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HomeMy WebLinkAbout2322ALLSTATE RECYCLING FACILITY- WHITTRAM AVENUE GENERAL NOTES 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 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 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. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO E07MrG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONS7RUC7ft WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SLID -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REOUMNED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTKMN. TRENCH BACKF ILL, COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A 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, 8. AT THVCOMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS 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. LISTING ALL TESTS OR DE19""TMONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE " R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL W #C H CONSISTS OF ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 0404 PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB- GRADE, A SOILS SIERILANT REGISTERED BY THE E.P.A. 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 PAWING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE ORTHE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 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. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 -A A 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED WRING CONSTRUCTION. UPON REQUEST THE 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 FREE, ORDERLY STATE, THROUGHOUT 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. 1- 800 - 227 -2600. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92335 PHONE: 909- 822 -2201 B. SOUTHERN CALIFORNIA GAS COMPANY P.O. BOX 3003 REDLANDS, CA 92373 PHONE: 909 - 335 -7583 WHITTRAM AVENUE STREET IMPROVEMENT PLAN FOR 13195 WHITTRAM AVE, RANCHO CUCAMONGA, CALIFORNIA w a °1 Q v I _ 10100 -n WHITTRAM AVE 36 61.19 3) - w 13195 13207 13 21 I 13231 13243 13253 SEE SHEET 2 OF 4 INDEX MAP SCALE: 1" = 60' !VICINITY MAP NOT TO SCALE N R/W WHITTRAM AVE. S R/W �� �16711.19:Iiiya TYPICAL STREET SECTION - WHITTRAM AVENUE NOT TO SCALE CONSTRUCTION NOTES 571 LF. -O 275.50 TON A.C. / 190.50 TON C.A.B. -� 2,233 SF. -O 1,311 SF. -® 120 SF. 0 3 EA. -© EXISTING SURVEY MONUMENTATION. I hereby certify that I have identified all survey monuments of record(s) that could be disturbed by this project. All said monuments which current exist in the filed are shown on these Plans and are described as follows: NONE Dated L 27- I Z CONSTRUCTION NOTES FOR STREET TREES 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET TREE LEGEND SHEETINDEX 1 TITLE SHEET 2 STREET MIPROVEMENT PLAN 3 CROSS SECTIONS FROM STA 29 +00 TO 32 +50 4 CROSS SECTIONS FROM STA 33 +00 TO 34 +71.00 SYMBOL DEMOLITION NOTES BOTANICAL NAME C. CALIFORNIA EDITON COMPANY MIN. GROW SPACE SPACING SIZE 7951 REDWOOD AVENUE 1❑ SAW CUT EXIST. PAVEMENT. PISTACIA CHINENSIS FONTANA, CA 92336 5' 1 PER PLAN 15 GAL PHONE: 909- 665 -4555 10,807 SF -Q2 REMOVE EXIST. PAVEMENT & BASE. D. CHARTER COMMUNICATIONS 3 EA REMOVE EXIST. STREET LIGHT ON WOOD POLE, BY OTHERS. 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA 92407 221 LF 4 REMOVE EXIST. PCC CURB & GUTTER. PHONE: 909 -880 -0220 E. VERIZON 1 EA REMOVE & RELOCATE EXIST. 5/8" WATER METER, 1400 E. PHILIPS BLVD., BY FONTANA WATER COMPANY. NEW LOCATION PER NOTE 11 POMONA, CA 91766 PHONE: 909 - 469 -6354 �� �16711.19:Iiiya TYPICAL STREET SECTION - WHITTRAM AVENUE NOT TO SCALE CONSTRUCTION NOTES 571 LF. -O 275.50 TON A.C. / 190.50 TON C.A.B. -� 2,233 SF. -O 1,311 SF. -® 120 SF. 0 3 EA. -© EXISTING SURVEY MONUMENTATION. I hereby certify that I have identified all survey monuments of record(s) that could be disturbed by this project. All said monuments which current exist in the filed are shown on these Plans and are described as follows: NONE Dated L 27- I Z CONSTRUCTION NOTES FOR STREET TREES 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET TREE LEGEND SHEETINDEX 1 TITLE SHEET 2 STREET MIPROVEMENT PLAN 3 CROSS SECTIONS FROM STA 29 +00 TO 32 +50 4 CROSS SECTIONS FROM STA 33 +00 TO 34 +71.00 SYMBOL STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY 0 WHITTRAM AVE PISTACIA CHINENSIS CHINESE PISTACHE 5' 1 PER PLAN 15 GAL 7 CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2 -8). CONSTRUCT 4" MIN A.C. PAVEMENT OVER 4" MIN C.A.B. PER CITY STD PLAN 100 -A. SEE GENERAL NOTES NO. 10, SHEET 1 FOR ADDITIONAL INFORMATION. CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W =PER PLAN, R =8'. CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE R -1; W =13', X =3'. INSTALL 9,500 LUMEN HPSV STREET LIGHT ON CONCRETE POLE BY SOUTHERN CALIFORNIA EDITON; PAID FOR AND COORDINATED BY DEVELOPER. 571 LF. ­0 INSTALL 4" SKIP YELLOW LINE PER CAL TRANS STD. PLAN NO. A20A, CENTERLINE DETAIL -1 46719 * Exp. 6/30/13 i PROPOSE SIGN AND POST 3 EA. - ® CONST. MAIL BOX FOR ADDRESS: 13195, 13231 & 13221, 13228. 09 EXISTING MAIL BOX TO REMAIN. 0........... ..... PROPOSE STREET TREE 1 EA, 10 INSTALL WATER METER (IRRIGATION USE) BY FONTANA WATER COMPANY. P;ROG 1 EA. 11 NEW LOCATION FOR FOR EXIST. 5/8" WATER METER. DI RT R26 ................ NO PARKING ANY TIME TIME 7 EA. 12 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. R26(CA) 4 EA. - 1 INSTALL R26 SIGN AND POST PER CITY STD PLAN NO. 401 -B, WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" (R81A) PLAQUE, M111.f1tE R81 ................ BEOIN & END i INSTALL SIGN ON POLE WITH "END" (R81B) PLAQUE. SEE DETAIL ON SHEET 1. 1 -800- 227 -2600 R81A R81 2 WDrkhq Days Before You D' BENCHMARK: AAA two 1135 1135 ', FV. r &UZ ON N SOURM113 MY LW OF SOURM CUM IRM MINER Na 15 STA19'ED U Co. SUPYEY17rP 9,AL ur,, R3 wB NwiH of 'D Lp� 47H SMUT, too FT. EAST OF C/1. OF EMWVA AWRE 13 � ' AVA SIAENIT WM 1916 ;av �A — )'EAR LEW31D 1967 EI EVAT10N. 1o65,641 -- 1130 — -- -- E-30 - -- _— - - -- -- \—EX. EP 1135 , _ 1135 Fri �y `bl' (q.8 %) Ily 1130 (0.2 %) 0. . — r — — — — — 1130 — SEX._. FS.. 0.. . : .... _ .... .. _.. .. _ ... .. _ ui Ma- W UJ �� cn � JN �w ��� 1135 1135. J UJ�(JJ w ���� p�M +MM r- F1___ Z~ m t- m U m OU C) Hli MfD � N� M U M J pC>J . t- a0 O' a0 .- - 't �. �.- ZO: .. ... . a.. . U..:.. o.. ti._.. ��.. .. .. Q.N� �N NM�r ) (r2 U_ NO _.N _^ (I5 �'(+- OW __.,n NU �. 0... ... +�.0... 1;,, ;;).:. M.-T M.� -.,_ W-y.v . .. .. ... . . _. . .. .. .. (C N �N m U U _..UJ UJ �N� �M �M(D OU .� .CA �ad� MU tM �MM "Y °z +pO oc5 �m + m Qo =_ �+�_ ��m �11�_ PROPOSE S. TC .. ,. ,.. .. ¢....... UI m N d F- 1- F-.e`' l-. _d^ + N MM m 1-w �O OM M(D �MN rMN.+. M.N �U. N _ �...+ q.8 %) 10 .r LJi UJ U MU UJ U �V'h OGA w. aOr o)N M � M� Mi- -.- M O N M• c C� M-w �'� i� nd� °W ^o U' mm orn \ \ M _ \ q.8% M _' M csrl> i\ J ...M N .- V aj o6 ... � U.. .. + N NNE. �`l. �d... $$' R =8, _ O U N to n0t� O w (D • U M + N N N_ OM Q. .- \l \ :.. -8 r)Z N +NOD p;U p+i N= NN _T OM .-� �O_.. -8•. _ " %�.... 17� _. .. .. . . . .. . .. .. . .. CD -' .'.''- N o R @8, R =8 r 7r� raj F 1130 R =� _ _ �� �0 1130 -- 0.4 %) '9 Tj�� rr28 � r�9r -EX . FINISH \9 ,2 �c �-PROPOSE S. FL 9 SCALES X. FL e6FC �c. 96 (c_ STO SURFACE 32 c VER: 1" = 3' HOR: 1" = 30' n N �' WO I LLI N Z� IQ w (17 ° 3 (ii (n 6 ¢ O w 6 rn 00 O Z- QI 00 m of D= M x C) o M o 3 D: (o N z a ¢ C- 3 (() D w W cr w I cr � wa o N w W r ww g M o � ¢ z M Ne 3 o_ w z 9 � wU w �> a a 3 0>0 x 3 C7 w g o = Z o o c > = z a �� c >o o a CD o_ z N w Z a a to CO a pM c� a o \ - a 0- x a ¢ c.� x O -' ) a D- co x¢ X = 00 U a¢ J <t W C]~ = OD a' _ W = W G� Imt wN J c (D Z N� W Ci In W a J mZ NC_ W f-Z ZCi CD a U J W \ M p ~ M �- U N w0 4 W W i-M m J CD (.� M O o n¢ O¢ r- H ¢ x W �"� O \ a0 (D O -p- X M O -WU) H M co M X C:) (0 ¢ U O M\ O x W M co 0= w W E_ 7 N...... O �N H (D T)J¢ -¢ U N O sY n: } W a (n r, N3~ ¢ Y � aD O N - O+�.W -. M CA UU O YI !� O N o U Nj n ¢ W O M (� N 3 3 - ^ N cjw n M m - Nj of W N _ \ n N n! . t- (C o M Di ¢ W N \ -w N O) N pj W a' \ OD M (D p U MOH. 1005 N OOD OD + ,Z �m co_ + d'0 +J if)� +N N m +3 m +3ao s n: + m +- Na +0 �t + U 0 + U N n V +o a W }o M +o a M�a + a0� +_ + D -o Z DL, _ + N o0MM `- W FD. PK NAIL & XF� ``' (N o)� N Wp D7X N W (7)W¢ N 0 3 CA N X W n CAW N N Z [A N \ Z X W aD N OX M O¢M M M CL �-= M �_ DD M XOD N W X N W a0 N NO M _CD Z a v J M 0_ a MXO M W H X W OD MX N. M tx W M x W a W O V' N M 00 ZO`- W Q WASHER, LS 6932 - - - - - - - - - W - - - - - - 1-- - - - - - - /1 '— - - - - - -- MD N. 1000 2 2 END OF PROJECT L &WASH ER, I 7 2 1 P JOIN AND MATCH EXIST. P 1 7 1 P 7 0 EP 7 STA. 34 +71 = EX= STA. 24 +71 ON SB CO SUR I JOIN EXIST. SKIP YELLO 7 _ COUNTY OF SAN BERNARDINO ° WHITTRAM AVE. • _ R DEPARTMENT m 0 10 0 EXIST. SKIP YELLOW pQ E 0 +00 31 +00 w £ 32 +00 1 2 33 +00 34 +00 E 35 +00 DWG. N0. 277, SHEET 3 OF 3 36 +00 36 1.19 _ _.35 ....__ 2 EXISL SKIP YELLOW Q STA. 10 +00 = EX. STA. 0 +00 N 1 2 1 1 n 1 4 3 JOIN AND 3 1 4 3' 1 1 STA. 36+61.19 = EX. STA. 26+60.63 0 INTERSECTION OF WHITTRAM AVE. 1: I 3 "�_ 2 3 3 CN MATCH EXIST v OIN EXIST. SKIP YELLOW INTERSECTION OF WHITTRAM AVE. Z & AVE. PER & HICKORY AVE. PER Q COUNTY F COUNTY OF SAN BERNARDINO _ _ -- f -; • COUNTY OF SAN BERNARDINO _} _° �_ ROAD DEPARTMENT _ o �wM ° �) DWG. N0. 277 11% 11% 11% 11% 11% ^ DWG 0. 2RTMENT t L,J SHEET 1 OF 3. — - - o 12 TYP o z 12 TYP. o INSTALL SIGN ON a BEGIN OF PROJECT z z > w Z O= o Ld 1 } } oz z W W 0 13253, 13 POLE W/ "END" QROfESS /oN9 E STA. 29 +00 = EX. STA. 19 +00 ON p Z �' � 3 - a Z 2_ w c3 ¢ ¢ 3 w 1 ( ¢ w ¢ 3 w ¢ 3 �' _ yr m ¢ a R816 PLAQUE APN: 0229 - 192 -02 ( ) O l Q� �WUN ry yc COUNTY OF SAN BERNARDINO o m p = ¢ M w >_ z ¢ W N \ a > > v ? o w ? J � 3 I I h, O� a ROAD DEPARTMENT \ a l o o f 0_ J 3 N [if 0 1 o G' o ¢ ¢ w< No. 46719 E - DWG. N0. 277, SHEET a 0 �3^ ¢ ¢ I '� �_b � =N¢ 4 ° ¢ � m J W � I ° + o M I rnw n M I Iwo v~J�I ° CONSTRUCTION NOTES w Ezp.6 /30/13 d + (n W O + O II O ^ W W N Z c p [r a' v + p O II 3 + o _ + 11 M p II G3i 3 +per N II Z M � I , 'rT Z a cy N Ci 3 M M C3' 1 1 M 3 M (3(3 1O CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2 -8). CIVI�- �P �rE + 3 0 - 4 5 4 4 OF t1E 13195, ("z 13207, i 13221, 13231, 13243, O2 CONSTRUCT 4" MIN A.C. PAVEMENT OVER 4" MIN C.A.B. PER CITY STD PLAN 100 -A. --�i� Q Mae' �.CT LTC uu+ToN pgR, o APN: 0229 - 192 -09 APN: 0229- 192 -18 ! APN: 0229 - 192 -17 APN: 0229 - 192 -04 APN: 0229 - 192 -03 SEE GENERAL NOTES NO. 10, SHEET 1 FOR ADDITIONAL INFORMATION. vf///�%'r/' A6-luEL►T i O3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. SARK DESCRIPTION OF REVISION DATE CITY APPROVED < DEMOLITION NOTES E ® CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W =PER PLAN, R =8'. CITY OF RANCHO C U CAM 0 N GA 1❑ SAW CUT EXIST. PAVEMENT. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE R -1; W =13', X =3'. WHITTRAM AVENUE STREET IMPROVEMENT PLAN 2 REMOVE EXIST. PAVEMENT &BASE. E © INSTALL 9,500 LUMEN HPSV STREET LIGHT ON CONCRETE POLE BY SOUTHERN 1,900' E/0 WHITTRAM AVE. TO 2,471' E/0 WHITTRAM AVE 3 ❑ REMOVE EXIST. STREET LIGHT ON WOOD POLE, BY OTHERS. CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER. FOR ® REMOVE EXIST. PCC CURB & GUTTER. O7 INSTALL 4" SKIP YELLOW LINE PER CAL TRANS STD. PLAN NO. A20A, CENTERLINE DETAIL 1. ALLSTATE RECYCLING FACILITY— 13195 WHITTRAM AVENUE, RANCHO CUCAMONGA, CALIFORNIA 91730 F5 REMOVE & RELOCATE EXIST. 5/8" WATER METER, ® CONST. MAIL BOX FOR ADDRESS: 13195, 13231 & 13221, 13228. DRC 2011 -00255 & ROW 2012 — BY FONTANA WATER COMPANY. NEW LOCATION PER NOTE 11 a O9 EXISTING MAIL BOX TO REMAIN. APPROVED BY: r - —_ -, DATE: ZA12 -' 2 a __ CITY ENGINEER L�?Y "fit __., RCE: Q(c 10 INSTALL WATER METER (IRRIGATION USE) BY FONTANA WATER COMPANY. DI RT l -.- DESIGN PLAN PREPARED 9Y: RECOMMEND a ALL EXISTING TREES AL WITHIN CITY RIGHT -OF -WAY SHALL BE REMOVED AND REPLACED WITH NEW 11 NEW LOCATION FOR FOR EXIST. 5 /8" WATER METER. VK LIN Consulting, Inc. g� STREET TREES PER TREE LEGEND ON SHEET 1. CONTACT CITY PLANNING DIVISION FOR TREE Traffic• CIO and Ele trkvl CmmIting Engineero 30' 15' 0 30 60' REMOVAL PERMIT. 1� INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. DRAWN 21660 E. COPLEY DRIVE SUITE z7D SHEET DIAMOND BAR, CA 91765 mi IQL flu VK (909) , -6 50 Fax: 909) 396 -8150 �— OF 4 1[� INSTALL R26 SIGN AND POST PER CITY STD PLAN NO. 401 -B, 1- 800 - 227 -2600 CHECKED ` DRAWING N0. SCALE: 1 = 30' WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" RS1A PLAQUE, ( ) 2 Working Days Before You Dig - R.C.E. NO 46719 ������ 2322 INSTALL SIGN ON POLE WITH "END" (R81B) PLAQUE. SEE DETAIL ON SHEET 1. RG DATE u/�I2 RLE NO Q ;<In N R/W WHITTRAM AVE. 0 I 1 a w N w , i L� j i—r- O! NI H u- 00 oi �. J O N N w N c6 00 N (V ___ -- T-- - XIST. SURFACE I EXIST. AC. & BASE STA. 29 +00 H: 1 " =10', V: 1"=2' (2 %)- S R/W 1130 1128 1126 N R/W WHITTRAM AVE. S R/W `— EXIST. SURFACE STA. 30 +50 H: 1 " =10', V: 1 " =2' N R/W WHITTRAM AVE. S R/W N R/W WHITTRAM AVE. L EXIST. SURFACE N R/W STA. 29 +50 H: 1 " =10', V: 1 " =2 WHITTRAM AVE. S R/W —1130 1128 —1126 EXIST. SURFACE STA. 30 +00 H: 1 " =10', V: 1 " =2' 1130 1128 1126 S R/W �LAR31. �)UKVAUL N R/W STA. 31 +00 H: 1"=10', V: 1"=2' S R/W EXIST. SURFACE STA. 31+50 H: 1 " =10', V: 1 " =2' 1130 —1128 1126 1132 1130 1128 1132 1130 1128 N R/W fQ i BRASS IM N SUU111N113MY LEG OF SOUHNIN cA1F1oN1A MW TOIER NQ 15 STAiM *U COL SUPW= 8A 11Ye, 123 00 N" OF 41H SHEET, 100 FT. EAST LF CA OF ETIIMA AWRE AOvA/S1AE'AIT WAk 1978 PEAR LEMM 1987 UVA nav: 10651841 S R/W L— EXIST. SURFACE STA. 32 +00 H: 1 " =10', V: 1 " =2' N R/W WHITTRAM AVE. S R/W —1132 —1130 1128 STA. 32 +50 H: 1 " =10', V: 1 " =2' !A 7' 1A Is"• •�• , „ 1, , , V, 1132 1130 —1128 MARK ` DESCRIPTKNd OF REVISION I DATE I APPROVED CITY OF RANCHO CUCAMONGA WHITTRAM AVENUE STREET IMPROVEMENT PLAN CROSS SECTION FROM STA 29 +00 TO 32 +50 FOR ALLSTATE RECYCLING FACILITY- 13195 WHITTRAM AVENUE, RANCHO CUCAMONGA, CALIFORNIA 91730 DRC 2011 -00255 & ROW 2012- APPROVED BY: DATE:,' -19 - --� CITY ENGINEER jjiz, RCE: s--3 a 7 t DESIGN ...PLAN PREPARED BY: RECOMWEN vK LIN Consulting, Inc. Tm/6c, Civil a,d ElecbPoW Cmadfi,g E0g1"eere DRAWN 21660 E. COPLEY DRIVE, SUITE 270 SHEET DIAMOND BAR, CA 91765 VK j96- Fox: 396 -6150 OF CHECKED �'1/'" �!�"� R.C.E NO 46719 DRAWING NO. RG pATE l��Z6 /2 FlLE NO 2322 N R/W � WHITTRAM AVE. S R/W N R/W STA. 33 +00 H: 1 " =10', V: 1 " =2' � WHITTRAM AVE. S R/W ®U N n. N R/W 4 S n a e r� n STA. 33 +50 H: 1 " =10', V: 1 " =2' WHITTRAM AVE. _S2-_910 1 1-1 1 \ EXIST. SURFACE I EXIST. AC. & BASE !/ STA. 34 +00 H: 1"=10', V: l"=2' n S R/W —1132 1132 —1130 1128 1134 —1132 1130 1130 1128 N R/W q WHITTRAM AVE. S R/W N R/W STA. 34 +50 H: 1 " =10', V: 1 " =2' � WHITTRAM AVE. S R/W N R/W STA. 34 +68.58 H: 1 " =10', V: 1 " =2' q WHITTRAM AVE. S R/W �— EXIST. SURFACE BASE v � STA. 34 +71.00 H: 1 " =10', V: 1 " =2' -1134 -1132 -1130 —1134 1132 1130 1134 1132 ��l?l �t „ ' i ♦ i r Ij r ]r cf f] f ]r ►f f J, r r x f f •a rr r r r ] r � ] ]l S CITY OF RANCHO CUCAMONGA WHITTRAM AVENUE STREET IMPROVEMENT PLAN CROSS SECTION FROM STA 33 +00 TO 34 +71.00 FOR ALLSTATE RECYCLING FACILITY- 13195 WHITTRAM AVENUE, RANCHO CUCAMONGA, CALIFORNIA 91730 ` DRC 2011 -00255 & ROW 2012- 1130 APPROVED BY: CITY ENGINEER w DESIGN PLAN PREPARED BY: vK LIN Consulting, Inc. TrcfRc, Clyd and Efx&fcd Co Iting Engkn DRAWN 21660 E. COPL EY DRIVE, SUITE 270 DIAMOND BAR, CA 91765 M RL FEE VK (909) 3 —6 Fox: (909) 396 -8150 1- 800-227-2600 CHECKED 2 Working Days Before You Dig DATE NO 46719 RG DATE !l /-�� /Z FILE NO DATE: RCE: r367Z _�— OF 4— DRAWING NO. 2322 M N M_ N Z W M � ( M I � a _S2-_910 1 1-1 1 \ EXIST. SURFACE I EXIST. AC. & BASE !/ STA. 34 +00 H: 1"=10', V: l"=2' n S R/W —1132 1132 —1130 1128 1134 —1132 1130 1130 1128 N R/W q WHITTRAM AVE. S R/W N R/W STA. 34 +50 H: 1 " =10', V: 1 " =2' � WHITTRAM AVE. S R/W N R/W STA. 34 +68.58 H: 1 " =10', V: 1 " =2' q WHITTRAM AVE. S R/W �— EXIST. SURFACE BASE v � STA. 34 +71.00 H: 1 " =10', V: 1 " =2' -1134 -1132 -1130 —1134 1132 1130 1134 1132 ��l?l �t „ ' i ♦ i r Ij r ]r cf f] f ]r ►f f J, r r x f f •a rr r r r ] r � ] ]l S CITY OF RANCHO CUCAMONGA WHITTRAM AVENUE STREET IMPROVEMENT PLAN CROSS SECTION FROM STA 33 +00 TO 34 +71.00 FOR ALLSTATE RECYCLING FACILITY- 13195 WHITTRAM AVENUE, RANCHO CUCAMONGA, CALIFORNIA 91730 ` DRC 2011 -00255 & ROW 2012- 1130 APPROVED BY: CITY ENGINEER w DESIGN PLAN PREPARED BY: vK LIN Consulting, Inc. TrcfRc, Clyd and Efx&fcd Co Iting Engkn DRAWN 21660 E. COPL EY DRIVE, SUITE 270 DIAMOND BAR, CA 91765 M RL FEE VK (909) 3 —6 Fox: (909) 396 -8150 1- 800-227-2600 CHECKED 2 Working Days Before You Dig DATE NO 46719 RG DATE !l /-�� /Z FILE NO DATE: RCE: r367Z _�— OF 4— DRAWING NO. 2322