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HomeMy WebLinkAbout1814 BENCH MARK NO. 148-B GENERAL NOTES SHEET 3 SHEET 4 STREET CONSTRUCTION NOTES OUANTITIES AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. CL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO HIGHLAND AVE., 24' E. OF CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- ETIWANDA AVE. AT THE N.W.C. CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE 76,496 SF OF 4'X8' DROP-IN-BOX FOR BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. DRAIN CULVERT, SET STD. BRASS 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 4,181 LF DISK. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 2 EA wsm , ELEV. 1432.612 VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS ORuj IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, - 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 17,132 SF REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF SHEET 5 _ 5 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA LEGEND RANCHO CUCAMONGA. 26 VINTAGE DRIVE STD. PLAN 106-B 1 EA (1,118 SF) awfm SrRm - - CENTERLINE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SEWER do STORM DRAIN MH SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 6 MODIFY AND ADJUST MANHOLE GRADE ( ) 8 EA CURB AND GUTTER DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN I 27 40) I 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 3 EA " SIDEWALK ON THESE PLANS. 25 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 3 EA r+�a+uNo __ -- RIGHT OF WAY 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, * 9 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 28 39 17 O STREET TREES OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W 10 ADJUST VALVE COVER TO GRADE (WATER MAIN) EA 24 U 11 REMOVE EXISTING WOOD BARRICADE 10 EAPROJ�CT ,, FS FINISHED SURFACE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL W Q sE FL FLOW LINE BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE 23 Q 29 38 J 12 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') - 40 EA (5,320 SF) TC TOP OF CURB ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE �7 a- 13 INSTALL STREET TREES PER LEGEND AND NOTES SHOWN HEREON REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 57 EA _j w 14 INSTALL TRAFFIC SIGN PER PLAN 5 EA PUE LENGTH= 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 30 37 W 15 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E PUE PUBLIC UTILITY EASEMENT SHALL BE CONSTRUCTED PRIOR TO PAVING. 22 J 3 EA _J 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B4 SWE SIDEWALK EASEMENT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO = L11 _ 17 INSTALL TUBULAR STEEL FENCE AND GATE WITH LOCK PER CITY OF RANCHO CUCAMONGA STD PLAN 608. VICINITY MAP CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE 21 p 31 36 J LOCATE AT ADJACENT SIDEYARD END OF WALL. FENCE SHALL NOT BE CONNECTED TO SIDEYARD WALL. 2 EA NOT TO SCALE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Q Q @__CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD PLAN 107-A 1 EA 8 AT THE LISTING ALL TESTS OR DETERMINATIONS COMPLETED ON OF PAVING, A MATERIALS TO vERIFYT SHALL BSTABILITY�0IDTO 'ME L CONTENTCITY ANDENGINEER. 20 CA 32 35 Cl * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION STREET TREE LEGEND GRADATION OF ASPHALT PAVING. L G 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY STORM DRAIN CONSTRUCTION NOTES MIN GROW ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE 19 I 33 34 I 30 CONSTRUCT 30" R.C.P. ( CLASS N ) 229 LF STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 31 CONSTRUCT 24" R.C.P. ( CLASS N ) 325 LF VINTAGE DRIVE BRACHYCHITON AUSTRALIAN 5' 30' OC 15 GAL 5 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SHEET 2 18 WHITE ROCK DRIVE 32 CONSTRUCT 18" R.C.P. ( CLASS N ) 7 LF (SOUTH ONLY) ACERIFOLIUS FLAME TREE DETERMINE STRUCTURAL SECTIONS. 33 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331 1 EA WHITE ROCK PRUNUS NCN 3' 20' OC 15 GAL 5 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, I 34 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318 DRIVE BLIREIANA THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- 1 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 35 CONSTRUCT 3' CONCRETE RIBBON GUTTER PER SECTION B-B SHEET 6 OF 6 281 LF ERIOBOTRIA BRONZE QUALITY BETTER THAN THE NATIVE MATERIAL. 17 DEFLEXA LOQUAT TREE 16 15 14 13 36 CONSTRUCT CONCRETE PIPE CONNECTION PER SBCFCD FILE N0. 200A 1 EA SANDHILL PLACE 3 25 OC 15 GAL 26 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED 6Y 37 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STD PLAN 308 2 EA SADDLE TREE PITTOSPORUM WILLOW THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS I PLACE PHILLYRAEOIDES PITTOSPORUM 3 25 OC 15 GAL 10 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE QUARRY COURT PYRUS EVERGREEN 30 20' OC 15 GAL 11 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES KAWAKAMI PEAR BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 8 9 10 11 1 SHEET 6 SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONSTRUCTION NOTES FOR STREET TREES: 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED 7 _ SOUTH NORTH 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. AT EACH INTERSECTION SHEET 2 QUARRY COURT R/W R/W 66' LANDSCAPE EASEMENT � 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE VARIES 2" FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 1' 44' 1' REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ( 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 6 0.5' 4' 6' I VARIES 0.5' DIVISION. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, I r-.,' 2. 1' 2% 2� I 2x 2% 1 ? " 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 5 4 3 2 1 , _i _ I`-r ,h 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. GENERAL TELEPHONE COMCAST 2 Q 1 2 4 CONSTRUCT PER SEPARATE UPLAND NORTHC CALIFORNIA 91786 UE 1205 ONTARIO,DUPONT 15762 TRACT 14522 WATER6 LANDSCAPE PLANS EXISTING SURVEY MONUMENTATION 1-800-482-6711 (909) 983-9895 INDEX MAPSEWER fj LAND (PORTION OF RED HILL) r„`��S R K ✓� ��� I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF SCALE: 1 "=100' TYPICAL SECTION �P SAF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS SOUTHERN CALIFORNIA GAS COMPANY CHARTER COMMUNICATIONS 216 N. EUCLID AVENUE 6680 VIEW PARK COURT VINTAGE DRIVE 5820 WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE ONTARIO, CA 91762 RIVERSIDE, CA. 92503 N.T.S. DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE LIMITS 1-800-427-2200 RES. CONSTRUCTION DEPT. _ �, Exp, ,4. * OF THIS CONSTRUCTION. 1-800-427-2000 COMM. C/O STUART KING T.I.-6, R=70 (909) 343-5165 f9rF ��\PDATED p2 O Ole C A01�'��.►-.�•-( CUCAMONGA COUNTY WATER DISTRICT MARK WARE - L.S. NO. 5820 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 RAW R/W W WEST PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE (909) 987-2591 1 50' CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY 50' SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 7' 36' 7' 7' 36' 7' S' RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED PRIVATE-ENGINEER'S NOTICE TO CONTRACTOR: 0.5' 6.5' 6' ( 0.5' 6.5' 1 6' 2' 2 UE 1, TO THE CITY. 1 2 1' I SWE 2'� PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS - 2 1' I 2 --,� - w u. 296 1.7% 2% WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE - 2% .7y 1 7% 2% N- ~I � � - „ THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR _ - _ �T ?• SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED / 7:. �- r �_ 2. 2 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES vas; ` ~ I r •T TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. I 4 2 Q I 1 2 xt" PROVIDED TO THE CITY. -�:_-,�r:. • __,i�tr+f��- 4 2 1 O 2 4 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION WATER O O WATER PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SEWER SEWER JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD TYPICAL SECTION TYPICAL SECTION DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN. SADDLE TREE PLACE WHITE ROCK DRIVE STATION 10+50.31 TO STATION 13+45.60 N.T.S. UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR T.I.=5, R=70 LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN N.T.S. T.I.=5, R=70 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND STRUCTURES UTH NORTH WEST EAST OR � OR DESCRIPTION OF REVISION DATE CRY ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER WEST APPROVED: OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED R/W R/W R/W I R/W 50' 50' CITY OF RANCHO CUCAMONGA Tl ESE PLANS POROPROCEED NG LOCATION IMPROVEMENTS THEOWNER T PURSUANT NG 5' 7' 36' 7' 5' 7' 36' 7' 5' AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY PUE I , DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 1 2' 2' 6 I 11 Put' 2, 6' I 2' PUE 1' STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE swE _ PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR ., Vis, 2' I 1 2 � _,� --- 2r� SwE i SwE 2 TRACT 14522 SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE _ 2% O� ` 2% �' '' - ' - 2% 1.7% 1.7% 2% SNOOP= r,a, x STREET IMPROVEMENT PLANS DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES Z, SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 1` r'' 1 '=� I "` TITLE SI""IE = ,5 R1 ITT 1'1 , 4 2 O SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 4 2 Q O 1 2 _I ` r THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. WATER WATER O SEWER SEWER APPROVED BY: DATE: o PR o ESS l�N�l CITY ENGINEER RCE: 49(63 TYPICAL SECTION TYPICAL SECTION ����t1`�N ��� �2 DESIGN ByRECOM NDED otxlo SADDLE TREE PLACE QUARRY COURT AND SANDHILL PLACE T 90 DBW ALLAAD ENGINEERING 7� OREYATION 13+45.60 TO STATION 13+17+87.62 N.T.S. 0 No. 36052 m °°" SM��� `B"°Pisnmag COCZDCel TOLL FREE 1-800 T.L-5, R-70 T.L=5, R=70 DRAWN CGR SHEET 1 6 6 30 2004 Fes. �"� sz�s 111 N.T.S.= °c�� Exp. �� P tsosi sss., Fex Isosi sss-17Y5 OF / 227-2600 9TF C I v 1` �� CHECKED RAYMOND J. ALJMD R.C.E. 36052 DRAWING NO. OF CA1-\F CITY ? • L O Z EXPIRES 6/30/04 1814 TWO WORKING DAYS BEFORE YOU DIG DATE PROJECT SHEET NO. OF Rtertame M:\DWG\12103\MfTRACI\14522\STREt1S\S7REfI1.DWG Date: JULY 11. 2002 ml O _ { ( , r 1 W 4 i f 0 • U) ' -M CDX141 LN t cn G7 m II 1 I. s,L � v + D 63 G .L4 (J1 O ` = G) TI m D c� oo D 1 ..._;_r » .. :---, :- ._._ t_,.r_...- ._.-T'- '`'�- ._ _�- }4• -t .l .rl4 -, • •-- __ �y�++.� Lo •-• ...IT+. �© U a/•1 1 , ., 1 `�3� C �... 1 Trc- +_.. EV .. 00 ' 000 � 1 15 3 �i3 T .� 1 Oa7a T 503.0 TQ 0 0 0 0 0 0 0 0 0 0 0 0 0 DRIVEWAY ' - J' DRIVEWAY / / - r ►•' W=16 ( .w , `� i y r- tr/ • "7 C11 n t O 1 +00.00 vc--RP # W a nCn O E 1 03,78, FS n O V_ , �; 3; b Lr z BC 15 0 • 0 0o O o 000 00 0 x ° , �.: . o10 _ _ DRIVEWAY �, W=16 ry :. _ .,,...,..__. .. �.,�_ to _. 1.5 „ �. P c,+ 10+00.00 RIP } ` c -ta + �n 0 co m QUARRY COURT 4�+ ca N �• $ ,; ,._..; ,., -; -1 .._.. . : 100 t20 4 , , co r t-+ w co rn oo w - - - - -' U'i O cO Ln o N A r / E DRIVEWAY fl N m EC - ,.,.» 1�+ + - t.. cc 150 -89 � � +• 1 D' , �- �.' W 16 ;; « `�' 150 .,. .. 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