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HomeMy WebLinkAbout1808 GENERAL NOTES BENCHMARK NO. 148-B - -- - - AT THE N.E.C. HIGHLAND AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO SHEET 4 SHEET 5 SHEET 4 SND ETIWANDA AVENUES, 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- HIGHLAND AVE., 24' E. OF CL CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL a 10+02M " i' CT - CENTERLINE ETIWANDA AVE. AT THE N.W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. '"�'°�` f SITE CU R OF 4'X8' DROP-IN-BOX FOR ti Ox, 0.00 , I _._ ;� W -- --- DRAIN CULVERT SET STD. A 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, - -- - - - - , -- -- - - - -� - - - -" SIDEWALK BRASS DISK. VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT--OF-WAY LIMITS OR -- IIVILSON - AVENUE ENUE - ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE: THE REMOVED, Y _ . Q_ . _ T� SrRm..__ - - RIGHT OF WAY REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. _ i STREET TREES 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE FS FINISHED SURFACE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 12 11 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS 20 19 4 WHETHER OR NOT SUCH FACILITIES ARE SHOWN f Hct�r�0 AVOW FL FINISHED SURFACE I ON THESE PLANS. i 3 4 1 TC FINISHED SURFACE a_ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 13 I -._ 10 I L= FINISHED SURFACE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 18 5 % PUE PUBLIC UTILITY EASEMENT OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 21 I ! SWE SIDEWALK EASEMENT 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALLLb 2 j a BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE 0 14 (� 9 _ v_ Q ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE V 17 Q '0- 22 6 W REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. J U I J , 6. ALL SEWER, WATER GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 'J � SHALL BE CONSTRUCTED PRIOR TO PAVING. 23 16 15 8 7 o m VICINITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL Z Z NOT TO SCALE GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO Q f ' TR. 144�95 CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE _ �[ `� i TI� NOTES QUANTITIES 1�1�I1 n� CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. V�Q'v v'L�-E y-- "" -DRQ 1/C I i 24 +{ - - -�- - - ' �' i a I ' 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 82,407 SF 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND j 1A CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE 11,343 SF GRADATION OF ASPHALT PAVING. 25 26 27 28 29 53 54 55 56 57 IIjL 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 5,203 LF 9 PRIENGOINEER. IN ST INGR TO TIALL OTESTSYOR DETERMINAT ONSPAVING, A LCOMP EREPORTTEDSTOLV R FY BE UBR-VALD EO SIEVE CITY SHEET 3 ' � W 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 g EA ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. W 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 24,823 SF j47 V 5 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD PLAN 106-B 2,453 SF 10 DETERMINE STRUCTURALPAVING SHALL BE ORMED IN SECTIIONS ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO 34 33 32 31 30 52 51 50 49 48 6 MODIFY AND ADJUST MANHOLE GRADE (SEWER k STORM DRAIN MH) 11 EA Q 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 7 EA THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- I ST RM RAIN SHE i+ 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 7 EA GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA SHEET 2 ° * 9 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS QUALITY BETTER THAN THE NATIVE MATERIAL. 26 EA r� _ Q 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY 35 °' � `_ _.�' - SPLIT a __-'�- - -= - E�N- - _-. _ _ i`-"" { �! ' - 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) 16 EA THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 2 EA 11 REMOVE EXISTING WOOD BARRICADE RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') 6,213 SF 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 13 INSTALL STREET TREES PER LEGEND AND NOTES SHOWN HEREON 75 EA DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES 36 37 38 39 40 41 42 43 44 45 46 Qf 14 INSTALL TRAFFIC SIGN PER PLAN 8 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT EA SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN 15 PAINT 'STOP' PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 6 EA THE OTHER ITEMS OF WORK. ` ! +. 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B 6 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED 17 PAINT DOUBLE YELLOW LINES PER CITY OF RANCHO CUCAMONGA STD PLAN 133 76 LF AT EACH INTERSECTION TRACT 14495 INDEX MAP 18 INSTALL TUBULAR STEEL FENCE AND GATE WITH LOCK PER CITY OF RANCHO CUCAMONGA STD PLAN 608. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE SCALE: 1 "=100' LOCATE AT ADJACENT SIDEYARD END OF WALL. FENCE SHALL NOT BE CONNECTED TO SIDEYARD WALL. 1 EA CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE �k PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, �p STORM DRAM CONSTRUCTION NOTES THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. S 1 flEET TREE LEGEND 40 CONSTRUCT 30' R.C.P. (D-LOAD AS SHOWN ON PLAN) 172 LF 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. MIN GROW 41 CONSTRUCT 24' R.C.P. (D-LOAD AS SHOWN ON PLAN) STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE QTY 119 LF GENERAL METROPOLITAN WATER DISTRICT SPACE 42 CONSTRUCT 18' R.C.P. (D-LOAD AS SHOWN ON PLAN) 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET CONSTRUCTION NOTES FOR STREET TREES: 135 LF UPLAND, CALIFORNIA 91786 BOX 54153 ERIOBOTRIA - - - - 43 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RANCHO CUCAMONGA STD. DWG. 318 1 EA CHANDLER COURT BRONZE LOQUAT 3' 25' OC 15 GAL 7 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 44 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RANCHO CUCAMONGA STD. PLAN 336 1-800-482-6711 LOS ANGELES, CA 90054-0153 DEFLEXA EA (213) 217-7474 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 1 ERIOBOTRIA FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY 45 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER RANCHO CUCAMONGA STD. PLAN 331 2 EA SOUTHERN CALIFORNIA GAS COMPANY COMCAST KENDALL COURT DEFLEXA BRONZE LOQUAT 3 25 OC 15 GAL 7 REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 46 REMOVE EXISTING BULKHEAD 216 N. EUCLID AVENUE 1205 DUPONT ST. 1 EA ONTARIO, CA 91762 ONTARIO, CA 91762 PYRUS EVERGREEN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 1-800-427-2200 RES. (909) 983-9895 SPLIT REIN DRIVE KAWAKAMI PEAR 3 20 OC 15 GAL 35 DIVISION. E)OS M SURVEY MONUMENTATION 1-800-427-2000 COMM. (PORTION OF RED HILL) 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. --- - MAGNOLIA GRANFLORA 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS 0 ��N CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS ALVAR'4D0 �� ST MARY MAGNOLIA 3' 20' OC 15 GAL 11 O �- � 6680 VIEW PARK COURT THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH _ 9641 SAN BERNARDINO ROAD RIVERSIDE, CA. 92503 CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE RANCHO CUCAMONGA, CA 91730 CONSTRUCTION DEPT. LAGERSTROEMIA INDICA WHITE CRAPE DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE v (909) 987-2591 C/O STUART KING *NATCHEZ" MYRTLE HYBRID 3 20 OC 15 GAL 15 LIMITS OF THIS CONSTRUCTION (909) 343-5165 5020 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: DATED E x Wla,,/a4 ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS MARK WARE - L.S. N0. 5820 WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE OF C CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR SOUTH NORTH" PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES WEST EAST R/W I R/W THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR R/W 0 R/W SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO NOT SHOWN ON THESE PLANS. 50' 66 RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED 5' 7' 36' 7' 5' 11' 44' 11' TO THE CITY. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PUE PUE PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 1' 2' 2' 6' 2' 2' 1' 0.5' 4' 6' 4' 0.5' PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS swE swE _ 2.7 2.1 ,r , r 2. 1• 1' 21 OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO t � i -- iiI y- i __,i�_ :�' 1 2% 1.7% 1.7% 2% 2% 2% 2% 2% 1'�` SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD - �- r MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE -- DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PROVIDED TO THE CITY. PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ` ' 4 2 0 1 b 4 'r " " - " '" "''j 4 LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WATER 0 WATER WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SEWER SEWER TYPICAL SECTION UNDERGROUND STRUCTURES TYPICAL SECTION SPLIT REIN DRIVE - STATION 10+00.00 TO STATION 16+50.00 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER CHANDLER COURT, AND KENDALL COURT SPLIT REIN DRIVE - STATION 16+50.00 TO STATION 18+72.90 C� OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED N.T.S. ALVARADO PLACE STATION 15+80.00 TO STATION 19+09.00 DESCRIPTION OF REVISION DATE APPROVED: WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING T.I.=5, R=70 N.T.S. THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO T.I.=6, R=70 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY CITY OF RANCHO CUCAMONGA DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE W� EAST NORTH SOUTH PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR R/W I R/W R/W R/W TRACT 14495 SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE 50' 50' DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 7' 36' 7' 7' 36' 7' 5' STREET IMPROVEMENT PLANS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT TITLE SHEET SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 0.5' 6.5' 6' 6.5' 0.5' PUE 0.5' 6.5' 6' 2' 2' 1' THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 2.1 1 1 2 2. 1 swE 2 ,_ - - - --- APPROVED BY: Underground Service Alert DATE: � 9 QRpF SS��N� CITY ENGINEER Ct c RCE: 49 3 t'_ 2 E -.k_ -yam 1I '( - iK (4 ,- -., _4��. �/O p\_O J. �/ eEF RE yoG �` 3 `' 4 2 1 2 4 '' " � 4 2 Q 2 4 �� ,�� `� �y DESIGN �*gd BY RECOMMENDED Com' TOLL �� WATER 0 1 0 �� 0 ALLARD ENGINEERING Q �1 WATER 1_ SEWER o - M L\J F SEWER Z c1 u eaglnaeA g lana sarveping tea Plaaning TYPICAL SECTION TYPICAL SECTION C No. 36052 m 7 ��y/��/�� vmip W R7 DRAWN ' erre A 9z SHE_ 22/ -2WV _ °� P,6 30 2004 � CGR Fontana rallmrnle 92535 1 of 6 EX (9091 356 1815 Fax(909)3561795 ALVARADO PLACE STATION 11+55.00 TO STATION 15+80.00 DANVILLE DRIVE `�� c i Vi �`P a N.T.S. N.T.S. 9T�. p� CHECKED Rgyl�prlp`J. p 36052 DRAWING N0. 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L .,, -, - a. _ ,_ �, t w ,, ; 1685.80 TC CB N0. 13 I � �� I I c� ,, 17+94.05 �, oo $ 8 _ _ r.. _-.,,., 7 4 n ' �, W=7.0' V=4.1' 16 0 T o p EGIS _- , �... . .. , . _, _ . R F r - r- T R EC-CL �, o, co II + . .. . I . I ,p,- ,. yS Fo r o? 17+95.33 EC � U'. , y m y ,0 17+94.05 EC n �2 ,� . ..: I_ .: _. "� 1684.86 TC . w , x o °v v z , � 0) ° O _ 1584 86 TC (- 99 t 1,_ i._ 18+00.01 ECR - y I 94 05 _ , < w 18+01.78 BCR � �.. I ° EC-GB '17+ W 17+94.05 �C B I . _ r..., N 1684.78 TC O 1684 86 TC 4 o .2 ®(1684.70) TC i, 1684.28; FL® o N d a t, S BCR O 1 (16 .� �� (1684.20) FL 4 .�� + (1 8)F 84.78)TC �'ti � C� ECR �� �; - , o, Q : . ; , _ t _ 84.70)7 684 7 5 S � ; �q N� (1688.03 TC) �33N 1`� (1681.19) TC ' - �i .: .._, {1",g .18)T�.. to . ;,, *,p '� , 4.so �'` _: . Z 4 r n cn 0 � I°° - cn p �' (1681.21 T� I 18+35: S t___ o 90 _. _ wr v v _ D -� c7, ca i (/) : _ m � a �* ,.b_. __- _ _.__ _ a 684. 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" ,i:.. z � 11 22' 22' 11 ' -0 --A i 000r�= rrj � �° D z s zL' :� rn n 33' 33' n : . .. : . . i ._.: ' z z D D C7 QQ °,. - ��.� >_:-.._._ _.., __.,; _ v b-iU - . _,..-. - .I_ - _,. c o z �N " r or foo 7- v r. - - _ . __. - _ p .._..-_1 ._.r_+_,.. _ ._.- ,_.....-!. .-:_ .. :_ +. 1-- L_ 1. ..i.., z r mom v � n > N D O N Z 'v r7 �' ... ._ __... , * N I -DiNN � Z _ O N o L!� C7 :�7 I z _ z z (O D II II II C'7 0 0 o Jv cr r a._..w _ y ;_. -r� ., . 1_ j O `D m .CQ.-~� ,i z z v L+ � - , p� � , �n � 0 :. q N BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. CL HIGHLAND AVE., 24 E. OF CL ETIWANDA AVE. AT THE N.W.C. OF 4'X8' DROP-IN-BOX FOR DRAIN CULVERT, SET STD. BRASS DISK. _ - ELEV. 1432.612 EXISTING GROUN 42.41' O 18' LEFT OF L.O.C. CENTERUNE 42.41 4 9 4 - v L .C. 1710 • U \ /� 4 4 4 � U tr � � 1 / \ m r \ v � � 0 to Ui 00 N l7 o p co Efl t_ o O r r W r t- \ O r r- N OO 7. r r �� M r r r r 0.50% boo T= 199; T=-5.199 PROPOSED EXISTING GROUND 60.00' VC 60.00'. V O 18' LEFT OF / O CENTERLINE o (n P1=1704.06 CENTERUNE _ - o \ P1=1704.21 J ,� - © J a m + � 17 10 � O aJL I JL W t Q Q I t�j V) In c0 / Uj d� 1? VC t\ O / O ori + p � li Dn "� g i {n N rti Ln J \ i� M W er- O \ (D C'4 r p 1,3 /Q N U a i I I t(� �y Q�' O r - \ r \ � O I I i dp to O Or r O d r Ll nM ± 1h + ri v ,;0 M �i '� 0.50% 0 0� \ r m r r r r-• ; 1.7 'l T=-2.429 PROPOSED NISHED SURFACE T=1.949 O CENTERU E 0 POR. POR. r 60' VC 60' C EXISTING ROUND r\ r` M 1710 RT • 121 V;7 A + \ o .O.C. {L�.O.C. CENTERUN � rO \ _ ~ to o U� 4 4 4 4 4 4 U tpU U ,�� - wr 0 r- \ O N � ootf - C� U p + ma) \ r In (DU-)r o r F- V I V F- O r7 st N f C'1 O I + M� i- tD O0 r r �:- 0 1 0. c � O r 0 r� O � t} te) M + < � U � �_ � m v y m - r N p c�i cv o r r 0.50% - T. , 299 r T=1 319L \ PROPOSED TC PROFILE SCALE O 18' RIGHT 0 T=- .81% CENTERLINE HORIZ: 1 '= 40' T=4.81 VERT: I"= 4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 PLAN SCALE HORIZ: 1 '= 40' CHANDLER COURT ALVARADO PLACE KENDALL COURT SEE SHEET 4 W53 SEE SHEET 5 R1 SEE SHEET 4 50' 9 14 9 6 6' 14 9 50' 25' 25' 33' 33' 25' 25' v z CD v i v 18' 18' 18 18 �� � � o J N W �- J 11 22 22 11 � r'- o W 7 7 8 A LO er 33 �I ~� SR s 8 � N � 'q + ++ 1n W In Of + to � � + � + + I1 tp 3 O N r (n r r M r Ln p r r t\ N � 1 ^ � �' 16 15 8 7 � N 23 NI 13 1 w C16 + ��� 120.02' 4 116.02' i N r 116.02' 120.02' 5)e+, __ _" - ___ 058� \ _ - N 00 (N 00 N89'24'03"W_ ` I I 15 1 N89'24'03"W 2 2 � � 24 �\, r I I I I • • • • • - • I C • - --� . • • • -'-' 1 1 61.91' • 72.00' 50.42' L=16.58' 3.13 _ 1.78 L=16.58 51 J5' 70.00' 62.58' '�� , 41.8 ' 4 � I 3 1 0 - L= 13 ��9 ; ��ti 4 4p'� L= 24.56' M 13 25.81' 25 o T,'P 57 6 3 27� 28 3 3 29 Z � 1 Z 53 3 54 3 55 3 56 It INTERSECTIM �-' > _ > _ � �' _ W �' 16+60.08 DANVILLE DRIVE= ^O O Os ca ^ cD cD ^ 18 18 N w p p t0 p r O r g ii �' it ii " °D 7 7 r` " it it o. 0' it - o 10+00.00 KENDALL COURT g c '� o c� 3 $ c� 3 c� 3 o W c 25' 25 o r a `3' 3 `�' 3 ,n c� 3 c N r� INTERSECTION Co o + + + � N 50 ,i � + + � + 00 10+00.00 DANVILLE DRIVE= O N N 10+00.00 CHANDLER COURT ALVARADO PLACE 12 12 12 14 SEE SHEET 5 9 14 12 12 12 R1 W53 DANVILLECnm DRIB crry 13+30.04 LLEE DRIVE= DESCRIPTION OF REVISION DATE APPROVED: 15+80.00 ALVARADO PLACE CITY OF RANCHO CUCAMONGA GRAPHIC SCALE 40 D 20 40 10 1SO TRACT 14495 .r STREET IMPROVEMENT PLANS 1x FEFT , DANVILLE DRIVE 1 inch = 40 ft STA. 10+00.00 TO STA. 16+60.08 CURVE TABLE STREET CONSTRUCTION NOTES APPROVED BY: DATE: Underground Service Alert ROF E s s o ( << t Q R L T 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3) O P o J. tiq� CITY ENGINEER � C �� L ( RCE: 24953 FORE r� Calh TOLL FREE A 110100,00" 58.00' 1 11 .35' 82.83' 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 13 INSTALL STREET TREES PER LEGEND SHOWN HEREON � �oN �<<� <"2 DESIGN �� BY RECOMMENDED B 90'00'00" 27.00' 42.41 ' 27.00' Q ALLARD ENGINEERING U� 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 14 INSTALL TRAFFIC SIGN PER PLAN o JF/ML �►�y� No. 36052 z rr�u E��pPi,� �a �r� a � 11,x" �-500 C 10'00'00" 102.00' 1 7.80' 8.92' �,� A�,,,P c 9 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS 15 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E w rri DRAWN Fontana Caabm, SHEET D 90'00'00" 45.00' 70.69' 45.00' EXp 6 30 2004 9m.M&leis Fax s09 35 17M 227-2600 E 90'00'00" 57.00' 89.54' 57.00' 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B CGR 3 of 6 INA WITH I N F CIV1�- CHECKED DRAWING NO. * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED CITY TRAFFIC SECTION RAYMOND ALLARD-) R.C.E. 30/0 TWO WORKING DAYS BEFORE YOU DIG � CA�� CITY Z-Zl -p"L- EXPIRES 8/30/04 150$ GATE D R OJ E CT SHEET NO. OF F len : M:\DWG\12103\INTRAC1\14495\STREETS\STREET3.DMI• Dote: FEBRUARY 14. 2002 OCR 46.42 VC LIitNLri Mir<K -wU. tot- is 139 28'VC P1=1708.77 P1= 717.97 42.41' 60.00'VC 46.4 23.21' AT THE N.E.C. HIGHLAND AND L.O.C. P1=1707.05 IWAN A AVENUES, 66 N. CL ET D g 9 9 g v .93' 57.53' HIGHLAND AVE., 24' E. OF CL NG IWAN AAT N W ET D AVE.E. HE N.W.C. EX STM GROUND - EXISTING GROUN 4 4 4 4� > v ?' -- to OF 4'X8' DROP-IN-BOX FOR O 18' LEFT OF 52.77' O 18 LEFT OF m m o +� / ~ ao DRAIN CULVERT SET STD. BRASS C RLINE P1=1715.18 1725 1715 CENTERLINE o to �g ~ 0 0 5 DISK. ' ►- aFF - ori ELEV. 1432.612 1710 00 59' 111.35' V 34.53• 4 .5 �� o+ o _ 06 >7.80 P1=1706.9 Mo m to o r�� m w ,.L.O.C 9 9 v ' r� r r 1 .00% 44 0 � 4 > - r _: 1 r 0 0 1715 170 PROPOSED TC 1705 w 0 ao Qi % T=2.9 % T=2.509; T o o 5.10 T=0.5090 OF a 00 m o/ n eLj 1 % CENTERUNE c� t - 7().69' C 60.00'0 L0 CID f C ± m � r� PROPOSED TC 18' LEFT OF 60.00' VC PI 1705.39 P1=1707.02 0 �� 3 0 - ENTERLINE P1=1717.02 / o o o0 1705 0- I+ C�14 1725 1715 � N °' 0 00w 715 04 1 7 .69' VC - oo N rn SUNG GROUND rte. U- 4- o o - 00 0 r - PI 1706.86 cn rn (Do CENTERLINE ,n r ao r r ro r U- i �t r cD r N to U 1 - + + Owl �} $ _1. EMSTING GROUND 9 4 g 00 r m o r m -O ENTERUNE 4 °po / T / _ P POSED FINISHED SURFACE 47i5 V) fnI lerk U- U- T=-1 .0390 /i 705 - - - a POR r M o v .pC�° PROPOSED FTNI ED SURFACE T=O. 90 V O0 > ' 4 .4 0 0 ro m O C RUNE 139.28 VC 44. 1' 52.77' 46.4 ' PI-17,0 71 m 57.53' VC I=1717.97 17.80' 3.59' 111.36' - 34.53' L.0. 3 21' g, PI=1715.10 v$ L.O.0 L.O.C. . � L.O.C. g 9 9 1705 - - T=1. 090 - __ 1'725 _. - 1715 4 4 � � 4 � � / � � � 1715 - - - - - - - - _ 42.41' r CID o m rn m 0 ,� rn cfl ca co ori O m 1 O O a L.O.C. oo c� Ui o 0 f- U > r r EXISTING GROUND ,n r r r - m t 'n m o o r w m r m g 9 9 9- � r t v o o � r mo mr r_ _ w�1257w � 1 . O 18 RIGHT OF 4 4 4 4 c) r m 0 m o r o -CENTERLINE a /m w 1715 17050.7990 7690 0.68Co-.7990 ----- -- 705 � ►F- � � / PROPOSED TC T=2. 290 �- ,� + 87%• / O 18' RIGHT OF Ilk' 00ro r o _ CENTERLINE PROPOSED TC O 18' RIGHT OF r- EXISTING ROUND CENTERLINE O 18' RIGHT OF - CENTERIJ _ E . 1705 T=1.009 PROFILE SCALE PROFILE SCALE HORIZ: 1"= 40' _ HORIZ: 1"= 40' VERT: 1"= 8' - - VERT: 1 "= 8' 10+00 11 +00 12+00 13+00 10+00 11 +00 12+00 13+00 PLAN SCALE DAWLLE DRIVE HORIZ: 1"= 40' SEE SHEET 3 12 12 Tt T>J 1 50' 3 3 25' 25' _ 7'r 18' 18' 7, SNS + r � 16 12 9 12 12 3 3 3 3 0 w 15+59.37 t3C 0 0 n °+° 1704.96 TC Z a a a 3 3 9+92.28 c� o = 9 55 W � N � � � � �_ s STREET LIGHT 15+65 DRIVEWAY 8 o `� a^o, $ N �' o `� a 4 21 12 3 "! �, u o �, a � of � n %-� �ci r� 22 _ 23 _ ♦ T1'P Qx INTERSECTION 24 1 �, Mi O ♦ f� 1� f� 3 1 �c � � o � °O o � pr- It N x A F4 3 + + + 10+00.00 CHANDLER COURT 2 4oB O x 2 13 00 10+00.00 DANVILLE DRIVE V, L=18.79 ,38.21' 21 C 984'Ir- S2. 20 � ° T1'p x 3��� 1 TYP g 1 05.33 7 6 13 5 5 F 2 DRIVEWAY S � D NEW _ r39.611 4 h w 6 � G 10+06 C DRIVEWAY oP� a� 10 2 1 N 7 W=16 16+29 DRIVEWAY 56 1 05.52 �� L= ,�� 4' ST 53 • 12 _ QO'35 5 "E 12 6 29 D NEW ,w=16' � 5.95 6 v, LO D 2 10 STREET LIGHT 9 W 16' J �. h _ 1 C4 FS p - 0 0 - - 4 -J 0- 10+33 00 Lq 15. F �O0 E DRIVEWAY 12 F ���� �� `�' - 2 1 NOQ'35'57"E 6 ` l DRIVEWAY 12 10+33 DRIVEWAY N F s 45.61 L= W - 12 W=16 1 06.63 4.61' (; • h 19 6 A r`� w C 2 W=16' 26 1 ° FS \.s - 10 E STREET LIGHT 11.78' S7 • It INTERSEcI - --- 1 10+97 DRIVEWAY 13 18 10+00.00 KENIaALL COURT= L=4p 8 ' 23 28' 125 L-41.45' 18 4j' 4 N 16 17 ,6+60.08 IaAl,MLLE DRIVE _ 12 4 3q"30, 3 W=16' 0) TYP 000 a Q L= H Z L �' `� '� Q ® 1 13 2 25.29' 11+00.71 EC �' io w - g 3 12 9+94 DRIVEWAY cv TYP 1705.95 TC g g '�' o n o it r n W=16' cV C� 3 3 � 3 o Q ♦ N 00 C♦ o O + 0,4 Q Q ¢ Q o � �3 3 3 3 1 18' ,6 12 12 12 c� it �, n 8 3 3 3 3 SNS w 0 7 7 o o, X 25' 25' N + + + + 50' o x DANVILLE DRIVE SEE SHEET 3 CIN DESCRIPTION OF REVISION DATE ,�PRo�: CHANDLER COURT KENDALL COURT CITY OF RANCHO CUCAMONGA STREET CONSTRUCTION NOTES TRACT 1445 ri1 -CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE STREET IMPROVEMENT PLANS 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 CHANDLER COURT 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 STA. 10+00.00 TO STA. 11+79.00 6a-MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) KENDALL COURT CURVE TABLE * 9 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS STA. 10+00.00 TO STA. H+79.00 R L T -�l< G_ - Underground Service Alert A 1 10'00'00" 58.00' 11 1 .35' 82.83' 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) APPROVED BY: DATE- Underground 90'00'00" 27.00' 42.41 ' 27.00' 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') GRAPHIC SCALE P NFESS/ E�S otic` CITY ENGINEER b;�,( �L( C ;�( t 1 \� � � ( �� RCE: 24953 9 FORE Y � �� � � � DESIGN Prepared By. REC ED ' Calk TOLL TREE C 25'00 00 102.00 44.51 ' 22.61 13 INSTALL STREET TREES PER LEGEND SHOWN HEREON '0 � 20 40 °D 100 � -�� �� � o o � Q � c� ALLAAD ENGINEERING D 15'00 00 112.00' 29.32' 14.75 No. 36052 JF 1-800 E 14 INSTALL TRAFFIC SIGN PER PLAN _ - z r �� » > 209'59'58" 38.00' 139.28' 141 .82' m DRAWN �51". "'�'"'P SHEET 15 PAINT STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E IN FEET ) Fontana �u°""a an39 F 90'00'00" 45.00' 70.69' 45.00' °� Exp.6/30/200 30 2004 BSB 3%11315 Fax(mg &W17 a 227-2600 G 90'00'00" 57.00 89.54' 57.00' 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B i inch = 40 ft,. p' �� CGR 4 of 6 H 10.00'00" 102.00' 17.80' 8.92' * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION TF CI V�L F��'\P CHECKED R,TM� p � R.C.E. 36052 DRAWING No. TWO WORKING DAYS BEFORE YOU DIG CALF CITY -,_ 21 _o'L EXPIRES 6/30/04 1W$ DkTE I-warner PROJECT SHEET N0. OF \UYK:\i11W\INiKACa\14aYD\Jl Nttl \JINtt N.11Wli Dab: FEBRIYRY 14, 2002 COR BENCH MARK NO. 148-B AT THE- EXISTING GROUNDHIGHLAND POR. OF v t - ETIWANDA A ENU S 66' N. CL C)�- O 18 LEFT OF o - - ' 42.41' 0.00, V HIGHLAND AVE., 24 E. OF CL 42.41' _ o CENTERLINE �_ E N.W.C. _ - - L.O.C. PI=1689.06 - (n _ ETIWANDA AVE.A ETI VEAT L.O.C. r POR. OF -� w OF 4X8 DROP-IN-BOX FOR 9 3 U + o - _ 41' 0.00' VC / + _ 54.98' - V SS RAIN CUL POR. . OF g 9 4 4 4 V co a0 ERT, SET STD. B 4 4 4 4 (0 O.C. PI=1705.51 U POR. O L.O.C. DISK. v cv r / ELEV. 1432.612 Po.o 85.00 o ~ $ - :)OR. OF X2.41' 3 9 3 ,,� so.00'v 9 9 9 9 c, _ m a9a r 4 4 4 ►� �6 -EXISTING GROUND PI=1725.6 4 4 4 N N O N O 0.00 VC L.O.C. 0_ r U v v v o rn U �o 6- O 18 LEFT OF v .�. U tV. r o N + v I-1701.66 , w �a 1n w p COv rn - c� r CENTERUNE v o0 E- �-o oo u? CO ,' (D _ 4 4 4 4 I 'c?o ✓ > o0 000 "� N i _ _ r r� o } U m N �-O tD I� M CO COn pr W C.� 1v- FU- t7 N O+ O M pj t� �D N m v t O O Uj 4 4� � � � r 00 O � ^ 4 OD z � N �� � �� O .- +N r � e O 18 LEFT OF (D O 00 00+ `� °° rn U U o o N c0 �`" .� + z cD t o w P POSED TC o O - o O °' rn`- •• Z) v o UD (ON t°> o ,ri �i Ki ►� PROPOSED TC r ,,� / CIENTE LINE O 18 LEFT OF °D N N O o o + C-4 i 0o T _ _ } ►� o r r O 18 LEFT OF o0 o m N T-5.25% C UNE o cD + o + r _ �` ' T=0.86% (0 (D + II T=-0.52% o T=1 .31% to o �? oo r (n .- CENTERLINE + a r- T=4.80% o o� o r� =5.15 o y / >T-5.131"- Uj ° O Z 60.00' VC o + + c° T=1.79% It = 1.00% v� a ocr-- 1680 LT. 137 J --� � Q � PI=1689.03 v w <v �� a ,,.�v o+o � Z a �- w =4.81% CL O 60.00' VC +� J J o PI=1705.48 w _. 60.00 VC Q a > oo ,.� M EXISTINt; GROUND ¢ J v / PROPOSED TC 60.0 ' VC © U � Z PI=1685.03 U -� -� �- LL- o 00 O CENTERLINE > > cn O 18' LEFT OF P1=1 25.62 0 EXISTMG GROUND U U o o o c0 a z w LA_ > o N o o O ,--o o > k6% CENTERUNE -- O CENTERLINE � I I o o N + 60.00' VC Q o > o �_ o ' o 'i• r Nr r v p o0 6o + atlf` 1 m (n o r (n + N + r } m o o N o + - (0 PI=1701 .63 > _j o �` ao coo D(1STiNG GROUND N o ti COr03 r + N+ 04 r O CENTERLINE li o °' �°' 0ju 1730 1 ) o � r i+ + o- + � (D � oM Z (n O N 't �t + N r,) O 00 OQ�O (D O O� r - : w o + ao PROPOSED FINISHED CC77 _ - o 0 0 r _ _ _� + om � + 00 N - 4.()3% SURFACE O NTERUNE m Ii. oo , ,� N / ++ o(+D v - (`rCIO_11- / POR.r OF _ o + o / PROPOSED FINISHED o � � � T=3.88 ' +Q 42.41 fi0.00 VC U $ 6 � P- SURFACE CENTERUNE' w - ° L.O.C. P1=1689.06 v p}- �� i v ov ! #6�" POR O - 42.41' g 9 9 v cv f.. o POR. OF _ ~ � 60.00'V 16}80 POR. OF 4 4 4 �>, ~ (n0 +� '� .4 i fi0.00 VC o c0 +° ►� _ - - - - L.O.C. U (0 0 N P1=1725.(5 L.O.C. 60.00, U �� N 42.41 . O.C. PI=1705.38 v r r - 9 3 g 9W ►- oo ro OR. OF L.O.C. 3 9 9 >- + 4 4 9 w PI=1696.06 4 4 4 4 ao o rn rn r 0.00 VC PROPOSED FINISHED v rv- v U • N O N / (0 4 4 4 4 ►� r� 0 r o o-+ 4 4 4 4 U U U v rn r� �� 0% - 1=1701.66 m V U o o I'Ar6� SURFACE O v m ►i n , > o �-- m r- _ t _ - - CENTERUNE o rn o U m O r Q M Cs�- r r t� U O^ O 00 1U O to O r tD r O X 690 RT. O (0 r- (0 (D U F- r. (0 r r r 1730 . z (0 o N + "t ,� co cDv U ° EXISTING GROUND > v � o ro EXISTING GROUND rn � o 0 (D o r<i N 00 00 m O 18 RIGHT OF m y F- o o N ,� o r r+ O 18 RIGHT OF to � O N 00 0_ F- O O n O O r .-cp N m (0 00 + (0 =5.25% CENTERUNE o v o <r � N o r r `. CENTERLINE 0> (D N / (0 (V r 1O 9 O r Z V - v (n r T i / T=-0.86% T -0.52% o + oU ►� + v � '- T=1.3190 _ w U rn o m r � �- W - _ _ � � _ Q r rn T=5.159: T=4.80% PROPOSET3 o + T 1 .31% ao T=5.13 1680 RT. 0 18' RIG O!' _ o(c, o -. ,ri o T=-0.50% CENTERUNE =4.81% _ _ �(0 � 00"3• _ _ +:� 1 k6� _ _ _ _ _ _ _ _ _ _ _ EXISTING GROUND P -POSED TC ' PROPOSED TC . . . 0 18' RIGHT OF PROFILE SCALE O 18' RIGHT OF 18' RIGHT OF _ CENTERLINE : _ C NTERUNE CENTERLINE HORIZ: I"= 40' VERT: 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PLAN SCALE SNS SNS WILSON AVENUE CONTRACTOR TO VERIFY HORIZ: I "= 40' 16 8 8 16 16 16 1s 16 g SEE RANCHO ETIWANDA ® PRIOR TO CONSTRUCTION 9 SEE SHEET 2 7 7 9 9 SEE SHEET 3 STREET IMPROVEMENT PLANS SPLIT REIN DRIVE N DANVILLE DRIVE Q Q Q SHEET 11 OF 21 {U�JJ U J J _ (�� U - M Z U _ U J J (�� U 603 w3 603 �3t DRAWING N0. 1803 W P e F La_ � W R e U � F� O � O � � O C 7 � w F- U � F� W � La_ ® it' > > > > W � e cn 50 N p 0 o a Ln II o (n 50 N N 101 O t0 tG O f-r- O N CO J O O C-4 Z > Z > p J N J N N ap io iD io 0 ip O (O�O pip rpmpp 25 25 "� �n m - o _ �n I 4 � G t 25 25 � g n it it n o e' r; 57' 44' f- jw f0 cC(D ' w V +m p + w cV W C, �A (A c3� 3 C� 3 C� 3 (3� 3 (A(lf t�N , r , + + ^ 18 18 + °cS te a° U o o^ 18' 18' QO r N o � N _ 17 40 32 . 12 N N 7 7 r-r F- - N J �' �' N 7' 7 N t+0 r- � N U-) v N U II U II N (n r- r r- w 3 3 3 r Co 0+0 M O C. IN i tKbtt;1 MN � ICON Z 19+76.00 ALVARADO PLACE= 40 30 29 �o �N 15 14 13 12 „ 94 Og AVENUE .4- m o� U TYP 33 �, rr I Zzi 74.28 75.80 74.40 65.5290.00' 00' 85.00' A!!b� /, • . tx N N00'305�57"E 2 1 13+00 N00' 14+00 N °° 2 1 15+00 A �10`L�° 10 ��O�� 0 5 A 17 0 N00'35'S7'E 18+00 2 1A 10 19+0 6 20+00 Itrn N + °° 2 00 2 A F?63 ��� 6 ,�'10��� A _ N 2 11 90.00' 3 120.00' 80.00' ���8, 5 74.28' 75.80' 74.40' 65.52' a\ W 4 Q, 3 55°� `'� 3 13 4 Z TYP = 41 _ - 52 �, 53 (� (� 3 8 �, 9 10 WQ WQ 11 F- p W PC! ( pre R)e C7 O O °o N � � � F- WU F- O � F W FV- �_ � > > 00 � O cC O f 1 - O r-•- O N N N of Z > �t Ln Z > g N N N tD Q ♦ -� N p p - � --j p O p O - 1I O �- 8 O t U _ p _ 1A� O 8 �(l�! U_ �p U_ pOH� QOM M n r- �iw1 ^ tp (� Cf + m p + m p N p Os O w C� 3 3 + CIO 3 � 3 w p W n { + + Q� I + °�(°g + Q�a3 U ao U + + r� Z + + t� O co �d W + r ! M J N J U.) � w•) M � m � (n � � � N � � 17' 4O' 32' 12' r r r r V II U II r r r r + + + + 7.1-18'- 18'_ 7• 3 3 7, 18 18 7� '� co 00 25' 25' g 16 7 7 25' 25' 57' 44' INTERSECTION 50' INTERSECTION 50' 9 1 s 16 16 9 16 16 14 9 101 ' 12+90.00 ALVARADO PLACE= SNS 8 8 15+80.00 ALVARADO PLACE= SNS R1 13+27.10 SPLIT REIN DRIVE SPLIT REIN DRIVE 13+30.04 DArMLLE DRIVE DANVILLE DRIVE WILSON AVENUE SEE SHEET 2 SEE SHEET 3 SEE RANCHO ETIWANDA ALVARADOPLACE STREET IMPROVEMENT PLANS CITY SHEET 11 OF 21 DESCRIPTION OF REVISION DATE AP ROVED: DRAWING NO. 1803 CITY OF RANCHO CUCAMONGA STREET CONSTRUCTION NOTES TRACT 14495 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) STREET IMPROVEMENT PLANS 1A CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE 11 REMOVE EXISTING WOOD BARRICADE ALVARADO PLACE GRAPHIC SCALE 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') STA. 11+55.00 TO STA. 19+76.00 40 ° 20 40 D0 1°0 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 13 INSTALL STREET TREES PER LEGEND SHOWN HEREON 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 14 INSTALL TRAFFIC SIGN PER PLAN APPROVED BY: c RCE:: ! �� Underground Service Alert - _ - � ,_ _ "STOP* QRpFESS/oti CITY ENGINEER L �� t,lcCtt � 4953 FORE Y ( IN FEET ) 5 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA SYD PLAN 106-8 15 PAINT STOP PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND .024E �� oNpJ. -qq� 1 inch = 40 ft. 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B �l F DESIGN �� By. REC ME o CO TOLL FREE 6 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) � -i y 2 �3 Q AUARD ENGINEERING 17 PAINT DOUBLE YELLOW LINES PER CIN OF RANCHO CUCAMONGA STD PLAN 133 o JF 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 304 AND 305 - z CmI Eag;o"� zBaa .a Lad> 1-800 0 No. 36052 m �� A�� CURVE TABLE 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION n DRAWN Fra r 1,�, " g SHEET 1111 227-2600 Q �_R L T EXp.6 30 2004 CGR sm35&1815 F"19D9 nes 5 6 A 90'00'00" 27.00' 42.41 ' 27.00' ' 9 INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT STANDARDS s� �I of CI V�L\ � CHECKED DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG OF- CAS CITY _0Z-1L I_CQ EXPIRES 6/30/04 J. AL R.C.E. 36052 1808 DATE PROJECT SHEET N0. OF FYen°rne: M:\DWG\12103\MW-Cf\14495\STREETS\SIREET5.DMG Date: FEBRUARY 14, 2002 COR