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Home My WebLink About1668 HILLSIDE RD GENERAL NOTES: RANCHO ST HERITAGE a a RANCHO ST CITY OF RANCHO CUCAMONGA CA IFORNIA w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO PARK CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS N N Q Q CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. STR T & STORM DRAIN P s CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 1:.-A THESE STANDARDS AND SPECIFICATIONS. z WILSON AV 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER R�W EMD METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN us 6 �' EASEMENT THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE WILSON AV FOR d i COTTONWOOD _� R W t5' MAX. DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST = DR 33' 42' TO THE CITY OF RAIvOHO CUCAMONGA. LAN MANZANITA 11 22' 5' 1 . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PRUCT SHALL FAMILIARIZE HIMSELF WITH a MANZANITA J 13951 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES w < w GOLDEN ST pap 0 ' 4, 1 ' NO , 19 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH m - s 9' 3 �Z o < Z = 3 � FACILITIES ARE SHOWN ON THESE PLANS. Q Z SUNFLOWER ST Q 0 v NJ = Q ,\� 09,, 4 15 \\� 3:1 LOT25 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, J j 20R MAX. '� 1 70z II 2 60X �-� 2:1 LOT 26 ENGINEERING DEPARTMENT, PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY W A � TO 0 � � GRADE / // •'/�/�//�// / 2.2 X //� j� j•,� /��/�//�//, :1 SLOPE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. \. \ \ Q \ � < i � FACE 5. ALL GRADE STAKES SHA BE T Y THE R N I / �, LL SE B E0 E G NEER. PAVING STAKES BANYON ST J `/, 15 I ��\�\�\/,�/ , j SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF i -\,� \,�\,�\ SUB GRADE ELEVATION AND AT NOT MORE THAN FOOT RVA ADDITIONAL ,� E 50 00 E LS. PAVING 8 2 8 2 STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL II ; VICINITY MAP T•I_=6 T.I.=s CURVE AREAS. NO SCALE HELLMAN AVENUE BERYL STREET 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR STREET CONSTRUCTION NOTES: QUANTITES TYPICAL SECTION 11 TYPICAL SECTION CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. • 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING Ot CONSTRUCT Y' AC. PAVEMENT OVER 4" AGGREGATE BASE. 73,683 S.F NO SCALE 12 NO SCALE ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY 10 OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE w O2 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. 19,538 S.F. SUBMITTED TO CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE w MATERIALS AND/OR SURFACING. 0 O3 CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE. 81,603 S.F. NOTE: z 0 4 CONSTRUCT 1" MIN. A.C. OVERLAY, COLD PLANE 2' TO MEET EX. PER DETAIL SHEET 5. 13,406 S.F. UTILITY CONTACTS: THE BEARING FOR BERYL STREET AND INTERSECTION 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 13 FOR WILSON AVENUE FOR PROJECTS ADJACENT TO ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY z O5 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1. 5,986 S.F. 2 BERYL STREET IS AS FOLLOWS: OIL CONTENT AND GRADATION OF ASPHALT PAVING. (WIDTH AS INDICATED ON PLAN) PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: z TRACT BERYL ST. BEARING WILSON AVE. INT, 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO z O6 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. PLAN 102, WITHIN COMMUNITY 14 EA. Q.! 9 Z GENERAL TELEPHONE COMPANY 800-483-3000 � 13951 N 00'33'24" W 22+82.07 THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R- c� TRAIL USE TRANSVERSE MEDIUM BROOM FINISH FOR CONCRETE. 1400 E. PHILLIPS BOULEVARD 41 M 14207 N 00'35'00„ W 22+80.95 VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. POMONA, CA. 91766 C�/ 14 N �f O7 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. 15,172 S.F = Q W 0 SOUTHERN CALIFORNIA EDISON 800-655-4555 W 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN 4 ? 8 CONSTRUCT 8 CURB AND GUTTER PER CITY STD. PLAN 104 A2-8. 7,532 L.F. TO DETERMINE STRUCTURAL SECTIONS PRIOR TO FINAL PLAN APPROVAL). • 7 1 REDWOOD AVENUE 2 ( 95 ED OOD VE E 0 - AJ FONTANA, CA. 92336 141 N 8 SCALE: 1"=100' i 0 O9 CONSTRUCT CURB AND GUTTER PER CITY STD. PLAN 104, A2-8 (TRANS. TO 12" CF) 47 L.F. (� N� W 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY SOUTHERN CALIFORNIA GAS CO. 800-427-2200 0 W MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE Z 10 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A. 1,997 S.F 1050 OVERLAND COURT 15 (n ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE A IMA A. 7 o SND S C 917 3 RAMATERIAL G DE OF A QUALITY BETTER THAN THE NATIVE MATERIAL. FCUC11 RECONSTRUCT t CatiCJaE1�E DRIVEWAY AS SHOWN. 2,292 S.F. Q VE o _ _ o 964AMONGA COUNTY WATER DISTRICT 909-987-2591 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT Q 12 INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134. 9 EA. 9641 SAN BERNARDINO ROAD �1E �- RANCHO CUCAMONGA, CA. 91730 1 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 0 13 INSTALL STOP SIGN PER CITY STD. PLAN 401-B. 10 EA. f6 I APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH z AMERICAN CABLE ENTERTAINMENT PRIOR TO PAVING. 14 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & B. 8 EA. 909-880-0220 SEESHEET 5 - T.-L 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF 15 SAWCUT AND REMOVE EXISTING AC. PAVEMENT TO LIMITS SHOWN. 8,552 S.FTHE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 16 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON 21 EA. 7 6 5 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY CO., PAID FOR AND COORDINATED BY THE DEVELOPER. EE LANDSCAPE PLA 2 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES 17 � SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 17 INSTALL STREET LIGHT, 9500 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON 16 EA. I I S EETS L-2, L-4, L- 6 CO., PAID FOR AND COORDINATED BY THE DEVELOPER. Z SEE SHEET 7 RT. - - - - - W 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B Q I W SHALL BE CONSTRUCTED AT EACH INTERSECTION. 18 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1 191 EA. ^ _j STORM DRAIN PLAN CA- ,_ __------__--- _ _ _ (Sn O19 CONSTRUCT 20' COMMUNITY TRAIL PER CITY STD. PLAN 1002-A. 1573 L.F. E- �� 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR W Z • • - - y4►c►.vc - - - - W THE CORRECTION OF ERRORS AND OMISSION$ DISCOVERED DURING CONSTRUCTION. UPON 00 CONSTRUCT 12' PARKWAY LOCAL TRAIL PER CITY STD. PLAN 1002-8. (WITHOUT FENCE) 110 L.F. W Q " LOT A (n REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 11 1 - - _ -� �-� t - - - _ ENGINEER, FOR APPROVAL. 21 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1, 4 EA. WITH TRANSVERSE MEDIUM BROOM FINISH TO AND INCLUDING CURBSIDE DRAIN. W _ - 16. WORK SITE AND EXTERIOR STREETS SHALL BE IIN A NEAT. CLEAN, HAZAPD -FREE, ORDERLY W 0 STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 0 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-B. 5 EA. N O II 4 3 INSPECTOR. 03 CONSTRUCT 8" A.C. DIKE PER CITY STD. PLAN 104, D1-8. 150 L.F. SEE HEET 2 SEE SHEET 2 SEE SHEET 7 LT. 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 04 CONSTRUCT 3" A.C. PAVED DRIVE APPROACH AS SHOWN. 131 S.F Z I SEE LANDSCAPE PLAN 48 HOURS OR TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 05 CONSTRUCT PAVEMENT TRANSITION PER CITY STD. PLAN 406. 3 EA. J II HEETS L-2, L-4, L- 06 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE A. 3 EA. a II 23 "' I PRIVATE ENGINEER'S TO CONTRACTOR Z 07 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B. 3 EA 11 � Lli INDEX MAP II 24 22 19 = THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 08 PRIVATE PARKWAY SINGLE GATE PER CITY STD. PLAN 1008. 3 EA. D II SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST n W R W R W OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE 09 STEP THROUGH DETAIL PER CITY STD. PLAN 1007. 3 EA. W � it a J cW 30 30 PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO ©0 VFHI ACAT6WIVWjT �IOE ACZM!9 WF_ e-IT1( !TV FLAN 100(c-C 1 EA. W O I ,� PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE = a J d 12 18 18 12'0. PLANS. STORM DRAIN CONSTRUCTION NOTES: QUANTITES M w ( 7.5' 4' 0.5' / ---- - ---- -- ---- ------- - -- - --------- -- -- ----- ------- - - - -- ^ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO 50 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD PLAN 107-C (MODIFIED AS SHOWN) 34 L.F. 04 II g 25 = 21 20 1 \\%\ 1' THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED 0.20' A SAFE; PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND 51 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, 304, 305 5 EA. I W W 2:1 MAX. '�� J' LEVEL UNE 2:1 MAX. SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 19 W SLOPE \ \\ \i\//\/,\//, / . 1.7% 1 7l0 / //�/,, 'i, SLOPE REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 52 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. PLAN 308. 3 EA. (, I \\ SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR OQ I ' / y THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH TIE "OCCUPATIONAL SAFETY 53 CONSTRUCT CONCRETE MANHOLE NO 2 PER CITY STD. PLAN 319, MODIFIED PER DETAIL SHT. 9. 2 EA. i i - • - i //� %i : ' '\ \\ / //� / / / \/\ \. \/. /'\\, AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDU`•TRIAL RELATIONS 54 CONSTRUCT CONCRETE MANHOLE NO 4 PER CITY STD. PLAN 321, MODIFIED PER DETAIL SHT. 9. 1 EA. II \. "CONSTRUCTION SAFETY ORDERS". 1 SIDE OF STREET 55 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. 2 EA. F- 8 VARIES PLAN CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE /,.ND COMPLETE I 8 W I SEE SHE T 4 LT. T.I.=S 0 56 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. PLAN 331 t EA. W I kevtj.> d Q�OfE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF N II ALL INTERIOR LOCAL STREETS 1 O THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS © II 26 27 28 29 30 TYPICAL SECTION `~ �� REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 5 INSTALL 60" R.C.P. (1350-D) 467 L.F. W o HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 58 INSTALL 54" R.C.P. (1350-D) 567 L.F. I I _"__ _--- - --- c No.47%7 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN III NO SCALE * bow * ONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 59 INSTALL 48" R.C.P. (1350-D) 26 L.F. I) f�� cmc P NEGLIGENCE OF THE OWNER OR ENGINEER. 60 INSTALL 36" R.C.P. (1350-D) 21 L.F. I� CONSTRUCTION NOTES FOR STREET TREES: o�c n G Q� a /�,,�j�j.� �l- 61 INSTALL 24" R.C.P. (1500-D) 192 L.F. II - - - - 0.K.�.�` e AA4� �� T/ / k& • 4�� ywwl 0 62 INSTALL 18" R.C.P. (2000-D), USE CONCRETE BACKFILL WITHIN ROADWAY. 155 L.F. I I 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. b( �,toFESSI ,1 �1I 16pr 2006-P) ��`O D K. !c^ © r li ��JeC: ✓ice f��i 63 INSTALL l29 R.C.P (f.006-P) © 39 L.F. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT ,�� offy SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR y �D DESCRIPTION OF REVISION DATE APPROVED 64 CONCTRUCT REINFORCED CONCRETE TRAPEZOIDAL CHANNEL PER S.B.C.F.C.D. 124 L.F. NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED W N0. 36866rn FILE NO. S.P. 192E, DETAIL SHOWN ON SHEET 9. LMD R/W R/W BY THE CITY INSPECTOR. * Exp. 6-30-00 65 CONSTRUCT CONCRETE CUT-OFF WALL 12" THICK AND 4' DEEP PER S.B.C.F.C.D. 21 L.F. 16.55'' MAX. 96' 20' CITY OF RANCHO CUCAMONGA t9 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE s�'r CIVIL �! FILE NO. S.P. 192E, DETAIL SHOWN ON SHEET 9. 5' MIN. 44' 52' 5' O 15' ENGINEERING DIVISION. F OF CA,-%I 66 INSTALL PROTECTION BARRIER NO. 2, BEHIND SLUICE GATE INSIDE EXISTING INLET 1 EA "1 STREET & STORM DRAIN PLANS ' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STRUCTURE PER S.B.C.F.C.D. FILE N0. S.P. 101, DETAIL SHOWN ON SHEET 9. � 12 32 32 PLAN AND PROFILE 67 CONSTRUCT CONCRETE MANHOLE NO 4 PER CITY STD. PLAN 321. 1 EA. � 0.5' 4' 7.5' 2STREET TREE QUANTITIES +. 3' SYMBOL STREET STREET TREES QTY. SPACING SIZE TITLE SHEET EXISTING SURVEY MONUMENTATION -� '� -0.04' ( , BRACH YCHI TON -- - _ - - -- _ SLOPE 0� 2.0% "v POPULNEUS BISHOP CT 9 25 O.C. 15 GAL I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD FACE _ _ LEVEL _ LINE_ ------- TRACT NO 13951 BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD //\�// //j// 1.7C� f•70°l0 \\,�\ �/� i\j\\/\\,\ \\�` \\ A> COUSINS PL. RHUS 43 20' O.C. 15 GAL ARE SHOWN ON THE FINAL MAP FOR THIS TRACT \\%�\ \\i/ �j /. ' \ ,S+ LANCEA '\ \ APPROVED BY: : • , \\/ � � � \.\qO � PISTACIA � �s � DATE: DATED ' 7 '\/ \ \/\/ / /\ \ /�. F ZIMMERMAN CT. 16 30' O.C. 15 GAL. CITY ENGINEER t + \/ / \i\\i\\i�\i�\�i\ \�\\i�� \ \ /� \,\�'' C H I N EN SI S �� R.C.E. N 2 953 M I CH C F'O, L-S • 2' FOR ALL SLOPES 3 \ GINKGO DESIGN RECOMMENDED PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER SHARP DR. 26 35' O.C. 15 GAL. 6' OR HIGHER g g .\ BILOBA S.H.R. ��C� INC RECORD FILED BY A QUALIFIED R.C.E. OR L.S. HATH THE COUNTY SURVEYOR FOR EACH MONUMENT T,I.=B SHOWING THE REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE WILSON AVENUE BERYL ST. ERIOBOTRYA 7 25 O.C. 15 GAL. _�m PROJECT SHALL BE PROVIDED TO THE CITY. COPPERTONE DRAWN 38248 POTATO CANYON W. OAK GLEN, CAN.F"A 92399 SHEET TYPICAL SECTION EUCALYPTUS S.H.R. T�HONE(W9) 864-380 'I OF 9 PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER HELLMAN AVE. 6 30 O.C. 5 GAL. RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING - -------- -------- ---- POLYANTHEMOS CHECKED -.>�i 99 DRAWING NO. LAGE OF THE EXISTING MONUMENTS AND RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION NO SCALE T.3 BERNHARD K MAYER WILSON AVE. R.C.E. 6866 DATE OF THE PROJECT SHALL BE PROVIDED TO THE CITY. MUSKOGEEIA SKOGEE 45 20' O.C. 15 GAL. B.K.M. 1668 F s S e E f - e +E ff f{ }1 tr ti ♦I �} ri tI ir ♦t ♦i +I ♦{ •i t+ ri •{ +i +{ r; ,#.- ,... t + +i r f +i ♦+ ♦+ t+ r}.. , • ♦i ♦+ t f ♦# f +i i f{ .t , f{ •; t +i •i t ti +I ?I- • , I , .t+ + 1 + i I + i i 1 + i 1 j .. .;. . ..;{... +i. - .i1. - �_ .�... .,t . }f - . F+_.. ....+i ._,{.......,t ., }t.... ..,.tI 1 ......_+i ... .. BENCH H M ARK #70: + t - + is ,- t, f y.+ t i i f }! ! ; � i } i } t f I I t} j}? I I!!}'}I'-;i!}!{;:!i','}}t:?;,i,Ei}}!f!1}}t}}':1j`•1'+!'-}t}i =fi. 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II........... t - -. ! i tI t i }1 I 1 1 } I L � { t _ } !{ I } i � ! � i i i � ...i 4 { I? S I ! { _. . _........}.. _� •_ .. .. . _..�..- + }... .4 P�� . . t f _ _ _8 AT Rt. +t 1 I.. ... t -.�.._ _. . t_ _ F ....... .... ._ .-.._ ..- .. .__ ! � +. .t�_ �8 AT ��t I I ± 1...... t .i _ t. ! I TIt} i !I ;+ + } i t ` � ! � ... . ._. . v �-It+ . . „*.. }. � r 1 + ,.. ...._ } } it }� f} I + ,, ! } ! i � r - - . .. . . PROFILE SCAL+ r tI iI I! ! a�_. _ .. t_.. _... _.. I _.. .... _ � j , } ,- _. � _. - J. } f � � t-- tHORIZ. 1 -40 j - . - .. � � I1} i It i II VERT. 1 48 28 29 30 31 32 33 34 35 6 7 38 9 SEE SHEET NOTE: LACE THE BEARING FOR BERYL STREET AND INTERSECTION = WIOR PROJECTS ADJACENT TO 90 35+49.13 EC 90 90BERYL STREET IS AS FOLLOWS: 90 17 17 PUBLIC LANDSCAPE EASEMENT, SEE 17 TRACT BERYL BEARING NLSON AVE. INT. � (NLANDSCPAE PLAN SHEETS L-2, L-4, L-6. 17 13951 N 00'33 24" W 22+82 07 00 (TYP33+28.68 BC 14207 N 00'35'00" W 22+80 95 cD 17 r 30+98.35 EC M 90 10 27+52.59 WILSON AVE. O - - -91 SCALE: 1 -40' 722+82.07 BERYL ST. 17 _ _ C9 +28+90.65 BC 18 8 90 0, � CO 586 17 14 /V 'Ili o 83 30 } C8 35 80 - 36 37 W• 5664 . 9 0) X 34 -220.45 T=t 10N 895043W W + m3 + M 30 � 5 019 .00 °D 00 LOT 7 + 87 01 " Z N JW Ct0 Wcn 034 O 32 6 31 3 v N 89 104'Q4 oLL 00T f5 wo 29 769 + +28 '309'37'512 � + w d 19l v G m 86 17 z '1.1+5Z.EWf 87 rn w + m 34+OS 84 WILSON 90 t17 10+00.00 COUSINS PL 90 918 4 3 �` C4 17 w NN + 29 (TYP) 18 90 ? FLOOD LL PER GRADING PLAN w� 28 17 V) St0 _� w � w w � + L-2• L_4• L-6. 90 COU$1 oU oZ 22 EET3 °' cow SEE SH w STREET CONSTRUCTION NOTES. C14 0 2.3 z aD m 90 CONSTRUCT 5" A.0 PAVEMENT OVER 6" AGGREGATE BASE.2ww< 14 Zz WILSON AVENUE CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. PLAN 102, WITHIN COMMUNITY 17 TRAIL USE TRANSVERSE MEDIUM BROOM FINISH FOR CONCRETE.<Le io 90 STRIPING CONSTRUCTION NOTES: QUANTITES CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. INSTALL 4" DASHED WHITE STRIPE PER CALTRANS STD. PLAN A20A, DETAILS. 2,027 L F. CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN 104, A2-8. INSTALL 8" SOLID WHITE STRIPE - LENGTH AS SHOWN. 500 L.F. CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A. CITY INSTALL 4" SOLID WHITE STRIPE - LENGTH AS SHOWN. 450 L.F. STRIPING NOTES: DESCRIPTION OF REVISION DATE APPROVED INSTALL 8' DIRECTIONAL ARROW TYPE IV PER CALTRANS STD. PLAN A24A, 5 EA. 2INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134. (L) OR (R) AS SHOWN. 1} ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO INSTALL STOP SIGN PER CITY STD. PLAN 401-B CITY OF RANCHO CUCAMONGA CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS 313 L.F. TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & B. STD. PLAN A2E. 133 NOTED. PAVEMENT LEGENDS CONFORMTOCITY OFRANHCUCAMONGAS MAINTENANCE STENCILS. INSTALL STREET LIGHT, 9500 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON PLAN AND PROFILE INSTALL "STOP" LEGEND PER CALTRANS STDPLAN A24D. 15 EA 2) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE CO., PAID FOR AND COORDINATED BY THE DEVELOPERWILSON AVENUEINSTALL "STOP AHEAD" LEGEND PER CALTRANS STD. PLAN A24D WITH W17 SIGN. 7 EA (LEGEND) ER NOTES AND LEGEND ON SHEET 1. INSTALL 4" DOUBLE YELLOW STRIPE PER CALTRANS STD. PLAN A208, 5 EA (SIGN) FIELD BY THE CITY INSPECTOR. CONSTRUCT 20' COMMUNITY TRAIL PER CITY STD. PLAN 1002-A. FROM BERYL STREET EAST DETAIL 21. 765 L.F. 3) ALL STRIPING SHALL BE LAID OUT WITH ANY DEVICE OR METHOD REMOVE ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS -- THAT WILL NOT DAMAGE THE PAVEMENT NOR CONFLICT WITH OTHER CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1, TRACT NO. 13951 (SEE GENERAL NOTE 4). TRAFFIC CONTROL AND SHALL BE APPROVED BY THE CITY INSPECTOR WITH TRANSVERSE MEDIUM BROOM FINISH TO AND INCLUDING CURBSIDE DRAIN. CURVE TABLE PRIOR TO FINAL STRIPING. ESSAPPROVED BY: DATE: TA NGTH TANGENT LANE STRIPING 1,284 L.F. CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B.INSTALL " TFT TURN O 0 CITY ENGINEER R.C.E. N 24953NUMBER DELPER CALTRANS STD. PLAN A208, DETAIL 31 4) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHOWN ON THE I ^ 90'11'22" 35.00 55.09 35.12 PLANS SHALL BE REMOVED BY WET SAND BLASTING OR AS DIRECTED PRIVATE PARKWAY SINGLE GATE PER CITY STD. PLAN 1008 C2 89'48'38" 35.0054.86 34.88INSTALL �� DESIGN RECOMMENDED ) . . BY THE CITY INSPECTOR. PAVEMENT MARKER REMOVALS SHOWN ON No. 36s6sA C3 08'30'00" 1368.00 202.95 101.66 15 L PER CITY STD. PLAN 1007 m S.H.R.THE PLANS MAY BE REMOVED BY ANY METHOD THAT WILL NOT DAMAGE Exp. 6-30-00 S✓1FTFC / INC C4 08'30'00" 1432.00 212.44 106.42 9INSTALL R61-19.1, TURNING LANES AHEAD, SIGN2 EA. THE PAVEMENT AND SHALL BE APPROVED BY THE CITY INSPECTOR CS 03'09'27" 1400.00 77.15 38.59 INSTALL 4" DASHED YELLOW STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 1. 1,475 L.F. PRIOR TO COMMENCEMENT OF MARKER REMOVAL. QVEHICLE GATE WITHOUT SIDE ACCESS PER CITY STD. PLAN 1006-C. DRAWN 38218 POTATO CANYON RD., OAIGLEN, CALFORNA 9239SHE C6 01'1 8'47" t432.00 32.81 16.41 9O c0Nr;;TR -X1ve\N 4y Af7p e-H51DE�AW PES S.H.R. (jos) � 3eo 2 OF 9 C7 00'362" 1368.00 14.41 7.20 (9 INSTALL W53 "NOT A THROUGH STREET" SIGN. 1 EA. 5} ALL TRAFFIC CONTROL SIGNS ON STREET LIGHT POLES WHEN or CAS\FTELEPHONE C8 05'51'52" 1400.00 1143.29. 71.71 POSSIBLEaysrp SIM fol YP6eI wIP7H 4i� DRAWING NO.t } RELOCATE R2 "SPEED LIMIT 35" SIGN BEHIND CURB AND REPAINT "35" LEGEND. 1 EA.03'33'09" 1432.00 88.79 44.41 B.K.M. 3ERtNiARD N. YAYER R.C.E3686 _.« ... DAIS 1668 , : ; s i11- ; ; f . . { a s 0� I I I BENCH ARK 7 M 1 , i ± i i F 1 BEC 0 t t t t t t , ? t t + t + + +_. .. t + +. , ,. t. + +.. t- +.. ., i_ i.. t.. t r , fs� + r + t t. , i h ,_ h. ,_ + # r t 1 1 i r r r 1 r } , r r !. 1 r. r } } t_. r r r_ 1 r } } t ! } I } } i E # i E : } # i t ! 1 i t I # I t I I I I I I I ? 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I ! 0 U B t 3 Pig N f WEST UR RETURN, N TH T f I R S CURBOR WES , ' t CU t + L + } i + . f 1 } i , + } + } i i ! i } - ! * j t i t t 1 i I ! l I I } I I } } 1 } I 1 I d` ! , NG ! 1 I 1 1 +i t'` 1 } i I I -_ CORNER OF HILLSIDE ROAD AND i 1 , I ! i ' 1 i M t� i i } I I } i 1 I I { it i { i } { r i } i I r r r t t r r i t r { I r r 1 t }- t r F �- { } + + t + t _ ..1.._ e.... . r .... _ _r. _.fi... r- .. _ . __. .. ;_.. 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BY SOUTHERN CALIFORNIA EDISON oNs COUSINS PLACE CURVE DATA CO., PAID FOR AND COORDINATED BY THE DEVELOPER. ,© �e/151 ,`f NUMBER DELTA RADIUS LENGTH TANGENT 1g PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1. y ��oFE TRACT NO. 13951 C1 _ 10100'00" 102.00 17.80 8.92 C2 90'07'22" 27.00 42.47 27.06 21 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1, - �LL1AA/ / 1,K C3 117'46'11" 57.00 117.16 94.43 WITH TRANSVERSE MEDIUM BROOM FINISH TO AND INCLUDING CURBSIDE DRAIN. �� QROFESSI APPROVED BY: � �� .,, - � , DATE: , , . . C4 110'07'22" 58.00 111.48 is3.o2 K. CITY ENGINEER ', / `- R.C.E. NO. 24953 CS 10100'00" 102.00 17.80 8.92 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-8. w � 47�I � h4, �!� C5 97'43'37" 102.0 59.70 40.07 E>�IesI2�I,03 * y �' .0 � DESIGN R��ED 84 INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS 0 NO. 36866 A C7 86'51'03" 35.00 53.05 33.13 ^� C8 82'58'57" 35.00 50.69 30.96 STD. PLAN A24E. J'l,4 CIVIL * Exp. 6-30-00 S.H.R. 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T. 1 41 _. ........ . _... .. . . . # 1 4 12 13 14 15 16 10 11 1210 SEE AT RIGHT BISHOP COURT SEE AT LEFT SHARP DRIVE SCALE: 1 "=40' 26 SCALE: 1 =40' 52425 SEE TRACT 14207 DWG. k NO. 1667 SHEET 9 FOR 25 3 21 20 W nz 5 �13 n STORM DRAIN IMPROVEMENTS 13 � v oi^ o � - W J1A 60 5 o � (0 � (TYP) (TYP)C) +LATERAL »8. o Z� o + w+ + w + ° M m b U-) N C + � 16 FOR PROFILE 10+35.53 � 6 C O 46+10+17 BC 44.38 GUT �� JOIN PIPE } 0 �9�r_12 2� 8 84 t3 t4 355.83 5 16 d 10+11.54 84 248.50' N 89'35 10" E 548.65 V) 00'3 24" W 140.00' 23 � 12 aZ o 85 10+00.00 SHARP DR.= 85 W C6 J N �4 6'19+05.14 BERYL ST. W. 1-.2,3., T-f 57 n in nD O!� D I� � 00 k+ + � 4 N t m3 in 7 + uj (TYP+ 11 0.00 RP6 � + i 5 16 5� � 7.6' �a�z uw0:0o 12+48.50 SHARP DR. 5� I 10+00.00 BISHOP CT F_ 26 27 28 29 22 .... .� _ ....... xQ� I CB OOOO156872 Q 2128 5 10+00.00 BISHOP CT.= 12+48.50 SHARP DR, BERYL STREET SHARP DRIVE SHARP DRIVE, I""N SEE SHEET 6 SEE ASHOP COURT T LEFT DESCRIPTION OF RE•V�IS_IO]N DATE�� APPCITY STORM DRAIN ALIGNMENT DATA CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA NUMBER DELTA/BEARING RADIUS LENGTH TANGENT CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE. INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON A N4 '26'36"E 6.26' O6CO., PAID FOR AND COORDINATED BY THE DEVELOPER. PLAN AND PROFILE 45'08'34" 22.50' 17.73' 9.35' CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1. N89'35'10"E 44.00' (WIDTH AS INDICATED ON PLAN) (3 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1. SHARP DRIVE & BISHOP COURT CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. PLAN 102, WITHIN COMMUNITY CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1, TRAIL USE TRANSVERSE MEDIUM BROOM FINISH FOR CONCRETE. WITH TRANSVERSE MEDIUM BROOM FINISH TO AND INCLUDING CURBSIDE DRAIN. TRACT NO. 13951 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-B. ESSi APPROVED BY: DATE: CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN 104, A2-8. CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B. KCITY ENGINEER_ L R.C.E. NO. 2495 V3 CURVE DATA CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, 304, 305. 0 DESIGN REED 0 . 36866NUMBER DELTA RADIUS LENGTH TANGENT rn S.H.R. C1 90'08'34" 27.00 42.48 27.07 INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134. INSTALL 24" R.C.P. (1500-D) Exp 6-30-00 INC SNCi 1 t } €## f 1 E- 4 D C2 89'51'26" 27.00 4234 26.93 13 INSTALL STOP SIGN PER CITY STD. PLAN 401-B. 84 INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS sT �� DRAWN 38248 POTATO CANYON RD, OAK GLEN, CALIFORNIA 92399 SHEET C3 90.08'34" 27.00 42.48 27.07 !r Civ1�, TELEPHONE (909) 864-3i8o C4 89'51'26" 27.00 42.34 26.93 STD. PLAN A24E. F oA` � S.H.R. 4 OF 9 14 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & B. CS 14.59'60" 112.00 29.32 14.75 CHECKED P��99 DRAWING NO. 85 INSTALL "STOP" LEGEND PER CALTRANS STD. PLAN A24D. C6 14'59'60" 1112.00 29.32 114.75 B.K.M. BERNHARD K. MA R.C.E. 36866 DAiE 1 668 BENCH MARK #70. j i. i 4 4 f + t 1 1 t t -t i. 0 + 4 t 4 4 .......... ......... .......... 4- ....... ............... 4 �L. .....I.a I - 4F- 4-- ........... ............. ............. + -.4- 4- 4 + -4- 4- 4- ...... .......... ........... 4-- 4- + . . . . . . . t CHIZILED "0" ON TOP OF CURB AT I i 1 i I I i WEST CURB RETURN, NORTHWEST ....... 44 t 4. ........... .......... .......... ............ ............ ........... ........... .................. ....... .......... .......... ............ .. .......... .... ............ ............ .. . ............ ........... �4 CORNER OF HILLSIDE ROAD AND ........... ......... .......... .......... ....... + ............. ......... ........ ---F.- .................. ............ ............. HILLSIDE COVE. ............L ............. ...... ............ ...... t- 4. 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HORIZ. 1 =40' 4 1 + ............... Z +........... .............. ------- ... ................ .......... ............ .......... ............ ........... ............ ......... t tI... .... .. ... . .......... ........... VE R T. 1 41 . . ........ +30 10 11 12 13 14 10 11 12 13 rD 14 15 16 F- STORM DRAIN ALIGNMENT DATA NUMBER ELTA/BEARING RADIUS ILENGTH LTANGEN]T LA� N00-30'57-W 1124.62' (B) 19'01 32" 190 00' 129 89' 15 08 SEE SHEET 7 LT. COUSINS PLACE WI LINE G 5: 1 TRANS. SEE SHEET 8 SCALE: 1 "=40' uj FOR PROFILE 5:1 TRANS. SCALE: 1 =40 WTHOUT TYPE y 13 00 50 0 14 51 MARKERS �...... .... 06 L) 2 1 0 0 2 cl uj z z 16 Ln 8 uj 8 Li u 26 9 z Li 1 3 m Lij V) M V) 00 y 5-< 16 5<-Q. 4 C-4 86 00 0) cr 5 otc-) :D o 9- m 0 u-0 OD r- 15 It . 0 t 0 6 - Li (TYP) 00 00 Ln 11 00 . OC'4 ?0 L) ou : 04 uj <n-C'4 + + m 13+31.09 r m to �_'oo co +Li + 0 04 u + M + + u') 00 ID "_1 0 Ui 0+ Lu + ++ 0 La 2, 2 uj 0 + 'I + ul) + + - uj i4N 62 _j> + u t 0 10+00.00 ZIMMERMAN CT.= 0 U- Lij 12+32.77 COUSINS PIL. 21 w n94 n2< Z-1 23 86 S47*24' 8"W R 21 W co 20 (8 4�- 11 N 89'35'13" E 12 331 07' 1 11 186.10' 85 0 co C5 CRo*pV --!:� 8 sliv o C, v- 144.96' 'o N 00' '5 W 11±88.03 SD@ 15 EC 84 ............ .... .......... ............. IV 5 86 04 -24'4 0 16 + EXISTING IMPROVEMENTS Ln W OD + NOTE: (TYP) ry PER DWG. NO. 1423 + uj 16 EXISTING OVERHEAD UTILITIES ON THE PROJECT SIDE OF HELLMAN AVENUE 7 SHALL BE UNDERGROUNDED ALONG THE 13+15.34 HELLMAN AVE.= ENTIRE PROJECT FRONTAGE EXTENDING co 41+15.62 WILSON AVE 5 TO THE FIRST POLE OFF SITE (NORTH & 7 SOUTH) PRIOR TO PUBLIC IMPROVEMENT UPANCY, WHICHEVER C4 OCCURS FIRST. COUSINS PLACE 16 STREET CONSTRUCTION NOTES: SEE CONSTRUCT 3" A C PAVEMENT OVER 4" AGGREGATE BASE. ZIMMERMAN COURT CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. HELLMAN AVENUE Lower 5-10-ob CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE. 6ITY CONSTRUCT 0.10' MIN A.C. OVERLAY, COLD PLANE 2' TO MEET EX PER DETAIL SHEET 5. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STID PLAN 107-B DESCRIPTION OF REVISION DATE APPROVED CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1. (WIDTH AS INDICATED ON PLAN) CONSTRUCT 8" A.C, DIKE PER CITY SD. PLAN 104, Dl-8, CITY OF RANCHO CUCAMONGA -LIMIT OF CONSTRUCT HANDICAP ACCESS RAMP PER CITY STO. PLAN 102, WITHIN COMMUNITY CONSTRUCT 3" A.C, PAVED DRIVE APPROACH AS SHOWN. PLAN AND PROFILE OVERLAY TRAIL USE TRANSVERSE MEDIUM BROOM FINISH FOR CONCRETE. CONSTRUCT PAVEMENT TRANSITION PER CITY STD. PLAN 406 010' MIN. CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. OVERLAY 0,10' MIN CONSTRUCT LOCAL DEPRES90N PER CITY STD, PLAN 307, CASE A. �v 47%7 ZIMMERMAN COURT & OVERLAY Q CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN 104, A2-& INSTALL 12" SOLID MITE CROSSWALK OR LIMIT LINE PER CALTRANS bpw 12/3M HELLMAN AVENUE (9 cfo, INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134 STD. PLAN A24E. FROM STA. 11+63 TO STA. 15+78 EXIST A C. INSTALL STOP SIGN PER CITY STD. PLAN 401-8. INSTALL "STOP" LEGEND PER CALTRANS STD. PLAN A24D. TRACT NO. 13951 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & B. INSTALL "STOP AHEAD" LEGEND PER CALTRANS STD. PLAN A24D WITH W17 SIGN, XISTING A.C. . 9 ESSj APPROVED BY: DATE: FOR 0.10' MIN. OVERLAY SAWCUT AND REMOVE EXISTING A.C. PAVEMENT TO LIMITS SHOWN. INSTALL 4" DASHED YELLOW STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 1. CITY ENGINEER L R.C.E. NO.' 24053 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON RELOCATE R2 "SPEED LIMIT 35" SIGN BEHIND CURB AND REPAINT "35" LEGEND. DESIGN RECOMMEmnED TWICAL COW PLANE QETAI,L_ CO-, PAID FOR AND COORDINATED BY THE DEVELOPER CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-C. (MODIFIED AS SHOWN) NO 36866 S.H.R. .70 CURVE DATA NO SCALE ER NOTES AND LEGEND ON SHEET 1. Exp. '6-30-00 r" FF7q INC NUMBER DELTA RADIUS LENGTH TANGENT DRAWN SHEET + ICONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, 304, 305 38248 POTATO CANYON RD, OAK GLEN, CAUFORNIA 92399 cl 90*07'25" 27.00 42.47 27.06 CONSTRUCT 12' PARKWAY LOCAL TRAIL PER CITY STD. PLAN 1002-8 (WITHOUT FENCE) CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. PLAN 308. CIVIV S.H.R. TELMiOME (9W)964-3180 5 OF 9 C2 91*34'03" 27.00 43.15 27.75 0 or CAo' I - - C3 18*00'00" 100.00 31.42 15.84 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1, INSTALL 18" R.C.P. (2000-D), USE CONCRETE BACKFILL WITHIN ROADWAY. DRAWING NO. WITH TRANSVERSE MEDIUM BROOM FINISH TO AND INCLUDING CURBSIDE DRAIN.C4 198100,00" 138,00 1131.32 239.92 B.K.M. 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I 1� ,-..,�,,.,�.�.,-.�-.,,�.�.�.,w�..%%��......�� 00 c 1. 24 / + CA 1:...1.11�,_..� �_-.-.1...-.11.- -...._1.....-.1........�_.-_____ ENTRANCE. I I + 0 to � � � . � z j (D P6ft1C LANDSC�PE EASEMENT SEE I C14 � 0 - T . _j I I . �. 11 � I � , I - I I . 11 : . . a� . . L-3, L-5, L-7. �o L_ RELOCATE PILASTERS SHARP DRIVE WILSON AVENUE 0 C) + AT DIRECTION OF SEE SHEET 4 LT. SEE SHEET 2 1 TRANS. :!,,.o OWNER. I CURB HT. - 1 - - ry T 0IM: 0 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON - jA kevt,�,e_ I�" /Z d P 4 IV 11)Z C P 37-161-00 &,�Rv �_ R/W qw I CO., PAID FOR AND COORDINATED BY THE DEVELOPER DESCRIPTION OF REVISION DATE - 33' - EXISTING ftINCE N NOTES: % APPROVED 22' 11 I - PRO CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE 0 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1. 'L gevi t� - -d EXISTING w.0 1 9 0 m 0 CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE. 0 CONSTRUCT 20' COMMUNITY TRAIL PER CITY STD. PLAN 1002-A. IF CITY OF RANCHO CUCAMONGA I GRADE - ---- - 1 5�1�1;dj 0 CONSTRUCT 8" A.C. DIKE PER CITY STD. PLAN 104, D1-8. 4 -- - I a UISTING CONSTRUCT 1" MIN. A.C. OVERLAY, COLD PLANE 2' TO MEET EX. PER DETAIL SHEETS 0 . PLAN AND PROFILE - -- 15 11 2..O%, - :1 SLOP GRADE 0 CONSTRUCT 3" A.C. PAVED DRIVE APPROACH AS SHOWN. cc 10 No.47861 -�-- - 1\ ,\ , , I FACE I 0 CONSTRUCT DRIVEWAY APPROACH & SIDEWALK PER CITY STD. PLAN 101, TYPE R-1. (3 Emmlzm" - - - - - - - 1:1. I �,,� Fri 0 1 rjw,�7ti (WIDTH AS INDICATED ON PLAN) (a CONSTRUCT PAVEMENT TRANSITION PER CITY STD. PLAN 406. 1 c� BERYLSTREET 0 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. 0 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE A. or �Ikk�\,i FROM STA. 13+59 TO 24+67 Uf-A P F, - I 01 2 8 @ CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN 104, A2-8. @ PRIVATE PARKWAY SINGLE GATE PER CITY STD. PLAN 1008. - TRACT NO. 13951 STA. 13+60 TO 16+90 G CONSTRUCT CURB AND GUTTER PER CITY STD. PLAN 104, A2-8 (TRANS. TO 12" CF) (a STEP THROUGH DETAIL PER CITY STD. PLAN 1007. 1 , - I � ' ' ESSI APPROVED BY: I , ' 4 0 � - DATE-/i 0 ,?7'- ,C,j_,�� TYPICAL SECTION 0 CONSTRUCT 4" CONCRETE DRIVEWAY AS SHOWN. (9 INSTALL 12" SOLID WHITE CROSSWALK OR LIMIT LINE PER CALTRANS I , � I ' __ --.-- ___ __ ___ __ _____ ,- __ ____ STD. PLAN A24E. 0 K. <� CITY ENGINEER , i Y' C--C �/�:,�z, �z .4 .4...t- L" R.C.E. N6" '24'95i I NO SCALE Q INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134. INSTALL "STOP" LEGEND PER CALTRANS STD. PLAN A24D. !? 10 - DESIGN -_ - ED (B 0 NO. 36866 A INSTALL STOP SIGN PER CITY STD. PLAN 401-8 m S.H.R. - - @ INSTALL "STOP AHEAD" LEGEND PER CALTRANS STD. PLAN A24D WITH W17 SIGW W Exp. 6-30-00 -0 "��q sm /7 mo INC I - (9 INSTALL STREET NAME SIGN PER CITY STD. PLAN 401-A & B. & * * DRAWN SHEET INSTALL 4" DASHED YELLOW STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 1. le 38248 POTATO CANYON RD., OAK GLEN, CALIFORMA 923" CURVE DATA SAWCUT AND REMOVE EXISTING A.C. PAVEMENT TO LIMITS SHOWN. @ covi I S.H.R. TELUWW (M) 864-3180 6 OF 9 0 INSTALL W'R.C.P. (U5,09-4;+ or C - NUMBER DELTA RADIUS I LENGTH I TANGENT I @ I vol 1_'!�5.1 Jv_.?1__ " DRAWING NO. -. . , . , , , - -I. � 4 � t I I ; t � . : � -1 h - __I��71_ i ;4-10 I . I . I Z� - ,. o - 4 I W) I I I + + 4 4- ... i I i ! - I I . I I 4- i'- I- I , , - I I I I i - ,I!%�-- 4 :i I � i- I 1_1 i , I �� . �--- ----. - -L I A I ;j 112� � I T - i I __ I 0 .; I � I � 4 I 1 1 4 I .1--, 1 , , I . In-" I : � . ... I � 0 , : . I - +b - , I-V , j I I -, ! 1 6 - I � 1 4 I 6 I i i I I I W) I I . + - 1- I Y ! t f 4- t i f 4- � - � -,-�, : I I--- ) : I , , ; ; A!t , , , 4 � � I . I w-1 1-- f- � , , D1W, I I -.- � , I- - , -_�_ . I - - - � ! :. I I i -+ I f - .., . I � I $_ 1.`7 I I i i i 4- 1 . i i v I - � --1 . i 4wh I . + T t- , , I I " t I t i . t" I � i ____ 5.00 55.39 135,41 - (000-t>) :o�� ci 90'40'1 5" 3 A B.K.M. BERNfiARD K. MAYER,0' R.C-E, 36866 DATE 1668 ja��3500 154jj lig.59 I - - - . - __ .1 . � - - � - - __ . - - - I