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Home My WebLink About2096 BENCH MARK DESCRIPTION : CITYB.M. NO. 10012 N. TS 1"ROUND HEAD BOLT IN CONC. CURB 1 STAMPED"S.B. Co. BM 01670w AT FOOTHILL BLVD. NORTHEAST CORNER OF 67H STREET& BASELINE RD. HELLMAN AVE., 1FT E. OF BEG. OF CURB RET. 1� 1� ELEV.= 1051 . 107 W a ARROW HWY. > W MAR NO. 71 15 A � � �E ,9% aRu � GENERAL NOTES 6TH_ ST 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO P CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON NOTES QUANTITIES CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF X I r,, E H STREET AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE Oj -CpNSTRUCT 3'min. AC PAVEMENT OVER 4" CRUSHED 27398 S.F. FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. AGGREGATE BASE(SEE GENERAL NOTES 9& 10) 493 TONS AC, 662 C.Y. CAB 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 10 _ _ _ _ _ _ _ _ - - - HELLMAN AVENUE - - - �- - - -� �- WATER METERS VALVES FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE a2 --CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER 1553 L.F. N °° .95' PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE CITY OF RANCHO CUCAMONGA STANDARD PLAN 104: W=24" IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED 3 - 'OT USED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO THOMASBROTHERSMAP s i/ 47 CUCAMONGA. 4 CONSTRUCT CATCH BASIN LOCAL DEPRESSION, CASE AS SANBERNARDINO&RIVERSIDE COUNTY,2004 / /;-s' 2 INDICATED, PER CITY OF RANCHO CUCAMONGA STANDARD 2 EA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF PAGE 602 H5 -;5;- 3 w PLAN 307, W=10 FT. W WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING s 4 $ FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR 5�-NOT USED V/C/NITYMAP F� p CpN�ROL 5_- e - __ W ca j NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. N T S GP CREEK OO ��'j/' - - - z 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC O-OONSTRUCT 4" THICK P.C.C. SIDEWALK, W--PER STREET SECTION SHT. 2. PER CITY OF RANCHO CUCAMUNGA CUGAMON , �SiI01VEY�gQ WORKS, ENGINEERING DEPARTMENT PRIORI TO ANY ENCROACHMENT OR STANDARD PLAN 103. 6321 S.F. U) CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR N ' RIGHT-OF-WAY. 77 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF c I 5. ALL GRADE STAKES SHALL BESET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES RANCHO CUCAMONGA STANDARD PLAN 101: W 16 S`37 R-�75 ' ( 1 10 17 18 2 M 18 EA. � z16.oa. 9 1 12 1s 18 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF NSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO 8 1s 14 ��. t - SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL CUCAMONGA STREET LIGHTING STANDARDS PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR% (PAID FOR BY DEVELOPER, COORDINATED THROUGH CITY) 'NOTE SEE SEPARATE LANDSCAPE DRAWING CITY OF --�- g a 3 VERTICAL CURVE AREAS. 6 EA. RANCHO CUCAMONGA DRAWING NO. 2066 FOR LANDSCAPE N00°25'21'W 1248.77' SHE T 2 99 --4NSTALL STREET TREE PER NOTES AND LEGEND AS INDICATED MAINTENANCE DISTRICT PLANS FOR HELLMAN AVENUE, 31 1 1 1 2 3 1 4 s 6 7 8 9 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR ON SHEET 1 SEE TREE LEGEND SIXTH STREET AND GOLDEN OAK STREET. TRACT 15727-5 (EXISTING) 10� CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.; 4 10 NSTALL STREET NAME SIGNS PER CITY OF RANCHO 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL, NICUCAMONGA STANDARD PLAN 401. 1 EA. I COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO CIVIL ENG/NEER COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE 11 NSTALL REFLECTANT MARKER PER CITY OF RANCHO LOCKMAN&ASSOCIATES UT/L/TY NO TIF/CA TIONS PROJECT A CREA GE INDEX MAP COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL CUCAMONGA STANDARD PLAN 134 1 EA. 14125 TELEPHONE AVENUE SUITE 1 PRIOR TO THE PLACEMENT OF BASE MATERIALS ANDIOR SURFACING. CHINO, CA 91710 GAS: SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 ACREAGE=4.35 SCALE= NTS 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 12 ADJUST MANHOLE TO GRADE CONTACT: MR. CHARLES W. LOCKMAN, PRESIDENT RES. CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY6 EA TELEPHONE NO.: (909) 548-6418 1-800-427-2000 COMM. DRA WING SHEET INDEX 13 DJUST WATER VALVE TO GRADE FAX NO.:(909) 548-6841 STABILITY, OIL CONTENT AND GRADATION CF ASPHALT PAVING. 3 EA. ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY(800) SHEET 1 - TITLE SHEET, GENERAL NOTES& SPECIFICATIONS 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 14 NSTALL A W53 STREET SIGN PER CAL TRANS STANDARD. 1 EA. 655-4555 TO THE CITY ENGINEER.LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO OWNER/DEVELOPER WATER: CUCAMONGA VALLEY WATER DISTRICT(909) 987-2591 SHEET 2 -PLAN&PROFILE, STONEY BROOKE CIRCLE VERIFY. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONSTRUCTION NOTES FOR STREET TREES: CRESTWOOD CORPORATION SEWER: CUCAMONGA VALLEY WATER DISTRICT(909) 987-2591 PR/VA TE ENGINEER'S NO TICE TO CONTRA CTOR(S) 10. PAVING SHALL BE PERFORMED 1N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 510 WEST CITRUS EDGE STREET TAKEN TO DETERMINE STRUCTURAL SECTIONS AND VERFIED PRIOR PAVING. GLENDORA, CA 91740 CABLE: COMCAST(909) 983-9895 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT MARKS CABLEVISION 1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED NAVE BEEN 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A TELEPHONE NO: (626) 914-1943 (909) 987-6275 INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN HEREON. SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR FAX NO: (626) 335-9320 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY CONDUITS AND ROCKY MATERIAL, THE SUB GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED STORM DRAIN: SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS BY"POT HOLING"PRIOR TO WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE BY THE CITY INSPECTOR. GEOLOGIC CONSUL TANT ("909) 387-8063 CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIRANDIOR FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE CITY OF RANCHO CUCAMONGA (909) 477-2700 REPLACEMENT OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION MATERIAL. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTENCE BY THE SOILS SOUTHWEST, INC. IN CONNECTION WITH THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS TO NOTIFY THE ENGINEERING DIVISION. 897 VIA LATA, SUITE N 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT ENGINEER OF OR RECORD IMMEDIATELY WITH ANY DISCREPANCIES. COMMENCEMENT OF WORK REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. COLTON, CA 92324 INDICATES ACCEPTANCE OF ALL EXISTING UTILITIES SHOWN OR NOT SHOW BY THE APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT TELEPHONE NO: (909) 370-0474 AER/AL TOPOGRAPHY CONTRACTOR. WIDTH PRIOR TO PAVING. TELEPHONE NO. (909) 370-0481 FAX NO: (909) 370-3156 THE TOPOGRAPHYAS INDICATED HEREON WAS 2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS OTHERWISE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE LEGEND ESTABLISHED BY PHOTOGRAMMETRIC METHODS BY THE NOTED. RELOCATION OR REMOVAL OF AN✓EXISTING UTILITIES NOT COVERED BY THESE PLANS OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF INLAND AERIALSURVEYS, INC, SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE RESPECTIVE UTILITY OWNERS AT CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED DATED OF AERIAL TOPOGRAPHY NOVEMBER 26, 2001 THE EXPENSE OF THE DEVELOPER. BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES - - - " CI TYAGENCY ABBREVIA TIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY, EXISTING SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 36" SD 36STORM DRAIN SURVEY MONUMENTS. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER.401 SHALL .BE CITY OF RANCHO CUCAMONGA TC TOP OF CURS CONSTRUCTED AT EACH INTERSECTION. W WATER LINE 10500 CIVIC CENTER DRIVE 4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTORS LICENSE AND SHALL BE RANCHO CUCAMONGA, CALIFORNIA 91730 RNV RIGHT OF WAY REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILE PERFORMING WORK ON THISS SEWER LINE TELEPHONE NO: (909) 477-2700 FS FINISHED SURFACE PROJECT. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FAX NO: "909 477-2849 BCR BEGINING OF CURB RETURN FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. ( ) ECR ENDING OF CURB RETURN UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 1Q WATER VALVE BVC BEGINING OF VERTICAL CURVE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO THE CITY ENGINEER FOR APPROVAL. EVC ENDING VERTICAL CURVE COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. FIRE HYDRANT FL FLOWLINE 6. THE CONTRACTOR(S)AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, EMERGENCY NOTIFICA TIONS HP HIGH POINT ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE KEPT CLEANED UPON ELEV ELEVATION FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, REQUEST OF THE INSPECTOR. TRACT BOUNRY EL GRADE BREAK INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY JOB SITE PROJECT SUPERINTENDENT- BOT BOTTOM CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. TRAILER: TEL: (909) 755-3100 INT INTERSECTION INLOW POINT 7. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER OF AGENCY: CITY OF RANCHO CUCAMONGA - LIP LT LEFT RECORD HARMLESS FROM ANY AND ALL LIABILITY, RELATED TO OR ALLEGED, IN CONNECTION � TEL: (909) 477-2700 RT RIGHT WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITYARISING FROM STA THE SOLE NEGLIGENCE OF THE OWNER ANDIOR THE ENGINEER OF RECORD. STATION POLICE: SAN BERNARDINO COUNTY SHERIFF- STATYPICAL 30' 30' TYP(909) 477-2088 8. LOCKMAN&ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR THIS --- 12' 18' 18' - 12' IMPROVEMENT PROJECT. ANY ADDITIONAL STAKES REQUIRED SHALL BE THE RESPONSIBILITY YI FIRE: RANCHO CUCAMONGA FIRE DEPARTMENT- OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE ENGINEER OF RECORD (909) 477-2770 EX/ST/NG SUR VEYMONUMENTA TION 0FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY LOCKMAN&ASSOCIATES AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO ANY STAKING. AMBULANCE: AMERICAN MEDICAL RESPONSE- I HEREBY CERTIFY THAT/HAVE IDENTIFIED ALL SURVEY MONUMENTS OF 1 (800) 882-6379 RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID 9. CADASTRAL INFORMATION SHOWN HEREON IS FOR GENERAL INFORMATION PURPOSES ONLY. MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON SHOULD ANY DISCREPANCIES ARISE IN THE HORIZONTAL LOCATION OF THESE IMPROVEMENTS THESE PLANS AND ARE DESCRIBED AS FOLLOWS: AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP SHALL GOVERN. ALL LEGAL DESCRIPTION CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF THESE IMPROVEMENTS SHALL BE 4' CITY U 0.5 -a �- 1 4-i 0.5' DESCRIPTION OF REVISION DATE APPROVED PORTIONS OF LOTS 23 AND 26 OF SECTION 15, TOWNSHIP 1)L&TAT 6TH STREET AND HELLMAN AVENUE PER R.S. 108128 29 BASED UPON THE RECORDED FINAL MAP. 0.5' BENCH -� I+- 0.5' BENCH �/ /' C p (� O -114-PER PER C;IT i LJr RANCHO CUCAMONGA 1 SOUTH, RANGE 7 WEST, SAN BERNARDINO MERIDIAN, IN 2.) 1"I.P.AT INT OF GOLDEN OAK D 6TH STREET PER TRACT 15727-1 M.B.270132-37 10. �JNAUTHORIZED CHANGES$USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOOTSLOPE 2 LEVEL o o ' LINE 11�t SLOPE C THE COUNTY OF SAN BERNARDINO, STATE OF -"- 2 �-- OZ/OA/06 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CALIFORNIA, ACCORDING TO MAP OF CUCAMONGA FRUIT Date: "�i•L'----� ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER " ��AA 0 LANDS, AS PER MAP RECORDED IN BOOK 4, PAGE(S) 9, OF OCKAMN, R.C.E. 10290 OF THESE PLANS g • • g IMPROVEMENT� MAPS, IN THE OFFICE OF THE COUNTY RECORDED OF SAID COUNTY STREET TREE LEGEND VOW/a � STORM I PLAN C ESS/� � � �SWILBUR to F TRACT No. 16971 0 i STREET NAME BOTANICAL COMMON GROW SPACING SIZE QTY. 2 1TITLE Q o y NAME NAME SPACE I z (n i No 10290 Z / ,k Ex .3 31/08 * TYPICAL STREET SECTION Cl) �- Exp. 12/290 * STONEY BROOK CIRCLE TRISTANIOPSIS LAURINA NCN 3' 20 'O.C. 15 GAL. 33 Q. CITY OF RANCHO CUCAMONGA Civil,- STANDARD DRAWING No. 100-A APPROVED BY DATE_,64d 4f CA1-��` CITY ENGINE �/VIIItam J. leis R.C.E. No. 24953 DIAL i lF Of CA1-��` DESI N LOCKMAN & ASSOCIATES RECOMMENDED VIII TWO WORKIN CCcc x{4.04 E BEFORE �� ;' DAYS BEFORE STREET sCjgj"E DRAWN CONSULTING 3NGrEL cPHo ENGINEERS PLANNERS SHEET Z Q YOU DIG `� YOU DIG CHINO, CA917W UNAUTHORIZED CHANGES & USES: The engineer preparing TYPICAL DETAIL I�IORIZ 1 101 C.S.S. 7EL:("9)543�41BFAX(X9)549-W41 OF 2 c TOLL FREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized 3 3 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must VERT 1 2 CHECKED BY ,r R. 42485 DRAWING NO. oCklnan c7 >/ UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. C.W.L. DATE : 02/08/06 FILE NO. 04-3639 Profi/e Sca/e - Hor/z 1"= 40 FT -- -- --- - -- ._- _ - _ _ - _ - -- -� 14 d/ _ d - - - - -Nvoly VP ` _ -- - - - - - - B C fE Vert. 1"= 4 FT. --- ---. - ___ __ -- --- ---- - - - -- -- -- __ - - _ - ___ __ _ -- __ __ - - - _.- - --- -- - -- -- -- ---- --- -- -- � -- � S R � - AfIT LU ► s Ass T� ,P --- -- _ ;__ ._ __ -__ - - _-- __ --_ __.•� D. __ V/� 0,�y�� f 04 - _._ - - -,q-� �, aL -x.407T t„ ,4 4- -- - - - -- - - G - - -- - - - -- - - - --- - -- -- - . - -- 1 _ ti ' rt-j - ----_ .- - (jurtj 3/8 DIA. TOP RAIL - � 2X2 POST 0 6 O.C. - - - - CENTERED ON RAIL --- .. - -- - - - --- - - -- - - - - -- - - _ _ - - - - - -- - - - - -- - -- - � `� _ - --- -- - --- -- - � » .706" DIA. PICKET ® 4" O.C. - = 1.9 =�1. _, f$4 - - - _PV 1 4 - - --- -- - -- --- - -- -- - -- -- -- -- - - --- - - - - - -- - -- - - y - - °� - - - --- -- 1 3/8» DIA. BOT. RAIL 1 7 _ _ - -- --. _ l¢ ¢ - - -- - -- ---- --- - - - - R _ -- -- -- - --- -. - -- -- - - UR RETL! CONCRETE FOOTING - - - - - -- - -- --- - 1- _ -- - - -- -- -- -- - - -- - �y 4 - - �S t� 6-50 ELEVATION SECTION _ -- - - .. - - - -- - - - -- _ - - - - - -- - - NOTES 1. T TOP RAIL - 1 3/8» TUB 16 GA. RAI L 1 PIOCKETSOUTSIDE 16 GA. �1 5# -4 - - _ -- --- - ---- - - - 4. ALL TUBE IS TO BE DOMESTIC COLD FORMED STEEL, COVERED __ _ _-- -- ..- _ _ __-- _-- --- _--- - _ - -- - - - -- - _ _- _.__._ __ WITH UNIFORM EXTERIOR HOT DIPPED GALVANIZED ZINC. A ZINC a a - -- -- - - -- - - -- CHROMATE CONVERSION COATING & BAKED ON CLEAR POLYESTER f° ,58 e Guns urz uR _ d _I �ooh , l - - -- .-- - - - -- - - - -- _ c -- -- - Rf� E TG U + COATED WITH X321 PRGLlNE COLD GALVANIZED COLD GALVANIZING E a OR APPROVED EQUAL 5. 1 COAT 2-PART EPDXY PRIMER 3 MIL MIN. THICKNESS 2 COAT 2-PART POLYURETHENE FINISH COAT. FINSH COAT SHALL BE -_ - - SELECTED Y OWNER. POLYURET ENE AS MUNUFACTURED BY FRAZEE - - _ /SRA, C - PAINT CO. (714) 630-8043, ORAPPROVEDEQUAL. c __ _._ __ - - - -- -- - - 6. POST- 2X2 SQUARE POSTS 16 GA TO BE ELECTROPLATED GALVANIZED - POSTS. CAPS SHALL BE SHOP PAINTED & INSTALLED WITH SILICON CAULKING. --- --- - -- - -- - -- - - - _ - _ _ 7. PANEL TO POSTS: 14 TEK SCREW ELECTROPLATED ZINC WITH CAST ALUMINUM L fjV rH,oH,GL=.1 2D, o - _ _ __ _ - _ _+ _.- -- - _-- _ r. -- - -- _- - _ _ - - - - -�_ MOUNTING BRACKET - - _ _ 8 ALUMINUM MOUNTING BRACKET TO BE PAINTED PRIOR TO INSTALLATION & - -- - - - -- - - - _ 9. JOINT FIELD WELDING PERMITTED. - - - -- _ -- - - - - -. _ .- - 10. ALL PAINT SHALL BE SHOP APPLIED. FIELD PAINTING W I - - _ ELL BE PERMITTED ONLY ON CURVE TABLE - - - -- - -- - --- - - -- - - ___ _ -_ -__._. _ TEK MOUNTING SCREWS & SCRATCHES. 11. _ ALL SLOPE CONDITIONS SHALL BE FIELD MEASURED STEPS SHALL BE CONSTRUCTED - O - - - _. -- _ - - - -- - - - - - - -- -- -- - e - -- TF - - - RAILS .LLEL TO . R L j _ - _ -. --- _ __ _-__ __ _. __ _ _ _ _ -- _ -- - - -_ -- _ -._ _ __ __._ -- -___. _ _- __ - -- -_ -___ __ - _ _. _ _ _ _ _- -- - - -- - 13. T & STRUCTURE O BE SELCTED BY OWNER. YEARS FROM I POSTS PLUMB 12 FINAL PAINT COL PAIN W RRANITY FOR (3) THREE INSTALLATION. 14. FENCE HEIGHT TO MATCH HEIGHT OF 6'-0". 15. ALL POSTS TO BE SET IN CONCRETE PER DETAIL HEREON. A 198'30'38" 38.00' 131.66' - 3->E»00 4�-®O .S-f-OD 6-,,-00 7°•,,»00 8-,,-04 9-f-OO 10-f-0O 11 +00 12-i�»0O B 17'29'38" 100.00' 30.53' 15.39' C 00'01'20" 8118.00' 3.15' 1.57' 6 FT. TUBULAR STEEL D 2T 16'50" 2$2.00' 134.27' 6$.43' �NO TE. THEEX/STING OVERHEAD UT/L/T/ES(TEL ECOMMUN/CAT/ONSAND EtECTR{CAL)ON FENCE ON R/W b- THEPRO✓ECT S/DE OFHELL�MNAVENUE SHALL BE UNDERGROUNDED FROM THE SEE DETAIL ABOVE E 33'42'49" 398.00' 234.19' 120.59' FiRSTPOLEOFFS/TE SOUTH OF THE SOUTHERLYPRO✓ECTBOUNDARYTo THE FIR rPOLE _ F 22.03'22" 282.00' 108.56' 54.96' w NORTH OF THE NORTH PRO✓ECTBCUNDARYSTREET, PR/OR TO PURL/C IMPROVEMENT , , 5 ACCEPTANCE OR OCCUPANCY, WH,'CHEVER COMEFIRS T.ALL SER VICE CROSSING - _ _- -__ _ - _ :: 7 PARKWAY 22'0322" 318.00' 122.41' 61.97' . HELLMANA VENUE SHALL BEUNDERGROUNDEDAT THE SAME T/ME. - // CONCRETE ' S - 5 p SIDEWALK PROPOSED 6" H 33'42'49" 362.00' 213.01 ' 109.69' ® 0 M � FULL CURB & GUTTER Icy PARKWAY I 2T16'S0" 318.00' 151.41' 77.17' - S 5 STA 10,,00 EX/ST. 2� mfg 2 min PROPOSED �� END OFCONS TRUCT/ I _ _ 01'02'20" 8100.00' 146.8$' 73.44' 3 JOIN EX/ST/NG 7 v STREE T/MPROVEMENTSPER GRN. r' ''.t..=.;.,•.:Y �; AC AVEMENT K 27'16'50" 300.00' 142.84' 72.80' E� ' " 5 5 �. 8 as ORAW,NG No.2066 SHT 4 OF 13 ., C+ N - � r 47 46 45 44 /off VIES L . 33-42'49" 380.00 223.601115.14'1 rRoL , 5 - - r W� -_, PROPOSED BASE M 22'03'22" 300.00' 115.49' 58.47' K FLOGC CON 9 5 / p R� 4 Q 9 MATERRIAL cE a0 U(,r1MC 9 , - 5 9 W `` ''j � OFFSITE GRADING TO BE PERFORMED IN CONJUNCTION 4 � U 9 9 5 6 ao T Q 9 a Q U 9 ' WITH ENCROACHMENT PERMIT U c 64� 9 v 9 U cq :.. :-. : _ , :. . ... FROM SAN BERNARDINO COUNTY ` A STORMOfZ4/N/MPROVEMENTSPER 5 ti h 9 Q FLOOD CONTROL DISTRICT S�W ER PROPOSED R/W c� g Q + �► > > R DRAW/NG No.206,63H T 11 OF 13 , , 18" / � ,� 6 , ••� � � G . \ a > > \ j�� M \ \\ \\1 +00 Z) - Q °� \�•9+ ,NG1�2847"WI .3� _ -NDo°28471W � okp SECTION - A Vim A \ \\ \\�5� Q 9 Q Q a W L o \\ \\\ ,101 + + + Q Z `� W 9 Q PROPOSED R/W 9 7 Q 9 cp 9 O►� U Q 7 78 I ao 8 0 CL ORiVEwa � W H k Q.4 k , �� 7 \� 16 2 9 + 10 h Q `'`' 18 8 0 1030.»IC_,,,- 8 r 4 8 r 12 14 IU STA 2,,86.62 � g?� 4 7 13 I DESCRIPTION OF REVISION DATE CIN 0- n APPROVED Z 3 II U 13 1530,15• ; CITY OF RANCHO CUCAMONGA %5 TONE '- ' IMPROVEMENT �� N a I.�I .� '� X1111 �i B/SCA YNE DR/VE "` LEGEND CONSTRUCTION NOTES `�' 1'�I�. °� 7�1 � � ro O \\ \ OVER 33 OF C.A B. A) PAVEMENT ,gG S7jRucEBASE SEE GENERAL NOTES" CRUSHED 66 ONSTRUCT 4" TH/CKP.C.C. SIDEWALK W-PER 10 NSTALL STREET NAME SIGNS PER C/TYCFRANCHO ( 9 S 1o) STREET SECT/CN SHT.2 PER C/TYCFRANCHO �CUCAMONGA STANDARD PLAN4o1. STONEY BROOKE �'�� ' co F- CUCAMUNGA STANDARD PLAN 1D3. STA 2#8'6.80 TO STA 10+00.00 QR4f ESS/Q --'`-? !. 0 2 CNSTRUCTCONCRETECURBANDGUTTER, TYPE 11 NSTALL REFLECTANTMARKERPERC/TYCFRANCHO �! \ A2 PER C/TYOFRANCHOCUGAMONGA STANDARD O7 -D CNSTRUCTCONCRETEDR/VEAPPROAGHPERC/TY CUCAMONGA STANDARD PLAN 134 t e,`��I B�R� APPROVED BY DATE d V�j PLAN 104.'W=24" OFRANCHOCUCAMONGA STANDAR-OPLAN 101.•W= 16` �i �``' CITY ENGINES iltiam J. Neil R.C.E. No. 24953 DIAL �� TWO WORKINONSTRUCTGATCHBAS/NLOCAL DEPRESS/ON, CASE 12 AD✓USTMA/VHOLETOGRADE iJ DESIGN REC MMENDED �-- 0 424$-5 z LOCKMAN�&JASSOCIATES E BEFORE ". AS/ND/GATED, $ /NSTALL 5800 L U,�I�tEN STREETL/GHTPER C/TYOF y DAYS BEFORE PER 13 AD✓uSTWATERVALVEToGRADE �c P. 3/31/06 S.P.P. CONSULTING ENG NEERSAND PLANNERS V4A 1.1�'�G ro ro YOU DIG � � YOU DIG STANDARD PLAN 307-W=10 FT. RANCHO GUGAMONGA STREETLIGHTING STANDARDS Z �. UNAUTHORIZED CHANGES & USES: The engineer preparing ��, ��. DRAWN 14125 TELEPHONEAbENUE SWEET CH/NO,CA 91710 TOLL FREE 1-$00-227-2600 these plans will not be responsible for, or liable for, unauthorized /NSTALL STREET TREEPERNOTESANDLEGENOAS 14 /NSTALL W53STREETS/GNPERCALTRANSSTANDARD �T C�y��' Q� TEL:(")548-eWdF"(�l'19)548-M41 2 /ND/CA TED ON SHEET 1 pF CAL��`4 C.S.S. ,� 2 p •� .3 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must CHECK D BYE -��--�:---�'�_---�e.Er 42485 DRAWING 12 UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these pians. ares ac man 9 D C.W.L. ' AT � 2/08/06 FILE No. 04-3639 Ci�•"�/fid