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HomeMy WebLinkAbout1607 GENERAL EDITINOTES '"� "'�`" 1. All WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 1 53-- �� 51 3 2 5- 3 CUCAMONGA STANDARDS AND THE STANDARD SPEC!FICA.TIONS FOR PUBLIC_WORKS ■ l 1 CONSTRUCTION - CURRENTON, INCLUDING ITS ANNUAL SUF'PLFMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. Hotw "VE""E IN THS CITY QF RANCHO CUCAMONGA = OFF-SMQUANTmES 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLFS, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE CONSTRUCTION NOTES & ESTIMATED QUANTiTtES 1. IMPROVEMENTS ON ROCHESTER AVENUE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 2. IMPROVEMENTS ON VICTORIA PARK LANE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO A COST TO THE CITY OF RANCHO CUCAMONGA. TR. 14534-1 TR. 14534-2 TR. 14534 VICTORIA PARK j STREET IMPROVEMENTS TOTAL UNIT SAT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PRO�CT E ON-SITE OFF-SIT ON-SITE OFF-SIT ON-SITE OFF-SITt LANE EXTENSION THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 1. CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) 27,690 -- 84,650 -- 48,535 -- -- 160,875 S.F. FACILITIES ARE SHOWN ON THESE PLANS. MFIRO LW CORRIDOR (ABANDONED) 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. 1,310 -- 4,384 -- 2,480 -- 20 8,194 L.F. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, wsnw Row Raw / 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 4,780 17,560 12,824 3,825 5,892 1,200 4,450 50,531 S.F. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 2 2 6 2 4 -- -- 16 EA. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES a 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. 852 -- 852 -- 1362 -- -- 3,066 S.F. SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A MODIFIED. (SEE DETAIL ON SHT. 1). 456 -- 4,712 -- 4,028 -- -- 9,196 S.F. GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES -MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. TR. 14534-1 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. 2 -- 7 -- 4 -- -- 13 EA. ��' 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR �- MAP ' + -- -- �DOUBLE 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 "CASE" AS SHOWN ON PLAN. 1 2 5 -- -- -- -- 8 EA. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. V cTom PA�c 11 13 x 15' RCB. - LAPS 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. 3 -- 7 -- 4 -- 14 EA. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING CB ,7 10. INSTALL STOP SIGN PER CITY STD. PL. 401-B. 1 -- 1 -- -- -- -- 2 EA. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE '�" ""' " 11. STENCIL "STOP" AND STOP BAR 1 -- t -- -- -- -- 2 EA. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE -.. , .�• P = - ----- MATERIALS AND/OR SURFACING. 12 12, CONSTRUCT 8" TO 6" CF CURB & GUTTER TRANSITION. -- -- -- 85 -- -- -- 85 L.F. � w 4 3 1 51 48 � 13. SAWCUT & REMOVE EXISTING PAVEMENT. -- 5,750 -- -- -- -- 450 6,200 S.F. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 47 VICTORIA PARK LANE EXTENSION ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL { J.5 14. SAWCUT & REMOVE EXISTING CURB & GUTTER. -- -- -- 90 -- -- -- 90 L.F. CONTENT AND GRADATION OF ASPHALT PAVING. `-- --{',;' S 2 1 8 2 52 49 ~ 46 ..aF; 13 15 SAWCUT & REMOVE EXISTING ROLLED CURB & GUTTER MEDIAN. -- 240 -- -- -- -- -- 240 L.F. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE = 6 8 1 3 5 8 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 45 50 STRIPPING PLAN 16. CONSTRUCT ROLLED CURB & GUTTER TO MATCH EXISTING ON VICTORIA PARK LANE PER DETAIL ON SHT.2 -- 340 -- -- -- -- 1,623 1,963 L.F. �a> SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ---- 17. INSTALL STREET SIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER 6 10 19 -- ®9 -- 4 49 EA. AN 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 17A. INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER W/6' MAST ARM TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING :ti 13 1244 17C. INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 SIGNAL AND/OR LIGHTING STANDARD POLE WITH 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY _ 11 10 9 8 7 g 5 4 41 42 43 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 14 SHALL BE CUTOFF TYPE WITH PHOTO ELECTRIC UNIT. TO BE INSTALLED WITH A SERVICE PEDESTAL. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 15 16 7 17 18 19 20 17D. INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 26 4-80 SIGNAL AND/OR LIGHTING STANDARD POLE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED '' 21 22 23 40 39 37 BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE r - ' S 38 WITH 15' LUMINAIRE ARM, 2" CONDUIT SWEEP, & FOUNDATION PER CALTRANS STD. PLAN # ES-6M LUMI- MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ` ° J �r 3 _ ' � z NAIRE SHALL BE CUTOFF TYPE WITH PHOTO ELECTRIC UNIT. TO BE INSTALLED W/ A SERVICE PEDESTAL. - .- - o z 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF --HUNPOCUrrL"" _ 36 x 18. ADJUST SEWER MANHOLE TO GRADE. 4 -- 8 -- 6 -- 2 20 EA. THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF '_ 2 9 F _� 19. ADJUST WATER VALVES TO GRADE. 3 -- 6 -- 4 -- -- 13 EA. CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY _ d THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE "" 2S 24 26 27 28 29 30 31 32 33 35 o Z 20. INSTALL 4" PVC. SLEEVE FOR FUTURE IRRIGATION FACILITIES. -- L.F. -- -- -- -- -- -- -- CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TR, 14534 o z 34 9 �( ;1����a�� '1' 0 21. INSTALL 6" PVC. SLEEVE FOR FUTURE IRRIGATION FACILITIES. -- -- -- -- -- -- -- -- L.F. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE • 9 CONSTRUCTED AT EACH INTERSECTION. ' , -- < r' 22 . CONSTRUCT 4" AC OVER 4" AB (AT VICTORIA PARK LANE). -- 12,900 -- -- -- -- 16,615 29,515 S.F. s. 4 5 6 7 8 9 10 11 12 13 14 x 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR }}' BB 62 4 0 23. CONSTRUCT ROLLED CURB TO VERTICAL CURB, C & G TRANSITION PER SIMILAR DETAIL ON SHT. 2. -- 112 -- -- -- -- -- 112 L.F. Bcn THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 15 ' 24. REMOVE EXISTING BARRICADE. -- 240 -- -- -- -- -- 240 L.F. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY A. "" 61 ENGINEER FOR APPROVAL. Y _ _ i z 25. REMOVE EXISTING 3" PCC GUTTER. -- 90 -- -- -- -- -- 90 L.F. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY ce /s i�l Is 16 ; 26. CONSTRUCT 15 LF - CURB TRANSITION FROM 6" ROLLED CURB TO 6" VERTICAL CURB & GUTTER THROUGHOUTCONSTRUCTION. T P N T F H M 49 w STATE, SI E SHALL BE CLEANED UPON REQUEST 0 THE ,r. 60 59 58 57 56 55 54 53 52 51 50 1 ! 47 w� PER DETAIL ON SHT. 2. -- -- -- -- -- -- 152 152 L.F. INSPECTOR. 27. INSTALL RITTERINGS GRASSING MAT. -- -- -- -- 960 960 S.F. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED v r 10 28. INSTALL BIKE LANE PER CALTRANS TRAFFIC MANUAL SEC. 6-43. -- -- -- -- -- -- 1,054 1,054 L.F. ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ,... 33 34 35 36 37 38 39 40 41 42 4317 45 46 17 29. INSTALL R-26 (NO PARKING) SIGN PER CALTRANS TRAFFIC MANUAL SEC. 4-28. -- -- -- -- -- -- 4 4 EA. ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- m FACTION OF THE CITY ENGINEER. 30. STREET EXCAVATION. -- -- -- -- -- -- 1,720 1,720 C.Y. UTLITY CONTACT B AFM- 'O°q 31. INSTALL CHAIN LINK RAILING TYPE 7 PER CALTRANS STD. Bt t-52. (SEIE S�er•r ti's) -- -- -- -- -- -- 34 34 L.F. CB CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. t - 32. RELOCATE EXIST. STREET LIGHT. 1 -- -- -- -- -- - 1 EA. 27 26 25 24 23 22 21 20 18 . i 28 33. EXIST. ROLLED CURB & GUTTER TO REMAIN -- -- -- -- -- -- -- -- SAN GhBRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 -- 30 MR. BOB STALLINGS 1 32 31 34. EXIST. AC PAVEMENT TO REMAIN -- -- -- -- -- -- --FOR BASE LINE ROAD CONSTRUCTION r STORM DRAIN . 3 35. FEATHER TO JOIN EXIST. PAVEMENT SMOOTH. -- -- -- -- -- -- -- -- GENERAL TELEPHONE 1-800-483-3000 36. RELOCATE EXISTING STREET LIGHT -- -- -- -- -- 1 -- 1 EA. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. METRO LINK CORRIDOR (ABANDONED) 37. INSTALL STREET TREES PER STREET TREES CONSTRUCTION NOTES AND LEGEND ON SHT. 2 OF 13 7 __ 72 __ 62 __ __ 141 EA. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. -- ONTARIO, CA 91762 -- - 38. CONSTRUCT METAL WITH BEAM BARRICADE PER CITY STD. PL. 131-B - -- -- -- -- -- -- -- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 STORM DRAIN IMPROVEMENTS 9641 SAN BERNARDINO ROAD 40. CONSTRUCT 18" RCP (D LOAD PER PROFILE). -- 17 123 -- -- -- 97 220 L.F. RANCHO CUCAMONGA, CA 91730 41. CONSTRUCT CATCH BASIN PER CITY STD. 300. -- 1 6 -- -- -- 4 11 EA. METRONP LITAN AVENUE (909) 593-7474 42. CONSTRUCT PIPE CONNECTION TO EXIST STORM DRAIN PER CITY STD. 328. -- 1 1 -- -- -- 2 4 EA. LA VERNE, CA 91750 INDEX MAP 43. CONSTRUCT MANHOLE NO. 1, 33" PIPE OR SMALLER PER CITY STD. PL. 318. -- -- 1 -- -- -- -- 1 EA. SCALE : 1" = 150' COMCAST 909) 983-9895 44. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331. -- -- 2 -- -- -- -- 2 EA. 1205 DUPONT STREET PORTION OF RED HILL) ONTARIO, CA 91762 45. CONSTRUCT 24" RCP (D LOAD PER PROFILE). -- -- 294 -- -- -- -- 294 LF. MARKS CABLEVISION 909 987-6275 46. REMOVE BRICK & MORTAR PLUG & JOIN EXIST RCP. -- -- -- -- -- -- 2 2 EA. 10808 FOOTHILL BLVD. #120 909 880-0222L E G E N D 47. CONSTRUCT 27" RCP (D LOAD PER PROFILE) -- -- 63 -- -- -- -- 63 L.F. RANCHO CUCAMONGA, CA 91730 48. CONSTRUCT CONCRETE COLLAR PER CITY STD. 328. -- -- 1 -- -- -- -- 1 EA. 9 DENOTES STREET PLAN SHEET NUMBER 49. REMOVE EXISTING 3' PCC GUTTER -- -- -- -- -- -- 80 80 LF Q F&OCATED 2 STREET UGHTI;AID 1 STW T TRFF ON LONDONDERRY CT.BY MDS CONSULTING 6/30/9"r 10 DENOTES STORM DRAIN PLAN SHEET NUMBER --- Q ADDED DETAIL FOR N►OFtK INSIDE THE SP.CF.CD.R/W(DAY CREEK CHANNELI 6/30/97 2 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS - - O TY- DENOTES PROPOSED STREET L)GHTS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIPTION OF REVISION DATE APPROVED: PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1 o9a°FES DESCRIBED AS FOLLOWS: Q�pFESS7�N DENOTES EXISTING srREEr LIGHTS ��Q ?�� °9 � NONE ��``Q��� C. �o �� CITY OF RANCH 0 CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES `? CO) R' �„ �' SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE W No �' No. 20596 r" m STREET IMPROVEMENT PLANS FOR BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 6__ DENOTES STREET NAME SIGN s Z� Exp, 9-30-97 THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS DATED TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON f'j CIY�t ESs, STANLEY C. ffE R.C.E. 20596 elm �* THESE PLANS. DENOTES STOP SIGN '� oQ QR( �H qTF COVER SHEETF GE.Vf QUO Y C ,y ��'� CALF ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ,lace s�C7�rn ,4 -Aa-;-,4W -OC SO. cy.Eo%soN.rccESS Foe 72y--14-1 00 s' PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS o `� i T ,H,r/,vrE,Y,�,r� ceE�v ce c. Cr Y Z�- TRACT NOS 14534- 1 , 14534-2 & 14534 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH J. e6MovE/STefET UGsT/N feovT of LOT$O 7-,e 14e�3¢ I .4DT05 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION rvol � e AOU4NTi7/ES BY MOS CONScrriNe. Se-5A4W s//r <;'I& 0/%2/99 0 S a GI O 3 AIW_-D 57%eZ7 L/G/175/N8/Ot EO/SON CORA/AOQ 70 S7,4C5-eY7 t-"5AW6WV(SNE) 1� ' /� APPROVED BY //�� DATE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S FOF CA1aF �^ csso«v�sreor c.w�/OEGE7E s7R.L7c C�3 snl 6stxJ<, srr 6s+so a/.t�/9k9 (� q� CITY ENGINEER _�� RCE 24953 AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH /ctsr*f mimraoewoLANE. s� S//r/2 r/vMa'G•oNszk77�l3. (ter( REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION - ---- - CITY OF RANCHO CUCAMONGA DESIGN _ _ o s c o N s v L rim• RECOMMENDED R.C. . .fes DC.A 5�t��g7 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Wflh*m 73X%"ft, S.N.mo CY,4�ys,� RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF SEE SHEET NO.2 FOR TYPICAL SECTIONS BENCHMARK NUMBER 163B M-a W,,, F, m,�,e THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS HELEVATION : 1297.297 DRAWN PLAWK45 ,� SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING AND DETAILS. 24' EAST OF � ETIWANDA AVENUE D.L. 1 13 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER f A OF AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 4490 VON KARMAN NEWPORT BEACH, CALIFORNIA 92658-7520 (714) 833 - 3600 AND 40' NORTH OF C BASELINE !,�� - - CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE BRASS BENCH DISC IN TOP OF NE END CHECKED! , ✓ RC£ N0 20596 DR�A/�W;1NG NO NEGLIGENCE OF THE OWNER OR ENGINEER. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE ' 'r t�ILE NO ! 7 PROJECT SHEET NO. OF 34036',SIP 1 04- 23-97 Y ` M SU.QF�D NOR_*14 7U ✓.OG. x G.L. Ff�'Q� 'TO SE ' AP?.Po.4c// µ, ,. ..�\ /.o' /Z' /Z' ZZ' G, f.fijL� p. fE rxor[77co /'1(/TN ; _Jux GAL7,RA/43 TYPE 7 Cy,4/N L-IlVk •l `j i EQU/f.STXJAN TXA/L • WP4050�,,r7// a a CONSTRUCTION NOTES FOR STREET TREES . r 7?7 7WI$ -VIMT 3�� A 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD PLAN NO. 510. ur,, K,A/L/Nb ��+' j {3� oF �v - 1395 6ts7-�uf9 o W ��� � 3to I ��� (� � 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS NOS. 502 0 Q,�., : �°� i I I� AND 505. ..: SFtws c�� U ?�j\ `tLt IZ)7� � � G`.t,ST TaBULAE .P.+/G//NO m I I 3. PRIOR TO THE COMMENCEMENT OF PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE Ile" 2 -7 �B p _ �� (- ( � CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, W it 2� 1 for yyALL AS DETERMINED BY THE CITY INSPECTOR. DRIVEWAY APPROACH ��'�.� I . i 1390 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. SECTIOdV - - 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LEGEND •e0llNG�p COS�LE/l7bNGr C",4,fN /19'i�t1X. Jlli�t? A' W/ �AD77/sT 7D • /2"�M,•taC. /yi4,vp P41c �1iY� /TTE.D J••MiIX. !/il.Pi.97�`?N v �y/ \ ALIO�D I N70T/Y GR./DE TO EL.6K.�9/.8 f 1385 �� �� NAME BOTANICAL/COMMON NAME QUANTITY SPACING SIZE it/oey PiICXEd MG3eTilR .To/.YTS. /N,SURF�1�'�.�L/OFIN Q G, / r0 TiyC4Po�,yT CURB TRANSITION DETAIL I BRIARWOOD PL., EDINBURGH PL., BRACHYCHITON POPLULNEUS/B011LE TREE MA�TA•2 �h a-Or 3 I 52 25' MIN. 15 GAL. Po% ey vocuf�E C�•4�.vr dt�/ - - _ \ J�q"�/P N.T.S. I DORCHESTER PL., HIPPARD PL., BY IVOZZIAfe 6.4Na 7AtU!0/G/YGy - - -- • ( LONDONDERRY CT., MONTBURY PL., M/XE.P 4r kk' AlO,$Tf-QQ 7,p4y5• ��/�` ` HILLHURST CT. 1. ( - G"M/N. CONC. BEO AEl�ESS��CaRB g _7 uvocP1•�rY caleacfs�v I 1380 ARDMOOR CT., STEGMEIR DR., ALBIZIA JULIBRISSIN ROSEA/SILK TREE 89 35' MIN. 15 GAL. IHUNNICUTT DR., PALMI DR., COBBLESTONE t MEDIAN 1 -� /O �`vU 6x/sT. DBG VAN FLEET DR. /3'X/5,i2G'B e \ X SECT/OYV :� Z /// `\ I _771a' _ -- __---� LEGEND r. ROAD BED WIDTH (3 'f0 �1 m p / \ TO THIS POINT 1 WLY R/w 100, E'LY R/w ���/ \\ - - - _ I DENOTES EVERGREEN TREE 50' 50' 6' MIN. LANDSCAPE 1 © SEC 7ON O Vii t) Z a .�• - _ • .- $,E. �• \ 3/8" LIP U saa�E ; //ae. / �, 3 DENOTES DECIDUOUS TREE :P EASEMENT / \ � "� �'�`'- `e" Al • 14' 36' 36' 14' \ .7% I�J Q to ' _ f EXIST. IMPROVEMENTS R=1" '!o .►.>, r ••� - ° VZ v 5 , b /b/ P A.C. yJ �Q ��� �� 4 Q .LOLLED C!/,PB X�5' ' X 6l .LOLLED C&AW 5 3 R=1" �l h� K. oO.�i .1Y U ill Z 3 li OY/T1f+e f Q / �\ N, 2� , c ° m / a z to �. EXIST. r-r Q to -` MEANDERING SIDEWALK I� �`6� h 1 r 0 9' I I I I� y� n 0 Q /e�1'v �e EL6�' P W IV\ I �1 �} (� N l} 0 ` 0/1CKOF/lPRON �(O� "� " 1% d� MEANDERING SIDEWALK 0 V \S 1 I'? r¢ + � N PER LANDSCAPE PIANS / •I�1���� o, ROCHESTER AVENUE rz'ovr�or' a '� xR -•.Q 3 ��. g n ^ rill, ` . 0,x,4/ry a oma.NOAf16 �.� o o I i p 6f . 6 ROLLED CURB DETAIL x Im I ►i `` iJor��' secFv �� o "Vi . � H ~w e-N-- G (EXISTING) 16 N v� m� ►3�° N 00 3 J N.T.S. (NTS) " 1 �_. © FRWrELEM770V A/N --� - 6 T _ _ - �e Sx 9 . . *4' P.U.E. AND 46' *4' P.U.E. AND L N �y��y �Z� 9 II R W SIDEWALK EASEMENT 3 �sz- filJEiN r SIDEWALK EASEMENT *, I 4' 5' 23' 23' , 4 .Si9/t�TANO ,e /?7 EX5 BL F P.U.E. & SIDEWALK EASEMENT EO I AC. Pr4/'BMc�-�/VT'�X-H/4TrN ,3 �X I I 5' 18' 18' 5' 1 ¢ 6 c.5>< �A � ez N '7 ,tG , GB rcK- 4.5' 6" I :_ mss= - /3 I _ J o , 10.50' N' -�J X01 '�' -�Q s' 6 J✓ �T AC�P/a v6M I �L I 1 3 - �STgpuND b �6' - - I �� �� 2' I O• O 3 � � 0.03' I o � O I S tl q / 2. L LINE 5 _ �,� / 4 FT 10. 1 �/� X• �o s Xr , csp�,y 7� ow`, c ��� - 10 _ �ocA 1.7% - - 1.79 z � � �� ¢ r; - K NE � WITH FRONT YARD �- ___--- ---- - WITH FRONT YARD R - ,st; � CONDITIONS 3 - -_- ---------� CONDITIONS � �� � VIO�RIA PA � /./8 � - r' '�• 3��saT � � -\,k * o 0 0 0 0 0 0 0 0 BE 6r THICK 0 000 3 CABBLESTCYVE t CURB DEPRESSIOIN - µ 2 2 �� © FNO - /� WR�� wDE1NALKITHIN MTOS OF DRIVEWAY SECTION A-A CONSTRUCTION NOTES 5 '�i � ' ��� 1 -� - ONLY. J TYPICAL SECTION T.I. = 5 ) O5 CONST.DRIVEWAY APPROACH 8 DEPRESSION PER CITY STD.PLJ01-A(MODIFIED- : 8 P� Icy wT� + ° 0 � �y 3 I SEE SECTION Q ABOVE. C h �s.`p 0 N (9 2 L � I ARDMOOR CT. STEGMEIR DR. HUNNICUT DR. VAN FLEET DR. �--- � v N � CT., f f 6 CONST AY DEPRESSION Y D�T� .DRIVEW PR ONLY PER DETAIL ABOVE. � 13°•� �� T� � � e 0 I I; BRIARWOOD PL. EDINBURGH PL. DORCHESTER PL. HIPPARD PL. a 5 �' I I z .I I PL., f f `� � UU (j► V o � 3 1 -I Y • •, \ Z Z 1 I A 10 CONST,COBBLESTONE PER SECTION�B ABOVE .�•• F¢ 3 I cD LONDONDERRY CT., MONTBURY PL., HILLHURST CT., PALMI DR. �. � � o � W w N z I I o I I REMOVE EXISTING SIDEWALK WITHIN LIMITS OF DRIVEWAY APPROACH. N 1I -t¢ '�°L ,l Q `� t �0 Ln x (NTS) CONST, 8" THICK SIDEWALK BEHIND APPROACH. 12 REROUTE SIDEWALK TO GO BEHIND APPROACH.THICKEN SIDEWALK TO 8" �1 `�,Tj� g,� GJ' A� 0 u 4 J V - �► � � � o ��� A A 170' 144' AND VARIABLE k �- �1 0 h h 2� 4.5 0.5 +, 1 l9 � F �4 J m > N �. •� l � I t o.8� Q VARIES 6' VARIES 22' OR 28' VARIES 22' OR 28' VARIES 4' 4' 10' VARIES 2. qX V � z%.�� I t9�' �p\ 4 V I - - 3 n * p /3 2% Z MIN. ill s x � o MEANDERING o ? ooh EQUESTRIAN `�z Q ~ 11 R 14 11 R 14 - \ice 13 I � � UNh v 20 11 OR 14 11' OR 14' 0 0 2:1 MA TRAIL. 4 .9 z MODIFIED DRIVEWAY APPROACH (21' OR 24' 21' OR 24' -lh I PO I I IN 6 LEFT TURN) LEFT TURN) 13�l,I� I �, 4Z4 &-/sT C4. ,�„r� CW V,- K. CITY STD. 101 -A, SPECIFICATIONS ALL APPLIES ' 2' 2' 2' 2' > � � � N.T.S. TRACT'S 14543-1 14534 2 2 2 e I�f� Il ¢ FT N70. F CSF E�3� MIN / U _ 0 PR - ti ROUGH GRADE LINE y u PCO BEY C M, ��F � o Oi4Y CRE6 CHilN/uEL P.V.C. EQUESTRIAN r �l No.?U-,96 W FENCE. 0/-,j- co _t 2' Z MEANDERING SIDEWALK 3 L<^S T - �' cWV i Y • J (0.26)' 0.30 oFCyAN,u� � ` / (0.06') J _. ;��� CITY OF RANCHO CUCAMONGA W x 2:1 MA 1 Jr (0.53 ) © ADDITIONAL WORK INSIDE S.B.C.F.C.D. _ ` oQ�oFESS/oNgl STREET IMPROVEMENT PLAN FOR �`` �( C. F` 2 M EASEMENT F RANCHO UCAMONGA 3. CITY 0 R C C 2:1 MAX. No. 20596 m DETAIL SHEET SCALE 40' BENCHMARK NUMBER 1638 - Exp. 9-30-97 CONSTRUCTION NOTES � E p � ELEVATION : 1297.297 �r F EXISTING IMPROVEMENTS - _ ' CI l �Q VI ( 24 EAST OF � ETIWANDA AVENUE TRACT 14534 1 14534 2 & 14534 S '9T � Ir MEANDERING 3 F ly �� Oi CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET) AND 40 NORTH OF Ck BASELINE qr Cp,L\E 0.3' VEE MIN. C M/N £ SIDEWALK R9 BRASS BENCH DISC IN TOP OF NE END OF LO 2O CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. APPROVED Y ' (sF�G?00j OF 4 x 2 CONCRETE BOX CULVERT ED 8 DATE., GR Nq O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CITY ENGINEER RCE 0 24953 N C ° 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. ADDED DETAIL FOR WORK INSIDE THE S.B.CF.C.D.R/W(DAY CREEK CHANNEL) 6/30/97 DESIGN RECOMMENDED 0 J !/� I✓Ol CONidL T/Ni © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A MODIFIED. (SEE DETAIL HEREON). wpms�cnon� -419 B �Ti4/L FOR so. G!. 4rO/SON y Z� � R.C. S "" "`O1 '01�� pGp, S/r5/qT i1CCBSS FdR T/YE/.P nso�a 14 aw so F" a,0u, •,•r,G R�1♦ Fl1t CI-0!1• SECTION-VICTORIA PARK LANE TYPICALA O16 CONSTRUCT ROLLED CURB & GUTTER TO MATCH EXISTING ON VICTORIA PARK LANE CRYlslp i BY MOs co�lsu� c- DRAWN SHEET wr.ww afs-� �rw PER DETAIL HEREON. 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LONDONDERRY CT. - � m)l '4 ��dr CiVI'► ��� (TRACT 1534) (1 RACT 1534- 1 ) (TRACT 1534) F i0 SAV - , _ � I 14 C1.JJ2P ADJACENT SIMWALK SMALL F3F- KEPT' CLEAIR OF ALL I-iL 1 /Ae0VE G�0F_ F�ACILiTIF5 INCLUPING P5WT_ Nor LJM ITro To cuRVE TABI E STREET" Lb*-Pl FIRE NYDRANT51 MAJL. 5OXE5, ETC, CITY OF RANCHO CUCAMONGA-# A R L T � A 89-57 ' 05' 27 . 00 ' 42 : 39 ' 26 . 98 ' STREET IMPROVEMENT PLAN FOR CONSTRUCTION NOTES : B 22'21 ' 11 ' 112 : 00 ' 43 . 70 ' 22 . 13 ' TRACT 14534- 1 & 14534 00 , 1 1 0 : 03 ' 80 . 86 ' NOTES ON DRIVEWAY LOCATIONS H�..LHURST COURT MONTBURY PL O CONSTRUCT 3„ AC OVER 4' .AB. (INTERIOR STREET) 11 STENCIL 'STOP' do STOP BAR D 16'21 '54' 1 12 0 0 ' 31 , 99 , 1 6 . 1 0 ' THE DRNEWAYS, STREET TREES, AND STREET LIGHT'S LOCATIONS �, ' E 209-25 '47- 3 8 : 0 0 ' 138 . 9 0 ' 144 . 6 9 ' SHOWN HEREON ARE PRELIMI NARY AND MAY BE SUBJECT TO O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 12 CONSTRUCT 8° TO 6" CF CURB do GUTTER TRANSITION. 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A 122 28 26 B 90°24 ' 18' 4s . oo ' 71 oo ' 45 , 32 ' STREET IMPROVEMENT PLAN FOR O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET) O c 90°24 ' 18' 29 . 00 ' 45 . 76 ' 29 : 21 ' , � VESS,°Nq TRACT 1 4534-2 & 1 4534 17 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY D 6°2 0 '37' 24 0 0 . 0 0 ' 265 , 72 ' 133 : 0 0 ' ( CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. DEVELOPER - E 112°58 '26• 27 , o o ' S3 , 24 ' 4 0 : 77 ' NOTES ON DRIVEWAY LOCATIONS N�``�Q���� c, �1e_ 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 18 ADJUST SEWER MANHOLE TO GRADE. F 86 35 ' 18 27 . 0 0 4 0 , 8 0 25 , 4 4 ' No. 20596 m EDINF�URGH PL., D R HE TE 19 ADJUST WATER VALVES TO GRADE. ° THE DRIVEWAYS, STREET TREES, AND STREET LIGHTS LOCATIONS ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. O G 9° 1 1 ' 01 ' 1 02 , 0 0 ' 16 . 35 ' 8 , 19 ' SHOWN HEREON ARE PRELIMINARY AND MAY BE SUBJECT TO o� Exp. 9-30-97 -0 PALMI DRiVE O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. � INSTALL STREET TREES PER STREET TREES' CONSTRUCTION NOTES AND LEGEND ON SHT. 2 OF 3 H 85°49 '58' 45 . 0 0 ' 67 4 1 ' 4 1 . 84 ' CHANGE. FiNAL LOCATIONS WILL BE �• CIVIL �* I 106°20 ' 14' 58 : 00 ' 107 . 64 ' 77 , 44 ' • PERREYI510N5TOFOL�y. q�F� CAL�E © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A MODIFIED. APPROVED BY DATE: (SEE DETAIL ON SHT. t}. J 85°49 'S8' 27 , 0 0 ' 4 0 . 45 ' 25 : 1 0 ; O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. K 0'26 ' 05' 24 18 , 0 0 ' 18 . 35 ' 9 . 1 7 DE GN NGINEER - - RE 0 MENDED L 4 15 '44 2382 , 00 177 . 19 ' 88 . 64 CITY OF RANCHO CUCAMONGA NOV CONSUL T/Ne 9O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. M 9 0° 0 0 ' 0 0' 27 , 0 0 ' 42 . 4 1 ' 27 . 0 0 ' R.C. �` " • .� OGA S�15/q• 17170.,►.,°�LI.= (7141 a1-=I _ �'v t 0 INSTALL STOP SIGN PER CITY STD. PL. 401-8 N 1 09°59 'S9' 58 . 0 0 ' 1 1 1 . 35 ' 82 , 83 ' BENCHMARK NUMBER 1638 DRAWN #.,a*2 4 � �-00I. SHEET 11 STENCIL 'STOP" & STOP BAR D 1 0° 0 0 ' 0 0' 1 02 . 0 0 ' 17 , 8 0 ' 8 : 92 ' ELEVATION : 1297.297 ' 12 CONSTRUCT 8" TO s" CF CURB & GUTTER TRANSITION P 93°3 0 '37' 27 , 00 ' 44 . 07 ' 28 . 71 ' 24' EAST OF � ETIWANDA AVENUE D.L. 9 OF 13 ° AND 40' NORTH OF � BASELINE CHECKED DRAWING NO. 0 86 29 23 27 , 0 0 4 0 : 76 25 , 39 BRASS BENCH DISC IN TOP OF NE END CITY 0 20596 15 SAWCUT & REMOVE EXISTING ROLLED CURB & GUTTER TRANSITION. R 9 0° 0 0 ' 0 0' 45 . 0 0 ' 7 0 , 69 ' 45 : 0 0 ' OF 4' x 2' CONCRETE BOX CULVERT DESCRIPTION OF REVISION DATE APPROVED S.C.M. 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