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HomeMy WebLinkAbout1903 STREET AND STORM DRAIN IMPROVEMENT PLAN S GENERAL NOTES CONSTRUCTION NOTES AND QUANTITIES ESTIMATES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO wlLsoN AVE. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS p p CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. TAYL0_ R CANYON PLACE STREET IMPROVEMENTS NOTES CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO VINTAGE DR. THESE STANDARDS AND SPECIFICATIONS. UNIT QUANTITIES PROJECT SITE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER TRACT NO. 1 CONST. 4" AC OVER 4" AB. SF. 32,376 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE _ ROUTE 30 SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD, PLAN 104. LF. 1,922 COST TO THE CITY OF RANCHO CUCAMONGA a > uHIGHLAND AVE FD, r I.P. TAGCED RCE 8205, DOWN 0.1', PER IN THE CITY OF RCUCAMONGA 3 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401 A do B EA. 1 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH � m ¢ � TRACT N0. 13812, M.B. 239/86-93, SOUTH 0.26', THE SITE AND EA. 2 RESULTING D RECT�LY OR INDIRECTLY BE SOLELY SFROM PONSI HIS OPERATIONS, WHETHERFOR ANY DAMAGE TO EOR NOT SUCXISTING H�ES Y Y w a WEST 0.09' FROM RECORD LOCATION. Lu Lu In Q 4 CONST. HANDICAPPED ACCESS RAMP PER CR`( STANDARD PL. N0. 102 & 103 (r Z Q 1 FACILITIES ARE SHOWN ON THESE PLANS. w 3 U) APN 226-*-Its APN 226-1"-OM 5 CONST. DRIVEWAY APPROACH PER CITY STANDARD PL. 101-A EA. 26 0 0 3 -�!•a smLE-FAA&Y nEsnFx � nAL smu-rAwy oERnAL 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 00 Lu W ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY I 6 CONSTRUCT A2-8 TO A2-6 CURB do GUTTER TRANSITION PER CITY STD. PLAN 104 LF. 86 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 7 SAW CUT do REMOVE EXISTING PAVEMENT, CURB AND GUTTER SF. 450 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- ' - 8 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. PLAN 103 SF 7,688 GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES w tQT MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I XT 1 2 I ; 4 s 6 7 s 9 10 E1 12 13 14 � 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307 CASE B EA. 1 c I I I I I I I I I I 51 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR VICFM MAP TRACT , I I 2 ( I I 12 10 INSTALL STREET LIGHTS 51M LUMENS HPSV BY SCE PAID do CORRDINATED BY DEVELOPER EA. 9 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. NOT To scnLL fW02 - �r�A�Y 11 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PLAN N0. 134 SF. 4 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 - -- J 12 INSTALL STREET TREE PER NOTES do LEGEND HEREON 47 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE -_ SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE C%NN ON P1.AUE MATERIALS AND/OR SURFACING. I AYE,OR __--- - - - - A. 13 �, ADJUST MANHOLE TO GRADE EA. 4 VAC(STATE H6FNrAY W) 09 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 14 ADJUST VALVE CAN TO GRADE LF. 4 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL o CONTENT AND GRADATION OF ASPHALT PAVING. I I I 3 ° 15 STENCIL "STOP' AND STOP BAR EA1 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 1 LATI 00 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, i g INSTALL CALTRANS SIGN R2 (25) & PAINT 25 1 2s I 24 I 23 I 22 I 21 20 I 19 ( la 17 I 16 ES ( SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Ir r 3 17 INSTALL CALTRANS SIGN W53 EA. 2 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN w y.- - = TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 18 INSTALL STOP SIGN PER CITY STD. 401-B do CAI-TRANS R1 EA. 1 z 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 _ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE - - - - - - - - - - GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. DAY CREEK BOULEVARD 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE TF4AC7 NO. ., . , MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14403 VACANT 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF (914 ArmcY fuzoefflAo OMW sf"4AAI.Y THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF N.T.S. 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 ItR/W ��t r" STORM DRAIN NOTES CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. RAW INDEX MAP L E G E N D 51 CONSTRUCT M.H. NO. 1 PER CITY STD. 318 EA. 1 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 60' SCALE 1"=100' S2 INSTALL 30' RCP, 1500 D 208 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 9 DEN(M STREET PLAN S1�T NUMBER 53 CONSTRUCT C.B. PER CITY STD. 300 LOCAL DEPRESSION PER CITY STD. 307 CASE B EA. 1 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 30' 30' 54 REMOVE EXISTING STORM DRAIN LF. 15 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 12' 18' 18' 12' ENGINEER FOR APPROVAL. 1.0' 1.0' 10 DENOTES STORM DRAIN PLAN SHEET NUMBER 55 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 EA. 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE DENOTE$ PROPOSED STREET LIGHTS I INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE 0.5 4' 0,07' 4' 0.5' DENOTES STREET LIGHTS PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED 2 1 2 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- 1 7� -1.7� DENOTES STREET' NAME SKI ACCEPTAB F TLE CITY ENGAY D ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- mom - DENOTES STOP SIGN R Tl 5.0 TAYLOR CANYON PLACE STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY. (TYPICAL) 60' R/W - INTERIOR STREET SPACE N.T.S. 0 TAYLOR CANYON PLACE ERIOBOTRYA DEFLEXA BRONZE LOQUAT TREE 3' 25' O.C. 15 GAL. 39 EA EXISTING SURVEY MONUMENTATION Q�pVESS/p" SPECIAL NOTE: CONSTRUCTION NOTES FOR STREET TREES I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY O �p J � THIS PROJECT. ALL SAID MONUMENTS WHICH CUREWNTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE o�P FtiJ � CITY OF RANCHO CUCAMONGA DRAWING NO. 1803 SHEETS 1,2,3,14,17 OF 21 4 5 DESCRIBED AS FOLLOWS: `�' Z Z REVISIONS SHALL BE CONSIDERED A PART OF THESE PLANS. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. No. 052496 M SEE INDEX ABOVE * Exp. 12-31-06 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT DATE1 1 03 s� c VIL SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT EDWARD LENTH RCE NO. 52496 9�F GF CAQ� DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 11TLITY CONTACT DESCRIPTION OF REVISION DATE 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 RANCH 0 CUCAMONGA MR. BOB STALUNGS 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 STREET AND STORM DRAIN THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS GENERAL TELEPHONE 1-800-483-3000 TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON e�THESE PLANS. ESS/J. p IMPROVEMENT PLANS FOR O _ SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED " �`P�O `F�"9` TAYLOR CANYON PLACEy �� 216 N. EUCLID AVENUE 1-800-427-2000 COMM. TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE o = TITLE SHEET ONTARIO, CA 91762 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS No. 052496 Z AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION * Exp. 12-31-06 9641 SAN BERNARDINO ROAD CIVIL � TRALT NO. 16306 RANCHO CUCAMONGA CA 91730 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S qTFor CALF APPROVED BY `/ DATE: �r METROPOLITAN WATER DISTRICT (909) 593-7474 AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH �yGw/ Vl l�' � REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CITY ENGINEER '`' I RC '4 24953 700 N. MORENO AVENUE LA VERNE, CA 91750 RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA DESIGN t:= ,./o.:� na2oReeAinA�e. RECOMMENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PREPARED FOR: s�e,� COMCAST 909) 983-9895 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF R.A. • ooKicN k.in.,CA 9261 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 685 L.L.C. BENCHMARK NUMBER 1638 l I Voice:949-251-9821 1205 DUPONT STREET PORTION OF RED HILL) REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ELEVATION : 1297.297 DRAWN a- SCHULTZ FAX: 949-251-0516 SHEET ONTARIO, CA 91762 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 5109 EAST LA PALMA, SUITED 24' EAST OF C ETIWANDA AVENUE P.S. PLA N E RS ENGINEERS SURVEYORS 1 3 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN AND 40' NORTH OF � BASELINE - OF MARKS CABLEVISION 909 987-6275 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ANAHEIM, CA. 92807 CHECKED DRAWING N0. 10808 FOOTHILL BLVD. #120 �909� 880-0222 NEGLIGENCE OF THE OWNER OR ENGINEER. PHONE: (714)693-1900 BRASS BENCH DISC IN TOP OF NE END RCE NO 52496 RANCHO CUCAMONGA, CA 91730 FAX: (714)693-6730 OF 4' x 2' CONCRETE BOX CULVERT E.L. DATE O FILE NO 1 0 3 50206\IMPLANSI\SIP01 2-03-03 PROJECT SHEET N0. OF W to r U A U ' - _ _ ___.. . v i _. '�820 t� �' • PROPOSED EASTERLY N I TOP OF CURB r". n R-1.00% riso m 1N N o all ai N n n i .50% R=0.50X R$ w0 Rte_ 1480 LT �SOx 100' V.C. 4'` w r t Ul 2 N I tib PI=1499.00 a :� N o ' PORTION 150' V.C. �°� Pi 1521.50 29.32' 57.53' 69.64' 8 LO.C. TANG. LO.C. i 8 F 1 f i t . -. .. 4. .. .. .- -.. .. _.. ...._.. ,. -...-.. .._ ..-....-.... ._-_ ..-- .._,.. ..._..-.« .. _.....,_ ._.. __...x.. _..._... ..- .. .. -.,-...... -. _.,._. ... .-. .,. _... -_... ...... ._ .._._.v ._..... ._ _ ., --.. .,.. ..a -. g _. .._.....,-. -... s..._,_.,.....-_ ...-_ ._.,.- o -._ .. a ... .r .._....._.,..... _-. .. 4- _...... .. ....,._:, .. .L ... Y..._......,. _. _....r r....... ___,. ,_ ._,..,. . ...,.-.. _a .... -........ ........ ...... .,...a _._-..._ _... ... ..... ... _......_. .,.-._.... _..-._.._ .. ...i _. ... .. ..• ........ ..___.. .... . ... __ ,.. -. -. _...... -.. . _ ....._ ... .. .._...,.._ _.. -..-. .. --...... ..,._. ._ . _......_- .._... ... .-_ ..... - -_ : R=3.00% ' f La 1520 {E _ cl _ + - �I'� • O i , 1 i � i i .. R� t r I } N PROPOSED FlNISH SURIFACE O t ,. I 0 w d _ 1480 'CL _ 150' V.C. nj PI=1521.43 > o o o a T r t Iw V.C. R,_4 i ± 30X 200' V.C. PI=1498.93 ' PI=1480.93 I j I ► I PROPOSED WESTERLY I i 1 U 4 I � R i 1 t t TOP OF CURB I �52dfZT gni �! M M 1 N v� C M Os N rn n -0.50 R=0.W% LO.C. Lj a R -1480 'RT F2 0 Ra �`SOX 100' V.C. -4• d t `n ", 1 40 • PORTIM 15D' V.C. w PI=1521.50 O 11+00 PI=1499.00 cv a� R=-4.44%, R=7.57% 29.32' 57.53' 69.64' i PROFILE SCALES LO.C. TANG. LO.C. HORIZON. 1"=40' VERT. 1"=8' i . I 10+00 PLANSCALE 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 +00 CONSTRUCTION NOTES O1 CONST. 4" AC OVER 4" AB. (AS SPECIFlED BY SOILS ENGINEER) Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY M. PLAN 104. w I Q3 INSTALL STREET NAME SIGN PER CITY STD. PL. 401 A do B 8 5 6 7 8 9 10 11 12 13 5 14 ® CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 do 103 2 3 4 � Q5 CONST. DRIVEWAY APPROACH PER CITY STANDARD PL. 101-A. ao o © CONST. A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. N - LQ U 60 N o o N 5 O7 SAW CUT & REMOVE EXIST. PAVEMENT, CURB AND GUTTER. 0o rn �� 5 10 5 5 5 `�' 5 10zo � 5 m °r.' w OR rn m ® CONSTRUCT 4" PCC SISEWALK PER CITY STD. PLAN 103. CV N N M cli C`4M M M CC) Q9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL. NO. 307 CASE B 0 10 5 5 N °° N ag "' �' N "' + K' Z I 5 9 00 5 $ 2g' 10 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID do COORDINATED BY DEVELOPER. 'JAL) r z + �'+ N io 1 ��„ �o H _ �0 12 "' 2p 24' - 11 INSTALL ARE HYDRANT MARKERS PER CITY STD. PL. NO. 134 _ 1 � � � 3.63 C> I S 3 ECR 10 � `e vc 12 `in - 59.89' 35 14.40' 66.80' 67.00' 67.00' 15.21' 48.22' 22.22' g 26. ]' t0 �`' 12 INSTALL STREET TREE PER NOTES do LEGEND SHT. 1. 6 1 67.80 TYP. 68.20' 68.20' a a a o m 11 s -- C 6 0 13 ADJUST MANHOLE TO GRADE. 18 66 00 a 0 13 5 19 Q - 14 ADJUST VALVE CAN TO GRADE. s '9� s7.00' D 2 3 15 CANYON ,fi 17 LACE 2 l - 15 STENCIL "STOP" AND STOP BAR + ++ - s 2 ff 14 13 - i i - - - - - - --T 7.51' S .13 1 4 8 AYLOR-�-_- 13 _ � 15 �` - 14 4 _.._ _ o � 11 14 9 8 2 � 16' - » 16 INSTALL CALTRANS SIGN R2 (25) k PAINT 25 C t 4 Z6 - - �1 ran 14 8 _ � � _ � � � a N � � � � a - e 17 INSTALL CALTRANS SIGN W53 - o • f 6 1 2 � 41.65' 13.89 57.34' 69.40' 69.40' «. 1 .89' X6.66' N � 18 INSTALL STOP SIGN PER CITY STD. 401 B k CAI-TRANS R1 4 4 0 74.00' 34.49 0 12 2'81 71- ;'3.80' 73-00' N � I` - N o - m M TYP. (STAT r HI rl�lV AY O 71.80'3 + N �i o8 70.00' 12 � r; �' i o i o M o rn rn c� 1 1 O� cn N 16 � TYP. 06 Im M m io is Q io cel io o .0 M CN . 8 + i0 Cla i0 F- + �- + CO f"N 00 00 I m 4m 2.I + o � - i-n 5 5 10 5 5 < `o mof w zo C=) in 1 iii 10 i� 5 5 + rn uMi 5 N 15 OR ^ ( N - 8 - 5 - 5 5 23 22 � � 21 N 20 19 N 18 N 17cc cl, 16 , 5 o CITY 5 24 2 N N I SCALE 1"=40' DESCRIPTION OF REVISION DATE APPROVED: 10 26 25 I N 33' 33' CITY OF RANCHO CUCAMONGA „ 22' 22' � ' 6.5 I 6.5' _ 4'SNV LOT 4'Snni y a 5 A STREET IMPROVEMENT PLAN FOR 0 5' TAYLOR CANYON PLACE C� CURVE TABLE TRACT NO. 16306 # D R L T 1 90° 00 ' 00' 27 . 00 ' 42 . 41 ' 27 : 00 ' ' 4 2 3- 17 '29' 1000 . o o ' 87 . 44 ' 28 : 73 ' APPROVED BY D�ATE:7 � 3 3° 17 '29' 1018 , oo ' 58 . 48 ' 29 . 25 ' CITY ENGINEER -PCE N024953 3° 17 '29' 982 . 00 ' 56 , 41 ' 28 . 21 ' QctOFESS/pN9 DESIGN rO.:. ✓InsoILd6NA.•. RECOMMENDED I 5 15° 0 0 ' 0 0' 1 12 . 0 0 ' 29 : 32 ' 14 75 ' 4Q``� P�� 3' lF �Fy CITY OF RANCHO CUCAMONGA R A ` = Y sv»•350 p� 'yZ �_ BENCHMARK NUMBER 10071 o O K I c H I.a"•,CA neu U L 0 __ 6 21 0° 00 ' 00' 38 . 00 ' 139 . 28 ' 141 : 82 ' - No. 052496 Veice!949-251-8821 z ELEVATION : 1446.270 41 ,111 , , 7 2 33 44 352 , 00 15 74 ' 7 . 87 ' W SET 2' BRASS DISK IN CONC.WALL STAMPED DRAWN scNuirz Fix: wvssiosl6 SHEET oc Exp. 12-31-06 "CITY OF RANCHO CUCAMONGA BM 10071 1987' P.S. Pl NERS ENGINEERS SURVEYORS Z 3 8 2-33 '44- 37 0 , 0 0 ' 16 . 55 ' 8 27 ' Jj CIV It �Q ON NORTHERLY SIDE OF HIGHLAND AVENUE OF 9 2°33 '44' 388 . 0 0 ' 17 , 35 ' 8 . 68 ' ATF Of- CA0 100 FT. EAST OF HANLEY AVENUE, CHECKED 52496 DRAWING NO. 8 FT. NORTH OF GUARD RAILING RCE NO E.L. DATE '' \fir o FILE NO - , PROJECT SHEET NO OF 50206/IMPLANSI/SIP02 1-23-03