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HomeMy WebLinkAbout1828 GENERAL NOTES CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE CITY OF ITEM RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS QUANTITIES UNIT FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. 1a-CONSTRUCT 4" A.C. OVER 6" A.B. (MIN.) 51 ,000 S.F. _ r 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 2 CONSTRUCT TYPE A2-6 CURB & GUTTER PER CITY STD. NO. 104. 4,971 L.F. 1 I POLES, WATER METERS VALVES FIRE HYDRANTS ETC. SHOWN OR NOT 2 I SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY I I I 2A CONSTRUCT TYPE A2-8 CURB & GUTTER PER CITY STD. NO. 104. 370 L.F. MOT PART I f ELIMITS OR N I I 8 3 1 `u I ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE1 1 3�-CONSTRUCT SIDEWALK PER CITY STD. NO. 103 ,350 S.F. REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED, AT NO COST, TO THE CITY OF RANCHO CUCAMONGA. G>- 3. INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A. 3 EA. I I I h ANY CONTRACTOR P RF RMI I131E 0 NG WORK ON THS PROJECT SHALL5 CONSTRUCT BARRICADE PER CITY STD. NO. -A. 1 EA. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE w FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR sa-coNSTRucT CURB AccEss RAMP PER CITY STD. NO. 102 4 EA. N 1 �� I W I I 1 1 ? z 11 Niw� I I 1 wo INDIRECTLY FROM HIS OPERATIONS, WH T O V WHETHER OR NOT SUCH FACILITIES w go 4 , 7 CONSTRUCT CROSS-GUTTER PER CITY STD. NO. 106A 2 EA. Z _ 7 •1 �� I I a I o� > O I ARE SHOWN ON THESE PLANS. Q SR 30 FUTURE zl I I 8 INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1 61 EA. W I s 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA �- wl I WI I I ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR9 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E., g Eq, V) =I I wl I -- _ 1 PC/I1FAU CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR PAID AND COORDINATED BY DEVELOPER. U-1 I,W IOIRA+E RIGHT-OF-WAY. 9A INSTALL 9500 LUMEN HPSV STREET LIGHTS BY S.C.E., 3 EA. I I 1JJ VICTORIA STREET Nn w PAID AND COORDINATED BY DEVELOPER. I � I 1 I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. i0 INSTALL STOP SIGN (R1 ) & BAR PER CALTRANS STANDARDS. 3 EA. - - - t - - �1 - - - -N - - `OL - - - - r - J- � '`*� I 0 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT SITE > S.P.R.R. 1 I I 1 1 AVrAI'� 1 M � I z POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOR MORE11 INSTALL W53 SIGN & POST PER CALTRANS STANDARDS. 1 EA. 1 I I 1 1 i i w 1 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE I I I w REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL i2 ADJUST MANHOLE COVERS TO GRADE. 6 EA. BASELINE ROAD or CURVE AREAS. 13 INSTALL 6" A.C. BERM PER CITY STD. 104, Dl -6. 55 LF. I 1 - IELD DRIVE a" 1 W R A P 1 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 14 CONSTRUCTcu B ccEss RAM PER APWA STANDARD 1 1 1 -2, EA. � . , ' MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CASE B, TYPE 2, SECTION C-C, DETAIL B 1 I _ _ _ _ _ _ _ I ,_ 15 ? ADJUST VALVES TO GRADE. 9 Eq "'1 1 I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 16 REMOVE EXISTING FENCES 1 sme.u.Aw COMPACTING ORIGINAL GROUND AN A SUB-GRADES OU D D ALL SUB GR DES SHALL BE ,�nr� wKr I 1 17 CONSTRUCT NEW FENCES PER WA PLAN 33 LF. 'I PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A LL LA L _ �_ _ _ _ �, _ _ _ _ _,� _ _ _ _ � _ _ _ _ _ _ _ _ WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 18 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-A W=2' 1 L SEE SHE T NO. 3 I r 1 EA. TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-B, W=4' 2 EA. VICINITY MAP L SURFACING. MATERIALS AND OR - - i INSTALL TA 4" RCP SO n YERIN PHCOW MX RCND PSC . 2 S LL 2 C 2000D 30 LF. f SA/VAAG R/b' I 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 22 INSTALL 36" RCP ,1 750D. 280 LF. RNGHr OF NHY (Fa►4MER[r SP.R.R. R RIGW Qt SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETE TO VERIFY STABILITY OIL CONTENT AND 23 CONSTRUCT MANHOLE NO. 4 PER CITY STD 321 1 EA. 18 �� TRACT AV 159126 5 E GRADATION OF ASPHALT PAVING. 24 BREAK INTO EXIST. MANHOLE PER DETAIL SHOWN ON SHEET 7 1 EA. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT A=45', B=36", C=4.07", D=84" EL S=1310.38, EL R=1310.42 25 CONSTRUCT CATCH BASIN PER CITY STD. 300 AND LOCAL 2 EA. r+oan� SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DEPRESSION PER CITY STD. 307 CASE E. DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND 26 EXISTING MANHOLE ADJUST TO GRADE 1 EA. SAND EQUIVALENT OF AGGREGATE BASE. Q 22 t�NsrR�T ORt'VE APPRo�4 PER c,-ry .STD ,ot 7-rPzr ,,Q-1 R ° 50 100 200 300 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND 0 � �oNS RJc.r " �JK� CORE FGi? Lor �RAiN o� rLE"T - - -- PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO 2 88' SCALE: 1100' CONSTRUCTION OF THE STRUCTURAL SECTIONS. VARES - 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH 6' H BLOCKWALL 12' MIN 12' 32' 32' 12' CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED 1' MIN 24' BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE PROPOSED PAD 0.5 ' ' 1SAWCUT LINE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 2� 2% ,175 1.75% MIN. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS = = PLANTING AND LANDSCAPE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. PER APPROVED LANDSCAPE PLAN - - - - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. s' SIDEWALK EAST AVENUE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY AC BERM TYPICAL SECTION-NTS BROOKFIELD DRIVE PYRUS CALLERYANA "ARISTOCRAT" N.C.N. 3' 20' O.C. 15 GAL. 28 Q�pFEss/oN� CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE OAKCREST COURT TRISTANIOPSIS LAURINA N.C.N. 3' 20' O.C. 15 GAL. 18 �p ��DIER^-S SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS PINE BLUFF COURT TRISTANIOPSIS LAURINA N.C.N. 3' 1 20' O.C. 115 GAL. 1 15 1 WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES *TREES SHALL BE 15 GALLON SIZE UNLESS OTHERWISE NOTED. 43 EXP. 6-30--0505 r=" � SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN CONSTRUCTION NOTES FOR STREET TREES: R d0' R c1vl� � NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 12 30 18. c L 18 30 12 Q C �TFgr 0��' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 0.5' L CALIF FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY o.s' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION /+� LEVEL LINE o.oa' I /+ DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. - -� 7 -- - ---� -- PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING I I SIDEWALK UNDERGROUND SERVICE ALERT DIVISION. 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 4. STREET TREES ARE NO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. '``ORE ,a e FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE c CALL TOLL FREE CLEANED UPON THE REQUEST OF THE INSPECTOR. PINE BLUFF COURT 1-800-227-2600 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS OAKCREST COURT PRIOR TO FILL PLACEMENT. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING BROOKFI ELD DRIVE TWO WORKING DAYS BEFORE YOU DIG DAYS PRIOR TO EXCAVATION. PHONE NO. 1 -800-422-4133. TYPICAL SLCTION-NTS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS AOoEo r. mo re A&AZ A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 GoRc MR. JAMES FREI, FOR BASELINE ROAD CONSTRUCTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ADDED �R�vE APPI�o•�c_!-F .��vo ,,.,1.,L B. GENERAL TELEPHONE COMPANY (800) 483-3000 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND SERVICE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE EXISTING SURVEY MONUMENTATI ON DESCRIPTION OF REVISION DATE APPROVED 1981 WEST LUGONIA AVENUE, REDLANDS, CA 92373 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO cxi D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS CITY OF RANCHO CUCAMONGA Cu FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID Q 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE m E. METROPOLITAN WATER DISTRICT (909) 593-7474 DRAWINGS. PLANS AND ARE DESCRIBED AS FOLLOWS: TRACT NO. 16021 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1❑ 1 -1 /4" BRASS DISK LOCATED AT INTERSECTIONS OF PLATEAU DR. AND STREET IMPROVEMENTS AND STORM DRAIN PLANS F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF EAST AVENUE 7951 REDWOOD AVENUE, FONTANA, CA 92336 CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND G. PACIFIC TELEPHONE COMPANY (714) 999-8639 PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, BASIS OF BEARINGS 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY APPROVED 8Y: DATE: PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF VICTORIA STREET BEING N 89'49'1 4" W PER SURVEY RECORDED IN BOOK 47, PAGES 68 THROUGH 75 CITY ENGINEER LLIallAz RCE NO. 24953 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING INCLUSIVE OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SAID COUNTY. DESIGN BY: R���KDED �, ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE JED ,� PHB & ASSOCIATES, INC ••� REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL BENCH MARK [626] 914-6256 FAX [626] 914-5756 cv DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET Cl LO 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT BM 11 -B-88 CT BRASS DISK IN TOP H. WALL ® NORTHERLY END 1.829M R.C.P. f80M SOUTH OF HIGHLAND AVE f380M EAST OF DAYCREEK CHANNEL. ELEV=438.306M (1437.994 FT) PLANS P ED UNDER SUPERVISION of 1 OF 7 THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE OF WORK. R.C.E. N0. 43886 CHECKED HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. JOnn Dierksen BY: Q Q C) �UZS JED Date MARCH, 2002 Exp. JUNE 30, 05 a SHEET OF C. 100•°° 9 3 107.85, POOE TP CR f ; • Q 1%Mal • - Tl � t - --------- t P IVG 43 ►Z B 1 B 88 C BIRA S DI K N TO WALL f M h ® N R E L E D r7 1 R.C. 2 0 FT. hW Rf/7/RM - - O: O E _ N o; `O „ _ _ D YC E K CH N ELI. L = 3 .3 6M 43 4 w t 18EiF r - - 11 - - t f 5 12 " o a 1 i LEFT _ LEFT h w 1 8 ze•+ � i EfT rx v -1 ,25. ° r 1 1 o - 4• t4j -4 V m � � V �pp� � � . �O ^ �p -� + + - w - - w w v Q+ h •w• w w rY/� — I +- - - -+ _ 1. r �! nlJ w w •. w nor 1. 1 i v 2. T^• T T , hgpx C. ; o. N w G L L. v ' - r19 -- - . C L= Z =1324,95 • - � r w Via. 5 - RIG/t1T — R/Giy - - - saw: &WON1 - -- — - -- - — -- - - - - - - -- - -- - - - - - - -� - - P: 0. 0E 90 R R. D�T 8 RIG T PROFILE SCALE: HORIZ: 1"=40' VERT.• 1"=4' FT 10400 11400 12400 13400 14400 10400 11400 12400 13400 14400 cn0 BROOKFIELD DRII� 10 , D BROOKRELD DRIIIE m MINSEE SHEET AAS 3 �� O / "' SEE SH££T M0. 3 30• v '2 J 0 I 149L �� 30' 10 b� 9 12' 18' 18' 12' I� Li 9 (1 Ci / 0 12' 18' 18' 12' Q M 13 3 J J � ori }. d 5 4 3 ' � v EC.R. 1c. C�) �. Q'� / v 3 —5 1 r_r 120.00' � 3 �I - 118 52 Ss� 1 //�, 8 4 6 o N M • / 7 ` 110.06 34.78' L-26 16 71'p. I w 3 3 ® 9 .22 AE A ►v � s ,� 1 12 rc -- --J fi L=26.2 72.48' ��., N 00'01 Olt"t- ° _ 9CD 'r ti � 1 -TC ib . T . 0'to 15 B • ' ' C+ e� -, �`'► 16" COU 4'L4 ' 94 6Y N 00�� �E ' — Q '`C� ? �PL3'T GY11(/RT ��,�F 9 _ t p�NE �� 0 TrP 51.11' `' rc '� +Op 00 C/=A� &D pRNE � I f �� ` ,� — — •00 �, 93.38 X64.89 CIL BR4�Fl N&I �z 1 I'M f ' ti BCR J J �� 3 1909. ,52 NOT A PART- - h ch FQ `^ 14 :,;� -2558 19 30 6 Li Ci ao I N00'd0' 7"P 125.00' 3 �, 9 2' 8' 18' 12 V ^ ki N C� 18 3 DET / I B r I^ "e "'• � �� _ ��II ec.R W OD L • ``I C s££s7,FEr Ab 3 I� V 14 ^ SFF�WC LANOSGIPlr Ci �¢ CURB ACCESS RAMP DETAILS S SBFT 3 3 3 BR0OKF/ELD DRII� I�' fm mas � '� "` N BROORFIELD DRII� 6 7 8 CONSTRUCTION NOTES g o� w �� PARMAY '� " I N T A PART A V w 3 NOT A PART 1�CONSTRUCT 4 A.C. OVER 6 A.B. (MIN.) to O TYPE 2 PINE BLUFF COURT ( -CONSTRUCT TYPE A2-6 CURB & GUTTER PER CITY STD. NO. 1 04. j (� 2�' v 201 CONSTRUCT TYPE A2-8 CURB & GUTTER PER CITY STD. NO. 104. R SLrE IY17TfS 2 � 3 CONSTRUCT SIDEWALK PER CITY STD. NO. 1 03 � OAKCREST COURT ,fir AV7S 3 DIEPRFSS'84ff OF w" I 4 _INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A. A�O 4 co�/s� �voTE FoR 3 �vRB c t�� 12_13_pZ u MIMMY S££ &7M a DZ7W w�cc R 0 Y = 6' MIN. AA0W7ED I 5�CONSTRUCT BARRICADE PER CITY STD. NO. 1 31 -A. DESCRIPTION OF REVISION DATE APPROVED N �� RETAMC Ctm 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. NO. 1 02 o 9 k A2-0 CURB AND alnER Q- 7a-CONSTRUCT CROSS-GUTTER PER CITY STD. NO. 1 06A CITY OF RANCHO CUCAMONGA m CURB FACE CG4'PB SEF A007FS 2 c SECTION C-C 8a-INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1 1pFESS/11p d-iC�4SE B 8' 4' 8' DETAIL R INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E., ;�NDIER�- �yc TRACT NO. 16021 6EAEW AWES- PAID AND COORDINATED BY DEVELOPER. * � 8 901 INSTALL 9500 LUMEN HPSV STREET LIGHTS BY S.C.E., �' 430-6 1' COAMV &WL X aA5s 520-c-25MAND s� BE ThYCK .� PAID AND COORDINATED BY DEVELOPER. EXP. s-30-OS STREET IMPROVEMENTS AND STORM DRAIN PLANS ? THE AP�R��1 1��12 M�E6ni�o�ER M�TfI 1/4 crPnOVES P' •WEwAIK 10 INSTALL STOP SIGN (R1 ) & BAR PER CALTRANS STANDARDS. * * OAKCREST COURT 3. NN£ RM/P SUWACE S>~MLL 1MKr A 7R4A5WRS£9?00WV SWFAC£ TEMPSCIVIL 4 USE XTA1L 18'/f£Xb77Nc S&WACE &WVD RIGHT OF WAY LS PWIV *M�rAT 8• 11 INSTALL W53 SIGN & POST PER CALTRANS STANDARDS. q`' CALF �`' PINE BLUFF COURT SECTION R—R c�. 1 v Lo^15TRJLT 3 LJRb t�eRE Fd[ APPROVED BY. DATE: G - 12 ADJUST MANHOLE COVERS TO GRADE. O Aa - 4c, DAA 1N 0074-ET ' W �„ Ab RADVUS QEZTA LE7NGTH TANl�7VT M0. RADVUS AELTA LEIWGTH TANGENT 13 INSTALL 6 A.C. BERM PER CITY STD. 104, D1 -6. CITY ENGINEER �- RCE NO. 24953 w o A 27.00' 89'4x13" 42.31' 26.90' c 318.010' 05'55 30' 388' 16.46' DESIGN BY: R�OMME -D Underground 14 CONSTRUCT CURB ACCESS RAMP PER APWA STANDARD 1 1 1 -2, .z- CC Service Alert 8 2700' 90'12'48' 42.51' 2710' H 3avty' 0P15'18' 4322' 21.65' CASE B, TYPE 2, SECTION C-C, DETAIL B JED ,� PHB & ASSOCIATES, INC Call: TOLL FREE C 112.00' 15.0004' 29..72' 1475' 1 282.00' 05.3340' 27.37' 1370' 15 ADJUST VALVES TO GRADE. GRAPHIC SCALE [620 914-6256 FAX FR& A. 917 0 C\jC> 40 0 20 40 DRAWN BY: ,s2o souni GRAND AVE., G�ENDORA cA. 91740 SHEET 1 —800 D .3800' 210.01'1 u8' 139.28' ----- ✓ 100.00' 18110'02' 31.42' 15.84' EW PLANS PR UNDER SUPERVISION OF 227-260038. 18 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 107-A W=2 2 OF 7 U £ 27.00' 91;3722' 43.18' 27.78 K 38.00' 198'0170? 131.30' ----- — - -� R.C.E. N0. 43886 TWO WORKING DAYS BEFORE YOU DIG w f 27.00' 94'5411' 44.72' ?942 • 19 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD 1 inch 40 107-B W=4' CHECKED BY: John Dierksen = JEDCrCD ate MARCH 2002 Exp. JUNE 30. 05 a SHEET �Z_ OF a : - I ttj I B 1 B 88 C BRA S S DISK IN TO INALL - - - - - V W V D YC E K CH N E . L = 3 .3 6M ( 43 94 Ci pV�=1.322.ki I I I I I 15 - - - - - - r - - L�f T - - _77 76- + — — -+- - - 1321+.54 RPSD ,R N v -711 1 v v - t-t J q q 16 � � A + � CSL.; � i I : t� N h R P DT F U B • � Q 1 ' -- - p � -J iR/GHT - + RIGHT -, PROFILE SCALE: HORIZ. 1"=40' VERT. 1"=8' 10+00 11 foo 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES (D--CONSTRUCT 4" A.C. OVER 6" A.B. (MIN.) LE mmL L_ _ LE 2�CONSTRUCT TYPE A2-6 CURB & GUTTER PER CITY STD. NO. 104. / �POd CONSTRUCT TYPE A2-8 CURB & GUTTER PER CITY STD. NO. 104. �1ncoW�c 3� U ¢y 31 7CONSTRUCT SIDEWALK PER CITY STD. NO. 103 �' / 4 INSTALL STREET NAME SIGN PER CITY T N 4 - OAKCRE-ST COURT STD. o 01 A. NOTA PART EAST A vENUE 9 �f SMTT AV 2 SEF SHEET AV. 4 5a—CONSTRUCT BARRICADE PER CITY STD. NO. 131 —A. 12 Q! 6 15 mp T s PINE BL UFT_ COUR T C v' 12' 18' 18' 12' F ' LANDSWE 9' 24' - � 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. NO. 102 �. 4j ft714 TREES AV 7F, V AREAS' SCALE: 1"=40' _ I� ci� �• + � Ci 9 ` ' '' I �„ 7�CONSTRUCT CROSS-GUTTER PER CITY STD. NO. 106A 1 mo M � , .I o m Wl Q ILII I I o 6 + 1? 18' 1 ' 1? ' °M' 6 bI +� N B�INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1 19 ,~ �$ 6 I �, A I(PRX7ECr DIM AV�E> AqusE �I " , I II I I I I S �aC.R. EC.R. +I �QCR II I+ * �� 4 a, III I I = (D—PAID INSTALL 5800 LUMEN HPSV STREET LIGHTS BY S.C.E., 10 — 1� 7 3 10 `� °• I I ,34E 1 .C R. GATE s AND COORDINATED BY DEVELOPER. `105.06' �� 104.94' ��`' A r0,w�°x II I9A INSTALL 9500 LUMEN HPSV STREET LIGHTS BY S.C.E., \NT 11 • • - �1$ - .. �! G 14 N89'48'12 0 85' _ ° • • ° .. - ° • • ., � PAID AND COORDINATED Y DEVELOPER. 14 III -- 1 ,. -.§ F - I III I I I / LMT AC 10 INSTALL STOP SIGN (R1 ) & BAR PER CALTRANS STANDARDS. � �. C G I - - �'"r " `�' 13 I S.,�j I REAAT GYINfZACT/MG Pq�PTX1H/S \ ' �3� 6 K ( 11 INSTALL W53 SIGN & POST PER CALTRANS STANDARDS. �. 5 RAC � hb 14 D ��j'V ,�' � ���k P S£p D14NFWA RA4CH. ._ E ,�A 16+96.8.3 CA — �, _ _. .a. .._ -..- ..... _ N x: . - c_u g G - — — C EAST AVEIVU 0 H 1 ` - I ,�3f57.1.3 12 ADJUST MANHOLE COVERS TO GRADE. ° '6 15 N 89'48'>2TE 1 ' 6" INSTALL A C BERM PER CITY STD 104, D1 -6. 114.99' 115.00' 115.00' 23.32' L=71.77 T ✓ `'' 1 _ CONSTRUCT CURB ACCESS RAMP PER APWA STANDARD 111 -2, 3 ,i( 2g O Q •� II I 14 CASE B, TYPE 2, SECTION C—C, DETAIL "B`S'f/EET 2 �, v% t`• _ © l N 89 48 121 165.91' EX1ST/NG C N LhVK FENCE r� J � s Ih� 15 ADJUST VALVES TO GRADE. 6 © ��i' v �; COAVRWr ro 9E 0 yi s �g� 0 acocK WALL 240 yA I S� V.. s .33+03.88 E.C.R. 16 REMOVE EXISTING FENCES , 'd �o C.R. •S .a DDFJ 3 c�2fl ,DQE �oR i x - Q /t-13-oZ 1 w C + ExlsnNc Ext r1n 10PisE �, ► I 2 O v T T /a7'-' •sd� 6 Lo T .mid o✓.t 14 + p N * 1 v �Q + 'Z , k is 17 CONSTRUCT NEW FENCES REA D s,Ec.rio�/ 'A-A" i� 13 ot- _ G� �I I SD DRA/N EASEMENT I as 4 PER WALL PLAN X�/� ���GIS DEDICATED TO THE CITY OF RANCHO CUCAMONGA 1/CA• ,kx Fay nPEEs ,wAREAS 19 CONSTRUCT CURBSIDE DESCRIPTION OF REVISION DATE APPROVED N c~iI ,� \W 9 NOT A PART II DRAIN OUTLET PER CITY C) `�° 17 STD 107-B; W=4' 0 8 10 -4 /Z\ 2s _ o Scor oR �Ra toRECffY ANCHO CUCAMONGA Z O 4/M O vTLFT g BROOKFIELD DRIVE Q�pfESS/p^,4! 01 ER �y TRACT NO. 16021 ti No. meas � STREET IMPROVEMENTS AND STORM DRAIN PLANS y�� EXP. 6-30-05 EXIST BLOCK & WROUGHT �G 12 RLACE�ENCE(PROTECT IN '^r� C1Vl� ��� * BROOKFIELD DRIVE 3 CAL\FO S 2 S QQ� >� APPROVED BY: DATE: D�- Cn AV R4OW MM LENGTH TAAK�IVT M0. RAORS AEZTA LENGTH rAVOENT PROP. 5' SIDEWALK i CITY ENGINEER .�� C� r(� �t RCE NO. 24953 u~i A 27.0+7' 89'47'1.7' 42..31' 26.90' G 2700' 945421' 44.72' 29.42' SSP DESIGN BY: RECOMMENDED LIJ Underground y Exsr. j Service Alert 8 27.A'I' 910'12 4T 42.51' 27.10'cc H 4Gl'1 07' 10'54'1.3' 7612' .3818' d'�Q�XR/`c ?% — �t,4lto vw p J E D ,� PHB & ASSOCIATES, INC N Call: TOLL FREE C 418.00' 0,-2,3:38' 53.94' 27.01' 1 41800' 10.54'1,3' 7555' 39.89' �Qo �, � GRAPHIC SCALE [626] 914-6256 FAX [626] 914-5756 1 -800 - ;; 40 0 20 40 DRAWN BY: 1620 souTrl cwwo AVE., cLENDoru� CA- 91740 SHEET D 4619.019 110647 77.58 .38.91 J 35.00' 90.12:35' 55.11' 35.13 �3 AVL DR/a��Li/�/E� 1 Yo M 1'/• Qr �/ PLANS PREP UNDER SUPERVISION OF 227-2600b w/ /NzsTs T�eEEw�c.ts 3 OF 7 E 382.00' 11'06'47' 74.09' 37.16' K 35.00 84'47'25 54.85 34.87' __ _. _ SECTION A—A CHECKED BY: R.C.E. N0. 43886 John Dierksen TWO WORKING DAYS BEFORE YOU DIG F 2700' 91:37'16' 4.18' 2777' 1 inch=40 ft.Uj CU•t L S N.T.S. JED Date MARCH 2002 Exp. JUNE 30, 05 0 Q a a SHEET j OF v I tj_ f J_j A t MARK 1 - + -- B11 -8-88 C BRASS DISK IN TO A L -- j N L I �. - 50 FT - L_ - _ L = 3 .3 6M 43 94 �— - 2 I ^ �' + p�CT .. - t,; 3 x - - -- c; o - r V v V p } - - - 14 181 X - - - - O v h " x S , 12 J9 x - - NJ g o - - ' IT -. -� - w 1 +154 76 �, 1• '` a - h I i I Rlt-q I I I I I I I Y 0 PROFILE SCALE. HOR/Z. 1"=40' VERT. 1"=8' 31 f00 32*00 33f00 34f00 35f00 36f00 37f00 38f00 CONSTRUCTION NOTES 1&CONSTRUCT 4" A.C. OVER 6" A.B. (MIN.) 2a—CONSTRUCT TYPE A2-6 CURB & GUTTER PER CITY STD. NO. 104. 9A � g 9A 2A CONSTRUCT TYPE A2-8 CURB & GUTTER PER CITY STD. NO. 104. � NOTA PART h m APN 227- 121-24 3a—CONSTRUCT SIDEWALK PER CITY STD. NO. 103 J 27 BROOKFIELD 2 4�-INSTALL STREET NAME SIGN PER CITY STD. NO. 401 -A. 9A DRIVE Z o S a—CONSTRUCT BARRICADE PER CITY STD. NO. 131 —A. v ' 3 s� �3 m PN 227- 121-42 3 + v �, V V I� '0 6a—CONSTRUCT CURB ACCESS RAMP PER CITY STD. NO. 102 h 3 EX �I �� 16 °� NOT A PART v � 4, r75�r ar�nv "� NOT A PART VQ24TEBYN.D.S. (D-- $0 CONSTRUCT CROSS-GUTTER PER CITY STD. NO. 106A T w v aarVEWWAY PER APPROPED APE PUN '? APN 227- 121-29 TECT IN PUCE) I 6 8 INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1 h to ;B.C.R. ,y0. Ex COWB/K17XAV or i PROME A.C. OVERPLAY M OI�S'ECT [ I y, p 2 $ PRq°t7SED RIV fi 11 & WROUGHT/Rt7N FrWE �� W DR4/N4GE TOWARD Ea'/ST A C. BERM/ MEMENT (P,erxTECTIN SIDEWALK (D—PAID 5800 LUMEN HPSV STREET LIGHTS BY S.C.E., N00'00' 81.92' 4IS- EX/STAC. AY PAID AND COORDINATED BY DEVELOPER. O - - - - - BY S.C.E , 9 105.07• ►v EX. R W Ey_ INSTALL 9500 LUMEN HPSV STREET LIGHTS _ _ PAID AND COORDINATED BY DEVELOPER. _ — .- -__- - - ---�—�—- - - - - -__ _ ___ INSTALL STOP SIGN (R1 ) & BAR PER CALTRANS STANDARDS O CURB mac+ - - - - DZT S70RMl ORA/N CDNfZA^T1NG , . __ _ -..._ -... __ PRI'ITECT Alti � Pr�PTaOWS �� MCl/T PiACE it INSTALL W53 SIGN & POST PER CALTRANS STANDARDS. ---.------- ---r3f---------- --�--SrIMCUTL/NE -- ,--��- —� 15 _. -- � _- _. — — _. . ��_. _._ _.. -- — -- _ . _ _ Mpr� --� E 00'00'47'E 49 .36' �qiva WAr S4NCVT II'� REMOW 13 I•,yyp WN AC. PAy� 12 ADJUST MANHOLE COVERS TO GRADE. DIST A.C. PAk1W & BERA// �,1 �I — JM SW DRIVEWAY EX/ST 9 C. PAVING & B£Rdl S 1 TAPER M'17HA.C. PA WAV �Q 13 INSTALL 6" A.C. BERM PER CITY STD. 104, D1 -6. 1 CONSTRUCT CURB ACCESS RAMP PER APWA STANDARD 111 -2, &CASE B, TYPE 2, SECTION C—C, DETAIL B / 8__ADJUST VALVES TO GRADE. EX. R/W EX. R/W / i EXIT STAB/ DRAW CDNsrRrxrac. BERM 16 REMOVE EXISTING FENCES Q L 17 CONSTRUCT NEW FENCES PER WALL PLAN. QAPDED D�21YE APPRo� AT s'r .32+�4- �� �3 dZ- EAST AVENUE W T� �o,N Ex,sT DRr✓E�A)� C7 ' coN�rRuGr DRIVE APPRAnAC_fi PErz cry- STD for TWeER-t ?' DESCRIPTION OF REVISION DATE APPROVED �%��' CITY OF RANCHO CUCAMONGA �6X o TRACT NO. 16021 g ► V QRpf ESS/O,�'� PRrJNDEAC OVERLAY lt7 NDIER,�- STREET IMPROVEMENTS AND STORM DRAIN PLANS c� � PROP/DE POSMIT DR4/NAGE V y Bas N $° Ex P. 6-30-05 EAST AVENUE CIVIk. ��� APPROVED BY: DATE: ?B V h °� $ ��` CAI�fD� CITY ENGINEER ��1�� Ci' 2 RCE NO. 24953 A10. RAMS DIEM � LDww TANGDVT ✓9jr+ h+ op^ � � ^ � O LU o Underground A JS AI 9D'12'J5 55.11 .SIJ EX/ST "5 �� GUTTER 8 CURB "� V DESIGN BY: RECOMME DE DZT AC �� Cn Service Alert e J5 00' 89'4725' 54.85' .34.87' gam,{/ ON'>' PHB & ASSOCIATES, INC / -~'�'�"sem � GRAPHIC � � E JED [626] 914-6256 FAx [626 914-5756 Call: TOLL FREE _ _ _. _ _ N /�f DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA,]CA.49174-0 SHEET 40 0 20 40 so 1 -800 k�C+ EW PLANS PREPARED UNDER SUPERVISION OF 4 OF 227—2600 U R.C.E. N0. 43886 CHECKED BY: - S 28 TWO WORKING DAYS BEFORE YOU DIG � John Dierksen w 1 inch=40 ft. o JED Date MARCH 2002 Exp. JUNE 30, 05 SHEET —� OF STREET CROSS SECTION TRAC I MAP 16021 No . EASI AVENUE, P/L 88' P/L P/L P/L as C L C/L C/L 12' 32' 32' 12' 1 . 4 3' 2 4'± 3 2' 12' 12' 8't 2 4'± I-soOn- PA 88' P/L EXISTING PAVEMENT EXISTING PAVEMENT EXISTING PAVEMENT C L 24'± 3 2' 12' 0.5' TYP. �G �2 �2 c ( ��6�F�-� ti��21 363TC 61� 686 TC " C.F. `L$69' �F51 $6o EXISTING PAVEMENT �2 9 1.377: __ 1�y_ ?2 g6F JF 1�gy 6 �92% � �1 — , --- 098" C �8" C. $9E '�1' s 3p 6 TC CONSTRUCT AC BERM SAWCUT 1 AC & SAWCUT 1 AC & �O 0� 3 1�9_ SEE PLAN REMOVE EXIST AC BERM REMOVE EXIST AC BERM _ 2F( 4 WIDE SIDEWALK EXIST 4 WIDE SIDEWALK EXIST SIDEWALnKDE 5 WIDE SIDEWALK STA. 32+00 STA. 34+00 STA. 35 EXIST AC BERM 8~ C.F. + 50 EXIST 4' WIDE SIDEWALK STA. 37+ 50 P/L 88' P/L an C L 32' TYP. P/L 88' P/L C L 12' 8'f 24't 32' 12 24't 32' 12' P/L 88' P/L P/L 88' P/L .06 EXISTING PAVEMENT EXISTING PAVEMENT C L C L -1 2' 8' 24'± 3 2' 12' 2 4'f 32 12' ~ C.F. 2�` 98Fs 22448TC g6F5 2� �1 26 48Tc EXISTING PAVEMENT EXISTING PAVEMENT 2% 1`� 1�y 3 8 F ,L6. 1�� 1 ro 2 �8" C. EXIST AC BERM �8" C. " C.F. 29� 6F5 2915 288?TC 'IF51 ��6� 3� 83TC 9. 0.5� 2.879 1 1 1.08% SAWCUT 1' AC & 0 --_— 8 ----- _ 1.009 �•1 REMOVE EXIST AC BERM °' 196 � /'4� WIDE SIDEWALK EXIST 4' WIDE EXIST 4' WIDE ________ SIDEWALK SIDEWALK Z$$��� — ------1-�`�� -- — ---- '�� STA. 32+ 50 STA. 34+ 50 8" C.F. 8" C.F. SAWCUT 1 AC & EXIST AC BERM 1wunE SIDEWALK REMOVE EXIST AC BERM EXIST 4' WIDE EXIST 4' WIDE SIDEWALK STA. 38+00 SIDEWALK WEST TYP. EAEST TYP. STA. 36+00 P/L 88' P/L 44' C L -...*l2' 8' 2 4'± 32'2' 12' P/L 88' P/L P/L 88' P/L EXISTING PAVEMENT C L C L 5'± 24'± 3 2' 12 12' 8'± 24'± 3 2' 12' G » 5 1F51 e C.F. 2 a 5 T EXISTING PAVEMENT EXISTING PAVEMENT 2�`' 54% Z 1�9 24 1>F C 27 ( QpFESS/iny -�� s 95 8,o, p�, sl X51 s SAWCUT 1' AC & 8" C. 62F 1.389 `L1 ' S ?� TC " C.F. gyp. �9F 29. S 2 STC ti Z ,L1 . �. F 1�` `34F 1% lry9 0—� 4�= 8 60i� c� N0. 43886 rn 5' WIDE SIDEWALK REMOVE EXIST AC BERM _____ __ __ ___— ( --___-___ __--_---- ( 4J EXIST 4' WIDE ____-- ---___ --- -i 6F�- ____-- -_-___ --__ ri EXP. 6-30-05 SIDEWALK �--- ---- -1-� .7� 29 ------1�J� cc 8" C. 8" C.F. tl� AC C STA. 33+00 EXIST DRIVEWAY REMOVE UEXIST AC&BERM •4pE, fVl PROTECT IN PLACE 5' WIDE SIDEWALK WIDE CAQ0 EXISID SIDEWALK STA. 36+ 50 EXIST WALK STA. 35+ 00. 00 P/L C/L P/L 88' PA P/L 88' P/L 32' 12' so C L C L EXISTING PAVEMENT -as0. 69 12' 8'± 2 4'f 3 2' 12' 12' 8'± 2 4'f 32' 12' TO 12' EXISTING PAVEMENT EXISTING PAVEMENT (TYP.) DESCRIPTION OF REVISION DATE APPROVED pal X26?0 0.5' CD 1 % 2S 3�C G (TYP. p���G F5 p 450 Q30 48 r CITY OF RANCHO CUCAMONGA S '� <? C> " C.F. 2g�9, � �g�511.339' �aF 1.479 283 �TC C.F. p�3 0�_ s 1 739 298 C o ---- - -------► J 1.5 4F( 190 �y �( a SAWCUT 1' AC & �8" C. ZF�. _________ __________-_ -i pF� _ _______-- --______—____ : ,� �o REMOVE EXIST AC BERM rl1B» CF. 3p1 -J���B» C TRACT NO. 16021 „ EXIST 4' WIDE SAWCUT 1' AC & SAWCUT 1' AC & SIDEWALK REMOVE EXIST AC BERM REMOVE EXIST AC BERM STREET IMPROVEMENTS AND STORM DRAIN PLANS 5' WIDE SIDEWALK* 5 WIDE SIDEWALK EXIST 4 WIDE EXIST 4 WIDE °' STA. 33+50 STA. 35+12. 20 SIDEWALK STA. 37+00. 36 SIDEWALK EAST AVENUE *SIDEWALK THAT ARE ADJACENT TO EXISTING APPROVED BY: DATE: OR NEW WALLS SHOULD HAVE WIDTH OF 5' CITY ENGINEER �,,� �� E�� �(, RCE NO. 24953 w DESIGN BY: RECOMMENDED U, JED PHB & ASSOCIATES, INC �.•� Cu DRAWN BY: 1620 SOUTH256 GRAND AVE.. GFAX DORA, C61 A.4s 74o SHEET LD EW PLANS P PARED UNDER SUPERVISION OF Jr OF R.C.E. NO. 43886 C-) CHECKED Y: John Dierksen Lu / 8zs D JED Date MARCH 2002 Exp. JUNE 30. 05 cr SHEET OF SIGNING GENERAL NOTES SIGN/NG AND STRIP/NG NOTES 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CAL TRANS O PAINT 4X4- DOUBLE YELLOW STRIPE PER RC STD 1.33. TRAFF/C MANUAL MAINTENANCE MANUAL, STD. PLANS AND SPEC/F/CARONS, LATEST ED/TION. U2 PAINT 8" WHITE SOLID STRIPE PER R.C. STD. 133. 2. ALL SIGNS TO SE INSTALLED ON NEW 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS AND SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLAN. O PA/A 12" WHITE SOLID STR/PE PER R.C. STD. 133. ,3. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL SE REFLECTOR/ZED. STENCILS FOR O4 APPLY THERMOPLASTIC WHITE ARROW TYPE IV (L) PER CAL TRANS STD. A24A. PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS. 4. ALL CONFLICT/NG STRIPES SHALL BE REMOVED BY SANDBLASTING. THERMOPLASTIC SHALL O5 APPL Y THERMOPLASTIC 'STOP" LEGEND PER CAL TRANS STD. A240. BE REMOVED BY GRINDING CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL O6 INSTALL R1 SIGN AS SHOWN PER R.C. STD. 401. BE REMOVED. ALL REMOVALS SHALL BE THE RESPONS/B/LITY OF THE DEVELOPER. 5. ALL STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS. O7 PA/NT 4" SOLID WHITE PER R.C. STD. 13.3. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DEL/EVE-RED TO THE CITY YARD. O INSTALL R26 (S) SIGN AS SHOWN PER R.C. STD. 401. 7. ALL STRIPING AND MARKING DETAILS SHALL MATCH CAL TRANS STANDARD PLAN DETAILS. O SANDBLAST EXISTING STRIPING. 9.. ALL COST SHALL SE THE RESPONSIBLE OF THE DEVELOPER. v kz co m w Q o �o ►, o h -4L\ N Op N v � BROOKFIEL D DRIVE Q Q � � o � o :kNOT A P T � � m � � � 18 18 � o � o EXISTING HOUSE 30 ' 30 V O V V O vJ VJ VJ OJ O � I I QJ Z v o II NOT A PART ;,K o.<- �; / p � NOT A PART C)�: ill V �. C1 6. EX/ST/NG HOUSE cV ; �S r I V O O oQ � W 8 hW � � ,NZ o EXIS CURB & GUTTER PROPOSED Rl* I I W zk CURB & GUTTER 8 CURB & GUTTER 8. Q O -- - _ - - - ST. NAME SIGN IZV- TAPER 30+32 TO 31 + 15 PER 1 20' 1" 9' _ J J 1 20' EXISTING STRIPING 31 W g0' TA 3 33 34 R 1 .35 36 PROTECT IN PLACE 39 N40 �1 20 — _ _ _ _ _ _ _ _ _ - - - I\j1 20 I — �J7 — — — — -- --- N 9. 451 TAPE R R-43 _ Tp,SER N 4. 2. 4. N y 5 1 10 EXISTING STRIPING 90 N REVERSE CURVE TAPER 37+ 65 TO 40+00m 0) EXISTING STRIPING PROTECT IN PLACE 5• N TAPER PROTECT IN PLACE rn 8 STO 8 (EXISTING STRIPING CT IN PLACE 18' 18' O c> C PLA TEA U DRI VE o �+ � Z EAST AVENUE 1j DESCRIPTION OF REVISION DATE APPROVED N CITY OF RANCHO CUCAMONGA 0 0 Q � O Q�pFESSJO,yq TRACT NO. 16021 p �DIER KSFy �ti�, STREET IMPROVEMENTS AND STORM DRAIN PLANS No. 43886 rn � EAST AVENUE Uj EXP. 6-30-05 3 Civil- ��! APPROVED BY: DATE: LO Q 'TFC CALVE( CITY ENGINEER c, ��^ � cl RCE N0. 24953 LLj Underground DESIGN BY: RECOMMENDED Scr) ervice Ale r t PHB & ASSOCIATES, INC JED ,ff Call: TOLL FREE GRAPHIC SCALE [626] 914-6256 FAX [626] 914-5756 oDRAWN BY: 1620 SOUTH GRAND AVE.. GLENDORA, CA. 91740 SHEET 1 -800 a EW PLANS PREPARED UNDER SUPERVISION OF 227-2600 cTMWORKING DAYS BEFORE YOU DIG -- -_-- — - R.C.E. N0. 43886 CHECKED BY: DateJohn MARCH 2002 Exp. JUNE 30. OS 1 inch=40 ft. / Q 2 Q CD JED Q Q a a SHEET OF i i i - 4-- A J--J-- } - - - - - P t-1 t - 4 t I I _ - - - - - - - - - - - - - - - - -- - _ _ - - - - - - - - - Is It S - - - - - _ 2 � FPS t4- —� - - - - _ } , , -r t 4 4 t – _ 1 _ – - - - : A I - - - :- - A - _ - - I. . - .aff 7 _. I t 1 1 1 t i - - - - - - - . r , Ninon Room T T t t � J t f f - - - - - -- - - - _ C 3.#7 z - - - - Fe - 3 -1-30, - � . - - - - t . - - 17.x10 :-Q - - - — r - Nt - m h - Q► PROFILE SCALE. - HOR/Z. 1 -40 _ - , ! , _ - - _ _ - - SC14i.€y RIL t" =i _ - - - -- ,. VERT: 1 -4 : - _ - - - _T- 13+00 12+00 11 +00 10+00 � G G CA N \ R/W 0 \ FL FL F2 .� N + 20' PRIVATE \ 8 N DRAINAGE EASEMENT BLOCKWALL A\ "71-N 32221 0 -I v o 1 22 I0 SL^ALE 1' =40' '� , , `� 8 ,� � NOT A PARTa IR 5: 1 \ \ c�i + AFS rr__ O M S O APN 227- 121-42 F.L. r° EXIST GRADE \ v .i M OAKOWREST R - \ I QU) 6 , , �,I I I f.Z7ST. ss'R.G:P. SECTION A-A w BARS N 5 w-14 5 N H P cN.T.S. \\ y I No C.B. # 1 DETAIL oLAJN.T.S.MINJ \ ROUND EDGE Ui r-- rn I I I B T TO 3 RADIUS ►i 5' W=7' S' 14 - 5 o -- - -- _ -- - - I II I Q (INCHES) (INCHES) D.E.H do G BARS F BARS C �s I 36" 6.5" 5 A \ 1322 V) AFS 15 �o - s - W P 17 -S � X 1322 1 ELEV. S I ANY STANDARD CA #I 3 0 OW 24 A I I I I I SD. STA: 9+91.66 ^� L il' 2 PIPE JOINT 18" O.0 \ �, FL LIT. A- 'SEE f I II I I =43+50.12, STDjRA/ URaN UNE W BARS F BARS PRORLE ci AV-25, DW W. 1714-D 0 P MAS NOT A PART Q ti w G I hG F t F ? NP APN 227- 121-24 C4 EX/ST R.C.P. D BARS �� .5�1�' �� �`L,��h 23b � �y`L ST STA 13+86.50 3 23 20EA /ENT SME Eaa�G o F BARS C/L C.B. # 2 PAO LL-24.4 H A I A .�� 2-H BARS I ROUND EDGES TO h 4" O.0 APPROXIMATE RADIUS N.T.S. 22 I BROOKFIELD DRIVE wOF 16 P TH°MAXI UMAL OF 36` PLAN 12.0 F.L. ii 11 3' 3' a, #3 0 18" O.0 ROUND I L I N EA ELEV, R EDGES D. do E. BARS 2' MIN. D. E. H do G BARS PRbNAE 8 – 6a'8' I E BARS Cu OPEN/NG AT A14SE OF WALL EIEV. S I — F BARS DESCRIPTION O F REVISION DATE APPROVED #I 3 0 18" O.0 L�ITA WEE GUTTER� ss ( 2' M'" � CITY OF RANCHO CUCAMONGA Ln NO. RADIUS DELTA BEARING LEN DIST TANGENT GUTTER 2-G BARS `D A N 44 59'13" W 1,3.74' I B4500, 45'12',35" ,35.51' 18.74' 2' MIN. UNDISTURBED EARTH TRACT NO. 16021 C N 89'48'12" E 122.93' EXIST. S.D M.H. BACKFILL WITH 1-3-5 MIX CONCRETE T B T , D .300.00' 10'5826 57.46' 28.82' OR COMPACT SOIL TO RELATIVE STREET IMPROVEMENTS AND STORM DRAIN PLANS E 411.00' 08'1228" 58.88' 29.49' L'QN.S�UC�ON NO�.S.' DENSITY REQUIRED BY SPECIFICATIONS 3 F N 4155'50" w 9.86' BROOKFIELD DRIVE DETAIL A BACKFILL MAY BE MI I F N 18'20'34" E 30. 11' © STRUCTURE IS LAID ON UNDISTURBED GaWn?M714RVP 20000. N.T.S. EARTH TO STORM DRAIN WALL. ' C W5MWr 38` RCP 17500.® pFESS/0 APPROVED BY: DATE:SECTION P-P �- CITY ENGINEER � � � RCE NO. 24953 © CIOWS�R�CT A�4Ni aE W. 4 PLR CITY STD .311 �O,o�� D I E R�SFti �yc #4 0 18 O.0 Lu LLJ 4K 11EUnderground © 9121 WO EXIST. A�WYaE PER OI W ,WON H E17W �„ 2 DESIGN BY: RECOMMENDED Service Alert A=45, 8=36, C=4.07, D=84- a S=1310.42, EL R=1.310.50 N0. 43886 SECTION G-G ,� PHB & ASSOCIATES, INC G� EXP 6-30-05 MANHOLE REMODEL DETAIL_ JEDCall: TOLL FREE (s2s) 914-6256 FAx (s2s� 914-5756 COWSTRCI�G'T rA7W B45N PIR MY STDf 3010 MID LOCILDRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET 7.; "Flo million —800 DIEFRESSM PER aTY STD. 307 C45F E. CIVIC- �! EW PLANS PREPARED UNDER SUPERVISION OF OF Lj Lj 227- 2600 ® £JI'7S m AwHOLE AawT TO &Wff SEE DEWL A HMEOW. '4TF �� N . T. S . CAI.�Fp CHECKED BY: R.C.E. NO. 43886 v John D�e�csen 0 Lij 71M0 WORKING �� BEFORE YOU Date MARCH 2002 Exp. JUNE 30, 05 Q JED a OF SHEET -�