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HomeMy WebLinkAbout1968 GENERAL NOTES: BENCHMARK DESCRIP770N.• HIL TI NAIL AT 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THIS PLANS, THE CITY STREET CONSTRUCTION NOTES QUANT/TIES BCR IN NgRTHWEST CORNER OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD-SPECIFICATIONS VICTORIA AVENUE AND EAST FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR �-CONST. 3" THICK AC PAVEMENT OVER 4" AG BASE (MIN.) 24,173 SF STREET SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 1,309 LF ELEVATION.' 1343.88 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER (�)_-CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. 6,760 SF POLES, WATER- METERS; VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 4 CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. 1,176 SF SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN �5 --CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. 4 fel ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE 6 CONST CURB FACE TRANSITION-8" CF TO 6" CF 4 M REMOVED; RELOCATED, OR-PROTECTED 1N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q)­CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. 2,604 SF A ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE --INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-8. 2 EA HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �--INSTALL STREET NAME SIGNS PER CITY SIDS. 401-A & 401-8. 2 EA �• ( i L wJ DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 10 INSTALL STREET LIGHTS 5800 H.P.S V. BY S.C.E, PAID FOR AND COORDINATED BY 5 EA l } {` FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. ON THESE PLANS V INSTALL FIRE 4. A PERMIT SHALL BE OBTAINED FROM, THE CITY OF RANCHO CUCAMONGA 1 11 ACUUST MANHOLE HYDRANT M MARKER CITY STD. PLAN N0. 134 2 EA TO NEW GRADE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WAT VALVE T N RA 4 ` f" d ` WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. @_-ADJUSTER L E 0 NEW GRADE EA INTERSTATE 210 FREEWAY 14 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 1 LS _ u;, ° © _ --�� , � 5. ALL GRADE STAKES SHALL BE SET 8Y THE CONTRACTOR OR ENGINEER. �--INSTALL W53 SIGN & POST (NOT A THROUGH STREET) 1 EA �� '� � HIGHLAND AVENUE PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT Q r ® � Q 1 REMOVE BARRICADE PER CITY STD. PLAN NO. 131-A. 36 LF - � w Y= . POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE PROJECT SITE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED �-SAWCUT 2' OF EXISTING PAVEMENT AND REPLACE 64 SF } BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS �_� '� 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, T A T NO. 1654 " MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. L � I Z COMPACTION TESTS OF EMBANKMENT CONSTRUCT/ON, TRENCH BACKFILL, 1 Q y VICTORIA STREET COMPACTING OR/G/NAL GROUND AND ALL SUS-GRADES SHALL BE PERFORMED l AT NO' COST TO" THE'CITY OF RANCHO CUCAMONGA: A" WRITTEN REPORT WITH F� I _ THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENG/NEER _ ,? G S7`�) �fiN0�C0URT o ---�� FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 44C) 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED \ TO THE CITY ENG/NEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED I I s ` i � TO VERIFY STABILITY 0/L CONTENT AND GRADATION OF ASPHALT PAVING. I aL 9. PR/OR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BASELINE AVENUE Q �'" BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND r or EQUIVALENT OF AGGREGATE BASE. 3 `"` 2::3 rliE:A;:.N 10.PAV/NG SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT .. �. TES THE STRUC O DETERM SEC/Tl/ONSTRUCTURAL SECTIONS PRIOR TO CONSTRUCTION ~ TI T 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOLI WHICH CONSISTS S S * V!CINI T Y MA P ) ` C OF A ROCKY MATERIAL,, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 1 �-' ) NOT TO SCALE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA QUALITY BETTER THAN THE NATIVE MATERIAL �1) (3 4 12.IF THE ASPHALT CONCRETE IS TO 8E PLACED ON SUB-GRADE, A SO/LS STER/LANT REGISTERED BY THE EPA FOR USE UNDER A.C. AND P.C.C. ,����• ��•� SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SCALE. 1'" = 100' 13.EST/MMTE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION NOTES FOR STREET TREES: CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINAT70N OF CONSTRUCT/ON QUANTITIES BEFORE SUBMITTING A 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE B/D. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT SPECIFICALLY LISTED /N THE ESTIMATE OF QUANTITIES SHALL BE WITH C/TY STANDARD PLANS CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED AS DETERMINED BY THE CITY INSPECTOR. DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ACCEPTANCE BY THE ENGINEERING DIVISION, 16.WORK SITES AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD 4. STREET TREES ARE TO BE PLANTED PER PUBLIC FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED SPECIAL NOT E.• IMPROVEMENT PLANS ONLY. UPON REQUEST OF THE INSPECTOR. THE EXISTING OVERHEAD UT/UT/ES (TELECOMMUNICATIONS AND ELECTRICAL, IZNATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR EXCEPT FOR THE 66 Kv ELECTRICAL) ON THE PROJECT SIDE OF EAST AVENUE STREET TREE LEGEND: TO FILL PLACEMENT. SHALL BE UNDERGROUNOED FROM THE FIRST POLE ON THE NORTH SIDE OF THE NORTHERLY PROJECT BOUNDARY TO THE FIRST POLE OFF SITE SOUTH OF TREE STREET BOTANICAL COMMON MIN. GROW 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS THE SOUTHERLY PROJECT BOUNDARY PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE SIZE SPACING QTY. PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 OR OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING EAST AVENUE SYMBOL NAME NAME NAME SPACE SHALL BE UNDERGROUNOED AT THE SAME TIME. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. o HIGHSTONE MANOR -PISTAC/A CHINENSIS CHINESE P/STACHE 15 GALLON 30' O.C. 5' 19 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 COURT MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTION BROWNSTONE PLACE -MAGNOLIA GRANDIFZ01?A NCN 15 GALLON 20' O.C. 3' 9 B. GENERAL TELEPHONE COMPANY (800) 483-3000 ' ST. MAR FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE REDLANDS, CA. 92373 RIW R/W R. BNORY. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 60' W'LY RIW E'LY RIW 9641 SAN BERNARD/NO ROAD RANCHO CUCAMONGA, CA. 91730 12' 18' CL 18' 12' CL E. METROPOLITAN WATER DISTRICT (909) 593-7474 44 44 5,-10 ' 1 700 N. MORENO AVENUEDSCAPE1 LA VERNE, CA. 91730 3t' lJ' 30' a' la' F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 0.5'� 4' 7.5' 0.03' 7.5' 4' � 0.5' �� � � I ESMT. � 7951 REDWOOD AVENUE 2X LEVEL LINE AC PAVEMENT 291 I o I FONTANA, CA. 92336 SLOP ' - -� 1.791 1.7Z 2. 1 MAX. EXIST. GRADE PACIFIC TELEPHONE COMPANY (714) 999-5639 �" SLOPE 2:1 MAX. Q CONC. CONC. -4 G ` w a, 0 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SIDEWALK SIDEWALK a' 1.891 1.8x TO 3.379; ? SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN ` <, THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS CONC•CUR9 CONC. CURB w ` ' EXIST. INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE & GUTTER & GUTTER EXIST. SIDEWALK PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE BO' RIW SIDEWALK 2" MIN. DEPTH SATISFACTION OF THE CITY ENGINEER. T YPlCAL SEC TION A.C. swALE Exp Gy UTTERS DESCRIPTION of REVISION DA>E APPROVED 20.ON THE INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB, EAST AVENUE SHALL BE THE INSTALLATION BEHIND THELIGHTS, SIDEWAAL STREET SIGNS, AND FIRE HYDRANTS BROWNSTONE PLAWE AIN, SEC TION Cl T Y of RANCHO' C U CA M ON GA HIGHSTONE MANO COURT IMPRovi PRIVATE ENGINEER'S NOTICE TO CONTRACTORS NOT TO SCALE Ex/srE OWG.ENO. 1570 MENFS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES T.1. 5. O NOT TO SCALE STREET IMPRO V�M�N T P�.�t N SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; R=�� ®, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TRACT iv THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIAR/UTY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 4 EE T SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- EX/STING SURVEY MONUMENTA TION Underground Service Alert APPROVED BY DA TE:S /l a� IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON CALL NOTE: PRIOR TO ACCEPTANCE OF PUBLIC IMPROVEMENTS, E� CITY ENGINEER �.� RCE.' 24953 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT l HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD ,l,ON Y y DEVELOPER SHALL PROVIDE AN " AS BUILT " PLAN THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT COULD BE DISTURBED BY THIS PROJECT. ALL %0 MONUMENTS WHICH CURRENTLY � q TOLL FREE 0F THE FIBER OPTIC TRENCH �`� �� c, DESIGN MADOLE 8c ASSOCIATES, INC. RECO NDED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS. a Q o A?, MCA CONSULTING cw�L ENGrNEERs AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, No. 7833 --$QQ No. 62183 AND LAND PLANNER IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. W. 12-31-200 227--2000 Exp: s-30-05 ORA WN IRAMCCO CHURCH ST G.4T c u'9Tis°o' SHEET FOR LIAR1LITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE \� RK 01 �09) s4s-f3tf° ENGINEER. / �q �Q �q� C I \, ? t OF TWO WORKING DAYS BEFORE YOU DIG F CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DATED: __ �$/��--- --- _ _ __- __r ------------- OF A�-\F CHECKED RCE No 62183 DRAINING N0. �f ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ANTHONY HARO AL.S. NO. DAT 4?21 FILE No 715-1740 1968 PROJECT SHEET NO:____4F___ J:\715-1740\stree1s\3T01.dwa.04/281200411:33:10 AM.SC i i' I � � � '' •� • * I PORTION 1.00 C , , --- r _ _ _ __ - __ - BENCHMARK V .2 - - � -( --� - _; fi- [ r � � I � ( � � I I � ii � O C. 1 ( � + ++ {{ o T$ T � DESCRIPTION. H/L Tl NAIL Ar Lr-4_ .21 r LT42.21 ! -�-L- - -_ _� ) L - l ! ( - f - - 1 Z T I BCR /N NORTHWEST CORNER - p !�0 OP F 5Q'YC a c 1 l..-54.98 ( � (( ( � f Q I , i ( - � - - -- - - _ _ -�gi - _� � _ _( j_ -- � - - ---- --- - - - - - - - - --- - - - - -- -- - ( -i--- - 0 '- - 0 I ' -- � - - -- ( .1. 13 7.5 I 1 fi o i II r V/CTOR(A AVENUE AND EAST -- - - - - - o. . - - - /�/ Y. URB m L�Zs L- -- --- -- r - -, - - r - - - - - g --- - -Al, }} m (' }} I fi _ - STREET T_ 4 4 4 I I ! ( i i -- ' -- - d.e. 0 e 1 i fi t o now v o 00 1 i t - - - - - -- - _ - - - - - - - -- - - --- - - - - - -- - - ---(-- - i - - -- - - ( l �/f yr4 ( f r $ c ( c� c� I f i ( 28 I ( a v� `�' ( � -T -1 - � --- -� - �- - �`Q � - -fi 1 - - 1- - i � � w � � •-- - _ - - 1 - , I � E � � i � � I I � � ' i � � `�' t0.�61�T) � � � ELEVATION: 1343.88 --- - - -- - . $ - - - -- - C - - - - - -- - - - -- -- o`��i$ � ___ ro . �o w ;A � !^ ff • ., � � � ( c�co +� TtE;� I A � � , ( � { ( _� - -r - -- - o ��� -r-- l ISTD TOP, T r I $�o [ i + - -- - - `� -E I I i i ( - I--- - 1 I I F R ! I I - -- - - _ Y T � ^ - - - I T ^ - - - - - - - -- --- -- T - - - -- --- + h i I -�•- i c� UR FACE f� `� `� ( q/� {{ �Q }�y r y V 4 I i ( f [ i 0.5 -- -- -- - I l i T $°r 6 GFT 8 �F T --t--- - - f-- � .� -�- -- -- -- -- - - __. 0.591 I,, � - ! � � � L ,. - �3 � i r + - I I I I l i 11 I R SQA � � If ( II Ti lT-1- P( i - _ _ T- _ - - - -- - -- 1 t 8 + ------- 4T-- -- T i E / T. G QE -- - -� - - -- -- --- - --- - 1 i - - -�-- - O.C. I i fi I t I I o o , � 1 -- - - - - - - - --- - - P P /�// 5Q'Ve . _ - --- f °? r Q Q� ¢ `T S� c, 2 ! t 'VE� N 'VC O.C., Pl. 7 .7 fi �1i3 $ oa 'S R A , ,� s� , ; - _ -,-� -- ,+ I I Gr i �f 6�� . � [ 8 �R $ - i I fi- ! fi ! - - - !- fi - - f - ( ! 46 � I ! 1 fi N - $ -�- $ - - - -- 13 - - - , full,G $ $ �( T h v , ! .� 27 ! 1 T i, o ( - I T S. ATS - ,� I $ T + � I i 1 I E IS . ,G A E � � + W • 1 + T T - } ^ ER rR. 13 6 1 8 - - - -- - - - I _ O �^,�+ +^ _o .� .� I -I - -� - - � I - - -� _ �- i �- ( 0. - --- -- -- - -1 - -- r5- _ ( -� m - - - fi- i _ _ ) - -� -� - �. - o © • T T 1- t - , o�, 13 6 + `° I �' i ( I i ! t I C ( I I ( I i I C T i i i I E ( , ( � C l l l l 1 L + 9 I 74' I � I I I I I i I 3 l oo I I -- - - -- - -- -- -- - I -s9.sd' _I i ( - ( ! - i � . 4 � AIT i 'X1S R D� 1 -- - -- -- -- - - - - - - - - - - - - - - I -[ fi - fi -�- - _ fi 1 - - fi I T l - - -- - _ - --- -- - - - - - - _ , - ( - --- ,-- - - 1 1 --� - _( _ _ _ fi fi i ( i ( � I 1 � � _ _ - _ ( , � �P S�'Q TQP� O ; � . 1 l .5Q � o C I 1 � �, X Sfi G� DL' I 1 I 1 1 � � � I =29., 2 � � �7 � � .t. f 43x7.5 ( I � ! T --I - - - -- [ -- - 1 - 1- - - -- - - - _ � _ ! l � I I 11 - f C ( - � fi [ fi L - i - f - - - - ( 1 L . - C R4 E �L- 5 1 7 1 - - - - - - - =54.981` T R . 10'V i m L 25 , [ 8 --- - ----- -- --- - --- -- -_ - -_ � __ i �� � � � � � I I � � � � I i ( _�---�� --1-- - •_ (_ � � � � ( � � � � � � � o� , , - � - < ,61x) � � � T � i ! I r + W I I 1,374 T =4 09P [ 1, $ - T - ! i I I I 0 LY. C R 1 i 4 � $ �T r $��7 T r + 1- �� .� , i f I t p5 ( 1 r IXI T. rOPi 1 T - i y � I + � � I 1 �'j'' i � � � cp 1_ [ - _ _ _ _ i - - - ( -. -_ - _ _ _ �- T $ - 1 - - ---- - N -1- -1 - f 1 r r r 1 8 - - � � .� v m�Tf ,+ , � � i ._... ( f I � , � � ! ( ( L,-421>' � i .� I � � ( , V = .., O( o ( I I ., 1- i7� - _ � � � � � � T ( ( I i ( [ r 0 ( �1 {� t a� W TR1064�' y$0 i h o� I --1 - - 4 - _ - -- -- T- -T-- i 1-,374' - -- - i i i I I _ ( 1 I ( 1 rn ICOiyT CT R j0 R - - - l ( -� - --� - --- - - _ - - - ( �1 °� i _ fi I ; ' 4 1� ( + ,� � � '� , R1 RroCo s Uc oM _ , ( I 1 � � ! 1_ 11 - --- -- - _ � - _ � fi i ► I 111 , - 1 - - � Pr ► 'Y -- - - - - - - l T. ( R D 1 fi � Ifi � fiT [ l ► �5x11 C � f � � ( ! � fi � � !CU - � �, �� �� r i P11.=�38 .2 - - -- - - - - E I T. � 6 C r C � I 10+00 11 +00 12+00 13+00 14+00 15+00 PLAN r= 40' 16+00 8+00 9+00 _10+00 2+00 SCALE IN FEET $T'�' EQ' -' 1 +00 4o 8 1 0 160 STREET CONSTRUCTION NOTES EAST AVENUE BROWNSTONE PL. SEE DWG. N0. 1570 SEE RIGHT HIGHSTONE (D-CONST 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) 2 CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 MANOR CT. � sca�E: � = 40 " 144 13 11 SEE LEFT (3 - CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, t ,; U 1 --- PER CITY STD. N0. 103. CONST. CROSS & LONGITUDINAL GUTTER 12' v CID 1 ,�� o o \, 6 1 1 `" PER CITY STD. PLAN N0. 106-A. � ¢C915: 5 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. O O O O N 3 T 6 CONST. CURB FACE TRANSITION-8 CF TO 6 CF Z x o Q t'' 4= aT --CONST. DRIVEWAY APPROACH PER CiTY STD. 101-A. v~i � v, ,- � ^ '` Q m � 8 18 1 ao ^ �� � 8 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS `� e °� °' $ ^ ^ ( Q ( ( a ~L-► g, • �c- PER CITY STD. NO. 401-8. LOU �•-" t �`' o�� r.� tl, o /S �9 --INSTALL STREET NAME SIGNS PER CITY STOS 401-A & 401-8. o � ^ 1 l�� �o O o; rn o rn O �o V O + N r. S + "� o - y. 7 +v v, EXIST 10 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S C.E., d to o + -�` +a; cp ^ m t,:ao 3 t=J4 a. .�6 N ao m 3 id 3 BZ D W o ` ^v N + `� + ^ N N 0 o �G ��. n.P v CF C�/R FF PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH _ .._. + / "�' + + g1.53 �' Z + `! �. ( ) 20.36' 6 J &-GUTTER L! ��� •' . w ° �;• N �h 9`1.4 �, J 00 THE CITY TRAFFIC DIVISION. (Ty )90.96' 94.00' 86.68' 20.46 '' �� a V II a• �� ; • t$ T o 1 INSTALL F/RE HYDRANT MARKER PER CITY STD. PLAN N0. 134 ao 5 F �, n r •'7 ° `� , ". `��' s ` - W°^° �-ADJUST MANHOLE RIM TO NEW GRADE '{� C h t* 9N ADJUST WATER VALVE TO NEW GRADE N o ti 5 D cvaas za ` i .. - ST. T. 14 INSTALL STREET TR PER NOTES AN LEGEND N SHEET 1. k , . _ � 0 co c� S LLS EE EE E 0 ES D LE E 0 0 � 1 $ 6 6 1 1 s l3 14 5. ►v I IQ 9 4 C►4 G 1 12000' 1 c* - 3 /V89 S4 38 Q1 3 _ r O 0 �O Q r '� a - .. :. 2 A 0 1 INSTALL W53 SIGN & POST NOTA THROUGH STREET ti6 11 f J f 6 9 J - ' 3 2 2 1 B 6 . 4 _ W 1 REMOVE BARRICADE PER CITY STD. PLAN NO. 131-A. 1 2 �.. ao - �! 'N h r % 1 SAWCUT 2' OF EXISTING PAVEMENT AND REPLACE. 1Q2 t S " EXiST. ° �, EXIT. 84.00' 102.00 v 2.04' Ji,64 =26 /a ° ^ m � CF C,U B S/D£WA K ' m o 50 v (TVP.) m o & G TIER popp � -- G __j o `� 3 N o m + 4 x,41 o ;> o � + ^- + � � � W �v Y (`viol v I U VV 0 4 j CL INT. 12+02.96 HIGHSTONE MANOR C O o = + BROWNSTONE PL. BROWNSTONE PLACE DESCRi P TION of REVISION DA 7E JAPPROVED CITY of RANCHO CJCAMONGA HIGHSTONE MANOR COURT HIGHSTONE MANOR_ COURT / BROWNSTONE PLACE TRA C TNa 16542 STREET IMPROVEMENT PLANS CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT - . 90*00'00" 35.00 54.98 35.00 APPROVED BY- DA TE.•S/70 Underground Service Alert 8 1459'59" 112.00 29.32 14.74 QE CITY ENGINEERoz�ymxj-, RCE.• 24953 C 209 5958" 38.00 139.28 141.82 ��� tis sic DESIGN RECO ENDED CALL 14'59'59" 11200 29.32 14.74 �, o�' F MADOLS & ASSOCIATES, INC. TOLL FREE 90*00"06" 2700 42.41 2700 � MCA CONAND LQ CIVIL ENGINEERS NO. 62153 to o AND LAND PCANNER3 " RANCHO UCAMONG,q� C 9 730 -$00 895954 27.00 42.41 27.00 Exp. 9-30-05 DRAWN 1 Bol CHURCH STREB7• Swrr 107 SHEET G 90*00'00" 35.00 54.98 35.00 s�9T 01 V%\, �`'�P RK os) s4a-f31 f 2 OF 2 227-2600 FpFCAI.�Fo CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG ��M DATE K'Lr'0`'� FILE No 71 -1740 1968 PRO=JECT SHEET NO.____OF---- J:t715-1740\streets\st02.dwa.04/281200411:33:26 AM.SC