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HomeMy WebLinkAbout2315 BENCHMARK: No. looto ALLSTATE RECYCLING FACILITY FD. 2' BRASSa� 'N SOUIHMesIERLY LEG OF�'�' A OM TOMER No. 15 STAMPED 'aa Co. SURV m aAL L220, Q3 ALES Nom oF 41H SIREET 100 FT.. EAST OF CA QF E1I11MDA AVENUE ADXSIMEIVT YEAR. 1976 8889 E AVE RANCHO CALIFORNIAALIF RNIA YEAR LEVELED. 1987 ELEVATION: 1oisaw TIWANDA AV NU STR T IM ROV M NT LANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS CU 97 �24 MOD 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 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. A 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE ! HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ! N LH, LSI E RD ! ! 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALLLU J i BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS :EF 24TH ST ! i OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. STA. 10+00 a .............. i INTERSCTION OFa- 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING SERVICES ETIWANDA AVE & o a `b moo- 00 vQi BANY ST Q Q i SUMMIT AV DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA ............... LLJ - - - - - - EMO ❑�� > > I `r .. EASEMENT OR RIGHT-OF-WAY. =� N = Q HIGHLAN �4VE r 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL — _ _ _ ETI'06'46 E A l/E_ _ _ _{_ _— _ __ �.\ - 0 30 HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE - �- �" ,u o N o0 os'4s" E 3os.oz' o. 19 30 ;Luz'Lill J THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT N , ¢.. J i WARPED OR VERTICAL CURVE AREAS. I :.;.;- >:;.;.;.;>.;::;:;;:<; _ _ ;....... ::..:.. >::::::• >:� : ;;»>;>;:.;:<;»:.,...,.... - f L............ • - _ M �, ._ _ z Q = - VICTORIA PARK L 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE - .� r, - — = i Q CONSTRUCTED PRIOR TO PAVING. I I r �__ I, "' ' v BASE INERD -- Q I r a Y 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND Q r i ` ' SEE SHEET 2 OF 5 HUR H S V I I� ! AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A _ ; 0 i WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING, . INDEX MAP FOOTHILL 17-1BLV 66 a 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL w : ■ TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADA11ON OF ASPHALT PAVING. 1"=50' > ': w w w w w 10500 CNC CENTS DR. ¢ i > > > > > RROW ROUTE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. > i z o w LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND i Q Q 0 > Q BNSF RR i EQUIVALENT OF AGGREGATE BASE. 0 z 0° _ - Milli 1 111111 PUJ _-• � 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE > Q = STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. 6TH ST N a_ i Q _ z 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF ROCKY MATERIAL, THE �; o r PROJECT SITE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL 4TH ST -. _ L..-..-..-..-.._.. _..-.._..-..-..-..-..-..-.. .-..-.._..-.. . -.._..-..-.._..-. -. VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. VICINITYMAP 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. NOT TO SCALE FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. WEST EP � ETIWANDA AVE. 50' (STA 17+00 TO 20+00) RW 40' (STA 15+20 TO 17+00) SHEET INDEX 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF.TT-IE DEVELOPER, THE I EXISTING SURVEY MONUMENTATION CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. VARIES 20' 16' 14' 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. 2' 1 hereby certify that I have identified all survey monuments of record(s) that could be disturbed 1 TITLE SHEET r— _40- by this project. All said monuments which currently exist in the field are shown on these plans 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND 401-B SHALL BE x w and are described as follows: 2 STREET IMPROVEMENT PLAN CONSTRUCTED AT EACH INTERSECTION. 2� 1 2 z > 2% o > 2.1 NONE 3 SIGNING AND STRIPING PLAN 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF MA ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL SLOPE I SLOPE 1� MIN. X— "MA77� I 4 SIGNING AND STRIPING PLAN BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. _ _ _ _ _ _ _ _ — — — — — — — — 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT — — — — — — — — — — 3r 5 CROSS SEC11ONS FROM 15+00 TO 20+00 CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. �-17. CONTACT UNDERGROUND SERVICES ALERT TWO WORKING DAYS AS REQUIRED PRIOR TO EXCAVATION. PHONE NO. EXIST. AC AND BASE 2 JOHNR.' 1-800-227-2600. �-.�.^ �. F C� Dated_PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: �+ �°: �o,��f.er�1 V.L.S. No. 5C4y (rDAWSON • 47 A. FONTANA WATER COMPANY 6-30'!l�! 15966 ARROW ROUTE FONTANA, CA 92335 TYPICAL ROAD SECTION - ETIWANDA AVENUE C�-'' PHONE: 909 822-2201 NOT TO SCALE B. SOUTHERN CALIFORNIA GAS COMPANY DEMOLITION NOTES P.O. BOX C MONTEREY PARK, CA 91756 10 SAW CUT EXISTING PAVEMENT PHONE: 800-427-2000 C. CALIFORNIA EDISON COMPANY 219.3 CY REMOVE EXISTING PAVEMENT & BASE CONSTRUCTION NOTES FOR STREET TREES 7951 REDWOOD AVENUE 15 TREES 3 REMOVE EXISTING TREE FONTANA, CA 92336 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. PHONE: 909-665-4555 2 RELOCATIONS —Q RELOCATE EXISTING POLE & GUY WIRES, BY OTHERS 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE D. CHARTER COMMUNICATIONS FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 4240 N, HALLMARK PARKWAY MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. DESCRIPTION OF REVISION CITY SAN BERNARDIN CA 92407 DATE APPROVED PHONE: 909-8800-0220 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. CITY OF RANCHO CUCAMONGA E 140100E. PHILIPS BLVD CONSTRUCTION NOTES & QUANTITY ESTIMATE 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. POMONA, CA 91766 PHONE: 909-469-6354 240 LF. --Q CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2-8). STREET TREE LEGEND TITLE SHEET 213 TON A.C. / 260.5 CY C.A.B. CONSTRUCT 5" MIN A.C. PAVEMENT OVER 11" MIN C.A.B. PER CITY STD PLAN 100-A. SEE GENERAL NOTES NO. 10, SHEET 1 FOR ADDITIONAL INFORMATION. SYMBOL STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY FOR 1236 SF ---Q CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. CUP 97-24 MOD OETIWANDA AVE GEIJERA PARVIFORA AUSTRALIAN WILLOW 5' 25' 15 GAL 9 8889 ETIWANDA AVENUE RANCHO CUCAMONGA, CALIFORNIA Dp 706 SF CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W=50', R=10'. ROW 2012- 2 EA. INSTALL 9,500 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR QROVESS/�N APPROVED BY: DATE: 3/13/2012 AND COORDINATED BY DEVELOPER. N 9l CITY ENGINEER RCE: 53672 10 EA. INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. = z DESIGN PLAN PREPARED BY: REM a W No. 46719 m R.G. LIN Consulting, Inc. 176 LF CONSTRUCT 4' WIDE CONCRETE LONGITUDINAL GUTTER PER CITY STANDARD 106-A. * EXp,06/30/13 * pRpyyN 21660 EVIrand COPLEYcDRIVEC SUIITE 270 I�Qe� SIV HEET CALL 1 EA ADJUST EXISTING VALVE COVER TO NEW GRADE `rI CIV\L �P M.A. DIAMOND BAR, CA s17s5 81 1 9jE. of `\Fa�� (909) 396-6850 Fox:(909) 396-8150 1 OF 5 2 WORKING DAYS BEFORE YOU DIG (;A CHECKED R.C.E. NO 46719 DRAVI�[JG N0. l�� L)'�Z R.G. DATE .3 /2//2 FILE NO - BENCHMARK: No. wo ti ,— l 9 FS) FD. 2" BRASS DW IN SOUIHNESIERLY LEG OF SOUTHERN CAUFONA ED18aIN TONER NO. 15 STAMPED 'S.B. co. SURVE= B.M. 1.220, Qj ALES Nom OF 2 1120 47H SIREET, 100 FT. EAST OF C/l OF ETIIYANDA AVENUE 1120 p"� s9 ADJUSTMENT YEr4R: 1976 YEAR LEVELED: 1987 ELEVATION: 1o65.s41 1r_1 m1115 77 - XIs RF c 1115 ti 2, ° E IST. SU FA E T ti 1120 of 1120 po ( ,39 0) u - U U 1115 m w 1115 c�a ILD J U U J d (D 4u) O P 00 N O_ + ca + 00 + m U W m0 � C�IN N N © Nv _00-- j 0 O _C) U CD U N + C- N + + O % 00 o U H Q U o o Q o ` O oo =1 ' IST SURF CE T AS T o — 2 �41 .1 L-6 I U UJ � Mco � � a 9 w N � 1120r ruu) A —B RM 2 s J _�- E • 9 TR NSITION •4 s 0 0 � �, u7 — 9 4, o r A (D wi EX T. SU_ FA E T r? + N U N R 3 1% ' 1115 1115 .0 ,. Al INN- 0.7 0 3F 8 0 ---- SCALES G T R L VER: 1" = 4' EX STING L HOR: 1" = 20' 15 16 17 18 19 20 1 z EP ETIWANDA AVE. ,T,,, EP t 0 4 EP W a , CD O x O H X dW- CU �� I / /m m D_ O m [+u Z D_ N STA. 10+00 c� - �r w INTERSECTION OF cn c� m w o m cn I J r7 /, . w o: o o — o f- U �, N n. LL �� O ^�,Zz C:) a:a: 5 O 00 C dUj Lo n UJ �l0 l m =�N - (O - U'_ wo J wm z o •• ►n p W ro � � coo tjN �Q O tY tOD -W dOLi� U L� � I- U (nom N _ am IC" (n o I�I 4pU 00 r- x � X ETIWANDA AVE. O m J O °° J O O ¢ � w co �- �- I � � N co v rn w w .o LL ( >,r� � co Cr 1-=1J�' 0 00 N w �w N H l ~ w U J U t17 00 O O r7 c0 p) tn, O (1r7 O X N i/O O LL O V L+- m _1 O + O - I 00 N + N co r� 0 Nd N O Nm p c+o W � ca �ci I + `0 00 /j N + � � + II & NAPA ST. o, co � 'n F- `r u 00 _ 00 00 ( + O + o o + U �n O m + f U + W z Ni ri cO.-N c c� + co + + co \ rn rn + Cl! M r•M cV W W cow X � x cow - x F CD •- mU � � � r- aoLd C4 o-0 00 // O O a0 W O_ NElf CD W � �N 10 - - I � o: n: w ww � 0_ w �4k Uj - - 18+00 - -�- - - / � � w 19+00 ? � `V O � � � I 20+00 I - - � o � � 15100 `� �.-.m m 16+00 17+00 � - - I - - / - - - - - - - - - - Most: 1 �� - - - - -- - - - - - - -I--I- _� - I N Op - 06 46" 30/8. 02' MON. 2 CL o o - FD. PK NAIL o �, o FD. PK NAIL a o / / & WASHER N 1 2 ��S JOIN AND S gF5 pF & WASHER N I �pF / Lo N '1FS / ��F �.°'� ti \ V) CN CL ,�.y5 MATCH EXIS- - - - - - - - - - - Ik - , ni`.- - - - - - - _ ' / `1� / �'kd `L 1 2 -1. ri -f - 1 ; � .. _ 1 : F- I �. O I 2 is l i + �'+` + , , r + � i I +` 1.55% `5%+ � I — s- - - - - - - _ _ _ _ _ _ _'— _ _ _ _ _ _ _ _ , r . I \ � � 5 b O 1 ,�- - -i - - � .-- 0 f fi s ti 4 � r } � JOIN AND ,� •_. • � � � � ( J cD _ / R W S i -G - - - - 1 2 8 7 AC BERM , 1. _; 2% i J 2% ;'� 2! u R W <w r r_ 2� ° U�1 - - - - MATCH EXIST. Olt _ -- - ............. � I I I � TRANSITION CURB ��.. R W , EXIST. 3 3 TYP 6 TYP 3 TYP - II sF ` \ I I I / F.H. FUTURE DRIVEWAY II I I � NOTE: ALL EXISTING TREES (RHUS LANCEA) WITHIN CITY RIGHT-OF-WAY SHALL BE REMOVED AND Cily REPLACED WITH NEW STREET TREES PER TREE LEGEND ON SHEET 1. CONTACT CITY PLANNING DESCRIPTION of REVISION DATE APPROVED DIVISION FOR TREE REMOVAL PERMIT. CITY OF RANCHO CUCAMONGA DEMOLITION NOTES CONSTRUCTION NOTES ETIWANDA AVENUE STREET IMPROVEMENT 1FI SAW CUT EXIST. PAVEMENT 1D CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2-8). PLANS Q2 REMOVE EXIST. PAVEMENT & BASE Q2 CONSTRUCT 5" MIN A.C. PAVEMENT OVER 11" MIN C.A.B. PER CITY STD PLAN 100-A. 20 10 0 20 40 700' N/O ETIWANDA AVE. TO 1000' WO ETIWANDA AVE SEE GENERAL NOTES N0. 10, SHEET 1 FOR ADDITIONAL INFORMATION. Q REMOVE EXIST. TREE SCAtF 1• = 20' FOR RELOCATE EXIST. POLE & GUY WIRES BY OTHERS 03 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. CUP 97-24 MOD ® REL 8889 ETIWANDA AVENUE RANCHO CUCAMONGA, CALIFORNIA Q D ® CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W=50', R=10'. ROW 2012- INSTALL 500 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR SOF ESS/p APPROVED BY: DATE: 3/13/2012 Q5 INSTALL p Q �9l CITY ENGINEER RCE: 53672 AND COORDINATED BY DEVELOPER. �,o��WUN © INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. �, DESIGN PLAN PREPARED BY: RECOM ED W No. 46719 R.G. LIN Consulting, Inc. a 7 — -m CONSTRUCT 4' WIDE CONCRETE LONGITUDINAL GUTTER PER CITY STANDARD 106-A. a O Ez ,06/30/13 DRAWN Traffic, Civil and Electrical Consulting Engineers SHEET �[ P * 21660 E. COPLEY DRIVE, SUITE 270 CALL 8 ADJUST EXISTING VALVE COVER TO NEW GRADE `r CIV1\- �� M q DIAMOND BAR, CA 91795 81 1 T9 (909) 3 6--J6/850 Fox.-(909) 396-8150 2 OF 5 lF OF 0 \F�� CHECKED G�/� R .C.E. NO 46719 DRAWING No. 2 WORKING DAYS BEFORE YOU DIG _ �j// R.G. DATE FILE NO BENCHMARK: No. tom WEST EP ETIWANDA AVE. RW FD 2' BRASS D19( IN SOUIHMESMY LEG OF SOUNN CAUF7ANA MSM 50' TOMER NO. 15 STAMPED U CO. SURVEYOR aAL L220, Qj ANTES NORTH OF WEST EP ETIWANDA AVE. RW VARIES 20' 16' 14' 47H STREET, 100 FT. EAST OF C/L OF ETIWANDA AVENUE � 40' I ARS1997 976 VARIES 20' 16' ^ ^ N Z ELEVATION: 1oms41 18 o (D w M u- ' 00 o� z N 10' 4' S CD O O cD LL Ln LJi N I v 1 2 CN NOS N 22 LO � 1 2 LO o ¢ EXIST . SURFACE 2� a�q° 2% S\_ 1 (0.87.) 1%SLOPE 1% 16 _— — - - -- - -- - - -- - - - - - -- - -- - -_- - - -- -- - - - - - - - - - -- -- - -- -- - - - - - - - - ----_----- - -- -- _ 20 , , CONSTRUCT AC BERM - - - L --- -- -- - - - -- -- - - - - - TRANSITION CURB �- -- - -- - - - - - - - 2 - - EXIST. AC AND 14 EXIST. AC AND BASE D-- BASE 4 EXIST. SURFACE STA 16+88.15 STA 19+00 18 H: 1"=10", V: 1"=2' H: 1"=10", V. 1"=2' WEST EP ETIWANDA AVE. 40' RW WEST EP ETIWANDA AVE. RW 50' VARIES 20' 4' VARIES 20 16' 14' 4' 22 UJ L- ^ V) Ln X W J ^ ^Cn NZ CD (� M c0 W W L01 LL— L� W� , O ai �- Oq 1 2 Z � � p < MI 16 N 1 2 � Z00 > 2 N � ?% 2_ EXIST. SURFACE �. I 2' l MAX 20 WEST EP RW SLOPE 1% ETIWANDA AVE. --� _ (0.95%) 1% 50 - -- ---- - - -- -- - - - - - - - - - - - -_ — _— �-- - -- - - - - -- - - - - — - - - -- -- -- -_ -- — —— —— — —— — — ---'__- -- I� VARIES 20' 16' 14' 14 EXIST. AC AND I - - ----- - ----- BASE 2 - - - - - -- -- - 18 EXIST. AC AND 1 u- u- u- X z � u- 4' u- 2 BASE 2 N N N Z: LLu 'Lq co STA 16+50 12 LO STA 18+50 � I� 1 2 N < 2 N to N 2% ' r— v H: 1"-10", V: 1"-2' H: 1"=10", V: 1"=21 SLOPE � 24 1% � EXIST. SURFACE - - - - -- -- -- WEST EP ETIWANDA AVE. RW I- - - - --- -- --- -- -- -- -- - - - - - 50' WEST EP ETIWANDA AVE. RW22 401 VARIES 20 16 14 - - - -- -- -- - 2— I BASE AC AND VARIES 20 4 STA 20+00 1 cn N N z H: 1"=10"s V. 1"=2' - - ><Lu o N F 16 z> , u, Nz ao c6 � - 4 1t r- 00 O 1 2 OZ00 > L I NO 20 rM v � O < nI 1 2 2' � � 2% 2% I SLOPE 210.1—_ -- - - � EXIST. SURFACE 14 -- --- 2' l MAX -- -- --- - - - - - - - - - -- -- -- - - - - (0.85%) 1% ___ WEST EP ETIWANDA AVE. RW --- - - - - - - --- - - - - -- - - - -- JOIN EXIST. - - -- - - - -- -�' I - I j SURFACE - - - - - - - -- - - ---- _- -- --- -- 18 50' L----- - - -- -- -- -- - - -- -- - -- - - -- - - -- - - - 3 VARIES 20' 16' 14' EXIST. AC AND BASE 2 12 L- - - -- - - - -- -- -- -- - -- - - I 4' 5' 24 STA 16+00 EXIST. AC AND 2 1 ^ ^ z Lq STA 18+00 BASE " 16 V) (n N x w N 2% H: 1"=10", V.- 1 =2 H: 1 =10 , V. 1 =2 rn 1 2 Cz > 2 SLOPE �04 < 1% 22 WEST EP ETIWANDA AVE. RW _ __ _ I - - - - - --- -- -- -- -- -- - - - - =�� 40 WEST EP ETIWANDA AVE. RW r-- - -- --- -- - - - -- - - -- -- - VARIES 20' 4' 50' 16 VARIES L — __ __ _ _ _ ___ __ _ 1 20 16 14 EXIST. AC AND - - .� ^ ►- I 20 BASE 2 2G z N u- 1 2 L'- X -- EXIST. SURFACE O Mz > N N NNZ 4' to ro SLOPE I JOIN EXIST. 14 ; o o w M � STA 19+50 SURFACE ,� z a H: 1"=10", V: 1"=2' --- -- - - - - - -- --__ �_ o ¢ r— % 1 2 :tea 2' 2% 2 ° r_ -- 2. MA 18 - - - -- - - -- - - --- - -- (0.5%) - -- - ---- - -- - - - - - - - -- � _ ___ 12 EXIST. AC AND -- -- -- -- -- - - - - ----- -- 3 I BASE 2 r— I� STA 15+50 I - 16 H: 1"=10", V. 1"=2' EXIST. AC AND BASE STA 17+50 2 1 DESCRIPTION OF REVISION CITY DATE APPROVED WEST EP Ii ETIWANDA AVE. 0 4 ' RW H: 1"=10", V: 1"=2' CITY OF RANCHO C U CAM 0 N GA VARIES 20' 16 WEST EP ETIWANDA AVE. RW 50 ETIWANDA AVENUE STREET IMPROVEMENT VARIES 20' 16' 14' PLANS Z ^ - CD W I 4 CROSS SECTION FROM STA 15+00 TO 20+00 u18- �- �- uj N FOR 1 2 v ° v� ' 14 N u- 1 2 o w 2' to LO 2% r_ CUP 97-24 MOD 0.55% 1.67q — — — Co 00 � Z > 2./ MAX 8889 ETIWANDA AVENUE RANCHO CUCAMONGA, CALIFORNIA _ _ --- -- -- -- -- J— --- -- - �_ - �- 0.2%Lri � � � 1q ROW 2012- -- - - - - -- -- -- - - - -'— - - --- -- -I-- -(~) - - - ° _ ��- II 16 VESS/ APPROVED BY: DATE: 3/13/2012 r - RECONSTRUCT 12 - -_ -- _- - ----- -- - F - QR �Nq CITY ENGINEER RCE: 24953 AC BERM - -- - - 3 �� L _-- -- -- - -- -- -- -- -- - -- - I ��Q�Cr wUN DESIGN L- -- - - -- -- -- -- -- -- -- - +, PLAN PREPARED 8Y: RECOMM D EXIST. AC AND 2 - � No. 46719 m R.G. LIN Consulting, Inc. BASE EXIST. AC AND 14 r'' Traffic, Civil and Electrical Consulting Engineers 1 Exp.06/30/13 DRAWN 21660 E. COPLEY DRIVE, SUITE 270 SHEET BASE STA 17+00 2 * QIAMOND BAR, CA 91765 s P STA 15+20.00711129 _ CIV1``Q (909) 396-68500 Fox.(909) 396-8150 5 OF 5 H: 1"=10", V. 1"=2' H —2 qlM.A.M A F OF CA1�'�� CHECKED �1f� DRAWING NO. R.C.E. NO 46719 `tel R.G. DATE FILE NO 2315