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HomeMy WebLinkAbout1309 s BENCH MARK : GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of BENCH MARK NO. 96-B Rancho Cucamonga Standards and the Standard Specifications for Public AT THE NWC OF HAVEN AVE. & Works Construction - current edition. Contractor shall be familiar 19TH ST. ,N. FT. W. HAVEN with and shall be responsible for adherance to these Standards and - & 83 FT. N. 19TH S T. , SET Specifications. DRIVE PIN w/C. S . TAG IN TOP CONSTRUCTION NOTESA QUANTITY ESTIMATES r,T TH.FE. END OF A HEAD WALL 2. All pipelines or substructures of any kind, telephone or power poles, FOR 3-24" CMP--ELEV. 1430 . 686 water meters, valves, fire hydrants, etc. shown or not shown on these STREET CONSTRUCTION NOTES: plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected /a-CONST. 3" A.C. OVER 4" A.B. -- -- ---------- --------- -- - - --- - - - -- - -- 25� 507. q•f` + 15 5• F. A\ in place as required at no cost to the City of Rancho Cucamonga. 2a--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 308 . -- --- - - - -- -- /s 175 L.,F 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to �v CONST. SIDEWALK PER CITY STD. DWG. N�. 103 (W= 4')- --- -- ---- --------- 2, 200 5.f + 2930 5, F 2Q. existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. CONST. COMMERCIAL DRIVE APPROACH PER CITY STD , DWG. NO. 306 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering GDNSY f n bIGLP 'EQ nCCgSS RAMP pFR CITY sem•DWG. NOS. 102 103_ 2 �L Department prior to any encroachment or construction within City of L _ 6 INSTALL STREET LIGHTS G!/�E•-l/ ��'y�}��O TiYEPi(/ fO,��l/d !�• Rancho Cucamonga easement or right_of way. �visa�P,4iv.e�vv �ooeo�ysv vErE�oP�,2_ • n O C•, t S SEWER MANHOLE LE T _ (-,RADE . - - - - - ------- --------- ----- --------- 2 5. All grade stakes shall be set by the Contractor or Engineer. Paving a-ADJUST SE fit!• N stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 footREMOVE EXIST. BARRICADE AND REDWOOD HEADER-AND_JOIN_EXISTING intervals. Additional paving stakes may be required by City Engineer ineer A.C. PAVEMENT. --------- 49 L.� as needed at warped or vertical curve areas. �t a-CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMPORARY PAVEMENT "" 6. All sewer, water, electric, gas, phone or other utility laterals, PER CITY STD. DWG. NO. I- F. 'mains or crossings shall be constructed Prior to Paving bCONST. LOCAL DEPRESSION CASE C PER CITY STD. DWG. N0. 518 .---- - /TJl� 2•�73� , E E L1!/ 7. Compaction tests of embankment construction trench backfill, com- pacting original ground and all sub-grades. shall be performed at no 0-CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (W & V PER PLAN) r-- cost to the City of Rancho Cucamonga. A written report with these12 3 CQNST. �1•IRE4Gt,1TrER w/V�1RtAdLE C.F. ��o"TO 8"G•F)PFJZ CI STCJ.rJWG.NO. 104-__ compaction tests shall be submitted to the City Engineer for approval } MOV 15T. ,0- PA\ MMENT CUFZ �GUTIER r4AW-GUT A. C. �w-Cur RE E EX ,� V C prior to the placement of base materials and/or surfacing. (3 5 � �� � _ ,qpp rJ•� E ENT 1 IST. UTTER _ _ _ __ _ - - _ - - - - - - -- - -- - - - - pnl! M FROM Ex G ) 2 8. At the completion of paving, a materials report shall be submitted to © 4 CON-5T .3" A.C. OVER 4" GLA55 Z A-15- ___ _ _ _ _ _ _ _ _ - _ __ _ 1090 S.r. the City Engineer. Lising all tests or determinations completed to _ _ - -_-_ verify stability oil content and Gradation of asphalt Paving 5 (iVSTALL R- i STOP 51GN y`(/LIMIT LINE STOP L�Gr✓ND_ _ _ _ 1 E`A. gINSTALL STREET NAME 51GN PER GIN 5TD. DWG.NO. 401-4 401-x______ __ _ 1 ,EL1 9. Prior to installation of any [paving . a materials report shall be IF- submittea to the City Engineer. Listing all tests or determinations STORM DRAIN CONSTRUCTION NOTES : completed to verify: - sieve analysis and sand equivalent of KEY M A P aggregate base. 2/ INSTALL 78" R.C.P .---- 80i0-D----- ------ ---- ---- --------- ------ ---- ---- �7 BOA•f I 10. Paving shall be performed in accordance with R-Value and Pavement tests @--INSTALL 66" R.C.P .--- 850-D ----------------------- --------- ------- ---- 409.7/ L.f taken to determine structural sections (prior to final plan approval) �or�• INSTALL 30" R.C.P. -- - 1000-D - ----- ----- ---- ----------------- --- ------- -- Ifs.81, 6, ,E 5tfr 2 f=b/e sJ���r IMP�o+� f',C,hr1 11. When improvements are to be placed on native soil which consists of a 2g INSTALL 24" R.C.P . --- 1250-D- - --- ----- -------- ------ -'-'---- - -- ------- 3e.87 L.f 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-CONSTRUCT JUNCTION STRUCTTTRE "A" PER CITY STD. DWG. NO. with a fine rade material of a quality better than the natio- material. 26 CONSTRUCT JUNCTION STRUCTURE B PER CITY STD. DWG. N0. 509. ----- / �• �� ,B�v�i�q,� � �'0�+1 fes/ 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant (�-CONSTRUCT TEMPORARY BRICK 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. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer from 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 approval. 16. Work site and exterior streets shall be in a neat, clean, hazard free, CONSTRUCTION NOTES FOR STREET TREES orderly state, throughout construction. Site shall be cleaned upon 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601 . request of the inspector. 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A . 17 Native soil to he scarified or ripped between median curbs prior 3. SOIL FERTILIZING AND CONDITIONING .:HALL BE IN ACCORDANCE WITH SECTION to fill placement . 212-1 . 2 OF THE STANDARD SPECIFICATIONS FOR P[TBLIC WORKS CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO OF 1 PART 18 Contact underground services alert as required , two working days ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE X154 92 �'LY QROFESS/0�y prior to excavation . Phone # 1-800-422-4133 . Provided for your THOROUGHLY MIXED PRIOR TO BACKFILLING . �QRE�y � lr/w l�W c�C` �NObigS �Y convenience are the following. 4 . FERTILIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF I ��i�'O� 2 AN AGRONOMIC SOILS REPORT FIIRNISHED TO THE CITY INSPECTOR . A. San Gabriel Valley Municipal Water District 5. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THF. TRITNK IS CLOSE . ) ��MER ,gpDL. l 66' ;=; a No.62183 y Z Mr. Bob Stallings (213) 969-2.718 THAN THREE FEET ( .3 ' ) TO THE FACE OF CURB , UNLESS OTHERWISE NOTED . NOT yVA�L GL�D�GA oN ` Exp. �j0•oj � . for Base Line road construction STREET TREES TO BE CENTERED BETWEEN BACK OF CTIPB AND EDGE OF SIDEWALK. VA1,65 33 ' 33' \. -` 6 . ALL STREET TREES ARE StJB•7ECT TO INSPECTION AND ACCEPTANCE BY THE CITY Q i ` -, IL B. General Telephone (800) 422-4132 ENGINEER . O h. 22' //' GtCC/,1�'1;C for underground service 10A /2�. M/ �' . q,' 3.5' ®IBY M/I W)t JE ASSOC, REV/Sf:D �S'/{��T 4 PfR /6204. C. Southern California Gas Company (714) 798-7739 /0 /0 0.5 4 3 ?12./�ll- ¢ f.f4-drt� 1981 W. Lugonia Avenue 29' L�Vl;L J4­1- Redlands , 4G 1- Y%5�v v' ✓/ > /vF: 7yP/GLl L SEG?,'n/�' _ ,E ,� �E/V� O `3'' o, g, bllve r. 0 To stow Aov l- - pin/c4 T1 0A1 011,03102 Red 1 and s , Ca 92373 5T/Z,E T Tl'�� � , G N LIDDED REV/S/ONS �R 7R /54 3 2 A-5 3HOWAI OA/ D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road e0 TH/S SHED r ¢ oM �eErs 2 ¢4 Rancho Cucamonga, Ca 91730 ` -� - l{3 �;� Rel'/5ED gT�oi4V 119t-_1-A I P�'v Srs�J90`7; Fie AGo/TjOry of J�� ><•OGftT/O/y fOTr`tiN/C Nf1M COMMON N�'tM U�tN /T/ S N W 3 / / (��lA VAUlW,,'orV�'M/GG/t'�n/ MoC/r�TA/N !//�ft�G!P/f/�, lD•l5.9g I o �o E. Metropolitan Water District (714) 593-7474 D ESC R IPTI 0 N o f REVISION P.O. Box 54153 CUPAIVIO�s/S rtA1AC_ 9D1010 eS C7tjf�T w000 Q/ eft• 0 AT E APPROVE Los Angeles , Ca 90054 -.� 5�'r• MOUNTAIN VIEW DRIVE CITY o f RANCHO CUCAMONGA F. Pacific Telephone Company (714) 999-5639 - TYPICAL SECTION •T���� �0. 13273 G. Southern California Edison Company (714) 983-1746 WESS/p,E -T- z. _ �.o R-moo Q ��`11°/r STREET & STORM DRAIN 422 North Second Avenue �� ! Upland, Ca 91786 ''v5 'yq4 rZ r IMPROVEMENT PLANS 19 The final or surface layer of asphaltic concrete roadway pavement °C Exp.3-���d'�, �' shall not be placed until all utilities & utility laterals within * T # the roadway have been installed, all on-site improvements including s! C/V1 . TITLE SHEET all grading have been completed, and all unacceptable parkway and f OFGA11E�Q`, roadway improvements are removed and replaced to the satisfaction of APPROVED BY the city engineer . PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR t ATE G _1 � 0J NOTICE GTY ENG,NEER RCE No 22 07 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL DESIGN M ADOLEANO ASSOCIATES INC installation of street. lights , street signs and fire hydrants shall 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 . RE CO M M E N DE D be located behind the sidewalk . AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TIIIS REQUIRE- AND SHALL REPORT ALL DIS- OF SAN BERNARDINO COUNTY NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING CIVIL ENGINEERING CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAWN AND LAND PLANNING SHEET PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. E•!�,J. 545N. Mountain UPLAND RN1A91t05 Ave.,vSuits iJ F NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PHON9(714) g4,- -0-14 1 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CHECKED O RCE No �¢e/� FMA�Nr, N0, OF THE OWNER OR THE ENGINEER. G' DATE & e_ FILE No q 1 ; , 1 - - - - - - BENCH MARK - 1 1 -- - - -� - - - - - - - - - - - - - - - -- - - - - - - - NO. 96-B � � � I t BENCH MARK N _ � I. I AT THE NWC OF HAVEN AVE. & VEN ` � Q - - - - - t - -- - T- IU 6983 FT N44Le 19TH ST. ,ASET - - - - : - - - I - -, II{ + t©{�. } t DRIVE PIN w/C.S. TAG IN TOP 1 , ' AT THE E. END OF A HEAD WALL t ; " ' � _ _ _ _ _ � tGi� U � _ 1 __ � FOR 3-24 CMP--ELEV. 1430 . 686 1 L rt 44 I , t IIII% 10. 7- 3 - - ' j D• 3 1 j - , t ! - I t �? E • 1 ; I I 1 1 I I 1 I 1 1 ♦ ♦ . ♦ ♦ • ♦ ♦ . ♦ ♦ ♦ ♦ ♦ J � � 1 + - ♦ ♦ 1 i♦ .__ -_ __-� _{ _+ - _ _ � _ ._ + -y _ 1 _ -�-_ t _— _ _ _. : f 1 _ • J ' + _ ___-� MMS. - - - � � T {I __ _ _ _ t _ _ ___ _ I __ _ _ _ 1 } 1 f ♦ } ♦ t ♦ t ' ♦ __ { ♦- + ♦ �♦ f ♦ - - - + + - _ / —"` f. , /��,71j - _ ___ - _- _ t '4 -.- __ ♦ , ♦ ; -- I { '1 i ♦ ' - -_ - . 1 _.� .� .. �__ - _- 1 ��( 1 1 • • 1 , , . 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OVER 4" A.B. �� PG x 13 2 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 308 . ,l CONST. SIDEWALK PER CITY STD. DWG. NO. ip.3 W 3. 0 0 COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 306 (W-35 ' ) CONST. s \ 5HANDICAPPED ESS P 9 �2 f . 2 AC,G RAM PSR CITY To, pw G. NO 3. 10 2 10 3 N , 1 Ga--INSTALL STREET LIGHTS (5800 LUM. ) �ti a 12769�, ��' w 7a—ADJUST SEWER MANHOLE TO GRADE. 9 4 O I CALF > O �� i U ° !� // /� a C 8a•-REMOVE EXIST. BARRICADE AND REDWOOD HEADER AND JOIN EXISTING A.C. PAVEMENT. D •/ �v2 ' � � CONST. BARRICADE PER CITY STD. DWG. NO.' 404 AND TEMPORARY PAVEMENT r '1 9 PER CITY STD. DWG. NO. 405. / / 3� h } /10 �/ / � ry o'�� @6 CONST. LOCAL DEPRESSION CASE "C" PER CITY STD. DWG. NO. 518 . �3 � II 3 O /! CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (W & V PER PLAN) . r ,I v J6 - / V' z z 12 GON`3T CLIRt3> ' GUTTER W VARIQP3LE C.F. CG"TO 8" .F. J r� 12611 I o ��� �� �,IN O // x -, / C )PF.� CITY-5M.awo. MO. 04 o�M A 1 // ' 13 5Aw-CUT 0 KEMOVE F_XrST. A.C. r�AV€MENT $ Gu�Z6 I G1177E , ( .�W- CUT 1 �8 59 o Q r ��� �a �,.' /�j �,z � �, �R { A.G, PL\VEMnNT 1' rROM >_X IST. GUTTER G� n �' "! SNEEr 2 q1 $� / � �' '` j� ry �� ,� © t4 CON5T. 3 "A.C. OVER 4 " CLASS 2 A-5, lyh �. � �. � � � � SEE 3 � j � •� �,, �S .�S 1N5rAL•L R- 1 STOP SIGN w L r G Na � fM T �,INe � sTOP LE � 1q, IN5TAL.L 13TRmrN4Mr_ VeN PER CITY STA. 0WIS. NO. 401-A � 4♦o1 o � � � � •�� 5 `- �' � � � �_ sem` ,4� . „ c. 3 � -W8�•1eT "s w�P- •� 'G �1�e� (127 14 I ��(yr a/v8y°46 36 ,•E t2• An�� 1 10 N 5 FO N - - - - -- r�� c / k - -� 4gfj•I �Fl -+' 1�-• 5 \ TR. �• � 92 5 <. ti 2 --s�,E Sf,�T ivo. r PI ;y� , ' D ESC R IPTI O N o f REVISION AT APPROVE 78 DATE Na. 1 8 * m I Exp31l3 13 � � , 1� I $ +' # CITY of RANCHO CUCAMONGA or cA��E° TRACT NO. 13273 C UR V,E DA T A : � , �� Int'• �� l�3 � � � � rr�� � � �l� � � � T STREET IMPROVEMENT PLAN II N 90 . 00 00 ' s-. o0 5 98 3-5. 00 ' MOUNTAIN VIEW DRIVE �y A G•by I l `� � `� � 0 � 399. J7' 205.99' 330 �s ooh �8. oo , 7 , STA. 29+C4 . 45 T O STA. 36 + 02 , 11 , 13 c -38 42 25 700• oo 4,2 •917 24 9 38 ° �2 ' 25" 79V- 00 ' X87. 76' ?5,R,GO ' APPROVED BY ATE o A� ' 7' I /3' E 06° O/ ' 05" f72. oo ' -f-9.58/ 2�b'i' CITY ENGINEER - — �' RCE.No 2239 S7 ' MOUNTAIN . VIEW - DRIVE] °� ° - " ' II I �j 06 O/ 05 45G 00 � �7, c� 23.6.5 DESIGN: MADOLE AND ASSOCIATES, INC. RECOMMENDED I Q--- 060 0/ ' 05'' ¢28. 00� 44 45" 22-50 _ � �. Of SAN BERNARDINO COUNTY �b CONSULTING CIVIL ENGINEERING MILLIKEN AVE. - V _ _ 90• ap ' " 8. 00' l2 •57' 8.001 DRAW N• AND LAND PLANNING • SNEE T • 545 N. Mountain Ave.,Suite lO5 o-- �o g2 8. 00 /2,GG 8• /O �,M. T. J/�' UPLAND CALIFORNIA 91786 Z ,DWG. ND. o--- 85. /8 18 8. 00 //. �/ ' 7.37 • PNON�(714) 9116 -2949 0F_"_ a— 6�` ' .5" 8•oO ' /2.2 ' 7 73 NECKED: RCE No I♦¢ OR I�INJ 0 NO. L _04074; 25" 35. 00" 57 98' r I3' Gt H. M o 00 .00 TE - A FILE No.��-e��s