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HomeMy WebLinkAbout1988 11L IN 14111111111k HEh I ANLJ QOLTOE mM mUlmlIA114m I AmPR%%`,j`% '"E"FAIENINI'm lmftLAftl m M m mff mV GENERAL NOTES "Atwo I v 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO %�70zmiim 1 oid IN CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROJECT SITE F-1 Im ww's m R% EL ELJ CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO WILSON AVE. s a T AV %Ar aJ'a AN AF MEm `E Ar m IN lu AFIL rA wILTHESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER VINTAGE ®R. METERS—,VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-O -- Y 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 CONSTRUCTION NOTES AND QUANTITIES ESTIMATES COST TO THE CITY OF RANCHO CUCAMONGA. ROUTE 30 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 4 210 z ® HIGHLAND AVE. T T IMPROVEMENTS U U THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES . 1 . 159 2-1 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CUCAMONGA PUBLIC WORKS FROM THE CITY OF RANCHO > w v m Q a 1 CONST. 3" AC OVER 4" AB. SF. , 52,909 w w � w 1 � 1A CONST. 4" AC OVER 4" AB. __ 21,141 4. A PERMIT SHALL BE OBTAINED F W W SF' ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY v Q4 2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. LF. 3,079 4,127 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. Q � -- " INSTALL STREET E SIGN PER CITY STD. PIAN 401 A & B 3 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES 4 CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 103 Ek -- 8 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- .f f 5 CONST. DRIVEWAY APPROACH PER CITY STANDARD PL.. 101-A SF. 4,356 4,092 GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. VICINITY MAPf ' -- NTS M. 1" I.P. & TAG LS 4430 16 6 CONSTRUCT A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104 LF. __ 193 7 NOT USED SF. 6. ALL SEWER, WATERBEELECTRIC, CONSTRUGTED PRIOR OR OTHER PAVING.UTILITY LATERALS, MAINS, OR FLUSH PER RS 38/42-44 CROSSINGS SHALL 1 8 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 103 SF 13,992 18,850 ` 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307 CASE B �. -� 7 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING PL R/W R/W ,f, ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF .' 18 E ORRDINATED BY DEVELOPER EA. 12 17 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 66' 10 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & C 4 3 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE LOT 2 11 INSTALL FIRE HYD MARKERS PER CITY STD. PLAN NO. 134 MATERIALS AND/OR SURFACING. 33 33' - :' ,` gip, 19 12 INSTALL STREET TREE PER NOTES & LEGEND HEREON Ek SEE BELOW SEE BELOW 14 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 2.0' LOT B 11' 22' 22' 11' 20 13 ADJUST HOLE TO GRADE EA, 6 6 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 1.0 ° 15 U 14 ADJUST VALVE CAN TO GRADE EA. -- 1 CONTENT AND GRADATION OF ASPHALT PAVING. 15 STENCIL "STOP" AND STOP BAR EA. 3 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 1 �'` 14 16 INSTALL CALTRANS SIGN R2 (25) & PAINT 25 EA. -- 1 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 1A � 0.04' 4 0.5 _ SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 0.5' 4' ' '�� 2�- �-�- � m ��w.�� 17 INSTALL CAL NS SIGN W53 2% 2 e 2 2% 23 13 18 INSTALL STOP SIGN PER CITY STD. 401-B & CALTRANS R1 Ek -- 3 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 1.7� 1.7ge .��-��-�-�----.."� TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. - 19 CONSTRUCT PARKWAY CULVERT PER CITY . PLAN N0. 107 CASE B EA. 1 t 8 24 12- 20 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN N0. 307 (CASE PER PLAN} Ek 2 -- 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY �� $ 25 � 11 ®® MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE f 21 REMOVE EXISTING BARRICADE Ek 1 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE a ._w 22 INSTALL CURB ONLY PER CITY STD. 104, Al-6 MODIFIED Cr CURB PAGE Ea. 1531 -- GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ® T.I. _ 26 F 9 0 23 CONSTRUCT Cr CURB ONLY PER CITY STD. 104, Al-6 Ek 1813 -- { _m ww.... 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE U 9 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. BLACKSTONE DRIVE 27 TOR DRAIN NOTE ' / - ' 37 CONSTRUCT 42" RCP (D LOAD PER PROFILE}. LF. 0 201 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF _. CONSTRUCT 48" RCP D LOAD PER PROFILE). _ 0 259 THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF R/W N.T.S. 38 ( } CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY _ 29 7 39 CONSTRUCT 36" RCP (D LOAD PER PROFILE}. LF. 0 160 THESE PLANS WHICH IS NOT SPECIFICALLY LASTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. R/W s !- 40 -/N5T�9LL 6�' �5`CyE"DUZ DC7 f'!/G' 2e4w f'/r�'� LF. 0 AS 60' 30 _-l_.____ , 41 CONSTRUCT 24" RCP (D LOAD PER PROFILE}. �, 102 408 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 5 CONSTRUCTED AT EACH INTERSECTION. 31 42 CONSTRUCT 18" RCP (D LOAD PER PROFILE). LF. 62 244 30 30 43 CONSTRUCT HOLE N0. 1 (36" PIPE AND SMALLER PER CITY STD. PLAN 318) EA. 0 2 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ' 18' 12' 32 4 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 1.0' 12 18 1.0' � .._ ......�._ • 44 CONSTRUCT HOLE NO. 2 (36" PIPE AND LARGER PER CITY STD. PLAN 319} E• 0 2 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY _..... _ 3 45 CONSTRUCT HOLE NO. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 EA. 2 3 ENGINEER FOR APPROVAL. _..33 46 CONSTRUCT HOLE NO. 2 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 319 EA. 0 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY �q 2. ..w 47 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 Ek 4 7 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE � INSPECTOR. 0.5 4' 0.03' 4' 0.5' 48 CONSTRUCT 72" RCP (D LOAD PER PROFILE). 2 1/4! MIN. CONC. COVER OVER STEEL LF. -- 493 1 2 M.__: 1 CONSTRUCT 4' X 6' RCB PER DETAILS SHEET 13 LF. -- 35 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE 2 2% .. R. 49 2% ,.W �... PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED :...- 1.7% r 50 INSTALL TUBO STEEL FENCE PER CITY STD. 608 �' I ` 1 latc LF 330 ®_® ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- __ a a s a u $ 20 19 . - 4 51 CONSTRUCT JUNCTION STRUCTURE N0,` 2 PER"CITY STD. 331 EA, o -- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE CITY ENGINEER. 52 CONSTRUCT BRICK & MORTAR PLUG __ SATISFACTION OF THE LF. 2 21 18 18. MANHOLE RIMS AND VALVE CANS SHALL BE ADJUSTED TO GRADE. L E G E N DAmmok _.,_m. 53 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334 �. 1 T.I. _ 2 r 17 54 CONSTRUCT TUBULAR STEEL GATE PER CITY STD 608 (MODIFIED 20' WIDE, 2 - 10' PANELS) EA 1 -- DENOTES PROPOSED STREET LIGHTS __. __v.. __rv.. # -1 -- 55 CONSTRUCT CONCRETECOLLAR PER CITY STD. 329 EA. 0 1CONSTRUCTION NOTES FOR STREET TREES STONEVIEW ROAD AND DUNCASTER PLACE23 56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 EA. 0 1 DENOTES EXISTING STREET LIGHTS _.._. (TYPICAL) 60P / INTERIOR 24 15 $' 15 57 CONSTRUCT CMP CATCH BASIN PER CITY STD. PLAN 311 (24" RISER} �• -® 1 1• ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. N.T.S. 58 CONSTRUCT RCB/PIPE TO TRAP CHANNEL JUNCTION PER STRUCTURAL DETAILS SHEET 13 LF. 2 1 DENOTES STREET NAME SIGN _. _ 25._..._ � NOTE: � 14 59 CONSTRUCT 5'H x 8'W RCB PER STRUCTURAL DETAILS SHEET 13 EA. 118 -- 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SPECIAL SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT cv 60 CONSTRUCT HEADWALL WITH TRASH RACK PER STRUCTURAL DETAILS SHE TRASH RACK EA. 1 �- DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE DENOTES STOP SIGN _ ,.... PER CITY STD. 312 3 CITY INSPECTOR. CITY OF RANCHO CUCAMONGA DRAWING NO. 1803 SHEETS 1,6,11,13,18 OF 21 /® ca 2s .M1. 61 CONSTRUCT TRAPEZOIDAL CHANNEL PER STRUCTURAL DETAILS SHEET 12 - LF. 456 -- 27 12 62 CONSTRUCT FLOOD WALL PER DETAILS SHEET 16 LF. 790 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CITY OF RANCHO CUCAMONGA DRAWING NO. 1435-D SHEETS 1,7 AND 8 OF 180 __ to _.._.__. __ 63 REMOVE CHAIN LINK FENCE25 LO A LF. 1000 DIVISION. CITY OF RANCHO CUCAMONGA DRAWING NO. 1836-D SHEETS 1 AND 2 OF 2 Q 11 64 CONSTRUCT FENCE AND GATE PER CITY STD. 607 LF. '?1 4. STREET TREES ARE O}.,BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CITY OF RANCHO CUCAMONGA DRAWING N0. 1488-D SHEETS 1,13,14,15 AND 16 OF 24 A3z�� F- 65 CONSTRUCT "V' DITCH PER SECTION A/9 - LF. 940 _- �' �-- T I 10 U � � REVISIONS SHALL BE CONSIDERED A PART OF THESE PLANS. m._.. _......-... ��..-".-�--�-.-._�- � 66 CONSTRUCT MANHOLE'N0. 3 PER CITY STD. 320 MODIFY WITH GRATED COVER EA. 1 ��,��� �I�� 1�� ��.��1��.�.�- -ice 1°.t��.re, ��� • _,-G~ v 9 67 CONSTRUCT 4' H x 5 W RCB PER STRUCTURAL DETAILS SHEET 13 EA. 965 -- b, 0► L I s% C,-4 Y $ , EXISTING SURVEY MONUMENTATION �pF ESS`� _...m. ._.._.,_ HEADWALL WITH TRASH RACK PER DETAILS SHEET 15, TRASH RACK PER CITY STD. 312 LF. 1 -- ( µ L .� \1 r' �' Q Nq E $ 68 CONSTRUCT H 4 ` \71_ - a `Tu 2� 3- I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY �,�4� PQ,O J. �� � _ ._._ 69 INSTALL LIGHT LOOSE RIP-RAP, 10x10', 3' THICK. Ek 1 ` 1S ®�, W r ► THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE �� ,, �, �/Q/TCf� Sh'T, �, .� U/S ' �.9 /�"T. i?. 'D Y.994'� DESCRIBED AS FOLLOWS: "' `'� z , ' 1 7 70 INSTALL GROUTED RIP RAP 2' THICK SF. -- r,2�e ?�iQtO ,p,E,gl�Cl��t/N �j/4/t�r'S'f� , 2 ,2 "!//,SE'.F'�9Y O. � l' No. 052496 ,,, E� E " m..___... -- 3300 S,FIT. 5, L�,OL?,Cf/LIhlitlG CUA c �� G(/.9LG S'fT S. /G2 /G I�"�. _97"� SEE INDEX ABOVE r c� p• E ° ` 71 INSTAL ' AG OVER NATIVE SF. W Ex 12-31-06 E E"f ti- EX _,. s 72 CONSTRUCT HEADWALL PER DETAIL SHEET 12. TRASH RACK PER CITY STD. 312 EA. _- 1M oVtia DATE 9T ��� E 9� E 2 E - - - BRICK AND MORTAR SEAL EXISTING CATCH BASIN OUTLET. CORE NEW 18" OUTLET REFORM GB Ek __ 1 � >a s�►�(?c�a�- ai+> c L.�T G= ; EDWARD LENTH RCE N0. 52496 �F CAE�F `� ��, , F 5 <c.y 73 BOTTOM TO DRAIN. , �' Gc� /� S �! �? ,FE`` ,E� 74 INSTALL LOCK PER RCFPD INSPECTOR Ek 1 ___ �EP c � 7" wITg lq D 75 INSTALL SIGN PER RCFPD INSPECTOR "DO NOT BLOCK FIRE DEPT ACCESS" SF. 1 Q E S C R I T I 0 N 0 F V I S I 0 N DATE T TTY CONTACTPRIVATE ENGINEEFTS NOTICE TO CONTRACTOR rog jzoomotl Aim.-Y. E �oGE o �° � 4 9� JAPPROVED: CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TOis" EXCAVATION. �` ' \�' ® 3 76 /�vAnna ,5T.4GZ 6�'0,�5'1461& A6Q WIr/9"'�GZ a': /'�' �.9. -- 2 MIN. GROWA " u Fi GT 0m& F RANKANnov" A mmm EL EGA SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES t STREET BOTANICAL NAME IT COMMON NAME SPACING SIZE QTY, MR. BOB STALLINGS SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO TH SPACE 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 o�ESS IMPROVEMENT PLANS FOR TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON �" BLACKSTONE DRIVE PRUNUS BLIREIANA NONE 3' 20' O.C. 15 GAL. EA. GENERAL TELEPHONE 1-800-483-3000 THESE PLANS. ,' 4�0 Pip J. ��,`��• TITLE SHEET SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED -800-427-2000 COMM. SO THAT ALL EMPLOYEES ARE ;4 STONEVIEW ROAD INUS OXICARPA RAYWOOD ASH 5' 25' O.C. 15 GAL, 146 EA ; w 216 N. EUCLID AVENUE 1 TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS1 HAAO%&T lk m0m lm=wA0%h'"Awr&;A02 AND` 15W02 1 ONTARIO, CA 91762 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS No. 052496 ,T, AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH Exp. 12-31- CUGAMONGA VALLEY WATER DISTRICT (909} 987-2591 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 1�Ip� 'Z pN�-7 'DUNCASTER PLACE MELALEUCA LINARIIFOLIA FLAXLEAF 5' 30' O.C. 15 GAL, 6 EA. sT CIVIL. Q' ROW2004--01 $05, ROW2005 00054, OW2005--00055 9641 SAN BERNARDINO ROAD PAPERBARK �y T�OF CAI.�FQ� APPROVED BY DATE. RANCHO CUCAMONGA, CA 91730 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS LE AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTHINDEX MAP ,� 77 ef.�/t/S'T, 'l/G`T 1/ /.,,2lTG1�.�'�.�' O�"7,4/L ��� � G.� car _ " r 7 - N , . .. U ITI N i 1' 1 DETAI IES►= CITY ENGINEE SEE , RCE No 24953 METROPOLITAN WATER DISTRICT (909} 593 7474 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 700 N. MORENO AVENUE ,° ,- �� SCALE 1"=250' LA VERNE, CA 91750 IPREPARED FORE RA A` Ar"N'O�A CITY F ACRO CUCAMONGA DESIGN MORE 17a2aRedi,inAve. RECOMMENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE °` `J. THATCHER 111 lNullk) UUUIviR.A. sure 5 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF p �' H Irvine,CA 92614 COMCAST 909} 983-9895 G SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ��= °8 - 5 L BENCHMARK NUMBER 1638 ' Yoice:949-251-8821 1205 DUPONT BEET PORTION OF RED HILL} THIS PROJECT, INCLUDING , DRAWN NOT BE LIMITED TO NORMAL WORKING . 31/E2 68 • • . ELEVATION . 1297.297 s c H u L z PAX: 949-251-0516 SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND N ���/ 16 ONTARIO, CA 91762 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER IL 5109 EAST LA PALMA, SUITE D 24' EAST OF ETIWANDA AVENUE P.S. P N E s ' E N G N R s SURVEYORS OF AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ��,�, AND 40 NORTH OF BASELINE ANAHEIM CA. 92807 � ;,,��.. .. DRAWING NO. MARKS CABLEVISION 909 987-6275 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ® BRASS BENCH DISC IN TOP OF NE END CHECKED RCE NO 052496 10808 FOOTHILL BLVD. 120 909) 880-0222 NEGLIGENCE OF THE OWNER OR ENGINEER. PHONE: (714}693-19001 01988 q. tot* ° I L ® Ia r- FAX: (714)693-6730 OF 4' x 2' CONCRETE BOX CULVERT E.L. DATE FILE NO RANCHO CUCAMONGA, CA 91730 MAIMT, , f 9A I:\50204\IMPLANS\SIP01.DWG 3/29/05 PROJECT SHEET NO. OF 77(:j .............. __7 -:7 7 "Ll, ........... cq__� A-0 7- 7' ........ _21 '7777777 7- jl� ........... OF -OP T .. ......... to, 777 Cr. ........ ........... 7' 7 7. --- ------- ....... .. .... ............. .......... LV -7+7 77- ............ ............... ......... ------ "77 twi- ------------- .........7u �7 ..........yw ........... r ...... ............. ........... =7 CC'w7 ------------- .......... .......... ------- ............ .......... ------ -0 ------------------ ............ IaT NG_- ----- ----------- 7 7- 771---........... ........... -------- .............�" ...... ........:_ ------ ----------------- 0 ----------- .......... ------- PROFILE SCALES -cy ........... ------ IORIZON. 1$j=40' VERT. 1 =8' 62.849 oco 21.21 -6.68' O.C. 602 3 4 5 7 8 9 LAINI SCALE > CB#5 CB#6 1 =40' 67.63' O.C. PORTION 148.38' V.C.W* 59 5' 14' - 51 - - 51 - 51 5' 21' 51 _ 5l _ P.1=1740.55 L" L" LA_ L" U_ U_ U_ U_ U_ C111-1 co U_ U") Cq U-) Cn m I- co po ff) M C14 <..) co Q0 (.0 co U-) co C.> C14 -110 4- LO to U-) LO U-) LO C I of CD -CD 00 b CJ 'co C�)2co CO C-.) C.) K V m T Q0 to LO(0 LO -d- V3 C4 Cj C4 C,4 " CN C�o C-1 C�o CN cjo T BLA T"NE P FE 0') m 1-0 m (0 r__ 17 m 17 Cd -7 r--:-7 a! -7 to LO Iq PO Cq Lq Iq SEE SHEET NO. 5 Uj r,- LO CN L.0 C-) 0; CO CD7; n C5 C3 r- C>" C:) r,�: -.4- -,d- C3 -4- ,d- -4- LO Lo co ILO Lr)r- W) r- LO U-) LO LO LO CO U-)CO LO (m LO + + + - -,- r__ r__ -4- --q- - -4- - 3 __j + + + + + + + + CONST. 3" AC OVER 47 AB. (AS SPECIFIED BY SOILS ENGINEER pr) ff') f,4*) CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. INSTALL STREET NAME SIGN PER CITY STD. PL. 401 A & B C) CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 2 & 10 5 CONST. DRIVEWAY APPROACH PER CITY STANDARD PL. 101-A. 0>1 30 %irk AL LD (ASE A �6 1 IL=PHA -8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. Typ. 5 SE T' lift A%0% 0 w M wjw% CONST. A2 f%m7 Eft NOT USED 34.94 28 24 O.0 5 5 CONSTRUCT 4� PCC SIDEWALK PER CITY STD. PLAN 103. 5 5 9 U-) 5 1 00 00 8.4 tUl) I U U-) Cli C'j 00 00 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL. NO. 307 CASE B m (6 _:R: C114 1: 2 O.C. C; (.0 LO LO + CD kAJ C" o6 + m C14 IS") + TYP. CO + + + @ INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & COORDINATED BY DEVELOPER. + C6 8 (6 r- + /Cc, PO to U-) co tn� 8 co zo 14' DRWY. eN 14 C14 C-) 1141 5 to r- i5 + zo 9 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PL. NO. 134 1 Tr. ------------4- -@ @ INSTALL STREET TREE PER NOTES & LEGEND SHT. 1. 4 1 4 mp., 6 L2 FJ 1*� FJ ADJUST MANHOLE TO GRADE. Ca 00 C'.1 - 3 lo� 00 2 ADJUST VALVE CAN TO GRADE. w co STENCIL "STOP" AND STOP BAR co 45'55" E7- 400.0)9 INSTALL CALTRANS SIGN R2 (25) & PAINT 25 9 LA L La LA LA IA IA ............to LA IA 4 INSTALL CALTRANS SIGN W53 8 &N V V ic L co Cd 00 0,44 Q) 00 C:) r--\7 INSTALL STOP SIGN PER CITY STD. 401-B & CALTRANS Rl I + 0-- 4 00 LO 10 00 C> 00 Typ. 0) C) __j P. r- � 00 LQ o6 U9 0) r-: 03 �z co h m 20) ti P. -f- m Q]TY C6 00 +CONSTRUCT LOCAL DEPRESSION PER CITY STD. 00 +in O_ to r- +m + q:+ + 00 8 PLAN NO. 307 (CASE PER PLAN) 2 7.63' + +to n 0 zo 5 loi- Is, JOIN PARKWAY DRAINz 0 U 0 PER DWG. 1803 z 1 12' STORM DRAIN cl:� 5 5 z _j Lli _j 5 &3@ INSTALL Er SCHEDULE 40 PVC DRAIN PIPE 5 i I �b �� 0 7 INSTALL BROOKS 1818 BOX WITH SOLID COVER z z EASEMENT 0 z 0 z 0 ow look z z 00 1 14 I'll 7 w 05; 0 %7 15 z Y 6w V 12 0 0 0�7 z LOT A +0 + (0 m r0 co C4 S T%J'lk E I W ff-s mot; ff-m Gm m mm ff-m U m 15.47' m "H 00" Ala'mUmCAm�m0h' N 'mb'A ClqpY Am" F "'A&mA LIJ B C-) m A 5) 5) 14' 5-p 5$ %4045%TREET IM"PRO"VEME104"T 'PLAN FOR EL a 0 % CURVE DELTA RADIUS LENGTH TANGENT U OP "IEW mKm'L AL 203-56'02 38.00 135.25 179.28 C4 n r__ V wl'm LJ Cq rl*� GRAPHIC SCALE C" m m C:) C) 28*24'50" 300.00 148.77 75.95 40 0 20 40 80 160 TRALIOT NO. 15982 ANm1mj* 15 2-1 2 8*16'3 0 112.00 55.27 28.21 (Jo rl- (Z) C:) m 04) 10'23'12" 18.00 57.65 28.90 C� Cq C" CD C) C" U_ U_ r-) po 4 r­� cq 8 6 A A. CD CD C) 27.00 45.02 29.7 r "-1- 95*32'05" 1* '.4- b lo r-, 00 1,- r- 1�_co r- co fl- ( IN FEET) DATE 86-01 '21" 27.00 40.57 25.19 C.) C_.) 1 inch = 40 ft. CITY ENGINEER RCE N024953 3'48'29 1982.00 131 .73 65.89 C) C; CD CD L DESIGN r-- u- r- L--1 i- Cq 17� ESS/ 3*48'29" 2000.00 132.92 66.49 -4- (=q I=c) -.4- A M 0 R S E 17320 Redhill Ave. RECOM ENDED r-2 'CHQCUCAMON _Q0 00 00 to J. CITI vl OF RAN Suite 350 3*48'29 2018.00 134.12 67.08 D 0 K I C H Irvine,CA 92614 04.4 0-1.4 .4 0,1.4 0.1 41 16-25'23 527.94 151 .33 76.19 5) 51 21' 51 51 ELEVATION : 1446.270 Voice:949-251-8821 No. 052496 m DRAWN S C H U L T Z FAX: 949-251-0516 SHE& 1200.00 153.33 76.77 27.63' - SET 27 BRASS DISK IN CONC.WALL STAMPED P L R 7-19'15 Exp. 12-31-06 "CITY OF RANCHO CU 981' J.M. S ENGINEERS SURVEYORS ;A2 A 7-19'15 1218.00 155.63 77.92 REVISED 1 DRIVEWAY APPROACH AND ADDED 2 YARD DRAIN CIV L ON NORTHERLY SIDE OF HIGHLAND AVENUE OF CID L U to A E B 77 77. TF T- F 9 3-2 4'5 3" 112.00 6.67 3.34 100 FT. EAST OF HANLEY AVENUE, 496 DRAWING NO. CITY CA0� 8 FT. NORTH OF GUARD RAILING DESCRIPTION OF REVISION DATE APPROVED: E.L. DATE FILE NO 1988 Pp(l 1pr.T qwr-I=T W) rr- 1:\50204\IMPLANS\SIP02A.dwa 5/09/06 � I I SEEMENEE - - -- � - -- - � I ­ ­­­­ -l----_­­­ "I'll­-_ --11-1111 -111-11-I I 1-1 1-1111 1-1 1-1 11-1- : ­­I,- 1-11111-1- 11 1-1 ----­ _-1_1 .11--I—, - 1.I-­ "I I I­_­I ­­''I ­ I— ­­._ I­­ _-1111.11- ­­ ­­­_11-11-1 11---,-­­ 1-11111 I-1 ­.­­­-, 11 I�"I-11 I I -I .l-- I 1-1-1 ­­­­ ­ _11---1-1_1-111 ­-11-111 "I'll""I -11,��l I­ .1111-1_111 ­ -.- I- "I .­_­ ,�-1- ___ I--1 I 1--l-- ____ lyll­: 1-1- ­­_1 11-1111-111 "' __11-1_1 I A-. ............__........ _­-, _­­_ --11-1 ­1111111­� _ __ -1 _­­ 1-11 ­ ­­ 1-1-1 -_-- I ­­­ "I I I- -_-11111-11__......, ­I_1-11 I ,_�­_" -111,111, ---,"', �� __l__ll -_ ­_- __ ­ ­­ -11- -_1 I 1_11--- :1�1'1'_­111_1 11.111, ­­-.1-1 11-__-1 1-1_111111 1-1­1-1 ­,III� ­� ",""'I'll", ���� - I'll I—_1_11-__l_ ­­­ .­,­­, ­__­I-I 1- ­­­ ­___ ­_ __ ­... -__ _­ ..I __ ­_­ I-.-- 111-1-1 �--1-11 ­­ 1-111-111-l­l­_1_1­ I—— _:",':"": _­­­ 1-1-1-1 11 1-111 ­_­ ­-­­ I--111- -.1-1-11 1-11-1--_ _1- __1_11 I—­ ­­ ___ I— ­­ ­ 1-111 -1_1 ­ - � __ 00 '' , __ - - �� ­ - _. -1 , .- ------ ­ ­­_ -,-- I—— --.11 ­­ - - � ,_­__- -_ I.- ___ ._---ll- 1-11- 1111111-1-11.1-11-1111 111-1-111 ll--- -11 �I _ ­-I I 11-11 1-11 -1111-1 -1_1111-1-- ­ -1-1-1- ___ .-11- --11_1-11 I­ 1-1111- I'll,­ -,-, -,-, I—— ,,,,ll, "I'll,I'll,I'll "I'll, I I - I- "I­ In_-,_'­__�:,," �'l I-1"I _­I I-1111 _1111-1-111 111-1-11-1-1 ­­­ ­­­ -- I 1-1 -1-11-1 1-1 I—- '1111-11-1 ­-, _ -_ �-11 ___, 1-11.11, 1.­ -,-,-� --11-1-1-11 1-11-111-111---_11l I— -11111-1 -1-1-111- ­­­­1-1--1 I—,­ --111-1- -1-1-1- ­ ­­_I—-11.""____ "Ill,- --1-11­11 ­ -111- -11-1"I'll"--111-11111 ­­ I-11 I'll, , �:_:_" : ,:_": I =w�l ­ " -­­ _1-1-1-11 ­ -_1 __ � 1-11-11-111:-111-1-1-11-.111-1-1-11,--111-11-1-1.111.-111.I.­­­­,-_11111­­111-1-1-1 1-1_11111 I _ ­­-,I- �'___":,"", "'�",",�_____-,,__'__,"_"", ­­­­ "'"'-1,�"::'l, ,:,,-�­',, __:�_�__ .1 I-1,- I I� Lm�_"ps. C - _,__'__ -_ 11 I "I---�- -­1111-­­­­­­................ ­­ ­­_ : � 1-1--­­­-1 1-1-----1 ­__­11 11-11.-1 -I——­1.11,1,___ ........._ 11 11.I—I-11,I'll, 11 11 I—­- ­I A-n__�...0 ;�4 1.1.1-11-­-11-111-11� ­­­'.. ­­ ____, -111 .­­_ --l-11-1­­­­­­­­­_1111-11 I'—­­­ 1-111111-. _J_------_-, ____,-,-,-- _____,__._____," - -1­__-­_ - __-1.1 ____________,_________',___ 1-1.----11,11,11-1111-I'll-- _41 1 -111-U ­ -_ � __'____- ­­ Il'l 11-11 ___, -, .______, I ­­ I——I­­­­­­ 1-1­___ _­­ ­­ -11-11- _,�, � ­ 1. 1-1111-1111 ­ -11­­­-1­­I 1-11­-1 �I ­­­­­­­­-11,I- -1_11._1-111-11 -1 ­­ -1 , 7 ­­'-.,-.-111, ­ __-1-1-11- -11-11_.__l_l : _11111-_l-_, -11 1-11-1-1-1-111-1. ­­I___­­­­I—_____ ," ''- 11 11 -,"- , -, - " '' -�",:�� "'�i::, " '" ---,-5_-- -::-,-,-,�-,:- "', H �­ ­ -11-11---1­ ­ -­­­-.I-.-,-",-______l_-­1-1­_',____111-1 11 1-1 1_- - _­"' ", -1 _____­� -1-11, --1 111-11.111- ___ ___',---,-,- ­­­___l_­l.___l_--11-1 '� "",__ ",", ", -5'_""�:",. �-1­ --1-1-111---- -11.1-1 ­­­ ..­­_1-1-1 -1­­­­­ ---1 I'll _1.1 _ �.......... I " -", :,�,�:, -,"""".,�' - -----� I— ­- "-,---,-"-,-,­­__ :_,�' 1-111, 11 I I I I—'l- I— 1_11-7 1-11111-11 _11-1111111 _11-111- ­­­1111111-1 11 I'll, �"I�, 'a , � 1-111-1-­........­I——­_ � __ I _­­-1-1 I—-1-I'll- I'll, ....... . .- - -11111-1 I-��11-11,"I -1-1-1- -111,111, I-­­­­­-,­­,­ -1-111111 ­­­-11-1111- 1-1-11--1-1 I 11 1-1 111-1 1-111-­­­­ I .-.I---- ._V-4 ­_--1.1 I—— -­­__'_____ _­­­- -__-, ­ ­_ -- - - -, __'. - - _7 ­­ ­­ 1.11-1 1-11-1-1 _____ ­_-- . __ - - ____- -____- _.__­_­'__­­_________­ I __-,---______,______­1-1_­­ ---__ ­__­­-fa-__­___lll_­_­_--_11- .__ --1-4 , _11-­ ­­ .1-11-1-11 __-__ ___.l-l-_-1­1__l_11_11 1-11----I--1 111111111-­­­­­­­_1111-1-1­­­­.,-1_1111­ _--_1_-_1_1 -.11-11-111- 11-11-11- 1-1-11,11- __', 1-11 -11 11111-_1111-1- __1 -1-1111-11-111-1- --1.-1 I'll--1''-" I— ____ ­_ .­ _-1"I­ ­­ -1- --1.11-I—,--1 I'll 1-1111-­----1-,'_,_-111-11-11--1 ____ _________,_ -1-11­_-11-1__­­­ 1__-___---l-11-­­ :-,_�' '_ .:"�,","''' _', �'df ­­­I -"",:, I., 1111-1-1 I'll, ­­ I—_. 1-11-111 �-1-11-1-.1 --1-11 �-.111-111,11, -11.-11_11­­_I.,­� ­1-1111 I -­_1-11-.. --1,I,- -,.-.- -11-11-1-111111- __ll_­­l­_1.11,11.11--1_1111--I ____.........._-,� ­__­ll_llll_­­­­­11111-1111- -11-11111111 I'll,­­­--1-11- 1-11111111-111 1111-111 rk.0.1. -11,11,11,I.1"I 11 11 I I­11 I ��_'_:__:�: ,_­ -,I 7_-- _w ­­- ­­­-1 _­-11"I-- 11-1111, 11 -1-1-111-� -1-1-1_111-I'll,"I-1 I� ­ I _111111- 11111-1111- 11-1-1­1. .1­_­ 1-1 ­-1­...11­1� ­­­ �.......-""" .......... -1 1-11-1-111­­.,I——­ _1111- -_111-11 11-1-1111, -A-V--I--4�__­­ ­ -1- 1-11,11, 111-1 I— ­ ...�"",,,"' I­ ��,::� -A VP_----------I'll. ­­­_11-11111- - - -111-1-1111-I....­­,­-_1111-.­­I'll, 11-1_11_11111-11-11111 I - ____________­f_l_ _-,_- -- - -_ _ I-___._­___--..-_­ - 1.111-___-__--__- ..I--,--.1-1--,-,-. -, 1-111-111-­ "I'll,-­11 p_--w _111-1111-1. 111111-1-11...1-1111-11-1-1_--11-_l-111711111- 777,777-07,-_ _"7..._:��­­lll "'-, 1-11-1-11-1 -11 I I­__ -­_ 1--- -1 :�---------=",_­­---------------- ,._-,_l_"l'_l'_'_'­'__'l_11__,__-_l ­­---1-1_­­­ 1-11- _111-111-111-11-1-111­_111111"..1.1­­-1­-11-11--1-1-11- -111- 1-1--- -11-11- __­­­­­­'_­_ I—-­­­­I—-­­ � . _1_1-1 l- 11--- 11 -11.11 ­­11 ­-111 I'll ­ 1-1 _"7",v - ­_-," � " ---_11 1111-1-11-1_­______,_­llllll__ll_­l­l­--1-1-1111 �'­�',­-1­­­­­­ _111--1-1 1-1-11.--­ , .. 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I CB#9 CB#12 I�.A - I J.M. 10 0 K I C H Irvine,CA 92614 80 160 �_ �_ 0 1) elp"� 8 88*25'57" 27.00 41 .67 26.27 40 0 20 40 (/) � Voice.949-251-8821 '" I I --A- I I I - No. 052496 :7- ELEVATION : 1446.270 DRAWN SCHULTZ FAX: SHEET 9 5*01 '46" 1618.00 142.03 71 .06 =___ m m - CD m SET 2" BRASS DISK IN CONC.WALL STAMPED 949-251-0516 - ���Ill I '0- Exp. 12-31-06 -r,'r' ;'PJ%A 10 - 10. 9*38'21" T982.00 -333.44 167.12 1 m * X I* "CITY OF RANCHO CUCAMONGA BM 10071 1987" J.M. PLANNERS ENGINEERS OF 'mo% � a - - __ - __ - - __ - F - F �l - '------ "--- - ,-T-- 7q ,FT _L ---,-- ---,- - F_- 7 7T 1 1 11 9*38'21)) 2000.00 336.47 168.63 ( IN FEET) 1�^,�� /V I \ ON NORTHERLY SIDE OF HIGHLAND AVENUE I DRAWING NO. 12 9*38'21" 2018.00 339.50 170.15 1 inch = 40 ft. C \� 100 FT. EAST OF HANLEY AVENUE, -------I-%- RICE No 52496 0%0%0% DESCRIPTION OF REVISION DATE CITY AILING E.L. 1UM5 - ______ _______________ _________ !11 IAPPROVED: j I - I DATE SIIU106 FILE NO - I PROJECT SHEET NO. -OF 1:\50204\1 M PLANS\S I P03A.dwg 5/09 06 ............ t7 -T- -F ...................... --c RE .......- 3 P--�-� F. .......... ...... .................... 7 7n- 770.......... ........ ...................... +--------------- 77C*7177... .......... 7777�.................... I -4........... ................................. ....... ------- --- ----- -OD--------------- 7- ------------.........................3-U7 77-U ............----------I ------------ to-4---------- -U-............ PROFILE SCALES -------- "nRIZON. 1 =40' VERT. 1"=8) 2 Awl& A-Nib, 3 &P%U z z z 5 2b 29 PLAN SCALE 1 =40' AM Run V KA ,%5&_uUNSTRO ""'TIOM 111RA"k T E r%%CON ST..�r AC OVER 4� AB. (MA's SPECIFIED BY SOILS ENGINEER) Iftm 28 �6 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. 27 25 24 23 20 Tj INSTALL STREET NAME SIGN PER CITY STD. PL. 401 A & B 5 CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL. NO. 102 & 103 IS') 5 5 5 (0 Lq 5 1 U')�4- r- (0 �- U')CONST. DRIVEWAY APPROACH PER CITY STANDARD PL. 101-A. 00 C14 C:) IU-i Od +�; C:) r-1 . 6 to 0) .V) + (0 to 5 CONST. A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. C:)M: r--: %- CD C:) In -t-C14 + r- ; LO + t6 m Cq 8 CN ,4 k- rl- + C:k to+ Cq 0: + Cp + 111 +C:) Zo NOT USED + co 8 + CO C%j C:) (.0 11/pp. - + TYP.CONSTRUCT 4 PCC SIDEWALK PER CITY STD. PLAN 103. mp cf) 4 TYP. 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL. NO. 307 CASE B .0 8 rq j -A--- -'r I L. 5 17 rN,[--L 113 A A INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & COORDINATED BY DEVELOPER. omo - ---------- ------- ------- c 28 b bV7, YP. -00* 6 �7 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PL. NO. 134 3 5 2N�* I IAS A @ INSTALL STREET TREE PER NOTES & LEGEND SHT. 1. 6 LU bij ADJUST MANHOLE TO GRADE. d Li LU ADJUST VALVE CAN TO GRADE. U .4 C) 5 C" 00 LO 00 00 00 1 1(6 00 @ STENCIL "STOP" AND STOP BAR 00 114-8 00 to CD + lift + Typ. + cl� -d- -14- - + 8 1 TC C) rw) rl-. C:) cy-@ INSTALL CALTRANS SIGN R2 (25) & PAINT 25 + + 8 + + TYP. CID Typ.C, + TYP. U") to 1857. 9 CNI im "mw -< --. I C`1q < INSTALL CALTRANS SIGN W53 4e7ft &0 1---; TC ZO C/)zo co 19.04'-B & CALTRANS R1 5 INSTALL STOP SIGN PER CITY STD. 401 @ 5 5 W 5 (L9) CONSTRUCT PARKWAY CULVERT PER CITY STD. PLAN 107 CASE B AM=ts A Af% In 4^ 13 TC 8.001,O.C. W MODIFY 0 TOP LU 0.5% MIN 31,Mon QRWY RODIPY COAfC. TO 80 FICKAIESS j2h, MEk AS IL 0 A^IN IN Alb, AMk IN E Aft, AN "& M IN 011Ilk M& Ar-ME EG M ZMAr-%ME AM m T T (W ffn--mAm nv Amm "'m #1 'was& IN m m1w 0 IN m %mi-t WIN V ff' 's EW A OLOW60) STREET IMPROVEMENT PLAN FOR Nkji; ff m &Ar t ERRAD'a A ELD a CURVE TABLE N-ft A Owl 0%aw& A CURVE DELTA RADIUS LENGTH TAN TKAUT NU. 15 N D 'a 5 0% % 1 8*3 2'2 9 1982.00 295.46 148.01 8*32'29" 2000.00 298.1 5 1 49.35 DATE:8*3 2'2 9'$ 2018.00 300.83 150.69 CITY ENGINEER RCE NO_24953 5-53'58" 1182.00 121 .70 60.91 ESS)f GRAPHIC SCALE ,Z) DESIGN OR S E 17320 Redhill Ave. R E NDED 595 1200.00 123.56 61 .83 40 0 20 40 80 160 5-53'58" 1218.00 125.41 62.76 D 0 K I C H Irvine,CA 92614 358 J. CITY OF RANCHO CUCAMONGA Suite 350 Cn Voice.949-251-8821 ELEVATION : 1446.270 9'51$04!' 282.00 48.49 24.30 No. 052496 m DRAWN s C H U L T Z FAX: 949-25i-om SHEtt SET 2" BRASS DISK IN CONC.WALL STAMPED 44-1 q'i 0$' 248.64 192.33 101 .26 Exp. 12-31-06 "CITY OF RANCHO CUCAMONGA BM 10071 1981' P L A E RS E NGI N E ERS S U R V E AM&( IN FEET) Y 0 R S 4AOF 10 37*32$12" 318.00 208.33 108.06 1 inch = 40 ft. ON NORTHERLY SIDE OF HIGHLAND AVENUE 1 9 6-3 2'5 8" 1,38.00 1130.36 1261 .29 1 EY AVENUE, RCE NO 052496 DRAWING NO.CITY 8 FT. NORTH OF GUARD RAILING DESCRIPTION OF REVISION DATE 19OF&8 8 IAPPROVED: 1 E.L. I DATE F I LE NO -I TTM 7777TT PROJECT SHEET NO. OF 1:\50204\IMPLANS\SIP04A.dwg _ _ = - FFFF FF - _ - _ - -v,- - -FFFF - - -FF _- Acr -- -_ _ _ - - - - - - _ - Tom r� - _ ARFN (D CIE T= - - -- - 49! - Q - F - F -- 7+,63 ISE 0 DE 0 hov. NlSH -ELJ 07 wij ov -t p 00 FEE _ - •- d - __ r - -- �- - - _ - -- - - - - - -- - _ -_ - - _ - - - - - - - _ _ - _ _ _ _ _ _ C3 cv- I•S N G - - _ =Mou Mg, 0 jG_ G - v r' - - �` -- - - -- N -- v`�z �, . - - -Fr - - - - - -_ PROFILE SCALES r - �_- 5tf Q. �' - - - -- - - _ -- -- - - - _ -_ -- - -- - _ - _ - - -- - - _ - -- - - - - - - - - -- - - HORIZON.1 1"$40' . . x2.84' O.C. �� 21.21'all -6.sa' O.C. 2 3 5 6 7 8 9 PLAN SCALE 67.63' O.C. PORTION 148.38' V.C.3 CBj5 CBj6 1"=40' P.t=1740.55 5' 5' 14' 5' 5' 5' y 21' 56 5' � 1y 12 ti G2 12 4i G2 ti C2 ti C2 f2 N (.) n ONi pN U pp co rrcco� rcco LO 000 U co dam'00 ti U- dam' iD to t �t7 Ls.. IA V-' t) LO CIC SLACKSTON DRIVE \U \ �, �� � W � �co w SEE SHEEP N0. 5 - �� � � NNN NN N N N �N �pNco r` v; aj r- o! - co IR 'q Ln m IR -1� n � 1 CONSTRUCTION NOTES t � M + M -M 2 Qt CONST. T AC OVER 4' AB. (AS SPECIFIED BY SOILS ENGINEER) 33' Q2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. ��� 8' s o TRACT 15982- 1 Q INSTALL STREET NAME SIGN PER CITY STD. PL 401 A & B `fli,� 1 ^,doh 5 1 2'�' 22 f LD CASE A LD CASE A (PHASE '� ® CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL NO. 102 & 103 nP' �X o� 5 p �+ n A Q CONST. DRNEWAY APPROACH PER CITY STANDARD PL 101-A. Q',�o rti .�S 29 28 27 26 25 �`� © CONST. A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. 1b` �'� S��' O.C. / In 5 5 5 5 5 ' Q NOT USED ' �G 9 I _�, 0 8.45' 8 ( I >� m �0 0 05 0 o ® CONSTRUCT 4' PCC SISEWALK PER CITY STD. PLAN 103. 5 16' DRWY. 1 lc + -� rn 1� + + '0 TYP 00 o o + f � V + N 8 In cfl - (0 w a> Q9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL NO. 307 CASE B 23.54' O.C.- •!� 1�� /; q jyp 1 i 9 ,,� + v ¢ 1 a Q 7 1 8 Q 10 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & COORDINATED BY DEVELOPER. 1 - G 4 11 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PL NO. 134 � t 6 � c3 _ a, 2 4 +� r 1 r- � 0. 1© INSTALL STREET TREE PER NOTES & LEGEND SHT. 1. �' a� � _ _ ti� ��' 11�` ��+ 3 S �Y a 1h G 2 6� 0 00 p" h�° to �`= _ 011h11h •- �1�o G 3 - �'�`°� _ <o ry� h� _ 1� G - - -1-�G -�--- 1 t�G 1 �1$�• �� f3 ADJUST MANHOLE TO GRADE. 1�` i�' ---�• 3 45'55 400,6 14 ADJUST VALVE CAN TO GRADE. o� 9 �{-�6o- � �- �� G 1 �' ��G� �'�C 01 f 5 STENCIL STOP" AND STOP BAR �`� �. 8 I I 3LOP tA N 16 INSTALL CALTRANS SIGN R2 (25) & PAINT 25 i 5 J 1 + 4 P. C14 M o 1 cr, v I I - r%; � cp o 9 Cq N , TYP. 17 INSTALL CALTRANS SIGN W53 , .� i Q is TYP• + + 1 00 r- • + 15 + 0CIA + 18 INSTALL STOP SIGN PER CITY STD. 401-B & CALTRANS R1r-- 27.63 I I In 10 5 ® CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307 (CASE PER PLAN) I 1 5 p 0 �" `�' �n t° '�' 1 12' STORM DRAIN J W -i 5 5 5 5 5 5 5 5 ' EASEMENT co o o w ♦� 7- Y �� 8 9 1p 12 13 1 15 I 00 0 1 +p STONEVIEWROAD _ �� cAs� �. 15.47' ��� CITY OF RANCHO CUCAMONGA 0 CURVE: TABLE 5. 56 0. 4 14' 5 s 50 STREET IMPROVEMENT PLAN FOR CURVE DELTA RADIUS LENGTH TANGENT - 12 STONEVIEW ROA® i 203'56'02" 38.00 135.25 179.28 o 2 28'24'50" 300.00 148.77 75.95 40 0 20 GRAPHIC SC 40 ALE 160 TRACT NO. 15982 AND 15982-1 3 28'16'30" 112.00 55.27 28.21 4 10'23'12" 318.00 57.65 28.90 N o � �' 4 ~ ' Cq 5 95'32 05 27.00 45.02 29.74 M � ROW 2005-00054 *o r- V o I-coI-t � 6 86'01'21" 27.00 40.57 25.19 � 1- I FEE APPROVED BY DATE: 1 inch= 40 ft. 7 3'48'29" 1982.00 131.73 65.89 1-'- ;� u- ^ U ^ U r-U u- ES of s/ CITY ENGINEER ' NGINEER RCE NO 24953 8 3'48'29" 2000.00 132.92 66.49 7• o o �• �, Q� �h'9 DESIGN :oxlcw 0131 17320RedhiEAm REC M NDED 9 to co X00 - � � 3'48'29" 2018.00 134.12 67.08 ' '� �� o J• � CITY OF RANCHO CUCAMONGA Suit.350 C ���-�� Ovine,U 9261• 0 527.94 151.33 76.19 5' S' 21' S' S' ti �� �yZ :f, BENCHMARK NUMBER 10071 J'M' � Voices 949-25!-8!421 16 25 23 z ELEVATION : 1446.270 11 27.63' N0. 052496 rTl DRAWN 3CHgltt rax: gas-2510516 SHEET 7'19'15" 1200.00 153.33 76.7712-31m SET t BRASS DISK IN CONC.WALL STAMPED d* Exp. -06 'CITY OF RANCHO CUCAMONGA BM 10071 1987' J.M. v r<a a s E N o t N E E s s s u v e r o s s 2 18 7'19'15" 1218.00 155.63 77.92 LD CASE B civic �� ON NORTHERLY SIDE OF HIGHLAND AVENUE OF CHECKED 52496 DRAWING NO. ' 112.00 6.67 3.34 m 9lF� CA1-��� 100 FT. EAST OF HANLEY AVENUE, �--��� RCE NO DESCRIPTION OF REVISION DATE CITY 8 FT. NORTH OF GUARD RAILING APPROVED: EL DATE -1 stlb4- FILE NO 1988 PAf r-rT gw1=T Nn (r- is 50204 IMPLANS SIP02.dwa 3/29/05 r I f s r ! r r 41.6i' O:C. t I -- -- - - -- - -T-1-FT - - -# r - - - - r ---- ---- - -- -- --- - -- - - ---- ---- -- - -- - - - _- 1-- 1 - - - - __ 7F FFTom - - - - � f - - - - -- 1 � � � - � - - # 1 1 i - - _ I-t-FFFf 1 # t � 1 r � � � � i � $ � .- , f 1 l`oQ Y, ' � L U Q r p Q , � .:. 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I f f 1 I ( I 11 1 I 1 1 I I I 11 ( I 1 I I I 1 I f FF1 °' 1- 1 € I 1 I I 1 1 00 OD ► 1 1 1 1 1 { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 # 1 1 1 # # 1 1 1 1 # # 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 I I PRF -� - O ILE SCALES 10 11 12 13 M 1 15 16 17 c8il l 18 19 CBJ13 20 HORIZON. 1"=40' VERT. 1"=8' CONSTRUCTION NOTES ,5'P. 21' 5'P.*P. , 5'P. 2'' S' , 5'P. PLAN SCALE � U- 1� C2 C2 Ii � 1� Gi Ii 12 12 le 1"=40' Qt CONST. 3" AC OVER f AB. (AS SPECIFIED BY SOILS ENGINEER) ^;' oO ,y � , -41 ? � �+ ,� � ,� ,� Q2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. - o u u_ � v � U o U o Lt- L6 o 0o I ao, oo , oo I ao U oo V oo, ao , cA, oo U oo 'y \ \O \ ,- O rU- iU- Ip iO- I FU-- I �'•` FU- I I I M 3 INSTALL STREET NAME SIGN PER CITY STD. PL 401 A & B n c0 O dam' a->M pQ ,"��, M c�fl ca c�fl O N p M n N N O ® CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL N0. 102 & 103 N cJ , �; N �; o N a; �; o �; U W o� d. O U i1j N cp ( t` O CO p) rn j Q p+ O + p � + o + o + + o + r + � + °� + o + o + t Q5 CONST. DRNEWAY APPROACH PER CITY STANDARD PL 101-A. 15982- 1 � �� � ^ � ^ � ^ � � URACTDUNCASTER PLACE ® CONST. A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. SEE SHEET N0. 6 TRACT 15982 -4 07 NOT USED (PHASE , r '''� ® CONSTRUCT 4' PCC SISEWALK PER CITY STD. PLAN 103. ,3a CP ASE 2, Q9 CONSTRUCT LOCAL. DEPRESSION PER CITY STD. PL NO. 307 CASE B 21 20 � � � jla, 1 34 33 LD CASE A LD CASE A � 10 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & COORDINATED BY o 23 22 12 �t DEVELOPER. 5 r I1 ^ 5 32 30 5 11 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PL NO. 13431 -Y v � 18 [ �T T 7 � v "NF 25 ^ + of ami 5 j 12 INSTALL STREET TREE PER NOTES & LEGEND SHT. 1. ' o� �,, I ,n + , a' a' 13 ADJUST MANHOLE TO GRADE. LO + v N J TYP. o Q T 0;` 14 ADJUST VALVE CAN TO GRADE. TYP. 8 1 4 Cb TYP 15 STENCIL STOP" AND STOP BAR � ' �-- 3 � s � 0 3 o T_-- -- 16 INSTALL CALTRANS SIGN R2 (25) & PAINT 25 5 �o 6 5 <�� 17 INSTALL CALTRANS SIGN W53 -- - --- - o ^o ��1 T , /�{oo - 9 { 2 �� �� - - _-�. __ I 2 tea• ------ _ _o°� - ----- -- - o ti`°o�, 0 �• 18 INSTALL STOP SIGN PER CITY STD. 401-B & CALTRANS R1 2 ,�w��,t t I Z ^°�,`G1 ' - - L- o //j - -� _ �'` ---- T,- _ g - hog -r_."-..__ r Ji i � ��g � _.'_--_ � '`�u {- � ti p� -`F �. �� 2 r! i CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307 (CASE PER PLAN) g0' ---__-_ - _ oo' o T i_i I / -_ ------._�� �_- - _-_---- -- ��. - , �, �� ,`�- -- .� Lu 1 s\ o0LF - N 6 1 I M o aoi + ai o 00 i ' o M 1 N 1 8 TYP. I + v + N 1 r o0 cl, ^ �. + 1 + 8 + + 1 + N 10 4 c=w o d " co `� TYP. + � 8 ±I �` ' ' TYP. � 'aGi� I Z� zQ a- oco 0 a� � 5 10 J Q JUS I-ii`� 5 10 � a� `� lum 10 I I I U� U 5 5 5 5^ 5 5 �Ld � 5 5 5 " 't z 1 2 3 7 16 17 18 +z +o � � � � 4 5 6 LD CASE AlLD CASE STIONEVIEW ROAD CITY OF RANCHO CUCAMONGA -_- STREET IMPROVEMENT PLAN FOR N STONEVIEW ROAD CURVE TABLE � � � ,_� � � � � � � �� � � � CURVE DELTA RADIUS LENGTH TANGENT co M d o m 7, B m co o r i 8'12'55" 2489.65 356.97 178.79 u- � : v `� _*; �_ '� �_ o _' �_ `� �� TRACT NO. 15982 AND 15982-1 ,� o o_ B 2 ��oo oo cp 0 z 10'08 23 2000.00 353.95 177.44 �� �.- ���� I I I I ROW2005-00054 ROW2005-00055 I tV P2 I I FU- r2 F ao F 1 0� ~ t oi- 3 10'08'23" 1982.00 350.76 175.84 "' � N LO ^ ' �p O) � � � �n O � � O �' N � O d 00 O) v7 N t� N N 1'� d- 4 1618.00 102.88 51.46 + �; + "' + + � + � + + + °O + �'+ o �+ u' D 3'38 36 0 0 � &3 A 2 LO �L, oo c APPROVED BY DATE:V111 5 1 1'40'33" 1600.00 326.05 163.59 � ^ °1? CITY ENGINEER ���-Qr 1� �-�� RCE NO2 594 3 --► - f-►Rt--►t-- ►F-- 6 11'40'33" 1582.00 322.38 161 .75 5' S' 14' S' 5' S' S' 21' S' 5' Q�OFESS�p 7 88'25'57' 27.00 41.67 26.27 GRAPHIC SCALE �� o a "�� CITY OF RANCHO CUCAMONGA DESIGN N�K3� 1732GRedhlfAve. RECO � � , ED G8;�9 C8�12 �� y>� <<`y ``2 . seiu35o �� Y 8 88!25'5 7' 27.00 41.67 26.27 40 0 20 40 80 160 �- o �_ BENCHMARK NUMBER 10071 �•M' D 0 K 1 C N keine,a 92614 9 5'01'46 1618.00 142.03 71.06 0 I I _ �No. 0524962 �,, 1 Voice:949251-8621 z ELEVATION : 1446.270 DRAWN s c x u t I I FAX- 949-251-0516 SHEET uj m SET 2' BRASS DISK IN CONC.WALL STAMPED V, ExP. 12-31-06 '- Q 10 9'38'21" 1982.00 333.44 167.12 * * CITY OF RANCHO CUCAMONGA BM 10071 1987" J.M. P L A !R s ENO 1 N I 1 R s s U R V I Y O R s 3 OF 16 °• elm �Q ON NORTHERLY SIDE OF HIGHLAND AVENUE 52496 11 9'38 21 2000.00 336.47 168.63 ( W FEET) qlF� CA'Q� 100 FT. EAST OF HANLEY AVENUE, CHECKED ��t RCE NO DRAWING NO.. 1z 9'38'21" 2018.00 339.50 170.15 1 inch = 40 ft. DESCRIPTION OF REVISION DATE CITY 8 FT. NORTH OF GUARD RAILING E L APPROVED: DATE o FILE NO 1988 PROJECT SHEET N0. - OF I: 50204 IMPLANS SIP03.dwq 3779 05 1 - - - - - -- -- - - - - - -- -- -- -- _ --- tY - -- - -- _- - -- ---- - --- -- _ __- -- --- -- -- --- -- -- : - -- -- - - -- - - -- _. - : _ _ -- -- _ _ -- - -:: _ __ __ _ - _ _ -- - - = -- -- - (a - - --- i__ - 11­-_ -----. -- - - - - _ _ - - _ - - __ _. - -- - - - - -- - - _ - - - - -- - -- - a --- - - ---- - ___ w _. __ -__ _ - _ _ __ -- _ _ _ - .F f. 0-- I!jz Z:UJ F5,- a Q Q 4a s - Aaak Ov CC, Le Fr- - -_ - _VF_ - _ -FFT-F I F F FT, -FFF- I I I CL -- --- -- T SfLy RE cl a m In .+Lo Oc ri! . 1^ -- t-�' - - - - - { tr .,y ,..r 77{ j7} fi[} {jr {} T{t is `} {}. Y/ NVO,.� -" .r tit - t t t7 t - t — d t t 3 } -1 , _ ,- � , ` �- ------_ 182Z6 o i _ TOP EL I r > 7 1 -- - -- - •CX ,C ..0 -,a, . - ,,C. ;..y�,y ,.i, ,C ..4 - __:,. 4 -� - --:- •'� i.. _ __ � � 1n i _i _ I- I 00;•x . p• FF-T, � � � r - t � NN �C♦ I T � f' i`a'' ,• �,''t" . .'t;C.�` r',y-. �d'.- {� // I I Q' - {j }{ {j j} {j jj ¢j _ }j _ {j _ Jj- : 34 - 01 �Iv _ Q r - r ---- --- \, _ _� F !S EDS G L .o , � - o oQ . . � ��7N�R�efOF�Tt.� YFRI� -- ...- T r F ,n •� a P OR T ON UCTIO -- S - co Lf) 1822.6 al # fI f # # - r-T -T TOP ER I r } - - { - - Z t Q - Ly I � - - - # , I STONE �� �^ �� � _ ROAD g } t - r + # - _ .. - fi z FNI N Q RAD # # # vi I 1, # - -# - -----_ - T 71771 A I CYR 1 � � � 7117 N 7j7� j - [I LL cq oo ,� � � TOP ELEY 1 , : } # { { - # # �+ � � - --\- --- ---- -- - --- -- PROFILE SCALES _ 1 _ -4,f.6? t 4Q--Y.C. 6QC # I # # # #: # # # _ # HORIZON. 1"=40' 1. VERT. 1"=8' 0. 0 .l 18 _ . x . - - ---- - -- - - - - - - - - -- PLAN SCALE r. INTERIM LEVEE DETAIL cBp►7 I =40' 5' 5' 4' 5' 5' �PTRACNASE 1)-1 � M1:1, 0 U � U U STONEVIEW ROAD N CVCD N N m N N r- U tM 9 M r d i r n d -00 * d O �' f O � J �- O �" O �' coo:)SEE SHEET N0. 3 a ' " 4. °° * °° ` 10' TYP. 10' TYP. 10' TYP. I T-13.0 3 1 °° r ao 20 10 c `' ' _ —-- Q. C. r N a A G TOP OF LEVEE � " 1 \` f__ �O PER PLAN \ -T - ;=`� T -- - o _ ----- _ �cx Q r- — —— — 4�4 21 \ r r _ Jo 9 _ 03 �/\ / _ C MASS GRADED MASS GRADED /� PADA �/��/� �-/ �\ , PAD C I: SECTION A-A ; 4 J .,, O g3 P� � %T o ��� i j 10 I N.T.S. + I'. ; Q� G 6 \off'' yr s F ; - .a9 -,. t, - k —�I 12 12 G2 ,0 12 12 � EXISTING WATER Ll N€S T, E E�0 TED_ I i I N L 9 U r) op t` oo N (�'' —_— , f r* -• '' _ I i l `•° _ I I oo '`� cfl d- PER SEPARATE CVWD PL,QN I _ NAV\E _ � f I V a �l I j ~ �;�, o h o + m o o ; s` TYP. G J I I o� °o ' , I +v— ! +2 � �v ,1 c2 � iv � �v- / I ''f-N + I N p N O p Ir rt N -- - - I I1 � M � � o � n� °$ orn I I li Ute + + + riw "ia' ri CONSTRUCTION NOTES STONEVIEW ROAD 5' 5 i1' 5 50 Q1 CONST. S AC OVER 4" AB. (AS SPECIFIED BY SOILS ENGINEER) SEE SHEET N0. 3 c8p 02 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PLAN 104. 03 INSTALL STREET NAME SIGN PER CITY STD. PL 401 A & B TRACT 15082 ® CONST. HANDICAPPED ACCESS RAMP PER CITY STANDARD PL N0. 102 & 103 (PHASE Z) DUNICASTER PLACE Q CONST. DRIVEWAY APPROACH PER CITY STANDARD PL 101-A. © CONST. A2-8 TO A2-6 CURB & GUTTER TRANSITION PER CITY STD. PLAN 104. ® CONSTRUCT 4" PCC SISEWALK PER CITY STD. PLAN 103. CITY OF RCUCAMONGA Q9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL NO. 307 CASE B 10 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY SCE PAID & COORDINATED BY DEVELOPER. STREET IMPROVEMENT PLAN FOR 11 INSTALL FIRE HYDRANT MARKERS PER CITY STD. PL NO. 134 CURVE TABLE D,Q� 1 INSTALL STREET TREE PER NOTES & LEGEND SHT. 1. CURVE DELTA RADIUS LENGTH TANGENT y DONCASTER PLACE © 1 20'37'26" 282.00 101 .51 51.31 - 13 ADJUST MANHOLE TO GRADE. 2 20.3726" 300.00 107.99 54.58 _ TRACT NO. 15982 AND 15982-�1 14 ADJUST VALVE CAN TO GRADE. 3 19'2246" 318.00 117.56 54.30 ROW2005-00054 15 STENCIL "STOP" AND STOP BAR 4 1.11'57" 318.00 10.67 5.34 16 INSTAL! CALTRANS SIGN R2 (25) & PAINT 25 APPROVED BY / DATE: CITY ENGINEER /�✓�\e\�G �/ � RCE NO 24953 17 INSTALL CALTRANS SIGN W53 Qt�pf ESS/p� DESIGN N Oise s e 17320 Redhil Ave �c�0 �t�p J. f ��. CITY OF RANCHO CUCAMONGA REco, LIED O18 INSTAL! STOP SIGN PER CITY STD. 401-8 & CALTRANS R1Suite,( r``" py��2' BENCHMARK NUMBER 10071J.M.MD O K 1 C N kv,ner u 92611 21 REMOVE EXISTING BARRICADE �, No. 052496 Voce:94 -25 -882 z ELEVATION : 1446.270 DRAWN sceusr: rax 949-25F0516 SHEET 70 INSTALL GROUTED RIP RAP 2' THICK SET 2" BRASS DISK IN CONGA BMALL STAMPED ry Exp. 12-31-06 � 'CITY OF RANCHO CUCAMONGA BN 10071 198r J.M. P L A N N!R S INGINEIRS SURVEYORS 6 OF 1V ON NORTHERLY SIDE OF HIGHLAND AVENUE F� �L`F� 100 FT. EAST OF HANLEY AVENUE, CHECKED RCE NO 052496 DRAWING NO. DESCRIPTION OF REVISION DATE CITY 8 FT. NORTH OF GUARD RAILING E.L. DATE '� 1 �1 b� FILE NO 1988 APPROVED: „Y v.v __ _ _-. _.- oon irv%ir eUr-mr LV% ne 150204 IMPLANS SIP06.DWG 3 29 05