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HomeMy WebLinkAbout1647 CITY o f RANCHO C UCA MONGA GENERAL NOTES 1- ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 6th SI 1TEET --SURJEC7- - n5 AND THE�AIVPARO__P IFI ATIONS FOR PUBS/C WORKS_ �, 1► CUCAMONGA �TANDAR� -- - - CURRENT EDITION INCL UDING ITS ANNUAL SUPPLEMENTS OF 9 ST, p CONST C V -; AMENOMEN ONTAA �R S a LL BE A4/ILIAR WT AND SHALL BE pESPO.NSiBLE FOR ADHE'rENCE : THESE�STANDA9 S ANL�SPECIFICATIONS F)PIIVA_ W Z 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER F/ I A�18- ZMETERS VAL VES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE- DONE EDONE SHALL BE THE REMOVED. REPLACED, RELOCATED OR PROTECTED /N PLACE AS 4tt �� RA. 0 "A P Nc>w 6REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM/L lAR/ZE H/MSEC F WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EX/STING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR Freeway NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. C It 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 70� CA co'', R� ERPr � oI�T� NIR . E G NEE INC DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES VICINITY I SHALL BE SET AT ALL HINGE PO/NTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF r ICIN1I 1 1TY MAP SUB-GRADE ELL-VAT/ON AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING SECT/ON 15, TOWNSHIP 1 S, RANGE 7 W, S.8.M. STAKES MAY BE REOUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. N.T.S. 6. ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS MAINS, OR 6th S T R E E T CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH 8 CKF/LL, COMPACT/NC ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACT/ON TESTS SHALL BE PR/VA TE ENG/NEER'S NOT/CE TO CONTRACTOWSI CITY AGENCYSUBMITTED TO THE CITY ENG/NEERING FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATER/ALS AND/OR SURFACING. 7. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVE BEEN CORN£RPO/NT£ 257, LLC CITY of RANCHO CUCAMONGA 8 AT THE COMPLETION OF PAVING, A MATER/ALS REPORT SHALL BE SUBMITTED TO THE INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARE SHOWN 24005 VENTURA BOULEVARD 10500 CIVIC CENTER DRIVE CITY ENG/NEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY HEREON. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL CALASASAS, CALIFORNIA 91302 RANCHO CUCAMONGA, CALIFORNIA 97730 ■ 0/L CONTENT AND GRADATION OF ASPHALT PAV/NG. UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. TELEPHONE (818) 591-2500 TELEPHONE (909) 477-2700 ■ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO HE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR AND/OR REPLACEMENT LISTING ALL TESTS OR DETERM/NAT/ONS COMPLETED TO VER/FY. R- OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGED BY HIS OPERATION /N THE CITY ENGINEERLISTING CIVIL CONNECTION WITH THE LIMITS OF THIS PROJECT. ENG/NEER SOILS ENGINEER VALUE, SIEVE ANALYSIS AND SAND EOUIVALENT OF AGGREGATE BASE . _ -_ - POPPKRELD COURT 2. EX/STING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESS LOCKMAN & ASSOCIATES INLAND FOUNDATION £NG/NEER/NG, INC. 10. PAl9NG SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS OTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EX/STING UTILITIES NOT 10281-A TRADEMARK STREET 1310 SOUTH SANTA FE AVENUE TAKEN TO DETERMINE STRUCTURAL SECTIONS. COVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF RANCHO CUCAMONGA, CALIFORNIA 97730 SAN IACINTO, CALIFORNIA 92583 • THE RESPECT/VE UTILITY OWNERS AT THE EXPENSE OF THE DEVELOPER TELEPHONE (909) 944-6988 TELEPHONE` (909) 654-1555 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA77VE SOIL WH/CH CONS/57S OF A W ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH 3. THE CONTRACTOR SHALL BE RESPONSIBLE- FOR THE PRESERVATION OF ALL, /F ANY, W BROOKV/EW J PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED EXISTING SURVEY MONUMENTS. J CT SHADOWSROOK DR. 2 WITH A FINE GRADE MATER/AL OF A OUWITY BETTER THAN THE NAT/VE MATERIAL. Z 12 IF 7HE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS STER/CANT 4. THE CONTRACTOR SHALL POSSESS AVAL/D STATE CONTRACTOR'S LICENSE AND SHALL 14 REGISTERED BY THE EP.A. FOR USE UNDER A.C AND P.C C SHALL B£ UN/FORME YAPPL/ED BE THISREORED TO POSSESS A VALID CITY BUS/NESS LICENSE WH/LE PERFORM/NG WORK AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT W/DTH PR/OR TO ON THIS PROJECT L g _LLL PAVING. MORNING HEARTHSIDE CT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REOU/RED PERMITS BR 3. T/MA ES IE OF OUAN77T/ES /S PROVIDED Y THE-E ENG/NEER N O L Y FOR THE CONVENIENCEPRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. 7 i OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 6TH ��" CONSTRUCTION O/ANT/T/ES BEFORE SUBMITTING A BID. ANY /FEY OF WORK Rf-OUIRf-D BY . E CONTRACTORS) AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE INDEX TO STREET IMPROVEMENT DRAWINGS � Q THESE PLANS WHICH IS NOT SPECIFICALLY LISTED /N THE ESTIMATE OF QUANT/TIES SHALL RESPONSIBILITY FOR ✓OB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON - - - BE CONSIDERED IC INCLUDED /N THE OTHER ITEMS OF WORK ■ L JJ OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS � REQUIREMENT SHALL APPL Y CONT/NUOUSL Y AND NOT BE LIMITED TO WORKING HOURS SHEET 1 TITLE SHEET BUTTONWOOD 2 ■ ■• 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 7. THE CONTRACTOR SHALL DEFEN /N N/ OLD POST OR CT � CONSTRUCTED AT EACH INTERSECT/ON D, DEM FY, AND HOLD THE OWNER AND ENG/NEER SHEET 2 TYPICAL STREET SEC770N AND KNUCKLE DETAIL � ~ v �``� v L r v v HARMLESS FROM ANY AND ALL L/AB/LITS, RELATED TO OR ALLEGED, /N CONNECT/ON o V 1 p 3 2 5.. CITY APPROVAL OF PLANS DD NOT R ? ES O ELIEYE 1HE D P R £VEL 0 E FROM R P ES ONS/B/L/7Y WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARTS/NG SHEET 3 PLAN and PROF/LE - LIVE OAK DR/1/E Sto 1+00.00 to Eta 5+52.46 c� FOR THE CORRECT/ON OF ERROR AND OM/SS/ON DISCOVERED DURING CONSTRUCT/ON FROM THE SOLE NEGLIGENCE OF THE OWNER AND/OR THE ENG/NEER. p = CA UPON REQUEST THE REOU/RED PLAN RE-VISIONS SHALL BE PROMPTLY SUBM/TIED TO 7NE SHEET 4 PLAN and PROF/LE - HEARTLAND PLACE, Sto 1+00.00 to Sta 5 F28.20 p pR. OQ CITY ENG/NEER FOR APPROVAL. 8. LOCKMAN & ASSOCIATES WILL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR HOMESTEp� THIS /MPROVEMENT PROJECT ANY ADDITIONAL STAKES RE-OU/RED SHALL SE THE BROOK DR/VE �'� 16. WORK SITE AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD FREE, RESPONSIBILITY OF THE CONTRACTOR AND ARRANGEMENTS SHOULD BE MADE WITH THE W p SHEET 3 ORDERLY STATE, THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REOUEST ENG/NEER FOR ADDITIONAL STAKES. THE CONTRACTOR SHALL NOTIFY LOCKMAN & Z p � %, OF THE INSPECTOR. ASSOCIATES AT LEAST FORTY-E/GHT (48) HOURS PR/OR TO ANY STAKING. 2 _ 17 CONTACT ALL UTILITY COMPANIES AS REOU/RED, 48 HOURS PRIOR TO EXCAVA770& 9. CADASTRAL INFORMA77ON SHOWN HEREON /S FOR GENERAL INFORMATION PURPOSES cc ONLY SHOULD ANY DISCREPANCIES AR/SE IN THE HORIZONTAL LOCATION OF THESE p L lVE OAK s� V Q Ilk IMPROVEMENTS AS SHOWN HEREON AS COMPARED TO THE FINAL MAP, THE FINAL MAP ARBORGLEN DRIVE r ' o SHALL GOVERN ALL CONSTRUCTION STAKING FOR THE HORIZONTAL LOCATION OF Z u THESE IMPROVEMENTS SHALL BE BASED UPON THE RECORDED F/NAL MAP. SHEET 4 o SPECIFICATIONS 1D. UNAUlTsROR/ZED CKANGES � U5E5.•THE ENG/NEER PREPAR/NG THESE PLANS W/LL NOT � UTILITY OWNERSH/P = r 7.0 ALL WORK SHALL BE PERFORMED /N ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BE RESPONSIBLE FOR, OR LIABLE FOR,PLANS MUS ZED CHANGES TO OR USES E . (SSP.W.C.), 7997 EDITION, INCLUDING ALL SUPPLEMENTS THERETO AND THE STANDARD PLANS FOR PURL/C WORKS THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE � SHADOWGROVE Z7?; VE SHADOWGROYE OR/VE CONSTRUCT/ON, CITY OF RANCHO CUCAMONGA. APPROVED BY THE PR£PARER OF THESE PLANS. STORM DRAIN: CITY of RANCHO CUCAMONGA (909) 477-2700 Z 10500 CIVIC CENTER OR/VE Z TT- k I I I 2.0 SUBGRADE PREPARATIONS _TFFI 11. THESE PLANS ARE HEREBY MADE A PART OF THE SPEC/FICAT/ONS AND CONTRACTUAL RANCHO V I CAMONGA, RIVE RN/A 91730 k AGREEMENT. f 3 Q O � p 2 1 AL L SUBGRADE PREPARATION SHAL L BE DONE IN CONFORMANCE WITH SEC770M 301-1 OF THE 55 P W C SEWER: CUCAMONGA COUNTY WATER DISTRICT 12 987-2597 Z v 12. THE CONTRACTORS ATTEN77ON /S EXPRESSLY DIRECTED TO ALL THE REQUIREMENTS 9641 SAN BERNARDINO ROAD WO 2.2 ALL SUBGRADE PREPARATION SHALL BE PERFORMED UNDER THE DIRECTION OF THE SOILS ENGINEER, AND CERTIFIED AND PROVISIONS OF THE STATE OF CAL/PORN/A SAFETY REGULATIONS CONFORMANCE RANCHO CUCAMONGA, CALIFORNIA 9 1 730-0638 GLENAIRE COURT SPRINGBROOK CT. SPRINGBROOK DR/VE PR/OR TO THE PLACEMENT OF ANY BASE MATER/AL. THERETO SHALL BE STRICTLY ENFORCED DURING THE ENTIRE L/FE OF THE CONTRACT. ■ CH/NO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 2.3 RELATIVE COMPACTION FOR THE FINAL PREPARATION OF THE STREET SUBGRADE SHALL BE PERFORMED PURSUANT TO SECT/ON 301-7.3 OF THE S S.P.W.C. 13. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION DOTS/DE OF THE 9400 CHERRY AVENUE �A �'I'" PROJECT AREA UNLESS APPROVED OTHERWISE BY THE C/TY ENG/NEER. ALL AC/CONCRETE FONTANA, CALIFORNIA 92335 3.0 CRUSHED AGGREGAIF BASE MATER/AL REMOVALS ARE TO SE DISPOSED OF OFF-517E 4 t h S T R E E T WATER: CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 J. I ALL CRUSHED AGGREGATE BASE MATERIAL FOR STREET IMPROVEMENTS SHALL BE /N CONFORMANCE WITH SECRON 307-2 74. THE CONTRACTOR SHALL REVIEW AND VER/FY ALL CONDITIONS AND DIMENSIONS AT THE 9641 SAN BERNARDINO ROAD (UNTREATED BASE) OF THE S.SP.WC. ✓oB SITE BEFORE COMMENCING ANY PORTION OF THE WORK, COMPARE ACTUAL RANCHO CUCAMONGA CALIFORNIA 91730-0638 ' CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH WORK IS TO BE 32 UNTREATED BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER, PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING STRUCTURES, EOU/PMENT AND CHINO BASIN MUNICIPAL WATER DISTRICT (909) 357-0241 CITY OF RANCHO CUCAMONGA. UTILITIES WH/CH MAY AFFECT WORK COMMENCEMENT WORK SHALL CONST/TOTE FULL CHERRY AVENUE A INDEX MAP 3 3 CRUSHED AGGREGATE BASE MATERIAL SHALL COMPLY WITH SEC770N 200-2.2 OF THE S S P W C. ACCEPTANCE OF EX/ST/NG SITE GOND/T/ONS. THE CONTRACTOR FONTACTOR SHALL REPORT ALL FONTANA CALIFORNIA 92335 DISCREPANCIES TO THE OWNERS ENGINEER PRIOR TO THE COMMENCEMENT O F WORK METROPOLITAN WATER DISTRICT (909) 593-7474 N. T.S. 3.4 THE RELATIVE COMPACTION OF ALL BASE MATER/AL SHALL NOT BE LESS THAN 95 PERCENT (EXCEPT IN THE AREAS BACK 15. CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD WORKERS AND 700 NORTH MORENO AVENUE OF CURB) AND SHALL BE CERTIFIED BY THE SOILS ENGINEER THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF CONSTRUCT/ON, LA V£RNE, CALIFORNIA 91750 MAINTAIN THE JOB SITE IN AN ORDERLY` CLEAN MANNER THROUGHOUT THE COURSE OF 4.0 ASPHALT CONCRETE PAVEMENT WORK AND NOT BLOCK LEGAL EXITS AND ENTRANCES, LEAVE WORK AREA CLEAN, FREE GAS: SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 4.1 ALL ASPHALT CONCRETE PAVEMENT SHALL COMPLY WITH SECT/ON 302-5 OF THE SS.P.WC. OF DEBRIS AT THE END OF EACH DAY, COMPL Y WITH ALL APPL/CABLE CODES. £L£CTR/C: SOUTHERN CALIFORNIA ED/SON COMPANY (800) 655-4555 4.2 ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN TWO (2) COURSES THE BASE COURSE 7N/CKNESS SHALL BE AS NOTED 16. ABBREV/STAND /ND/GATED CA THE PLANS SHALL BE /N ACCORDANCE W/TH SECT/ON 1-32 7951 REDWOOD AVENUE CONSTRUCTION ITEMS OUANT/TIES ON THESE PLANS AND SHALL BE B-AR-4<" AS SPECIFIED /N SECT/ONS 203-1, 203-6 1 AND 203-6.3.2 OF THE S S P W C. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (S.SPWC). FONTANA, CALIFORNIA 92336 - ---- - THE TOP AND FINAL COURSE SHALL CONSIST OFA ONE (1) /NCH THICK LAYER OF D?6 1 AND AS SPECIFIED T S AID 17 CIRCLED NUMBERS (FOR EXAMPLE, � ) REFER TO CONSTRUCT/ON LEGEND NUMBERS. TELEPHONE• GENERAL TELEPHONE COMPANY (800) 483-3000 SECTIONS. O1 CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BAS£. 26,460 SF 4.3 PR/OR TO THE PLACEMENT OF THE FINAL PAVEMENT COURSE AS SPEC/PIED /N PARAGRAPH 3.2, A TACK COAT SHALL BE 18. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL CARL£.• COMCAST (909) 983-9895 OPLACED PURSUANT TO SECT/ON 302-54 OF THE SSP.W.0 IF SECOND COURSE OF AC /S PLACED WITHIN 24-HOURS EXISTING UT/LITS LINES AND PUBLIC IMPROVEMENTS PRIOR TO EXCAVATING. THE 1205 DUPONT S7PEET 2 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6, PER CIN OF RANCHO CUCAMONGA . 1,580 LF OF THE FIRST COURSE OF AC, THE TACK COAT MAY SE OMITTED. CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECT/ON OF ALL ONTARIO, CALIFORN/A 91761 STANDARD PLAN 104: W = 24' (INCHES) UTIL/T/ES. 5.0 PVAIZAND CEMENT COAMCRE7F - PORTLAND CEMENT CONCRETE (PCC) FOR CURBS, WALKS, GUTTERS, AND CROSS-GUTTERS MARKS CABLEV/SION (909) 987-6275 13 INSTALL STREET NAME SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401. 1 EA SHALL SE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 3-INCHES AS SPECIFIED IN SECTION 201-1 OF THE SSP.W.C. 10808 FOOTHILL BOULEVARD fI20PLACEMENT OF PCC SHALL COMPLY W/TH SECTION 303-53 THROUGH SECTION 303-5.5.4, INCLUSIVE, AS SPECIFIED /N THE RANCHO CUCAMONGA, CALIFORNIA 91730 15 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDEWAL K, W=4' (FEET), PER CITY OF RANCHO. . 6.320 SF S S P W C CONCRETE CURB AND GUTTER AND CONCRETE CROSS-GUTTER SHALL BE PLACED UPON CRUSHED AGGREGATE BASE CUCAMONGA STANDARD PLAN 103 16 INSTALL R£FLECTANT MARKER PER CITY OF RANCHO CUCAMONGA . . . . . . . . . . . . . . . . . . . . . 2 EA BENCHMA_RK_ STANDARD PLAN 134 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF .RANCHO CUCAMONGA . . . . . . 24 EA C/TY OF RANCHO CUCAMONGA STANDARD PLAN 107. W = 16' (FEET) DESCRIPTION OF REVISION DATE CITY BENCHMARK No. 9 19 INSTALL 5800 LUMEN STREET L/GHT, PER CITY OF RANCHO CUCAMONGA STREET 7 EA APPROVED RAILROAD SPIKE /N POLE No. 97773E LOCA7ET LIGHTING STANDARDS (paid for by developer, installed by SCE) AT THE NORTNEASTERL Y CORNER OF 6th .STREET AND ARCH/BALD AVENUE CITY OF RANCHO CUCAMONGA 21 REMOVE WOOD BARRICADE . EA ELEVA TION.- 1061.054 . . . . . . 26 INSTALL STREET TREE SEE NOTES ON SHEET 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 EA EX/ST/NG SURVEY MONU/NFNAT7ON TSTREET IMPROVEMENT PLANS F - - - - OA I HEREBY CERTIFY THAT / HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORO(S) THAT COULD BE DISTURBED BY TI-115 for PROJECT ALL SAID MONUMENTS WHICH T L/ST OF STANDARD PLANS CURRENTL Y EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED As FOLLOWS- TRACT N o. 5727-6 (private) - - -- - STANDARD PLANS FOR THE CITY OF RANCHO CUCAMONGA, MAY 1992 EDITION- QROF ESS/p QROF ESS/p 107 DRIVE APRPOACH & o o SIDEWALK NONE � , LOC � sw,L9uR�4� fi TITLE SHEET Underground Service Alert 102 HANDICAPPED ACCESS RAMP �9 I ` �7l j ' / - � �� � � � � APPROVED BY: DATE �_�� 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL ` ` R.C.E. 2 49 5 3 FORe DATED: �J�3�� �, c _ �., CITY ENGINEER �-�� c 0� '0 104 CURB AND GUTTER-BARB/ER - No. 42485 z R.C E 10290 �0 Cell: TOLL FREE 106-A CROSS AND LONGITUDINAL GUTTERS 1 1 00 * * Exp. 3/31/00 * DESIGN PREPARED IN THE OFFICE OF RECOMMENDED L.A.O. LOCKMAN & ASSOCIATES A / 131-A WOOD BARB/CADS �� 1 l/ 1-800 �fq C I�I 1�- ��� ��9 CIV I� �\� 10 811 NA TRADEMARK SULTING ST. RANCHOERS CUCAMONGA. CA. 1� 134 INSTALLATION OF REFLECTANT HYDRANT MARKERS 307 LOCAL DEPRESSIONS AT CATCH BASINS l� OF CA�� l� OF CA���` OWN. TEL (909) 944-6988 FAX (909) 948-8508 SHE£ OF 422-4133 L.A.O. 1 4 401 STREET NAME SIGN / SIGN POST INSTALLATION � -' / CHK. BY: _ rte---HARLES W. LOCKMAN R.C.E. 42485- DWG. No. - TWO WORKING DAYS BEFORE YOU DIG C.W.L. DATE NOV iggg FILE No. 95-3438 1Q47 PROJECT SHEET No. OF SCALE 1 " = 20' o' 20' 2 3-1 a N Int = Sto 5*52.46 LIV! OAK DRIVE N = Sto 5*28.20 Hecrtlond Ploce r. o rn r• R( C, CROWN 1030. 67 26 % / �� o / ��, 103 60 �J 15 / 'O�o�4 5itiq= / � � � � Iv 14 030.62 TC '100 oo • o \ �k 2 - . 1o3a 4s rc j \\ 00 �><� • A 1 o • u' P F 2 /� • Q � � 1019 75 01 ®w / L Y j ry ONO 1029.72 i 15 Q 26 hx Vlk 26 2 26 � I � 6 2 1100 oo � 2 1 15 ,$ 00, 26 0 IMUCKL E DETAIL P Live Oak Drive and Heart/and Place !' CONSTRIIC TION ITEMS STREET TREE NOTES U CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED AGGREGATE BASE R� i" R� 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE W/TH CITY STANDARD PLAN NO. 510. DESCRIPTION OF REVISION DATE CITY soAPPROVED 0 CONSTRUCT CONCRETE CURB AND GUTTER, TYPE A2-6 PER CITY OF RANCHO CUCAMONGA 12" 36' 72' 2. ALL STREET TREES SHALL SE PLANTED AND STAKED ACCORD/NG TO CITY STANDARD PLANS STANDARD PLAN 104: W = 24' (INCHES) I 18' Nos. 502 AND 505, AS PROXIMITY TO HAROSCAPE DICTATES CITY OF RANCHO CUCAMONGA � 18" I @5 CONSTRUCT 4' (INCHES) THICK P.C.C. SIDE—WALK, W=41 (FEET), PER CITY OF RANCHO 1 I 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL CUCAMONGA STANDARD PLAN 103 SE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT ---AC PAVEMENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY. THE STREET IMPROVEMENT PLANS 206 INSTAL C STREET TREE SEF NOTES ON SHEET 2 1/4' PER i 1/4' PER CITY INSPECTOR. FOOT SLOPE �, - 7.'Z. 1 ' "- F00T SLOPE for TRACT No. 15727-6 (private) 4. ALL STREET TREES ARF SUBJECT TO INSPECT/ON AND ACCEPTANCE BY THE ENG/NEER/NG D/VlS/ON. 15 4. _' '»i'i'i j 4 15 S/w �_ --CRUSHED S/w 5. STREET TREES ARE TO BE PLANTED PER PUBL/C IMPROVEMENT PLANS ONLY Y. ROf ESS I p,� TYPICAL SECTIONS 2 - SUBGRADED AGGREGATE BASE 2 Q I L SUR R �o F AND DETAILS , (_ APPROVED BY: /, DATE., Underground Service Alert TYP/CAL STREET SECT/ON A s. 424 * ' �' CITY ENGINEER, Z � � � �- � _ � y l ,� �,,�"' R.C.E. 24953 F TYPE STREET NAME BOTANICAL/COMMON NAME QTY SPACING SIZE - - -— �� -- — - --- - - Exp. 331�00 - - L LOCAL INTER/OR STREETS 2 C� * DESIVN FRLPAREL, IN rHL Jl` KA cF RECOMMENDED Q o Cell; TOLL FREE N. T S. A LIVE OAK DRIVE P/STAC/A CH/NENS/S/CHWESE P/STACHE 1 20' 0.c. 75 GAL f� �Q' D.L.M. LOCKMAN & ASSOCIATES �(( ` B HEARTLAND PLACE RHUS LANCEA AFRICAN SUMAC F11 2O' O.C. 15 GAL. q ciVi� CONSULTING ENGINEERS AND PLANNERS 11 T Z=J•0 / 10281-A TRADEMARK ST, RANCHO CUCAMONGA, CA. 1-800 F of ca���o DWN. TEL (909) 944-6988 FAX (909) 948-8508 SHEET-4' OF 422-4133 D.L.M. _2 4 CHK. BY: DWG. No. TWO WORKING DAYS BEFORE YOU DIG CHARLES W. t CKMAN R.C.E. 42485 C.W.L. DATE 1998 FILE No. 95-3438 X647 PROJECT SHEET No. OF I TOP of NORTHERL Y CURB ; I R FIE SCALE _ . I Ri-0°58.g :80 a R 38.x' _t-16x' HOR/Z. 1' = 40' �- - . . _ _i _. , _ _ ... .,.i --.. I VERT. 1' = 8' __ �. _ - . i v [` ((�� i m W >Z1 r\ k W, N W W _ I I ; . O . O ., .. i _. .. _ _ 1025 _ _ _, _ , a ,.. ;_ � � d o � o � o 0 0 0 0 � Q � � 102$ . . ; , I 1 -11 -11 I ; ,fl . ° .. � � ' • - -- - _ , W , chi : W W a . .; . . _ .- - p,cN ab _:_ . _, ,� v . t) e e e ,� ro _ _ _ _ . c5 �u W �i ; __ : _ - . - _ - ._ . : 4 : . _ - . _ _ ! { I i �. �. +. , O D ; . 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I -f y j i 1 i . . { . , ` i ; i /_ P-1028.58 : 1 ' I i C NtR4C R T WER/ PR/ R I 1 o d b _ - _i. .- .-_ _. _.x _ - _._.._.. _- _.._ - ,_ ... _ ._._t _ _. __ ._ __ _ ._ __ - _ -.. n.._. _ .-- __ -.- .._ _ _.. -. - --_. - - .1 ITO BEG/N /NG CONSTRUCT/D N1 . - 6 C.F. i t : _ . r . - . DOUBLE VFRT/CAL SCALE , . . : _ i + I _...-,._ .1 + _. t -.-----------.--L--.-,.-, - _ 1+00 2f 00 3+00 4+00 5f 00 6+00 7+00 o �' f Int = Stc 5+52.46 L/VE OAK DR/VE -- i '''�,, - - - -- 17, f Int = Stc 5+28.20 Heort/ond Ploce L*---%,-- le'!I1 ... SCALE Sheet 5 of 6 26 n A 23 1 " = 40' OraWtng on 1629 + , ` � See Tract 15727-3 Q � � �,- { 17 CONSTRUCTION ITEMS Heetherbrook Pace - a } 22 �. 'v � P 60 \`� 1h `G CONSTRUCT 3' (INCHES) min. AC PAVEMENT OVER 4' (INCHES) CRUSHED Or 40' 6 17 + n X 1 AGGREGATE BASE 0 g 24 6 30' 30' ) 1 7 t Q 21 0 Uzi �to kX9y• O RANCHOCONSTRCT CONCRETE CUCAMONGA STANDARD PLAAND GUTTER, SPE A2-6, 6.(INCHES)CITY OF 12' 18' 18' 12' ZQ _0 m a' 0 2 ( CES) I I I IkA Cl) Q5 17 m 1 7 W 1 7 m 1 9 2 6 26 .0. - I 5� G 13 INSTALL STREET NAME SIGNS PER CITY OF R4NCHO CUCAMONGA STANDARD PLAN 401 Q11 to N. p cV 2 6 d 2 6 w �� 25 k 15 CONSTRUCT 4- (INCHES) THICK P.C.C S/DEWAL K, W=41 (FEET), PER CITY OF 1•( I _ d ^ N w ;'' - - . 1 �G RANCHO CUCAMONGA STANDARD PLAN 103 J 0 11 I t4i e "N Q r< O Q Q ^ to $ Q Q, v 1 5 � �' I I � 1 f + 1700%4 � o+ + 18 .� 19 �, m � - "I s\ �X t 6 6 ��, 1 6 INSTALL REFL ECTANT MARKER PER CITY OF RANCHO CUCAMONGA I I I A �+ ++ N N u k N CN �, + CL Q H g 4, - x k ! 1 STANDARD PLAN 134 I. I I I c I I 1 Ezi a p I� �'' ,, % A oo \ t X V 1 1 1 � O p O r �� �� O , �/ 55 W/ \ �O 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA I I•I cn 1 I � y" �51 �` 5 2�/ C{.� 2 5 �► STANDARD PLAN 101.' W = 16' (FEET) i �' Int = St0 1(00.00 LIVE OAK DRIVE_. I I 1 1 I � 1 `J 2 N 6 2 �,`� \ H 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CUCAMONGA STREET f Int = $t0 3+88.69 Heotherbrook Place I I \ i \` • \ ���\ \ LIGHTING STANDARDS (paid for by deve%per, insto/%d by SCE) I { Q f\'� \ G,•/4+ • • Im r. \ �3`� 21 REMOVE WOOD BARRICADE I•.I I i � D0 VN o \ J J I'1 I ii �� B C I viv i �' 4 4+_/ fa ! a � \ '� 2 6 INSTALL STREET TREE SEE NOTES ON SHEET 2 Z 2+00 8 •52'45' W 1 34 ss w 15 '� � 1�� 11.. N 05155114t. wON �� I I I I " • = 2' E F w- I • < 90 26 X X 7-i �� \\\��\ \ 1$ , L -- D --- - --- 16 --- h \ 111 ------~ w--- - o 0 11 p h w c0 \\\� 1$ 0 �t (-) N �� b 0! I I I I C,C,<` 15 Q �m A 26 26 13 ��� A o J 1 1 1 y /� �o : 40 +�, ``4. 12 l 19 1O �� 6o 1 I I 1, I ( O � odi Q Q Op "� W. of N Q D 'fit 5� i 1 .1 I `.1 { v Q 00 In N 15% Q + + ~ �, 19 �15 11 1 I I ao � + + 6 + Q � 17 1 w ►� 13 2 �o 11 ! 1 1 � + N � N �� � 14 � o 0 I -1) Q 1 1 t � 0 16 Q- 0 0 0 -t) � In ww ti �} � p i �I t% 2 6 2 6 _` ' 111 4m (n 17 17 1 1 l CITY + 1 g 1 7 16 DESCRIPTION OF REVISION DATE APPROVED J =3 1 I 1•t � 17 I1 0 1 l CITY OF RANCHO I'F 1 � C O CUCAMONGA 1� 18' �� �� 21 CURVE TABLE 3d I VC>jA K � - o R L T STREET IMPROVEMENT PLANS 30' 6 0' Place - A n9°4139 2700 32.84 18.80 for TRACT No. 15727-6 atherbr°°k fl:3 0 1PI V He t 157�7�3 $ee Tractt B 5 28'24" 318.00' 30.38' 15.20" Drawtn9 °" 1629 LIVE OAK DRIVE (private) 5 o t 6 C 5'25 24" 300.00' 28.66' 14. 34` 4510 ESS/p Sheet D 528'24" 282.00' 26.94' 13.48' ���� S*\LBUR�� <e, Sta 1+00.00 to Sta 5+52.46 E 22°14"46" 318.00" 123,47 62.52` i ���` �k ��'� APPROVED BY: DATE . '- ' - 11 Underground Service Alert Q , , - -- �EFORE� F 22°1446' .300.00' 116.48' 58.98' CNo 48#5+ z " CITY ENGINEER �- :_ ;_�r_ :� >7 ' _ C R.C.E. 24953 C= DESIGN RECOMMEN D � ✓ PREPARED IN THE OFFICE 0� Q �o Call: TOLL FREE G 22°14'46' 282.00' 109.49' 55.44" * Exp. 3 31/OO L LOCKMAN & ASSOCIATES U \,� H 10°00'00' 102.00 17.80 8.92 f \, 71R. D.L.M. CONSULTING ENGINEERS AND PLANNERS P ��l 1-800 1 89°41"37 58.00 90.80 5759 �9l Civ 1� Q��\ DWN. IOTEL 90 TRADEMARK ST. RAFC(HO9C09C9 CUCAMONGA, SHE OF � OF CA��� D.L.M. ( ( ) 3 4 422-4133 -- ----- CHK. BY: '`'r w%- DWG. No. CHARLES W. IOCKIMAN R.C.E. 42485 h TWO WORKING DAYS BEFORE YOU DIG C.W.L. 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't- '! - - -1 - -� - - +- `� .{ , _ .�- 1 i _. _ < -_�. _. .- _ -..-.. .�_ _ . „ CONMACTOR T© VT , P�?/Oi4 . I _ . I 6 C F P/ 1026.57 TO BEG/ N/NG CONSTR T/O ' i N DOUBLE VERT/CAL SCALE , , - , - _ _ _ + - a . _ a . _ : . 1 6f 00 5f 00 4+00 J+00 2f 00 1+00 'in 4(::rj, �, I � F F i '. __j" - IV-I b "4 rjr]01PwiV**,V4,!7- CONS TRUCTION /TEMS , (5 // ��f CONS IRU 7 ?' (INCHES) min. A PA l/EMENI v l/ER 4` (INCHES) CRUSHED A .69 -i'll 10/S AGGREGA TE B4 SE b S���o�Ocf -,S1 ?9 RANCHOCONSTRCT CONCR�7Lc MONGA STANDARD PLANAND T 104. WPE 24"6 PER INCHES CITY OF 17 16 17 9rOV ?�� ( ) Q 2 6 2 6 1 7 1 g 21 �� 6 O' O�//i�p 15 R.4NCHOCONSTRUCUCAMONGAH STANDARD PLAN 10) THICK PC C AL K, W=4' (FEET, PER CITY OF 17 y (VV !�+- 30' 16 INSTALL REFLECT4NT M,4RKER PER CITY OF RANCHO CUCAMONGA 17 26 27 W � 28 s �~ 29 e � _ h� /� 1� STANDARD PLAN 134 Q 17 1 g N VOi n' X e h. p� / / // 1?• N y O 4 p (F I ., ) / / / 17 CONSTRUCT CONCRETE DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA -4 fi rt p p 26 .� Q �, (� X 30 // /•� // STANDARD PLAN 101: W = 16' (FEET) _ 0 _ �' Q � p 70 7 .__ 1 W 1 5 '� . // / / / /// 19 INSTALL 5800 LUMEN STREET LIGHT, PER CITY OF RANCHO CU64MONG4 STREET •/ V- � + �` �_p Q� EOU � Q //./ / // // LIGHTING STANDARDS (pold for by deve%per, insto/%d by SCE) • / / c /// 21 REMOVE_ WOOD BARRICADE 25 ce♦ t113 o rn • _ l l / `' % // l// L� Int = Sto 1+00.00 HEARTLAND PLACE / / 26 INSTALL STREET TREE SEE NOTES ON SHEET 2 24 A 16 3700 A � - -- - y( /:/�� .......... f Int = Sto 6+6.3.52 Shodowgrove Drive � - -.. % Ilk � B SS_�.2�0p y� l/ /// Int - Sto 5728.20 HEARTLAND PLACE • v f Int = Sto 5752.46 Live I Drive _ Q C _ &Llil l/ // 1 _ 1 c.� ---- _- w 2 / �! 4+00 R ------- v I / / • • / // l, ♦ • / / �' - - �15S \ � 1 5 \ Q 11 //� J If) 23 . / i�� � W %W o m ' '�'�;