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HomeMy WebLinkAbout2125 J 1 GENERAL NO TES: 1 STREET IMPROVEMENT PLAN FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE. WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE PROJECT { FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. LOCATION '- T R A C T N 16867 . ALMOND ST. '•. � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE 4� HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT HILLSIDE RD Y, AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED WILSONAVE. '`-1 I + IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL 210 FREEWAY 1 BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM I N T A G E D R I V E 70TH ST. HIGHLAND AVE. � a � HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. is 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING WEST OF ETIWANDA AVENUE BASELINE RD. 0 a DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. FOOTHILL w. t k 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL .BE SET AT ALL ARROW RTE, HINGE POINTS, EDGE OF PAVEMENT POINTS WITHINFOOT SUB-GRADE ELEVATION AND AT NOT MORE THAN CITY OF R CUCAMO 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKESS R MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT N S 8TH ST. WARPED OR VERTICAL CURVE AREAS. 0TH ST. 5 s 3 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ;F 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND 10 ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTEDTO THE ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. VICINITY_ _ _ MA__ P_ 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL NOT TOSCALETESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER CONSTRUCTION NOTES FOR STREET TREES: � LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. R 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE J�TREET TREE QUANTITIES STRUCTURAL SECTIONS. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE STANDARD PLANS. STREET NAME BOTANICAL COMMON MIN. GROW SPACING SIZE QTY. bench Mark: SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN ACRONOMIC SOILS NAME NAME SPACE VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF QUALITY BETTER THAN THE NATIVE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL B.M. 10059 Elev. 1507. 031 MATERIAL. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. SET 2"BRASS DISK IN CONC. HEADWALL STAMPED "CITY OF 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR EUCALYPTUS --REB-PUT USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR 3. ALL STREET TREES ARE SUBJECT TO INSPECTING AND ACCEPTANCE BY ETIWANDA AVENUE ,�- RANCHO CUCAMONGA BM 100891987 AT SOUTHWEST FULL PAVEMENT WIDTH PRIOR TO PAVING. THE ENGINEERING .91�AAk ti$QUlLCS OEPARTMENT. 51D 1�[L OX Y L ONeAmAEDULENSIS 1R0 N 6A RK `�" " O.C. 5 GAL. CORNER OF SUMMIT AVENUE AND EAST AVENUE. 13. ESTIMATE OF QUANTITIES IN PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ONLY. 4,Q ' S4 PLATANUS ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. VINTAGE DRIVE. LONDON __$_, •�4 O.C. 1.5 GAL. -�BS-' 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE ACERIFOLIA PLANE TREE LEGEND CONSTRUCTED AT EACH INTERSECTION. GED OF SYMBOLS. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF CORNER OF KO E LR,EUTER t A C1 IN ES E6• 40' 15 GAL. FS FINISH SURFACE ELEVATION HP HIGH POINT ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS FG FINISH GRADE ELEVATION GB GRADE BREAK SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ETIWANDA AVENUE/ GRA --5-- -31E" 0.C. !� 6 NG NATURAL. GRADE ELEVATION TC TOP OF CURB ELEVATION 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THRoucHour VINTAGE DRIVE E31 P 1 N N ATA FLAME `GREE INV. PIPE INVERT ELEVATION FL FLOW LINE ELEVATION CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TG TOP OF GRATE ELEVATION (403.89) EXISTING ELEVATION 403.89 PROPOSED ELEVATION 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO EXISTING SURVEY MONUMEN TA TION: 403 PROPOSED CONTOUR ELEVATION THE START OF CONSTRUCTION. S SEWER LINE 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL 1. 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS ❑ CATCH BASIN UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL O MANHOLE OR CLEANOUT INCLUDING GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: O ATRIUM GRATE INLET 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. NO MONUMENTS EXIST IN THE CONSTRUCTION AREA. 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). ___ _ _ ST HEN L. L 5133 LAND �, s • PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE No. 5133 REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER Exp.6/30/07 COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. ;+ 1, PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE OF CAL�F PLAN INDEX PRI VA TE ENGINEER S NOTICE TO CONTRACTORS PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF ,SHEET Np THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE TI TLE SHEET COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF PROVIDED TO THE CITY. ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY INDEX MAP, NOTES AND DETAILS 2 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND STREET PLAN & PROFILE - VINTAGE DRIVE 3 J THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, STREET PLAN & PROFILE - VINTAGE DRIVE 4 REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SIGNING AND STRIPING PLAN 5 ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Q�oFESS10'A UTILITY PURVEYORS: o s UP G') 35275 z m UNDERGROUND UTILITIES & STRUCTURES ELECTRICITY WATER. CABLE * Exp rap3 RVE7 ST(LEET TP-EF- SPECIE-Si ADDED DR1U10•11•11 ! ' 1 l SOUTHERN CALIFORNIA EDISON CO. CUCAMONGA VALLEY WATER DISTRICT MARKS CABLEVISION APPatDACI}r�, �R�LDCATEO �T. TR�ES� s�►. 3t4,1'ER D 201 - 3 - -� �\P THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 7951 REDWOOD AVENUE 9641 SAN BERNARDINO ROAD 10808 FOOTHILL BLVD #120 CIVIC- CITY STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF FONTANA, CA 92336 RANCHO CUCAMONGA, CA 91729-0638 RANCHO CUCAMONGA, CA 91730 �ID�F CDESCRIPTION OF REVISION DATE APPROVE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 1(800) 655-4555 (909) 987-2591 (909) 987-6275 /� NO EXISITNG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CITY OF RANCHO CUCAMONGA Q CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO S ROFESPROTECT THE S/pN TILITIES SHOWN, DIS SEWER TELEPHONE PROTECTION OF, AND ANY DAMAGE TO THESE L NESEOR STRUCTURES.FOR THESOUTHERN CALIFORNIA GAS CO. CUCAMONGA VALLEY WATER DISTRICT VERIZON STREET IMPROVEMENT PLAN 216 N. EUCLID AVENUE 9641 SAN BERNARDINO ROAD 1 800 483-3000 ~ z "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE ONTARIO, CA22 336 RANCHO CUCAMONGA, CA 91729-0638 ( ) ExP j3ojo7 VINTAGE DRI VE RESPONSIBLE FOR, OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES (909) 9.87-2591 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING � of�AL,���`p TRACT N0. 1686 7 AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." RQw2007- 4 TITLE SHEET APPROVED BY DATE OWNER: GEOTECHNICAL ENGINEER. DEVELOPER: CITY ENGINE R.C.E. 24953 QUANTITY NOTE: Underground Service Alert Call: TOLL FREE Nous mfe & Ie4 kC L/CO OL ILL�ML/1 T /NC DESIGN T A.P. RECO DED THE ESTIMATES OF IMPROVEMENT QUANTITIES � 1 -800 �� I��°S��Ytt% �� S P Q I AS SHOWN HEREON ARE 9952 S. Santa Monica Blvd., Suite 200 1403 North Batavia Street, Suite 115 2222 Newport Blvd., 2nd Floor 500 Saint Vincent PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN 422-4133 Beverly Hills, California 90212 Orange, California 92867 Newport Beach, Callfornla 92663 DRAWN Irvine, Callfornla 92618 SHEET INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN Two WORKING Days (949) 200-7223 FAX (949) 200-7253 (714) 744-9760 FAX (714) 744-9750 (949) 200-7223 FAX (949) 200-7253 T.A.P.. (949 387 035 FAX (949) 387-7534 of J INDEPENDENT ESTIMATE OF EARTHWORK AND IMPROVEMENT QUANTITIES BEFORE You DIG R.C.E. NO. 35275 AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). CHECKED THOMAS A. PE RSEN Exp. 9/30/07 DRAWING N0. CITY DATE-A 17- I RLE NO. 2125 PROJECT ' SHEET NO. __1__ OF 7__ k C ; t i` Y 1-4 y 5 SIGNING A STRIPING Lo ---------------------------- ° 49+00 50*00 57-1-00 41 52-1-00 5,3+00 54100 55+00 � 12 56•1-00 777 ----------- 5,57C D R N T A G ARAPAHO ,59-f-oo 67*00 61444.60 SHEET J 9 SHEET 4 c4i 4 10 T R A C. T N 0. 1 6 8 . 6 7 @ �x SCALE:2 1 0 F R E E W A Y HIGHL D AVENUE N D E X M A P 1"=50 24, A.C. PAVEMENT FEATHER PROPOSEDAV'T SECTION, SEE SHEET NO. 18 PAVING NOTES New Ex. 1988 EguestrBan44' EXIST. Easem eat 4' 4 ' 4 ' AV'T STI 9 9 N. of AEggaho ' N. L LA A APPLY ' 7' 9 of rap ah o ' . CONSTRUCTION NOTES AND AT AND FEATHER -�� 1 A.C. AVE NT TO MAKE O SMOOTH Proposed - � &—CONSTRUCT A V " CITY A U A A T NO. 100—A Equestrian Fencing ExB tin Equestrian Trail ( ALN T A 10). F Proposed0CBr Exist. xBtB PA VEMEN T JOIN DE TAIL Equestrian TraBx CURB & GUTTER PER Y . l pray n t Equestrian Fencing �, NOT TO SCALE Proposed xB tinQ__CONSTRUCT4P.C.C. SIDEWALK ITY OF RANCHO CUCAMONGA STD. NO® 103. — 5,700 SF BikelanelSidewalk Sidewalk South of Arapaho UT " . . . II< LA I ALK 7' WIDE PER CITY OF RANCHOA AND ETIWANDA SPECIFIC PLAN. 1,750 SF Ebwanda Avenue 0—INSTALL T LI LUMEN N V). INSTALLED UTH CALIFORNIA Looking North PAID AND COORDINATEDY DEVELOPER. 11 EA. No t to Scale &—INSTALL T E TABLE AND CONSTRUCTIONNOTES FOR STREETTREES ON SHEET 1 TABLE U T I TIAL t1tE A ITIS A UCA A . . 1 1 =1 ' X '). F CITYTYPE 1DESCRIPTION OF REWSION UATE 7 TRUCT ACCESS RAMP (SINGLE) PER CITY OF RANCHOU A N A STD. NO. 102. 2 EA. A TU VARIABLE CU UTT " TO 10"), COBBLE CURB IN RETURNS. ' PER CITY OF RANCHO CUCAMONGA STD. NO. 1 110 LF JJ 1' 11' 22 9 ' 119 19 (D—SAWCUT AND REMOVEU AND GUTTER115 LF STREET IMPROVEMENT PLAN 49 49 0. ' .1 9 @__SAWCUT V A.C. PAVEMENT SECTION.. 300 SF VIN TA GE DRIVE 2. 1 SlopeMax. � � 1 ,.:• 1,7�__ 1.7 ® 1 /®p x. 11 I XI I V ENT TIL H . . TRACT NO. 16867 NOTE ; ACIA , Proposed REVISE TKE5F. PLANS ACCORDINGLY L41TH Cf:A17&ALINCE STATION6 s 1E Tfta E5 INDEX SECTIONS & NOTES MAP, Curb & Gutter -7 RELOCATED/Rr.-MOVEb AS NE-EDED® OR 14 A ° Proposed FES APPROVED BY D A TME Underground Service Aleri Sidewalk t RE 4�97-, 5 a IENGINEER Calk TOLL FREE U') DESIGN RECOM IF 1 -800 Vintage Drive 0.357 T.A.P. 422-413%3 NOT TO SCALE Exp. /30/07 500 Sa t n_ t _-______ DRAWN 8 SHEET AY T. . CIVI . (94 li i 1 TWO WORKING I 38 FAX ( 4 ) 387-7534 2 OF 5 BEFORE YOU DIG OFF C R.C.E. N . 35275 1 THOMAS j,, PjT SEN Exp° 9/30/07 EX. NORTH TOP 01 8" CURB Bench Mark: ___---- (-0.507) - PROPOSED NORTH OP OF 8" CURB B.M. 100 89 Elev. 1507.031 -----.__ -O.529' SET 2"BRASS 0/SK IN CONC. HEADWALLS " TAMPED CITY O 50 -0527o OF RANCHO CUCAMONGA BY 10089 1987"87 AT SOUTHWEST o o �' -0.559' CORNER OF SUMMIT AVENUE AND EAST AVENUE. � � o Cd v 00 cfl v �' p coo V o C) rn Q) m -0.527 fo Qo h 00 �0 Lr) N O145G- oi � L0 O O o IQl CIL EX/ST. FIA SURFACE � c� I� Q v o N LO 0 0 0 L=69. 0 co cV o Q O o 0.509') _ . _. �'' h c,, d- + 0. LLro C. ^- • L=65.90' Q) -o.527 �' CIL FINISH SURFACE ' o • _.- - __ N � ►� CN � aim O _.Q EX. SOUTH TOP Q W Q o rn �; o �; + `�' `° O o o - W �,, - - - _ v OF 8" CURB `'' � z � �'' ``' � � Q o ° rn oo' CIL EX/ST. ►� oo `� �' Qtr) LU ^ o + GROUND LINE o �,- o Lr, h o 0 __-- -0.509') �' c� Q Q 0i ___--- --- -0.527 k.: cn N- Q - -0.53 o -0.527 PROPOSED SOU FH TOP OF 8" CURB � W Qs o v -0.507 o O �i o �' -0.527 m Q , �� I' r\ op o h I^ � ^ Q �� � moo �o N V O Lo N LO V O 'q- + O rj Op' I 00 CJ N � h 0 co L=65. 0' 1-4h ° `n o 0 0.C. c' col L=69.40" Q � v' h * CONTRACTOR TO R/FY ELEVA T/ON 0.C. Lo Q PRIOR TO CONS TR CT/ON. Lo HORIZ. 1A=40' 47+00 48+00 49+00 50+00 51 vERT. 1"=4' +00 52+00 53+00 54+00 55 +00 CONSTRUCTION NO TES: 10--CONSTRUCT 4" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A (SEE GENERAL NOTES 9 AND 10). 2a-CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 11 4 4 3O--CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 103. o �rn / oN, I 4O--INSTALL STREET LIGHT (5800 LUMEN HPSV). INSTALLED BY SOUTHERN CALIFORNIA EDISON, -o I I PAID AND COORDINATED BY DEVELOPER. d W Q _ r _ _ N, O5 -INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1. / / r� r� ( J\J J J _J J � 4 � Q--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH� W TYPE R- � � STD. PLAN N0. 101 ('X' AND 'W' PER PLAN) ' 1, PER CITY OF RANCHO CUCAMONGA ^•- 11 JOIN EXISTING PAVEMENT PER DETAIL ON SHEET NO. 2. Al- EX. R -- �w 3 5 T yp1 TRACT B 5 _ Y� 3 NOTE. ,...: 8" CF 2 8" C.F. • ' INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS IN THE 48100 .Z 1 1452.68fZ 1452.F. 8" F �- --_ O EX/STING 49+00 A D C. .;.. ;',; ,",„.>> :• --.. Z PARKWAY ON VINTAGE DRIVE, PRIOR TO PUBLIC IMPROVEMENTS DRAI�/NC N�ROLEX-NTS PER ``d N8925'41"W 50100 145L85FL 1 8"c F BEING N T - 1688 451.32FL ' G ACCEP ED BY THE SHT 8" C.F " CITY. 5 pf-5 ' 51+00 F 0 96fL N 1452.88FL 8 C.F. 145 . 1452.20FL C 8"C.F. N8¢52'O¢"W 52+00 ILLF ~ r1 ?� 1451.85FL 53100 1 54+00 1449.39FL 8" . 55+00 �w 1451.32FL E 8" C.F. N8925'41"W W EXIST. 36" R.C.P. STORM DRAIN I 1450.96FL 2 ;,.: . 8" c.F 1449.(CITY OF RANCHO CUCAMONGA) 5 f GRAPHIC SCALE5 (� I 1 3 ao o so 40 0 Typ, 501 80 180 Cn 7�i '' ' c".•.�. o Tm• 3 0 3 5 0 5 3 o R/W 3 5LQ d o ;!; o Q v d 2 �' T Tm• v o 3 5 10 ( IN FEET o o Q CO v N N , m• o To. T v E a0 cn of J r,� h oc.� ^ y,:� Q V yp• 1 inch = 40 ft. '� j �'� + 4 ^ a, 5 1 fir, Q ! I U II Or II o� v� ^ II h I ^ + W `� �c `' v °j I I h h ac + -I- 6 ;� 7 0 �p F E S S/0 pcn ±#j Q Q Q Z Q m Q '� W Q h ci Q h �i h Q� Q.c^o' o 8 ��PC' Fl�gl V C� - Q io C4 �o W Q W it ~ � �� (n V- � � � � � '� Q 4 Q QZ � __III II h t Iit QCiZ II IC�� m� � �i� (0C0 (n (03 �� ��-' � � �n `° d m c~ j 35275m33' 6 4 6 6 6 6 6 y * .sr3nr1) * ADDED DRI VE APPROACHES & REL OCA TED 10-3-11 STREET TREES PER DRC 2011-00032 •z.)I • 11 ' 22' 22' 11 ' . Al Al 1 1 1 4 1 6 4 © `�q� CIVI�F��\P CI c� DESCRIP77ON OF REV1S/ON DATE TY 0.5 4 4' 0.5' T R A C T N 0 7 6 8 6 7 1 APPROVE LEVEL LINE CITY OF RANCHO C UCAMONGA 1/4": 1 ' 0.13' 1/4"; 1 ' � A. PFT :iVIN � �� ��' STREE r T /MPR0 YEMEN T PLAN 3 W ".sNo.35275 z 1 3 * Exp.9/30/07 * VIN TA GE DR/VE 2 * R=60 2 �/ TI=6.0 cn\. ! TRACT NO. 16867 CURVE DATA STA. 69.64 TO STA. 55+00.67 VINTAGE DRIVE 0 DELTA RADIUS LENGTH TANGENT APPROVED BY �. NOT TO SCALE A 4'33'37" 850.00' Underground Service Alert CITY ENGINEER DATE a 67.65' 33.84' F R.C.E. !2249"5367t0 B 4'33'37" 850.00' 67.65' 33.84' o Call: TOLL FREE pEslc C 4.33'37" 828.00' 65.90' 32.97' J 1 -800 N T.A.P. SPOR REC p R-VALUE IS TO BE DETERMINED BY SOILS o * D 4'33'37" 872.00' 69.40' 34.72' 422-4133 455 Puesta Del Sol ENGINEER AFTER THE COMPLETION OF GRADING. DRAWN Arro)v Grande, Callfornla 93420 SHEET In E 4'33'37" 872.00' 69.40' 34.72' r TWO WORKING DAYS T.A.P. (949) 3 7- 5 F 4'33'37" 828.00' 65.90' 32.97' BEFORE YOU DIG 3 OF 5 N CHECKED R.C.E. N0. 35275 DRAWING N0. N O CITY THOMAS A. PE RSEN Exp. 9/30/13 r,� DATE--/O/t-..7- 1 RLE NO. 2125 0 N L=194.48 m L=101.23' 200' VERTICAL CURVE L=54.88' 0.C. 0.C. p W cv 0.C. v P.1.=1447.41 (T1= 0.599; T2=+0.557) c.i v � EX. WEST TOP Ben ch Mark: oo' v o v rr °� v � �i ? I, o N I� m L=88.07 �; � �4 � 9,4 W » + o0 o PROPOSED NORTH o o W 4 4 '< OF 8 CURB B.M. 10089 Elev. 1507.031 � p o 0o cfl o O.C. rn � o Qs o °� TOP OF 8„ CURB °j O V v rn o Q ~ o V � � p SET 2"BRASS DISK IN CONC. HEADWALL STAMPED "CITY L0 � + o h o h o p -� V > OF RANCHO CUCAMONGA BY 10089 1987 AT SOUTHWEST Q' i �' N ") o+ o N Cpl- 1 ~ d-CN rn CORNER OF SUMMIT AVENUE AND EAST AVENUE. -0.527 ao LO ad N Q �o d. Q a6 / lAgin -0.50 � N iV� (11) -0.507o ~ V - Z -0.537 U' � " i " � " � � ( ' 9' L=189.57 0.70 m o W c; L=103.92' 200' VERTI AL CURVE Q) r 0 L o L CN m 0.C. P.1.=1447.28 (T1= 0.597• T2=+0.557.) c� opo' CO + rn L=90.41' W `p° c� �.' oo o O.C. rn o o r\ d' O Oo � h O O r� + Q rn CSL FINISH SURFACES oo I� "� �'o+ o `�' ``' I\ o -� `'' " d-``� Q co cfl co Q -0.527 ~ d- N `° Q � cn o o `'' Q � o �� � QN Q � Q � ^ Q ted. �. > -0.509' - d-^ I; L=1984.6 ' 0.529' ; � " � " Loll-� � i ^ cam ^ � 0.707 0.957 -� \` � 7q) CIL EX/ST. CN FINISH SURFACE C-16 0.C, o W v L=106.61' 200' VER AL CURVE ' � L=43.86' C. `O o CIL EXIST. m 0.C. v P.1.=1447.41 (T1= 0.599; T2=+0.557 Qs + `N / L=92.75' v ) '� W �4 914 9'4 9'4 co \ + o Q; GROUND LINE o ai L4 � Q o o 3 W h o o + rn po QL O.C. rno � o I.') o v �i • z + o + o o I, v O Q o� of � � o o p N h o O Id. � d- + o + v + v rn h co v o p I. o '� " o `° ►� (n Q rn ad rn rn �' o o o cfl �o N oo L2 00 -0.527 - _ d' ,� I, d- d- Q � Cr -0.509 �i - . ^ �' ^ � � �� � � ^ � � � ^ i 0.539' I; � co co co EX. WEST TOP Lo co------------ v, 0.707 289J OF 8" CURB PROPOSED SOU H TOP OF 8" CURB *** CONTRACTOR TO ER/FY ELEVA TION PR/OR TO CONST UC TION HORIZ. 1A=40' VERT. 1'=4' 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 CONSTRUCTION NOTES: lO---CONSTRUCT 4" AC OVER 4" AB PER CITY OF RANCHO CUCAMONGA STD. NO. 100-A 4 (SEE GENERAL NOTES 9 AND 10). s !! O2 -CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. NO. 104 r » IV l J �/ I i " !j O--CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 103. _ ... ._.. _ .x,.. - � i f I I i I EX. ST. LIGHT o {` _-_._-_._ 3a CONSTRUCT 4" P.C.C. BIKELANE/SIDEWALK 7' WIDE PER CITY OF RANCHO CUCAMONGA 4 6. S' "' 144' i 44' AND ETIWANDA SPECIFIC PLAN. A ~ ; I 22'i 1 22' i 2' '22' `3... N HPS INSTALLED __..__ _____ ____ ._ - __ _ o 6 4 I ) BY SOUTHERN CALIFORNIA EDISO i 'I -- _ ; N, NSTALL STREET LIGHT (5800 LUMEN V . ~ PAID AND COORDINATED BY DEVELOPER TRACT BOUNDARY � � - - ___ _ _ _ _. ____ __. _..._.____.._._. _...-- --- _ _ . _.._-. ._ _____..-�:_:�-_�.���- _ _._._„-__._._._ _______ ._____ ,I �� -_ _-- �( ; � STA. 7+05 . Q) = ;: :,: I� 9 } ;END fC0 ST. �O5 --INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR STREET TREES ON SHEET 1. 5 T j v o `� I I JOIN:EX.I SIDEWALK E�• sN C.F. TRA C T N O 7 M, o 5 60--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE R-1 PER CITY OF RANCHO CUCAMONGA R rn v II , + -_ .__ I �- I I ; QQ• STD. PLAN NO.101 ( X & 'W' PER PLAN). ' 1449.39FL CONSTRUCT ACCESS RAMP SINGLE PER CITY OF RANCHO CUCAMONGA STD. NO. 102. 55100 1 3 2 A x Q Typ. ^ (SINGLE) D o o LaiN892541'W 56foo 3 `� o II y to �, o 1 ;! �6 GI @ -CONSTRUCT VARIABLE COBBLE CURB & GUTTER(8" TO 10"), COBBLE CURB IN RETURNS. sN C.F. 0 `- 3 v s? o I I r�k°� '�'� PER CITY OF RANCHO CUCAMONGA STD. NO. 105-B. 1449.39FL 2 (n l�j ' I --•r..r...• ' 3a �- �• rr..r C S� ¢8¢�� ; :5 5 T 12 1; SlrA; 6445.21 �P 00 yP a 1 I � R S SSP O9 --SAWCUT AND REMOVE CURB AND GUTTER. ,S�' 10 SAWC REMOVE A.C. PAVEMENT SECTION. 8"C 2 B;CF � : _ �. ti � Q a ;.; f i 5, UT AND s8,00¢�ea,2 JOIN EXISTING PAVEMENT PER DETAIL ON SHEET NO. 2. 5 R�/y 2 �o �' B ! ...... SEE DWG. NO. 1203 N OT _ 8" C.F. I I 1 ;._._ W ^ 3 8"cF 59100 1 F \� \ 11 I i i 7 T)p. x¢¢,88 O 1447.55FL G � I 1 ARAPAHO Q INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS IN THE cry o o ;� �z I to bo N8944'56"W 61+00 0 ( s1t . b , PARKWAY ON ETIWANDA AVENUE SIDEYARDS OF LOTS 11 AND 12 PRIOR 8 " 5 0� 3 ' - .;'•, ,k E -;- -= -, i ! TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY. SAID m h Typ oj' 2 PROPOSED STORM DRAIN c F 10 + ROAD LANDSCAPING SHALL BE MAINTAINED BY EITHER THE PROPERTY OWNERS 1447.55FL l� � I I 1 I I \ �..._.___-__ OR II h �'' 7 I I _.__.._ HOA. GRAPHIC SCALE Typ• N 5 w; ;.. . .,. 10 , 1 y 40 4 F<,p!' 0 20 80 780 0 3 0 3 T {=V T I5+3;8.,43 EX. ST. LIGHT oo' Z �, � o• Q I o 10 EXISTING 63" R.C.P. STORM DRAIN ( IN FEET �' �'' "' �' ,' o o °° r'" m1 1 + I I ' CITY OF RANCHO CUCMONGA = �r N 'ti �o �. cido I f ; 1 inch 40 ft. q ti W I `y s : I Ix I Q�pFESS/O Cd co � ,� ; 3a - 'J STA. 4+86 �`�� @6 ,l oQvivi � 3 . II ; CL I2DRWY. 3525 Zz TRA C T N 0 6 8 6 7 • I 1 I r . RI VA TE EQUESTRIAN ACCESS w m ADDED NOTE, DRIVE APPROACHES & RELOCATED 10-3-11 6 Q _ - w oc sr�ar STREET TREES PER DRC 2011-00032 66' EX. ST. LIGHT C 33' 33' PROPOSED STORM DRAIN Q - `� CIVIL �Q CITY PER SEPARATE PLAN i I ' CONCRETE APRON MUST BED Q OF cA-\Fa DESCRIPTION OF REVISION DAA APPROVE 11 ' 221 22' 11 ' '� Q ! TRANSVERSE MEDIUM BROOM FINISH 0.5' 4' 4' 0.5' 5' 6' 7' 6' 5' N , i I Z CITY OF RANCHO CUCAMONGA LEVEL LINE o ` I r ri II ,! STA. 4+68 T ;�.1 BEG. CONST. A• PF 1 /4' : 1 0.13 1 /4": 1 �, �, �. + m > ;F i JOIN EX. SIDEWALK �'�' STREET IMPROVEMENT PLAN VINTAGE DRIVE No.35275 �S?�C •O�OJ� �p0>� �•10 '�OO`� �1 Ob� to O U � ^ � `L � (��� � ,:..;1` OG 1 Exp.9i i VIN TA GE DRIVE '+ \ ,y °` ,�• / -- N k�ti EX. CAL TRANS R/ E i. * 30 07 Ly 1 3 :� m - _ : CURVE DATA =� �,� f _._ CAL TRA C T NO. 1686 7 2 * 2 F5 ,� _ _.____- ,; __. ! _ END APPROACH SLAB R=60 . o o �a� �`�� 1ti�F•• � o�`' �� �`� �> DELTA RADIUS LENGTH TANGENT ;� - ___ STA. 55+00.67 TO ETIWANDA AVENUE TI=6.0 O O r » r r r 1 WO j 1 .c`� o• .o e1' �� �� Cp. A 12 46 43 850.00 189.57 95.18 z _�_ -- ; i to Q m __. to 0 0 I j APPROVED BY DATE O m > ti �+ C ' " ' -- y O Q ! ! underground Service Alert CITY ENGINEER R.C.E. �3 5367 � VINTAGE DRIVE + �' �� B 13'05 58 850.00 194.33 97.59 EX. TOP OF_� o � I 9 r r r r f� o; ¢ i END BRIDGE "- o �n ^ C 12'46 43 828.00 184.67 92.72 EMBANKMENT v II o Call: TOLL FREE DESIGN � 5, 6, 7, 6, 5r r » r , r V U Ci i T.A.P. RECO D NOT TO SCALE D 12'46 43 872.00 194.48 97.64 o ! 1 -800 spslump 9 / �I E 13'05'58" 872.00' 199.36' 100.12 422-4133 500 Saint Vincent F 13'05'58" 828.00' 189.30' 95.07' !I �' DRAWN Irvine, California 92618 SHEET * R-VALUE IS TO BE DETERMINED BY SOILS TWO WORKING DAYS T.A.P. (949) .347-7035 FAX (949) 387-7534 rj C° ENGINEER AFTER THE COMPLETION OF GRADING. CATCH BASIN N0. 1 CATCH BASIN NO. 2 G s9.5o'26" 35.00' 54.ss' 34.90' 1 BEFORE YOU DIG 4 of N.T.S. N.T.S. H 89'44'56" 28.00' 43.86' 27.88' CHECKEDR.C.E. NO. 35275 DRAWING N0. N O CITY -THOMAS �,IRSEN Exp. 9/30/07 ��25 0\N DATE fD. _ FlLE N0. J - - - PRn.IP'rT cuC7r7T KIO A nr 7