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HomeMy WebLinkAbout1682 GENERAL NOTES- 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY 1 OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE SCALE- 1' = 250' TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS . 71 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 RIGHT-OF-WAY LIMITS OR IN O ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE STORM DRAIN FLAN REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NODAY CREEK BOULEVARD TR. BNDRY. SEE SHEET 5 SEE SHEET 4 SEE SHEET 5 L COST TO THE CITY OF RANCHO CUCAMONGA . SEE SHEET 6 ---- 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 RESULTING DIRECTLY OR INDIRECTLY Y - - R FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN z I ) LU L - ~ ON THESE PLANS . J 3 I Ir QW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1fi 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 0 a z F EE IA D LAJ 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA V) 73 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . 4 (D 9 o�j e E H E 2 R E S E T 3 1 8 $ 150HEE 5. ALL GRADE STAKES SHALL T 4 72 71 70 69 68 67 66 65 64 6 6 61 60 5958 5 56 5 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 BE SET BY THE CONTRACTOR OR ENGINEER . _ _ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT TR. BNDRY- / POINTS WITHIN 0 . 01 FOOT OF SUB-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 . INDEX MAP 6 . ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, - - - --- - MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . SCALE: 1" = 250' 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 CONSTRUCTION NOTES & QUANTITY FST I MATT__ S_ THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ------- ----- - - --- -- -------- SURFACING . STREET IMPROVEMENTS STORM DRAIN IMPROVEMENTS: 8 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED * O CONSTRUCT 3" A . C . OVER 6 1/2" CL . II A .B . IS) TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED - - - - - - - - - - - - - - - - - 78,019 S.F. CONSTRUCT 36' R.C .P. S.D. ("D" LOAD PER PLAN) _ - - - - - g L.F. TOO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 2OPAVING . CONSTRUCT 8" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN NO. 104 _ - - - - - - - - _ 408 L.F. 33 CONSTRUCT 24" R.C .P. S.D. ("D" LOAD PER PLAN) _ - - - - - 181 L.F. 9 . PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL O CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO. 104 - - - _ - _ _ _ _ _ 4,418 L.F. 34 CONSTRUCT 18" R .C .P . S .D . ("D" LOAD PER PLAN) _ - - - - - 17 L.F. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 O TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND _ - - - - - - 8 EA. 35 CONSTRUCT J.S. N0. 2 PER CITY STD . PLAN N0 . 331 _ - - - - _ 1 EA. EQUIVALENT OF AGGREGATE BASE . O5 CONSTRUCT SIDEWALK PER CITY STD . PLAN NO . 103 ("W" PER PLAN) _ - - - - _ - - _ 17,151 S.F. 10 .PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 6 CONSTRUCT STREET LIGHT 5800 LUMEN H.P .S .V . BY S.C .E ., PAID FOR AND TESTS TAKEN TO DETERMINE: STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION O COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION - - - - - - - 23 EA. CONSTRUCTION NOTES FOR STREET TREES: OF THE STRUCTURAL SECTIONS . O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A - - - - - - - - - - 14,760 S.F. 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL. WHICH CONSISTS STANDARD PLANS . OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING OB INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A & 401-B 2 . PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR _ _ - - - - - - - _ - 4 EA. RI DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL. OF A REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR . ANY UNUSUAL QUALITY BETTER THAN THE NATIVE MATERIAL . O CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN 106-A _ - - - - - - - - 811 S.F. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL RT. 30/210 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR . _ _ _ 10 3ALL STRET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE II : AN. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO. 300 _ _ - - - _ - - - 3 EA. . AVE. ENGINEERING DIVISION . '. ("W" PER PLAN) I STERILANT REGISTERED BY THE E .P .A . FOR USE UNDER A .C . AND P . C .C . 4 . STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY . 1 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER 'S RECOMMENDED 11 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD . PLAN N0 . 307 _ - - - - - - - - 3 EA. i1 SILVERBERRY 5T. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . I 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 12 ADJUST MANHOLE RIM COVER TO GRADE - - - - - - - - - - - - - - - - - - - - - - 8 EA. 1I PROJECT SITE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 13 ADJUST WATER VALVE COVER TO GRADE _ - - - - - - - - - - - - - - - - - - - - _ 17 EA. � � VICTORIA PARK LANc� BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO. 134 SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE _ - - - - - - - - - - - _ 8 EA. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . _j SUGARGUM 15 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD . PLAN NO. 105-A _ _ _ _ _ - _ _ _ - - L.F. z I I ST. 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A Z AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION . 16 CONSTRUCT CURB TRANSITION (FROM 8" CF TO 6" CF) - - - - - - - - - - - - - 170 L.F. = 11 Q , 011 w 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 17 INSTALL BARRICADE PER CITY STD . PLAN NO . 131-A - - - - - - - - - - - - - - - - - EA. I1 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVEREDI O * 18 CONSTRUCT 3" A . C . OVER 9" A .B . 9,993 S.F. BASE °4 LINE ROAD DURING CONSTRUCTION . UPON REQUEST, THE REQUIRED PLAN REVISIONS - - - - - - - - - - - - - - - - - - - - w SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . O - _ - _ - - - - - - - - - - - - - - - - - I I z 19 CONSTRUCT 4" A . C . OVER 4" A .B . - S.F. II 16 . WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD a 20 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND - - - - - - - - - - - - - - - 4 EA. II r a FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED w p UPON REQUEST OF THE INSPECTOR . WII z * NOTE: STREET STRUCTURAL SECTION MAY CHANGE . ACTUAL STRUCTURAL SECTION SII `� 3 17 .NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO BE DETERMINED IN FIELD UPON COMPLETION OF ROUGH GRADING . I W TO FILL PLACEMENT . I CHURCH STREET R/W R/W a 18 . CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION . PHONE NO. 1-800-422-4133 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: GL STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY. Q 30' 30' - ------- - - II ki A . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 PALO VERDE PL. BRACHYCHITON BOTTLE TREE 25' O.C. 15 GAL. 94 EA. II Vp�O DF�O MR . JAMES FREI 12' 18' I 18' 12' POPULNEUS II VICTORIA FOR BASELINE ROAD CONSTRUCTION FREESIA DR. LAGERSTROEMIA CRAPE MYRTLE 20' O.C. 15 GAL. 6 EA. I FOOTHILL BLVD. 0.5" 4' 7.5'_ 7.5' 4' O_.5' B . GENERAL TELEPHONE COMPANY i FOR UNDERGROUND SERVICE (800) 483-3000 ICAICA TAWBAURIEI HYBRID PURPLE 11 BLUE MIST DR. LAGERSTROEMIA CRAPE MYRTLE 20' O.C. 15 GAL. 6 EA. C . SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 I 0.03' 1 INDICA FAURIEI HYBRID PURPLE 11 tih 1981 W . LUGONIA AVENUE "CATAWBA" II \ REDLANDS, CA . 92373 27 3 LEVEL LME 2% �' 11 1.77. 1.77. �- SILVERBERRY ST. GINKGO BILOBA MAIDENHAIR TREE 35' O.C. 15 GAL. 10 EA. (909) 987-2591 II D. CUCAMONGA COUNTY WATER DISTRICT I 'x!'111= 9641 SAN BERNARDINO ROAD 5 I RANCHO CUCAMONGA, CA . 91730 5 (1= ill , III= III_ I I 1 E . METROPOLITAN WATER DISTRICT 3 700 N . MORENO AVENUE (909) 593-7474 PALO VERDE PLACE, BLUE MIST DRIVE & FREESIA DRIVE W'LY R/W LY R/W LA VERNE, CA . 91750 60, R W 1 F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 / 63.57' GL 76 57' 1 VICINI'T'Y MAP TYPICAL SECTION NTS --- - - 7951 REDWOOD AVENUE NOT TO SCALE FONTANA, CA . 92336 T.1. = 5.0 R = 25 12" 51.57' I 51.57" 25" G. PACIFIC TELEPHONE COMPANY (714) 999-86639 R/W GO"/G5' R/W BY CITY � 9.5' GL 'n X 30'/30' I 30'/35' U 19 . THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT C0.92") `" 7• 7• 0.92' SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN 12' 18'/18' I 18'/23' 12' z 0.00' THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 0 0.00' INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 27 LEVEL LINE ) _ LEVEL LINE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 0.5" 4" 7.5' 7.5' 4" 0.5' �� - - 27- SATISFACTION OF THE CITY ENGINEER . II` 51.77• )- - - IIIIII111 111111+� _ 177 THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS I I . 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, 0.20'/0.11' c8' GFS - DESCRIPTION of REVISION SHALL BE LOCATED BEHIND THE SIDEWALK . 0.03' CG' GF) DATE APPROVED 177 VEL LINE 177 CITY of RANCHO CUCAMONGA PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 5 lil=i+i- li 5 DAY CREEK BOULEVARD 18 TYPICAL SECTION - NTS STREET IMPROVEMENTS AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; CSEE DAY GREEK BLVD. STREET TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT IMPROVEMENT PLANS) STORM DRAIN PLANS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE SILVERBERRY STREET CDRAWING NOS. 1665 + 1681 TITLE SHEET PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- TYPICAL SECTION - NTS SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT T I. = 6.0 R = 25 TRACT NO _ 15875 SHOWN ON THESE DRAWINGS . THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- Underground Service Alert EXISTING SURVEY MONUMENTATION APPROVED BY. IBILner _ITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION g OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 90FESS10 CITY ENGINEE - - RCF NO. 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, CALL. p Nq! -- - - _T - -AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THAT COULD BE DISTRUBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLY Q`� �t,1LTON F l AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TOLL FREE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: ,`'c. Al- y� DE= 51 GN MAD 6 Ass cI Es, INC. RE LADED W`'Q�' SL OF THE INL EMPIRE ���%�IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING i -800 NONE CONSULTING CIVIL ENGINEERS ¢ 7 No . 14814 m a LAND PLANNERS - LAND SURVEYORS co FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE Exp: 3-31-01 DRAWN 10601 CHURCH STREET SUITE 107 SHE_E1 N ENGINEER . 227-2600 � �t RANCHO CUCAMONGA, CA 91730 � SL (909)948-1311 1 _� DATE: 3-2-00 _ _ sr 0 OF N CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT T1f0 WORKING DAYS BEFORE YOU DIG MADOLF -Q .C .E . 14814 �IFOFCAIEOQ�ti CHECKED ?J ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . RCE NO 14814 DRAW NG NO . z GH D E -_2.- FILE No - ?CC ; -4 o 02 *p :� NO 1Jt3i', 1 M4 Iii"_ F+' G, CG -4 . '61 14001 cc' Dec 99 IG o AN, 1 PROJECT SHT . NO . OF DWG. DATE - L 173.34' .__-- =30.9 • L = 40.91• z o.c. � o ° J BENCH MARK: O-G-� a- o BENCHMARK NUMBER 63B L 46.46" ` L 6.86' >Y .� EXIST. GRD. � � O = G, O.c• m \ J J D00� WEST CURB '� �- a ELEVATION: 1297.297 b 19 �? 2 r 24' EAST OF C.L. ETI ANDA AVENUE PROP. TOP OF m ,� - ' q �. 0 to 5 .00 v. . o ,IQq�7 AND 40' NORTH OF C L. BASELINE WEST CURB N +T m V = 1400.07 BRASS BENCH DISC i TOP OF NE END Nr v - '� + 6 v 4 ' 01 - OF 4' x 2' CONCRETE BOX CULVERT �v 0� 0.00 V.G. N .-• N co t9 �t.+ W N i `~ '�$OO L = 14�J'.O8' O.G. VI = 1387.40 w - oc 0 v � r4 N U in 00 U 04 � . Aa07 U 4 v T �+ a- > r-4 X07 > O + 2 cn v a- (n In c� �' r` ko v b 00 V a1c_ _ ► v r. m �° 2 a0009 ,�`° , - PROP.an OP OF Z g O. V.G. WEST CURB c i�v o`a a°- /v 2.8�20� O.G. o co N O O� _ L 13q.28' O.L. O.G. VI = 1382.07 / + co .� �9 2•>3 + O v 7.53 N n + d- is �r +n H 4 / 00 v r+ EXIS GRD. ® C.L. - ,n,,i v-4 XIST. GRD. C.L. n N OD V.G. U N N co i .+ 0 c0 i PVI = 1380.88 25 �? °4 n O / v d - ' .00 V. . r` + �000�' 44.64. > 25' m to ^ 009 m Q � �2 PROP. FINISH V = 1400.04 � � a 25" 25' w u N 0.� ` o.00 v.c. SURFACE ® CL � �* 1384 - V > Kr .: �' /� Odd PVI = 1387.37 v O N N _ �• 0 >a- - d) u '� / 2.32 - ! ' $000 -0/ - 0 i �cli ' i 0 �� `' o on '`On �. p N 4 ' PROP. FI ISH �+ N,: � o; ,� SURFACE ® CL. 0.--1 � ��. 00� or, 0 kg °o T + ° ' .� PRO TOP OF v� 2,50001 8o EXIST. GRD. ® v° u v r + co EAT CURB +6 �* EAST CURB m - -- Q r 0.00 .G. _ / N c7 / i ,�• .� z VI 1 81.28 O - �'� + q8 1376 - Q _ . - O , DO V. . 3$ v 2' 11' v 'p _ 104 X20%• V = 1400.07 VICTORIA ARK ISL W � _ - � + CO 007 r i + a- 10 2 g w o 25' u � v� 2.32 v d" _ - � v� �` � / It 0 00p9• 1384 - LANE v .r m `'1> +n m i -00 .G. _ - / / w J '" 313 L = 149.40' O.G. ~ � 0 g + -/ PVI = 1387.40 ,n + p 3 co -1�� Oct � > �p � � + s P � r 'f / �� �° /(19 it f`v TOP OF 1.50p7 j c7 c7 t;to e) 2 w O m / It� = 13q.28' L=29.32' EAST CURB ""g",, %, Z 6 N� PROP. 150-00 V.G. 7.52 o.c. _ �- 14- -0 ,� _ - EAST CURB VI = 1382.07 c� + on Itt 0 - .00 V.G. > NN _ N°0 2 0 L 181.86 . 1376 VI = 1380.88 25' w N co 4O �a 4 O.G. > 44.64' m 25 n � + 32007 L 8 .64' m i p 25' w c9 u - O�'+ 2 O _ O.C.: 1384 - co 1-1 o 0 Go 32001 �:to tor 25" t PROF ILt HORIZ 1 "= 40 ' VERT 1 "= 4 ' 1380 40+00 41 +00 42+00 43+00 44+00 PLAN 1 " = 40 ' 45+00 46+00 47+00 48+00 49+00 SCALE IN FEET 0 40 80 120 160 1376 - SCALE: f' = 40' VICTORIA PARK LANE SEE TR. NO. 15875-1 BLUE MIST DRIVE STREET IMPVMNT. PLANS DWG. NO. 1 681 SHT. 4 OF 9 SEE SHEET 5 OF 6 GO' W v 7 3 7 v 7 7 7 m � � �v t�9 7� v M3 Ln crN v 7 17 0 + w n + 1) �u..l 00 � e, 3 l9 + � 2' 18' 18" 1 1 1 w 16 2 O � ; to 3 a N + + o, ca N h U m � 7 u N 10 3 U k 3 N 3 + O + + * + + fLf G + N 1 2 N fa + er 15 l9 o r n 1 Q 14' + A .- Yu � �, m I �, � 3 + � ~ 13 14 X03 " o N � o _j 03: d 1 of a � � � � v `n .: � 10 v h� '�! 03 n + o � 'n + o + „ p + O >` k F .V d + A v 7 n n 0 3 + 4 5 6 7 9 �� pow ? �, '^ � � � � � :' o � � � � I rm in Q W n 0 �,�' ���. v ,� 3 ao o .0 `n L-19-0 v CL 6�, �, a v v W I I I J 11 a 3S.4j v 3 _ Z O I U 3> 2 2 L•3i.40' c„ ' L=35.98' L L= 3.15' = t0 2.0 53.24 1 1.20 38. g OB' L.g.2 L=25.65' r27.56' G H OB'L=4. 8' L=53. 09' 3 U W v 8' 3.00' 53.00' 3.00' L=49. T 1 01 L- 3.15' Q L=53. 1 00 �An PO a s� s0 s�,� -*� -- - - o O O d g z _ d c�i9,c !`�\r ! O ! O ?, g6 �G 1 y - - ,p : 1 6 O I + 14 B -� � dJ 5 d� � -A W --- �o ,y. W Q o 1 ,�� n a n\p' Yg� ° r 3 ( / �O .tom D n °p N 05 20 56 44 - �, 13 - 45 4 N 06 54'48"E 1 ``J M 3 I� �G N 06°39'16"O 49 N 00 40'02"E . 1 �' O _ �© a as O O W ; -� �� �0 'rc K r 12 `0a 6 - �s 1 �O 1 O = 1 d l4 12 d�� 1 43 l rD J� 47 � � 6 ?� a �n • � Q 6 E ♦ N �1- L=50.03' L=5C.05' L=50. 13' W 5 d� ,. 26 49� L=23. L=30 3 '�(' d Y 26 _ - 50.23' W � � 19.98' 16. 10' _ -- _ X - 38,08' L=10C Q V) 0' LD L) s � 18' � 5C 00' L-32. 19 -=50 06' .50 is ti N r Z +SS '22 4A ^ Y 53.00 50.00 62 40.39 L=41 .51 co >- -1 °p 3 tr + A 3 50 02 6r r W J 6 o$r,. CSI r 0 3 , 3 pC v Q It � c1 � ~ N n 3 it �l a -'kn 35. m o �3 3 r �y o 0 a vv ,� 0 r > "! n -' 3 + n v p 3 L 16.16' ri ; `�0 o o >` N do Q + o M v u re) 3 On 3 3 N � 0 3 + o O �� J J v U 63 w 7 7 10 0 tj n ^ ~ n J ~ be 687 � � N � u65 6 7 a W62 61 607 54 f^ I m f w g 7 A 70 7 7 69 W 7 67 6 7 7 � 59 7 7 58 57 7 7 56 55 7 7 72 X771 �,� Z� CO W U U N PALO VERDE PIACF DESCRIPTION o f REVISION DATE APPROVED CONSTRUCTION NOTES- CITY of RANCHO CUCAMONGA 11 I CONSTRUCT 3" A.C . OVER 6 1/2" CL . 2 A .B . (3 CONSTRUCT 2-6" PER CITY STD . PLAN NO. 104 DATA 4 CONSTRUCT HANDICAPPEDUACCESS TTER ARAMP PER CITY STD . PLAN NO. 102 & 103 STREET IMPROVEMENT PLANS DEL TA/BE ARING RADIUS LEN./DISI - TANGENT CONSTRUCT SIDEWALK PER CITY STD . PLAN N0 . 103 (..W" PER PLAN) -- 66 CONSTRUCT STREET LIGHT 5600 LUMEN H .P .S . V. BY S . C .E . , PAID FOR AND PALO VERDE PLACE Q 210°00'00" 38.00 139.28 COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION U 15°00'00" 112.00 29.32 14.75 77 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A STA . 40+00 . 00 TO STA . 49+00 - 00 c, 6°00'58" 732.00 76.86 38.47 8 INSTALL STREET NAME SIGN PER CITY STD . NO. 401-A & 401-B 9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN N0 . 106-A TRACT NO . 15875 C 6°00'58" 750.00 78. 75 39.41 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO. 300 ED 6°00'58" 768.00 80.64 40.36 1 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD . PLAN NO . 307 12 ADJUST MANHOLE RIM COVER TO GRADE APPROVED B Y: DATE Q 2° 18'23" 768.00 30.92 15.46 13 ADJUST WATER VALVE COVER TO GRADE Q 86048'43" 27.00 40.91 25.54 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN N0 , 134 OQAOfESSlp � CITY ENG I NEE RCE No 24953 O 860 41 '53" 27.00 40.86 25.49 ,`icQF" MZLTOIy Fym DESIGN MADOLE & ASSO I A ES, INC . R E -. NDE D 3027'57" 768.00 46.46 23.24 `���i,� �ySL OF THE INLA EMPIRE 12015'44" 750.00 160 .51 60.56 NOTE: FOR TREE NAMES/TYPE, SPACING, SIZE W Q f m CONSULTING CIVIL ENGINEERS -- Q 120 15'44" 732.00 156.66 78.63 AND QUANTITY SEE SEE SHEET NO. 1 No .. 14814 m 9 LAND PLANNERS - LAND SURVEYORS 10 O 13°34'04" 732.00 173.34 87.08 Exp: 3-31-0 f DRAWN 10601 CHURCH STREET SUITE 107 SHEET N {t � RANCHO CUCAMONGA, CA 91730 C 13°34'04" 750.00 177 .60 89.22 SL (909)948-f3if sl•�l CIV � ;h-��- � OF �- O 13°34'04 76B.00 181 .86 91 .36 FOf C�l1F�Q CHECKED _ __ RCE NO 14814 DRAWING No . GH ATE /272-9g FILE NO i&sa PROJECT SHT . NO . �_ OF DWG. DATE BENCH MARK: EXIST. GRD. L147.59' � - - ' W. CURB O. v { G BENCHMARK NUMBER 6 36 PROPOSED TOP OP � ,, v L = �+.il' �� � g0• $$ ELEVATION: 1297.297 WEST CURB . _ � �' � ��� _ � ', , = 428. o.G. 24' EAST OF C.L. ETi ANDA AVENUE _ - - '� �+ �� _ Pv v w AND 40' NORTH OF C L. BASELINE ,�e �� ,. -1. = 41;64' L- _ �.t5.�J7' : v � _.. c�� + r, O.G. u > 6 = - BRASS BENCH DISC f TOP OF NE END cr TRANS. 100.00 V.G. m Op p. I , _ _ O.G. _ OF 4 x 2 CONCRETE 84X CULVERT Ic PVI = 1413.01 c7 �+ r oc r v ,e O G' OF TO b' Of L m 109.00' V to w `� r; .30�• ' N 0 �- L 39.90 > ,, + ,n r, >n r+ �lk� p c'' �9 r N ZA + v OF TRANS: r O.G. Ln r_4 rU r p � �7. lS1 G* Gf TO 8' Cf O.G. o[ N ,,, r` Z 13 34.Db Y.C. c� - c4 r r r v L 145.08' a 4 + U s. iA >n - PVI=1419.68 `t T r` 0 t + `' t9 N L 44.44' 0 J _j ] a- 2 � ��- � �!p �� O � � N 4 4 � + N � > � O.G. OG.Y v U ` � .� U) N Q a- � N N N U� �} r? ` +O O `N N VF r+ 0 � EXIST. GRD. ® C.E. � � e+y �f1 r, � +r �� �. c r v r4 � PART 50.00 V.G. v -\' ' 1 o c9 t-k`ov N. N h '>�i�! + v 218p(�9• rvi 141U.61oc _ � 1 4 � r` .NSU N / .+ � �-4 r+ �- ' VI s 1419.65 N O O.G. �r-r 7 - Ocr"�Q r' \ 0 40007 .w - v m c j ,q VI 1 26.35 1412 •� .� PROPOSED FiNiSH R U . - SURFACE 0 C.L +"a- > . 50.00 V.G.. i _ st + U p= 00.00 G O O r / PVI = 1412.6 ►n N - O PVI = 1412.98 / �r; ter; ,- m n cwn 'n^. + 'V _ _ - . I N .- 0 - � + N 7 U O _ 1 > Y t0 rte+ i r 00 >ad t7 &_4 U .1 f' 1408 - a"* .00 .G. N 1t.1 _ `- N �� -+ v r, PVI - 1 10.86 U U >n W in r' i / + � . > � _ ry + > RJB NJ Oro- U > n iCJ � l9 N 0Vr) '� -4 N rte-+ tQ t9 + N r. ,��•+�[ _ t9 N -i t-;C4to � f VNN .�+ EXIST. GRD_ di / w Q + � fi / ico N 14�/ , ,p • r. + �, E. CURB 3 O / 00 1404 - u+ 0~ r n �"� �� ' 07 N N cr + cq O In r-+ r + ; N p / In r-r y .. ai ,n > 50. Y.G. L G3.53' 141 -- 40007 PROPOSED TOP OF , , - - ,� o Isvl = 428.ba O.G. ,� � -2' EAST CURB - ' U + . _ __ _ r _ 7. / / � v ,n m +�.+ V _ _ + � PART. VBG. O ,n r+ PAR 50.00 V.G. IOO.OQ V.L. cr > / PVI - 1412.G8 PVI = 1413.01 i c'1 0 m 0 N pp p 4p9. PVI 1410.89 v _ O 410 c TRANS. Cr TRANS L 114.36' v ,� L 122.81` �to r- 'S 09• 0 ` 1408 MrJ. �- 6' G TO 6' Of c' Gf TO 6' OF U O.G. N U > p s ,j 3q , ~ O G �9 c�.j r, L 40.13' L a 44.93' U to w V t9 W to O t' in., - 2- 50 00 V / +N # is N N > + PV1 = 14119.6 . d ' O.G. + O.G. C m + �i b c� > co N 1EF3 uc10 -A W QJ gn "IOCO N a/i to. + P� f .�+ s S. _r - COC\i + t .N+ N r' ^ , �N N 2180 ��j ' U ,�� t .0 N a- p J n r tq U-)r s + O t\ v 1404 - n �0 i! r- 0 rl U N rNi _ - 1f7 rte+ 1f�r+ Q ; '-' „ dJ �� a �m N r' �+ L � 10G.2.3' ' 0.40007 _ O 1412 -" _ _ ►il l9 N 'Z. _ + '+ • / �r-. : O z •�� __ i.. 40.96 . 1408 U + O.G. Q PROF I LE L 149.40. HORIZ 1 "= 40 ' O.G. , VERT 1 "= 4 ' i 1404 - 49+00 50+00 51 +00 52+00 53+00 54+00 PLAN 1 " = 40 - 55+00 56+00 57+00 58+00 59+00 SCALE IN FEET 0 40 80 120 160 a 0�"[ 77 SCAL_E: 1' = 40 �w } oc Z > m SILVERBERRY STREET SEE SHEET 4 of 6 FREESIA DRIVE a z SEE SHEET 5 OF 6 m CO G5' N cr In 18cr N 19 .r. Q 2 1 v O ry U N 6 ~ n O Q r 18 23 r + w + J O 4a l9UO D] rz U 31 7 + CO+ m O � � N i j + ca 2 18' 18" 1 m 4 28 7 0 -' 29 �, N } o o 20 �, O 21 ,n 22 23 ,� 24 25 2640 27 � n N + 30 W v o ! A 3 In > > �s crry 1 is u + o + e0 rn ." 8 O 0 ,n 3 �3 4 3 + ca 0 3� In b 0 4 � > SCA ;. e 4 so N Z 5 1�JA !p1 01 < ( ti 0 a0 N0 U f i J t0 = L-53.0 L= 6.9 2 ! c7' ,n n d n If1 V � �� � 'm^ � rye. c'�, L7.2A 5 W•`, 11. 5 L-54.64 L-64.98 ��' c� L-63.i4 Z � I 64.10g. i + L-30.590Q6 L-41.21 L=60.92 L-5.08 57.10Zo4 a�m ' 21.55L= 5 46 .51 L-22.14 = L-30.80 - - 8 --- - ` .96 S �_ 14 C*4 \A , 4 D - --r.'-._ -- 05 H? � ! �• All �� � � 6 3� O 6 4 49 '13 oc' 29'4! F N� > "� �' ° _- N `� '� s 13W o - -_ _ w w6 ! o O Ca ,p N 03 02'12"W T .e� H -- --Y- 5 0��1 1 T O 3 6 54 O g C� < �a ` i 57 V) + - ?�9 51 Y 52 b� r 6 3 l� S� O 6 !P 55 _ .3�___ 56 a U r' �i W ,,, 6 .� 58 -~ �O W �,'y',�G 6 x ��+ ^ _ W - - _-Q a _ + V) R n ! L=56. - L=19 '6 a L-28.82 In Q c O • t 6 .! - _ _ .. .. 37.00 L=18.4 L=55.02 �- =55.03 ^ v � W 56.79 2 �_ _ .-�: 36.08 ul 30 * A �010 5.74 L=37 32 L=59.01 -19.81 38 57 r N r �j = L. 8.94 L-50.36 L=6C.0 14.4 43.92 n �o� 3 v O L 27.43 L=37 5' N O v v 8 !j °� . 22 nc N °-0 4 c6 + p + 0 O l�5 Qcl) } tr } + 0 h rl o '`"m � 'n ~ H f7 OC �J. W F- 6- � 3 N 0 N 0 N r •YY' 3 .0 3 ... } If) �j 3+in m n 0 N _ 7 7 � � r �,nC'� y � C4 10 eO+ m � O r. Q �� �v � J) U nQ � � � �V QT 4-4 U H0 „ � r. J c� 53 2 , ,n 52 m ` + ,n 7 7 48 47 0 7 N 7 7 7 In u 4 z 41 40 �� 39 7 N 50 49 46 45 43 7 42 w `b` 38 51 6 -- 44 > a 2 18' 18' 1 O W v in T N Z v to PALO VERDE PLACE ° N DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES: CITY of RANCHO CUCAMONGA I CONSTRUCT 3" A . C . OVER 6 1/2" CL . 2 A .B. 3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO. 104 DATA DATA a-CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN N0. 102 6 103 S T R E E T I M P R 0 V E M E N T P L A N S DELTA/BEARING RADIOS LFN./DIST . TANGENT G DELTA/BEARING RADIUS LEN./DISI . TANGENT 6 5 CONSTRUCT CONSTRUCT STREETLLIGHT 5800 LUMENCITY STD . PHAP . SOV. I03 BY S,C! E . , PAIDPER FORAND PALO VERDE PLACE 12°06 57' 750 .00 159.03 79.82 Q 95°38'41" 27.00 45.07 29.80 COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION e 11°06'45" 768.00 148.95 74.71 0 13°29'45 500.00 117.77 59. 16 77 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO. 101-A STA . 49+00 . 00 TO STA . 58+47 . 69 8 INSTALL STREET NAME SIGN PER CITY STD . NO. 401-A & 401-B 11039'45" 734 .00 149.40 74.96 13°29'45 518.00 122.01 61 .29 9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN NO. 106-A TRACT NO 15875 Qo 94° 17'56 27.00 44.44 29. 11 C 12°37'50 516.00 113.75 57. 11 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO. 300 n 85009'04" 27.00 40. 13 24.81 T 12037'50 500 .00 110 .22 55.34 11 ADJUSONSTRT MA LOCAL DEPRESSION CASE "A" PER CITY STD. PLAN N0. 307 APPROVED BY. - - ATE �j-- 12 ADJUST MANHOLE RIM COVER TO GRADE 95"20'06" 27.00 44.93 29.64 Qu 12 37'50" 482.00 106.25 53.34 13 ADJUST WATER VALVE COVER TO GRADE Q 84° 39'52 27.00 39.90 24.60 v 7°01 '37" 482:00 59. 11 29.59 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 134 G'�(i( RCL No 24953 H 8°31 '53 732.00 109.00 54 .60 w 7°01 '37" 500 .00 61 .32 30.70 20 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND oQApFESS1OCITY ENGINES �Qk �ZLTO/y �y DESIGN MADOLE 6 ASSOC AT INC. REC NDED 0 8031 '53" 750.00 111 .68 55.94 C 7°01 '37" 518.00 63.53 31 .80 �~ �,� Ory SL OF THE INLAN MPIRE O GINEERS 80 31 '53 768.00 114.36 57 .28 NOTE= FOR TRETE KVIE/TYPE. 5PAMG. 5RE Q No . 14814 LAND NPLANNERSSULTING VIVLAND IL NSURVE ORS tp U 11002'00" 768.00 147.69 74 . 18 ♦ QUANTITY SEE SHEET NO. 1 DRAWN 10601 CHURCH STREET SUITE 107 S�{E E N 0 11002'00" 750.00 144.43 72.44 sl SID QF-� N Exp: 3-31-01 RANCHO CUCAMONGA. CA 91730 M o CIVIL f909)948-1311 04 FOF CALIF CHECKED _ RCE N0 14814 DRAWING Nu . 11 02'00" 732.00 140.96 70 .70 l •- C 90 28'44" 4B2.00 79.74 39.96 GH ATE /2-?-9g_ FILE No 1(08 Z 0 88°22'20" 27.00 41 .64 26.24 4 5 _Mf _ - 14 .� i�E; 40�) , ?0 ND. yci 4 PM PROJECT SHT . NO . 3 OF DWG. DATE .. . BENCH MARK: BENCHMARK NUMBER 63B ELEVATION: 1297.297 24' EAST OF C.L. ETi ANDA AVENUE 50.00 V.G. AND 40' NORTH OF C L. BASELINE PVI = 1412.3G BRASS BENCH DISC i TOP OF NE END ' _50.00 v. PART. 50.00' v cF TRAN OF 4' x 2' CONCRETE BOX CULVERT PVI = 1439.04 PVI = 1410.89 6' OF TO 8' GF EXIST. GRD. ® 2Q.00 V.G. * L 54.97' O.G. L = 3 .90' WEST CURB PVI = 14734 U 25' U 4 8 - oc U u w CF TRANSaTa01i u 44.64' to 25 y > O pp n J �►+ ; J `L Cr 44.93' L = 29 2 7 53 co > u- ,� N ^ ^ Jn w b '�+ �J J v oe J 1 0'�' v PROPOSED TOP F 25' asp r v tt J -� O r,v r-Nu O u u � � uj O.C. u � u °° u0 °° -4 e) itaI r.j o N n 'Lqn s. v N -4•-' .+ -4 an N`'' J J NORTH CURB 1414 - 0. �" r 'n w ~ 7gpO7. ~ v p N N oN v 0 � }. * n EXIST. TOP OF 1438 - 100.00 v.c. �, o o + .� _ ar PVI 1433.09 •S -4-4 w- 'A"t $o o Cofi w NORTH CURB ( 4 `� PROPOSED TOP OF -4 1-4 -0.400 X11 '� -13C o o �N WEST CURB 7R ¢ -3.600y - - - 300 ~ 'A� o O + a0'� 1410 - EXIST. GRD. 0 -' -1.430 p �s an., p . 13. NO TH CURB 07. . 1434 - s r o0 0.00 .c. + A VI ,14 8.88 u J 2 v 44`cv u ��'�� � 1418 - > 25" > �o<i'�? "GhL ND AVE. .00 .G. / - W N UO 00 £. VI = 2412.25 PROPO$ D FINISH cy °� �9 �v v 3 � PVI = 1 10.78 � .\ ,� n u > u SURFACE ® CL. EXIST-L -430 . GRD. ® C.L. `k°0 + u PR POSED FINISH +co �' '� o N s O _ m e �'+� r 1ro-N o ws l N 100.00 �.c S RFACE ® CL. 1414 - '" N '0 o°C-4 �? + -4 + 1438 - PVI = 1433.06 v -1.00 - A tiT • p v-1 '�� 0 +'� ��� �� �,� �� / \ N �� w EXIST. FINISHED �, 5.0 �. r O" -p v + + r. + ,4 EXIST. G D. ® CL. n x SURFACE 0 C.L. w O C� 710 `� " " r' _ co u- O p r �N9 - �1 140 . - - - - - - - - � � ~ �+ p�. - - 139.28' 0.G _ r c6 a _ vO + O o +� � goo , ' o.00 v.c. 1410 -1434 - It� PVI = 1439.0 PART. 50.00 V.G. 1 3007. F-d+p11 ON 0.00 .G. / PVI = 1412.45 6f G TO I' CF CF TRANSmON PVI = 1 34 v 25 0 1418 - - 7.53' _ > v W / L 44. O' 6L = 4013' = 2 .32' > 44.64' 23' > i L 54.99' O.G. u O.G. L a - °p rl as 2 m +� O.G. Y U PROPOSED TOP O O.G 25' � a>D v an - * U J r t Y � w EXIST. GRD. ® u 25' u p 7r � w° > > �w ;� 0 SOUTH CURB EAST CURB _ - U � ,• O �' n J ^ ^ ,moo oc`! a0+� ,yrs N �; an ^ 100.00 v.G. 1gp07. LO ,n N N '+� m�; * EXIST. TOP OF - �s .� 1 1414 - It �.� "v N o�� v p`�� X SOUTH CURB 1438 PVI = 1433.09 n ' O O o "'\ N v O O a�0- > w W " v ''ci 1G0� - O r, s•jv CD2 n l.11 Oz � �pz O w d? + TR = -1.8751.'- _ _-0.46007. - ~ ~�O o d _ 1-1.4 � + � n� PROPOSED P OF 1410 �- _ _ 300, 0 `�� in� Popo • EAST CURB EXIST. GRD. 1434 - �,. SOUTH cuae �'�' - PROFILE HOR I Z 1 "= 40 ' CONTRACTOR TO VERIFY EXIST. ELEVATION PRIOR TO EGINNING CONSTRUCTION VERT 1 '= 4' 1430 58+00 59+00 60+00 PLAN 1 " = 40 ' 10+00 11 +00 12+00 13+00 SCALE IN FEET 0 40 BO 120 160 PF- .-77 5C A( E: 1' 40' DAY CREEK BOULEVARD SEE DAY CREEK BLVD. IMP. PLANS PALO VERDE PLACE DWG . NO. 1681 SHTS. 5 & 6 OF 11 SEE SHEET 3 OF 6 ovi � �, ( 1437. 99) ; A l a m Q 20 o w 7 33 pFI C >- m I � Y a �� :. 2 18 18' 1 m m �^ ,� o[ Q W u O ry 32 W c�A� ,f oc r I 3 WZ �3u ��� u 1 v 8 .: I n, m 011 � �! 7 K V \ W W - J cn wo co Q to � U X s row N '�- av t� ° v ell >u ZLLJ �� oc oc I an u a -5r .{ .m 0 20 m _ W t9 U m \ W v I ct O in m °o to v W a- o v �-u \ (1438.63) a U O N u r a RE 9 n 51 N °o W 'n U w p9, L`54.94 \ \ - TG - \ p o I Ns �+ �+ 3> ,ti. ^ ('9 a- u u cl O 3g. ` I -1 Z O I o O O 5 04 d Z 1.y ,9'94 � '°� N . O � I �.`�'• 93.17' �Ol� w qE � � _ 38.56' 17.64'L=26.16 - - <�U LL � �4O u + 1 11ti,� ��• if f.22' sr� O i - _ - A cC p[ 6 \ Z S �i v -� ��. O EXIST. m .�� ,h �� h' V + S 1 2 ry' PROP. S.D. LINE 4 �O "4 ( \ 2 ?may o as 1 . 60' f a 5 C ` 27'WO' 1 o O IMPROVEMENTS J N_00 O6'16"E 1 �O� lam\ (14 0.251 W I - c' v � 89°50 �9 - W ��LLJ '� 1 59 ^G 6 c O �� � TG - �C�i i 1 p a�^a 2 aoo' 1 0�0 �o,� iz 6 ,�yry is 2 - iA 5 .� g G r y +� ^ ' ti \ c, I o' I �.`� \ 4 O. g '. O BE REMOVED * _ A �y. 20 S ^ , , ,9 EXIST. WALL TO + cn 3 '� c (1440.99)'x° I 2: � - - - - - - - � ^� ` ham' `O TIC Oe 6 5 s _�_ _ Ln W - - �y,�o s�6 v �� 2•/\° so I I ' a�-__o _t- - - - - - - - - - 2G 46 36 'a U =22. qg r pz] ( _� 0 U n 4 `�G ®� O -12,r,1.27 ECP 63 Q N m o d �� • ��E �" p� 12+61.27 ECR �r O s� 3, 20 7 (1441.93) I h a>< o oc 99. 2 J s I/I 3n a3 0 =38 7 TG I IUu w m w �°��E 0 J W 3 I �W � �, : �° Q 52 W aT n v < I 1v 1 9 Q, cl. AVT. h 7 J m o I d,4 W z w ' m 12+20.25 54LVERBERRY STREET F- U 7 � O 4� �O.�� w 37 U-) • ' I 140.14' Oo,• O w -' = 50+34.78 PALO VERDE PLACE 36 35 7 34 12' 51.57' I 51.57' 25' PAI, VERDE PLACE SILVERBERRY STREET STRIPING NOTES : DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES: 2a--APPLY 87 SOLID WHITE STRIPE PER CITY STD. PLAN 133 . CITY of RANCHO CUCAMONGA 1a-CONSTRUCT 3" A .C . OVER 6 1/2" CL . 2 A .B. 2a--CONSTRUCT B" W/ 24" GUTTER "A2-8" PER CITY STD . PLAN NO. 104 APPLY DIRECTION ARROW PAVEMENT LEGEND AS SHOWN ON PLAN Q-CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO. 104 CALTRANS STD. 6 -22 AND 6-23 . STREET IMPROVEMENT PLANS 4a- CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 12 APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. "& CONSTRUCT SIDEWALK PER CITY STD . PLAN NO . 103 ("W" PER PLAN) PALO VERDE PLACE / SILVERBERRY STREET CONSTRUCT STREET LIGHT 5800 LUMEN H .P .S . V . BY S . C . E ., PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION STA . 58+47 . 69 TO STA . 59+98 . 28 a7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A STA . 10+00 . 00 TO STA . 13+80 . 89 18 - INSTALL STREET NAME SIGN PER CITY STD. NO . 401-A 6 401-B &CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN NO . 106-A TRACT NO _ 15875 DATA 0 - CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO . 300 DATA 1 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD. PLAN NO . 307 DEI TA/BEARING RADIUS LEN./DIST . TANGENT CE RIM COVER TO GRADE DELTA/BEARING RADIUS LEN_/DIST . TANGENT ADJUST C + 15°00 '00" 112 .00 29.32 14.75 - 13 ADJUST WATER VALVE COVER TO GRADE 890 59' 11" 35.00 54.97 34 .99 APPROVED B Y: _ ATE : 6-- �8 210000 '00" 38.00 139.28 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 Qz 90000'49" 35.00 54 .99 35.01 CITY ENG I NEE RCE NO 24953 18 CONSTRUCT 3' A .C . OVER 9" A . B . pOfESSIp 3 84039'52" 27.00 39.90 24.60 OQ Nq! -- -` Q 95°20'08" 27.00 44.93 29.64 h~�Q�MI�TD/V <cy�r DESIGN MADOLE & ASSOC TE . INC RE DED o y SL OF THE INLAN FIRE NOTE: FOR TREE NAME/TYPE. SPACING. SIZE O 85°09'04" 27.00 40 . 13 24.81 W 7 r m CONSULTING CIVIL ENGINEERS QUANTITY SEE SHEET NO. 1 ¢ 7 NO . 14814 m LAND PLANNERS - LAND SURVEYORS L� T r0 O 940 17'56" 27.00 44.44 29. 11 DRAWN 10601 CHURCH STREET SUITE 107 SHEET I N Exp: 3-3f-Of RANCHO CUCAMONGA, CA 91730 SL (909)948-1311 sl'lF FIc�iF�Q`��! CHECKED -� __- OF N _ RCE No 14814 DRAWING NO . GH D TE /Z-Z-99 FILE N04;� Z PROJECT SHT . NO . OF DWG. DATE BENCH MARK: BENCHMARK NUMBER '1639 ELEVATION: 1297.297 - 24' EAST OF C.L. ETI ANDA AVENUE 40' NORTH RTH OF C1. BASELINE BRASS BENCH DISC IN TOP OF NE END 61 rwr To'ei Of . EXIST. GRD 0 OF 4 x 2 CONCRETEBOX CULVERT TRANS. PART.`50.00 V.G. NORTH CURB L - 54.98' O.G. G' OF To 8• c� * PVI 1397.99 TRANS. w- i PART. 50.00 G. 97 = 5 _. L 3. ' O.G. _ 402 '� O PVI 1394.6 * n n nj U O n 410 CO-) u > v L : 40, e. ] \ J °t -O V L G.0T O PV1 142G.03 n C6• �`? '� u CO r N > > O.G. ''' 0 CO�y ^ '0^ > > co co N� N • co m p N4 l9fV � U N �.-�uQ W �� \ l9 l9 CO -' 1398 � .► � r 9428 " -' N � N ~ ouONN �� �' CO $ TR 1.007. r r, T" Q co V-14l9 v ^ v v tf `-�v c-+.-4 .r+�rti + N 1` M _ PROPOSED TOP OF 4 qell NORTH CURB �o� r ` _ -0.40 7 -1.83007' � � :4 30.00 V.c. EXIST. GRD. ® PROPOSED T OF 1394 - PV1 = 1396.67 NORTH CURB TR = -O 4009_ 9 424 NORTH CU B EXIST. GRD. 0 CL. EXIST. RD, 00 c. ..,� v v • s - 50.00 V G. 30.00 V_C. � . 9 402 n > w v PV1 n 97 9G PVI a i3 �#"62 PVI 1424:91 D.00 _ _ 1 To. � P R n m .O �V 'n r` O t9�? O r>v U �O + � l9r + O� �N w(� m > L) n > >/ > O > Ott O,� + �/ r..•� '' �� wa" �n wn �u1 N > F- �.+ v Oto r..• v N� c4`n w -� n Z Q N w r co N et 428 0co � �N ^ OcoN O� � 9398 -1.7('��,� +� <� l9 zl9 N c9OH + �N �r r 0(0 -�t + N + N O J N _ 4-1 1 cli 04 "Ut J� C0� -4.-+ ,If + 6 .�+ Z 11 O 1+1n + N O rte+ .ter.�+ ''.-4 '� X a0 �c 2. a- + to _to �j v1.7p �v IOv O O7- '".4 + �p0 + NN �N � 007. Z PROPOSED FINISH oo� _ r4 I1-i _ SURFACE ® C.L. - 4oQo 1394 - / PARI. 5o.b0 V.C. 9 424 - ,PROPOSED FINIS 4. L = 54.98' O.C. PVI 1397.99 ,400i� / SURFACE ® C. . EXIST. GRd. / Co* OF TO 8' OF W Z U RB .� i TRANS. LU1 d 9 402 _ SOUTH CU L = 55.98' O_G. _ .� \ EXIST. GRD. * > SOUTH CURB TRANS. ►;; 0 PVI = 142G-GC vi N m ^ O . + O �O r uta LLA - �It v � > > O.G. n s ° ,� ��\. O� �� '� \ O.G. at J -j nu o0a0`l,toIt 1N > O , t9 v N� c� n 0 w „� a t� �V \•-4.• .+.(7 O J CC3 ,\ ao iv �+ �, Q N t S 9398 �� �� � _ �,.� Q 9428 � ^ � �� 4�4 , t �� °6 �� t t1L e) N N 0 .+ '-4.--4 6� \ � r v R a �3 4 q2° ti '°t u w r7 J -\' Q p6� (� w N n v^ v 2 00 07. .3 q� r4 r4 0 O '7$°� 1394 - PROPOSE TOP OF w 9 424 PROPOSE TOP OF cNv N °; n SOUTH CURB r w * CONTRACTOR TO VERIFY EXIST. ELEVATIONS SOUTH CURB �- PRIOR TO BEGINNING CONSTRUCTION PROFILE HORIZ 1 "= 40 ' VERT 1 "- 4 ' 10+00 11 +00 12+00 PLAN 1 ' 40 ' 90+00 11 +00 12+00 13+00 SCALE IN FEET 0 40 80 120 160 i DAY CREEK BOUL EVARD SEE DAY CREEK BLVD . IMPVMNT . PLANS DAY CREEK BOULEVARD DWG. 1665 SHT . 5 OF ii I SEE DAY CREEK BLVD. IMPVMNT . PLANS PALO VERDE PLACE DWG . 1665 SHT . 6 OF 11 SEE SHEET 3 OF 6 140.14' PALO VERDE PLACE SEE SHEET 2 OF 6 12' 51.57' 1 51.57' 25' o C + A Q m I 2' 18' 18-114 1� -, 18 18" 0 60 1 0z Ti oc N tt,, 1 CD M J 0L 1 ci w Y� m p JCID I w Z d J J u; r L A m : tY U o 28 � 0�0 0 41 m Q « 1� co C1 11 9g1ry�. r I uD FLw Ln � co N ►F'F�1 m h Z O O 1 A0^°� 5 r4 20 4ti�o�'`0 N S 22. 4 p O+ + r LO 83.59 ( p �� 98.50 ., o 1 0 pkv., 61 00 ° I o 0 - - .� -- r4 -._. __r4 - 8 1 z o f i I 0 CD u i n oc .o oc w yy + I v r r Ok cn kb.�k�.�� g �,�F`' O � I o �wM�k �'1 O k�bktOg 'L��� cl. INT. 42 _ N 89°51 '1 "w 1 A _ c n _ ti ti� N�9°51'16 w �9 ti tik' 12+23.25 FREESIA DR. 1 1 6 .D �x 2 0� -� 12+13.84 BLUE MI5T DR. 1 r� �S 1 �'.� 2 k� c = 5G+04.94 PALO VERDE PL. O k o,� 0 3 r s 20 -4 y. I s e 1 3 co ?� •,y ,y. v Oy�Aj�0 A E� = 44+99.19 PALO VERDE PL. Q '� 6 14 0 ., O 4 o I O 4 �o 6 2 I _J 83 5v bk J i I I �L •�- �� 1 [1C �1 k� r .03 2c I stn' U �J pup 6 oil' I v Lu to r- 3 0 43 r c_9 �W O o r 1 ro L Ww �0 o �, I ! � Wm 27 " �O 1� u z 10 + n 000 v �+ rn 63 k-j 95•y v 140.14' �c W ", I � I s� a 12" 51.57' 51.57' 25' BLUE MIST DRIVE FREESIA DRIVE DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES: CITY of RANCHO CUCAMONGA 1 CONSTRUCT 3" A . C . OVER 6 1/2" CL . 2 A .B . 4 3 ONSTRUCT 6" W1 24"CONSTRUCT HANDICAPPEDUTTER ACCESSA2-6" PER CITY STD. PLAN NO. 104 RAMP PER CITY STD. PLAN NO. 102 & 103 p STREET IMPROVEMENT PLANS 55 -CONSTRUCT SIDEWALK PER CITY STD . PLAN NO. 103 ("W" PER PLAN) BLUE MIST DRIVE � FREESIA DRIVE 6 CONSTRUCT STREET LIGHT 5800 LUMEN H .P .S . V . BY S .C .E ., PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION STA . 10+00 . 00 TO STA . 12+13 . 64 7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO. 101-A STA . 10+00 . 00 TO STA . 12+33 . 25 8 INSTALL STREET NAME SIGN PER CITY STD . NO. 401-A & 401-B 9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN NO . 106-A TRACT NO _ 15875 DATA 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO . 300 DATA `J DELTA/BEARING RADIUS LEN /DIST . TANGENT 1 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD . PLAN N0 . 307 O DELTA/BEARING RADIUS LFN./DIST TANGENT A 90°00'00' 35.00 -� 54 98 35.00 12 ADJUST MANHOLE RIM COVER TO GRADE 1 95°38'4 1" 27 .00 45.07 29 eoAPPROVED B Y: ` . D ATE. w- O 1 ADJUST WATER VALVE COVER TO GRADE O B 86041 '53" 27.00 40. 86 25.49 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 Oz 88022'20" 27 .00 41 .64 26.24 CITY FNGINEE --- --- RCL No 24953 20 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND ° QaOFESSlO,yq r Oc 86°48'43' 27.00 40. 91 25.54 0 88 21 ' 15" 35.00 53.97 34.01 c�0 CTpN ��, - - - 0 91°38'45" 35.00 55.98 36.02 h~ �MI 'ttgoym� DESIGN MADOLE E ASS CI ES, INC. RE N D E D � ��' o � SL OF THE INL EMPIRE NOTE: FOR TREE NAME/TYPE, SPAGING, SIZE W Q m CONSULTING CIVIL ENGINEERS - ¢ 7 ND . 14814 m s LAND PLANNERS - LAND SURVEYORS tD + QUANTITY SEE SHEET NO. 1 Exp: 3-31-01 DRAWN 10601 CHURCH STREET SUITE 107 SHEET N it it RANCHO CUCAMONGA• CA 91730 SL (909)946-1311 5_ sl'lF Fico 1�oQ�ti� CHECKED �__ _ 0� RCE No 14814 DRAWING NO . GH ATE FILE No ;_.* T; :`,5;' iti' 4 . 'c _ c',. .� 6 3 vC'. 5c rti 1.'tr 1c2b 1 DWG. DATE PROJECT SHT . NO . OF