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HomeMy WebLinkAbout1804-140 DI . . INL SLOVER 14028-1 14028-2 d � ca CDP UNIT 3 Co 27,110 25,710 25,710 JURUPA -� VICINITY MAP N. T. S. FONTANA I I I I I :�a I I I c I I I I I 1 1 --4+1 ° S 1f IQ ILIE 1f II A�t IIS IQ �O V IE /*�t IE �I I � it) I L A �I S U w wIr �40 40 AVE. uj D- I �I if AS IS A I A� ,� �C A� IL II IF �G I�I II - - � CONSTRUCTION NOTES AND QUANTITY ESTIMATES cn AVE. Tnccr NO. VILUGE op I 9EFgy i PROJECT SITE JURUPA SAN BERNARD I NO CO. REGIONAL %, R I VERS I DE CO. JURUPA HILLS PARK TRACT NO'S. 14028,14028-I, 14028-2,1.4028 3 1--�) J �J J�JJ , �� IM i -Ljj ������J2-/1 �� ��� 12 21/ 2 113 2 2j /]T�-20 --� J T ELM AVENUE N 0' 08' 5001 1 931.58' - l I g I I 4 5 1 2 3 4 5 6 26 p� cq 10 11 1 2 3 8 27� vl I e �° a `� SH E T 4 I _ I 2 I� I (3 r S E I 7 3 SILVER SPU AVENUE- _ 6 - 4 LLQ N II � o L, I 12_ I, 18 I 7 (�� 18 I 7 1 0 25 I � I J 5 SIA 5� I �f) ( 13 17M 8 17V 8 24 I I �� w i_ 6 � 4 W 1I I I I 14 _ 16 �` j 9 16 1► O 9 23 W mw W - �~ 1 3 Lu I �l W CrI �u �I 11 >I Z 7 (n 15 15 w 10 15 X z a Lu 10 --�, 22 8 I I 2 �- ) I , L I 16 14 Q 11� 14 i l l 21 1--, I► I I ( L W 13 W 12 20 J Itu I 17 �, 13 12 Ov W 10 W I I -�-r DUNE 1---, L L cn , LL Z LANE 18 19 19 20 21 22 l 11 W L� W I 26 23 24 19 20 21 22 23 24 18 19 i D W I i SE SH ET 612 N I� HILL E Z y L �=jj 25 - GOLD LL AVENU 324 _ _ - -`` 1-3- 24 I 11 0) 23 20 30 29 28 27 26 25 30 29 28 27 26 25 17 15 14 22 21 16 III N no M' _.Sm" y 934. BB' 7 0 100 200 300 400 GRAPHIC SCALE NOTES: 1. 6" OF FULL HEIGHT CURB REQUIRED BETWEEN 3' CURB TRANSITION AND LINE FROM COMMON PROPERTY CORNER AT RIGHT ANGLES TO THE CURB. 2, DRIVEWAY APRON 10' MIN., 14' MAX. ( 3' TRANSITION ) 3. * APRON REQUIRED AT KNUCKLES & CUL-DE-SACS DWY FACI S 3' 10' 3' _, 5' 3,.5 min. m1n. A,x TYPICAL DRIVEWAY ENTRANCE PER STANDARD 102 N. T. S. JR 08 \3 � 20zlr, 27 J 2 P U E. R/W 1 5' -1..- , © SIDEWALK --' O3 8' CURB & GUTTER T. C. = CL + 0.10' F. L. = CL - 0.57' hi LLQ LL] LL1 2, 0 u) t IMPROVEMENTS 510' nniiVt auiL I T.I. a 5.0 TYPICAL STREET SECTION NOT TO SCALE R/W - P. U.E. P. U. E.. R/'# 4 5d _ I I _ 51 . I� SIDEWALK 8' CURB & GUTTER O T. C. = CL + 0. 10' F. L. = CL - 0.57' f7' 4.5' Slope I. M. © SIDENALK IQ 6' CURB & GUTTER T. C. = CL -0.07' F. L. = CL -0.57' GENERAL CONSTRUCTION NOTES: NO. I TEM 14028-1 14028-2 14028-3 14028 TOTAL UNIT O CONSTRUCT 3" A. C. OVER 12" 27,110 25,710 25,710 24,000 103,310 sF COMPACTED NATIVE SOIL. O CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. 695 1450 1450 1345 4,940 LF. PER CITY OF FONTANA STANDARD DETAIL 101) 0 CONSTRUCT CONCRETE CURB AND GUTTER (8" C. F. 658 638 L.F PER CITY OF FONTANA STANDARD DETAIL 101) - _ ® CONSTRUCT CONCRETE CURB AND GUTTER (6" C. F. 17 - 171 LF TRANSITION TO 8" C. F. ) - OCONSTRUCT STANDARD CROSS GUTTER AND SPANDREL. T70 $389 385 385 1,g2y SF PER CITY OF FONTANA STANDARD DETAIL 104. 6 0 CONSTRUCT 4' THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN.(EXC. DWY S) q.�. 130 3, 680 3, 6 80 3,720 l S, S/0 SF O ADJUST MANHOLE COVERS TO GRADE PER CITY OF 2 3 2 3 1Q EA. FONTANA STANDARD DETAIL 109 ®CONSTRUCT RAMPED CURB RETURN PER CITY OFEA. d 2 2 2 �� FONTANA STANDARD DETAIL 104 A. OCONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF 26 30 30 27 0 EA FONTANA STD. DET. 102 10 REMOVE EXISTING BARRICADE 1 1 2 EA CONSTRUCT STREET LIGHTS PER CITY OF 3 3 3 3 12 EA. FONTANA STD. P (L IMPROVEMENTS R/W P. U.E. I iHAT%01 SOIL I T.1. a 5.0 TYPICAL STREET SECTION NOT TO SCALE "" SIDEWALK 6' CURB & GUTTER O2 T. C. = CL -0.07' F. L. = CL -0.57' 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY COMPANY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLE-1•ION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATIUN STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED, AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. PRIOR TO CONSTRUCTION OF WATER, SEWER AND / OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER AND / OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND / OR LOCATION AS SHOWN ON THE PLANS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING EMPROVEMENTS.