. 0 N "4- 1/4 Y4 4� TAN. PI=439. , , : OC N vs d I f , , ! r f ! r 9' g'4 �4 '9�4 J a , , i PROFILE , PRO E SCALE , L 42.41 S d HORIZON. 1 =40' O.C. VERT. 1"=4' : 3 4 cj PLAN SCALE 2 3 CONSTRUCTION NOTES 1„--40' j cococcoo 06 r- 00 w rn ,Q N Ol CONSTRUCT � AC OVER _IC AB. (INTERIOR STREET MIN. STREET SECTION) �^ S, 4^ 5' 5' 7' S' 5' O2 t t CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. CF �31 3C 5, 422 , 5' O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. '<<' ►�k '�� ' p P a r's��s��c� SCALE 1"-40' O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. N E I - �`� ^) N �� to ��. v Q �)-� `� © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL• 101-A S�C V eti co� T�� CI o') n �, -c O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. F '' �' „ ' � A°�` ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE" AS SHOWN ON PLAN. SCALE 1"=40' _ 9 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A do 401-B. 68 S£F S"F�e£RRY � _ O 6 ' \ 0oJ CB #14 CBS 2 J r�, J J� 1 J--'2 10 INSTALL STOP SIGN PER CffY STD. PL. 401-B. R1 RIDGE OR. TBRIDGE DR. L� l 11 STENCIL 'STOP' AND STOP BAR - r _ - r KN1GN18 NO 2 KNIGH SHEET NO 12 12 CONSTRUCT 8' TO 6' CF CURB do GUTTER TRANSmON. l m rr�� J,��3 1- 2 m sHE� 6 , F - Q / SEE 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. B'V►cAST 67 S S a VARIES19Gv VA20 $ � 8 14 ADJUST SEWER MANHOLE TO GRADEaAA"`� FoQ sT c-rs• LocgrEp A-r 4,o.c,). �, 6 0 23' 10 t 8' 5' I3 �4 R �' p 6 6 ,� a 51 5' 18' I o � 6 15 ADJUST WATER VALVES TO GRADE. X 63 ,3 ^ 3 (TYP.p' off' O M 62 Iq N M 3 00 60 9 _ j E� �� W 4\��, 16 ��,ti 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 ^ ) 3 It N 3 ro w ^ N 3 6 o (TYP.) v '3� PF¢ �� 2 =9 66 N 16 + o+ N .� + `� + ,,, =t7 DWY. 95 K eRGkE J j + N M + 3 16 H�� `� N ,4 W=16' 6 �eRl� URT -- - '' DwY. 6 G 1J - y..� _.. _r. v - Ofl �`�RB RR 11 H 9 E;-� 1 2 14 l - - - - 17 X86 4A S1 4 8 2 °� �� I 5 2 '4 A - - ,_ 8 4 - K 13 I D 2 � G 2 F � . 30'� >'' 5 2 G �' 16 Olyy� � O c� 1 6" � �) 3 `r 16 13 X �X� 6 4 + W � 3 � i l,�s 6, ��, „ no 3 � 7 53 16 3 + n 2 � � - 4 (TYP.) � zo o 3 o N 'off N3 � 3 u� 3 � 3 Ew ! � � /rf, A + 3 11 (T�) CITY 5 n u 1 4 3 DESCRIPTION OF REVISION DATE 13 n, c i r i o + 3 6 + yG'yF� 6 c+ 5 APPROVED: 6 6 6 u > 6 6 �6 ��p 5 4 6 CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR CURVE TABLE M Q�oFEss/0 o R L T a 4 N b �' � �� Nr AMERSHAM PLACE AND 4� ' b� �O e� •."��`�`' `* `� '� - `� No. 20596 m PEMBROKE COURT A 90° 00 ' 00' 27 . 00 ' 42 : 41 ' 27 : 00 ' �� '� �- � -� �' ^ �`' �' ^� h' /o ti� s �= B 21 ° 06 '22' 282 . 00 ' 1 03 : 88 ' S8 : 54 ' �6 �C' �' `� `� `� `� °� �F PEMRR�KE COURT AMERSHAM PLACE ° --- � -- ------- ------ �� T '� � °�ti°`• ��h p,`O�G� L=5' a`� b' � `� Exp. 9-30-01 � c 21 06 '22 300 0 0 1 1 0 . 51 ' 55 89 >> �� ati�� F� * * TRACT NO. 15871-1 & 15871—2 --- - Q D 21 ° 06 '22# 318 , 00 ' 1 17 : 14 ' S9 : 24 ' �� o ^N �� qTF civ1t � E 7027 ;40; 282 . 00 36 : 72 ' 18 , 39 ' 4 ^ � �EIF APPROVED BY ',/ r - DATE:` - E 14 59 48 300 , 00 78 . 52 ' 39 : 49 ' 5' 5' 7' 5' 5 ^ co C CITY ENGINEER � G/ RCE NO __24953 i - -- ° � 51 10, � � DESIGN �L rba�cooNluL rino REC MM ED G 8 48 55 1 02 : 0 0 15 : 69 ' 7 : 86 ' CITY OF RANCHO CUCAMONGA �n Un un un cq in ^ H 85o42 ' 06' 27 . 00 ' 40 : 39 ' 25 : 05 ' � � I 114°44 ' 02' 58 : 00 ' 116 : 14 ' 90 : 58 ' + + + 00 + + S S' RC ' " A. ""`� 1j J 1 05°46 ' 1 0' 27 : 0 0 ' 49 : 84 ' 35 : 68 ' ^� M M M M BENCHMARK NUMBER 163B A10- 8 -A•«+�• 2°1-051+ — ELEVATION : 1297.297 DRAWN ems•*.» SHEET K 100o34 '33' 27 . 00 ' 47 : 40 ' 32 . 51 ' 24' EAST OF ETIWANDA AVENUE D.L. 11 OF 18— AND 40' NORTH OF BASELINE. SET - -- --- L 210*5 0 ' 01 ' 38 . 00 , 139 . 83 ' 137 8 0 ' CB #13 CB #15 BRASS BENCH DISC IN TOP OF NE END CHECKED O 20596 DRAWING N0. M 85°42 ' 06" 45 . 00 ' 67 : 31 ' 41 . 74 ' - OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE 4FILE NO 1677 PROJECT SHEET NO. ;0 OF 34038/IMFIANS2/SIP11 9-01-99 ; 1Io .2'8' O.C..c 39 1 i i W �`4 4 _ _ , `t9.>f4' k x.40` 69.64 69.64 O.C. 0o a, _ do 9 50 0. 0. 1/C O.C. ^ r� 4 °Y4 4 °Y4 a° ' Y4 9'4 9'4 4 O.C.�l'4 �4 4 PI=391.00 ,� ,� o 266 . _< ut•at � m N h O } O M • �. r .tn Os N -O.SOX ►� o � rn W to 0) ,ri �n w : + a, TOP OF N'LY RB SOX M _ M TAN. L/2= .07' TOP OF W'LY CURB ° ter► � < , N so , +♦ of O Os O : , M 1 N � , O , < , 1m 04 z q Pi-436.31 m c� :w 0- +38' 50p W ^ M '430 2 3s N .� Ph395.50 v - M N O N + M rp - - .r .r .r o� M 811 M �� O VOm LO O M� � O 70X -0 5076 _ . +M M3, M M 11% M t.'r�Xi 'i?. �' '" + M Os �j py i +M , + 80 .� • t=�7. GRADE .60X +M N ALONG CRO N LINE _ s m m 1 L-42-41 241 _ _ _ 4'4 9'4 4 °!� +"' TAN. T� O.C. NOW z r c O)N 9'4 �4 � aY4 PI 436.34 �� Ito v t 40 8 .� m .� n .tp N OD M + �•;M �Q TOP O1= ELY CURS �! tD 1'7 M M M 1[7 ♦ N� .� _ .5076 �h ♦ + , ♦ TOP OF S' Y B L +♦ O S O N O c[1 uu..tt 46 O 8� aKW P� V OD M • M N �` L=40.39' uj 30' VC M M � LLI `r PI=391.00 _ 614 JY4 in 3'4 9'4 °Y4 9'4 2-69.64 ^ OD _ •� 00 ^ _ t-5254- C', 4 (14 co }^ O.C. O.C. + .t cd 4`� PROFILE SCALES14- C4 ^ a N m .� HORIZON. 1"=40' : VERT. 1' =4 , < AN SCALE 1 40' 1 2 3 4 5 6 7 8 1 2 3 c- �� J J STRATF CHESHIRE PL ORD DR. 1�► 6 5 SEE SHEET N0. 4 SEE SHEET N0. 6 37 36 4 103 5' 1 s' 1 s' 5' � o ' 38 � I -- 0 u I 26 0 ;t , 4 0 �' 3 4 SCALE 1' =40 .J Z + U,i ofU y m 21 cr TYP. A 3 102 16 6 _ OWy 2 - - 20 W 5 s 39 27 2 -- 1 F DWY. 11 l B 4 F 9 �• � A' SCALE 1"=40' 6 1 0 i x 'Y : I W=12' ��( X � 2 ',off o° 101 a . 40 � x KNIGNSSg p'V D - C `��?' R� OA ARE 2 N � 7 �� pp CNE 1 6 rr�, J 1 J� 6 41 0 • �\� J S ,�Xfo,� ,� G F m Er 4 0,``' 6 + 6 8 \�� G�`' 6 �/ �DOFF ., 3 + �, �3 4 n .. 3 4 h 0 � co f rn Q � 3 � � A. n ,A O C�• 28 4 50 o • ,5 �X 0 11 10 9 s�� ,s a 5' 18' 18' by �o ,�" 0 , 6 �� o p ��, a� �� 42 3 (TYP.) 43 __ -- 6 '3 51 �� 3� ,4 14 v 3 ,3� a 1 19 �., �� 6 100 x c1voff, cl) 6 6 �, 3 1x o0 6 X��,, ��. A (TYP.> 13 12 s o 13 � CONSTRUCTION N TEs �X 2 ,6 a ABERDEEN>� COURT - 7 O1 CONSTRUCT _ AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) 6 �X ��` '� 16 / DWY 7 W-16, 6 2O CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. �`� �Oo \ � °wN T r O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ��0� N ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CoQ 5 3�X 3 0 I 2 -" + + 6 DESCRIPTION OF REVISION DATE CITY O CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A X�,o� 3, ------ i- 14 _- $ o oo cr L=31EC APPROVED. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A '� 16 16 �, rn it o 0 9 2 DWY• 6 CITY QF RANCHO CUCAMONGA O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. (NP ) °' - s �5 5 , - � N (TYP.) X60 P ❑ w-16' ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 CASE' AS SHOWN ON PLAN. o, 3 3 E,v `2 5 6 + ^,Ln (D 0 �� ro 6 STREET WROVEMENT PLAN FOR c O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. + 3 � � a'. 0 5 8 o QROF E SS ll KNIGHTSBRIDGE DRIVE 6 4 ' 5 �� 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. R1 57 - e �` �y KNIGHTSBRIDGE DRIVE AND ( ) 11 STENCIL 'STOP" AND STOP BAR -- 6 �, `�' No. 20596 m ABERDEEN COURT 12 CONSTRUCT 8' TO 6' CF CURB do GUTTER TRANSITION. A M E R S H A M PL. � Exp. 9-30-01 � CURVE TABLE J 53°34 ' 00' 318 00 ' 297 . 30 ' 160 . 52 ' s crvlt TRACT NO. 15871-1 Sc 15871-2 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. B' M,�+sr &rZm FSR # R L T K 23°39 'S9' 300 : 0 0 ' 123 : 92 ' 62 : 85 ' SEE SHEET NO. 11 T9F - 5T• LT3. LOCATED AT 1300-4*- P OF CAt� OR 14 ADJUST SEWER MANHOLE TO GRADE, A 119°25 ' 04' 27 , 00 ' 56 : 27 ' 46 . 22 ' L 3°22 '31 ' 318 . 00 ' 18 : 73 ' 9 : 37 ' APPROVED BY DATE. CITY ENGINEER ��V l� RCE NO ? 53__ 15 ADJUST WATER VALVES TO GRADE. B 30- 15 41 318 , 00 167 . 96 85 , 9 9 , M 114 44 02 58 . 0 0 1 16 : 14 90 . 58 i C 34°45 ' 00' 300 . 00 ' 181 . 95 ' 93 , 87 ' N 85°42 ' 06' 27 : 00 ' 40 : 39 ' 25 . 05 ' DESIGN RECOMME ED 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 CITY OF RANCHO CUCAMONGA b• c o N a u c riN o D 90600100' 27 . 00 ' 42 . 41 ' 27 , 00 ' ❑ 8°48 '55' 102 . 00 ' 15 . 69 ' 7 , 86 ' R.C. """ "'°' ""` E 34°45 ' 0 0' 282 . 00 ' 171 . 03 ' 88 r 24 ' P 7°27 '40' 282 . 00 ' 36 . 72 ' 18 . 39 ' BENCHMARK NUMBER 1638 i 0- S "'�""��"" m `"�'�' ' -$-G 1M11 FM 251-0110 -�- - - I DRAWN ��- SHEET F 105°46 ' 10' 27 . 0 0 ' 49 . 84 ' 35 . 68 ' Q 210- 00 ' 00- 38 . 00 ' 139 . 28 ' 141 , 82 ' ELEVATION : 1297.297 ,,,. ,,,, G 1 0 0°34 '33' 27 . 0 0 ' 47 . 4 0 ' 32 , 51 ' R 1 05°25 ' 0 0' 27 . 0 0 ' 49 . 68 ' 35 , 45 ' 24' EAST OF ETIWANDA AVENUE D.L. 12 18 AND 40' NORTH OF BASELINE. SET 0E- H 53*34 ' 00' 282 . 00 , 263 , 65 ' 142 . 35 ' S 1 1 1 °29 '39' 27 . 00 ' 52 . 54 ' 39 , 65 ' BRASS BENCH DISC IN TOP OF NE END CHECKED E NO 20596 DRAWING NO. I 53°34 ' 00" 1 300 . 00 280 . 47 ' 1 151 , 43 , T 85042 ' 06' 45 . 00 ' 67 , 31 ' 41 . 74 ' OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE j�FILE NO 1677 i PROJECT SHEET NO. OF 34038/IMPLANS2/SIP 12 9-01-99 a - : 'L-42.41* O.C. � t tlV i i 1 r : , I , , : i • , ; - h r , t M �O Ix 04 N �iI�1 rl 00N jwAl� r i : r f . i z i3,may �,8$r O.0 , NP1=415.97 _ . + OP OF CURB LY .r .C. 7AN. _ � - t� : r 00 • C4 20 T-ry8 N "r to (� W . lift ♦ ♦ H ; r i t r i i , : i N . : i t0 p a : , 2 ' S G' + , , , i , e t r 1 • , • : , • r e i , 1 1 , jr, r. t - e • _: : - i .i a i i ,. i t . e i ! - . - 1 i •. .i _ -; .. :.. _ 4 ..i. d - _ - .. 1 .. , , - _ -. .. - , a , i , i '�.=..K.}a , .� � VIS W , ALONG CRO NE ;< < k NGLj00 +♦ h420 Q K) + �. �? • U9 vi s� � : , . ' , ;i r L-42.41' r . s O.C. � �{ I r ; `=�I�, tp � W i 1 � - a . i -J 4 - i - -r P i i - ! ,-. _ ♦ - i ♦ . , vr'Y.V{f� •� i , M ♦♦ to U r r O : r O Z ♦ , • : t .r �`' TOP CF S'CY 11 • + - : , _- • .L-32.79 _ . ao ti U o (� O.C. + W to I U f Ob= b.7 U m 4 4 ,r �P 1 r • o ca h U LO _ : V- 6.6 4i.b4 70.00 3537 45.E CONSY. S. LF CONST. 01. LF 24" CMP _ 24 RC 1200 D i : , PROFILE SCALES /: *loc NTRACTOR TO VERIFY PRIOR HORIZON. 1"=40' LAT. M—� BEGINNING CONSTRUCTION. V 1" 4' ERT r yR LiNE 1 2 3 4 5 PLAN SCALE 3 2 1 1"=40' � nom__ AW A VE KENSINGTON PL. _ z SEE SHEET NO. _4 6 �?cl) a s s s 13 w 65 + m o 18' 18' 12 0 69 cr _ 68 _ 67 - 66 w � $� SCALE 1"=40' , / cc co 'F'' y N ' i� i SCALE 1"=40' 40 � f - 64 _ ( ) + a 3 3 0 3 6 3 �+„ �+ rn G; D '� ,p / 'X c1t 4 • m !�. VARIES- 4 N �,� CONSTRUCTION NOTES N N 3 6 �\ L w A S � l6 O1 CONSTRUCT _ AC OVER _4" AB. (INTERIOR STREET MIN. STREET SECTION) �' N 89' 5'24" 1 .91' TT�ACT BOUNbARY 11 - 2 z 1 3 �> CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 2100 MM RCP STORM DRAIN r 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. Q�`'IK to r to PER DWG. NO. 1665 2 1104 f 2 D .� EC x ti � `� cr 7 � ao ,� ��' 15 4 __ y�yF�\ ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. �� r "' r �x 0L l'� pQ� /Nr d ��NSgV 3' 4 6 O 'S ? r 4 + X48 Got . CA ��ENS�NG�ON A v ,�, o W,16' '. M \�� 36 j ?S.00 (INF. I* 6 CONSTRUCT DRIVEWAY APPROACH PER crTY STD. PL. 101-A y o cn 3 0 16 0 o o^ Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. E I � e A ,3k6� 64 dW � - � � � � � Lom I r + u rn a TYP y' 63 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' AS SHOWN ON PLAN. 7 + 13 71 : 7 2 N �•, 7 3 \� Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-8. - r. _ r.r- — _ j 13.5 ,�S rr�� Joo 1 J 6 6 6 6 vPR 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B. (R1) _{ r W 12' VCP SEWER PER TR. 15875 STENCIL 'STOP' AND STOP BAR = r CCW DWG. N0. �PM Q 13 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. gwva�r �szw� FbR ' ADJUST SEWER MANHOLE TO GRADE. sr• QTS• �oc�rFD �r e•o.w• SSE 15 ADJUST WATER VALVES TO GRADE LAT. M-I 16 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2 DESCRIPTION OF REVISION DATE CITY 31 CONST. 24" RCP STORM DRAIN ("D' LOAD PER RPOFILE) APPROVED: QUEENSBURYDRIVE ® CONST. CONCRETE COLLAR PER CITY STANDARD NO. 329 CITY OF RANCHO CUCAMONGA 36 CONST. JUNCTION STRUCTURE NO. 4 PER CITY STD. PL. NO. 333 - -- ---- - - - 38 CONST. 36" CMP CATCH BASIN PER CITY STD, PL 311 STREET IMPROVEMENT PLAN FOR QRpF E S S/pNq �O C. l o � QUEENSBURY DRIVE ' No. 20596 m m & STORM DRAM PLAN FOR LAT. 'D-1" * Exp. 9-30-01 * �; s�q�F civ1t E '\P TRACT NO. 15871-1 & 15871-2 O L� APPROVED BY j , DATE:- - CITY ENGINEER -��(•� RCE NO 249 3 --3 CURVE TABLE DESIGN rai CONlUL_T/NO RECOMM ED # o R L T CITY OF RANCHO CUCAMONGA A 90 00 00 27 : 00 42 : 41 27 . 00STNRM BRAIN CURVE TABLE R BENCHMARK NUMBER 1638 ** ok M "� "m'5'—' B 1 0° 0 0 ' 00, 102 . 0 0 ' 17 . 8 0 ' 8 . 92 ' # A R L T ELEVATION : 1297.297 DRAWN - .=•.. SHEET i jejq C 87°36 '22' 58 . 00 , 88 , 68 ' 55 . 63 ' A 46- 03 ' 14' 45 . 00 ' 36 . 17 ' 19 . 13 ' 24' EAST OF C ETIWANDA AVENUE D.L. 13 18 AND 40' NORTH OF � BASELINE. SET OF RE 69°34 '45' 27 : 00 ' 32 , 79 ' 18 , 76 ' - -CHECKED DRAWING NO. ° BRASS BENCH DISC IN TOP OF NE END 20596 69 34 ' 45 45 : 00 54 : 65 ' 31 , 26 ., NO OF 4' x 2' CONCRETE BOX CULVERT s.c.M. 1677 DATE _ �11� FILE NO PROJECT SHEET NO. oQ.2 OF 34038/iMPLANS2/SIP13 9-01-99