HomeMy WebLinkAbout1722-D GENERAL NOTES STORM DRAIN OUTFALL IN IRONWOOD STREET
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF 18. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION FOR
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND
WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER.
OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE 19. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL SUNRISE OF RANCHO CUCAMONGA
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT METHOD THROUGHOUT THE CONSTRUCTION OPERATIONS.
WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED 20. NO ADJUSTMENT OF ELEVATION SHALL BE MAKE WITHOUT PRIOR WRITTEN APPROVAL OF ASSISTED LIVING
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 21. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL LEGEND
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING - STREET LIGHT
BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT AC ASPHALT CONCRETE
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER THE TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENT. - s - SEWER LINE co CLEAN OUT
OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
PCC CONCRETE
22. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HOURS - W - WATER LINE SMH SEWER MANHOLE
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED FS FINISH SURFACE
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF SD - STORM DRAIN FL FLOWLINE OF GRADED SWALE
ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. SOILS FOR USE ON THE SITE. FF=670.00 FINISH FLOOR ELEVATION FG FINISHED GRADE
P=670.0 PAD ELEVATION GB GRADE BREAK
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES 23. WE HEREBY CERTIFY THAT WE HAVE RECEIVED THIS PLAN AND THAT IT SUBSTANTIALLYTC TOP OF CURB
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT LAJ x s7o AERIAL TOPOGRAPHIC ELEVATION CF CURB FACE
CONFORMS TO SOILS REPORT N0. 58-8267-OX -s7o - EXISTING TOPOGRAPHIC CONTOUR
OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL DATED 14 MAY, 1999 FOR 9515 & 9519 BASE LINE ROAD. = - -- - PROPERTY LOT/BOUNDARY LINE FF FINISH FLOOR
PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR Z TCO TOP OF CLEAN OUT
VERTICAL CURVE AREAS. PREPARED BY: KLEINFELDER, INC. 0 CONCRETE WALK TG TOP OF GRATE OR VAULT COVER
24. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION SHEET FLOW INV INVERT
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, LF LINEAR FEET
IN ACCORDANCE WITH APPENDIX 3317.2 OF THE 1994 UNIFORM BUILDING CODE: - 4 FH FIRE HYDRANT
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. WARREN DAVID WAGNER STATE LIC. NO. R.C.E. 14379 EASING Ir SEWER ® WV WATER VALVE
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING EASTING 41" WATER
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 25• THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT -
( 1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF
DAC
EXISTING 6" WATER ROAD
CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS CONSTRUCTION. A
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT 19 TH STREET
OF BASE MATERIALS AND/OR SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DETECTOR CHECK-
8.
P.LV. _ ASSISTED LIV NG
CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYFDc SITE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN t _ SQ
STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 3 " _ r a.� Fi
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS „ ! BASELINE RD
PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 6' PRIVATE SEVER
TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO BACKWATER VALVE PEPPER PROPOS
PROTECT THE UTILITIES SHOWN, AND/OR ANY OTHER LINES OR STRUCTURES NOT
VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. SHOWN ON PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY - �� Q ST STORM RAIN
DAMAGE TO THESE LINES OR STRUCTURES. I - OUTFALL
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS ( -" �� Q� m
TAKEN TO DETERMINE STRUCTURAL SECTIONS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED I 2 STORY ASSISTED 2
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME L" LIVING FACILfTY 4CDc 41
Sr 41
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; �j 59 UNITS Z NacNoua
THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ;; PER EPARATE - e A
PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO W S PLANS < Y
WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL ? GREASE t = Paco acro sr
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON Li INTERCEPTOR
THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGNBALSA ST
P-
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY PROFESSIONAL. °°
APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT
�`
WIDTH PRIOR TO PAVING. UNAUTHORIZED CHANGES & USES: = _ - f 1
�. ,
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, a - - - - - CHURCH ST
OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS 6' FIRE LINE I SHEET 2 NTs
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. F.H. F H1 F. END
BY THESE PLANS WFiiCH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES NOTICE: t �I� CONSTRUCTION VICINITY MAP
__.
SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL „ t-Y }w J -~ I 1 NTS
- _ -
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. - - --
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE
CONSTRUCTED AT EACH INTERSECTION. ss ,1 72 73
15. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES
sF � _10, STORM DRAIN
ESMT. PROPOSED
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 818-969-7911 KEUSMAN
ITEM QUANTITY UNIT I I i j STORM DRAIN
MR. BOB STALLINGS . AVENUE
FOR BASE LINE ROAD CONSTRUCTION IMPROVEMENTS } � i
__ OUTFALL
- - - - - - - - - - - - - - - - - - - - - - "� -'- -
B. GENERAL TELEPHONE 800-483-3000 1 INSTALL 15" R.C.P. (2000-D) WITH CEMENT SLURRY BACKFILL IN IRONWOOD. 392 L.F.
-1
f e� _ _ _ --+ ---- - -- --- --- -__--
2 INSTALL 2-4" D.I.P. LOW FLOW DRAINS. 104 L.F. 67 _ _. f____ _ ___ - -- - _ ..
C. SOUTHERN CALIFORNIA GAS COMPANY 800-427-2200 RES. - Ta - -
216 N. EUCLID AVENUE 800-427-2000 COMM. 3 CONSTRUCT 3.5' CURB OPENING CATCH BASIN PER CITY STD. 300, 1 EA. 1i ( I I
ONTARIO, CA 91762? 4 CONSTRUCT 36" DRAIN BOX PER DETAIL 4, SHEET 2. 2 EA. = I I
5 CONSTRUCT 24" DRAIN BOX PER DETAIL 5, SHEET 2. 2 EA. ` L - - - - - - - IRONWOOD STREEI I
D. CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 - _
10440 ASHFORD STREET 6 CONSTRUCT LOCAL DEPRESSION (CASE E) PER CITY STD 307. 1 EA, ss r X - _ _ _ __ ___ ___ __ ___ _ _ -__ _ _ I I BEGIN
RANCHO CUCAMONGA, CA 91730 il -
CORE 4 1/2" CURB OPENINGS FOR 4" D.I.P. 2 EA. «'+� - f I sO
I CONSTRUCTION
E. METROPOLITAN WATER DISTRICT 909-593-7474 CONSTRUCT 8" CURB WITH 18" GUTTER. 40 L.F. A
700 N. MORENO AVENUE CONSTRUCT 4" SIDEWALK PER CITY STD 103. 934 S.F. ss� 64 ( 63 62 61
LA VERNE, CA 91750 CONSTRUCT 12" CONCRETE SWALE PER DETAIL 10, SHEET 2. 104 L.F. INDEX MAP �-- - - - - - - - - - - -S"�_3- - - - - - - - - - - - _ -
F. COMCAST 909-983-9895 11 CONSTRUCT 16" CONCRETE CHANNEL PER DETAIL 11, SHEET 2. 27 L.F.
1205 DUPONT ST. N TS
12 CONSTRUCT 5' WOOD FENCE. 100 L.F.
ONTARIO, CA 91762
CONSTRUCT 3 COURSE SLOUGH WALL PER CITY STD. 605. 130 L.F.
G. MARKS CABLEV1SION 909-987-6275 13
10808 FOOTHILL BLVD. #120 909-880-0222 14 SAWCUT EXISTING AC PAVEMENT/CONCRETE WALK. 352 L.F.
RANCHO CUCAMONGA, CA 91730 15 REMOVE EXISTING SIDEWALK. 934 S.F.
16 REMOVE 8" CURB & GUTTER. 54 L.F. UNDERGROUND SERVICE ALERT
16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 17 REMOVE & REPLACE AC PAVEMENT PER CITY STD. 120. 1,113 S.F. SHEET INDEX
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. 18 REMOVE & REPLACE DRIVEWAY APPROACH (LOT 70). 140 S.F. �
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 1. TnU SHEET • CALL: TOLL FREE CITY
TO THE CITY ENGINEER FOR APPROVAL. 19 REMOVE & REPLACE 5' CHAIN LINK FENCE. 100 L.F. 2 OUTFALL LOTS 69, 70 & 77 1-800-422-4133 DESCRIPTION OF REVISION DATE APPROVED
TWO WORNG
17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 3. OUTFALL IRONWOOD STREET vBEFOREEIYOU DIGS G I 1 Y O I RANCHO CUCAMONGA
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
OF THE INSPECTOR.
TITLE SHEET C�
SUNRISE "ASSISTED LIVING"
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STORM DRAIN OUTFALL IN IRONWOOD STREET
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DR 99 3 Z
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DESCRIPTION BASIS OF BEARINGS BENCHMARK SOILS ENGINEER/GEOLOGIST OWNER/APPLICANT APPROVED BY I o'NEIL DATE:
�o �Rp a v�i CITY ENGINE ED RCE 0. 24953
CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10058 N
KLEINFELDER, INC. A- � � �� DESIGN: �� per Pacific RECOMMENDED
THE BEARING OF N 89'59'30" E FOR THE CENTERLINE OF BASELINE ROAD AS SHOWN ON 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10058 1987" 1370 VALLEY VISTA DRIVE, SUITE 150 SUNRISE ASSISTED LIVING Q No.14379 `Z Z F.B. I ` o " ' o " ' r ` o
� C I V I L ENGINEERS �
BEING A SURVEY OF A PORTION OF LOT 2 PER MAP OF CUCAMONGA FRUIT LANDS DIAMOND BAR, CALIFORNIA 91765 w 3 ExP S U R V E Y o R S
TRACT NO. 8248 AS RECORDED IN BOOK 110 OF MAPS, PAGES 1-3, INCLUSIVE, RECORDS OF AT THE NORTHWEST CORNER OF BASELINE ROAD AND ARCHIBALD AVENUE, 15 FEET WEST OF DRAWN: SHEET
RECORDED IN BOOK 4, PAGE 9 OF MAP, RECORDS OF SAN BERNARDINO COUNTY. SAN BERNARDINO COUNTY WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. THE CURB RETURN AT THE WEST END OF A CATCH BASIN. (909) 396-0335 22422 SHADY ELM TERRACE 3-31-01 R A.Z PLACENTIA, CA. 92870 3418 1 OF 3 0
SOILS REPORT DIAMOND BAR, CALIFORNIA 91765 s�qT
--- 714 993 4500
ELEV. = 1350.014 1987 PROJECT NO. 58-8267-OX (909) 612-0901 F OF CPL�FCHECKED:D.W. 3 !� __ NO. 14379 DRAWING NO. _ D o
( ) DATE. FILE NO. ��
a
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BENCHMARK
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Y BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO
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CUCAMONGA BM 10058 1987' AT THE NORTHWEST
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BASELINE ROAD AND ARCHI
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CURVE DATA REMOVE & REPLACE - - APPROVER BY WI I M J. 'NEIL JDATE: _
NO. DELTA R L T IRONWOOD STREET 10"f 8 4" EXIST. CONC PARKWAY
'��� 'F� �0, CITY ENGINEER RCE N0. 24953 N
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C 49'22'49" 22.50' 19.39' 10.34 Q z z
D 40'55'34 22.50' 16.07' 8.40' fzf _ c� Q No.14379 �r, c I v I L E N G I N E E R S
" ' W EXP. ; DRAWN: S U R V E Y O R S SHEET
cr � 201 E. YORBA LINDA BLVD. 0
3-31-01 R.A.Z. PLACENTIA, CA. 92870-3418
2 2 - 4" D.1. L - _ J ' -1'„ 714 993 4500 3 OF 3
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SECTION A-A, OF CA1 D.W. DATE: 3114 FILE NO. 17 o�o9` D o