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HomeMy WebLinkAbout1146 - 4 GENERAL NOTES CONSTRUCTION LEGEND RAMONA AVENUE1. CONSTRUCTION WITHIN THE RIGHT OF WAY OF NINETEENTH STREET WILL BE O PCC CURB EN GUTTER, A= I2%B=18", D=I5" ( MODIFIED CITY STD. NO. 303 ) SUBJECT TO INSPECTION BY AND APPROVAL OF A REPRESENTATIVE OF THE STATE OF CALIFORNIA DIVISION OF HIGHWAYS AND SHALL COMPLY WITH THE CONDITIONS 4to PCC SIDEWALK PER CITY STD. NO. 310 a 311 PAVEMENT REHABILITATI0N AND REQUIREMENTS OF AN ENCROACHMENT PERMIT ISSUED BY SAID DIVISION.o OPCC DRIVE APPROACH a SIDEWALK RESIDENTIAL CITY STD, NO. 305 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF ' RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC ® 6" DRIVEWAY WORKS CONSTRUCTION, 1985 , WITH 86 AND 87 ADDITIONS. CONTRACTOR SHALL O �� „ 16 REMOVE 36" DIAM• EUCALYPTUS TREE BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE 4 ASPH . CONC. PAVEMENT ON 4 CRUSH. AGG. BASESTANDARDS AND SPECIFICATIONS. 17 REMOVE AND TRANSPLANT 30 to DIAM © ASPH. CONC. PAVEMENT OVERLAY — VAR. THICK. ( 0.10 MIN. 1 PALM TREE AT LOCATIONS DESIGNATED 3 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, ADJUST SEWER MANHOLE TO GRADE PER CITY STD. N0 512_ BY THE ENGINEER WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE O . PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE QADJUST VALVE COVER TO GRADE PER C.C.W.D. STD. DWG. NO. 4 IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED 8 IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. u RELOCATE EXIST. METER,BOX aCOVER PER CCWD STD- DWG- NO'_2 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE CONC. BLOCK SLUMPSTONE WALL AS PER L-A- CO- RD- DEPT- STD- DWG- NO. 48-04 _j 1 I HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO NINETEENTH ,ST EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS II COLD PLANE (0.10 MIN. AT JOIN LINES)_ _ L OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12 $AWCUT a REMOVE PQRTION SAWCUT-SPANDREL FROM I �Z 5. A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 13 YARIABLE HEIGHT PCC CURB ONLY PER CITY STD- NO- 301 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN MODIFIED -FRONTING W E THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. OSPACING WHEEL CHAIR RAMP PER CITY STD NO. 3Io EXISTING •TOPOGRAPHY LEGEND -PLANT PEPPERMINT TREES WITH ROOT BARRIER 22 6. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA IT S A CURB GUTTER � MIGNONETTE ST AT THE CITY' S EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE IN THE SPECIAL PROVISIONS CONTRACTOR AT NO MORE THAN 50 FOOT INTERVALS SUBJECT TO THE APPROVAL OF Q SIDEWALK W y THE ENGINEER. CONSTRUCTION STAKES AND POINTS UNNECESSARILY REMOVED OR W W W V DESTROYED BY THE CONTRACTOR WILL BE RESET AT THE CONTRACTOR'S EXPENSE. BENCH MARK -' VALVE N W 7 . ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 0 WATER METER ° Q MAINS t OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 99-8 1374.075 Z� 181 FEET WEST t HER MOSA AVE. AND , ORNAMENTAL LIGHT 1-i� 8. COMPACTION TESTS OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUB-GRADES =�h SHALL BE PROVIDED BY THE CITY AT THE CITY' S EXPENSE. RETESTING OR 12 FEF,T SOUTH OF OF S.P.R.R TRACKS ® POSTAL SERVICE MAIL BOX v UNSUCCESSFUL COMPACTION SHALL BE PAID FOR BY THE CONTRACTOR. SET DRIVE PIN ON WEST SIDE OF HEAD- Q v Y/CTORiA sr. CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITHOUT PRIOR f11Ln BLOCK OR RUBBLE WALL NOTIFICATION OF SUCCESSFUL COMPACTION TEST BY THE CITY. WALL 4 FEET BY 4 FEET CONC. BOX CUL- SPRINKLER SPRINKLER VERT, 3 FEET EAST OF WEST END. 9. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A TREE Q ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE PALM TREE MONTE WSrA NATIVE MATERIAL. Q Q PLAN LEGEND 10. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE,' A SOILS STERI LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE LA v�n/E sr. UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL ASPH. CONC. PAVEMENT OVERLAY SourHERN ,oqC/�-/c R. R. R/ PAVEMENT WIDTH PRIOR TO PAVING. zjoe {iiii �I� ♦H'r' —1 11. ESTIMATE 9F QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVE IENCtE OF THE CITY. THE CONTRACTOR SHALL MAKE HIS OWN ,, •;:y;.=F,}.,r• DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ASPH. CONC . PAVEMENT ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE VICINITY MAP OTHER ITEMS OF WORK. NO SCALE 12. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, PAVEMENT REMOVAL ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 13. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS. CONTACT ALL UTILITY COMPANIES AS REQUIRED, TWO ( 2) WORKING DAYS PRIOR TO EXCAVATION. 14 . THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING CONTRACTOR) , IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSING LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEC) AND THE RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE R1W TIME THIS CONTRACT IS AWARDED. � If R 33� R/W 33 aI 15• ALL 'WORK ON STATE RIGHT OF WAY WILL BE TO STATE STANDARDS ANQ ,SPECIFICATIONS; �Z 22' - /3r 03' 4a5CONC. BLOCK SLUMPSTONE WALL NOTES : - - '1 1, 411AI/ CELL5 TO QE FILLED W/THOROUT ANO RODDED 05 I 4 /D � - Z,OM1T W0RTAR FROM VERT/GAL JOINTS /NF/RST COURSE /O ABOVE P/N/SHED GRADE ON 32 " ENTERS I 3• POUR FOOT/NG AQA/N.ST UNDISTURBED NATURAL SOIL I ,5'S GRADE L/NE — SNOWN ON PROs/LF_ 5.5 GRADE LINE SHOWN ON ROF/LE 5.M�n. 4.NO LIVE LOAD sURCHAROE ALLOWeO ONF/LL CDS fi FL ANE j o�D pLA € u 5. FOD T/NG TO 8E CO/IS TRUCTED dF PORTLAND C�MENT - _ _ I -:� /q AER FT 2 CONCRETE. kir � 6. TDP OF WALL TO BE 2"MIN A,QOVE 9,-7A11YE0 f/NISH ckol I �1 I� � / � - , •.�S r � GRADE. I L I/E l i2 // ( I — — — ! I I � h/MAX al AfhV 2 10 0/0 I EX/ST CoQ G(/T7ER /O � I0.1O -_ — _ r'G� — _ _ _I- -J r=• WALK 5 - --�- f rO g Q ADDED TO GENERAL NOTES 11-02-87 RRC., FROM VICTORIA ST. TO NINETEENTH RIGHT - SIDE DESCRIPTION OF REVISION DATE AvCIITY'ED f FROM STA . 30 + 05 TO STA, 31 + 84 CITY OF RANCHO CUCAMONGA TITLE SHEET RAMONA AVENUE. TYPICAL SECTIONS RECONSTRUCTION FROM VICTORIA STREET TO NINETEENTH_ STREET APPROVED BY: ( DATE: y �� FH qoy" CITY ENGINEER RC.E N0. 39 'i wzl DESIGN Hackett a Kranzer Inc, RECOMMENDED WJHA Surveying and Engineering R, R• - C9 No. 9915 20585 E. VALLEY BLVD. �} AwI23I_rg9 DRAWN WALNUT, CALIFORNIA 91789 SHEET - sf CIVIL . 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BASE RMINT TREE WITH ROOT BARRIERS 22 FEET ASPH. CONC. PAVEMENT OVERLAY—VAR. THICK. (0.10' MIN.)SPACING AS PER CITY STD- NO- 6oi a 604 AND AS DETAILED ADJUST SEWER MANHOLE TO GRADE PER CITY STD. 0 512 IT— IN THE SPECIAL PROVIONS ADJUST VALVE COVER TO GRADE. PER CCWD STD- DRAWING NO- 4 REMOVE 36 DIAM- EUCALYPTUS TREE RELOCATE EXIST METER,BOX aCOVER- PER CCWQ STD- DWG- NO- 2 R A C T N 0 9025 REMOVE 30" DIAM- PALM TREE AND REPLANT AT LOCATIONS CONC.- BLOCK SLUM' PSTONE WALL AS PER , L-A- CO- RD- DEPT- STD- DWG- 2 3 4 5 6 DESIGNATED BY THE ENGINEER COLD PLANE (0.10' MIN. A*r JOIN LI'NE) NO- 48-04 w 7�JL m > 0 lop'— 0 z--Y— w—,�f 0—120 10 7 W 14 + W z 00' C\j 1 2 z 0 uj W I i-/ (n (/O)t 1% 13 X 4- CITY DESCRIPTION OF REVISION DATE I4 3 2 CITY OF RANCHO CUCAMONGA 111 TRACT 9 2 4 PLAN AND PROFILE RAMONA AVENUE RAMONA AVENUE V/C rORIA Sr RECONSTRUCTION FROM ,_-VICTORIA STREET TO NINETEENTH STREET APPROVED BY: DATE:CITY ENGINEER zn:�f RC.E. NO.!? DESIGN ackett a Kranzer, Inc. RECOMMENDED Y?jjrveying and Engineering No� 9915 JHA oxp je-31-89 , DRAWN 20585 E. Volley Blvd. SHEET 4! Walnut California 91789 qvit. QM 10 2 GFICA.L�VC' 14)5 4-9 0 (81 ) 331-8323 -OF R.C.E. NO 991 5 DRAWING NO. DA�TE FILE NO— 1146 7— ———————————71777=ff�7--------r II I .............. ............ ........................ ---------- ............................ ........... .......... ............---------- ....... .................... . ..... ......----------4— ......................... ........................ ------- ......... .......... .1 ........................ ............ .......................... ................................. ....................... .......... .................. . .................................. ............ ............. .....................777777777�7=j. ........... ------ ...............- I ;_ ___ ........................ ....... .... ....................... ............. 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SPANDREL 2" FROM C-f�-) 7 8 9 I 1 86 87 88 89 90 91 92 93 I 0 @ VARIABLE HEIGHT PCQ CURB ONLY PER CITY STD- NO- 3.03 (MODIFIED) - FRONTING WHEEL CHAIR * RAMP koIr ———— — —————w>0i INO- 310 WHEEL CHAIR RAMP PER CITY STD ME w 0 7 w 0 Iz+ z Z_ 7 joln 0 r4) & I ,r Iw LL, =7 ISTATE RIGHT OF WAY 11-02-87 DATE CITY DESCRIPTION OF REVISION 4 3 2 41 40 5 CITY --OF RANCHO CUCAMONGA 42 Tj N2 9351 - 1 60 TRA N2 9352 - 11 / PLAN AND PROFILE TRAC IL c Six, RAMONA AVE MIGNONETTE ST AVENUE N1 ETE 7-H ECONSTRUCTION FROM VICTORIA R AMON A T EET STREET TO NINETEENTH STREET APPROVED BY: DATE CITY ENGINEER RC.E. N DESIGN Hackett 8i Kranzer, Inc. RECOMMENDED Surveying and Engineering JHA rjo. 9915 20585 E. Valley Blvd. /?,-3/-83 DRAWN Walnut California 91789 SHEET Civil. QM ) .(618)331-8323 —!—OF 4 OF Cki.0"' I R.C.E. NO,0 a I 5- DRAWING NO. 4A T E -9.8 7 F I L E N 0- 1 1146 9n'j ;A'•* ��fIF� , n• - - _ - ., _ _. .. .. R. - : ' ., __. - ./ � �' 1'f '} r' 3�; lt , •; ^. a„' !tr"S.�.'1a!i Kri • .,. ;t ' -- ♦a / 4, 'r S' 1• t �+• T •t '.3+ • "C• r a i ir .; .:VR.r ! r i 1 1 INSTALL : YELLOW CENTERLINE AND TYPE D RAISED PAVEMENT MARKERS PER STD- DWG- NO. 407 o RA C T N- 9025 5 6 111 I 1 2 3 4 dois - - - - - — - - - - -- W ` — k2l vy vim= V + cc Q Uj UJI — - --- - - - ; 1 I - - - - - - - -- - --- -- - /o �PI� li II I I w=i2� 6• ► II i1 4 . 3 2 I V .� .¢r . ti I' ' 2jI TRACT N ° 92 4 vICroR1Q R A M O N A o AV E N U E sr. Z2 f'"-- I N STALL SCALE 1"= 40YELLOW CENTERLINE AND TYPE D RAISED PAVEMENT MARKERS PER STD- DWG- NO. 407 INSTALL; ©STATE 12" STOP BAR � STOP LEGEND R/ TYPICAL - o I ie' /Nos TRA T N - 9025 i �1 , TRACT 9025 ill 7 8 9 ; i� l II 86 87 88 � �� W i� �1 Z� 89 91 92 93 o a Ir Iado - �_' -- - - - - - - - - - -- - - - - - - - - -- - -- - - - - - -- - -- - -- - ----- - - ----- - ---- --- - -- - -------- ---,-_ =F- -_—==s,.. �,/ O ..bin O Q 1 - . _ _— --_--e�---- — 1�—_rte—f --ri-3� O. O + --- ---- \ W to - .fo/_n 6 -- - - '_-- —. — 6 Join W iscm i! iia n STATE RIGHT OF WAY 11-02-87 OAT! CITY ti DESCRIPTION OF REVISION APPROV[D. 4 a , ll I I 5 4 3 2 42 41 1 �I �I 1 0 , , , CITY OF RANCHO CUCAMONOA TRACT N2 ' 9351 - 1 ,a ;B, , T R A C N2 ( 9352 - 1 �I .�� bTRAFFIC STRIPING PLAN , IF-1 I , sr I E LAI �,, RAMONA AVENUE MIGNONETTE ST. AVENUE NINETEENTH RECONSTRUCTION FROM VICTORIA RAM 0 N A STREE-r STREET TO NINETEENTH STREET APPROVED BY: DATE: 9 0 REPLACE ALL EXISTING STOP LIMIT LINES RC.E NO. CITY ENGINEER AND STOP LEGENDS SHOWN ON PLANS OEs►GN Hackett �3 Kranzer, Inc. RECOMMENDED JHA Surveying and Engineeriny • . CBM 20585 E. Valley Blvd. ORA'MN Walnut, California 91789 sc,EEr DM i 714 694-9 2 (818)331-8323 __ _or_4 CHECKCD R.0-E.NO °J 815 ORAWINO NQ SII arF $t — 114 6 f+�E Ao •