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HomeMy WebLinkAbout1939 i BENCH MARK NO. - ELEV 1093.16 LOCATION: Top of curb at the centerline of the Storm Drain Inlet (Catch Basin) at the Northeast corner of the Intersection of Rochester STREET IMPROVEMENT PLANS FOR Avenue and 6th Street per the approved improvement plans for Assessment District GENERAL NOTES No. 82-1 (Sheet 11 of 73) 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard HYSSOP DRIVE & 6th STREET Specifications for Public Works Construction-Current Edition. The contractor shall be familiar with and shall be responsible R/W R/W for adherence to these standards and specifications. IN THE CITY OF RANCHO CUCAMONGA 33' j 33' 2. All pipelines or substructures of any kind, telephone or power 11' 22' �_ 22' poles, water meters, valves, fire hydrants, etc. shown or not 6" 4' 13' ' 13' 4' 6" shown on these plans within the right-of-way limits or in {.-- adjacent areas where work is to be done shall be removed, 2% 1' 2% relocated or protected in place as required at no cost to the Header2% 290 City of Rancho Cucamonga. _ __ ___ See Sheet 3 I Grind --= I 3. Any contractor performing work on this project shall GENERAL NOTES-CALTRANS DISTRICT 8 �" M" �' M' M" "" M" �' �' M" �" �' �' M" M' -' �' " =No �' � -' .r' -' �' �' ""T------------ --___ familiarize himself with the site and shall be solely responsible I I I N I I Existing Street T �_J for any damage to existing facilities resulting directly or , I Improvements indirectly from his operations, whether or not such facilities 1• An encroachment permit is required before any work may I /� i i Nil I to I IFuture Street ____________ __ Improvements are shown on these plans. begin ►n or near the state right of way. ,,.L� �� t" "" "' "" HYSSOP DRIVE P 2. All work within the state right of way shall conform to the I I 6th � „� Street 4. A permit shall be obtained from the City of Rancho 9 y I _ TYPICAL SECTION latest state standard plans & specifications or s directed by _ _ _ Cucamonga Engineering Department prior to any encroachment spa - � , -� �- SCALE: N.T.S. or construction within City of Rancho Cucamonga easement or the states representative (standards other than state must be I- i (� right-of-way. pre-approved and justified). 5. All grade stakes shall be set by the contractor or engineer. 3. No equipment or materials may be stored on the state right ----- -- �" --�"--; C: � Paving stakes shall be set at all hinge points, edge of of way. .5.. e .�. �. .o �... .... .�.. .r:a �... �... .o. ..... I i pavement points, within 0.01 feet of sub-grade elevation and R/W R/W at not more than 50 foot intervals. Additional paving stakes 4. All disturbed areas in the state right of way must be treated 60' 60' may be required by City Engineer as needed at warped or for erosion control (hydroseeding or equivalent, or as directed �� vertical curve areas. by the state's representative). The responsibility for maintaining Charles Smith I I i- 13' 47' �� 47' 13' J erosion control will not be released until the seeding is well Avenue NOT 27'f 16'f ' _ 4' 6. All sewer, water, electrical, gas, phone, or other utility laterals, established. The contractor will be responsible for the cost of 1 A I I I 6' mains or crossings shall be constructed prior to paving. Caltrans cleaning any drainage structure/channels which have , 3.0--�� 2 -- become cluttered with debris and/or silt as a result of, or 7. Compaction tests of embankment construction, trench backfill, caused by, the construction project. STREET TREES LIST: PART _ __ _----_-- compacting original ground and all sub-grades shall be I � � I I 1 •� --__------_- � I 1 r----- performed of no cost to the City of Rancho Cucamonga. A 5. Access control on the freeway will be maintained at all times, ' ' ------ written written report with these compaction tests shall be submitted i.e., the work inside the state right of way must be fenced Street Name Botanical Name Common Min. Grow Spacing Size Qty. 2: J i._ to the City Engineer for approval prior to the placement of off with no access to the work area from the freeway. Name Space i I '>- I Future Street Existing Street base materials and/or surfacing. � Q � Improvements Improvements 6. No freeway ramps or freeway lanes may be closed or 6th Street Magnolia grandiflora 9 8. At the completion of paving, a materials report shall be obstructed at any time unless specifically allowed per the St. Mary, NCN 3 20 O.C. 15 al. 16 6th STREET submitted to the City Engineer, listing all tests or encroachment permit and/or as directed by the state's I I STA 11 +09.91 TO STA 12+23.52 determinations completed to verify stability oil content and representative. Hyssop Drive Bpopulneusn Bottle Tree 5' 25' O.C. 15 gal. 13 2 = ' gradation of asphalt paving. �� TYPICAL SECTION 7. All fence relocated to facilitate the construction of this project I SCALE: N.T.S. 9. Prior to installation of any paving, a materials report shall be inside the state right of way shall be replaced with CL-6 ' N submitted to the City Engineer, listing all tests or fence as shown in the state's standard plans or with a block PARCEL AP I I N determinations completed to verify sieve analysis and sand wall in accordance with acceptable local agency standards. 1 \C L M P , equivalent of aggregate base. CONSTRUCTION NOTES FOR STREET TREES , ' I .� 8. Where type CL-6 fence does not exist, the state right of way 16010 10. Paving shall be performed in accordance with R-value and fence must be upgraded to type CL-6 fence, as shown in 1. All street trees are to be planted in accordance with city I , I � pavement tests taken to determine structural section (prior to the standard Ions. 4? P standard plans. 37 37 final plan approval). � I ' � I 4� 9. All state drainage structures must be completely cleaned of 2. Prior to the commencement of any planting, an ergonomic ; U) 32' 32' 5' 11. When improvements are to be placed on native soil, which debris and/or silt by the contractor prior to making the soils report shall be furnished to the city inspector. AnyI ' I 20'f I consists of rocky material, the sub-grade shall be prepared connection. unusual toxicities or nutrient deficiencies may require backfill d by removing all rocks which protrude above the sub-grade soil amendments, as determined by the city inspector. , , 2% ; 3.67. Mo 12% and all voids or depressions shall be filled with a fine grade 10. The structural section shown within the state right of way is , I ;� � ' I ~ETI _ 1.0�_ material of a quality better than the native material. for estimating purposes only. The actual section will be 3. All street trees are subject to inspection and acceptance by I r----___-_ 3A designed by a soil engineer after native soil testing has been the engineering division. r"-- • 12. If the asphalt concrete is to placed on sub-grade, a soils o-. i --- ------- '•.: completed. A traffic index (TI) of 11.0 shall be used in the 1 sterilant registered by the EPA for use under A.C. and P.C.C. I I I design the traveled ways, and a TI of 7.0 shall be used for 4. Street trees are to be planted per public improvement plans , shall be uniformly applied at the manufacturer's recommended the shoulder design. The laboratory reports and the design only. � Future Street Existing Street rate for full pavement width prior to paving. 4 I I Improvements Improvements calculations shall be submitted to the states representative 13. Estimate of quantities is provided b the engineer only for the for approval prior to construction of the structural section. O q P Y g Y I ' cn 6th STREET convenience of the developer. The contractor shall make his 11. The contractor shall be responsible for ensuring that any own determinations of construction quantities before submitting state drainage facility which is connected to or directly STA. 13+00.45 TO STA. 16+21 .53 not specifically listed in the estimate of quantities, shall be affected by the contractors operation shall be clean and (,` TYPICAL SECTION considered as included in the other items of work. operational prior to final acceptance of the permit work by `� R/W , , SCALE: N.T.S. the state. Adequate clean-outs and access openings shall be Exist. A.C. 14. Street signs per Cit of Rancho Cucamonga Standard Numbers provided in any construction within the state right of way for Pavement I , 401-A and 01-B shall be constructed at each intersection. future maintenance and repair work as needed. This work A.C. Curb Type "D1-6" 6y I 0- shall be furnished at no cost to the state. per City Standard 104 I f� I SCALE: 1 -100 15. City approval of plans does not relieve the developer from 12. Where survey monuments exist, such monuments shall be � I � ' , � R/W � R/W responsibility for the correction of error and omission �,_________ protected or shall be referenced and reset pursuant to , ---_--_ Exist. Grid. I I 50 44 discovered during construction. Upon request, the required Business and Professions Code, Sections 8700 and 8805 1 plan revisions shall be promptly submitted to the City ----------- Engineer for approval. (Land Surveyor's Act). --------------------------- _ 9.5' 36' L 32' 12' 49 Existing Street 4 16. Work site and exterior streets shall be neat, clean, 13. The pavement must be saw-cut 2' minimum from the edge I " - " hazard-free, order) state throughout construction. Site shall of pavement. The saw-cuts must be perpendicular or parallel HYSSOP DRIVE �•• •i• �• 6 2% Improvements 3 �- 6 Y 9 Future Street 2% Max. 2%I to the state highway centerline. improvements J r be cleaned upon request of the inspector. 9 y SECTIO 'A 1.590 17. Contact all utility companies, as required, two working days 14. All signing, striping, and pavement markings shall be in TYPICAL SECTION -_--_-_-_-_-_ ''''" - y P q g y conformance with the current edition of the traffic manual ' r -• prior to excavation. Provided for your convenience are the SCALE: N.T.S. 1 �------ -- following: published by the State of California, Department of Transportation, and the special provisions. All pavement Foothill Boulevard General Telephone (GTE) markings shall be thermoplastic unless otherwise noted on the CONSTRUCTION NOTES QUANTITIES 66 66 6th STREET 1-800-483-5000 plans. STA. 16+21 .53 TO STA. 19+42.60 15. The exact location of all signs shall be determined in the (D-Construct 8' Curb and Gutter per City Standard 104 1550 LF Southern California Gas Company __ /Route TYPICAL SECTION 1-800-427-2200 field by the state's representative. 2D--Construct min. 4' AC on min. 6' Aggregate Base 35484 SF Arrow SCALE: N.T.S. Cucamonga County Water District 16. All conflicting striping and pavement markings not shown on O3 -Construct 4' Wide Sidewalk per City Standard 103 4582 SF .rte 15 909-483-7440 the plans shall be removed from the pavement by E v o sandblasting by the contractor. D--Construct 4.5 Wide Sidewalk per City Standard 103 1599 SF Q Metropolitan Water District 909-593-7474 17. All conflicting signs shall be either removed or relocated by 4D-Construct Drive Approach per City Standard 101-C (W=36', R=12') 1409 SF �a the contractor. a5 -•Sawcut Existing EP with 1' Wide, min. 0.1' Deep Header Grind 700 LF v DESCRIPTION OF REVISION DATE PROVED ITY Southern California Edison 909-357-6191 18. All signs, roadside markers, electroliers, etc., shall be (D-Construct Curbside Drain Outlet - Large Capacity Q Site protected and/or replaced in-kind according to the current py per City Standard 107-C 3 EA 6th a CITY OF RANCHO C U CAM O N GA Verizon state standard plans and the current traffic manual, at no 7�--Install 5800 Lumen HPSU Street Light - By (SCE) Paid for and Coordinated 3 EA V 1-800-483-3000 cost to the state. by Developer a0i -°o � Hyssop a 7A Install 9500 Lumen HPSU Street Light - By (SCE) Paid for and Coordinated 2 EA Y ? C Drive w Title Sheet Adelphia by Developer 4th CO Street 1-800-626-6299 D--Adjust Sewer Manhole to Grade 3 EA Hyssop Drive & 6th Street Charter Communication O9 --Adjust Water Valve to Grade - 7 EA 15 Street Improvement Plans 909-987-6275 10 Adjust Edison and GTE Vaults to Grade 6 EA 3 Parcel Map 16010 BASIS OF BEARINGS 11 Sawcut and Remove Existing A.C. Pavement to q 1022 SF APPROVED BY DATE The Bearing N89'50'41"E for the centerline of 6th Street " ,. 10 ESS CITY ENGINEER_4 R.C.E. No. 23889 (formerly 7th Street) As shown on Parcel Mop No. 8891 Filed 12 Construct A.C. Curb Type D1-6 per City Standard 104 266 LF 10 � E. LD. �' Underground Service Alert in Book 99, Pages 69 and 70 of Parcel Maps in the Office Freeway �`o� F'�� DESIGN L"MQ 215 , INC. REcr ►• 9 13 Street Trees to be Installed per the Notes and Legend on Sheet 1 31 EA a KLM 2151 CONVENTION CENTER WAY foRs r of the County Recorder of San Bernardino County was used No. 45183 SUITE 1008 - Call: TOLL FREE as the Basis of Bearings for this mop. 14 Ad'ust Storm Drain Manhole to Grade 1 EA VICINITY MAP Exp. 9/30/06 NTARIO, 1_g� , N.T.S. C N��- * DRAWN RBL C 91784 SHEET f 4 909) 93 0200 1111 15 Install Reflectant Fire Hydrant Blue Marker (Type 1) per City Standard 134 3 EA glF���p B _ 0 0 422-4133 CARLA E P R D, R.C.E. No. 45183 CHECKED / EXPIRES 9-30-06 DRAWING N0. M WORMG DAYS BEFORE YOU DIG CEB DATE `-- FILE N0. 1939 JN 55939 Wo ner Development Group D407l Ck O1 File- E.\55939\55939st01.dwg 07/03/03 Fina01/07/04 CalTrans Permit No. 08-03-8-MC-0812 I - -- - - _ m - BENCH MARK NO ELEV1093.16 - _ - LOCATION: Top of curb at the centerline of the Storm - -- - - Drain Inlet Catch Basin) at the North - - - - - - -- -- - - as ea -_ -_ - -_ - - -- corner of the Intersection of Rochester -- - - - - — 6`u ur T L f� - - 4 FAvenue and 6th Str t r th r v - -- - - - - Assessment District _ - � la As aPP o e e ed - - - - - improvement plans for ses i - -- --- - - - - - - -- - -- -- - oil - - - - -- No. 82-1 (Sheet 11 of 73) - -- - o se T - - _ + 4 - - - a — - - - - -- - } - - - - -- - -- - - OT — --- -- - - -- E ,st -- UT - - - - o Q 2 - - - - -- -- - - s_ - - - - ao — - - - — - - — - - — Q - - - -- - - - - _ -- - = - 1=xi tri - ( U d - - - T - - -- — _ -- -- - - -- - -- � e ea -- - - - - - --- - O - - --- + - -- - - - - - fl ?9 pu is n F - - Oc� — - - - - - - - -- -- - -- Pill - _ PROFILE SCALE _ - • HORIZ: 1" = 40' - - - VERT: 1" = 4' Vt 50 51 52 53 54 55 56 57 58 59 60 PAR E MAP 16010 C L S Sete Sheet 3 4 7 10 10 7 4 10 10 7 44' 50' t c c c v > > .r 32' 36• v v = v t {--- -{ N_ po N v t W 3 + _ ° 3 3 Parcel 5 ; Parcel 4 Parcel 3 $ Parcel 2 �, I N (n I 0 ODW N� P I o v- "�a- , ;� v+ w `� oqi 'co t� w 1/6 X X + -92 X° ' a'n +a'n + '� + U n G >r + cit (+ '`� x G G x c c + to ca X X x x x Q U U X 9 X n t-y3 o �. x " {' x v� o 3 �.�G D�� l C�� a J o o °' GTS ' rn c�3 C-y3 3 A 6 F v, Q� •� o �. o � 14 a o W o o J o RI 3 E,,� 00 � 3 w R1W '� �C, �� Q�°' G `0°'�°� G w w J A RIW D 6 `9 R/W X I 1 o s J o ,ri '� OJ c x �, °Do r0 rp 0 13 0 3 X )t N W ° — AIM ATEU-1,19 - - - `o - - - - - - un TE �— GTE— 1 X \/- - G .,. ,. 12 X _ X 12 _ _ = N WV " :r,r: =c �Al 8 % = ' � - -8 8 x ;D •/ Sri` •.A •X<D _ N D N �Y N41 X `fir �1 5i 9 1 5 51 �S 52 2 1 Px — 53 9 15 -� 54 5 '� 55 2 9 x 1 8 X•s g Y Sx W 59 ��,�� w N 0 - + .9 x _ `9Exist. A vement C0 aQ.. /n a NOOr 11 09'E � . _ _ � � � �� � � W � O N _ A / O N X �v X (y V) O U 8 E Q Q J N $ M X X X ' X X !l X J N C / O N N co X l J oriv r) a X ?� -C _/ -Hy Ln a 3 p 111 -Ho4J 01 R/W R/W _ Proposed Sewer i Mine Extension J r -e Y v M14 C0) J R/W R/W o �c a Q O.6; o-� I See Sewer Plans for Details X$�� g a +- ° 'n iii 9 ., H ON X X ON x x f l (n x x a� • » X QOM x x x x X 9 X _X X 00'p� Q°.to Q to X h X X + �_r' i+ 7 o Q a on L —a m o + 11 U J o° co 1 ,a D ,D r (O t (O C D C C� Q + DD + J o o oJ o 0 0 1n In h' p1r) W Q.F-• W w a a cn ..i rn + yr 00 rJ +4J W ? 'D W + 9 CID T N + J W N f 6 6 In LI.C4 OD 04 ° In!t i+tt. `n�` 59+90.55 Hyssop Drive 20+00.00 6th Street 32' 32' 44' 44' 6th Street CONSTRUCTION NOTES O1 -Construct 8" Curb & Gutter per City Standard 104 2O-Construct min. 4' AC on min. 6' Aggregate Base DESCRIPTION OF REVISION DATE CITY 3�--Construct 4' Wide Sidewalk per City Standard 103 PROVED Construct Drive Approach per City Standard 101-C (w=36', r=12') CITY OF RANCHO C U CAM O N GA �Sawcut Existing EP With 1' Wide, Min. 0.1' Deep Header Grind (D-Construct Curbside Drain Outlet - Large Capacity Per City Standard 107-c Plan and Profile (D-Install 5800 Lumen HPSU Street Light - By (SCE) Paid for and Coordinated - Hyssop Drive by Developer 8 Ad'ust Sewer Manhole To Grade SCALE: 1"=40' South of 6th Street � � CURB CURVE DATA: Parcel Ma 16010 O9 --Adjust Water Valve to Grade � 10 Ad'ust Edison and GTE Vaults to Grade DELTA RADIUS LENGTH TANGENT APPROVED BY DATE —�a- 0 O GRAPHIC SCALE FEES CITY ENGINEER R.C.E. No. 23889 Underground Service Alert 12 Construct A.C. Curb Type 'D1-6' per City Standard 104 C1 90'20;28" 35.00 55.19' 49.64' c� E. ��Q � 0 � � � 1� `�' � DESIGN L.D. KING, INC. REC ' FORE y C2 90'00 00 12.00 18.85 12.00o. KLM 2151 CONVENTION CENTER WAY Cali: TOIL FREE 13 Street Trees to be Installed per the Notes and Legend on Sheet 1 Exp. 9/30/06 �tTE 1 CA 91764 1_gpp 15 Install Reflectant Fire Hydrant Blue Marker (Type 1) per City Standard 134 ( IN FEET ) CNS\ * PRAWN 909) 7_0200 SHEET 422-4133 1 inch = 40 ft. glf���0� RBL ARLA ER D, R.C.E. No. 45183 : 2 of 4 CHECKED EXPIRES 9-30-06 DRAWING N0. TWO WORKING DAYS BFFOK YOU DIG CEB -D ' E Q9 1939 LELI I I I I DATE FILE N0. JN 55939 Wogner Development Group File: E:\55939\55939sW1.dwg 07/03/03 Final Ck 01/07/04 CalTrans Permit No. 08-03-6-MG0812 M SIEMENS SOMEONE man M SEES E MEMEMEMS MMMMMMMM s am M a SENSE MEN � M MOS NE - 1• . 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