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HomeMy WebLinkAbout1591 ROUTE ARROW U O ENERgL NOTES PLA NS SA ARINO DR. 15 FOR �z w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY Q 6TH STC) o OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR Q Z ' NG IT Y OF RAI HO U A 0 S TR -E- F;. T mimAmi-fwwP� R Oz, T PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUALBRADSHAW w z 3 SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND J O SPECIFICATIONS. 4TH STREET 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER mPOLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT F PA F PAR EL MAP N . 11222 PORTION SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN w SITE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE AND J REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA U SAN BERNARDINO FRWY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE LOT 43, MAP F R H T RR ,0P RTl NOF HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON �-�/ THESE PLANS. VI C I N I ( I MAP qjN 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N.T.S. PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR SHEET N0. 2 ..:' ' CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. :::. . - ...... .. ...... _. ._ `::::.::...... ` ... . .. . . ... PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT - - r. .. : . ..... ..... .. .. . ::...................r. ... . .... .... .... ... ... ... . ...... POINTS WITHIN 0.01 FOOT OF SUB GRADE ELEVATIONS AND AT NOT MORE ... ...... ....:........:.:....:.... .:..........r.. _..... .......... ......... ,. :........ ... ... . ,....... . . . . .. .. .... .....,............. ......_ , ...... ... ...... ....... 4 _ ..... :...... ..... ...... ..... .. Ili ....:.,.r::: ............ ..... r.w. 'M..... ................ ....... .�..• ... ............... ...... .. ......... ..r .... .. .......... .. ...-... -... ... .. ....• - ....... ...... ... ... • ... THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED t< """" CONSTRUCTION NOTES AND ES TIMA TED QUANTITIES BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. B ,: ,.- U U ! f FAL 0 A V E N EJ 0 CONSTRUCT 6 A.C. OVER 10 A.B. PER C.R.C. STD. N0. 100-A 7140 SF 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, `.. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. - NOT USED ..� .::'::::.. ........ ............. ................ ........ :.. ....................:::::.r.. :......................................... ... ........ ....................._ ....... ..... ........ .. . ........ .......... 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, - .................. ............... COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED .... .... ........... 3 CONSTRUCT CONCRETE CURB (8' C.F.) AND 24' GUTTER PER C.R.C. 298 LF .. .... O STD 104 2 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT (A -8) WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY `-- ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS �•� :. ® CONSTRUCT CONCRETE DRIVE APPROACH (COMMERCIAL) 'W PER PLAN 1220 SF AND/OR SURFACING. • I , .. . _._ ,__. ,` . ,,.� ..., , . � : : •� PER C.R.C. STD. NO. 101-C 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE ` ..� '+ •�• '•�+ CONSTRUCT 8' A C BERM PER CRC STD NO 104 ( 1- ) 75 LF SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR - - 5 D 8 DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND ' ` ` '' -' _ - O _ - GRADATIONS OF ASPHALT PAVING. I OF 5 / CITY RANCHO O PER C.R.C. STD. N0. 107-C OUTLET LARGE CAPACITY ( - ) 2 EA R ' = CUCAMONGA DRAWING NO 1 SEE SHEET 3 OF A Q 2568 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE I REQUIRED PUBLIC CAP 9120 SF SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR REVISION, FOR IR P O CONSTRUCT MINIMUM 010' A C EO ED Q 2 REVI 7 -_•-�---:-. IMPROVEMENTS. DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND = QAVEMENT AND EXISTING SAND EQUIVALENT OF AGGREGATE BASE. ; ' ff ® S Q I Il AWCUT AND REMOVE EXISTING A.C.AC540 LF A C BERM 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT =- t TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO G A.C. PAVEMENT COLD PLANE 0.10' MINIMUM FOR ILS JOIN EXISTING CONSTRUCTING FINAL STRUCTURAL SECTIONS. =" Q SMOOTH JOIN. SEE DETAIL HEREON. :'' - ..-. ....... q. ... . . ... ... .. . .._ ..................... 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS NOT USED OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING I �.....:::......... ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 12 CONSTRUCT CURVILINEAR SIDEWALK (W-4) PER C.R.C. STD. N0. 103 AND 114 2680 SF DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 50' QUALITY BETTER THAN THE NATIVE MATERIAL. 36' 14' ENEET INDEX L 13 INSTALL STD. C.R.0 STREET LIGHT (9500 LUMENS)-BY SCE 3 EA 18' 18' � � � � � (COORD. AND PAID FOR BY DEVELOPER) 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. MSN' ? -Z = 7 -�' SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE I PNE 010NS J 1 l W� I ST. N.G. 14 PLANT TREES PER STREET TREE NOTES HEREON. 12 EA FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. P\ N 8 ,o �',o Q -� `.. EX. R.O.W. 33' 9 G 51h40 7 ' VARIES �� > Qom? EOR 1.52X-1 r 90,t y Z.OX 2:1 MAX 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE -�. !_ 28' 22' CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN - -- - ----- DETERMINATIONS OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A ' � !.. 12 BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT EXISTING ST. IMPROVEMENTS TI = 9 R = 70 3 I EXIST. CURB AND GUTTER SHEET INDEX SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE PER CITY DRWG. NO. 1337 4 6.5 EXIST. ROADWAY CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TYPICAL CROSS SECTION I SHEET 1 OF 2 TITLE SHEET 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 MAX - SHALL BE CONSTRUCTED AT EACH INTERSECTION. BUFFALO A VENUE 3 IMPROVEMENTS WITHIN EXISTING L SHEET 2 OF 2 BUFFALO AVE. STREET IMPROVEMENT PLAN & PROFILE 16+74.34 TO 20+50.00 BUILDING F.F. RIGHT OF WAY PER SHEET 3 OF 5, 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM NOT TO SCALE 20 OF CITY DRWG. N0. 1256. 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 'V" DITCH APPROVAL. -40 50' 36' 14' 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD MIN. W MAX. TYPICAL CROSS SECTION CLEANEDRDERLY STATE,UPON REQUESTHOOFUGHOUT THE INSPECTOR. SITE SHALL BE I � �O�pN�N' �� W z NZ � ST N.C. � .; I SAH MARINO 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800- VARrEs 4y' v . NOT TO SCALE 9 F0� �� � 1.75x 1.84X .. ....::�........... ..=x >0 2:1 MAX 422-4133 TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. - . ..................... 7.27X- .DOX ----- --- •.. 3 12 VA EX/ST1NG ST. 1MPROVEMENTS 11 = 9 R = 70 PER CITY DRWG. NO. 1337 LIMIT OF A.C. OVERLAY CONTACT AS REQUIRED 48 HOURS CONSTRUCTION NOTES FOR STREET TREES TYPICAL CROSS SECTION W/ GRADE BREAK PRIOR TO EXCAVATION: BUFFALO AVENUE 0.10 MIN. 0.10 MIN OVERLAY 20+50.00 TO 21+32.40 COLD PLANE SOUTHERN CALIFORNIA GAS COMPANY: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WTIH CITY STANDARD NOT TO SCALE _ 2191 E. BIRCH STREET PLANS BREA CALIFORNIA 92621 (714 529-2889 (714) 529-2070 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS LEGEND DESCRIPTION OF REVISION DATE CITY REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL - i EXIST. A.C. BENCHMARKI CUCAMONGA COUNTY WATER DISTRICT: APPROVAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOILS T.C. TDP OF CURB 9641 SAN BERNARDINO ROAD AMMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. F.S. FINISHED SURFACE COLD PLANE - RANCHO CUCAMONGA, CALIFORNIA 91730 CITY of RANCHO CUCAMONGA F.G. FINISHED GRADE EXISTING A.C. FOR S.B.C.B.M. 0 10 71 ELEV. 975.280 (714) 987-2591 F.F. FINISHED FLOOR 0.10 MIN. OVERLAY BOLT IN TOP OF CURB AT SOUTHWEST CORNER STREET IMPROVEMENT PLAN J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE F.L. FLOW LINE OF T NEI/TOPLLE AVENUE AND AIRPORT DRIVE GENERAL TELEPHONE COMPANY: ENGINEERING DIVISION. 280 SOUTH LOCUST T.G. TOP OF GRADE P.O. BOX 2920 FOR 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. INV. INVERT POMONA CALIFORNIA 92807 QPOfESS/p - - - -G.B- - - - - _ RIDGE E LINE EAK TYPICAL COLD PLANE DETAIL BASIS OF BEARINGS: (800) 422-4132 �o "q� N.T.S. yQ �p00 KU9r� ��� BRADSHA W INTERNATIONAL VW RIGHT OF WAY PACIFIC BELL COMPANY. TITLE SHEET PROPERTY LINE CENTERLINE OF BUFFALO AVENUE SHOWN ASN 89'40'40" W 3939 CORONADO STREET No.C(348385 '^ CENTERLINE PER RECORD OF SURVEY R.S. 39/92 '�HE1999 CALIFORNIA 92807 Exp 6/30/00 � (D.R. 96 - 21) STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE SYMBOL C & G CURB AND GUTTER ( ) * , O R.D. ROOF DRAIN �`� �yT� (.IV►l ���\ APPROVED BY � � � DATE ' BUFFALO AVE. PINUS CANARIENSIS CANARY ISLAND 25' 15 GAL. 0 EX. EXISTING �._Of �A�IF CITY ENGINEER R.C.E. 6. 24953 PINE O.H. OVERHANG PRIVATE ENOI �R'S NOTICE TO CONTRACTOR DESIGN BY: RECOMMENDED H.P. HIGH POINT NY CASE OF EVERGENCY NOTIFY, SOKS ENOMM, BRADSHAW NMRNATIONAL R. J. MULLP" i ASSOCIATES, NC " E.P. EDGE OF PAVEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SITE DEVELOPER, T.L.K. 2150 North Arrowhead Ave" , z/p-�7 C.B. CATCH BASIN SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. San Bet'mu dho , CA 92405 ❑ IRRIG. M. IRRIGATION METER THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR RANCHO SAN MARINO PARTNERS NORCAL ENGINEERING RANCHO SAN MARINO PARTNERS DRAWN BY. SNE -.. RNA TIONA- . L 10641 NUMBOLT STREET (�) �4� (�) ��Fa�I 0 M.H. MANHOLE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT ANDI'OR 10005 MISSION MILL ROAD 10005 MISSION MILL ROAD T•L•K• 1 OF 2 S SEWER LINE GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE LOS ALAMITOS, CA 90720 - W WATER LINE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER WHITTLER, CA 90608 (310) 799-9469 WHITTIER, CA 90608 CHECKED BY. l R.C.E. NO. 48385 DRAWING NO. SD STORM DRAIN LINE LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS (310) 948-4242 (310) 799-9459 FAX (310) 948-4242 R.J.M. DATE Z_'/l/f'7 JOB NO. 96-4-3 1591 C:/RJM1/,,N100/JN1000/5T001 DWS 02/04/97 C ,,1111, , 1 , .,1111 ,.W. ,. .1111,,, ,1,. ,1 ... 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FLOWLINE 17+00 18+00 19+00 20+00 21 +00 22+00 PLAN CONSTRUCTION (VOTES SCALE: 1 =40 16+00 O CONSTRUCT i' A.C. OVER 10' A.B. PER C.R.C. STD. NO. 100-A ( NOT USED O3 CONSTRUCT CONCRETE CURB (8" C.F.) AND 24' GUTTER PER C.R.C. STD. 104 (A2-8) ® CONSTRUCT CONCRETE DRIVE APPROACH (COMMERCIAL) 'W PER PLAN PER C.R.C. STD. NO. 101-C CONSTRUCT 8' A C N4IE Q5 BERM PER C.R.0 STD. N0. 104 (D1-8) - RE-PAINT CENTERLINE BUFFALO AVENUE PER C.R.C. SID. 133. CONTRACTOR TO COORDINATE _ © CONSTRUCT CURBSIDE DRAIN OUTLET - LARGE CAPACITY (W=3') CITY INSPECTION FOR EXACT LOCATION OF STRIPING. PER C.R.C. SID. NO. 107-C �- 4, . - O7 CONSTRUCT MINIMUM 0.10' A.C. CAP T� F- `" BETWEEN STA 20+50.00 AND 21+32.40 "' ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND EXISTING L W A GRADE BREAK OCCURS AT llfE-SAMICUT.LINE. A.C. BERM `�' FOR TYPICAL SECITON SEE SHEET,1 L. >c v, THIS PLAN SET `" N OANE 0.10 MINIMUM FOR 9 JOIN EXISTING A.C.A C PAVEMENT COLD P X + SMOOTH JINN. SEE DETAIL ON SHT. 1 C) � W o .�:- _ . ® W . . 11 NOT USED «o _ 6 ... ... - .. .. 4 ® 6 4 1 p 1 O CONSTRUCT CURVILINEAR SIDEWALK (W=4') PER C.R.C. STD. N0. 103 AND 114 N o I et h a ��, 12 - IlERCIN o °p o I t V_ - "111uo 44 �b 1+ D.'03 BUFFALO FFALO a p �n N + o ,r, N ,r, Q_ CN -0+00.00__ i3 INSTALL STD. C.R.0 STREET UGHT (95 00 LUMENS)-BY SCE STRIPING . TYR) o :to Cr_ _a + Ad .+ w o + °� + rn"' 1. ;=N SAN MARINO (COORD. AND PAID FOR BY DEVELOPER) 9 to ^I� ^ 3 9 . W)� 2� 3 ~I� _ - 9 - 100' STRIPING cr -- � r w : LOC PER CIIT .. t6 � 17 _ N 00'0918 E _ _ 19 _ _ 515.69'_20 _ _ 211. 14 PLANT TREES PER STREET TREE NOTES, SEE SHEET 1 V. � / ' 8 8 1p6�5.8 i ; 8 i ---- '// /// ��6.� 9jlILL��/�/ 7 8 g �fXIST. +, _ , . - - - - 5 SDMH // 7 jr, �C 5R �- . �3 a n 7!��� � - .1 � : . . 12 :: 1 3- 06 1 1 6 �f 3 1 B _ 0 ._ ._ _, .: 2 �,r . . F: - ,061. ... 11068. '- 5 f. _ - - - - - - I � I - - _ t - __ - - - - ,-�, -4,., - , ___ f. __ "�­ 1� %�,- I . c >c W A A A A �!�r� 0� SEL = 6 � _�� . � I -i- -) �o w m ]2 Nr 12 21+�32.4.0 BCR 13 SL.= I'- . Q ®z v � zQ. TYP. 14 . . . JOIN EX. C&G �p59 v .� '� o-Q z /10(7 I n i . . . AND'SIDEWALK' - -- W m S o m� � N : - . . - . .. `��2' �-� IT I I : ; ~ -- _ -- --_ CITY of V p � X : , _.] - >- -- - T .� _ - - - - - - . __ __ -- ---- _ _ - - - -- a '*- o a i - - -•--- I DESCRIPTION OF REVISION DATE o o �- PRI VA TE 4' CONC. CURD --� - APPROVAL I I! U 'U' CHANNEL 0 S=0.5% MIN. I Z CITY OF RANCHO CUCAMONGA �UF�AL® AVENUE 0FESSI STREET IMPROVEMENT PLAN Q N _�_V - 54 ao L.K fey FOR SCALE: I - 40. y r Z BRA DSHA W INTERNATIONAL (D.R. 96 - 21) CURVE DATA c w��oo *J` BUFFALO AVENUE PLAIN AND PROFILE ---_-_.___ __ - ___--- CIVIL �� STA 18+74.34 to 21+90.03 OL, = 90 00'00' R=8.00' L=12.53' T=8.00' �rF0F CALF . , APPROVED BY DA TE _. C17Y ENGINEFRf___ R.C.E. v.,. . -.5J __ __-.__-____.._._-._,_...,__._ _ ...--�..-__ DESIGN BY: RECOMMENDED N CASE OF MROMY NOTJFY, SOA,S ENQIIItFER, BRA�SHA W 8'TERNATIONAI R. J. MULL•NS i SOCIATES, WC. SITE DEVELOPER# T.L.K. 2150 Noah Arrowhead Avenue � '&-70-� San Berrardho CA 92405 NORCAL ENGINEERING DR,4WN BY: SHEE; RANCHO SAN MARINO PARTNERS 10641 HUMBOLT STREET RANCHO SAN MARINO PARTNERS T.L.K. (909) �� 9 U65 Fax Z 10005 MISSION MILL ROAD LOS ALAMITOS, CA 90720 10005 MISSION MILL R04D �, OF WHI7TIER, CA 90608 (310) 799-9469 WHIITIER, CA 90608 CHECKED BY: - R.C.E. NO. 48385 DRAWING NO. (310) 948-4242 (310) 799-9459 FAX (310) 948-4242 R.J.M. DA � Z�� Q�_ JOB N0. 96-4-3 1591