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HomeMy WebLinkAbout1780 STREET IMPROVEMENTS FOR GENERAL NOTES HOFFINGER INDUSTRIES INC * , SITE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ARROW ROUTE Y CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL IN THE CITY OF RANCHO CUCAMONGA SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. JERSEY BLVD. 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 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT METROLINK WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q m Z W 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE Z v � Y HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE 6TH. Q = ST. I q i 411 TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, N I I� EXIST. INDUSTRIAL OPEN SPACE WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I I� EXIST. INDUSTRIAL I I ' cif BUILDING I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC 10 FWY BUILDING WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY, 10 ( r L _J- -- - - -- - - - - - -- - - -- I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING _J I I I STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN EXITING PARKING LOTI JE'RSE'Y BOULEVARD 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. - ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT - - �- - - - - - WARPED OR VERTICAL CURVE AREAS. VICINITY MAP �« - - - _- �� � - - - - - ---------------------- - VICINITY ---` :-- .. - = 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, , � z. _ z _ '-- M�' �_, _ OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING, NOT TO SCALE - - - - -- - -- - _ - __ - -- - _ . 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,N, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO " ," + - - r -- - �I I C I I I I I I I I _ _ THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION CONSTRUCTION N0TES. I "�`� I I / 4 TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 1 1PLACEMENT OF BASE MATERIALS AND/OR SURFACING. }7 CONSTRUCT 5" ASPHALT CONCRETE OVER 6" CLASS 2 BASE ' 1px -__-� 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO I i SII I �� ' ® ,a THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY I I o I II STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. O CONSTRUCT 8" CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 104 TYPE A2-8. I I I' „I 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED W II II ❑ I TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO O3 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 103. � N I � I I • ' VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. I �/ UILbING + � EXIST. BUILDING I rJ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 4 CONSTRUCT DRIVEWAY APPROACH PER C/TY OF RANCHO CUCAMONGA STD. DWG. N0. 101. I III I N c� O I III II , m PAIN �,, TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. EXIST. INDUSTRIAL I �t"Il �� L _ �t' = 2s.eot O5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 102. BUILDING I IIII I ( ' �J K ( 1 � 2 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A Q', Q li) ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL • lu BE FILLED WITH FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE I'I MATERIAL. O7 INSTALL STREET LIGHT, 5800 LUMEN HPSV BY SCE. - WHITE OAK R26 I I'lI 12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT II \ PROP/�IILDI ; REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMILY ® INSTALL STREET LIGHT, 9500 LUMEN HPSV BY SCE. - JERSEY R26 S I � IIII I \ �/ I APPLIED AT THE g INSTALL R26 SIGN ON STREET LIGHT - - - - - - - - - -I � ISI \ \ \ ��� ii WIDTH PRIOR TO PAVING.MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT O III III �� 10 INSTALL R26(S) SIGN ON STREET LIGHT - - - - - - 7 II I 'f * 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 1 III i - - i OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF PLANT STREET TREE. (PER NOTES AND LEGEND HEREON.) III --� CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED 1 EXIST. INDUSTRIAL I III 1111 -- - - BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES BUILDING - - SII 11,1 - -- - �-�.-- _ .�, .�r , -_ SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, P M NO 1797 REMOVAL NOTES: I III r PARGYL 1 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE L - IIII III I I OPEN SPACE CONSTRUCTED AT EACH INTERSECTION. AO SAWCUT AND REMOVE EXIST. A.C. PAVEMENT (/.0' WIDE) I t �I I i III L J /AREA DEDICATED TO WATER DETENTION ` �� 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY SEE DETA/L ON SHEET 2 FOR THE CORRECTION OF ERROR AND OMMISION DISCOVERED DURING CONSTRUCTION. SAWCUT AND REMOVE EXIST. CURB & GUTTER. INDEX MAP UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 6 THE CITY ENGINEER FOR APPROVAL. © REMOVE & RELOCATE EXIST. SIGN. SCALE: 1"= 50' 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, OREDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CONSTRUCTION NOTES FOR STREET TREES: CONSTRUCTION NOTES FOR STREET TREES : PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARDS PLANS. MR. 808 STALLINGS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL 2, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT FOR BASE LINE ROAD CONSTRUCTION BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR, B. GENERAL TELEPHONE 1-800-483-3000 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY ENGINEERING DIVISION. LIST OF ABBREVIATIONS LEGEND: C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA. 91762 CONSTRUCT P.C.C. SIDEWALK, DRIVEWAY 3. ALL STEET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING NOTICE TO CONTRACTORS PT ANGEL POINT "' DIVISION. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 AC ASPHALT CONCRETE 9641 SAN BERNARDINO ROAD Constrution contractor agrees that in California Council accordance with generally accepted BC BEGIN CURVE EXISTING STREET LIGHT 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RANCHO CUCAMONGA, CA. 91730 of Civil Engineers & Land Surveyors construction practices, construction contractor will be required BCR BEGIN CURVE RETURN EXISTING MANHOLE to assume sole and complete responsibility for job site conditions during the course of construction EC END CURVE Q MH E. METROPOLITAN WATER DISTRICT (909) 593-7474 N.of the project, including safety of all persons and property- that this requirement shall be made to ECR END CURB RETURN EXISTING FIRE HYDRANT 700 , CA. AVENUE apply continuously and not to be limited to normal working hours, and construction contractor FL FLOWLINE LA VERNECA. 91750 further agrees to defend, indemnity and hold design professional harmless from any and all liability, FS FINISH SURFACE X18„ W)- F. COMCAST (909) 983-9895 real or alleged. in excepting liability arising from the sole negligence of design professional. GB GRADE BREAK EXISTING UTILITY LINE 1205 DUPONT ST. (PORTION OF RED HILL) TER R. GUTTER All contractor and subcontractor performing work shown on or related to these plans shall conduct GTR. 0 EXISTING UTILITY POLE ONTARIO, CA. 91762 their operations so that employees ore provided a safe place to work and the public is protected. POINT LEGEND: BOTANICAL NAME COMMON NAME SPACING SIZE QTY. G. MARKS CABLEVISION (909) 987-6275 DIRECTION OF DRAINAGE All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" INV INVERT 10808 FOOTHILL BLVD. 1120 (909) 880-0222 of the U.S. Department of Labor and with the State of California Department of Industrial Relations M.H. MANHOLE RANCHO CUCAMONGA, CA. 91730 -{990 EXISTING CONTOUR JERSEY LAGERSTROEMIA INDICA CRAPE MYRTLE 20 0.C. 15 GAL. "Construction Safety Orders". The Civil Engineer shall not be responsible in any way for the P.C.C. PORTLAND CEMENT CONCRETE 990_ STREET TUSCARORA DARK PINK) 25 EA, controsctor or subcontractors compliance with said regulations and orders. S/W SIDEWALK DESIGN CONTOUR ( ST.STA. STREET STATION PROPOSED FIRE HYDRANT OAK WHITE BRACHYCHITON BOTTLE TREE 25' 0.C. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS TB TOP OF BERM PROPOSED STREET LIGHT STREET POPULNEUS 15 GAL. 12 EA. TC TOP OF CURB The existence and approximate location of any underground utilities or structures shown on these EXISTING STREET LIGHT plans are obtained by a search of available records. To the best of our knowledge, there are no existing T.F. TOP OF FOOTING utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact TW TOP OF WALL location of said lines nor for utilities or irrigation lines whose location are not shown. The contractor shallCITY be responsible for notifying all utility and irrigation companies prior to work on excavation to determine SHEET INDEX. DESCRIPTION OF CHANGE DATE APPROVED exact location of all lines effecting this work, wether or not shown heron, and for any damage or protection CITY OF RANCHO CUCAMONGA of these lines. sHT. No. DESCRIPTON BENCH MARK: The contractor shall call in a location request to Underground Service Alert(U.S.A.) Phone 1-800-422-4133 TITLE SHEET two (2) working days prior to digging. No construction permit issued by Public Works Department shall 1 T/TL SHEET NO. 10020 ELEVATION 1118.67 (ADJUSTED 1976) be valid involving underground facilities unless the applicant has an inquiry identification number LOCATION: FD. I " ROUND HEAD BOLT /N CURB STAMPED STREET IMPROVEMENTS FO R issued by J.S.A. 2 JERSEY BLVD. STA. 20+J9.27 TO STA. 26+98. 87 "S.B. CO. BM 01100" AT SOUTHERLY END OF WHITE 3 WHITE OAK AVENUE STA. 4+00. 00 TO STA. 10+00. 00 OAK AVENUE SOUTH OF JERSEY BOULEVARD. HOFFINGER INDUSTRIES , INC . ----- DR00 - 1 9 PM 2204 M . B . 160- 101 ��pEESSIpN k0 9� APPv�C` ED 3Y: ✓�_ � Er7� DI L T /�w �`y QC�'C =- Essr ENGINEERING VENTURES, INC. v► !-`�' .K060IN �1 �' �F �.�. Inc. ! P N F. F LAND PLANNING * CIVIL ENGINEERING CITY ENGINEER R.C.E. NO.: 24953 0 � f ti� Q F + DESIGN C LAND SURVEYING RECOM ED DIAL TOLL FREE j M 0. 13 6 '° CARL T. x°BH'NS. Jr. z �� 43500 RIDGE PARK DR • r 202 • TEMECULA • CA • 92590 1 CC -000-422-4133 �c1 � 3-a 1- O,r w No. 13669 Civil Engineers and Land Sulveyots I No. C 045687 G� I TEL / ( ) 699-6450 FAX / (909) 899-3589 a c� AT LEAST TWO DAYS �\J,f IL ENGINEER P CIVIL ENGINEER * 8880 Benson Ave.. Suite 100 nExp. 3-21-06 P SCALE: BENCHMARK: DRAWN 1 OF 3 '- 1 �'� Ex 12/31/98 �t C+ BEFORE YOU DIG 9J�. o� CAUE���\ J�gTF �P Montclair. California 91763 CIVIL \P AS SHOWN SEE ABOVE CHECKED DRAwNiNG N0, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (909)949-1791 (FAX)949-8433 qta <7F Cr�,F� CAt�F DATE: JULY, 2000 1760 I a )., ti 5 = � ~Z10 6-k 2 ►--� O 0000 ` 000 00 O O c _ Z < n n n O n n � � y Z z Z c) c) p Z Z O - * . - --+- -r - - -t-' _.r.,. - + r _.. ---r :. _ : -. r::_.,. _: _ z _ .t - t _ ._ I _. .. -t--_ 0 - V) c C C C `� c C u ! 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