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HomeMy WebLinkAbout1318 BENCH MARK -.GENERAL NOTES CONSTRUCTION NOTES - _ QUANTITIES BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & /. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OFQ /t�-- CONST. 4" A .C . OVER 4" AGGREGATE BASE. 35 , 083 S . F. ¢6��<'f' 19Th ST. , 44 FT. W. e HAVEN RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR / & 83 FT. N. ¢` 19TH ST. , SET PUBLIC WORKS CONSTRUCTION L CURRENT EDITION . CONTRACTOR SHALL BE CONST. 8" MEDIAN CURB PER CITY STD. DWG. NO. 301 . 41 L. F. 2 L. F . G•F DRIVE PIN w/C. S . TAG IN TOP FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE HEAD WALL L AT THE E. END OF LL STANDARDS AND SPECIFICATIONS . �- CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON THIS SHEET. 1 , 185 L. F. FOR 3-24" CMP-OF A 1430 . 686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 & 402. 2 EA . POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT SHOWN _ - __ ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS (D- 76 CONST. DRIVE APPROACH PER CITY STD. PWG. NO. 306 W/HANDICAP RAMP AT R/W. 'C WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED , RELOCATED OR 2 S . F. PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO a-- CONST. BARRICADE PER CITY STD . DWG. NO. 404 AND TEMP . PAVEMENT PER CITY i / N CUCAMONGA. STD., DWG. N0. 405 . 18$ L. F. /4 "5 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE O-- INSTALL 2" X 4" REDWOOD HEADER. 188 LF HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS B�_ REMOVE EXISTING BARRICADE. 120 L. F. OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . A PERMIT SHALL BE OBTAINED FROM THE CITY ORANCHO �J CONST. HANDICAP RAMP PER CITY STD. NO. 310 . 4 EA. I Y F CUCAMONGA ¢ ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION /O REMOVE EXISTING REDWOOD HEADER AND JOIN EXIST. PAVEMENT. 120 L. F . WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _ CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 . \ ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 275 S . F. z � STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POINTS /? /N3TALL ✓T,eEET L i�.yTS, 9500 L%/ME/✓ �TO BE��/� Foe�7'TIEI;�LC���,2 � Ei4 WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT ,4257 !41,5' INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . /4 -/N5TAG Z_ L 1.x,17-✓V, 27, 500 LL/,o�E/v K'TG E3E 46A• d s i c� i lo. ALL SEWER, WATER, ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS , Aivo /NST9L[ Eo Bf' �L'E) �� `FyRv, , R MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. /5 =4/cT /,e-- .-G'/7X.570. /(p ,QE/!O}/E EX/.ST.4 C. AC_4-7 —_ _--- - - 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, - - -- - - - -- -- - -- -- - Z-2 Q COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES , SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH ��—�QE/►701�E EX/r5T. CU,QB O�t/Gy, -- --- - --- - - _- - -- - - _ _ ---- -- - -- 2�7 Z. Ai / pp T.IESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APP-.OVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. �E� TeacT�v�./2673 2Z" 8, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 9¢, TO THE CITY ENGINEER . LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . 9 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE //' �!� /�' J /lo " //' -5/ 4' INDEX MAP BASE. - - -- -- I I M/a/. -- SCALE: 1�= 400' PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT e �-LEYEL `�ir/E i TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLANOG7' O&7' 0.90' APPROVAL) . _ ?� �� =1, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL �J ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR PJR'OOOSEl7 CUPB PEQ T,Q/t/o. 3 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY /2G73� OWG. /t/o. /01:7 ITER THAN THE NATIVE MATERIAL. /Z IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS TYPICAL SECTION CHURCH STREET T•C rcc-v SLOPES ERILANT 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 N. T. S. y4 / FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7b - -- P or PYMT ?/g L fP �. 7- 7e7 ESTIMATE OF QUANTITIES ISI PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN --- b. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. I. 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"rFS /. *jlAAeF.vEO BANE JO/n/r5 SHALL FE CbV,-Ml1CTEO /� STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND "07- -s�Ali io ,,T5 5//AZ e BE cY V67_R&CTEON .RCO�i9_- C'E 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. IV1TH 7NA1_4 Ce1RE LATr57 F0 77nN cY 7UE 570/ SCS. FOR iY/^l.IC ,�.t7,f'Ks C2'in/ST' UA/[F55 Crr0reWr5F gl/o.C'A7E0. ��iJSTR.itc'TTnN 1rnTF5 FC�p S'TPRFT TRFFS APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 . AT,I, STPFFT TRFF; %-,PF Tn B Pr,Ac Fn rti Ac'CnR►iATTCF WiTH CTTy STAPIiIARD f;() I , TYPICAL SECTION RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 2 . AIT, STRFFT TRFFS SHAT,T, RF STAKED AND PLANTED AC'CORDTNG TO CTTY STANDARD 3 8" CURB FACE & 48" GUTTER DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL rOcA .BE NT _ SOT), FFPTTT,T7TrI6 nN AT-IT) C' nTTTniITiR-. SHS AT,), RF T14 ACcnPDAirCF WTT14 ECTTnIT PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3 . 212-1 . 2 C)F THE STA1•IPARP SPEC'TFTC'ATTnNS FOR PTJR1,7c WORKS COrJS t J1 ON. / WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD TYPE T nRCArrTC ,)T I.1TR i, AFr�1nTIE1J'I'S SF.J1Ar,1, RTTSFD WI TN THF RATTn OF 1 PART FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED OPGANTC Ai1FIjnlTFT,TTS To I PAPTS TJATTVF: SOTr, . AL,i. A.MFNDMENTS ARE TO RF UPON REQUEST OF THE INSPECTOR. THCPOITGHI.Y 14TXFTI PPTR TO RACKFTT,T,TNC . 4 . FFRTTT,T^ATTCIIJ OF AT_,T_• .^,TPFFT TREES SHAT,I, RF PER THE RFr.nMmFlJDAT TONS nF /7 NATIVE SOIL TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO AN ACRnNO?4TC SnTT,S PRPnPT FTTPNTSNFn TO THE CTTV T1•iSPFCTR . FILL PLACEMENT. 5 . NO STRFFT TRFF SHAW. RF PT.ANTFn WHERE THE CFTJ'j'FP, OF TNF TR111JK TS ('LOSER THAN THPFF FFFT ( 1 - ) TO TITF FACE nF CTTRR , TINT,FF.S 0TNFPWTSF NOTFD . NOTE: /8 CONTACT ALL UTILITY COMPANIES AS REQUIRED, I,AY_­�7 TO STREET TRFFS TO RF CFT.ITFRFD RFTWFFN RACK OF CTIRR AND F,nCB OF SThEWA1,K . EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 6 FT TRFFS ARF STIR,TFCT To TNSPFCTTnH AND AC'CEPTANC'E BY THE CTTY EiJGTNEER A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS (213) 969-2718 FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE CSWM25��" CGw.Sr'/4/072-=' C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 NOTE- Fbie `� E7- T. ES' Ci'D�YE> 2191 E . BIRCH STREET (714) 529-7070 1-11\64L 4GL'..4770/145 A".O QUA"77177ES Or ST/TrET TP[ffE5 TO Se jwleLA APPR0VEp ,6y - B R E A, CA 92621 .5/Za D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 /r/6'iYOL/101 rl �iS/U/�i'OrP/� /!55;5 /OL./,¢ .37 9641 SAN BERNARDINO ROAD �J!'�/1,�EG ✓!'�jfjlJ��jP� ,�EMOyEO E,t%5'T. MEp RANCHO CUCAMONGA , CA 91730 y�.s�� E. METROPOLITAN WATER DISTRICT (714) 593-7474 D E SC R IPT I O N O f REVISION P .O. BOX 54153 OATE APPROVE LOS ANGELES , CA 90054 �^�-�//+�� ^^L�►� 'L CITY of RANCHO CUCAMONGAF. PACIFIC TELEPHONE COMPANY (714) 999-5639 /9 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT oQOFESS//,4 CHURCHS EET SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN Qw,*='4 ,,4� ` -� L STREET IMPROVEMENT PLANS THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED , AND ALL UNACCEPTABLE PARKWAY AND w�Q No )4 1 rs 's FROM TERRA VISTA PARKWAY WEST ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF xi Exp .(�� f 2 TO ELM AVENUE WEST THE CITY ENGINEER ��. TITLE SHEET SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR PRIVATE ENGINEER' S NOTICE TO CONTRACTOR OF �AI� ► APPROVED BY D � ► c DATE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR G T Y E N G N E E R _ — RCE No 2222.07 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARF OBTAINED BY A SEARCH OF � �° NOTICE JECT/ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY' THAT THIS REQUIRE- AVAILABLE RECORDS. TO THE BEST OF OUR KPOWLEDGE THERE ARE DESIGN M ADOLEA CO OCIATES, INC. RE M M N E D CONTRACTOR SHALL VERIFY ALL MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE � � OF SAN BERNARDINO COUNTY _ HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CONSULTING CIVIL ENGINEERING CONDITIONS AND DIMENSIONS OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SctE DRAWN AND LAND PLANNING SI�EEZ AND SHALL REPORT AL1 DIS- OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION -^li 1 � 545N. Mountain Ave.,Suits i05 1�T oo UPLAND CALIFORNIA 91786 REPANCIES TO THE ENGINEER OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . KEY MAP PHONE�(714 �14ro-2"14q —�- OF OF FOR GINEILITY ARISING FROM THE SOLE NEGLIGENCE CKECKED _ �' 't-e RCE. No �¢ DRA PRIOR TO THE COMMENCEMENT OF THE OWNER OR THE ENGINEER. � G RO. of WORK. tvo scnLF G.H DA E `/z7�� FiLE No%�L8' _ C2-) l _ 10 �. : : : : : l : : '` BENCH MARK : : : t ' =/Z.f � ifs 1 5�' �I!ci 1 BENCH MARK NO. 96-B .. 4:7PY/=y�250, �� AT THE NWC OF HAVEN AVE. & _ t i 19TH ST. , 44 % 2.:7 ' YG L /O 75 L- 5$ FT W. eHAVEN : : I & 83 FT N. e 19TH ST. , SET i �'1/i' - ;/25�-30 4. O•�'. f fDRIVE PIN W/C.S. TAG IN TOP e/4 4/4 ./4 /4 ! i j V 1111 l AT THE E. END OF A HEAD WALL . . . . . . . . . . w ►1 \ �4` 4 `C -4 - - - - -- -- -- - }- - -- _ - - -- - - - - - - - - - - - - - - - - • - - - - - - - - - - - - -- - _. -- - N Aoo . t Q ` " � NDN �� � � o h o � . �h � N /2�9 V 114 57 . � � ry . . . . . . . . . . . / . . . . . vrU, �' TOP o TSN. �. 3' /Z 45 'Vk N W, + - 2 4, N �Z¢9 �4 \� i �. N NN � X257 . N N N�~v�, c�,e�s N op /247 Tom ,oma �xrsJ /vwiv v��,�� — o N . . . . . . . o L= 9l Z5' 41 o. TOP 41�E�'/.5'T, _ �, . . . . . Pyi- /2 /�JFI��,4't/ /2S/ © . . . . . . . . . . . . /�4/ ` \� p /249 � � � � � �� h � o' a p � � � o � o Q : - D � �( D D /X47 p roP op;Z X111 Lyc�,e.8 . o `� / l,�oG�o o i so•• ) /50•• Tom oma' ,SLY ,3o�i /2�P h o . PROFILE T1,PO�SGy' 0 d I /Z4� f I L=229 4�' HO R. I"= 40' G!./.�d AA -i O c VERT. I"=4� 1241 %D ES %/ Z _ .. . . . . . . . �yvy w i r /¢ is /6 .7 SIDEWALK LAYOUT IS CONCEPTTTAL ONLY. OV / APPR _ AL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTnR AND PPO,TFCT PLANNER PRIOR TO FINAL CONSTRTTn n TZ . N. 3 IN EXlf7-I 16 5/,OEt� 14I-(Z � Eji'/STI�I/� 5/bEW�Le -� _ �-- -� 2r a. /M�P�YEMf�vTs ,e x `^I / \ N`�' `n r © z EST 2 of✓�. _ � - . , / OZ'2c 1.22�gb� �j / 3�U -� � -- Zh - _ - - '�' tf' - i P '((✓ -- W 3 --- -- /+-_'__ �? - -- --- _ ---1 ,2� t �Z - - i w r o — �� � I 5 / /v /t-- �' ,'1`1 y,� `� f RO/�05E1J CII,P� PE.�Ti? .t/O. '►. b N Y. PQOP05E0 CU�PB PER T,? Al IZG 73 aK/C,. kla. /vo9 h h 12673, Ow . wo. 009 \ 1CHURCH o TREET s CONSTRUCTION NOTES0/00 LES- T�,e�v,�o.,� sLr90 CONST. 4" A.C. OVER 4" AGGREGATE BASE. �� � �` , DESCPIPTI0N cf REVISION 3 \ OATS APPROVE 1 py��IVY I1' O-- CONST. 8" CURB WITH 48" GLITTER PER DETAIL ON SHEET NO. 1 . INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 k 402 . CITY o f RANCHO CUCAMONGA CURVE DATA ��A �— �� O CONST. DRIVE APPROACH PER CITY STD . DWG. NO. 306 W/HANDICAP RAMP AT R/W. © 2� COic�✓T. B"'/�9E1�/.4�c/ �'!/,QB "Frw '-w-'x 1� tib 3O/. CHURCH STREET R L T IMPROVEMENT PLANS CONST. BARRICADE PER CITY STI. DWG. NO. 404 AND TEMP . PAVEMENT PER CITY �/6 ,e�/JOY� EX/ST �4.G'. ��4YEMEit�T. STD. DWG . NO. 405 . ©/� ,QEM4/iE EXIST B,.C�.eB o�vGy, INSTALL 2" X 4" REDWOOD HEADER. STA. 10+65.99 TO STA. 19+00:00 �C� g5"�SS' 3✓�-GYM' .5/97' 32/2' _. . �— REMOVE EXISTING_: BARRICADE. APPROVED 8Y DATE CONST. HANDICAP RAMP PER CITY STD. No. 310 . GTY ENG;NEER RCE N 22 97 OE 95 00 09 35.40 S8 o3 3820 �5F-E 5//Tir/O/fO.e ST,P�ET T,e�� I�GE.c/o- OF REMOVE EXISTING REDWOOD HEADER AND JOIN EXIST. PAVEMENT. _ gRQfEss/ � 4� DESIGN MADOLE 4 GATES, INC. RECOMME DEO .3 / 3.a ' IZ //V.5TAL L s�eEET �i��7 9, soo L UME.� � �� Q�s. .5. 2`3. OF SAN BERNARDINO COUNTY / O I .� S 3 o-- �ToBEP�io �2 B�o�vE�oP�e s' S CEJ �'f� CONSULTING CIVIL ENGINEERING No 14 ` AND LAND PLANNING OB'JZ3'Z7 BOO // 22' I 6, 7G ' 1Q /A':077i4Z- --5 7- Lic//T, Z7, S0a LLiN1E1VI/ BEPAioFo,2 Bs-- V,--Z- ,2 e`t fzp 3/,�/ '� BRAWN 5a5 N. MountNnAve.,Sulte io5 SNEER - fJwo /NSTA��Eo BY �-Cc ) '. UP ANCALIFORNIAe y / L D CALIFORN 91786 2 OF 5 O 79 3G' QD B•DO' //./Z' G•G7 T.S/�f�t%GG,� ��e G'/TY .S7b. Olti�. it/O'S .3/O�3//. f ,, * ' PH0N (71,4qq� 2949 � ?a5oo' ' 22 ' l'l m' '�^/' NECKED RCE No �'¢ OR NO. Ell r - pR ��INg � DA E . -z7-8 FILE No - - •_ _-.,..«...--,... • -.-♦___ _-..♦... 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