Loading...
HomeMy WebLinkAbout1849 GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE eA CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS ZL- UreOOMI> FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS V ofo 'gym ANNUAL SUPPLEMENTS OF AMENDMENTS . CONTRACTOR SHALL BE FAM ¢$ A FAMILIAR AR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STAND _-� o N DS AND to � SPECIFICATIONS. pOU 40 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER Ww pp SE D Tam C N p i UPOLES. WATER METERS. VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT �•ST c u KV!7 � J SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT j(1 l w AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. � �g '• Z�O 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL VJ J� FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE tL FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR N INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE 4. SHOWN ON THESE PLANS. N . O 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA V m io ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . U1 � V • 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. F EDGE G 0 PAVEMENT r t0 �38�) POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN v ✓ � 85�'�) 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 17 6. ALL SEWER , WATER , ELECTRIC, GAS, PHONE OR OTHER UTILITY V7 0 LATERALS. MAINS. OR CROSSINGS SHALL BE CONTRUCTED PRIOR TO PAVING. • �tBI' 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. , � p V. `' �� �LaC. ��j, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED N 0 + ro (1.414°�' AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR N N 0 1.33 `!` �� APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. { C!� 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE �. 5% SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR IO TO INSTALLATION Y IO OF AN PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. AND R-VALUES. 10. PAVING SHALL BE PERFORMED IN ACCORDANCEW R- VALUE WITH R VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 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 BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 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 �ROFIt�E SG•alLr� - FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . \ >> 1"�4,b� �4oQ•lZ 4D, vE'2.T g� q ' ,r 7 / 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR H- - 3 THE CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 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 n CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. `jESTI MATE OF QUANTITIES AND CONSTRUCTION NOTES ' 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARDS NUMBERS So' Ge-ALK--- = 1 40' 401 -A AND 401 -B SHALL BE INSTALLED AT EACH INTERSECTION . LA0. DESCRIPTION QUANTITY UNIT t ,,, 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM i CONSTRUCT CURB d GUTTER PER CITY STD . 10'-f! CO C � O � 330 ►- RESPONSIBILITY FOR THE CORRECTION OF ERROR AN MM D 0 ISSION 18, 2 CONSTRUCT 4� SIDEWALK PER CITY STD. 103 DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS E ISIONS SHALL BE PROMPTLY M L SUBMITTED TO THE CITY ENGINEER FOR 3 CONSTRUCT 8" DRIVE APPROACH PER CITY STD . 101 gyp( S F APPROVAL . CONSTRUCT 0 . 10' AC OVERLAY 16. WORK SITE AND EXTERIOR STREETS SHALL BE N A NEAT. 5�9� S� I CLEAN. v HAZARD FREE. ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE 3 5 • `� � �?� � CONSTRUCTS AG/ � A•8 PAVING [SEE NOTE 9) 4-1 44,c> S•F N CLEANED UPON REQUEST OF THE INSPECTOR .4 J F © IN6-rAL.L_ 51-F-EE�T 7 �iyR T,10-�i✓S ee L..E C­�1J U) IEKE09 � �A -� I n V) t2 -1' to 3 ao ^ t0 RELOCATE X . Y ANCHOR 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 2 WORKING DAYS i �' m r 9 -� _ J ELOC E E GUPRIOR-TO EXCAVATION. ALSO CONTACT UNDERGROUND SERVICE ALERT AT 2 �PA T0 12 12 In d' tN�J �d?d1 � uv 4-3 Z ® K>=MCN fix• .qG BE2 S/�WCUT To A ST2a�lGwr LINE fl L F 1 800 422 4133 . gSTl6+l Co Lfl PLANE (n N �„61 8 E E0&ES lv"r"ta v + , 3 Y �I q� a c(1 to 9 e 0n1 sTr-v�T A e. aE 9-&% �/p'� e I r/ / sa.,-Is r�o►L cr: Z! t_ 1'P N0. 1-1335 tocol✓ t9 v W N +n �)( K.+�C t► �CL.����V iii 1✓ c I Ty E .t 61ts��. � N m 3 3 N � � V' . 1r a- = in �� r `t f( 1z1:L.o CATS E-,,,\, WAT•E Iz" M T RS Cs�E wATt✓R- P t-41>4) 2- Elk m m U1 m t9 tL 1- v I. .Q v 4PSS!5�!�it•� .MlE. 0 � z N W m in -F.� Y •1. � Z Kms.M ov E >✓x.Tiz>✓� L s - --- --- M y� �' I L1J M 3 L1 i ! IN LL �Soc� MV R I V 3 E�l Sf FE L GI 41 SG I GO E A E ` v� 6� ��. 2 � z _ � � I �I O � � � � � T P D G r�DB 2 A � t1` 1 N 5 LL O i S o 0 1 rZ S 1! P til ry SI 5 N S T � 7 2 T P l �ht T �o � R. S E � TD 3 �i N G 6 cel 6 6 6 I G µ NOT'lGE To GOt�TRAOL,TOR; < d- _ S ILITY PIPES. a A UNDERGROUND U ++ kp - 4�" CONDUITS . OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE . �y - -- - THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . 1- i 11A - - - - _ - THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 1 - .0 >,0 5 6 PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD �' - 3 ` - --� 4 l► t --��"/� OR NOT SHOWN ON THESE DRAWINGS . IT SHALL BE THE CONTRACTORS - --n}-' -- `- RESPONSIBILITY TO NE OWNERS CONCERNEDBEFORE STARTINGORK . OUTILITIES STRUCTURES CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES. 0 CONDUITS , OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . fv I ( � MAP. �- V I N � l NTS 0-x AG OF-9-lv� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB �+ SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT . J ! SAX. Np, 5Go17 R9o3 ��x.PPn1o. 4r 3z48oE PPw sr t-rrot-r INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS CITY t-)c- PP Vl�L-lc-,HT d REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DESCRIPTION OF REVISION DATE APPROVAL ►�o. aF 3os� a Non✓ WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND o , p HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA. AND THE ENGINEER CITY OF RANCHO CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY . REAL OR ALLEGED . IN z CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER . THE CONSTRUCTION NOTES FOR STREET TREES CITY OF RANCHO CUCAMONGA , OR THE ENGINEER . STREET IMPROVEMENT PLA N 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCED 9 Z-00�, 0o 3 14.5 WITH CITY STANDARD PLANS. ET I WANDA A V.- E N U E CALL USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ET I WANDA A 2. PRIOR TO COMMENCEMENT OF ANY PLANTING. AN ARGONOMIC ON THIS PROJECT . TOLL FREE 1 -800-422-4133 T R1�E t�.E6E tJ D SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. - ST R E aT STA_ . 3+ 14 . 29 T O 6+ 4 4 . 8 3 ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAT _- 1�t�M .�c=TA�nI►c�.1_ CoMMoN M►tJ . GPow sP�ir1 SIzE taU 3 REQUIRE SOIL AMENDMENTS, AS REQUIRED BY THE CITY Nr4M1= NAME 5rActn- UNDERGROUND SERVICE ALERT INSPECTOR. EUGAt_yF7us r f . ETIWAN�A r r APPROVED BY : DATE AVS• N/O UCALL: TO FREE R,� 6M ° 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND Fccn-hI LL- aaMAt-nut�Ns 15 8 30 C. S9°� 8 `` CITY ENG I NEER .C.E. 24953 ACCEPTANCE BY THE ENGINEERING DIVISION. 1 - 800i ,�,�� �, DESIGN � _nnn J,n.,GiLSON b ASSOCIATES RECOMMENDED �- - / CML ENGINEERSLAND SUR VEYORS4. STREET TREES ARE TO BE PLANTED PER PUBLIC, 23 NORTHFA �EIMPROVEMENT PLANS ONLY. 422- 4133 UPLANDC916DRAWN 58 - 6 SHE EA/D. I005 2885 St�% 1os OF� Z"8�-,OGX /MG6WC. owsr"fy�p«G/ryDFR OVC#o � 1'L( DATE: /2 OZ- 4ue-AMWC-A BM/005/ /987" AT THE /V/v�/ 60JE- of BAsal-/Ns iep• s sw,4/vs v�!PLACE O.?.5/,H/Z- W. CHECKED DRAWING NO . OF ETl 1WAA/Z>A 'A ve. � 7 s'L y END of<A-r6 t ao%Tl^ TWO WORKING DAYS BEFORE YOU DIG R.C.E. 17788 2.',i/or-Tf/ OF G uFo RE7t zAl EXP. 6/30/01 JOB NO. QLA� 8