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HomeMy WebLinkAbout1313 I' BENCH MARK : GENERAL NOTES BENCH MARK NO. 96-B 1. All work shall be done in accordance with these plans, the City of AT THE NWC OF HAVEN AVE. b Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar CONSTRUCTION NOTES & QUANTITY ESTIMATES 19TH ST. , . FT. W. HAVE with and shall be responsible for adherance to these Standards and & 63 FT. N. 19TH S T. , SET - - - - llRIVE FIN w/C. S . TAG IN TOP Specifications. 7,T THE E. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, �/w 01 CONST. 4" A.C. OVER 4" A.B. ----�-- -- ------ --- ---- -' ---�-- -'- 50� 622 5.f? --OR 3-24" CMP--ELEV. 1430 . 686 w water meters, valves, fire hydrants, etc. shown or not shown on these 88� C CONST. 8" CURB WITH 24" GUTTER PLR CITY STD. DWG. NO. 303.------- 11657 1_ plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected i 12' g2' S2 ' /�' U--? CONST. S1DEW/1LJC PFR C%!Y 57D. DWGS. lib .310 � J'1/.--------------- G,�9� -`•F n place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- /O self with the site and shall be solely responsible for any damage to VAeE5 YAZE5 existing facilities resulting directly or indirectly from his opera- VARIES 3_5 3-5 YAR/•E5 -5 3/ O5 INSTALL STREET LIGHTS, l6,ao� LUM !'V� Tn l5 COOj--01,,61TE0 w/TH tions, whether or not such facilities are shown on these plans. - !',y//y /A10 �/Z .6r p5VL"- � 12 �'� O6 4MOVE EXIST BARRICADE.----- 4. Ip0 C •/f 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering , Department prior to any encroachment or construction within City of '/ T� �fL / /may % �'►� 2:/ 7n 7O REMOVE EXIST. 2 X 4 REDWOOD HEADER AND JOIN EXIST. Rancho Cucamonga easement or right-of-way. rLl6H7 'r �� �Yi � S 2f2 ��( PAVEMENT. -- -- - - ----- ----- -- - - ----- ------ - - ---- ---- -- -- - - - ---- f30 L .f ADJUST EXIST. SEWER MANHOLE TO GRADE.-- 5. All grade stakes shall be set by the Contractor or Engineer. Paving -- T' - - -� OS - ------ --- -- - - -- --- - --- 2 stakes shall be set at all hinge points, edge of pavement points ��U �'�J 2ruEry o.�ciFic �p within 0.01 foot of sub-grade elevation and at not more than 50 foot srDEtVALX �JJ 3 O9 INSTALL STOP SIGN PER CITY STD. DWG. NO. 402 .----' --- --- ' - - --- / ��• intervals. Additional paving stakes may be required by City Engineer ` as needed at warped or vertical curve areas. ----- 1 to GO/�l ode/vEwr�r �I��I��// �'E/� �,j� sTp. awe. �vO. .��e 6. All sewer, water, electric, gas, phone or other utility laterals, T E R R A VIS T A PARKWAY WEST mains , or crossings shall be constructed prior to paving. �- "- - 7. Compaction tests of embankment construction, trench backfill, com- TYPICAL SECTION patting original ground and all sub-grades , shall be performed at no cost to the Cit of Rancho Cucamonga. A written report with these T. I. = 8;R $ co y g compaction tests shall be submitted to the City Engineer for approval �+ prior to the placement of base materials and/or surfacing. .7��T 7;U7L�G'FJYQ PF 'L'S7TT TJ4FL�5 g� 4! /7 67,Z7QW�; /UOS• ��9f`1a��3 PAAKiyA� A'E�t 8. At the completion of paving, a materials report shall be submitted to r1�1 the City Engineer. Lising all tests or determinations completed to �iNifG GGt"igT/O�t�' AND QUAN7-17/ES 0- a7hcer TRt�s To ZE F/ELO FFp W verify stability oil content and Gradation of asphalt Paving �orEp ,6Y /7Y /C�oi�E5E7�/T/�T/l�E,� S/Ze �r�vlvle /Y�9/1'l� G�O/11 41 /Y�9�lE At 9. �' �� tN GOG�1TOiY � .�aoa/o�,,/� 9. Prior to installation of any Caving . a materials report shall be / submittea to the City Engineer. }.fisting all tests or determinations X /,5 "00% completed to verify: + sieve analysts and sand equivalent of / E�5 �� w aggregate base. C 5/rte r� 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) KEY MAP • 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall o Joo icro is be filled with a fine grade material of a quality better than the natio- ' material. 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. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. A ,c p / �s 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 CONST/PUCT/ON A,10.z �' / ole ST��ET R ES shall be constructed at each intersection. I• ALL STREET TREES ARE TO Of! I�L/1cEa /N "CcoeoA 6 �/ITH C/7y ST/tN,0AR.0 Go/. 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. 2. LL &7z'"T 7�f's SHi1LL SE 5T�1Ktb /IIVD 1-LAA/7ED ACGO�,D/NG 7-0 C/Tr sri'?NOA�tD AI Upon request the required plan revisions shall be promptly submitted to 605A1 O/r- G05,15 AIS /"iCDX/M/)'')/ TO HAXL15CIi-c 01C7_A7_ - the City Engineer for approval. 3. A"C/GfyLL M/XTUKE O/ /11-L STCEET J7'ce_-S St/ALL /Se rEPc THE /CECOMAleA4D9T/ONS 16. Work site and exterior streets shall be in a neat, clean, hazard free, Of AAA /9016--oA/OM/C SO/LS To rH& C/Tr / orderly state, throughout construction. Site shall be cleaned upon request o f the inspector. �.�l/O ST,e EE'T TREF SHALL- ,E,e PGANjEO WHERE THE CE/V]'C)t Or THE jJ�/NK /S C�OSEj� TH^N TH/t?EE 1-�eT (39 J"O THE -ACE a/- CUXA, UA/t--ss A/oTE,o. In�51"LL 17 Native soil to bp scarified or ripped between median curbs prior /COOT qV /1MY TREE-s 'P'/VC -EFT (-S') of v,�AL�s, �✓.aL/cs, cu ss to fill placement . Ole- OTHF�R rC>Tt-NTIALLy /e0OT -4:)AMArcU HARA 'APE• 18 Contact uNvs�er.,eoc�n�o s ►��CES � �+•s ,pEou/.QEo, Tt✓o !✓OR,tiNG a ys 5. ALL 5T/zE'ffT 76'6-s A'eff sc/'RJECT To /NS/"ECT/ON AN'O AcCEr'TANce Sr rHE c./7EA1G/"er'#r- .oiP/OR 7a EXCA✓� �%ON. �-/O/vE �Y /-BOO- 4z2- 9/33 i�iQO✓/OEI� FoR YOU.P CQ/vyE-,/�'/ENCE /��PE Ti�E Fb[iOL.//NG: A. San Gabriel Valley Municipal Water District -OZG• 2 NoH 3P,0/^v� 'E� COMpi+Ny (7�4�- !mss-i�lry Mr. Bob Stallings (213) 969-2718 UPLANO, �• 9/7eg�o for Base Line Road construction B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (;,�i-f) 79a-�735� /1H/ /✓ D. Cucamonga County Water District (714) 987-2591 „ 9641 San Bernardino Road Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Q IrePA/MT7V,tWA/C=" /MGEMTERMME 9A54V n� ! NS OF 6T. Tl7PROc//�7E STRA/G EHT-THRU LANE TU /791Y. 3 /K Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 D E SC R I PT I O N o f REVISION GATE APPROVE 19 The final or surface layer of asphaltic concrete roadway pavement CITY shall not. be placed until all utilities and utility laterals V I I 1 o f RANCHO CUCAMONGA within the roadway have been installed , all on-site improvements including all grading have been completed, and all unacceptable0* QROfESS/pyq parkway and roadway improvements are removed and replaced to the QUO M\11 � ��n TERRA VISTA PARKWAY WEST satisfaction of the City Engineer . 6 ' 9°0= STREET IMPROVEMENT PLAN W }No. 14 1 r" 20 On the interior streets where sidewalk is adjacent to the curb °` Ew ��V�9a '� FROM TOWN CENTER DRIVE TO CHURCH STREET the installation of street lights street signs and fire hydrants A * # shall be located behind the sidewalk . OF cAL\F TITLE SHEET o� APPROVED BY DATE b�' PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR - // -- NOTICE CITY ENG.NEER j _- -_ - CE No 2'`2397 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL M ADOLEAND ASSOCIATES INC. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS DESIGN RE CO MM E E D REQUIRE- AND SHALL REPORT ALL DIS- �.J. ,6. CO SAN BEG CIVIL NO COUNTY JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS QUI THERE ARE C AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE NO EXISTING UTILITIES EXCEPT T)-}OSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING DP ENGINEERING R HE COMMENCEMENT DRAW N AND LAND PLANNING SN E ET D HOLD THE PRIOR TO T CO C HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AN O nt It 105 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OU S , , 545 N. Mou ainArs.,Su s PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. G-1-- z . UPLAND CALIFORNIA91786 I OF 3 ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS Z%NAU__)_ Oa�-2`14�1 NOT SHOWN CKECKED RCE No �¢ ORAWi G 0. OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PRgJ1aCT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. G.H. TE � ;'!_ I� FILE No /�"8/65 O• (� — . + - _ 'Z-- !L'l�•7/'.' f/ ENH MARK . . , � 1 1 i 1 ; 1 i i ry 4 4 1� }X 4' /° l 94 07! �- ,� � + �1�i0 �i 1 - } } 1 - - + - y 1 � BENCH NO. 96-B - rt - ! i i 2 00'; L-f?6.�o` j { 1• j O t i ; t I I �, wi � � r AT THE OF HAVEN AVE. i - - 44G w t Q G. , + l \ i t 1 + + + + :� 25�f 1i kij ? + t } T t 19TH ST. , 44 FT. W. .: HAVEN �' 2 2 / � 86 � �I` • � i i t � � � t , , � � & 83 FT N 19TH ST SET 1 i i VTIt i I I I I i 1�1 o•� i Ul'L7' f2 (rV DRIVE PIN w/C.S. TAG IN TOP T f -- - - - l 2 10. + } t i►. + } II + E} t t ; } } } t END OF A HEAD WALL 4 e ; N t } J '�� i 1\ �1T t ty�N – ° 1 AT THE E 1 1 , 1 i ! 1 1 1 I ; : Ir I{ i - 1 - 1 1 FOR 3 24 CMP--ELEV. 1430 . 686 F ♦ , 1 + + + ♦ + + ; + } t } r, ,vl to t Z � I 1 . I - - - / — • �, ! I II 1 I 1 t � I t i I • 1 1 1 ' t I 1 1 1 1 1 OF 1 , 1 i I , 1 - -t - } G N ' i � t i i w ; • t I t , IZO, i , 1 1 7 � 0 1 y 1 1 I ; 1 i i L o• + - 0 log MD 0 10 OV a�ev ON• t � \ : j t I f Al, ° a 6 I 1 ,I o /l' �q I \ > / / I 1 { fig/ v G ^ °� 2,OD • t t 1 a /� �o idip /'5' t . . t ! t 0 �1 + = G17 2 ,OC7' N Q► j i N t v. ' r r t + } - I 1 I t � + t T PROFILE ; i HOR. 1"- 40' 1 ; VERT. 1 -4 i t 12A5 O / 2 3 5 6 _ 7 8 9 Ax/5r iM•'aoy: Pia �c•/Z-q ,pW6. m 83 l r f r SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF TKE FINAL SIDEWALK 5 § I �G� It i 5 • s . G� m I '� EX/ LAYOiT , SHALL BE MADE IN THE FIELD AND AD.TTTSTED AS NECESSARY TO MEE_ S EC' n 0 •C'T FIELD CONDITIONS AS APPROVED BY THE PT.TBLIC WORKS IN._ P� T . R AND PR _ E r 5 U � �/P 33 ' �33'� ! �27,�0 PLANNER PRIOR TO FINAL CONgTP.TTCTION. P1 J\/J, J\J Di J 0'5",-./,,17 � � � ��� - ' ` t � y I I 1 il -11, O r I I110 -� . ./ �' lh* . r �.41 V' m 1 fi ,: mss• z 7 ----- _. d o s �\ '1 / - s. 5a• a � h M 2 `�,/ �C M 3 � OF 1 N/ m 2 � G' o♦ r- - 5 ^ 19 f2 �R , prom 8"c,�Ar e c�� N qD �s\��� A ✓iL,./P '' � '1,� 2 �l \ �' � � - - Fye•,� -- -- — — �L'� - -• ' �• � ��\� 1� 2� __------� - — - - - - - -- --- --- -.- _ _ - -_- -�, - - — T \ �i��dryer�� � f !� �m _ /A 7r- I ���•a,� IN.- C, C, h1 3 vti y It I ,/ m ^ ► s It tv / � z - � � sor, J � . I �X/5 , y T� T 0p�ro✓, I � �v /2gz•zgrc N �:� g°'fir -- �``�2 TERRA VISTA PARKWAY WEST CONST. NOTES : CONST. 4" A.C. OVER 4" A.B. M DESCRIPTION of REVISION ylo �p�� O2 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303 , pATE APPROVE T - - __ COAIS 5/LEWALK PLR C/7Y 57D D1G5. na -9/0 3/1. CITY of RANCHO C U C A M 0 N G A �-- /S° 32'SG" 832.00' too. 7w?/ //f. G`j ' - P � C)% \=� � , y o-- 3/° 2T'42" 800.00 ' q�9, z9' 225.33' - - TERRA VISTA PARKWAY WEST " L/1t� R \ ��° C�— 3/° 2�' �2" 768.00" �2/, 22' 2/6. O5 INSTALL STREET LIGHTS , 1600 LUMEN. (F-M. 00807) 014fo" tof1 � / �� a— 22'37' !2" go.00` 1,6. 71' 8.00' O6 REMOVE EXIST BARRICADE. STREET IMPROVEMENT PLAN �� N%'zo'22^� /o, 00 ' a-- O7 REMOVE EXIST. 2" X 4" REDWOOD HEADER AND JOIN EXIST. FROM TOWN CENTER DRIVE TO CHURCH STREET N' PAVEMENT. ADJUST EXIST. SEWER MANHOLE TO GRADE. APPROVED BY pATE 7 d7.5/' 5'" 8.0D / /P. 27' 7. 71 ` - �" q 0 / ofl[ss 9 INSTALL STOP SIGN PER CITY STD. DWG. NO. 402. GTY ENGINEER —� RCE No 22397 N H 8s Z5 /P" 8.00 i/. 9�' 7•�' OQR '- 0N41 O DESIGN MADDtf AND ASSOCIATES, INC. **tt �, �00,� RE COMM NDE D Iv � Q r e^ f OF SAN BERNARDINO COUNTY �. 3 O/ 8S2 00 /80-55 '70.a 4 N0. 14 1 r" �� 10 CO/V.ST. D/'CiV�W�1�' i1/�PjroilCH PEJe C/r�' sTp. OW6. it/o.J=o6. � CONSULTING CIVIL ENGINEERING �� 14�$ i� i i ec 3 / URAW N AND LAND PLANNING SHEET O 7 5 M /5 8.o i••32 7 G E / 54 N. Mounteln Ave. Suite toy 41 �• UPLAND LAND CALIFORNIA 91788 OF PNON9 14) "140 -2949 / •�� I V 1'\"14���� 5EF �5E- AV / Fm STAT 77�E L.EG.FND. NECKED R C E No 1'¢B/¢ DR A I N G NO. Of CAVE _ G•N• ATE � � FILE No ��-��5 �,3�3 .1-• 4 . f'' _".�.f1 V.- " .=AR',`:wAT — VC'f . ,_.. . b.3.`_ J.� -. eC ,_ .mac-- - - -- cam- _ `�`�— t