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HomeMy WebLinkAbout1556 FGENERAL NOTES BENCH MARK NO. 138 o CHISELED SQUARE WEST END ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITYTRACkT ` NORTH HEADWALL CULVERT #8.40 OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS o o FLOOD CONTROL CHANNEL ON FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTRACTOR NOp HIGHLAND AVE. EAST OF HAVEN AVE. 0 SHALL SE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE T]�T THE T OF RANCHO CUCiM0NGAELEV. 1498.836 TO THESE STANDARDS AND SPECfFlCAT10NS. 11 y1 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT BANYAN STREET SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN - - - - -- ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE SEE SHEE�6 �... _ WILSON AVENUE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO - - -- COST TO THE CITY OF RANCHO CUCAMONGA. J. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA _ w � �� w � �� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF z � z I\1101 , J CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR �w RIGHT-OF-WAY. > 1 SITE 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, - BANYAN STREET MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 2 Z I CONSTRUCTION NOTES FOR STREET TREES COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE - - PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A Q LEMON AVENUE ; 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED Q 3 CITY STD. NO. 501. V) TO CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I O > MATERIALS AND/OR SURFACING. M 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING � _ <v� N 4 c:' SCHOOL SITE TO CITY STD. PLAN NO. 502, AS PROXIMITY TO HARDSCAPE i HIGHLAND AVENUE 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE I DICTATES. SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC GRADATION OF ASPHALT PAVING. 5 W SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, VICINITY MAP NO SCALE H ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED v INSPECTOR. BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 6 AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE ------------------- 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. BY THE ENGINEERING DIVISION. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 7 5• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 8 MIRADOR NOTE: MAINTAIN 5 FOOT SEPARATION BETWEEN SEWER LATERALS AND STREET TREES ENGINEER FOR APPROVAL. j' --- AND WATER SERVICES AND STREET TREES. Fig � 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, SEE HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE 9 /' o I w i' ET 4 - DRIVE 11 SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. L i 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING ;f 10 !` 11 12 W 13 14 15 16 i7 REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND U � l 18 If j WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE i ;' 19 fr 20 I Z 23 . INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND ! ,' ! 21 W v� SHALL BE ACCOMPLISHED 1N COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. � �� ii 22 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 40. EXISTING SURVEY MONUMENTATION HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY � �¢' �� l HEREBY CERTIFY THAT ! HAVE IDENTIFIED ALL SURVEY MONUMENTS OF DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID ON THESE PLANS. INDEX MAP MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY SCALE: 1" = 100' STRUCTURAL SECTION, TO BE INSTALLED. ffl 2" I.P., TAGGED R.C.E. 21759 PER R.S. BK. 37/35-38 ON SOUTHERLY N R/W LINE OF BANYAN STREET. LOCATED 258' +/- EAST OF CENTERLINE 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. n STREET TREES TY. MIN. SPACING SIZE PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF SYMBOL STREET S Q OF CANTABRIA AVENUE. o BRACHYCHITON PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT UTILITY CONTACT a' CANTABRIA AVENUE 22 25' 0.C. 15 GAL. pp�� In NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY POPULNEUS _ _BE REQUIRED BY CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL KOELREUTERIAt_ _CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS MIRADOR DRIVE 29 35 O.C. 15 GAL.CURVE AREAS. PRIOR TO EXCAVATION: BIPfNNATA ROBERT M. BEERS R.C.E. 39405 EXP 12/31/97LAGERSTROEMIA14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, CHANDON PLACE INDICA6 30' O.C. 15 GAL. GENERAL TELEPHONE COMPANY (909) 949-8108 SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BRACHYCHITON585 N. MOUNTAIN AVE. SERENA PLACE 6 35' O.C. 15 GAL.BE SET AT ALL HINGE POINTS, EDGE OR PAVEMENT POINTS WITHIN 0.01 POPULNEUS PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OFUPLAND CA 91786 THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE FOOT OF SUB-GRADE ELEVATION AND E NOT MORE THAN 50' BANYAN STREET PLATANUS 33 35' 0.C. 15 GAL. COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED INTERVALS. ADDITIONAL STAKES MAY 8E REQUIRED BY CITY ENGINEER RACEMOSA TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE `" ( ) PROVIDED TO THE CITY. a ' UARk +t AS NEEDED AT WARPED OR VERTICAL AREAS. ��oFEssr � SOUTHERN CALIFORNIA EDISON 909 986-5861 �N w 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 7951 REDWOOD AVENUE -7 FONTANA CA 92336 y m �^ STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CONSTRUCTION NOTES AND QUANTITES PRIOR OR oerArNrNc CERTIFICATE OF COMPLETION FOR THE PROJECT, A `rr' 00 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED No. 39405 t.. SOUTHERN CALIFORNIA GAS CO. 909 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ( ) 592-1799 COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. * F4. 12-31-97 1050 OVERLAND COURT 1 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGG. BASE 13,260 S.F. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE SAN DIMAS, CA 991773 22 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGG. BASE 50, 109 S.F. MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER sr CIVIL 3 CONSTRUCT 0. 10' MIN. OVERLAY 5,250 S.F. COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. ATF of CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS CUCAMONGA COUNTY WATER DISTRICT 909 787-2591 OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE CUC ( ) 4�-SAWCUT EXISTING A.C. PAVEMENT 1, 123 L.F. 9641 SAN BERNARDINO ROAD 5� REMOVE EXISTING A.C. PAVEMENT 3,500 S.F. Ln SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS RANCHO CUCAMONGA, CA. 91730 66 CONSTRUCT A.C. PAVEMENT IN-KIND 4,495 S.F. 3 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 7�CONSTRUCT 8 CURB WITH 24 GUTTER PER CITY STD. 104 4,867 L..F. CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 12,453 S.F. o 17. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 99 CONSTRUCT 6' WIDE SIDEWALK PER CITY STD. 103 6,736 S.F. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 1CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102 6 EA. DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND 11 0 CONSTRUCT MODIFIED CROSS-GUTTER PER DETAIL ON SHEET NO. 2 520 S.F. EQUIVALENT OF AGGREGATE BASE. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 12 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 101-A 4,544 S.F. (W = PER PLAN, X = 3') OQR ' 18. CONTACT ALL UTILITIES AS REQUIRED 2 WORKING DAYS PRIOR TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 13 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 101-C 1, 112 S.F. ' STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 14 CONSTRUCT 4" THICK (MIN.) DECOMPOSED GRANITE EQUESTRIAN TRAIL 1,800 S.F. EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 15 CONSTRUCT P.V.C. 2-RAIL FENCE PER CITY STD. 1010-A 300 L.F. � (SEE UTILITY LISTING HEREON). CD N0. 441L0 �E� �H�ETS 3 �,`� FO AZEV/�/ON5 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 16 CONSTRUCT BARRICADE PER CITY STD. 131-B 1 EA. w 2 , , IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE 17 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER CITY STD. 132 1 EA. 19. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL &-30-oq UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 18 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B 5 EA. I °;; /,� SEF 5f/EET 6 FOrP REwslo/Y By C/Ty BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR PLANS. 19 CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHEET NO. 2 1 EA. J' Q C' DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF SAND BASE. CONSTRUCT GRADED DITCH PER TYPICAL SECTION ON SHEET N0. 2 130 L.F. ,4t0.C� eff ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 21 INSTALL STOP SIGN PER CITY STD. 401-B 2 EA. OF CAO DESCRIPTION OF REVISION DATE APPROV !N ACCORDANCE WITH R-VALVE AND OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 22 INSTALL STREET NAME SIGN PER CITY STD. 401-8 3 EA. 20. PAVING SHALL BE PERFORMED PAVEMENT TESTS TAKEN CENTERLINE STRUCTURAL SECTIONS ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 23 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA 25 EA. 0 CITY OF RANCHO CUCAMONGA (PRIOR TO FINAL PLAN APPROVAL). PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH EDISON CO., PAID AND COORDINATED BY DEVELOPER THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 24 REMOVE AND RELOCATE EXISTING TYPE "L" MARKER 5 EA. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 25 REMOVE EXISTING REFLECTOR 5 EA. PLAN AND PROFILE 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY 26 INSTALL EXISTING TYPE "L" MARKER PER CITY STD. 406 5 EA. PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE 27 REMOVE EXISTING RIP-RAP APRON 160 S.F. LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE 28 ADJUST M.W.D. MANHOLE TO GRADE (BY M.W.D. FORCES) 1 EA. TITLE SHEET IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 30 ADJUST CLEAN-OUT TO GRADE 1 EA. 31 ADJUST WATER VALVE COVER TO GRADE 7 EA. TRACT NO. 13890 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 32 INSTALL W57 SIGN PER CITY STD. 130 1 EA. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 33 INSTALL TYPE "G" MARKER PER CITY STD. 406 4 EA. APPROVED BY. a,, DATEOF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 34 PAINT STOP AND STOP BAR 2 EA. CITY ENGINEEl;�j ��' Q zz R.C.E. NO. 24955 AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 35 INSTALL REDWOOD HEADER PER CITY STD. 406 60 L.F. NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 36 REMOVE EXISTING BARRICADE 2 EA. Q DESIGN CROUSE/BEER, & ASSOCIATES, INC., RECOMMENDED SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER Civil Engineering x Surveying x Planning HARMLESS FROM ANY AND ALL LIABILITY, P.D.B. REAL OR ALLEGED, IN CONNECTION 38 COLD PLANE EXISTING A.C. PAVEMENT PER DETAIL ON SHEET N0. 2 1,230 L.F. 44 . REMOVE STREET TREE-2 EA. 1700 HAMMER AVENUE, SUITE 104 qg WITH THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 39 CONSTRUCT 6" CONCRETE HEADER (MOW STRIP) PER CITY STD. 534 300 L.F. DRAWN NORCO, CA 91760 70► SHEET a (9091 730-2040 FAX !9091 738-5292 NEGLIGENCE OF THE OWNER OR ENGINEER. P.D.B. 1 OF �_ Q41 PLANT STREET TREE PER NOTES AND LEGEND HEREON 98 EA. e M_ �N CHECKED DRAWING NO. 42 ROBERT AL BEERS R.C.E. �---405 DELETE ?-iP,�l/L FENCE f�POrt� ST,q ? f,SC TO 33f?�g✓� �50�/Tf/S/DEO�YLI'J i - /� Q DEL ETf"B/it'E iPOUTE".4N0 "iYEfP T�/L CLEW1V"S/G/YS R.M.B. DATE 1n;5 is-4S EXPMES 12-31-97 1.5 S �3EIVcf/ 114A10� A/O. /08 c i /Z' 'O' /4/E57- EA1,o N0,e7-11 A11W cu�VE.e7- 40-FZ.000 con/7-20L 30' 30' cN,4,V/VEG Oni //&7/&AA/D 4 11 1:ZET1i I1J It1C VY4L_f~ OGL^I.IR 1tr->JAC6NT CL E V. /498. B gJli 10' 8 fl• !or Ta 1-CDT M ON C►-latit OdN PL, ANF 4saJoC�►vT TO 1..O7- 2® otic MI RA,=III Q5' 4'i7l at�tY E CON�T. S' w I�� s IaEwss.t_.K . —''' I ( '�'1=1� G1'T'�' STd►vC7.�2� �Ui>. 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G 5 ri01--/ •�3 � ��-pg �� I �• ST.q• 2 foo Tp �3�28.85 T'-z:- f G A o M bE>ri2 LAY�1EYI � VT---TI l- ��t S''ON j� D u>��oti1. f3ANS/AIV S% �� s N ���� CITY ire / �?�P Ff�F DESCRIPTION OF REVISION DATE APPROVED C-3CITY OF RANCHO CUCAMONGA • E'� ��►./2 7 Ego. r 3c�� 'r�! s' c -� �' ' O+ 5.� `'f'G� /�— ✓.4Q/ES /2575 q� �r C r v wvEMEN A/�/S FO.P To'«g�/�r ro zoe'• E x cA``�'/. STiP�ST /M/�?D T f'r _i iVy 's' � o/o'M�/✓o�E,�� ? 1 � T�'i)GT Nd. /3890 l� 15i-&E P4A1/ Poe ZIA 7173; p / APPROVED BY: DATE:' b ` CITY ENGINES 6— R.C.E. NO. T DESIGN C_ ROUSE/BEERS $/ASSOCIATES, INC.1 RECOMMENDED r �AMYAA 5�/GG G.� / Civil Engineering . Surveying x Planning 11700 HAMNER AVENUE, SUITE 104 /CAL 5 G NORCO, CA 9f;60 19041 Is6-2040 FAX (9091 736.5292 E Ti��J — . �i_DETA/L (CNAtsb61� PLACE) �ipET�/G ( GT�Ret�A PI-A►C�) sT,4• �3tZB•�s �v 3��8�85 DRAWN SNEfT O/J/F/EfJ COeO1S -�UTTE� �iQOSs��TTGeiQ Ts= �. o re= 70 2 of 7 M MDL/ No ScAGE CHECKED DRAWING N0. 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N N o IDENTICAL O ^ o + °p P.1. = 92.7 : P.I.=95.6 7 o + + $gip , +p,� v r- u� o POINT ►� 8 IDENTLCAL o U) N 0� �!�/ �Y CURB >ri + . _ _ .. F- �# ^ ^ a ..........810. .1- ci + 00 o POINT � ^ � $$ 33.72' U , ^ N 1111. O .. .. - Im ' . _ 1111 . > c i F- h l N 64.2© V.C. V.C. Z . : ; 4 cp a� 1 a 1 ; U o: ►- - _ ... ,1111_. I 11.111111 _ . co F. e -�T °�e �. - 1111_ _ _ _ 1111. _. <, _ �. 1111.:._ _ _ _ _ � 1111. _ : _ _-1111 1111 ,,. . . / .. .U . rn _ _ w. cn _ PJ. 26.16 U P.l. J 1600 �V �Y 0 � � � . U : 0 1� 2s.oo • : _ . > m rn > ci __. _ ti oo : . U > o Irk p cn . �, : rn U rn 99.66 V.C. : o w ; U m cp U ►�7 O O to v) . 1111... 1111 1..1.. _. ......._. _. _. . ._ .. ..........11__.. _. 1111 ._ _ 1111 i.. .. _. _1111..... 1111. ... ....... .111 1__1111 _ . 1111 ... .... to _. _ _ 1111 .. w 0) _ o cn.. t > ' j 6.4x9 P.1. - 0 i:19 p cn + p u7 to Cn rn U .. . w 1 U N p N p U� m O (n^ ti p (n �') I In i O .- .- _ Z _ 1111 _ .-. J _ �._ a._..._ N a_ _ y Op €.., O in LL�'1 >n>l tp tt I m O) , O �, + N 5 7.00 �r o ; > N ao ^ o 29 O �: ^ + `�? i 0 ^ o _ _ . . _ 1111.. . 1111 11 1 _. il­ _ __ _ _ 11 _ o _ _ ►� m 1111 �n ,111 1... _ 1111 .x.8190 # N cfl 0) + rn N + CROWN m t'? p ; m N o, o u� rn ^ i TAN. GR. r7 N rn rn + 'a' co + Qo N Ci p N ° ° 89.54' CROWN LINE w �t o N oo ca ' d' ^ N^ ^ "� 3.22% ° ^ ^ 1111 _ _. . _ _... _ _.. ._ ..._...._. _. t N . .1111 ._ -. _� $°�u 44.77' 1/.C: _ $ O ,O . � w eco u� �. O � o �, N O IDENTICAL o + P.1.-94.42 � � :+ rn o . o � � � POINT 8 O ; ^ 5.79 m ^ o ►� N IDENTICAL o "� : 1111 _ __ + TAN. GR. 2. 1 ; ........ ..... :........J.......... ... 1111... ........ 1111 ... .:,1111.. ........ ........ ... 1111..1111 1111.. ... 1111 v I .l y� : .. .. e 1111... T - - cn N ^ o POINT o $$% P.1. = 30. 1 1 + ? : . , , N _}1111._: CV 1,. :. p 64. V.C. ; vi L o = an 1 o: o ' o 0 0 ,•� - /' �' fi. 6 _l 4 . 1111 _ 1111 _ _ _ _ P.l. 2 4 4 4 _ _ _ . _ _r_. _ 1111_ _ _ _ _1111 . _ _ _ . 11 ,, ...._; _.,1 _ 11 11 . Ll:. . 00 . - 3 U % _.._1600 C°Lc � C� Y C��� OU 60 �oL° : m . m V U N U - O _, �t > f- . 99.86 V.C. . a ►� Li � Q) > v o Uo f- ^ O w I • _ 1111.. 1111 1111. _ 1111 . - .1..1...11.._. _l lei F=. ....... fes. _. _ _ _.. _. . .. .... a.. 1111. 1111_.. _. _ 1111 .. _._ .. # _ _ ....... . , . .. ... I..... I 1 m rn P. . 0 .39 p U ccy v o.. U oo U O �t co p � o � - . �w 04 1 _ . 1111 . Ii. . 6.40% _ ._ _ Q .. U 0%' TAN. GR. ,n o U ^ + N N 2• : o � moo a� N N ^ _1111._. 1111.. 1111_ .. 1111.._. __. .. 1111. _. 111.1 . -1111 ......__. N .. 1111.... _ _ . . _........ .. .. ... .... 1111._.._ _ 1111.. 1111... < 1111.. 1111.._.. .. _ ........ .. _ rn ._ % flpU + O. IO AO�+ � O ^ Cy T.. •- p ^ N + �. � � o � o � � ^ � � � N r- N � N 0.94� T 4 41 ° ^ . _._. .. . _. ,_ o N U 18 ^ O U � 2 X TAN. GR. j d ^ p IDENTICAL o ^ o ,_ + °o T N. cpJA GR.. .. _ . �, O ;+ + g, �, ,.3 ►: ,n N POINT $ O ^ 5. 0 0 �; c i �n o `� ^ IDENTICAL O `� ' `� . + o _ __r _ _ _ 1111 _ 1111 ,_ + 0 0 o n N POINT $�° 4 4 �4 o � o + °.. .- o 7 : E- O ^ N ; _. N u� -- rn 1 1 U � 1 1111._ _. 1111... 1111.... _. 1111:.... .€... .. - .. _.>.... ._......._. 1111.. i PROFILE SCALE: 1111 _...._..............._.... .,._.._.. .. ..._..... :....._._..._..... .........._. .. N 1 _1111 : _ _ _ _ w �Y ��G � - 1600 LY - � + . M 1620 E Y HOR�Z. i - 40 U' V F- O d -.. >.-1111. 3 1111.1111. ,.i... t-� - 1111 1111 1111 _1111 - (N �1 '- °' �o ERT. . 6. . _ . 1111 1111. N _ _. _ _. N'kit.. O r�} _ _> _ >. . _ ,...._... _ ..1111 . O . N a) N: 1111 I as O 13) °° .. .. .. .. _ 11 11_ _. _ _ 1111 7 % _ 1.5 _ _ _.11.1 1. 11I.. _ _ _ _ . _..... _ . _ _ 1111 _ 11 11..... .. ..... ... ....... a .. 1111 ..-. !. ..111+1 .. 1111:. .._....................... 111 1. 111111111111. ;-..............._. !.. % -y_ __1111. Oy 111„1. .. .. : 1111. 1111 1111._. ..: ... .. / t 1111 2.00 O T R 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CONSTRUCTION NOTES 0 20 40 80 120 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGG. BASE 77 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY STD. 104 - _ - 8 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 SCALE 1"= 40' @_CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102 i2 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. 101-A. (W=PER PLAN, X=3') 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. 101-C (W=PER PLAN, R=8') 18 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B 21 INSTALL STOP SIGN PER CITY STD. 401-B 11 �1NSTALL STREET NAME SIGN PER CITY STD. 401-B 11, PAINT 4It SOLID YELLOW 23 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA 12 Q EDISON CO., PAID AND COORDINATED BY DEVELOPER CENTERLINE 28 ADJUST M.W.D. MANHOLE TO GRADE (BY M.W.D. FORCES) 11 v INSTALL "TRAIL CROSSING" 12 WARNING SIGN # 31 ADJUST WATER VALVE COVER TO GRADE 23 a 18 34 PAINT STOP AND STOP BAR 4, 12 23 11 I 11; 0 2 41 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1. o 1 12 0 ( (O 12 12 12 Z 12 2'3 I 'I \G 6 5 12 12 c. Q � o. „ „ �1� LO lz ,_ 0 9 8 1 . � 7 o II 6 4 3 2 1 � Q - V J 11 I i i �aE GAN NOTE: MAINTAIN 5 FOOT SEPARATION BETWEEN SEWER LATERALS AND STREET TREES °' ,7 c �� , r'o 3 `t J 3 L6."' o N �t N o d � O ? W h ' W 1 rr �' �p % pN 5 L� AND WATER SERVICES AND STREET TREES. rn �0 9�'T > rn� 8 15' ^ NO 43'17"E + II ^� ,` N d N ''� N I'llU j Q7 `� N`� U I, I I I w 30 p0�' QROF E SS I pN� rn '9 6' 6, ^ (O ^ +, II it rn ^ r� ^, Q ^ rn � r r r r l %% 1� O1. ,.p _ 43. 9 ^ 3 N +' + +, n +, u U � o m + ' II „ rr �. - N ►� + u m + O �63 .� 5 ��� �� MARK a �y �ODq y 6 0 3p L= " 3 � - '�3 ^ 3 �r d J O U I r $p i i (� \N Jk1. 0`` F� n 12 10 - ,,, 15.7 ' L=50.77' 3.84' 60.00' 8 v + m rr�30 G ! 1l PP \P P o � s rn 0 t,r, 60.00' ^ 60.00' 60.00' 6 63 11 BR No. 39405 N A m 'f? ��` - �-,, 28. 14 L 3.6 2CO =4 - =3 F.L I t GPa�P * Exp. 12-31-97 \/� G.��. ��, C-5 15 R , ) rr 0 sr clV1\. �� W 76 6 C-i .11+00 1 p'p 2 12 00 7 °p 2 ��9 26.63 6 C-10 i i 155 qrF of cAt RaUj E 00'16'4 W 5 100.72' 100 14+00 ti T.C. 2 G �8 31 1-3 �6 G. L G C-4 ,�� G N01'30'21"f io 291.98' 151'3" . . �� it _ � 1 w - C-6 (• ao 7 �sz C-7 11 19.05• ❑ C-2 6 ^ .-.�, 671s+o0 82.Oo, ii 0 i '� '^ - G' `L�' G 34 , ii r � O 12 yy = 16' 11 ��''(S✓ 22 ,� 55.72' L=48.90' 291.98' ^ `-1 C-1 1 28 11 W p 3.7 1 �' N LO 8 _' TYP. � =27.56 10 J i �'� r_'� 8 OJ� ( ��i i C) F- p u-) � Z Mi m- 41 -j 8 i i 1� (l � 1 " % ` - U L6 co o cn � 1 O - + II 150' - 4" SOLID c i � U ". N 9 i i / �I �It ,1 G ii i m + a + 2Q N YELLOW C.L. c? c.; rn 2 9I C r► �' w OQ�OFESS/�N91 Z 11 1 p ^ 3 � I! 11 12 i �s� ,% ii i ^ 2� ^ ^ ± ^ m 2 + ^ -,14' 11 m U rr 2 iI cv��. o��RT R. ��� 11 ii i II � 2 II p ^ NN 't ko � �+ - 3 W'l rr it G` o r r w N - m w 23 ^ II I I ►I � No. 44120 13 SCHOOL SITE 23 n o 0 ~O//ArVo BN4s/N4rjKK8 Elm �'R 97-��F /( ' MIRADOR DRIVE m 12 ,ter 2 _ SEE SHEET N0. 4 PAINT 4" SOLID YELLOW C.L. cP Q� ITY � DESCRIPTION OF REVISION DATE AP RO CANTABRIA AVENUE INSTALL "TRAIL CROSSING" I -_ NOTE: WARNING SIGN * �'- c`'L`%'' CITY OF RANCHO CUCAMONGA SEE KNUCKLE DETAIL ON SHEET NO. 4 FOR F.S. ELEVATIONS ON zLf CROWN LINE. II TO CORNER" HERE 2 PLAN AND PROFILE CANTABRIA AVENUE SIGN LOCATION TO E CURVE DATA TABLE FROM MIRADOR DRIVE TO BANYON STREET DETERMINED IN THE FIELD BY THE CITY INSPECTOR. CURVE RADIUS LENGTH TANGENT DELTA C- 1 58.00' 11 1.35' 82.83' 110,00100" C-2 27.00' 42.41' 27.00' 90.00'01" TRACT NO. 13890 C-3 102.00' 17.80' 8.92' 10'00'01" C-4 1600.00' 49.83' 24.92' 01'47'04" APPROVED BYs - DATE __ C-5 1618.00' 50.40' 25.20' 01'47'05" CITY ENGINEERdg)u_ R.C.E. NO. 4953 C-6 1582.00' 49.27' 24.64' 01'47'04" DESIGN CROUSE/BEE 8 ASSOCIATES, INC.1 RECOMMENDED C-7 300.00' 30.62' 15.32' 05'50'52" C-8 318.00' 32.46' 16.24' 05'50'52' P.D.B. Civil Engineering HAnilil" Surveying NE E, IPalanning C-9 282.00' 28.78' 14.40' 05'50'52" DRAWN HORCO, CA 61760 � SHEET C- 10 27.00' 42.67' 27.26' 90'33'33" (9091 736-2M FAX I9091 730-5"2 P.D.B. 3 OF 7 C- 11 1 27.00' 1 42.41 ' 27.00' 90'00'00' CHECKED DRAWING NO. RWERT K BEERS R.CZ 56405 R.M.B. DATE 1-M-15 EXPMFS 11a1-67 / 3- 56-- m SS6 �hf �c ,3af /J i 50' V.C: _ BENCH MARK NO 138 _r 50' ;V.C. PJ.=92.90 1111.;.. .. ........:.... i 15b V.C. P.I.=91.82 U CHISELED SQUARE WEST END _ ._. _111.1 .1111... _ ..... e........!... .... .. .... ... ....a.. 11;11 _1111. __.. .. .... _.- .. _._. _. .. ...... 1111 ._. .._.._ .... .... ;. .... ... ...,.... . ...1 a _ U NORTH HEADWA V RT I P.1.-90.37 > LL CUL E #8.40 1.. ... ... ,1111 i i ! , 1 i ! i • > -• U !. U i �� � �� FLOOD CONTROL CHANNEL ON _ -.-: • ... 111!1. ..._M -. -. ....... ....._...1111. .>._..._..... 1111... ......... _,._.r.._....._ _ .......... ! .........:............... ... .. .......... 1111 1111... _ 1111_ -.. 1111 1111 1111. 1111 1111 ........ - -... 1111_ 1111.. - 1111. .. 1111...-. .-.. -... .1111_... 1111 1 ! fj i U > .. . .... . ! U U i HIGHLAND AVE. EAST OF HAVEN I U ! U U > i • i • i • : • • i... 1 i > (1 m O U W ; 1�� V . I F- w I , __._.... x.-1111.. 1111... _....... _ .. 1111_..-_ 1111 _. 1111... 1111. . _. .. .. ... . . . 1111_.. _.1...111. _. > > AV r a E. 1 _ 8 . 66 [6 00 w LY tb P. - 8 is I I ! i m L.a ! b U U. p i - ! I o U o I I ELEV. 1498.836 oU � � co 0 i : 3 - .. -.. .. .. .. -. -.-. ... ........... 1111.. .-...-. .. o r� U . I 5b .C. _ . _ _ _1111_.. _ _ _. • _ _ (0 a ti _, : Z o,_ Q c> o . , O c0 U : ►� oU �v o + �- a ci _ zp �t ►- �: > P.I.=83.8 01 F- : O� O t� (O O NN 0) p O1. OU i i1111... .... _ _. 1111.. _.- 1 111 1 1 11... _ _11 _. 1111. 1111.. _ 1111 . 11 1111.. . .1.....111. _. i ._... _.... .. ._.... _ .. ._.. ;. j 01 ..... a. # O + b ►- b U U ^ . (0 v) + . s I + �t p j 1 0 : vi N N N + O U U (•j N ' _ 1111 _ - _ _ 1111 1111 . O U . .. (� 1111 ... _ _ _._ _ _ ........ 1111 .. O _ �; O 1 +- (O F- i ^o ^ rn ! rn n O� OU 1- I \: O .- o F- b C} ^rn ^ ^ o m cn _ F- O U LAj w _ 1111_. _. _ 1111. . O) _1111 .. ... 90 ? _ 1111 1111_. 1111.. ......_. .._... .. ...... .. ..... .. ....-' ..11 11 .... ._.._.. .. _ .... .11_... .... ... .. . . .. .... _....... ¢ v i ... .!. .. 1111... ... 1:111.�... ..7.. .. ! -S-. .�.. .......... .. �}•.Q) + ._Q. _ .7..J -._r S}•U. i.. _ ..}.. ..� U,... ..! s.. i.. ... 1111... ... : ^ -} v. : 2,14?' oo +n of + o O� o o U o Z 0 I ! ^ Sao N r7 oU ►-oti oci o� oma' 1 w ap + a c0 U O 1 2.30% 1.649, � � � °c° (+0 cd + co �o+ N � :. N �^ oo � Q�. _ __.._... _ 5.80 _ _ _ _ _ _ _. 89.54 ROWN . N 4 _ 1111 _ .. + U E : I 50 V.E. °° ,_00 '� � �r\ *°p© ^ +� � z� I _ : I ^ ao ^ oo + + rn ori CROWN i 50 V.C. P.1.-92.70 ^ : _ !. r\ v ,a 00 �r _ _0p.1 w o0 � .• .. 1111 j.... 1111 ..-.. _. 1111... .. .. ..._..,J _ . .: ... 1111.:. ....... 1111 -. ( 0ry0� _ ..;. :.1111.. r 1111.1111 .: .:..... 1111.. r ..II _ :..... <. .. ..i 1111.. .. :.. 1111 - .. �.- tom. K) -... _.... ! d.. _ 1111.._ .. 1111_- TR,4NSITION 1 2.049; ^ 00 ; i . P I 91 62 3 . i : ! i ' ! W i w U i _........ 1111 .. _. 1111. _!- 1111_... 1111. 1111._ 1111... _ _........ 1111. .... 1111 _. .. .1111_. .. 1111_... _.a.. 1111 :........€ _......._ .. .. .1...1.11. .. .. .. 1 . v 1.003a � i X4.77 V'C; 5 7.31 C. Z > I > U - - 1111 _ . 1111 _ _ ..11 ._...... .1 1.11... _. . 1111. . 111:1 1111 1111.. . _.0 _ _. _ <_ 1111 , : i... . : __ P.l. 91.91 P.1. 91. 5 . : i U ¢._ ,_ : - 5o v c. U i i i U J . b Ch I m o(n w o o O 1 DO V.C. _ 1 P.1.-83. _. _ 1111 . 1111 -. . _ _ . _1111 _ _ _ _ 1111 . 1111. _ _. • : ! _ , ; - _ .. j.. w �c O �00 a N : w •! m cp cn; U P.1. 86.48 Z U cn o(n p o _ Q O _ _ _ _._II_. .. _. . 4... ... 1 i R 1;3 U I rV L� b vi O O : L. N Li: LL L� et O O(n 't U O L�00 r') O (n CL > Z , (o O c0 O O m _ _. _..........._. 1111_ .. ..._... .... ... .... 11.11.. ... ..._...... _. ... _.._.... .. t....... I C.) L...._. _..... 11.11 ... . . a. . 1111.. O 1111._. _. �1 N fj I- r... --i... ... 11:11 ..- .i. ..i... , ..?. . ! t- tT b) � + 6' N N N + O l� . _ _ �- _-.1111 -_ __ _ . 1111._ _ , _11 1111 .1111 ..._ . N _- .'1111. a-, ..,. o , //yyam�/� M� u ..._........ ... •. 111..1. • _ j.._. ? -W V! : , _•�- + �..Tr. :tom _ 6t i b O(�1 U a.. - . i p ^ i M + O tl# i p , li O C9 . rn L► b vy 1111. _. V 1111. ..Q ....1111 _. i .. .. .. .. ........ 1111 .......... - - 1111 1111 ...... .... ... 1111... ... - ........... ... .. .. 1111. 1111 1111.. ........_ 1111..... ........ .......... ...J...... .. ... 1111 .. 1111. .. .. .. .. 1111... ... 1111... .. 1111 .. ........ .. 111 1.._ ....1111 1111......... I..I... .11...11_. 11:11 .. €.. .. 1 111. ............ ... ..' 1111 i - ,. : - �•- Q)... ... (O .. 1111... .:.. -_D LL �l1 �.. ¢.. _ !. B�Io sF Lm + 0) . (l}.. L. i OO. i[) b� W >k . � . O ^ 00 : 00 ' + O O O �t 2.14Y : op cp Li. Li o Li I M in O(n p . _ 2.46' 2. 57. N O • o TAN. GR. �' - 1.649 ^ ao (0 ca c0 co + °° O N + ^ N L` o w o L` o o r\ ` ''� °p 1111 oQ + + Q ........ 1111_... ... .... .. .._.. ...._. .. 1111.... 1111. _. _. .._ _. __.. .._. ... .. ....._.. .11 . ..._... 1111 .. - .. ._,........ .............>........;1111 ............_.-..- .. 1111;1111.. ........._... ......... 0 �./4. e- .� N N !.. ¢_ 1111. y... ..._............ . It °o i� N in +`� 00 cwt� o-rn ^i0 rn I rn Z� P. .- ^ 50 :V.C. I 92 90 °p + + + + ^ w o0 _ _ .� i _QD►) _ ao ! _.I_.,, _ -.. {- ...y... .._......�... ............ ........ .. 11.11. .-.,. ! - ^ 00 1 P.1.-91.82 �2 0p "� ��N- . 6� QJ -00 , U I 4 . _....... 1111. _.. . .. i _ _. 11.11.. _. 11:11.. ..........:... 1111.._. _ 1111 . .. 1111..... 1111 1111._ .... .. .. 1111.. ....... 111....1 1111__ .._ .. _. .. 1111 __......... 11 11. ... 11 . 1111. ..0 ..y. ..,. . i i f .. ... .. 1111. . . : O .. ..1111... 1111_.. 1111 1111 1111... 1111__. .: . . i . I I > U o` p pJ .. 1111 1111 .. 1111 1111 - � O/ 1111 ... ! ,• ! 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V. . _ % 100 : 4 P:1. = 89.50 ; .1.=90.28 40 I Ti�11.cR U m U v v 4 4 4 0 0 . o v o� roti . : rn. .._ ....:.. - .. . . ....>...._.... . . _- _.._... . _. _ . _ L 1 ......... _ _ .. _ _.. .._... ... 1111 1111 _ .. ._ ... L I _ ._. __ U i co n. o co U OU N U t` ' �1 N . U U. ch _ _ U O r ?: 1111.,- 1111.. 1111--- _ . 1111 _ _ ,.. i � _ 1111 M ..>... CO .. : U -._-. _.-._ >. -.1111... ............a .. --... ... -. 1111.-.. 11.11>...-. -........_ _._.- --� .._........ .-1111. + 1111.._:.1111.. - -....-.1111_.""'-a . �..�, a }'� _. v > r``1 F- N'N N N 00 00 ~ ^� 8°0 : ci ^ ab 3 _. _ _ _. 1...111. . _.. .._..... . .. U: N� " O tr _ 11 11.._.. .... .. .1111. . 1111 1111... 1111. �- ao 00 ......1 .1__ : ! i ..1111.. -11.11.. 1111. .. ....d.... ... 1111.. ..1111. ..._......_ 1111 1111 1111 1111 _. ...... .... .... ...._..._ _ . �- ao r., j.. I- d0 ►. rn `d . U t vi to ti + o + p . cp + U N O v o N- 749 I rn W rn N • : i e- ^ 1111 i.. 1111... '. .. .. -...a... ..-. o ... ; _W ate ;. ._ O O: _. , O ._ p� �; Z.'S 00 00 - - - 1 I I �' N of TAN GR ao .......... _ 1111._.. 11.11.... .. 1111.. . _.... ^ ........_.:._ i _ ... . N... ... _ _ ... .... ... ..._ _ ao ............... _1111 1111.... .. _ p ap:.._..... aD .>. i....... Z ...........i .._ _ _ (� -_ 0 1580 L� HORIZ. I - 40 1 �0 LY . + .� 1590 LY I 15�� `� _ _ ti p 2% tp 6• r _ rn 1111 TAN. GR. : , ,_ 1111 % N ; . o ` L ....._......_ .. . 5 ..... _ ......_... _ 1111_ _ _ ... .. . ._. : 1111. ............ ............ 11 11.... .........I .i.. ... ..... .. -............... .. I. ....... 1111 ..............1111-. 1111 .........-..-1111. .. 1111 ...-...1111.. .................. 1111 1111 -. ............ .d......... 1111...-. -... -. ... ..... 1111 1111 ..... . 1111../ 1111 11.,1. 11 11. .. .., 1111.. t.. 1111. .., .. : ........ .......... ..c -1111 t.. 1111..-.. ,........ ....... .........i 1111 .. 1 1111... .. 1111 1111 : i E - /' .� : _ _ . E / t �i R� : : j i i i 1111 .. _.. E1111 -. 1111.... ._ 1111._........ 1111,1111 -_•. -1111...-. 1111...1111.. 11;11..._..l. -.. -¢1111 1111. . ■`/�_� HB 1111. 1111 1111 1.. -1111 1111._._. 1111 1111_. .. . 1111. .. 1111.. -1111 ......._ 1111...-.. -.-... -1111 -..- ... 1111 _. t !! � !�@��� 1111...-1111... a.... 1111 1111 - . / : - ......._ ... ._...... ... ...__......... ... .. .._.. 1111 ......_._. .. .. ... 11 . ...... .. ......... ... ............ .. .._.......... i j ' i 1111 1111 .. .. . t i ......1111. i V .....I.. .......... .. 1111 .. ... ......... + i : : 1111 1111: -._ ..1111. ............i ._-. ......d... .. ... 1111._ 1111 ... ............... 111 .. ... .. 1111 ............ ....... .. ... .. .. .. �. _ j. -.. ...11.11 ...__... ......... .. ......... .. ..... E 1111....a.........1111.11.11 I q 1111 1111....... .d ..... ... ..11.11_._ .. 11,11 >-. , �^ : : t : -1 . : : j I 0� t t 4 I I ; : : 1 : : : : : : : : i i 5• o 10+00 1 1+00 12+00 1 1+00 12+00 13+00 CONSTRUCTION NOTES 0 20 40 80 120 22 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGG. BASE 7�CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY STD. 104 1111 - -< 8 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 SCALE 1 40' 10 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. 102 12 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. 101-A (W = PER PLAN, X = 3') CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-B 21 INSTALL STOP SIGN PER CITY STD. 401-B 23 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON CO., PAID AND COORDINATED BY DEVELOPER 31 ADJUST WATER VALVE COVER TO GRADE 34 PAINT STOP AND STOP BAR 36 REMOVE EXISTING BARRICADE n 41 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1. v o W o NOTE: MAINTAIN 5 FOOT SEPARATION BETWEEN SEWER LATERALS AND STREET TREES � 18 � O 23 AND WATER SERVICES AND STREET TREES. rn of Z a N rn N _i Q I- o � 4 jI i II f QROfESSION rn U o 23 � O 00 U i II f iI i �`�� MAR 4( Ci N Q W h + W i i i ( r r r �� �� 9F �y� � �4 II ✓N 21 0 i II I ii Oto N F- O m 0` i i fp6 ( i i i Lj r r r �'� - r 1 r' � No. 39405 m tp + � Lo 12 1 • G it r II � i !r it r' �!� "� '`� s O O n Ki (3 '(• 1 i t r .* ? TYP. r r r -6, ^ U { rn 1 i I I Q�. ^ U 41 + m i i i �G I I r * Exp. 12-31-97 * c- i9 O .. I I i ON OR. N N►") �O W N 1 k i i i . 9 1 V 11 .� . . 8 ^�°' i 1 NA pR I U_ � 8 " o, 1 rr r �rF pR� �'O � 10 r r i G P_ Z O p _1 __ 45.35' C-4 73.18' I i i 1 Of CALF r_ n � r' 95.15' i I 25 MSR W O Z - - r r r cn rl i 5• h � 00 O rr i Z00W � - rr c k� Wnn 72.94' C 6 rr 1 0 �NOZ - - -- >3 95.11' A..,'= C-1 rr r 1� k�$ - W = - ri r 000 7 I it j 1`\ o =U ii r n - --- W - -_--._-----_�� �' � o Z - _. - 7 - - 10 31 . r r 0 0►� o °' 9 SCHOOL SITE cr_- - 1 OOTc 7 +� °�O,�,G• 1 1$00_ 3i I _� _ o �' J � _ G 12 0 _ 2 -� 13 00 1 ��- (D NO'32'25"w 139.96'u) i i i . O U C-3 �o 1 16 96' I i i . '' �) 9 Q►) W .� �j �- 1G NO'17'31"W 7 ry•O 1 �i -U ^� o0 36 6 9 7 O 34 r i z '1Z o _ G• C-5 �. � c 3 3f° a 7.O _ o W o G' T °S o ' SCHOOL SITE _i~ _ N - � 1. -7'- -{i ,7��6 3 SF �__ ^: = N = - 94.78' . . -�', i . x W 3° = i i I . 4 'QFN-4 A z a O - - ^ --- 94.85 0 11 1 W a D 47 0' 17.22' 55.0 I� 21 I / 10 i i I. MSR- �• 3 �,) 21 ' ' i I r: 36 8 '�'I. i I I I i O, . Q o �� O 8 f r r r 4nIit U)�t Qi i i i i i. U I it r 4tN L6N �' v TYP. 06 � r i i; I I r. �• 41 tri j •9� . r r r >- r\I II + II v m � 1 II v' 11 I U i i r�'6� i r I. J� o^ z a W I rJ-r �' I i i Q 22 ± Nj o Lj I I i � � O >- C6_i O Q� Q oo 0 13 n i I i i i i U j ^j3 ^ 3 23 + i i i i i i CIT p ) I ri rl r Q � �� i� � . \ � Z rn W O i r i I r r ps o N DESCRIPTION OF REVtS10N DATE APPROV ��� �m o m ^ MIRADOR DRIVE '' 0° i2 12 MIRADOR DRIVE }� o� SEE SHEET N0. 4 SERENA PLACE SEE SHEET NO. 4 CITY OF RANCHO CUCAMONGA �Y, ^ " PLAN AND PROFILE )p 18 CHANDON PLACE CHANDON PLACE FROM 138' S'LY OF MIRADOR DRIVE TO MIRADOR DRIVE SERENA PLACE FROM 164' S'LY OF MIRADOR DRIVE TO MIRADOR DRIVE TRACT NO. 13890 CURVE DATA TABLE APPROVED BYs - DATE CURVE RADIUS LENGTH TANGENT DELTA CITY ENGINES R.C.E. NO. _4.953 C-1 27.00' 47.00' 32.03' 99'44'18" DESIGN CROUSE/BEERS & ASSOCIATES, INC., RECOMMENDED C-2 27.00' 42.53' 27. 12' 90'15'41" C-3 1 100.00' 46.78' 23.39' 02.26'12" P.D.B. Civil Engineering x Surveying x Planning 1700 HAMMER A VENUE, SUITE 104 C-4 1082.00' 46.02' 23.01' 02'26'12" DRAWN NORCO, CA 91760 SHEET C-5 1 1 18.00' 47.55' 23.78' 02'26'12" (909► 736-2040 FAX (909► 756-5292 C-6 27.00' 41.25' 25.86' 8T31'S5" P.D.B. S OF 7 C-7 27.00' 42.41' 27.00' 90'00'00" CHECKED ROBERT K 6EERs R.C.E 5 DRAWING NO. R.M.B. DATE �-2 901V EXPWS 12-31-97 /s S (7 ,tcc� S d / 5 • el-Wz 'IIS 1KtrS7- EN17 Kcxz-rH }{ Ex1.Sr• ae,4caE cu1_v E2T 0- B.40 - T=t_� aas . @ TDP B"CURB C_4•laNmt=L_ Ore.1 14IGH-1 L._e.Nra AYE, E4sr o� 4.1�.V E^l AYE. b F!N/'.3,y G�PgDE V 2517 V.0. .� EL E1/. 11498.g3d, 2. 6 f2'LT. 8 0 _ _ IG30 - m" �� �'N � 0 � c� E?l/3T. GRADE (V � MV13H GRADE S O./' A//N. O✓E/2L�1Y - - .sa O AN • 0 501) � � aC v � v N N ti W h � M �M ti � N 0 B5i - .O �'' � +•� �, h \' -P- , 1 N N `. N N � N v 1630 ti ° wo a ►\ 8 iso v c. A� EX/3T. GRADE AW- /S// GRADE •� ` N @ TOP 8"CURB o�p` 07.E 7a►N �► ^ r\ g N 27', 7- - '` `o ti \4W ati �h � �o� a, -VR770A1 GF ?5a' V•G. N V � t " p' g 8�' W N AD E EXrsT. GRADE N �, N T P �' ,. N 8N E/tee ger tiff - sCALE f-/N��y cr,4a� -0.40,r hHOR/Z • /" =40' (W 70e 6 CU/eB --o.so TysN 1� «`� � N 0.550 VERr /0 - 4' -• - - 60.2/ LF 22 Q3 94 25 ;} 26 27 28 29 30 31 32 33 7-APE,P 34 1620 W 43 2 �t/9. 5 �` d4NYAN 3T' 6X1 T °.�-f 67.75 t- CANTABR/,f ,W. 23 I a '�' > kti I I m� � EX/sT Sre. L/GiYT 41 - -�•, o NpQT�1��, I � k + G � �', •� � A 4 + � 25 41 c3' 1 a�s' � � . g°rl 4 �ti h ' 4 0 �' � E)ctSTt1.1G Tota of r1= I ti , Q7 E>�t5 lei 1JDR ST LT1 _ - O G , .�- `'� --- - - - _-- - -- - - --- moi. t -' _ - -- -- _ . - �_ _ _ �3 IO 41�50 8 �L- -X x . no Lh 1y FES .. �•'•!8 15 �STGP �' �3 /+ �- T� _ -- - r _ - -- s� • - ---- F - r` v33 - - -- - _J4 -�` wt>� MW D FEE 3 E1JCE'� - �� �� ��I � - --- 1 E CJEG. 1 1NE GF E2 t,� /� r:;, - rv1 8 UC - - - -- -- - �9 �� - -`� - - - - - --- - 3 n, •p DE 7 L - � g :4 --- - - V -- - - �' - - Tu -+ - X - (� w.4TEN.Ir1E V � O � � 5'i (MdK• 4« �! . ;. a ,h . .. .. 9 �_ h . • - �• .. - K o - -0.40 N $ -7 3 k Y. Z< K _ N l`1 '�• '�T 1 1 =�� s _ - 1 _ �x, c a�_ X x - r I e ^off 0. 43 - _ - 14 ` 15 EX6671NG SOUTH R/w 2N W e, J 2: I MAX 9- . t MAX p �s R � � I /V7'/B,pTA �4WE �'��� c4&AN EX/eT C't�NC.Dd/N�/�y ;� 'p �� o ��•� § 04 �--`QErNJVE E.Y/�Tlt/6.Q�LE�T?7.� Q �� � �./3, 7 CONSTRLCT/ON NOTES ¢t �G4�t/TST.Q��1'T.�'EEAiQ�t,erXS gymays�vr. ,� QDELETfD t SPA/L fEiyCE fiPGYy ST,4.?A�,Sp TO 33t \ e4489 53 Q/ �? DELETE 2 iP.4/!FE/YCE FiPO/Y! 5,rW ?4/SO TO 53 28 9•S (50,//,r// S/DE GWLyJ �-3 • / 8✓�' �B/�t'EROUTE=Mit'EfP Ti�4/L "S/G/YSd C/T `_'�/�'% - v \ �% c,� i CDV51 4"A.C. P.+fl/EMENT O✓EiP 4"A•B• '�j OELETE ''B/ME �POUTE"-"/t�EP TiPA/L CLE,4/Y"S/GINS Q1�,� 5) !3.78% hky\Q CITY PL,K'E O/O'M/N• OIERLAY P�GIA(. NOTES . M DESCRIPTION OF REVISION DATE APPROVED. 4j °cwCRE 4a-- 54A/Car EX/5T/NG A•G. F,fVeVENT 1. N0 TREES SHALL BC Pz~rED w/rH/n/ /5-M FEET OF THE CEn/rEQL we i l� 5 /CEMO✓E EX/ST/NG .4-C. PA!/EMEN7- of n7wOs Exi5TiNG oQ FvrvA'E P,>�L,NES. � Xi /G CITY OF RANCHO C UCA MO NGA CLASS 5l°O-C-3i5b - - --L � _ �. C��5 is IPEMOYE ,RX.C' a- CONSTR. A C• PAt/EMENT /N-KIND 1`h 6"x 6"-•/O x"'/O WW M w . t .�/� 70 Cor-1.N'�,�/c�w'�vT C� �c�eK .t�briflG�frlGK/ �l�4sT 7kb ��,eic.Y' .SPL.4sr1 P,lO �� .14lveY/r'L/NE 7�-- CM1,5T,C. B,C!/,C6 w�414 60rMoZ PMO C/TY STo- 104 raar� l��Y- I_W,1 orJ� ryZ.feelvq,y) %v.4o✓a te 2V ,ye Seen A04--11 e E fes• 1'_'1.Z+-1 `, CTi� A-A //'^���- CON5TiC�. 6 W/� 510E'WWX 1--Ee C17-Y .5r0. 103 a��ario��s r l vNrEN.a�eE e��v of,erEreoax�rt / ware oisre�cr of �� T \Nf--- CONsr�e NANo)cAP!-no ACCESS R•4MP PER CITY STD. 102 ��,E,�, e,,,�,VW,1,,� �, ��� _ ivi►. / S REET IMPROVEMENT PLAN FOR NO SCALE v f3 MN,5M. COVY59 '/AL DSP/VE APPcrO,4CH PEe C/Ty57D. 101-C 14 CCN57iP. ¢" Ty/CK ("HIN) DFCOMFrD GR,4N/TE EWF571P/AN r,P.//L 15 C>a�v5ne. -V.C. 2-RA/4. FENCE PER CITY 57x7. / c7. 10 CURIE DATA BANYAN STREET 18 Ct�VST�. CUR,dS,OE QQtUrvGYJTLET PER CITY STaD. !o7-B B v y 8 /L• &DOW V*VF5 " a CIMS rr. 'Li�.dN81T10^L 5'CT2uCTURE +P'EXy r m7^%t_, sum. its 2 DELTA RAD/US LENG77-/ TANGENT 1�2OM �. 2'Z�-�S.18 Tb STA_ �3 II - C6W5TiR. GRADED D/7CH -n,F TYH'C,4L .5,007 W, ,SHT. AO.2 /NST•!LL STOP SrE;N PE/i? C'/TY STD• 401-8 - A 07 53'28' 650 //7.07 58.63 v 2' ii IST,4LL 571FEE7 NAME 5/cN I=Ee C/'N S'T'17- 401-26 • / TRACT NO. 13890 \ 6RCY//1(D /Lj INST6►-1. s'3TtLE1=T 7LIC3KT 1 00 l-Lt-c> 4fPSV taY GollTti�r2n1 CA.. 2mc>1 ON C.o.� B Q7 53' 28' �72 20.1C �oC �T �J�4�V G��^���0" / �` ` Z % 1Q tom• Coo►Zt •-1A ca"- se r­W-,4 �o�M�. APPROVED BY' DATE a 24 REMOVE AND RELOCATE EX/5771VC; TYPE "'L-- MX�fVE� C 07°/9' 08" 628 /05.77 52.96 �F�f/�'IN//VF� �/��� v tf(j 701.10772. -Y,57 d-RAIL F�N�E ,a�,2 57?- A5111oB w1r�/cY1r.�!/GlxE,4/t/G CITY ENGINEE L�� RCE. NO. ?4°113 ;P::::: /N5T•4LL EX/5T/NG TYPE "L " WeeEP PEe C/7Y STD. /3D D Q8°03' /2" 850 //°1.47 5°x. 8¢ �IC,L� �Ti�E , DESIGN CROUSE;'BEERS' ASSOCIATES, INC. RECOMMENDED ''p)ffA) .�f. fVDVE EX/577NG R/P-�P�4P APRON � SP�I•r0w• Civil Engineering x Surveying x Planning AGULC5T MWD MXMM-r- 70 G/PAGL� C>3Y M.`N.t�. Fcmc1�S) E 08'03'1?-" 872 1'22.56 6/•38 K•FS• 1700 HAMNER AVENUE, SUITE 104 NORCO, CA 91760 (909) 736.1040 FAX (9091 736-5192 SECTION 6 B N 4D-&6r WX7FR UAL 1/E Cvv_c-e 7o GRADE F 06"03'/2" 8Q$ //6.38 J`B•29 DRAWN SHEET IAls m L_.L." W-d/ (G-T.) pea a--,-r .,d6oq S s7r�,/30 NO SCALE G °90'34'2200 27 42.68 27.27 M.V. �o OF�- PLAN (NO SCALE) a P,4/Nr STC.IP �� $TOPE/M/r H 00000 27 ¢2 4/ 2700 CHECKED ROB T M. BEERS s R.C.E. 39405 DRAWING NO 3 /ysrn�,cr' CtEowooa r-><Ea.oE.r-i-PER G/TYSTD. Q46 . aDWNORA/N TF►'ANS/T/ON STiPGC'TUr�E �- f1L_AK,= �i� 4,�•Pdvmt-A T' � -���.. o.a s44esr �e 2 VATS Q /y-Qs EXPIRES 12-31-97 5 5 6