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HomeMy WebLinkAbout1914 GENERAL NOTES STR T IMPROV M NT PLANS 1 . ALL WORK 5HALL BE DONE IN ACCORDANCE WITH THE5E PLANS, THE CITY OF RANCHO CUCAMONGA 5TANDARD5 AND THE STANDARD 5PECIFICATION5 FOR PUBIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING IT5 ANNUAL SUPPLEMENTS OF AMENDMENT5. CONTRACTOR 5HALL BE FAMILIAR WITH AND 5HALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PECAN AVENUE STA 14 + 55 . 73 TO 17 + 00 Z. ALL PIPELINES OR SUBSTR T UG UKE5 OF ANY KIND, TELEPHONE OR POWER POLE5, WATER METER5, VALVE5, FIRE HYDRANT5, ETC. SHOWN OR NOT SHOWN ON THE5E PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT awry O RANCHO CUCAMONGA AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE 5HALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE A5 REQUIRED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT 5HALL FAMILIARIZE HIM5ELF WITH THE 51TE AND 5HALL BE 50LELY RE5PON518LE FOR ANY DAMAGE TO EX15TING FACILITIE5 RE5ULTING DIRECTLY OR INDIRECTLY FROM H15 OPERATIONS, WHETHER OR NOT SUCH FACILITIE5 ARE 5HOWN ON THE5E PLANS. 4. A PERMIT 5HALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRJOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES" EA5EMENT OR RIGHT-OF-WAY. 7G TONS AC 5. ALL GRADE STAKES 5HALL BE 5ET BY CONTRACTOR OR ENGINEER. PAVING 5TAKE5 5HALL BE 5ET AT ALL INSTALL 0.42' A.0 OVER 0.50' AGGREGATE BA5E (4313 5F) �'- .53 CY AGG BASE HINGE POINT5, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 5UB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVAL5. ADDITIONAL PAVING 5TAKE5 MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT PECAN AVE EXIST. PROPOSED O2 INSTALL 8' CURB * GUTTER PER CITY 5TD. 104 (TYPE A2-8) . . . . . . . . . . . . . . . . . . I G5 L.F. WARPED OR VERTICAL CURVE AREA5. R/W R/W R/W 30' 30 Q3 INSTALL 51DEWALK PER CITY 5TD.103, , • . . _ • • , _ . . . . . _ , . _ . • . . _ . , . . •990 S.F. G. ALL 5EWER. WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 5HALL BE 33' ® INSTALL DRIVEWAY APPROACH PER CITY 5TD. 101 , TYPE C . . . . . . . . . . . . . . . . .495 S.F. CONSTRUCTED PRIOR TO PAVING. loo 22' V1 1' O INSTALL AC BERM PER CO. 5TD.1 17 , , . . . . . _ _ _ • _ . , . _ . . . • . . 15 L.F. 7. COMPACTION TE5T5 OF EMBANKMENT, CON5TRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND G.5' 4'-!04 0 1' © IN5TALL STREET TREE5 PER NOTES AND LEGEND ON 5HEET I OF 2 ' . .5 EA. ALL 5UB-GRADE5 5HALL BE PERFORMED AT NO C05T TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 9 MEET EXISTING I 1 2 3 O.5' �7 INSTALL CURBSIDE DRAIN OUTLET PER CITY STD. 107-8 - _ _ - •2 EA. I 1 _ - - 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT 5HALL BE 5UBMITTED TO THE CITY ENGINEER. L15TING _ _ 2.0°10 �\//\��\7.� - - ® INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD. . . I EA. ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 1-r�J - 2: 1 MAX INSTALLED BY SCE. PAID COORDINATED BY DEVELOPER PAVING. \ 5AWCUT EXI5TING A.C. PAVING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POINT 10 REMOVE EXISTING A.C. PAVING . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . .4 1 00 S.F. 9. PRIOR TO IN5TALLATION OF ANY PAVING' A MATERIALS REPORT 5HALL BE 5UBMITTED TO THE CITY ENGINEER. L15TING ALL TE5T5 OR DETERMINATIONS COMPLETED TO VERIFY: K-VALUE, 51EVE ANALY515 AND SAND 0 REMOVE EXISTING A.C. BERM . . 122 L.F. EQUIVALENT 5ECTION5. 5LOPE VARIES Q TO BE RELOCATED. POWER POLE RELOCATED BY 5CE AND/OR OTHER UTILITY . . . . . . .L5 1 .80clo TO 2.58% PROVIDERS, PAID * COORDINATED BY DEVELOPER. 10. PAVING 5HALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, 51EVE ANALY545 AND SAND EQUIVALENT 3 TO BE REMOVED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L5 OF AGGREGATE BA5E. I4 PROTECT IN PLACE . - - - . . . . . . - - - -LS TYPICAL X-SECTION 15 INSTAL!TEMPORARY D/w PER S.B.C. 5TD. i 28A, (MOD) SEE DETAIL'A', 5HEET I . . . . . .I EA. 1 I . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE 501E WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- GRADE 5HALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDI A13OVE THE 5UB-GRADE AND ALL VOID5 PECAN AVENUE 16 INSTALL R2G(5), "NO STOPPING"51GN • . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 EA. OR DEPRE5510N5 5HALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE N.T.S ON P05T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 EA. MATERIAL. 5TA 14+95.00 TO I G+62.88 17 IN5TALL 4" SOLID WHITE CHANNELIZED REFLECTIVE STRIPE 4 MARKER5 . . . . . . . . . •122 L.P. T.I.= PER CITY 5TD. 133 12. IF THE A5PHALT CONCRETE 15 TO BE PLACED ON 51,10-GRADE, A 5011-5 5TERILANT REGISTERED BY THE E.P.A. FOR PRELIMINARY 5ECTION . FINAL SECTION TO BE DETERMINED BY 501L5 ENGINEER. 5EE GEN. NOTE5 9 10. U5E UNDER A.C. AND P.C.C. 5HALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'5 RECOMMENDED RATE ESTIMATE OF QUANTITIES IS FOR PERMIT PURPO5E5 ONLY. CONTRACTOR 15 RE5PON5113LE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. FOR OWN QUANTITIE5. 13. ESTIMATE OF QUANTITIE5 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR 5HALL MAKE H15 OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 5UBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THE5E PLANS WHICH 15 NOT SPECIFICALLY L15TED IN THE ESTIMATE OF QUANTITIE5 5HALL BE CONSIDERED A5 INCLUDED IN THE OTHER ITEMS OF WORK. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 14. STREET 5IGN5 PER CITY OF RANCHO CUCAMONGA STANDARD 401 5HALL BE CONSTRUCTED AT EACH INTER5ECTION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUIT5 15. CITY APPROVAL OF PLANS DOE5 NOT RELIEVE THE DEVELOPER FROM RE5PON5IBILITY FOR THE CORRECTION OF R W VARIES OR 5TRUCTURE5 5HOWN ON THE5E PLAN5 ARE OBTAINED BY A 5EARCH OF THE ERROR AND OM155ION D15COVERED DURING CON5TRUCTION. UPON REQUEST THE REQUIRED PLAN REVI5ION5 AVAILABLE CITY/COUNTY RECORD5. THE CONTRACTOR 15 REQUIRED TO TAKE 5HALL BE PROMPTLY 5UBMITTED TO THE CITY ENGINEER FOR APPROVAL. PRECAUTIONARY MEA51LIRE5 TO PROTECT THE UTILITY LINES 5HOWN ON THE5E 6.5' MIN, DRAWINGS. THE CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RE5PON5181UTY I G. WORK 51TE AND EXTERIOR 5TREET5 5HALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 5TATE, THROUGHOUT !q I FOR UTILITY PIPES. CONDUITS OR 5TRUCTURE5 SHOWN OR NOT SHOWN ON THESE p CONSTRUCTION. 517E 5HALL BE CLEANED UPON REQUEST OF THE INSPECTOR. SLEXISTING SURFACING DRAWINGS. °--------000 17. CONTACT ALL UTILITY COMPANIE5 A5 REQUIRED, 48 HOURS PRIOR TO EXCAVATION. vAa►ABS- LppB I Ax, q FLOW !.INE - CONTRACTOR BILITY FOR JOB 51TE COND T ONS DU LE THE COUOR5E MPLETE OF SURFACING MATERIAE. �- CONSTRUCTION OF TH15 PROJECT, INCLUDING 5AFTEY OF ALL PERSONS AND PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: \5EE NOTE 0 2 PROPERTY; THAT TH15 REQUIREMENT 5HALL APPLY CONTINUOU5LY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 5HALL SECTION DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER monow" HARMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION A. 5AN GA13RIEL VALLEY MUNICIPAL WATER D15TRJCT (818) 96.9-791 1 WITH THE PERFORMANCE Of WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY MR� BOB STALLINGS I . AR151NG FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FOR BA5E LINE ROAD CONSTRUCTION DRIVEWAY APPROACH 5HALL BE PAVED WITH PCC PAVING (MIN 8" THICK). 2 EXI5TING DRAINAGE FLOWLINE GRADE 5HALL BE MAINTAINED. DRIVEWAY APPROACH CONSTRUCTION B. VERIZON i-800-483-3000 5HALL NOT CAU5E CUTTING OR FILLING INTO ANY PORTION OF THE MAINTAINED ROADWAY. 3. WHERE EXI5TING BITUMINOUS OR EARTH BERM IS REMOVED, DRIVEWAY APPROACH 5HALL BE GRADED AND BENCHMARK: SPSN-01 I 0 C. SOUTHERN CALIFORNIA GAS COMPANY I-800-427-2200 RESIDENTIAL CONSTRUCTED TO AN ELEVATION EQUAL TO THE HEIGHT OF BERM REMOVED TO CONTROL DRAINAGE. I" ROUND HEAD BOLT STAMPED S.B. CO. BM 01 I 10 ON CONC. CURB AT 5/W CORNER OF 2 I G N. EUCLID AVENUE i-800-427-2000 COMMERCIAL 4. PROPERTY OWNER 5HALL BE RESPONSIBLE FOR MAINTAINING DRIVEWAY APPROACHES. ETIWANDA AVE ARROW RTE, I FT W OF CURB RETURN. ONTARIO, CA 91762 ELEV. 1 153.855 FT D. CUCAMONGA COUNTY WATER 1)15TRJCT (909) 987-2591 10440 A5HFOKD 5TREET RANCHO CUCAMONGA, CA 9.1730 D ETA I L 'A' E. METROPOLITAN WATER DI5TRICT (909) 593-7474 700 N. MORENO AVENUE N.T.S STREET TREE LEGEND 1A VERNE, CA 91750 STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY F. PACIFIC TELEPHONE COMPANY I-800-248-2800 SPACE G. ADELPHIA I-800-G2G-6299 PECAN AVE. ERIOBOTRIA DEFLEXA BRONZE LOQUAT TREE 3' 25' O.C. 15 GAL 5 (PORTION OF RED HILL) H. CHARTER COMMUNICATION (909) 987-6275 GG80 VIEW PARK COURT RJVER51DE, CA 92503 FOOTHILL BLVD CONSTRUCTION NOTES FOR STREET TREES: �h I . ALL STREET TREE5 ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. prr e SSS CITY OF RANCHO CCA O N GA ARROW Q Q ROUTE 2• PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC 5011-5 REPORT 5HALL BE THATCHER ENGINEERING oQ�- °Nq FURNISHED TO THE CITY IN5PECTOR. ANY UNU5UAL TOXICITIE5 OR NUTRIENT DEFICIENCIE5 MAY & ASSOCIATES, INC. MELVIN W. y Q PROJECT 517E REQUIRE BACKFILL 501L AMENDMENTS, A5 DETERMINED BY THE CITY(N5PECTOR. 345 5TH STREET, SUITE B. 0) THATCHE z STREET IMPROVEMENT PLANS 3. ALL 5TREET TREE5 ARE 5UBJECT TO IN5PECTION AND ACCEPTANCE BY THE ENGINEERING REDlANDS, CA. 92374 c3 a m mm�mz; DIVISION. (909) 748-7777 FAX (909) 748-7776 � � TITLE SHEET O Q WHITTRAM AVE. 4. 5TREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LAND PLANNING CMI. ENGINEERI s Q Q DS AP ARCHITECTURESUR EYI T��I CALL P STA 14 PECAN 5 5.7 3 TO 17+001 _9 O STREET TREES 5HOWN ON 5HEET 2. ro /L- 62-is O 'rI Melvin W. Thatcher, III R-C.E. 39964 Ex UNDERGROUND SERVICE ALERT 1'• Dec 31 , 2005 DRC 2002-00511 4TH STREET APPROVED BY Call:Toll FREE KEVI5ION5 CITY ENGINEER I$00 DE5IGN RECOMMENDED SAN BERNARDINO 10 fw( 227-2600 BK plo TWO WORIUNGa DAYS BEFORE YOU DIG DRAWN 5HEET "CAUTION":Remember that the U5A Center ��/ MAP notifies only thosa utilities bebngaig to 5W VI C I N I 1 1 M/V the center.There could be other utJfties ( OF 2 1997 THOMAS GUIDE N- present at the work site.The center wu inform you of whom they*A notify. CHECKED DRAWING NO. PAGE G03, J-3 I NTs ROW 2003-01232 DE5CRIPTION OF REV15ION DATE SPR. MWT DATE! FILE NO. 1914 12/04/03 5G82GR1 FF- EX 5T. TB t I ' L + �T_Fat R OED F.5. TO MET ! T. T ^ I , 2 �, +L Lr � � � m c) ^ H+ $ � � u _ � w (11 .5 J L _ OU) N U tJ �. � � � N Uz + — ts�ui _ - in10 _ U p IN $ m I .4 u ui F T C 2' T 2 " Iq w U + >n — ! T. B I R om _ + N PROFILE SCALE FF. �. 1'=20' HORIZ. 1+1 LLA I r I'=2' VERT. 13+00 14+00 15+00 16+00 17+00 18+00 W 4 z = 4 Q >- _ W ` � + % EX15T R/W - F Q EX15T RN r-n p 15TING 8' WATER O 15TING I" WATER PROTECT IN PLACE ch /'TEX015TT..MAACIN ERM 5ERVICE 0 EX15T A.C. qi/ BERM L 8 VV � ghA! 1 - EX15T. EDGE `�' 9 O EX15T. 51 A I — — — 1,4- OF PAVEMENT 15-- PECAN 1 6— A VENUE' N 0°04'00"E 9 17---X35 gF5 18-r 3 A 9 r S i O (3 2' �� 1ST. m _ Fc�i 225) /, r X35 B�5 FLOWLI NE p EX15T A.C. 21, x — RM '/ ' ,' - - _ Q� F 9 r �'EX 5 . A.C. • . EX15T R/W O . •�"Ch PAVEMENT-----" 37.09 JOIN-""' .. . MEET EXI5TING Q U EX15T R/W EX15T I _ az J PROPOSED 4' SIDEWALK S O� 5 �3s S3 _ y N Q w "� 3' ADDITIONAL = o o o O 0 0' Fc q 00 e ^ R/W DEDICATION a ; Doe -' _ i �„w z '�' z N o N °� U U PER 5EP DOCUMENT y- Lu Lu O O M 0.. • b u3 rc�>w a - x �o N �_ $ "' $ $ cn of .o Nt'' mfr g i —w �_ `� — — _ Q ch Z N t11 cn ap U V _ t�j ^ + a t j +p Q + �!- U Q N+� ��Q ~ D z I z CONSTRUCTION NOTES + � + '� $I;� ( + o 2 + �� � � � � ��� � g -�� `-°I�� � nz +�U'��o � � w B N � _2 I - L r - z ch o - cn u� cn z -- z ti - F- -0>->- in a U) F u7 �O z Oy cn . + in + � � ��' r \�� �• � a _ a + �o + �- Q o o _ z 0 TYP. 6 - W V w cn �-m m r- o z - o -v z ,� r w+n r N a c\j8 O olX q zLnN — + O INSTALL 0.42' A.G OVER 0.50' AGGREGATE BA5E (4313 5F) ` :2m �� "�� 7 ,j _ 4 uucq j z z z I _ aw � _ I O2 INSTALL 8'CURB * GUTTER PER CITY 5TD. (TYPE A2-8) a - cn a + a Iz ? p w Q � > cnm�n� o - 3 INSTALL SIDEWALK PER CITY STD.103 a � � u a ® INSTALL DRJVEWAY APPROACH PER CITY STD. 10 1 , TYPE C O INSTALL AC BERM PER CO. 5TD. 1 17 © I N5TALL STREET TREE5 PER NOTE5 AND LEGEND ON 5HEET I OF 2 THATCHER ENGINEERING Q��E 531 CITY OF RANCHO C U CA M O N GA O7 INSTALL CURBSIDE DRAIN OUTLET PER CITY 5TD. 107-8 q� & ASSOCIATES, INC. ��' MElV W. �y 345 5TH STREET, SUITE 8. i TH HE �= ® INSTALL 5800 LUMEN STREET LIGHT PER CITY OF RANCHO CUCAMONGA 5TD. REDLANDS, CA. 92374IN5TALLED 13Y 3 a m Q9 5 WCUT EX ST GEA.C.DPAVI�RDINATED BY DEVELOPER PAVING LEGEND (909) 748-7777 FAX (909) 748-777 ros STREET IMPROVEMENT PLANS I O REMOVE EXISTING A.C. PAVING —LAND PUNNING CIVI! ENGINEERI SJ IVIt * 8657 PECAN AVENUE /rFr AP ARCHITECTU SURVEYING- �l�qQ F�� STA 14+55.73 TO STA 17+00.00 OI REMOVE EXISTING A.C. 13ERM NEW AC cAt� �I I I R C. 39964 Exp. Dec 31 , 2005 DRC 2002-00511 Melvin W. Thatcher, © TO BE RELOCATED. POWER POLE RELOCATED BT SCE AND/OR OTHER UTILITY APPROVED BY PROVIDERS, PAID COORDINATED BY DEVELOPER REMOVE EX15T. SCALE.• 1"=20� REVISION) CITY ENGINEER 3 TO BE REMOVED 14 PROTECT IN PLACE SURVEY 8Y KRUEPER ENGINEERING & DE51GN RECOMMENDED v ASSOC. DATED 3/5/03 BK 5 INSTALL TEMPORARY D/W PER S.B.C. 5TD. 128A, (MOD) 5EE DETAIL'N, 5HEET I PCC 5/1A/ 16 INSTALL R2G(5). "NO STOPPING" SIGN D 20 40 60 DRAWN 5HEET 5W N POST 2 OF 2 17 INSTALL 4" SOLID WHITE CHANNELIZED REFLECTIVE 5TRJPE MARKER5 PER CITY 5TD. 133 CHECKED DRAWING NO. DE5CRIPTION OF REV1510N DATE CITY MWT IZC.E.NO. APPR. DATE FItE NO. 1914 r 12/04/03 5G82GR2