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ANDSTRI G � g GENERAL NOTESSIGNAGE BASE LINE RD STREET, a pm 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR T PLANS a _ 3 PUBLIC WORKS CONTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPLEMENT5 z a OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE a CHURCH ST FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. � OF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOR, METERS, VALVES, FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT RIGHT-OF-WAY LIMITS OR IN ADJACENT AREARS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACE, a RELOCATED OR, PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO FOOT ILL GATEWAY FOOTHILL AVENUE CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK IN THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES TEN`TAUW PARCEL NO■ 17426 FROM HIS OPERATION WHETHER OR NOT SUCH PROJECT RESULTING DIRECTLY OR INDIRECTLY , ARROW RTE FACILITIES ARE SHOWN ON THESE PLANS. FANCH10"' CUCAMONGA, CALIFORNIA 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. Ir JERSEY BLVD. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES � ' ' ` am 8TH ST. 3 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF �I [3 SUB-GRADE ELEVATION AND AT NOT MORE THAN 50-FOOT INTERVALS. ADDITIONAL PAVING - - - - - - .__ - I I ,1 0 - -- - - - - WARPED - - - - STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL SHEET? _2 _ - - - - - - - -- - - - - - - - - - - - - CURVE AREAS. - 6TH ST 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR - = - - - = - ' - - - CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING _- ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE � - - --"' ---� OTA ' CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS _ -- - - 1 " VICINITY MAP SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT --'.� I _ -- � I �_ �_ �� I _ 1 NOT TO SCALE OF BASE MATERIAL AND/OR SURFACING. - - _ _ _ 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY T ° c ° .. D GRADATION OF ASPHALT PAVING. / �_ ESTIMATED OIL CONTENT AN I A QUANTITIES CONSTRUCTION NOTE S 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO I I I I r THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: I I I I I I I 2000 SF O CONSTRUCT BUS BAY - RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. 119 as sm R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ( ' S-10 ms ` STS � �I (8" PCC CONCRETE WITH WIREME5H, 6" SQ., 10 GA., ON 6" CLASS II A.B.) T 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, AND PAVEMENT E 2 EAO CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101, TYPE "C-. TAKEN TO DETERMINE STRUCTURAL SECTIONS. NATIVE SOIL WHICH CONSISTS OF I I I'� I I I I I I � I 90 LF 3 CONSTRUCT 8" CURB ONLY PER CITY STD. 104 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON O ROCKY MATERIAL. THE SUS-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS, WHICHDH - I I I I I I �I I iE PROTRUDE ABOVE THE SUB-GRADE, AND ALL VOIDS OF DEPRESSIONS SHALL BE FILLED - - - - i° I IY !` (SEE PLANS) O4 CONSTRUCT ACTIVITY CENTER AND ENHANCED SIDEWALK PER DETAILS ON SHE 7 AND 8 A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 0 ;* � ►LTi I � 440 SF O SAWCUT AND REMOVE INTERFERING PORTION OF EXISTING PCC BUS BAY AND CURB PLACED ON SUB-GRADE A SOILS STERILANT 12. IF THE ASPHALT CONCRETE IS TO BE LA - REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED I i. I I I li I I I i' 1 EA O RELOCATE EXISTING STREET LIGHT TO MIN. 18" BEHIND CURB FACE AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO I I I (REPLACE EXIST. MAST ARM WITH 8' MAST ARM. PROTECT R26 (S) SIGN) PAVING. IITII I I I A. , I I I $ ', I I IIs 1 EA O ADJUST EXISTING MANHOLE TO GRADE 13. ESTIMATE OF QUANTITIES ARE PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE A OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF b M OF WORK REQUIRED BY i i d ( I II I 320 LF O CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STANDARD PLAN NO. 104, A2-8. CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITE I it III � THESE PLANS, WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL I I i I E I I II� $ I I� 468 LF Ug SAWCUT AND REMOVE MIN. 12" WIDE AC PAVEMENT SECTION AND REPLACE WITH SAME SECTION BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I PLUS 1 AC AND 1 AB 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE I I III I I I 1 I I I I II � 1528 SF 10 COLD MILL (0.13' MIN. AND OVERLAY MIN. 5' WIDE AC PAVEMENT CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY I 1 `°Slosl02 I I il' 470 LF 11 REMOVE EXISTING CURB AND GUTTER I I REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY �I ' �� � 12 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. 119 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ING) 2859 SF (STUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER PRIOR TO PAV ENGINEER FOR APPROVAL. I - - ■ ■ � �� i III I � NOT USED 16. WORK SITE AND EXTERIOR STREETS SHALL KEPT BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF j t II II I t � _ 1700 SIF 14 CONSTRUCT CURVILINEAR SIDEWALK TO CITY STD. 114 THE INSPECTOR. I I I tq I � i � I � I ,} ', � 1401 SF 15 CONSTRUCT 4" THK. PCC SIDEWALK PER CIN STANDARD PLAN N0. 103. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. I II i t I I i} O 2 EA 16 INSTALL FOOTHILL BLVD. STREET LIGHTS PER DETAILS ON SHEET 7, INSTALLED BY SCE, 18. ALL TRAFFIC SIGNAL EQUIPMENT TO BE PROTECTED IN PLACE OR RELOCATED AS REQUIRED. I , PAID AND COORDINATED BY THE DEVELOPER. I II '; I `-- 17 INSTALL ROUTE 66 ICON PER SEPARATE APPROVAL. FINAL DESIGN SHALL BE ADDED TO THESE NOTE: ALL EXSITING MONUMENTS ARE TO BE PROTECTED IN PLACE. ANY MONUMNENTS I 3 EA DISTURBED OR DESTROYED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE ( III ' I \= I m';1 LTJ PLANS PRIOR TO CONSTRUCTION OF THE ICON SIGN CONTRACTOR'S EXPENSE. I JI I I I I I ' IBJ 31 EA 18 INSTALL METAL TREE GRATE BY MCKINLEY MODEL RS-48"x48" OR ALHAMBRA FOUNDARY A-2320 (48" SQ.). INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE DETAIL 18 ON SHEET 8. BASIS OF BEARINGS I - ,; I 11 ,1 I � � I SEE PLAN 19 CONSTRUCT CONCRETE PAVING W/ INTERGRAL COLOR - SANDSTONE BY DAVIS COLORS 1 I II HT SAND BLAST FINISH AND TOOLED 1 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MILLIKEN AVENUE BEING I� (800)356-4848 OR EQUAL. HARD STEEL TROWEL THEN LG SOO'30'46"W AS SHOWN ON PARCEL MAP NO. 15295, FILED IN BOOK 190, PAGES 74 AND 83 1 1 $ 1 I ' , ` JOINTS. SEE DETAILS ON SHEET 7 AND 8. OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. , EXISTING SEE PLAN 20 CONSTRUCT CONCRETE PAVING W/ NATURAL COLOR, FINS HORSEHAIR BROOM FINISH AND TOOLED SOUTH HCL STREET TREE LEGEND JOINTS. SEE DETAILS ON SHEET 7 AND 8. BENCHMARK 7800 _ S PSN 01084 ELEV. 1013.469 I . MIN. 2 EA 21 INSTALL CONCRETE PRECAST PLANTERS ON CONCRETE BASE. 8' DIA.BOWL MODEL FB-8,S-1, AE S.B. CO. B.M. A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'f E. EXIST. 5' I � 13.00' 65.00' COMMON NAME GROWTH SPACING SIZE QTY. BY DURA ART STONE (909)350-9000. SEE DETAILS ON SHEET 7 AND 8. OF C.L. DAY CREEK CHANNEL; 1 E. END W LY. DR. STREET NAME BOTANICAL NAME SPACE „ SIDEWALK 304 LF 22 INSTALL POST AND CABLE. POSTS 20' O.C. SEE DETAILS ON SHEET 7 AND 8. TO 5125 G ST. 0.9 MI. W. OF ETIWANDA. EASEMENT I 14.83'-17.50' = 6" I ACTIVITY CENTER FOOTHILL BLVD. LAGERSTROEMIA INDICA CRAPE MYRTLE HYBRID- � 24" SEE PLAN 23 INSTALL METAL BOLLARD MODEL 1890 BOLLARD-PERMANENT - 30" HIGH FROM CANTERBURY UTILITY_ INDEX I-- WALK • AND MILLIKEN AVE. "MUSKOGEE" LAVENDER 3 15 O.C. BOX 30 INTERNATIONAL. PAINTED BLACK. INSTALL PER MANUFACTURER'S SPECIFICATION. AVAILABLE THROUGH 909 987-2591 � ( 2_� � 25' O.C. 15 CANTERBURY INTERNATIONAL 1-800-935-7111. SEE DETAILS ON SHEET 7 AND 8. SEWER AND WATER: CUCAMONGA VALLEY WATER DISTRICT 2:1 MAX. --- O BRACHYCHITON 8 2 SEE TABLE 24 INSTALL STREET TREES PER THE NOTES AND LEGEND ON SHEET 1 ELECTRIC: SOUTHERN CALIFORNIA EDISION 800 655-4555 - -- - - - - • MILLIKEN AVE. BOTTLE TREE GAL. WASTE: BURRTEC DISPOSAL 909 987-3717 I i POPULNEUS MIN. WASTE MANAGEMENT OF THE INLAND EMPIRE 909 591 -1714 CABLE N: ADELPHIA 888 683-1000 j I 63.00' PAVEMENT TO REMAIN CONSTRUCTION NOTES FOR STREET TREES CHARTER COMMUNITCATIONS 866 499-8080 GAS: SOUTHERN CALIFORNIA GAS 800 427-2200 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. EXISTING CURB TO 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED REMAIN TO THE CITY-INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. FOOTHILL BLVD . TYPICAL SECTION 3. ALL 4. STREETRTRE S ARE TO BE PLANTED PERPPUBLLIN AND IC IMPROVEMENTCE BY THE PLANS ENGINEERING DIVISION. PLANS ONLY DESCRITION OF REVISION DATE APPROVED EAST OF STA. 53+26.81 R/W NOT TO SCALE EXISTING CITY OF RANCHO CUCAMONGA ACTIVITY CENTER 18.00' MIN. I PROPOSED SOUTH CL SHEET INDEX NORTH OF DRIVE APPROACH 1 18.34' MAX. CL R/W R/W VARIES (60.00' - 73.47') TITLE SHEET 6.00' MIN. I 14 EXIST. 5 SIDEWALK EASEMENT SHT. 1 SIGNAGE AND STRIPING 75 MIN 79 ARIES 60.00' STREET IMPROVEMENT PIAN - FOOTHILL BLVD. SHT. 2 STREET, 6.34 MAX. 1�I ( MAX.)) STREET IMPROVEMENT PLAN - MILLIKEN AVE. SHT. 3 SIDEWALK EASEMENT PER I � � � 0'-13.47 � 52.00' VARIES STREET CROSS SECTIONS SHT. 4 IMPROVEMENTS E A T INSTRUMENT I 7' MAX. 11' FIL 49 4 8 41.00' 7'-14,2 SIGNAGE AND STRIPING PLAN - MILLIKEN AVE. SHT. 5 FOOTHILL BOULEVARD W'LY OF MILLIKEN AVENUE 0.5' 13' MIN. BUS BAY EXIST. MEDIAN 6 I--- MEDIAN i SIGNAGE AND STRIPING PLAN - FOOTHILL BLVD. SHT. 6 1 IC.F. 6'5� 11, 12" SAWCUT HARDSCAPE DETAILS FOOTHILLFOOTHBLLBD. .NAND MILLIKEN MIAVE. SHT. 7 SHT. 8 MILLJKEN AVENUE, 8'LY OR FOOTHILL BOULEVARD 2 I 3 MIN. TO - ,. WALK - - - I TENTATIVE PARCEL MAP NO. 17426 --09°�I I WHERE SIDEWALK OCCURS VARIES , 6 2' Y - DRC 2004-Oi1WROW 2006-00104 2:1 MAX. � \ - J L - - - I 5 OVERLAY J 2.0% 2 ,'�" - - - - (~�/ -- - - - - APPROVED BY: / DATE: - - -PAVEMENT TO REMAI ��u s�N��F CITY ENGINEER T RCE NO.:� 46' ( REMAIN) 33.00' (PAVEMENT TO REMAIN) �L Underground Service Alert 12" SAWCUT Ij.ycj DESIGNED: PREPARED BY: , RECOMM E �'� ° y�' CG IC.R G r V CCM: TOLL FREE 4' CURVELINEAR SIDEWALK EXISTING CURB TO *< RCE C32761 m* DRAWN. SHEET k CONSTRUCTION RESOURCES GROUP, INC. 1 '-800 +i PER PLAN SOUTH OF BE REMOVED Exp. s/3o/oa CIS DRIVE APPROACH 35925 Courrtry Pork Drtw•Wlldomw, c�. s259s 1 of 8 227-2600 FOOTHILL BLVD . TYPICAL SECTION �I�TF OF CAt�F� CHECKED: � Tai �; -D � 951- ��o�� DEWING NO.: TWO WORKING DAYS MILLIKEN AVENUE TYPICAL SECTION, FROM STA. 50+15.81 TO STA. 53+26.81 2 09 BEFORE YOU DIG NOT TO SCALE NOT TO SCALE ALEJANDRO J. 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EASEMENT FOR STREET AND RELATED PURPOSES O CONSTRUCT ACTIVITY CENTER AND ENHANCED SIDEWALK PER DETAILS ON SHEETS 7 AND 8 - - - NEW SIDEWALK EASEMENT O CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STANDARD PLAN NO. 104, A2-8. - EXISTING EASEMENT FOR SIDEWALK PURPOSES 9O SAWCUT AND REMOVE MIN. 12" WIDE AC PAVEMENT SECTION AND REPLCE WITH SAME SECTION PLUS 1" AC AND 1" AB 10 COLD MILL (0.13' MIN. AND OVERLAY MIN. 5' WIDE AC PAVEMENT 11 REMOVE EXISTING CURB AND GUTTER ' i I E I `,% I � I 12 CONSTRUCT RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. 119 E (STUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER PRIOR TO PAVING) `11 , , ` __ :! ` I �' I0`�1 I �€ ELINEAR SIDEWALK TO CITY STD. 114 �`- ` w� ,11,11 �w• - __ .•� � , �......._ 14 CONSTRUCT CURV __.�_ �. 1111.... __1111_._._ ' , ;~r --- - _1111_ _ ; i l - _ _ "1111. 1111 .. - -r--r-.�. ._-r -r -r -r r..-..'...� r--1111., - r�.`+ I I .. r-- _ _ 15 CONSTRUCT 4" THK. PCC SIDEWALK PER CITY STANDARD PLAN NO. 103. _. _.� -0-- _. _11_11 _._ ._ ._ . r 1111.._i__ _.j... ... � _ _. 1111.._. . . 1111 U •mu �" 19 1111. , 4 _ 1.. - ;� t, _ _ ... 1111..... �_ ................ m 1111._ _ _1111_ _1111. 1111_ �.w. . w 1111: -'' r., a... :. .. �_.._ 1111 , _ :,e�""--- --.- -- - --- -- - -- - � � __�..-.- DETAILS O N SHEET INSTALLED BY S , __1111._....___....___ ------._�- _- ..._.....�..^-1111---. C ._ 1111_ 11.11. __ _1111 L _v O _..�....�..._... ._ 16 INSTALL FOOTHILL BLVD STREET LIGHTS PER 7 _1111.. .. .Y.._ 1111_ _1111 __ ___ _1111 ..._ 11.11_ __._ __._ 1111- .._- 00 - _1111_ _ 7 _. . ..��..._..�..�..._.....�._ m _ 1111._.._. _ _ ()o .....................«-�. y-.?b �+.......... . � .,�.� "`�'.`^... 1111.. _ 1111_ 1111--1111....-1111_.-. 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NO. 1293 `�' � W - _--11__-`.. -T-�� I R S SPECIFICATIONS SEE DETAIL 18 ON SHEET 8 - - - _ - _ _1111__- 18 INSTALL METAL TREE GRATE BY MCKINLEY MODEL RS 48"x48" OR ALHAMBRA OUNDARY 1111 _ � 1 - - - - - - - - E3 }�'0 __._____.___�_....__... -11___11___.___. ____11___________11_____ " _ 1111__.___... _..._.__.__ __...__ __..___.__.__.._.___.___... _r ___-___ A-2320 (48" SQ.). NST ALL GEw M NTERGRAL C 50 N89'35'07"E 51 52 2 I - I 19 CONSTRUCT CONCRETE P VIN / I OLOR SANDSTONE BY DAVIS COLORS �- t-- 53 G " "____ _"_ _1111.__..._ 11___11______._. ____. _____. 11______11' ��- - _1111.... _1111 .... .......�_ _..�..�...�..._.._. . .w.w.w.. . '� 14 I I I (800)356-4848 OR EQUAL. HARD STEEL TROWEL THEN LIGHT SAND BLAST FINISH AND TOOLED _. _. EXIST. 8' CURB A 10 `__.••-` _ II _ JOINTS. SEE DETAILS ON SHEET _ °3 9 TOOLED cN 9 11 " . _� I F - 56 - - - - O L COLO , FINE HORSEHAIR BROOM FINISH AND AND GUTTER c5 _ _ 11.11 ._._ + > _1111 .._.. ._ . - T 7 AND 8 5 1 20 CONSTRUCT CONCRETE PAVING W NATURA R B _.1.111 __ .�._. ._ -�- JOINTS SEE DETAILS ON SHEE . 11____11_ �._.m.� �� l�. . ____........y..._._.-..�... 1111 _.�.....�...�....�_.......__._.._-...____...... +- __1111. In REMOVE EXIST -STREET."._, -� _ EXISTING FIRE HYDRANT ' I "_._"`�� _ - 1 1,.1�HT AND POSITION NEW 13 47 FOOTHILL LVD _1111 _1111. - 1111. _ W . TO--BE RELO � _ 1111....._ 1111........._........._ 1111_...__.�.-1111... I ( r` -_ _ ___ __. 1111 _ M l w: _ ._ _. a _ HT-T4 AL1G.H._._ _. TS L MODEL FB- , - AE _ - I 47+14.68 MILLIKEN AVE UE 21 INSTALL CONCRETE PRECAST PLANTERS ON CONCRETE BASE 8' DIA BOW 8 S 1 :.-............_.�- : -- ._ _11.11. _ CVWD RE __ BY # - - _ 3 --W1Tk1 8 tCK BAND 'o --`- ---~--_-"- _1111 REQ j DURA ART STONE (909)350-9000. SEE DETAILS ON SHEET 7 AND 8. -_- - - - �.,,.. _ - REMOVE-EXtS-F..._5T ..._.............._.............._._......._._.---........_._.-...... t _ "w OST AND CAB E POST C EE DETAILS ON SHE 7 AND 8 .... 11. .. ..� > �,.55! m �. .. _'1111 __ _ NSTALL P 20' 0. f T U �_ _ �. P. TYP 4- .__ 16._LLGHT AND POSITION NEW" ' Y a U _ �. ._..m.. _ STREET tIGNTT Tt7 At1GN __1111 I _ _ _ E�� U RY 1111 ... I - � 22 L S �w� rY 8 1 -T WITH BRICK BAND ..... �..... -1111... _ _.. .... _ _ _ - ..:..�..•� _1111_ . r- ..�. ��."1111. , _ -- -�-•�-•���-".--..�... ..........._..............._-•-..�..,... 4 _ _ - 23 INSTALL METAL BOLLARD MODEL 1890 BOLLARD PERMANENT 30 HIGH FROM CANTERS m -m a C I `" ` ' - - -� --� " - -- •-• ADA OA CESS RAM ' WI H XNSEW G - O INTERNATIONAL P ER'S LE THROUGH U ��u N 15 aI 'T 11 11 ; .:�....T-..�..-W _ _ - _ _ 15.0 O.C. 17 18 TYP. ENHANCED ACCE MPT -1-=- , ILAB IF CA ION AV l AINTED BLACK INSTALL PER MANUFACTUR SPEC I T A °° U p- F2 & rL _... ..J W� _1111._ --- T(pj,_ ..._ _ _.____ __ _. .. . � � � ter-- --� � � _ ....�•.. _ _ 1111._. .-,.,_-1111___•-- -� ; � -- � - TC1i-SIf1EWAtK % � CANTERBURY INTERNATIONAL 1-800-935-711 1. 5EE DETAILS ON SHEET 7 AND 8. a0 c7 + i U w D (n • 11 11 . �.._.�... ..�- . ._..� • 1111 .__. .....-.........._....._ R " P PER CITY STD. 02 _1111 _1111 __ 11:11 � ._-.__...Q----. NF'ZZ M M NU W U N ,2 M MIN. - - _ �"- r! j 24 INSTALL STREET TREES PER THE NOTES AND LEGEND ON SHEET 1 . + U .� � - •r- � � • ,� \ .._.'..._...-1111..- •--'1111..." iiiiiiiiiiiii + aZ Q (� rn o M r- - - I _.._.FISTING IMP OVEMENT _ 11;11....._ �: Tr<- ._ - 5_ {- N (V + � W V p - - \ l .DW.G. 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R/W ` �� €' 9 it I I BY CITY OF RANCHO CUCAMONGA -' ' � -- I I' EXIST. 5 WIDE CITY OF Iqmm RANCH CUCAMONGA 0 % I€ € E I DESCRITION OF REVISION DATE APPROVED SIDEW4, K EASEMENT PER I' I2) I I I -T s",,.� MAP N0. 15295, �- ; CITY OF RANCHO CUCAMONGA PMB 190/74-83 21 1 , I I I I I SHEET 3 STREET IMPROVEMENT PLAN SEE FOOTHILL BOULEVARD FOOTHILL BOULEVARD MILLIKEN AVENUE TO 700 FEET WESTERLY 0 DELTA RADIUS LENGTH TENTATIVE PARCEL MAP NO. 17426 A 21'04'41" 84.57' 31.11' DRC 2004-01125/ROW 2006-00104 B 19'44'42" 84.57' 29.14' /� C 0725'58" 1086.70' 140.97' APPROVED 8Y: /2vv` �/V' DAZE: �� O Alert E 07'33'21 " 1450.87' 191.33' VQ�tOFE55/phA1 CITY ENGINEER RCE NO.:�C�j� Underground Service c 07.14'30" 3000.00' 379.17' NOTE: ALL TRAFFIC SIGNAL EQUIPMENT SCALE: 1 "= 40' ~����0�° J'��7�y�� DESIGNED: PREPARED BY: RECOM D e call: TOLL FREE TO BE PROTECTED IN PLACE OR a Q RCE C32761 m p C0 C j R G If o . � 1 -800 RELOCATED AS REQUIRED. * * DRAWN: _ SHEET ���-��0 0 BEARING LENGTH o 20 40 8a 1 so EXP. 8/30/08 ^ CONSTRUCTION RES - RCEsWHdom GCA. 92 INC. 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I II O CONSTRUCT BUS BAY - RIGHT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. 119 I i` 1 I I j I (8" PCC CONCRETE WITH WIREMESH, 6" SQ., 10 GA., ON 6" CLASS II A.B.) 0 EXIST. 5' SIDEWALK E 1 ' 11 I I F i r, U EASEMENT ���� ' 1 I I : � ( O CONSTRUCT DRIVEWAY APPROACH, MODIFIED TO JOIN WITH RIGHT TURN LANE, PER CITY OF RANCHO z I 3 j' I I I CUCAMONGA STD. 101, TYPE "Co. 00 W BUS SHELTER- �� �� I I E ~ TYP. I � N I I I I I 1 3 CONSTRUCT 8" CURB ONLY PER CITY STD. 104 REFER TO CITY STD. 119 FOR ADDITIONAL 11.11 ,* U �S PRIVATELY MAINTAINED o, ; I € °' ~ r i '� �c3 + + + I 1 I i O AT RIGHT TURN LANE EXIST. 5' SIDEWALK o vo0� It _ N`0 4 4 4 24 4 18 TYP. / I i E Q Vj€ I DETAILS ) _......••-- EASEMENT to rn * d x 3 a 11 a a1 - l vo r j I 1 I { I I I =fit. O CONSTRUCT ACTIVITY CENTER AND ENHANCED SIDEWALK PER DETAILS ON SHEETS 7 AND 8 24 0 1111 __ i_ �.L __-. R ___j : E :' Ill _ �,� --.. ....-�-."�--1-.-L. �,....,_,.-...- � -.- A....._I 1 � �� � I `•. 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E i._ ___ __ 1111. _.�., ... `t {�-�_ �- __� " I i_I_�-___ . t III\ ` I E I Il I I I 1111 . __�._... ... 1111 _ - -.1111._. 1111__ � ......I�..I ._�---�-- __.__._...__�--_1111_.. .1111 J _.__.__.- --� _� e ...-"-__-___- ."."".............-------1I ` _._I I �- X55``� 1111' 1111,. ` I I I I I PROVED 1111 % 1111 1111 , : , i I I _ t -r�1�1 _�- II I I 1 I I i I DESCRITION OF REVISION CIrI'Y OF RANCHO CUCAMONGA LINE LEGEND STREET IMPROVEMENT PLAN EASEMENT FOR STREET AND RELATED PURPOSES MILLIKEN AVENUE MILLIKEN AVENUE - - -- NEW SIDEWALK EASEMENT + FOOTHILL BLVD. TO -660' FEET SOUTHERLY - - EXISTING EASEMENT FOR SIDEWALK PURPOSES TENTATIVE PARCEL MAP NO. 9426 DRC 2004-01125/ROW 2006-00104 APPROVED BY: P�'_�0101 . DATE: 3AI rt ��Q /o .eCITY ENGINEER I/ f 9z/W_ RCE NO.: - ? J Underground Service 8 SC "= 40' ��a�0�o J'4�7 �yv DESIGNED: PREPARED 8Y: RECOM ND . DELTA RADIUS LENGTH �� �� o��, Call: TOLL FREE a RCE 032761 �� CG R 1 -800 A 00 57 03 2,472.0 41.02 a r,, 0 20 40 80 160 * * DRAWN: SHEET EXP. 9�30�08 CONSTRUCTION RESOURCES GROUP, INC. CCG G 35923 Country Park Draw•Wlidomor, CA. 92593 � OF TWO WORKING DAYS Sj F CNM. �F CHECKED: Toi: 951�o--D524. rox- ss1-S /a_v� BEFORE YOU DIG �r OF CA1- o� � DRAWING NO.: ALEJANDRO J. ALATORRE RCE C32761 DATE 2109 EXISTING EXISTING S'LY S'LY R.O.W. RIGHT OF WAY 60.0' FOOTHILL BLVD. FOOTHILL 12.0' 41.0' r13' BLVD. 60 0FOOTHILL BLVD. R90.90' CL EASEMENTPROPOSED 7' 110' 4i.o' 15.90' 62' LINE ESMT RAW CL 5.0' 2' 11' 79' 1211.83 - - x__121. ESMT 7' 11' TC 1211.70 12 �''"� G B ---- FS 1209,87 MIN 1210.23 12.36' 11' (3.0�) TC T� ,4%) FS 10.25 3. 2. ' %) II 6.54' +- INC. 4 WALK 0,5' I 12" SAWCUT COLD MILL MIN. 0.13' 1200.72 FS 2 . ` 1201.57 TC NEW AC PAVEMENT AND BASE 69� (f1.9q°) 2:1 MAX. -290 (TO BE DETERMINED BY SOILS ENGINEER) -2q -?� FOOTHILL BLVD. STA. 50+00.00 FOOTHILL BLVD. STA. 52+00.00 1199.67 EP 1200.59 FS 1200.82 EP 1199.52 FL 1199.74 FS PROPOSED WALKWAY 1200. L EXISTING S'LY EXISTING RIGHT OF WAY S,LY NEW BUS BAY FOOTHILL RIGHT OF WAY NEW BUS BAY BLVD. FOOTHILL BLVD. FOOTHILL (8 PCC OVER 6r' A.B.) (8"PCC OVER 6" A.B.) 60.0' EXISTING BLVD. � MILLIKEN AVENUE STA. 44+00 EASEMENT FOOTHILL BLVD. MILLIKEN AVENUE STA. 43+50 LINE 22.6' 60.0' PROPOSED 12.0' 48.0' EASEMENT 7.0' 6.8' 41.0' 7.9' 8.2' 10. 42.3' 13.5' LINE 145' = MIN. 5.0 . � 50R�yy � CL 12 f�~- 1209.82 TC 1 f I 11 79 1211.29 MIN TC FS FS211.44 1209.86 1209.70 FS MI T1C209.94 1209.88 ESMT 7' 11' 11 R/W 79' CL _ T .1�) FS 2 ° I I ( .8% FS 2. ESMT t7' COLD MILL MIN. 0.13' PROPOSED COLD MILL MIN. 0.13' 0.5' 12" SAWCUT ±10' 1 ' NEW AC PAVEMENT AND BASE SIDEWALK NEW AC PAVEMENT AND BASE 2 PROPOSED 1208.86 (TO BE DETERMINED BY SOILS ENGINEER 2:1 MAX -29' 1202.67 TC _ (TO BE DETERMINED BY SOILS ENGINEER) DRIVEWAY ) FOOTHILL BLVD.STA. 50+50.00 FL 1.8�% 1203E1202:.80) 65) TC FOOTHILL BLVD. STA. 52+50.00 -2,� 1201.91 EP EXISTING 1201.78 FL EXISTING PROPOSED WALKWAY S,LY S'TI FL RIGHT OF WAY FOOTHILL RIGHT OF WAY PROPOSED WALKWAY - BLVD. FOOTHILL BLVD. FOOTHILL Ck. NEW BUS BAY BLVD. 78.0' FOOTHILL BLVD. (8"PCC OVER 6" A.B.) 60.0' 63.9' MILLIKEN AVENUE STA. 45+00 PROPOSED 7' 10.9' 41.0' EXISTING 5' 14.1' 63.5' MILLIKEN AVENUE STA. 44+50 EASEMENT SIDEWALK LINE MIN 5.0' EASEMENT 4.0 5,0' MIN. 12 or fI+- 12 �I- 1210.6 MIN (1211.07) . MIN 110209.32 TC TC 1211 .27 TC ( .97 ) FS I I ( .1 q) COLD MILL MIN. 0.13' PROPOSED SIDEWALK THROUGH ACTIVITY 1208.54 NEW AC PAVEMENT AND BASE CENTER FL (TO BE DETERMINED BY SOILS ENGINEER) FOOTHILL BLVD. STA. 51 +00.00 FOOTHILL BLVD. STA. 53+00.00 EXISTING S'LY RIGHTFOOTHILL /AY BLVD. FOOTHILL BLVD. 60.0' PROPOSED 9.0' 41.0' EASEMENT 7� LINE 5.0' 12 MIN 1210.76 1210'2 f !!TC 1210.74 FS COLD MILL MIN. 0.13' NEW AC PAVEMENT AND BASE (TO BE DETERMINED BY SOILS ENGINEER) FOOTHILL BLVD. STA. 51 +50.00 DESCRITION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOOTHILL BOULEVARD MILLIKEN AVENUE STREET CROSS SECTIONS TENTATIVE PARCEL MAP NO. 17426 DRC 2004-01125/ROW 2006-00104 APPROVED BY: DATE: 0 4IL0f ESSJpy�` CITY ENGINEER - RCE NO.:� �-� J. 4 � DESIGNED: PREPARED BY: RECOMMENDED: � y� CG � �� °t a RCE C32761 m� * EXP. 6/30/08 * DRAWN: SHEET CG 35925 RESOURCES GROUP, INC. Q 35923 Country Park OM•Wildomor, CA 92595 4 OF 8 CIVIL QTel: 951-800-0524 Fax: 951-800-0384 F OF CA1 SF CHECKED: . /�_: 6-10 �Y DRAWING NO.: 2109 ALEJANDRO J. ALATORRE RCE C32761 DATE FOOTHILLOULEV i AIRC) . a: [Ell 7 4 CL milli .A 6 tv � \ C •� 2 3/8"DIA. WARDSCAPE LEGEND 21 _T 4 CONCRETE PAVING W1 NATURAL COLOR, FINE WORSEWAIR ' ® 35 ..b• :: 6.. :.. BROOM FINISW, COOLED JOINTS AND BRICK BANDS U1/ ENDICOtt COPPERTONE BRICK PAVER AVAILABLE FROM THOMPSON , BUILIONG MATERIALS 0909)330-3000, SEE DETAILS SWEET a AND ENLARGEMENT TWIS SKEET, _ 0 `\ , ,5 EDISON APPROVED FOOTHILL H 1°1 ROUTE (oho ICON UNDER SEPARATE APPROVAL, 4� °•'• r®®y.uIlO)L BLVD. FIXTURE RANCH27000 LUMEN 21 CUCAMUNGA �� 18 METAL TREE GRATE BY MCKINLEY MODEL RS-46'X46' OR ALWAMBRA FOUNDARY A-2320 (46'W), INSTALL PER '" L 64'-3' • 16000 LUMEN ' • MANUFACTURER'S SPECIFICATIONS. GRA°NG '°LANe SCE APPROVED•' a.' SEE DETAIL 19, SWEET a / NOSTALGIA IS CONCRETE PAVING W1 INTEGRAL COLOR -SANDSTONE BYSTRESSCRETE ° DAVIS COLORS (WO)356-4846 OR EQUAL, WARD STEEL TROWELPRESTRESSED 43.375" CONCRETE POLE TWEN LIGWT SANDBLAST FINISW AN D TOOLED JOINTS SEE DETAILS, SWEET a. r <� GOLETA POLE >ZqyF— ROSEWOOD POLISHED 13375" Q " ALL METAL 20 CONCRETE PAVING W1 NATURAL COLOR, FINE WORSEWAIR * _ FINISH: ``=, • PARTS PAINTED BROOM FINISW AND TOOLED JOINTS. SEE DETAILS I AND 19, SWEET RALCOLOR • Y ALL METAL SURFACES SHALL BE TO MATCH • ARM KA69W t h, THOROUGHLY CLEANED. 21 CONCRETE PRECAST PLANTERS ON CONCRETE BASE. SI DIA '.'••, I � • A PRIMER SHALL BE APPLIED ,_3�� BOWL MODEL FB-6,6-i,AE BY DURA ART STONE 1909)350-9000. 29 BEFORE THE FINISH COAT IS SEE DETAIL 21, SWEET a. °r ELECTROSTATICALLY APPLIED. 15' G FABRICATION TO BEGIN - - 22 POST AND CABLE. POSTS 201 O.C. SEE DETAIL 22, SWEET 8 d AFTER RECEIPT OF x APPROVED DRAWING 23 METAL BOLLARD MODEL 1a90 BoIlard-Permanent-301 141POLEi h CROSS SECTION FROM CANTERBURY INTERNATIONAL. PAINTED BLACK INSTALL ❑ , . PER MANUFACTURER'S SPECIFICATION. AVAILABLE TWROUGW 1 APPROVED BY: CANTERBURY INTERNATIONAL i-800-933-`1111. SEE DETAILS 23, i . ;�• SWEET a. --- -ff Ll.I �013< s ''16► SOLD TO: 42" _~ • �, AGENT:South Coast Lighting rr CA5T ALUMINUM LINE LEGEND DOOR TO MATCH POLE w SCALE: 375"=1' T L . EASEMENT FOR STREET AND RELATED PURPOSES > DATE: 12"0 STEM 1 ''o NEW SIDEWALK EASEMENT _ SOUTH COAST LIGHTING&DESIGN 27324 CAMINO CAPISTRANO,SUITE 223 LAGUNA NIGUEL,CA 92677 TEL 949-367-1731 FAX 949-367-1739 EXISTING EASEMENT FOR SIDEWALK PURPOSESC4 � ' _ , „ °i• . _ oil 16 Decorative Light Pole � � STREET LIGWt g L®GATE PER PLAN , CURB FACE J •, �aow `T WERRINGBONE BRICK PATTERN PER DETAIL la SWEET a AT TREE WELL '`" CORNERS . BLE ROW OFNz 77 I . � � . SCALE: 1"� 20' 4 11111 BRICK BANDING ❑ �� - — —— -- PER DETAIL 4 0 10 4 $BEET a �: 20 0 80 0 ROUTE (06 In Ill. MONUMENT SEE •---- _ ACCENT COLORED, UNDER SEPARATE /1 CONCRETE SANDSTONE APPROVAL BY DAVI8 COLO S DESCRIPTION OF REVISION DATE APPROVED U 1800) 356-494tR - EQUAL �: Q a CffY OF RANCHO CUCAMONGA IIIIIIIIII It IIII ';jqsk 111111111111o -11 EE°f IMPROVEMENT PLAN FOOa TRILL BLVD / MILLIKEN AVE. a _ PLvfr Nei Puw -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T�I'ATIVE PARCEL. MAP NO. 1740 IARC 20041-Oti OMW 2008-OM APPWO N 104 CONTINUOUS STREET TREE WELL GRATE BY MCKINLEY �o�A Scgp� WIDOW - �/f/ ,❑���r ❑❑/�F'�,❑ _ R BAR MODEL NO. RS -4aX48 OR EQUAL SEE `�,��- � SWEEt 1 FOR TREE TYPE AND DETAIL la � ., EASMENT LINE SWEET a L .HUNTER LANDSCAPE Dun rn a N As street O — Ctivit CenterErhanced sivlewa lk Detail - sca 1 1 /4 " - 1 ► - 0II � oev ��,�. 7� OF CAL\FO Ph �408 BIQt -- I - K 13n 20 .4 / d n d° ' S cl d a. _171, 7. I==1 I d I j I i=I I I T__,_ 1 I i- 4 b? �ovrE r' 1 4 1 r-- ' �-= I I I_I I I- ,� I •� 66 ROUTE TIT TTr LEGEND: I ° LEGEND: , �� 66 ' { 1. Poured in place concrete, see construction notes on plan sheets for finish and color. 1. 4"thick concrete paving. 1/4"radius all edges. 15" • Double soldier course 2.25 Jointing per construction plan and notes. 2 "x4x8 brick paver, 118"joints or manufacturerrecommendations. � 's �� ` .� . � ° �,� ` �� �� 2. Compacted subgrade/sub-base per soil engineer's report. Sweep with silica sand, see construction notes on plan sheets for type. 5 i I 1° S gnage 90%compaction min or per SSPWC which ever is greater. 3. 1"thick compacted sand base. _ 4. Weakened plane or cold joint @ 15'o.c. r 5. 4"thick concrete sub-base. 6. Native soil compacted to 90% min. 7 tn FRONT ELEVATION N --=1 I 1:7 $ CAP PLAN VIEW 1 Concrete Paving Scale: 11/2"=1'-0" g 4 Concrete Paving w/ Brick Bands -Field Scale: 1 1/2" = 1'-0" � i' ' 1 Easement line 1 LEGEND: 6"' 1. 16"x8"x16" precision ck by Orco or equal. SECTI Scale: 1/2" 7 10.5" 2, Precast concrete p w1 natural color and light acid finish. 3• #4 rebar 18" . way as shown. N ° e 4• Cast met, oute 66 plaque with bronze finish. Anchor in place. A 5. 3"-6" er cobble, batter from base to cap. ��- 5 I 6 q ° a ° 6• A ' cent paving. 13 _1 _ _ 7. ompacted sub-grade. 6 footing. . g 7 P LAN VIEW 17 Route 66 Icon 8 LEGEND. CABLE SECTION q 1 1. 4"thick concrete paving. 114"radius all edges, see detail 2 this sheet. ° [ . 1 ° ° ELEVATION2 2• Double soldier course 2,25N48 paving stones. 1/8"joints or manufacturer's recommendations. 4 °d °° 8 = 0 Sweep joints with silica sand, see construction notes on plan sheets for type. LEGEND: ° 3 3• 1"thick compacted sand base. SECTION 4• Weakened plane joint Q15'o.c. 1, Removable finial. NOTES: 5. 4"thick concrete sub-base. 2. Locking screws. 4 6. Native soil compacted to 90%. 3. 112 dia. S. S. bolt-washer(4). 1. Installation to be completed in accordance with manufacturer's specifications. 7. Finish grade. 4• Anchor bolts or'Redheads' 4 . 2• Mounting fasten to anchor plate thru removable access panel. _ 8. 94 rebar continuous. 5. Cast aluminum bollard - paint black, 3. Ordering specify 1890 Bollard-Permanent-30 high. HE I ==1 i I III- Brick Band Edge of Planting Area Scale: 1 1/2" = 1'-0" 23 Bollard scale: l 1/2° = 1'-0° = ! =� 1==' _ ,�! _lLI� -1►!;III-alll �o0ollo 3116" STREET SIDE SECTION/ ELEVATION CABLE SIDE SECTION/ ELEVATION 5 LEGEND: NOTE: 1. 2"Chamfered edge.2 1. Post to be natural color concrete w1 graffiti resistant coating r�� l 2. 1"deep chamfered reveal. 1 2 7 `{ 3. 1"dia. hole or cable connection A : / 10 ` 4. Finish grade. 5. 1l2"S. S. Cable. 3 9 6. 314"female(adjustable cable connection). 7. 2"S.S. dia. washer. A'a"' sq n it 8. Concrete post. J e- F e q a ° n TREE GRATE BY MCKINLEY _ I v °qd d a -- _ 1 7 1 8 3 Easement line MODEL NO. RS-48"X48" ;o I I _III i - - _- 1I 11=11 I_; OR ALHAMBRA FOUNDRY - I I-1_ I ° 22 Post and Cable Detail �� - 11 ® I I- _�,I_r I;i-i i►:-.1 i;_ - 5 Scale. 314 - 1 -0 .I I --- I I = - -- 8 Z A-2320 (4a SQ) 7 1 2 3 4 5 I °� _�- � li-I I :i=1!I- I I 1-1 I I�_i I i II_!= 6 - �., __ _ I I-1 �- I I- _. I -_III--)I (_ �__I I I-1 I I--I I e 4 PLAN VIEW -=T!!i =a i^I ► I i-_i _:J i I_i- -► i ► I=��►�__�11=_I 1_LEI i-1! I I►-I I►-1 - v -1 l -I__�I I I_ I I I I =►_I�___I I I-1! -III ISI I�= !I I_ I:_I I Iw.__ _ 6 a a q - - - 7 _ _ i 1 � I�� -1 1111-- I I =�_ -i i-I I Ii=il III_-I _ __ ° I-III -III I I --I 11-1 I I_ I I_-,1 I-I 1 TI=t DESCRIPTION OF REVISION DATE APPROVED - - _ el I - - - ° t ° I=1 1=1II�1 I I- I I9_ I 1=III-I 11=1 I LEI ° q Q �-_III-^_I ► ►-I I 1:=i► I-_I =�I ►=1 !-1 I►_ `f`=1-�- --- Sawcut Expansion Joint -___ I-=-I I �i I, _I I- "► -lii_;I 111 -I I-1 I I-V-;I11r-iT� --�$ p Expansion Joint at Wall -_ , I III I I_I I I-I I I__I I hI �_ N I_1 11=111-�1 11=1 11=1 11=111=1 I I-1 I ' ' I hI I I=i I 1-1 I I^III-1-IImo,I I 1-! -- - I - _ -- LEGEND: -- - LEGEND: 1. Precast concrete bowl. See construction notes on plan sheets. EET IMPROVEMENT' PLAN SECTION FOOTHILL BLVD / MILLIKEN AVE. 2. Irrigation lateral line, see Irrigation Plan. 1. 4'sq cast iron tree grate. Sea construction notes on plan sheets. 3. 3" PVC drain line to sump. LEGEND: HAMISCAPE DETAILS ° e 4 n c 2. Angle iron grate at frame edge with#2 rebar into sub-slab. 4 o 4• #4 rebar 18"ea. way as shown. 1. Concrete paving. ° ° �a TENTATIVE PARC.. MAP W. 174H 3• Double soldier course 2.25"x48 paving stone, typical. 5. Concrete base and footing. Finish and color to match precast bowl. 2. Saw cut joint, 3116"wide x 1"depth. i ---- ---- --_; __ DRC /ROW 2006-00104 see construction notes Sheet 1 fort e. 6. Compacted su rade per Soil Eng. report. - g p° 3. 118 radius typical. I__._ _ �__�___-, � _----- -, 4. 1 to"thick compacted sand base. 7. 3 stand pipe. 4. Score joint, 3116"wide x 314"deep. - I Q A�DSCgp CRIT /� �� v� mm `1 F � isiz 5• 4 thick concrete sub-base. 8. Sump with 3/4"crushed rock and wrapped in filler fabric. 5. Tooled sealant, color to match adjacent paving, �$` �, mom mom� Im 6. Native soil compacted to 90%. 9. Finish Grade 6, Backer rod below sealant. TooledScore Joint SaWCUt � � �� HUNTER LANDSCAPE 7. Finish grade. 10. 314"radius all edges 7. 114""width Polyfoam filler. Joint 8. #4 rebar continuous. 8. Face of wall or curbface. 0 lr 8 Fee Are Sheet %W 16 Tree gate Scale: 1 112" = 1'-0" 21 Precast planter Scale: 1 1/2" = 1'-0" 19 Concrete Pavin i °p cA�,f° -_�-- _-- _ __ _g JO ntS _- _-- Scale. N.T.S �