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HomeMy WebLinkAbout22320 U 0 Z c e i i , , , 2 ALLSTATE 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 E)QSTING FAgU71ES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIITES 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 CONSTRUCTION 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 SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGIINEER 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 CONSTRUCTION. TRENCH BACKFEL, 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 TEST'S SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ANO /OR SURFACING, 8. AT 1WCOMPLE7ION OF PAVMiG A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TD A y 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 DETERMINATIONS COMPLETED To VERIFY: R- VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOT, WHICH CONSISTS OF ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REM0IANG ALL ROCKS 0*04 PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FXLED 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 STERILANT 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 PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF.THE 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 & 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL 13E 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 W c I 10 00 I 0 31 w� F01V 13195 WHITTRAM AVE, RANCHO CUCAMONGA, CALIFORNIA 13195 13207 1321 1 13231 I 13243 SEE SHEET 2 OF 4 INDEX MAP SCALE: 1" = 60' N R/W � WHITTRAM AVE. S R/W " LEGEND I, ................ PROPOSE SIGN AND POST `- EXIST. SURFACE TYPICAL STREET SECTION - WHITTRAM AVENUE NOT TO SCALE 13253 W Z r a- 01 Y 36 61.19 NOT TO SCALE 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 fled are shown on then Plops and are described as follows: NONE Dated L27' lZ 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 SHEET INDEX i TITLE SHEET 2 STREET IMPROVEMENT PLAN 3 CROSS SECTIONS FROM STA 29 +00 TO 32 +50 4 CROSS SECTIONS FROM STA 33 +00 TO 34 +71.00 SYMBOL STREET DEMOLITION NOTES C. CALIFORNIA EDISON COMPANY MIN. GROW SPACE SPACING SIZE 7951 REDWOOD AVENUE OWHITTRAM a SAW CUT EXIST. PAVEMENT. FONTANA, CA 92336 5' PER PLAN 15 GAL PHONE: 909 - 665 -4555 10,807 SF -Q REMOVE EXIST. PAVEMENT & BASE. D. CHARTER COMMUNICATIONS 3 EA REMOVE EXIST. STREET LIGHT ON WOOD POLE, BY OTHERS. I 4240 N. HALLMARK PARKWAY 1,311 SF. -® ' SAN BERNARDINO, CA 92407 221 LF REMOVE EXIST. PCC CURB &GUTTER. 1 PHONE: 909 - 880 -0220 R26(CA) 4 EA. 1 EA REMOVE & RELOCATE EXIST. 5/8" WATER METER, E. VERIZON 1400 E. PHILIPS BLVD., BEGIN & FEND " "" '� W BY FONTANA WATER COMPANY. NEW LOCATION PER NOTE it POMONA, CA 91766 WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" (R81A) PLAQUE, "END" �0L� PHONE: 909 - 469 -6354 * Ev. 6 30 13 " LEGEND I, ................ PROPOSE SIGN AND POST `- EXIST. SURFACE TYPICAL STREET SECTION - WHITTRAM AVENUE NOT TO SCALE 13253 W Z r a- 01 Y 36 61.19 NOT TO SCALE 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 fled are shown on then Plops and are described as follows: NONE Dated L27' lZ 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 SHEET INDEX i TITLE SHEET 2 STREET IMPROVEMENT 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 OWHITTRAM AVE PISTACIA CHINENSIS CHINESE PISTACHE 5' PER PLAN 15 GAL 7 � .............. PROPOSE STREET TREE CONSTRUCTION NOTES 1 EA. 571 LF. CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2 -8). 275.50 TON A.C. / 190.50 TON C.A.B. 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. I PdP,K1NG 2,233 SF. -Q3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. QVOFESS /ONE 1,311 SF. -® CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W =PER PLAN, R =8'. �QUN y O ti � INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. R26(CA) 4 EA. 120 SF. --0 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE R -1; W =13', X =3'. BEGIN & FEND " "" '� W Na 16719 WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" (R81A) PLAQUE, "END" �0L� * Ev. 6 30 13 3 EA. INSTALL 9,500 LUMEN HPSV STREET LIGHT ON CONCRETE POLE BY SOUTHERN st CIVtV CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER. OF CA E 571 LF. INSTALL 4" SKIP YELLOW LINE PER CAL TRANS STD. PLAN NO. A20A, CENTERLINE DETAIL 1. f / - 3 EA. -® CONST. MAIL BOX FOR ADDRESS: 13195, 13231 & 13221, 13228. O9 EXISTING MAIL BOX TO REMAIN. � .............. PROPOSE STREET TREE 1 EA. 10 INSTALL WATER METER (IRRIGATION USE) BY FONTANA WATER COMPANY. �I I PdP,K1NG � 1 EA. 11 -� NEW LOCATION FOR FOR EXIST. 5/8" WATER METER. DICE RT R26 ................ NO PARKING ANY TIME TI 7 EA. INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. R26(CA) 4 EA. -Q INSTALL R26 SIGN AND POST PER CITY STD PLAN NO. 401 -B, R81 " "..'. " BEGIN & FEND " "" '� WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" (R81A) PLAQUE, "END" �0L� INSTALL SIGN ON POLE WITH (R818) PLAQUE. SEE DETAIL ON SHEET 1. 1 -800- 227 -2600 R81 A R818 2 Waking Days Before You Dig BENCHMARK, Na Como 1135 1135 FD. Y ARABS VISK N SDl/1fIIIIIIIMMY LEG OF SavIMN MMA MISW fl7m Na 15 STAMPED 'SB CQ SUPYEm B,M, 1.22', Q3 1w NORTH OF 41H SMITT, 100 FT. EAST OF CA CF EMMNAA AM" A111A1611 IT YEAR: 1916 YEAR LEWM 1967 OVA naN: f065i641 — g6 rye, _ i0 177 fn NORTH 1130 — _EX. EP 1135 _ �. 1135. _ (0.67) (0.67) 1130 0' �� `1 (0.61r) — -° — (0.27) 0.2 °_ _ — - — 1130 —F — LEX. FS @ _ (n x UJ 00 0J 1135: _ w. _ N �� _ _ U� �� a�.N 1135 00- t--... m r m.. .w m U O� U� F-W 00- ,n nl� +MM�'t OZ M .. ..... - .. ,.. ... -.. M4.JW M1--, a'. 1U -.iy, � _.,a, J UJ ._. �I17 4[)� .0-OR .. .. ., rr _.. '�.r '� ZOO _..... .. -. _ _ cn. [oo NN W -YW 'nN �eY aT f Mr"- titv O Cn tYU m w mw ONLO to MCO f�MCO ;pU O w : N r" ^Ntn �U a .. O MO Mr°- Z U NU UJ UJ,.. �tj q) BOO) cO Cam ,, N'7= + .0 .� 'O).._�p0 Ma _ ....... N� =M-rm ME.r.� -... ,. _. �'- .... .. m__._ �� ,- �o !o Mo ±MN +n' +Mrcv �p: N = + N NjM M�c7__ PROPOSE S. TC__ 08%) U.J MU U� U �a,-n OCnw a0.-_ O>N M M M� -.- M O M =� _� Q.8%�-,w .tp. 11� M 1j^ _.�w ^O. U. "i OiO> \ /. _... . .. ...... ..... °e ....__ .. _ .. _. _ .. - .. N . OY^ N!< � V... M �, iA OD �.U. .}F Na Nay. NN: O U � °°• �? w _.o rn 0 of au of o : �= M o f8' =8' R °8' R i(jZ N N +NN �U �Na. NN N M.-� r.0 �•- ��. r M N r O -RmB� R_8 `;\\,\\\� — — — -N -[o 1130 - - - - R°°8' (9.47).... - - -- \- 'I, \I�� \�Q \I °,n \�G — 0.47 .. -I SEX. FINISH F ��c �__PROPOSE S. FL SCALES X. FL _ 'B6 .`fly 9� SF SURFACE 32 C �� S /o VER: 1" = 3' _ HOR: 1" = 30' 29 30 31 32 33 34 Z 35 ¢ 11 8 © p CD H M � O rn O L>..I N z- 10 x ro 3 N 6 < w 6 z QI � o- �> aw0 5 � w w X o °o� z 3 N Q �t,i w 3 jd o V 3 F- w MO ¢ zp w 3 r o I_ ~ 9 w �< F- >w CL 0 po x c� w z� a c� D �°I' x z 0 0 >- < = z a J < o° CL �z ,x � m CD do _ c� x o a �a 3 z DO a ll < N w s O O_ a C� tD OM J c\ = C� d _¢ J o N \ QI d <U 00 ,x IU - ^?U,- N W m J O p W pQ tW-. X O aO OXM pH M ZM <� O x MK w w 0k- cOmZ <� ,f] d } w t+, ¢ Y� aO o+�� .14 p M W qi d. H tD li M O t� < I� Q W PO \ fD p •- cn tO X O <O O O M \ W 40 = � N <Y to ta7 J ¢ C� O � t1 �n �i ~ O L0 $i p'� rn r� O Nj t\ tY O M n N 3 s{ J n (n d M m - W N a \ In p. r •< W \ U d W M (b YI MQN. 1005 N 000D OND OU l .t UO W �n� to m T = D rn J� Nor � U �p U N In v i p w MD_ '0m U-1 (V N 00 N N t2F � O Z � 0 pZ M (� {.N4 p E + +Jl- + +3 +300 + +- +0 + + ._ +o o +0 + + + -o + o- — LtI FD. PK NAIL& � o' wp rnx rnwQ m04 xr- mw rn \ xao Ox OQM �rr �= co xao NXmz Mtr Mx0 xw Mx vxX xo v zo"� Q WASHER , L S 6 9 3 2/ N N v N w N 3 N W N N Z N Z 7 W N M M M O MOD M D N w N M d p D M W H W (l . M W/ „' — M W d W N -- MOD w -- &WAS H - — � — — — — — — — w — — — — — — — — — — — — — MON. 1000 END OF PROJECT FD. PK NAIL ER, 2 EP STA: - 34+71 = EX. STA. 24+71 ON SB CO SUR JOIN AND P P 1 P MATCH EXIST. - 7_ 1 7 1 - 7 7 COUNTY OF SAN BERNARDINO JOIN EXIST. SKIP YELLO _ _._._. WHITTRAM AVE. R DEPARTId N "g 10 0 EXIST. SKIP YELLOW 9 00 E 0 +00 31 +00 N B 32 +00 1 2 34+00 N B 35 +00 DWG. NO. 277, SHEET 3 OF 3 36 +00 36 1.19 S — _ 33 +00 I _ �1 1 1 1 2 1 EXIST. SKIP YELLOW Lr. Q STA. 10 +00 = EX. STA. 0+00 N I 2 m 4 3 JOIN AND 3 2 4 3 _ 2 STA. 36+61.19 = EX. STA. 26+60.63 cli INTERSECTION OF WHITTRAM AVE. ;; 4 3 2 3 3 t MATCH EXIST DIN EXIST. SKIP YELLOW INTERSECTION OF WHITTRAM AVE. Z & ETIWANDA AVE. PER & HICKORY AVE. PER Q COUNTY OF SAN BERNARDINO . _ — _ 1.a COUNTY OF SAN BERNARDINO 4. - ROAD DEPARTMENT i �_ ROAD DEPARII�AENT ° DWG. NO. 277 11 % � ° 11 % 11 % 117 117 DWG. NO. 277 Li SHEET 1 OF 3. O z w 12 TYP. o INSTALL SIGN ON 13 i BEGIN OF PROJECT z z > u° p o < i r } z 0� 0 13253 POLE W/ "END" QROFESS /Oaf ® o�w < a zjz < < ¢ < p00< op WUN ! STA. 29 +00 = EX. STA. 19 +00 �! p 3 p w O 3 I 3 3 J APN: 0229- 192 -02 (R81B) PLAQUE COUNTY OF SAN BERNARDINO 0 m °¢ >_ < >_ > > > J \.a I I h O ti yc o ROAD DEPARTMENT \ a I M o o f D J 3 a cv 0 , o I o I o Q a w¢ W No. 46719 m o d• c , M - E DWG. NO. 277, SHEET2OF3 o J3< Iwo =Nor ��°' �� �;��, I �� I �� �o�I CONSTRUCTION NOTES r. 6/30/13 cc �IE NJttp O+iO a °wMvwi ZOK +0 I<I I +O II +O �� Np ZD_._. M M 0 N c-sr 3 "t I 'fl CIVIC- �r a-, 4 10 CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD 104, (A2 -8). �TF of E1F0�`t` S +3 0 5 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. L%v 0 MOVI& *Tp4ms'r 1"m 1.6C,A710" Pam Wit 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. All'- VUIL.T CITY O3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STANDARD 103. MARK DESCRIPTION OF REIASION DATE APPROVED DEMOLITION NOTES ® CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE C; W =PER PLAN, R =8'. CITY OF RANCHO C U CAM O N GA 1❑ SAW CUT EXIST. PAVEMENT. O WHITTRAM AVENUE STREET IMPROVEMENT PLAN 5 CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD 101, TYPE R -i; W =13', X =3'. F2 REMOVE EXIST. PAVEMENT & BASE. © 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. Q7 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 ❑ 5 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 0 EXISTING MAIL BOX TO REMAIN. APPROVED BY: DATE: 2 CITY ENGINEER RCE: sy3(o72.__ 1� INSTALL WATER METER (IRRIGATION USE) BY FONTANA WATER COMPANY. DI RT -- NOTE: DESIGN PUN PREPARED BY: RECOMMENDI ALL EXISTING TREES WITHIN CITY RIGHT -OF -WAY SHALL BE REMOVED AND REPLACED WITH NEW 11 NEW LOCATION FOR FOR EXIST. 5/8" WATER METER. VK LIN Consu►t►ng, Inc. n STREET TREES PER TREE LEGEND ON SHEET 1. CONTACT CITY PLANNING DIVISION FOR TREE Traffic, Civil and Electrlcul Cm lting Enginewe le 30 15' 0 30 60' REMOVAL PERMIT. 1 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1. DRAWN 21660 E. COPLEY DRIVE SUITE 270 SHEET DIAMOND BAR, CA 91765 ml al Bu VK (909) 6 Fax: 909) 396 -8150 �_ OF CHECKED DRAWING NO. 1t�3 INSTALL R26 SIGN AND POST PER CITY STD PLAN NO. 401 -B, 1- 800 - 227 -2600 1 0' �R.0.E. SCALE: = 3 WHERE APPROPRIATE- INSTALL SIGN ON POLE, WITH "BEGIN" (R81A) PLAQUE, 2 Whiny Days Before You Dig NO 46719 INSTALL SIGN ON POLE WITH "END" (R81B) PLAQUE. SEE DETAIL ON SHEET 1. RG DATE �.?���Z FlLE NO 2322 �I F_ b m 0 w 3 3 n ri N R/W rE MITTRAM AVE. S R/W 0 i a N � w u-� i 4Z- 00 ir N N W N Z 06 06 N N z.» XIST. SURFACE I EXIST. AC. \&// BASE STA. 29 +00 H: 1 " =10', V: 1 " =2' VIM q WHITTRAM AVE. S R/W I, M-1 1 L EXIST. SURFACE STA. 29 +50 H: 1 " =10', V: 1 " =2' q WHITTRAM AVE. S R/W —1130 1128 1126 1130 1128 —1126 �-- EXIST. SURFACE STA. 30 +00 H: 1 " =10', V: 1 " =2' 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 (j WHITTRAM AVE. S R/W EXIST. SURFACE STA. 31+00 H: 1"=10', V: 1"=2' N R/W 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 S R/W L EXIST. SURFACE STA. 32 +00 H: 1 " =10', V: 1 " =2' N R/W q WHITTRAM AVE. S R/W —1132 1130 STA. 32 +50 H: 1 " =10', V: 1 " =2' DIC RT Ml le 1- 800 - 227 -2600 2 Working Days Before You Dig i 1132 —1130 i 1. f r. n e a N R/W W-IITTRAM AVE. S R/W N R/W CL WHITTRAM AVE. S R/W 44 CL N d M NI W 10 � aD O W Lal M M M W !_— _M U) vI to , h O ll i0 Z� 0 qu� v 1134 .- 5 %) _ _�3.4�) 81' L _ 3 EXIST. AC. & 1 XIST. SURFACE BASE , STA. 33 +00 H: 1 " =10', V: 1 " =2' N R/W q WHITTRAM AVE. S R/W N R/W STA. 33 +50 H: 1 " =10', V: 1 " =2' WHITTRAM AVE. N W M (V M I M EXIST. SURFACE I EXIST. AC. & 7 BASE n !/ STA. 34 +00 H: 1 " =10', V: 1 " =2' S R/W 1132 -1130 1128 1132 -1130 1128 1134 -1132 1130 STA. 34 +50 H: 1 " =10', V: 1 " =2' N R/W (i WHITTRAM AVE. S R/W -1132 N R/W STA. 34 +68.58 H: 1"=10', V: 1"=2' (i WHITTRAM AVE. S R/W - EXIST. SURFACE BASE STA. 34 +71.00 H: 1 " =10', V: 1 " =2' 1130 1134 1132 -1130 -1134 1132 1130 DI R r ML UL 'a :�� .�• �,