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Home My WebLink About1993 { Es TIMA TE OF 0 UA N TI TIES: G NERAL NO TES INSTALL "F.C.C. CURB W124"P.C.C. GUTTER PER CITY STANDARD /04 A2-8 61808 LF I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO P CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2 INSTALL F.C.C. CROSS AND LONGITUDE GUTTER PER CITY STANDARD Co6�A 3,400 SF ® R R I - LL BE FAMILIAR WITH AND SHALL q INSTALL 5`"A.C. OVER 4"AGG. BASE 87,000 SF CONSTRUCTION CURRENT EDITION. CONTRACTOR SHA A . 0 BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFCCA TIONS. `� ' INS 4„ „ C4 000 SF ® R A IA.C. OVER 4 GG. BASE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER PALES, WATER � � � - 4 INSTALL P.C.C. DRI VEWA Y APPROACH PER CITY STANDARD 101-A,« PER PLAN 4/ EACH METERS, VA VES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WI THIN . INSTALL P.C.C. SIDEWALK PER CITY STANDARD l05 241575 SF THE RIGHT-OF-WA Y LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE o ! INSTALL F.C.C. KANDICAPPED ACCESS RAMP PER CCTV STANDARD 102 9 EACH DONE SHALL BE REMOVED, REL OCA TED OR PROTECTED IN PLACE AS REQUIRED A T NO m W COST TO THE CITY OF RANCHO CUCAMONGA. p _ - -- - _. �- ..:m.--. . m m m m . gip ' R 7 INSTALL STREET LIGHT, 5800 LUMENS, HPSV B Y S.C.E.; PAID AND COORDINA TED BY DEVELOPER 25 EACH R "ET 5SHEa ►P5 j . — — — — — — — A q 7A INSTALL STREET LIGHT, 9500 LUMENS, HPSV Y S.C. ,° PAID AND COORDINATED BY DEVELOPER. EACH J. ANY CONTRACTOR P RFO MING WORK ON THIS PROD CT SHALL FAMILIARIZE HIMSELF ` ` I " a W/TH THE S1 TE AND SHALL BE SOLA Y RESPONSIBLE FOR ANY DAM GE TO EXISTING a q . R R _ INSTALL STREET NAME SIGN PER CITY STANDARD 40/QA, 40I�B 6 EACH B ® . . I . R A R ,.�.�R ., LU fA FAC/CITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER QR �� I a R ...... .. .... .q.�m�. ....mu ® ; sm...m...m. ..nm" . . x I INSTALL PAINTED `STOPW/l' STOP BAR 5 EACH NOT SUCH FACIL I TIES ARE SHOWN ON THESE PLANS. INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401- 5 EACH - 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING (� R � � s � }q . � �; � � � � _ � � I = // ADJUST SEWER MANHOLE TO GRADE 1 EACH DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHOJL R a. .. a m a a m a a a..... m ama.a m.m m m 0 m mm a m.m. . .mm..Aam mm. . ..m...mam.a, R ...m... m..m.....wm.a..®.m..m a LL CUCAMONGA EASEMENT OR RIGHT-0E-W4Y. p 12 INSTALL STREET TREES, PER STREET TREE SCHEDULE AND STREET TREE`S CONST NOTE ON SH T 1 177 EACH � � A q q R q R REMOVE BARRICADE I EACH 5. ALL GRADES STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PA VING STAKES a R . ... SHALL E SET A T ALL HINGE POINTS, EDGE OF PA VEMENT POINTS WITHIN 0.0/ FOOT OF R *21 R R 14 ADJUST WATER VALVE TO GRADE l4 EACH ... �.............. .....mma m.. aam...I a.ma..... .aa..amam..am..m ►I SU GRA E ELEVA TION AND A T NOT MORE THA T 50 FOOT INTERVALS. ADDITIONAL PA VING I t II l5 INSTALL W55 (50") SIGN AND POST 4 EACH STASH S M Y E REQUIRED Y Cl T Y ENGIN RAS NEEDED A T WARPED OR VERTICAL / /3 INSTALL CURBSIDE DRAIN OUTLET-LOW CAPACITY PER CITY STANDARD 107-A 5 EACH CURVE AREAS. � _ � ® _ I7 SAW CUT REMOVE AND REPLACE AC PA VING LS LL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR ° ..gym.,a .� ... " ' I INSTALL R26 SIGN ON STREET LIGHT POLE 6 EACH CROSSINGS SHALL BE CONS TRUC TED PRIOR TO PA VING. I I 7. COMP C TION TESTS OF EMBANKMENT CONS TRUC TION, TRENCH BACKFILL, COMP C TING INSTALL / "RCP STORM DRA IN (CL Ass IV) 115 LF ORIGINAL ROUND AND ALL SUBGRADES SHALL BE PERFORMED A T NO COST TO THE CITY �'' SEE SHEETS 9.AND l FOR SO OF RA NCHO CUCAMONGA. A WRI TTEN REPORT W1 TH THESE COMPACTION TESTS SHALL BE l INSTALL 24"RCP STORM DRAIN (D LOAD PER PROFILE) 466 LF SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE " 3 INSTALL 30"RCP STORM DRAIN (D LOAD PER PROFILE) 957 LF MA TERIALS AND 1 OR SURFACING. ` ! 3 INSTALL 56 RCP STORM DRAIN (D LOAD PER PROFILE) 4 LF T THE COMPLETION OF PA VING A MA TERIALS REPORT SHALL E SU MI T TE TO THE 34 INSTALL 54"RCP STORM DRAIN (D LOAD PER PROFILE) 255 LF 8. A , CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY 3 CONSTRUCT TRANSISTION STRUCTURE NO. 3 PER CITY STD. 336. I EACH OIL CONTENT AND GRADA TION OF ASPHAL T PA VING, EXISTING STORM DRAIN 3 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD. 33/. I EACH . FRIOR TO INS TALL A TION OF ANY PA VING, A MA TERIAL S REFOR T SHALL BE SUBMI TTED I 3 CONSTRUCT MANHOLE NO. I PER CITY STD, 518. 7 EACH TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMFL E TED TO VERIFY �.. --- - -__= --- --_= - C EACH NSTRUCTCoNCRETE COLL LENT OF AGGREGA TE BASS -- -- -- SIEAR PER CITY STO. J29. VE ANALYSIS AND SAND EQUIVA __ 3 CONSTRUCT CATCH BASIN PER CITY STD. No. 300 (WIPER PLAN) 8 LOCAL DEPRESSION CAsE E PER CITY STD. No. 507 6 EACH 10. PA VING /AL L BE PERFORMED IN A CCORDNICE W/TH R-VA UE AND PA VEMEN T TES TS Sxrs r 48"S.D. 4 CONSTRUCT MANHOLE No. 2 PER CITY STD, NO, 519 1 EACH OA TAKEN T --ERMINE STRUCTURAL SELECTIONS (PRIOR TO FINAL PLAN APPROVAL). 1/. EX MAP WHEN IMPROVEMENTS ARE TO E PLACED ON NA FIVE SOIL WHICH CONSISTS OF A ___ 1".7200' ". ' ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WILSON AVENUE WI TH A FINE GRADE MA TERIAL OF A QUAL I T Y BET TER THAN THE NA TI VE MA TERIAL L. 12. IF THE ASFHAL T CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANTPRIVATE ENGINEERS TRE .__ EDULE S1 TE REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AN C.C. SHALL B UNIFORML Y ADPLIED _ SYMBOL QUANTITY BOTANICAL NAME COM Io A __ _ SIZE _ TREEr _ _ MIS GROW SPACE PACING AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WI TH PRIOR THE XISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES O STRUCTURES _.. .._..___ _ SHAWN ON THIS PLAN ARE OBTAINED BYA SEARCH QF AVAILABLE RECORDS: TO THE TO PAVING. 5I LAGERSTROEMIA INDICA "TUSCARORA " CRAPE MYRTLE HYBRIDtl INK 4"Box LACK CREEK COURT 3' 20' OC ii`� I BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON RANCHO VISTA PLACE THESE PLANS. THE CONTRACTOR IS REQUIRES TO TAKE DUE PRECAUTIONARY METHODS 15. ESTIMA E OF QUANTI TIES IS PROVIDED BY THE ENGINEER ONL Y FOR THE CONVENIENCE E R STRUCTURES NOT SHOWN ON OF THE DEVELOPED'. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF TO RQTEC T THE UTILITIES SHAWN AND OTKSR LlN S O MEN I ONE:1 THESE PLANSr , Egig CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 3/ MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBACK 15 GAL. SEBISCUIT COURT 5 30' O.C. THESE PLANS WHICH IS NOT SPECIFICALL Y LISTED IN THE ESTIMATE OF QUANTITIES PEDDLE HILL COURT AMBER LANE LQSKALL BE CONSIDERS AS INCLUDED IN TKE OTHER ITEMS OF WORK. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELA TED BANYAN STREET TO THESE PLANS SHALL CONDUCT THEIR OPERA TIONS SO THAT ALL EMPL QYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS l4. STREET SIGN PE CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401- AND 40/-B 90 CHIONNTHU RETUA CHINES FRINGE TREE 15 GAL. CHURCHILL DRIVE 3° LL BE CONSTRUCTED A T EACH INTERSECTION. AND SUBCONTRACTORS SHALL COMPL Y WITH THE '"OCCUPA TIONAL SAFETY AND HEALTH 20` 0.C. r, SHALL C N NORTH BEND COURT REGULA TIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELA TIONS "CONSTRUCTION 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY SAFETY ORDER". THE CIVIL ENGINEER SHALL NOT BE RESPONS113L E IN ANY WA Y FOR THE MA FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATION L SAFETY STATE HIGHWAY 50 UPON EQUEST THE REQUIRED FLAN REVISIONS SHALL BE PROMPTL Y SUBMITTED TO THE AND HEAL TH REGULA TIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELA TIONS g.. 'CONSTRUCTION SAFETY ORDERS". £j CITY ENGINEER FOR APPROVAL. CoNsTRumolv NOTES FOR HIGHLAND AVENUE 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEA T, CLEAN, HAZARD FREE, CONTRACTOR FURTHER AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. ORDERL Y STA TE THROUGHOUT CONS TRUC Tl aN SITE SHALL BE CLEANED UPON EQUES T RESPQNSIBI L/T Y FOR JOB SI TE CONDI TIONS DURING THE COURSE OF CONS TRUC TION OF OF THE INSPECTOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PRQPERTY� TKAT THIS 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL E FURNISHED TO THE CITY INSPECTOR, REQUIREMENT SHALL PPL Y CON TINUOUSL Y AND NOT BE LIMN TED TO NORMAL WORKING ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES M4 Y REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE HOURS, AND THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOL L OWING UTILITY COMPANIES Cl T Y INSPEC TOR. AND THE ENGINEER HARMLESS FROM ANY AND ALL L 1ABIL I T Y, REAL OR ALLEGED, IN S REQUIRED, 2 WORKING DA YS PRIOR TO EXCA VA TION $' CONNECTION WITH THIS PROJSCT, EXCEPTING FOR L IABIL l T Y ARISING FROM THE SOLS .,� NEGLIGENCE OF THE OWNER O ENGINEER. J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE Y THE ENGINEERING DIVISION .__ _ _ .___ 1 THE FINAL OR SURFACE LA YER OF ASPHAL T CONCRETE ROAD A Y PA VEMENT - 0T TO SCALE r r of ' 6...�;�> R �.��u �� `e E� SHALL NOT BE PLACED UNTIL ALL UTIL I TIES AND UTILITY LATERALS WITHIN THE ROADWAY 4. STREET TREES ARE TO BE PLANTED PER PURL IC IMPROVEMENT PLANS ONL Y, t �c R aTaaa a 9 f moo; "44 a s R t AMW fWTI.Er HA VE BEEN INSTALLED, ALL ONSI TE IMPROVEMENTS ARE REMOVED AND REPLACED A T THE DIRECTION OF THE Cl T Y ENGINEER ApPe �merr 10,0,-EA1 YA mon. &9 L. k /A—L PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: r r e DESCRIPTION OF REVISION DA TE Cl T Y APPR awo CUCAMONGA COUNTY WATER DIS TRI C T aEESsr 9641 SAN BE NARDINQ ROD __.______ ____ ...____.__ ___._____ _ 4��L � � � o CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CA 9/730 1 HEREBY CERTIFY THA T I HA VE IDENTIFIED ALL SURVEY MONUMENTS OFR COR (S) THA T COULD BE DISTURBED BY THIS ~ � G`� _ UN (909) 987-2591 PROJECT. ALL SAID MONUMENTS WHICH CURRENTL Y EXIST IN THE FIELD RE SHOWN ON THESEPLANS N ARE RCE 37893 �' ► STREET AND STORM DRAIN IMPROVEMENT PLAN FOR, DESCRIBED AS FOLLOWS: EXP. DATE: 31MAR057 U_ tit IR y nn SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICTr 9 � j Z MR. BOB STALL INGS - FOR BASE 1. NONE Crvz� �� <Cl�3 > U u TRACT No. 16466 LINE CONSTRUCTION (818) 969-7911 °� C��-tF� t-'Vg METROPOL I TAN WA TER DISTRICT t F.O. BOX 54I33 ., � DATE. �� LOS ANGELES, CA 9oo54 DA TED.'—-_ _______________._____- __.____.____.__ __ __.__._____ ___ _____.._.._______.___.________ APPRovED (909) 5937474 EXT 6461 _____.______..___ MICHAEL ENEsH, L.S. 5649 CITY ENGINEER: �� _�� ry _ � ��..��.�. RCE NO. .�24 953-- - on . ®- DESIGN.` PREPARED ." RECOMMENDED NOTE: UNDERGROUND ALERT CONTACTS: GENERAL TELEPHONE -- ET "BRASS DISK IN Top OF CoNC, RAILING STAMPED "CITY OF RANCHO CUCAMONGA BM 10068 1987" MLB MLB ENGINEERIN SOUTHERN CALIFORNIA EDISON A T THE wEsTERL Y END OF HIGHLAND A VENUE BRIOGE ovER ETIwANDA CREEK, A T THE SW'L Y CORNER OF Engine a DRA WNr SHEET.- SOUTHERN CALIFORNIA GAS COMPANY BRIDGE. Professional Civil Engineers and Land S ors 11B CABLE COMPANIES, boa South Andre sen rive,site Escondido, e 9 029 CHECKED: MIC L L. BENESH, R DRAWING No. ELEvA TION - 1404.554 Phone 760 741-3577 FAX 760 897-2 .65 E-Mail:l�LL3eneshC �c ell.net MLB REG, EXP. 3131105 190, j PROJECT SHEET No. R/W R/W R/w R/W R/w R/VV 55' (PUBLIC 41GHr of wAY) ---TR No. 16466— - 84' (PUBLIC RIGH OF WAY) VARIES 66' To 93'( LIC RIGHT OF WAY) TR No. 16466 25, 30' 44' 40' VARIES 33'- 46' 33' 24'1 20'f — 20'# - 20 VAR ll'-1$'-- VARIES 22' - 2$' 22' 11'— 15' PRIVATE EQUESTRIAN TRAIL– I 7' 1$' -- 1$' f2' .5' 8' - ' S�f- M/N " 5.5 , 5,_� 5 �� fo11N 3"AC/4'AB (0R 7.5' 4'- v 5 6 EXISTING PAVEMENT 4 AC/4 A.B (OR \ p v ( I C�` � 15.5f � PER SO/LS REPORT) �. PER SOILS REf'bRr) \ BIKE PATH Exlsr. PAVEMENT Cn /n �N� 90 M/N 5 MAXLIT, 0 o 15.0 h- 4 `� $" WATER MAIN \_4"PCC SIDEWALK - ONE SIDE ONL Y (T YP.) "PCC SIDEWALK (T YP.) 39"SD 4"FCC SIDEWALK (T YP.) f_ 12" WA MAIN W " T " " 12 TYPE "AZ-$" CURB TYPE AZ-$ Ex. COBBLE CURB (TYP.) °: $ CUV� 8 GUTTER (TYP.) TYPE A2-8 CURB CURB & GUTTER (Typo.) " Q � EX. COBBLE CURB (Typo.) �8 SEWER MAIN & GUTTER (Typo.) DAMAGED PORTIONS OF EX. CURB j 8 GUTTER (TYP.) To BE REMOVED 8 REPLACED PER CITY STD. 105-30 X. $"SEWER MAIN L'sluoogrcrss A-voer-ff--lftufoe 42" WATER MAIN C vistcr • RESIDENTIAL STREET (PUBLIC) --- PICIC40 Et iwcl"cfcr A voo r I n = 6. 0, R = 74 RESIDENTIAL STREET (PUBLIC) Tl = S. O, R = 74 RESIDENTIAL STREET (PUBLIC) T1=7. 0, R=74 R/w R/W R/W R/w R/w R/W 60' (PUBLIC 11GHT OF WAY) VARIES 55' MiN (PUBLIC RIGHT OF WAY) ' --60' (PUBLIC i 11GHr OF WAY) 30 30' VARIES 25' MIN. 30 30 30 12' l8' 18' - 12' _ VAS 18' rI8 l2' l2' —I$' I$' 12' 7' Min! _ 5 - 5' 5 , "A C/4"AB (OR � 7.5' 4'- 4' -7.5' and 3"AC/4"AB (0R A5' --4' , p�' � I i-7m/ 3"AC/4"AB (OR 7.5' 4' p� �p �� PER SOILS REPORT) ,L\ PER SOILS REPORT) �� q->�- PER SOILS REPORT) �\� � of 296 2% 1.1% \gyp 1.796 - 0.5'- 8" WA TER MAIN 4"FCC SIDEWALK (T YP.) 8" WA TER MAIN 4'y PCC SIDEWALK - ONE SIDE OmY (T YP.) 12 9 8" WA TER MAIN \_4"PCC SIDEWALK - ONE SIDE Ox Y (T YP.) TYPE A2-8 L /2' � _ TYPE AZ-$ l2' 9- TYPE A.2-8 CURB 8 GUTTER (Typo.) TYPE "A2 $" CURB CURB & GUTTER (Typo.) TYPE "A2 $"CURB CURB 8 GUTTER (Typo.) " TYPE "A2-8"CURB �$"SEWER MAIN 8 GUTTER (TYP.) �8"SEWER MAIN 8 GUTTER (TVP.) 0$ SEWER MAIN 8 GUTTER (TYP.) ® p4ebblorC17111 Y® k.-Opl (eclb- 11 RESIDENTIAL STREET (PUBLIC) RESIDENTIAL STREET (PUBLIC) RESIDENTIAL STREET (PUBLIC) n = 5. 0, R = 74 Tl = 5. 0, R = 74 Tl = 5. O, R = 74 R/W R/V✓ R/W 1� R/W 53' (PUB IC RIGHT OF WAY) 56' (PUBLIC A IGHT OF WAY)- 25' - 28' 28 28' -- 18' 10' 10' l$' - 18' - IO' 51 .51 M114 3"AC/4"AB (OR 5.5' —4 � �p� � 4 ��"� 3"AC/4"AB (OR � -5.5' --4 \ �q PER SOILS REPORT �\ v eROFEsstpyr2 PER SOILS REPORT) ) DESCRIPTION OF REVISION DATE CITY APP � 2% 2 2% 1.7% /./� �.gyp f 3 �p� RCE 37693 \ 5 A CITY OF RANCHO C UCA MONGA yf 5 y �� •5 EX?. CATE:31`1AR05 5 .5STREET IMPROVEMENT PLAN.• • • � $" WATER MAIN " � 8" WATER MAIN " T"�/j�ycg►J G CSI C>l'1.� 4 P C' SIDEWALK - ADJACENT To LOTS l-4 ONLY (TYP.) --12' 4 PC SIDEWALK - ADJACENT To LOTS l-4 ONLY (TYP.) I�– T TYPE A2-$ �` 12 � "A2-d' " TYPE Al-2-8 TYPE "A2-$" CURB CURB 8 GUTTER (Two.) TYPE A2 $ CURB CDR3 8 GUTTER (TYP.) 0 8"SEWER MAIN 8 GUTTER (TYP.) 8"SEINER MAIN 3 GUTTER (TYP.) TRACT No. 16466 _ Af'MVED BY.- / DATE.' CITY ENG/NEED?' ----=- G!_v_ ----- RCE N0. 24953-- -Bk Cook C<)PL4 1V1 c r �� ,"r3.1cick Crook Cc?ufrt DESIGN. ARED BY.' RECOMMENDED. PREP STATION 50+55. 39 To 5/+89. 82 STATION 5/+89. 82 To 53+73. 32 J ML MLB ENG/NEERIN RESI DEN TI A L S TREE T (PUBLIC) RESI DEN TI A L S TREE T (PUBLIC) E n g i n e e r i n g DRAWN: SHEET.• n = 5. 0, R = 74 n = 5. 0, R = 74 Professimal Civil Engineers and L.aad Surveyors ML 2 OF /0 600 South Andreasen Drive,Suite B,Escondido,CA 92029 CHECKED: MICHAEL L. BENESH, RCE 31893 DRAWING No. Phone 760 741-3577 FAX 760 897-2165 L'Mail:MLBenesh(3pacbell.net MLB REG. EXP JIJ1105 1991 PROJECT SHEET No. OF ----------------------- < _C , Q) --"*-/00.00 VC f---4----, - --_f-..- "--" I (::)\ I I _� ___,_ __ -_—_ f--- 4__4 ------- + 4 1- f <--16- 0T_CL,,----;--- (�10 + __+ I I I f + :PVI:SFA,' z LOO + .............. 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'___ ___'___ ___ ___}___'___ ___ ___ ___ ___ ___ ___y___ ___ ___ ___ _ _ _ _ __ ,_ _ _ ___ ___ ___,___ ___ ___ ___ ___ ___{___ ___ ___ ___I__ -----------' 1 ,A _ _ _ _ _ _ _ _ _ _ _ _ _,_ ; _T--_t_ 1 I - -- -- -- - 0 - -- -- -- -- -- -- -- ------- ---1---1--- +---.--- '---+---.-- ---'-- -- ---+-- ---+- - -- --- -- -- - - - . o ED L YI 1 ' ' 1 , 1 1 1 ' « ' ' . . 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C`. rc _ _ _ _ _ _ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ 1 1 , , , I I I I 1 I I 1 T r l • 1 I I I I 1 I 1 I I 1 I 1 I 1 1 Q I I I 1 I I I I I 1 1 _-- -_-1--- --- --- --- ---'---'__-1- _ _ _ _ - - -1 _ _ _ _ - - '- I /\_ -_ _ 11 - I I I I I I I , 1 1 I I I I I I 1 I I I I I I I I I I 1 1 , 1 I I I I 1 I I _ - - _ 1 _ - ♦---♦-- - - - --- ---�--- --- --- -- --- --- --- ---±--- --- --- --- --- ---:--- --- _-- ---�-- _-- - -« I I 1 I - - - - +---'---•---'-- --- '---•---. +---+- - - - - -- -- -- --- --- -- -- -- -- . . ♦ ♦ h + - I , ; I , I 1 1 , 1 ; 1 I 1 T T T T ---•---+---•---•---+---•---•---•---+--- ---•---•---•-- ._ . . + , ♦ f . . . , ` I I I I I I 1 I I 1 I I 1 I I , I I ; ' ' 1 , , „ , ' I 1 I I I 1 I , I 1 I I 1 1 , 1 1 1 1 1 1 1 1 1 1 , , , 1 1 , , 1 1 , 1 , 1 , 1 I I I I 1 1 , I 1 1 ' ` � � I � I I 1 I I 1 1 , I 1 , , , 1 , 1 , 1 I 1 1 , , , I 1 I , I , 1 1 1 I 1 I I I I 1 I I ; ; ; . ; ; ; ; i ; I , I I I I I 1 1 1 , 1 , 1 1 1 I I _ ---1_-- --_ -- -- -- -_1--- ---I-__I___1--_I__- --- ---'_-- -- '_-- ---�--- --- --- --- --- --- --- ---1_-_I I 1 I , 1 1 1 1 1 i i ' I I I I I I I I 1 I , 1 , , I I I I I I 1 , , 1 , 1 I I I I 1 1 1 -- --- --- --- --- --- --- --- --- - - - - -- -- -- --- --- --- --- -- --- --- --- --+--- --- --- --- --- --- --- ------- --- --- ---f--- -- --- --- --- --- -- -- -- --- -- --- -- --- --- - - - 1 1 1 1 I I I I I I 1 I 1 _�-_-�_-- -'__-{- -:___+_-- -:--- ; V`+�J ? �+ - T T : t T i , --- --- --- '-- ---♦---+---+---♦---+-- ---'---+---•- -'- - -+- - - - - - - - --- --- - - - - - , , I I I 1 , 1 I I 1 I �I- R II• I , , a - --+---. - . - 11 I 1 I I I , I I 1 I 1 � I � 1 I I 1 I , , , , I 1 1 I ' I I 1 , f ---'---'---•---+---+---'---•---+---+--- --------------------------------------- . ♦ + . . ♦ ♦ ♦ . . ♦ ♦ . ♦ , , . , . . ♦ , I 1 1 1 I I I 1 1 1 I - 1�. ' TAN � I I 1 1 1 1 , 1 1 1 , , 1 I I I , 1 I 1 - I I I I I I I I I I I 1 1 I 1 I I I 1 ; 1 I I ` t ' , ` ` , ` ; , ' I ' `v I I I I 1 1 I , ; 1 I I I I I 1 I 1 1 1 1 I I I 1 I 1 1 1 ; 1 1 I : I I I 1 I I ; , I 1 1 , , t , I I I 1 1 1 I I 1 I 1 1 I - _--'--- --- --- --- --- --- --- ---I--- --- _-- --- --- --- _-- --- --- --- --- --------------- --- -- _-- --- -- 1 I 1 I I I I 1 I I 1 , 1 1 , , I I I I 1 1 I 1 , I I I 1 1 1 I ; 1 1 -- '-- I 1 I 1 t 1 1 --------------------------------------- --I-- 1 1 I I 1 1 I 1 1 I 1 I 1 1 I I 1 I I 1 I 1 1 1 , , , , 1 I I -'--- --- --- --- -- --- -- I 1 I - --- --- --- -- -- - - --- --- --- -- , 1 1 I 1 1 I 1 1 1 I 1 , I 1 I I , 1 1 I I I 1 1 1 1 I I , 1 1 I � I I I I ' 1 1 I , ' � � I 1 1 1 � � � � 1 1 I � ♦ • • , ♦ � � � � ; ; 1 ; � � I 1 I , 1 1 I I I , I I 1 I � 1 1 I I I 1 1 1 1 I 1 1 1 1 1 I I I 1 I I 1 1 , I I I 1 1 I I I I I I I I , I ' I ; 1 1 1 1 1 I 1 1 1 I ; ; , I i i 1 ; ; , ; I 1 1 I 1 1 1 I I I I I 1 1 I I I I , 1 1 I 1 I I I I I I ___ ___ ___ ___ __ __ __ 1 1 , 1 , , I 1 1 I I I 1 , I , 1 1 1 1 1 I I I 1 1 I I , 1 1 I I , , 1 I 1 1 I I I I I I - - ' - -- --- ---�--- ---'----------- ---+---+---+--- ---+--- ---+---•---'---1---'---+---•---+---•--- --- ---+---♦---♦---•---+---+---+---+--- --- ---+---'---+---+---+---+--- ---t--- -+---+--- ---+---�--- - --- ---+---♦---�---F---�---f---�--- - --- ---�--- HG�l"=4 0' VERT.-�l"�/' ---♦---+---♦---+---+---♦---+---♦---•--- ---+---'---1---•---♦---•---1---•---+--- --- ---•--- ---1---♦---'---+--- ---+--- --- ---+--- ---+---+--- -_-+--- ---♦--- --- ---+--- ---+---•--- --- --- --- --- --- --- --- - - - - - - I , 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 I I 1 1 I 1 I 1 I I 1 I 1 I 1 1 1 1 1 1 1 1 I 1 I I I 1 I 1 1 1 i I I 1 I 1 I 1 ; 1 I i I I 1 I 1 1 I 1 ; ; I ; 1 1 1 I 1 1 1 1 I I ' 1 ' 1 1 1 1 1 1 ' 1 1 1 1 1 ' 1 1 1 1 I I I 1 ' 1 I 1 I 1 1 , 1 1 , 1 1 1 1 1 l5TC 1 1 1 I 1 I 1 1 1 I 1 1 I I 1 1 I 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 t 1 1 1 1 1 I 1 1 1 I 1 1 1 1 I I I I I I t , 1 I I I I I I I I I , 1 1 I I I 1 I I 1 1 , 10 /l 12 /3 /!� 15 /6 /7 /8 /9 20 2/ 22 CURB RETURN DA TA - CURB RETURN DATA r ' NORTH BEND CV URT _ _ 22 D = 90 °00'0" 7 I D = 90 °00'0" 27 1 28 6 Iq 11 --- - -------- + CURB RETURN DATA 7 t-. $'- ' l$- I , -- 33 O I R = 27,00' �[�r - R = 27.00' ►� CURB RETURN DA rA 1 3 Z1+50 MA TCH L I NF pZ D = $9 °23'/4" V L = 42.41' Qc - CURB RETURN DATA R '21f4i 32 BCR \ L = 42.41 w � D = 90 °00'0" z v SEF ShEE �� LD R = 27.DD i _ 1� 4 p D = 90 °00'0" T 6 i 7 I 21+42.92 BCR I `" k� a X ``' - V R = 27.00 -j v CURB RETURN OA TA 6 h� b 4 L = 42.12 TYP s�6o cW V p�0� - ( R _27.DO m �- \ Q BC � L = 42.4/' '' �, fL ) � ° " ' T ` y �' TYP a K - � L - 42.41' o R = 27.DO 0 ;- _ \�k kh� I2 x`•�Z 6 (� 6 \�x 1 0 ,ri N t J , �px 3 ; 1L ,:.. I \0 \`L :13 Ip CO ! o � 11 v``, Z �---1:,, ,� c'' L = 4240' �o NA-- 11 r IN - > _ > >yy >yy< > >y�< >�j< >y� V) I > �_ - - `n b -.� 6 S.D. L INE l l2 X��s` ` �, - W � - A - --- - -- --- Y- - C - ---- > - - _ Z r -- � s I �- U / ° 3 A. `� // 'm.----_----__�� > > - - - - � l U LI) SEE SHEET /0 ``r�,$ / CL INT N 89 3/ 20 W 2 Il A E ��S - - - - ' - 18t82.54 BLUEGRA t� - j 11 0 � �� V 00 DO - � 20f74.4 (" T 9 /0 ? 14 00 N 85°01'06"W � > G ----- -- > < / -_ - � , < � � 11 � -0 1 10i00 CHURCHILL l Q w- B U� T- i� 45 - - - - - - - - - - - - - -_ - - - - - r C - - -'- - --- - --- - - ----> - - w _ w- l4 \o S-_ --_ 8 l4 % - - - - -�119a �` 00 / { L ��- LIA - - -- __ _ . _ - > - - _ w____ -- L8 DO l9 00 - �2DfpD . > F / � �T -I i o � Q _ > < > > , > r H w `I - -w r - °O � •vv- 5 �, > 6 TYP ti 5 - - -- - - - - - - - - - - - - > > > < > - - _ --- - - N h N TYP 4� r- --- , > :� may` q� 0 I '1 + - ''7 � co h W 1 1 A / bX I � �' ,6 � v - � 1 o. \N I TYP s m m \ �-c, �', RETUR�DATA 1 �f 4 �c) 4- v 1 Q I, �` � I \oA- I �t i 1 -i o \ = 90 °36 b" ' 0 7 N . a � � t N_ cn in o a - � 1 0 - 4 R - 21.0 Q �f ; v�11 zz � s i ' � � 14 ti Jv �z 4 Q � � � 1 0 � 44-- w - - m o L = 42 70 ' c1, � 4 7 v � r,34 �� 4 n - I + o Q n, � 13 \ 12 ti z 3 I 4 UQ 7 � 1 Q �� 1 � � � 4 \ 4 I ' 4 � 2 1- L , I I I I 1 1 •o 0 1 if ' ' Gp O 1''.. .1 I ! 1V / /6 S.D. LINE I � , 15 /� DESCRIPTION of REVISION DA TE CITYAFFR.I I i I 1 21 20 /9 ® ® SEE SHEET 9 1 I' CONSTRUCTION NO TES: IrNJ = I1111111 ]V40CITY OF RANCHO CUCA MONGA CURB DATA (CONT.) pFESSI F/ INSTALL 8"P.C.C. CURB W/24'P.C.C. GUTTER PER CITY STANDARD 104 A2-8 No. DEL rA/BEARING RADIUS LENGTH REMARKS �0 L af �Fy STREET IMPROVEMENT PLAN FDR.' 2[] INSTALL P.C.C. CROSS AND L ONGI TUDE GUT TER PER Cl T Y STANDARD 106-A CENTER LINE DA TA H 4°33'14" 1018.00' 80.9/' A2-8 C 3 G \ s c 3Q INSTALL 3"A.C. OVER 4"AGG. BASE No. DEL rA/BEARING RADIUS LENGTH REMARKS " f� I N 89°34'20" W 185.01 A2-8 C 8 G Of RCE 37893 171 Churchill �r��o 4[] INSTALL P.C.C. DRIVEWAYAPPROACH PER CITY STANDARD 101-A; W-FER PLAN A 4°33'14" 1000.00' 19.48' CL CHURCHILL DRIVE * EXP. DATE. 31MAR03 * FROM BLUEGRASS AVENUE To RANCHO VISTA J N 89°34'20" W - 27l.89' A2-8 C & G 5 INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 8 4°33'/4" 1000.00' 79.48' CL CHURCHILL DRIVE K 89058'11" 27,00' 42.40' A2-8 C 3 G '� Qw- ��, 6 INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD 102 CURB DATA TA L 90°52'46" 112.00' 19.31' A2-8 C 8 G cA��F TRACT N0. 16466 [] INSTALL STREET LIGHT, 5$00 LUMEN, HPSV BY S.C.E.; PAID AND COORD(I�Q TED BY DEVELOPER _ �a �, 1� 8 INSTALL STREET NAME SIGN PER CJTY STANDARD 401-A, 40l-B No. DEL TA/BEARING RADIUS LENGTH REMARKS /y N DD°27'23"E /47.12' A2-8 C & G APPROVED Br.• DA TE.- '___ __�__ �` A N 89,134'20" W - 202.06' A2-8 C 3 G N N 79°4134" W - 43.59' A2-8 C 3 G CITY ENGwEER.- -_ _ __-_--------- -------- I i�C, Gfi ---------- RCE No. _ 24 953 -- 90 /NSTA.LL PAINTED STOP W/I STOP BAR l0 INSTALL STOP SIGN PER CAL TRANS STANDARD R-/, PER CITY STANDARD 401-B B N 89°34'20" W - 29!.11' AZ-$ C & G 0 109°51'03" 58.00' //1120' AZ-$ C & G DESIGN.' PREPARED 8Y.' RECOMMENCED: C 4°33'14" /0/8.00' 80.91' A2-8 C 8 G P N 09°32'37" W - 43.59' A.2-8 C 8 G ML MLB ENGINEERING 1;4 -Lb 'Ct-- 11 ADJUST SEWER MANHOLE TO GRADE A2-8 C 8 G E n g i n e e r i n g VRA 4N. SHEET.• I2 INSTALL STREET TREES, PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTE ON SHT l D 4°33'/4" 982.00' 78.05' A2-8 C & G p 100°00'00" 1D2.00' 17.80' (m /4 ADJUST WATER VALVE TO GRADE E N 85°O/'O6" W - 24/.97' A2-8 C 3 G R N 0°27'23"E - /•40' A2-8 C 3 G Professional Civil engineers alid Land Surveyors MLB 4 OF /O CHECKED: DRAWING NO. 15 INSTALL W53 (30-) SIGN AND POST F N 85°01'06" W - 24L 97' A2-8 C 3 G 600 South Andreasen Drive,Suite B.Escondido,CA 92029 NnA L. BENESH, RCE 37 SCA L E: /"=40' 3 INSTALL CA TCH BASIN PER Cl T Y STD. 300 (W/PER PLAN) L OCAL DEPRESSION CASE E PER Cl T Y S TO. NO. 307 G 4°33'14" 982.00' 18.05' A2-8 C 3 G Phone 760 741-3577 FAX 760 897.2165 B-Mail:AiLBenesh3pacbell.net MLB REG. EXP. 3/31105 __199J.- 1 9 93__ PROJECT SHEET N0. 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I I I r r I I I I I I I I I I I 1 1 1 1 � 1 1 : 1 1 I I I 1 �� I I\ 1 I 1 I , I 1 , 1 1 I 1 1 I I , I I I , , 1 1 I , 1 , o o , I I I I i I ♦ I 1 1 1 1 , I 1 , I i , I i , , I , I 1 1 1 1 I I 1 1 IAV 1 , 1 1 1 , I 1 1 I I , I f� I 1 I I I I I 1 1 , 1 1 1 , I 1 1 1 1 , I I , , , , , , I , , I I , 1 I I , , ___}_______________♦___,___}___,___}___ __,___y___4___4_- }___}___♦___,___}___ ___}___t_• . __,___ ♦ ♦_//�___♦__ ___,___,___}___ ___1___ ___}___ ___ ___ ___ ___}___ ___ __ __ ♦ ♦ ♦ ! ♦ _,___ ___ ___ ___ ___ ___}___ ___ ___ ___ ___ _`- (�J�/j7 ___ ___ ___,___ __ _ ___}_ __, _ ___ ___y___ ___ ___ ___ ___ ___ ___ _ _ _ ♦ ♦ ___4___ _}___ ___ ___ ! ♦ ♦ ♦ ♦ ♦ ♦ r Y Y Y , I 1 I I I I I 1 4'2 4!' , , , 1 1 , 1 IV„) , ;--- I/ 1 1 - 1 I I . I , I . . I . - I I I I I I 1 , ; I l�� Y� I I , 1T I , ; O ; 1 �Y�° , 1 I I 1 , I 1 1 1 I , I I I I , 1 ' , I , 1 I M I I , 1 , I I , 1 I , , 1 1 , 1 1 1 I I I 1 , , 1 , , 1 , I I , , ill , , , , 1 , r` 1 �, I I I PR P'OSEo C. L. 'F.�S. 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I w 0 I I I I I 1 -V �� ,� iV I ' I , , , 1 I • , , , I , I 1 -V ` 1 , , , I , I , t I I . . . . . ' I I I I I r - - - - - - - - - - , 1 I - - - - 1 - - - ' - - --- ---'---' -- - - - - ---'---'---'--- ---' -- - --- --- --- --- --- --- --- --- ---'---'--- ---'---'--- ---'- --' -- --->....-- --+--- ---I �- + --+ +-- +-- ---+--- -.........[�^� + -- -- --- --+ ---+- -+---+-"� - + - /(I, +n// - + + - + - + - - .J//�� ./`} -+ - -+- - - - - - - - - -; + - ..��/ {[� 1605 CL / I , I ��j)��y'I� 1 1 ! 1 I 1 iV 1 , - -� I , I 1615 � I C- i , 1 i I I -lV 95; CL - i I �LL.=-IK 9o.�89 I l' 1 I L�I•V I 1 � zg �� . . �� l60V V� I , I , , I I , .�Y/ , I� 1 , 1 I I I I , 1 r 1 , I I I 1 1 r„ . i I , 1 , 1 1 I 1 I I I , , 1 I ;OCR; , 1 1 , 1 , I , I-,v I I , i�,•,/ , I I I I I 1 , I 1 0 I 1 , 1 , 1 , I 1 ,� I , , , I I I I I W I , 1 1 , I I I I 1 1 , I 1 1 I I I , . , , . 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SIDEWALK PER Cl T Y STANDARD 103 l8' /8'- l2 -- R = 27.00 3 � I 1 I 20 6 ��L = 42.4/' � o R = 27.00' /6 I I © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER Cl TY'STANDARD l02 I 10 ' � a I � L = 42.4P 4 4 x kyh�, C ^ _ I \ � 7 >_ [] INSTALL STREET LIGHT, 5800 LUMENS, NPSV BYS.CIE.; PAID `�`� N •0 4 I - - � �� lD 0 o w AND COORDINATED BYDEVELOPER O1 � 5 � n, QtiHv I /8'6 l 1$'- ��x�' I,�0 39 v '_0 i ; -_0 `� o C / �L t•- 1 pk �� b�, ,; TYP o ® INSTALL STREET NAME SIGN PER CITY STANDARD 401-A, 40/-B - w : - - - - [:D--- - 3 D = 19 °15'29" I /h4 L k %�� T _ l2 9[] INSTALL PAINTED STOP W/ I STOP EAR .. ..,, � - --'-- � R - 50.00 1 - - - - - - - - - - - - - - - - - • � � �, �, I - - • - A - - B - - _ _ _ I___ _ _ _ _ _ l ___ _ __ _ __ --_�� _ _ lD INSTALL STOP SIGN PER CAL TRANS STANDARD R-i, PER CLlNr. "; I 1:10A 1 3 L - l6. 1 - - - - C �2 4 25100 ST. 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BENESH, RCE J/57-_ DRAWING No. J CA L E: l -�y 0 Phone 760 741-3577 FAX 760 897-2165 E-Mail:r4LBenesh�pacbell.net ML REG. 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SIDEWALK 4 { m` f_ ' Avo" 11 �-�� ,, 7 � � r CEN TER LINE DA TA QF /0 `I -mss I NO. CEL TA/BEARING RADIUS LENGTH REMARKS DESCRIPTION OF REVISION DA IE CITY APf � 1 4 I A /6°10'37" 300.00 84.70' CL RANCHO VisTA STREET 1787 !b°08'55" 300.0 ' 84.55' L RANCHO VISTA STREET CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR.' Rcirich" A/is, Plctco ( ) CURB DA TA (CON r.) Rca��c �0 Vista p/c1c-40 7-C No. DELTA/BEARING RADIUS LENGTH REMARKS FRoM CHURCHILL OR To 430'+ N`LY qCONS TRUC T ION NOI L S A N 00°27'23"E - 84.32; A2-8 C 3 G t J�� v u(@(OD@ " � 1 B �d 010',57 282.00 79.b2 A.2-8 C & G - F/] INSTALL 8 P.C.C. CURB W/24 P.C.C. GUTTER PER Cl T Y STANCARD 104 A2-8 9❑ INSTALL PAINTED .STOP W/I STOP BAR FROM_____ TO------ N L Y 0 INSTALL P.C.C. CROSS AND L ONGI rWE GUT TER PER Cl TY STANDARD 166-A /D INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 40/-3 C �6°10'37" 3/8.00' 89.78' A2-8 C 3 G TRACT N0. 16466 3[] INSTALL 3"A.C. OVER 4"AGG. BASE /l ADJUST SEWER MANHOLE TO GRADE D N /6°38'00"E - 75.22' A.2-8 C & G APPROVED BY' DATE' r_� r E N I6°38'00"E - 75.22' A2-8 C 3 G CITY ENG/NEEr? - ' ----- / - -- ------ RCE No. ---24 953__ � - [] INSTALL P.C.C. DRIVEWAYAPPROACH PER CITY STANDARD /0/-A; W-FER PLAN /2 INSTALL STREET TREES, PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTE ON SHT l Id°08'55" 3/8.00` 89.63' A2-8 C & G DESIGN' PREPARED BY.' RECO�^__24 D: F 5[] INSTALL P.C.C. SIDEWALK PER CITY•STANDARD /03 l3 REMOVE BARRICADE G /6°08'55" 282.00' 79.48' A2-8 C 3 G ML8 MLB ENG/NEE 'VetL__Lo+*_+_ © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD l02 /4 ADJUST WATER VALVE TO GRADE H N 00°29'05"E - 35.00' A2-8 C 8 G DRAWN.' SHEET.- Q INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.CI E.; PAID AND COCRD/NA TED BY DEVELOPER 15 INSTALL W53 (30") SIGN AND FOST / N 00°29'05"E - 35.00' A2-8 C 3 G MLB 6 OF /0 IA INSTALL STREET LIGHT, 9500 LUMENS, HPSV BY SI C.E.; PAID AND COORDINA TED BY DEVELOPER CHECKED• MICHAEL L. BENESH RCE 37 DRAWING No. SCALE: /"=40' .o INSTALL CURBSIDE DRA/N OUTLET-LOW CAPACITY PER CITY STANDARD 107-A ® INSTALL STREET NAME SIGN PER CITY STANDARD 401-A, 401-Bb�mm MLB REG. EXP 3/31/05 __ 199i 1 *t ,5�i, I . �. ,. PROJECT SHEET N0. OF ,� PVl STA = 40+65 - - _ --I-- - - - - -- - - - -11,----, -,---,-- -- - -- . --- I I I 1 , I I , ' I I I ' I I I I •�51, I , r -. 1 I I I I ; ; ; ; i i i 1 I I ' _ PVl ELEV = M5911.5U I I 1 1 : 1 -1 1 I , I I -I- - 1 ,- -, , ; 1 , 1 , I 1 , I I I I I I , , 1 I I i 1 I ' , 1 I 1 , I I I 1 � � � I 1 1 I I , I I 1 I 1 1 1 I I 1 t I 1 1 1 , I I I I I I I I I I I I I 1 1 , 1 1 1 1 I I I 1 _ I 1 1 1 1 1 1 I I I ' 1 , I I I + ---'----'----I----'----'----'----'----'----'---------'----i----'----i----i----i----i----i----I �----'----'----'----'----+----'----'----'--- ' - - - ,_ I , , 1 , , , � , ,- -;- -;- -;- -'- -'- -- _-;--------;- -'- -+- -;- -- -;- -- -;- -;--------�- -'- -- -- - ; _ ; ; ; ..; _, ; ; � -- -1 1 , CONSTRUCTION NOTES: I I I I I I I 1 I I , , 1 I I I ' � I 1 1 1 I I I 1 I , 1 , 1 I 1 � I I I 1 1 I , � I 1 1 1 1 I , ' , 1 � 1 -� I 1 , I 1 1 I ; ; 1 � � I I + 1 I ' , ' , , ' r : 1 1 1 I 1 1 I 1 1 1 , 1 1 i 1 1 , , 1 , 1 I I 1 1 1 , 1 I , , I 1 1 I I � , I 1 1 I I I I I 1 I I 1 1 I I I I ' 1 1 1 I 1 1 I ' 1 1 +4 0 VC-' i 1 , 1 I I , I , 1 I I , I I I , 1 , 1 , I I , , i , I , 1 , I I I , , I ' , I I 1 1 , 1 1 I I I » ---'----'----'----'----'----'----'----'----'--------'----'----1----'----'----'----I----'----'-- -'----'----'----;m--'----'----'----'- --'--------+--- '----'- - '- - , I I I -- -- -;- -- -- -- -- -;- -;- ;- - - � -, I I I -] INS 8-P.C.C. CURB W/24 PCC GUTTER PER CITY STANDARD 104 A2-8 1 I I I 1 1 1 , I I 1 , I I I 1 1 1 I 1 � I , , I 1 1 I I 1 , 1 , I I : � 1 ; I ; 1 1 1 I : 1 : 1 I I : ; I 1 ; ; i 1 � � � 1 : 1 ; 1 � � 1 I , 1/11%7 ' I i � � � , -1 I 1 1 I I ' / i 1 I I 1 I 1 I I I I 1 I I , I 1 , 1 1 (L I I I I 1 r 1 I 1 1 1 I I 1 , 1 I 1 1 I I , 1 I 1 I , I I I I 1 1 , I 1 1 I , 1 I , I I 1 , i 131•V2 U.G ' ' • �• _I , I 1 1 1 I + ' I I I I I 1 I I I I 1 I 1 I 1 1 I t, `C. I 1 1 1 I 1 1 1 I I 1 1 1 I 1 i 1 I 1 , I 1 1 1 I I I I I I 1 I 1 I I I t I 1 1 1 I 1 1 1 I I ( i I I I I 1 1 I I 1 1 I I 1 - --- --- --- --- --- --- --- --- - - - - - - - -- - - - - - -- - -- -- -- -- --- --- --- --- --- --- - --- --- - - - - - - - - - - - - - - ---'----'----i----'----'----'----'----I----i---.-----'----'----:----�----1----.:----:---;---�-- --i- -'----I---- --+----�---�---�- - --------'_- i i ; i i ; i , , ,; +-- -+- -'- -i- -i- -i- -i- -'- -- -'- -; -- -- -- -- i- i - i , ,- i , i i .-I, I , 1 , i I -� -' -� 1 1 I , r I , I ' ' I I I I 1 1 `�'.�I P F� N , I I I ' , 1 1 ' ' , 1 1 1 I I I ' , I I I , 1 1 1 1 I I I I I I ' 1 I I I I I , 4 I : � �. I 1 : : 1 1 1 : I I : 'P oI' o Y I' • T. C. i I 1 I I I 1 I r : : - ' - ' - -- ' -- ' -- ' -- 1 -- -- ' ' -- ' -- ' -- - -- -V�-�- 1 -- ' -- ' -- ' -- -- ' -- ' -- I -- ' -- I -- I -- ' -- ' I ' 1 1 ' 1 1 I I I I I I I I I 1 1 i 1 1 I I I 1 3 8 I , , 1 1 1 + I 1 1 I 1 ------ --- --- --------------- --- --- ----- - - --- --- --- - - - --- - --- - -- - - - - - - - - R- S- D- - L- - - - - - - - - - - - - - - - - - - ;- - - - - - - - - - - - - - - - - - - I 1 1 1 1 1 1 t 1 1 1 1 1 1 i i 1 I T , __ _I_. _..I_ __ _y_ _I_ _- , I 1 , T 1 1 - , 1 1 - I i i i - i i , , I 1 I 1 1 :---, » » 1 1 1 1 1 1 1 1 I 1 1 1 1 1 , I �'jj'' (��` I I )%�/ 1�/�7^ ' , , 1 1 ' , 1 I I I I I I 1 I , I I 1 1 , I 3 INSTALL 3 A.C. OVER 4 AGG. BASE 1 , 1 ; �� 1- �-( I I 1 1Y.00' I IV I , i I 1 1 I I I I I I 31.-F2'- 07. 8'' 1 ; �� 1 1 1 i ; ; - 1 -- I -- I - 1 -- ❑ ' : ' ; I 1 I I 1 : •1 ,J VV�` I V ' 1 , I 1 I 1 1 I I I - -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- - :-TC-:_ - - - -- --- ----'-- ----'--- ----'----'--- ----'--- ----'----'----'---'----'----'-- - -- - - - - - - - - - - - - - - - - - - -'- --+- --'- - +------ -'----'-----'----'----'----'--- '- - '- - '- ' -t�, - v _ - - - - - - - - - - - - - - - - ; ; - a /6 QO ' �E--� �,, v l a- `�? i I6 O ; 4 /NSTA.LL P.C.C. DRI VEWA Y APPROACH PER C/T Y STANDARD /Ol-A' W-PER PLAN /j✓`//, /V� , ,,/lam , 1 , ; I 1 1 I r 1 1 I 1 I I I I ' I I 1 I I I I •^\' I I I I 1 I I 1 ' , ' ' I 1 I 1 �I 1� I I -.� '�1(� �'- p.• ; ; PV l V TA; = G I rS� 1 ; 1 I 1 1 1 I 1 I 1 , 1 1 I I I Iv , O'�. : i , I I I , Q 1 i-<: I I I I 1 I , I I 1 I ❑ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I V �-!` Q' \ I 1 I a � ; CQ `+ Cri o 11j ; ; : ' ' ' : : ; ' : 1-1 wd `�0 : o ^� ' Q`' �' 0 INSTALL P.C.C. SIDEWALK PER CITY STANDARD l43 1 1 1 1 1 -, __ ,- I ' 1 I I 1 1 I 1 r 1 I ' 1 1 1 , `a �•_•,1 I (,(� -;:Z V j (� , PVI ELEV; i592.'�D , I i i I I I I I q I [�I \ 1 1 I I I I , 1 , 1 1 1 1 I 1 I 1 , 1 1 1 1 \.I I 1 �L iJ �.• y` I I r I I I I I I , I 1 I I I I ` , 1 I �� r 1 1 I I I 1 I I I r v'- - - - - - - -- - 4 - -- -- [�yJ - ;- - - - ;- - - - - ---+----'----'----+----+----+----+----'----'--------'----+----'----'----+----+----'----'----'---- --+----+-- -'--- - --'--y- -'----'------- ------------------ --------------------'------------------------- , I Q� , - -1- -- -- - ---;---�-1- -- -- - - •� -A/-- - �a- - - 1 �. ; ' ; �, ; ; �, a, ; : ' T 8 � 8 $ ; ; I I : : ; ; : : © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER Cl T Y STANDARD lOZ 1 : 1 , I I 1 1 1 1 1 1 1 1 1 1 1 1 , ; ' I , , I I I I I I I I ; I I I I I 1 1 I I 1 I I , 1 ' 1 ' I I I I 1 I 1 , , 1 I , 1 , I I , 1 1 1 1 ' ' ' 1 1 1 1 , 1 1 I 1 I I I I 1 V 1 1 I I I 1 1 I 1 1 1 1 1 (d , -- -'- -- --- ---_..--------------'--------'------`-' -'----'----'----'----------------'----'----- --'----I Q` ------- '�-'--- ' - -- a` '``�-I---- Q'- - -- Q`---;----1----;--------I----;----;----1----'-- --- ---------- --------------------------------- ----------- ----------- ---'---- '---- 1---- I----+----'----I----1----'--------'----+----+----+----'----1----'----+----+----- --+----+----+- '-J-- --+----'--- 1 , _ ,_ , , , I I , I �.�"S i , , , I , , 1 ('� I -ryry�� ' -- - --^- (� � ��y - -1- - (� - - - - � , _ , � � i 1 1 1 -, I I '� 1 I I I , 1 1 1 1 1 1 1 1 1 1 I 1 , I I 1 , 1 I I I q 1 y` 1 I'V 1 V` `•1' I V J I 1 I I I 1 1 I I I , , I I ' w Q: o `J I I I I 1 , : ' '60 ' ' ` ; "? ; ; :q : 4 ' n, 'n ' 2;� -I- `Z' � 1 ; '1.10 0 ; ; ; ; ; 7❑ INSTALL STREET L IGH T, 5600 L UMENS, HPSV B Y S.C.E.; PAID AND COORDIAA TED B Y DE VEL OPER 1 1 1 1 I , 11 " 1 1 1 1 , 1 I I I , 1 1 I I 1 42 D t - - - , 1 1 r ,� �_- I " 1 I ---'----I----'----'----+----I----'----'----+---------I----+----+----+----'----'----+----+-----+--------+---------- -+----+----+----i----'----� - ---i--- � -Vr---i--- --V------ ------- R�---------1--------I�.�- -------1------ --`-y-----1- ." �-�{--- -'V�------- ------ --------- ------i----- -- -- -- -- -'- �-i- -1- -i- -- -i- -- -- -- -- -- --- -- -- -- -- -- -- - -- -- -- -- - -- 1 I I I 1 , I I , 1 1 1 1 1 1 , 1 I 1 1 1 'I//, 1 1 , I 1�, I \fes ; �-+ � q i �' I : � ('��, , V ; I'^ ` -4 ; ' I I I I I : , - ; ; ; ; -; ; ' , I , I I I I I 1 I 1 1 1 1 1 1 1 1 , ;PVI SI/41 =(Y OtS ; ; ' ,r ' 0 h 1 ' �V (�i.� '^ ' 1 I ' ' v` 1 1 `•J ' 1 I , I ' ' I I 1 I 1 , I ' , , I ' F 15 1 ' 1 1 , I I 1 I I I 1 I I I , , +_ �__.;_� J_ ' , N `•\l ; I ' �,�1 I *_ _ '.--4 �; , ;- _ _ _�_- , , ' -- _ ' -- ' - ' _- ;- 1 —1 ; 1 ; - --. ; 1 - 1 1 - 1 - I - _,- - , - -, --r T ; 8❑ INSTALL STRE_FT NAME SIGN F_R CITY STANDARD 40/-A 401-B 1 1 I I 1 I , 1 1 1 I 1 , 1 1 ' • ' 1 1 V� I '1` � ) 1 -1 I ' ' , 1 ' 1^/^/W 1 y ' 1 I ' I I r ' 1 ' I 1 I I r I 1 I , , , 5 ' rc 1 - 1 1 -' 1 ' ' ' I , ' 1 1 , I I 1 1 1 1 1 , 1 : �,(� r-4. ; I , '�- i.YIJ ro (` l ' ' 1 ' ' , I , I ; ' 1 ' ' 1 1 ' ' I i ' , , 1 , ' I I I i , , ' P. 4LEV �59V.44/1 ' I ' ' I I _ - I , 1 , , 1 I ' ' ' 1 ' , 1 , 1 1 , / , I I , I I I , ' I 1 ' I I I 1 I 1 1 I I I I I I 1 �� 1 I I - ---------- - ------ ---------------------- ------------------------------------------------------------'----'----'----'----'----'--------'----:----:----;----i----i-- ----------- --------------- --------------------------- ------- --------------- --- ---+----i----'----i----i----i----i----'----'--------i----+----i----1----I----1----i----'----1-�----i----i----i---�-+---�-+----1----i----+----+--------'----'----I- -- , , �'�y{�yy�' , I , I , i i , , I I , I , ' , ' I 1 , 1 1 - 1 + , � i � , , , 1 , -I '1 I , 1 1 I ' 1 ' I , ' , I I 1 I I 1 Z I I I I I 1 I I I I I 1_ I I I I I 1 i 1 t I I I 1 i 1 I I I I 1 ' i , I I I I I I I --I I 1 1 1 9❑ INSTALL PAINTED STOP W/l STCP BAR 1 ' ' I I I I 1 1 , , , I 1 \ ,-µ- � , , 1 1 1 I 1 , ' I I , , I 1 I ' I I I I , ' ' ' ' 4 i-�-36,I V C I I 1 I ' I I I I I , ' ' , , , 1 ' , ' ' I �-:----: ' ,-_ ' ' , , 1 I I ' I -- ' -- -- -- -- -- -- -- ' -- ' I -------------- -- -- -- - -- -- -- -- -- -- ' -- ' ' -- -- ' -- ' -- ' -- ' -- - ---'----'--- '----' -- - -- --- - - - - - -- - -- - - - - '- - '- - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - ;- - - - - - - - - ---'--- I _ _ __ + _ , __ ' _ _-- '- _-- ; ,, � 1 i -� -� � -_ - - - - - -- - - - - - - _ - - - - - - v ; ; ; ; ; l4 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-B 1 I : 1 ' I I I I I 1 v , I , 1 ' 1 ' 1 ' ; 1 ' I ' I I I ' ' I , ; ' ❑ ' ' ' ' ' 1 1 ' , , 1 , U i 1 I I I I ' I ' ' , I 1 , v 1 I 1 ' I I I I ' ' ' : • ' ' ' T I T-J 1 - I I 50:00 C �, V1� 5��8.9 1 I I " I 1 1 1 1 1 ' ---'----'--- i- I----+----' I i - ' - -- i--- 1----'----i----'--- i--- '--- '----,_O 1 { i , I i { I I 1 -� -1- -1 - -'- -'- -i- -I- -'- -i- -I- -i-->-'- -- -- -1- -I- -'- -'- -i- -'- -'- -- -- -I- -i- -'- -1- -I- -i- i- ,- , - � ,. I i i I � , , - , I I I - I , -: 1 , , " //'��' O GRAD I ' , ' I I 1 I I , , I I I 1 I o V) I m �� i I I , , I I I ' I -1_�'�� ' -� - - - I ' I : 1 ' : ' I i I I ' , 1 1 1 : , ' I I 1 I ' I I 1 ' ' ' ' I ' 1 i ' 1 , 11 ADJUST SL WER MANHOLE T E 1 ' I I 1 1 ' i 1 ' ' 1 I ' ' 1 1 \ 1 ` , 1 ' I I 1 , , I I i 1 \' 1 I I I ' ' I I I I I 1 1 ' I 1 7 ] ' ' I ' , • . 1 1 1 ' , , I , , 1 I I I I I 1 1 1 r I (�I� r 1 ' I 1 , I I 1 I I I I I ' 1 ' ' I 60 1 4 1(� � 1 1 I 1 ; ; ; -; ; ; �.V I ' ' 1 r , , , , I I I . _ , ' 1 - ' -- -- ' -- -- -- ' -- ' -- -- ' -- ' -- -- ' -- ' -- ' -- -- -- ' -- ' -- ' -- -- ' -- -- ' -- ' -- -- ' -- ' -- ' -- ' ---'----' - ------'-V----- -'--��I -'----'--- '----'----'----'----'------- '----'----'----'----1----'----'--- ---'----'----'----'----'----'----'----'----'--------'----'----'----'----i- -'----'-�----I-- -'----i- --'-- --- R,--- - -'- -;- -i- -;- -- -'- -'- -;- -'- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- - Qi - - ' ---i----'--- -y --i- -i----'--------------------------------i - ------------- ------ ,- I -'- -1- i I .. I I I I '1 - '� `�` : "° � ' ' ' IQO.DO' VC � : ' ' : ' ' ' : ' ' ' ' ' ' ' ' ' ' ' o I l2 /NSTA.LL STREET TREES, . . PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTE ON SHT l 1 1 ' I I 1 ' 1 1 1 i J Q 1 , I 1 1 1 I I ' 1 i 1 , ' I I 1 \ -- -- - --- --------------------- --- --- - - --- - - - - --- - �- - - - - - - - - - - - - - -- -- - - -- -- -- -- -- - - -- -- --- --- --- --- --- - - - - - -Q'; Q` - ^J 1- - - `< - - - - 1 + 11 , , + { ,_ 4 i - i t , I -'- -'- -'- -1- -1- -1- - -1- -'- - - -- -- -- -'- -'- -'- -- -- -i- -'- -;- -1- -i- -;- -1- -;- -- -- -- ,_ f I I , , , 1 Q\ SIJ'\ V� 1 - ' , /,6 0 CL ; -- -1I I : CI I 1 , I I I 1 1 ' 1 ' f �,, , '� I Q \ I ; j I 1 -" i' I I �1`-- 1 , I r r I I I 1 i I , , , . I ' I V4I I •_ - ; 1 II 1 I 1 , I 1 , I ' I I (� ( 1 1 1 1 1 1 1 1 1 1 � K. V� V. PVl STA; 1+50 l3 REMOVE BARRICADE I 1 , i , , i 1 r 1 1 1 r 1 1 1 1 1 , m q 1 , 1 ' I I 1 I 1 1 ' 1 1 1 1 1 1 I I 1 1 1 1 1 , /� ---------------- ------- ------- ------------- --- --- --- --- - - --- --- - --- --- - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - o q 1 - - - - - - - � � � � � � � � � 1 � I r ' � 1` r O '� I I q V 1 I i '� , - - -'- -- `_-�_ -'- -1 -'- i- - ; -�- -- � i � � � v � � � � � ; � i �^YI , , � � � � 1�' 1 `J1�'(�\ -�1�� ' ' � � � � � � � � � � I 1 I : I I , i , _L ' 1 I I I I I 1 I 1 1 I I ' I ' , O . 1 '; r< 1 r Iy` �•I, I 1 , I I 1 1 1 1 1 1 I I 1 1 1 ' i l,(� I- J` ,�.^J ((�� ' r I , 1 1 : , I 1 , , 1 1 1 1 1 1 1 1 1 1 1 : 1 1 ' : 14 : : q � l I PVl EkEV, iV 92.'60 1 I : : I , ' 1 � : : I I ' _ ' , I ' I , F `1 ('� I I I I ' w 1 I 1 , , o ; ' ; , ;,o , 1 ,p , ' ; ; ; 1 I 1 i I I I l4 ADJUST WATER VALVE TO GRAD_ ---'----+----'----I----'----'----'----+----+---------+----+----'----+----+----'----'----'----+--------+----+----+----+- --1--- ----+----+--r -V�-1----i----1----i----i----1----'----------- ----1------ :------------1-------�''-ti-1--------'----I- ----i----i--------'----'-----('�� (�--1--- - ,I�Yyy�-------- -1----�----y----i- V-\-----'--------'-- -(� -'- �f-�-1-�-q'\--`{ -----------'------ -----'----;----------- ------------ --------------- 1 1 , 1 1 1 , 1 1 1 , 1 1 1 1 I 1 1 1 1 1 (-(� ' , I 1 ' ' 1 ; ' - , I 1 I , `L-. I I 1 ' ' -V `�' 1 . ! . ' I I ' I `-' , ' `, V I v , I 1 I i -; ; ; ; ; ; ; ' �--r T -�--' 1-�� I 1 I V `y I I I I I I 1 I I 1 I ' 1 _y_ , �. � 1 I I 1 I I I I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I v \ 1 I I t , I I ((�� J,- q I V] 1 1 ,�.(� , I I I ' I I I I I , 1 I 1 I 1 1 1 1 1 I I I I 1 r 1 1 I I I 1 I I I I , r ' I I I I I I I 1 I 1 1 V. I I ' I I ' 1 1\ 1 1 i 1 1 1 1 1 ' 1 I » O. II `` -------------- -- -------- - --------------- - -'---- ---- - '-----'-- - - ---- -- - - ----------- --- - ----------------------- ------------------- ---'----'----'----'----'----'----'----'----'--------+----'----+----+----+----+----+----'----+--------+----+----+----'----+----+--- ' --- +--- ----1----1----1----i----i----'----'----------v--------- - - - - I ' 1 --1----- - ---- -- --'--- - -� I -; -- - I , , , I 1 1 ' I I 1 1 , 1 1 I 1 , I I I ' 1 I , 1 1 1-./�� + I -= I r ' o i x. -giRAQE q C.-�. ; 0 1 /'� , ;� ; : '�Q, ` ; , .34 I 1 r I t , I , , , ; , , , , l5 INSTALL W53 (30) SIGN AND POST 1 I I 1 ' 1 ' 1 , 1 1 1 I I I 1 I 1 V i I 1 I I I ' I 1 V� , q i '^ I1..� , 1 � , I 1 ' I I 1 1 , 1 1 1 I 1 , 1 , 1 1 , 1 . O 1 ' I I o \ 1 .�`!� ' ' ' �" �.`- `nJ I I - -- -- -- -- ' -- I -- -- -- -- -- -- -- -- -- -- -- -- -- ' -- ' -- ' -- ' -- ' -- ' -- :---"-- ' ' - , - - - - - - --- --- ----'- -- -'--- - n - -- - - - - - - -- - - -- - - - - - - - ---'----I----1----'----'----+----+----'----'--------'----1----I----+----+----+----'----+----+--- - - 1- - +- - +- --- +- - --'----1- -- ---1-- - - R, , o ,� �, - - - ;_ - c CITY STANDARD 107-8 `+,�1 'q ' a ' �-; h ~- ' ; , , ; ' i ; ; !d INSTALL CURBSIDE DRAIN OUTLET M D. CAPACI T Y PER I ' I I I ' I , I I I 1 1 1 I 1 1 1 , I I I 1 , , 1 I I r V`, ' I 1 , , (� i , ' I ' I 1 � :\} ' -`. Q., 1 1 -{ ' ' ' I I� ' ' 1 1 1 1 I I 1 ' I , I ' 1 I I I 1 I I I I I I 1 1 1 ' , 1 1 1 1 , ' I 1 Q\ 1 \f I 1 , q ( : ' ' ' �I I 1 I�-� I 1 , " 1 1 V ' I -i- I , � .--��I 1 1 , I I , ' I --I 1---I ' ' I ' I 1 1 1 1 1 I I 1 1 I I 1 1 , 1 ' 1/.� O . 1 1 C` - � 1`�r�! ' 1 1 ''-hJ • ; ' ; ' J V` , ; ' I I I I�T -'T-- I I I I i 1 I 1 I ' 1 1 ' 1 v 9 E��: .—�.—; �-4� �. N -� 4 . 1- . �; >- 1V^J =' _ � ; - - ,__ ; -- - ;-; -� i5 5: C' , I7 INSTALL R-2 (25) SIGN AND POST & PAIN END 1 I 1 , 1 ' 1 I I I I 1 , , I I ' + !� ',\ 1 ' ` I , ! , I I 1 , I 1 1 . . 1 , I y , : I TED LEG ' I I I I 1 I 1 I : 1 I I I ' I I I I ' I I 1 , 1 I I 1 I 'V^^� � /'s 1 v : : ' ' I ' /%/� , ' I ' I 1 1- I I I , , 1 1 1 , I I 1 ' ' 1 ' I , ' I 1 1 ' I I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I I r `'N 1 Q� I 1 I I ' I\ I I i.60/�I I I ' ' I I 1 1 I i 1 1 I I I I I ' I 1 ' 1 I 1 1 1 1 1 1 1 1 I I _____________________________ _ ______________-__________________.-________-___________________.____________________I____,________1____1____:____1____I________,____1____I____1___ I____1___ ;___________________________________ _______,. ___�____�___._�____�____h___i-___'____I____�--------I____�____,____{____i____i____y____,____1--______y____�____i____�____�____{____{____�____�--------�___..,_ _..�___ _��_1____1_ I I I 1 1 1 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' i 1 1 1 i { 1 1 1 I i 1 i 1 I I 1 . ; ; 3❑9 CONSTRUCT CATCH BASIN PER C/TY STD. No. 300 (W/PER PLAN)' LOCAL DEPRESSION CASE E PER CITY STD. No. 307 I I I I 1 I I I 1 1 I 1 , I - I I 1 , I 1 ' ' I 1 I I I I , I ' , I , ' , I , I 1 I 1 ' 1 ' ' ' I 1 1 t ' 1 ' , , , I 1 ' 1 ' ' I I ' ' 1 . I I 1 1 , I I ' 1 I , I I 1 1 1 , ' 1 1 I I I 1 , 1 , , ' --- -- ----- -- - - - - - - --- - ----------------------------------------------- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------ ------------------------------------------------------- ---------------------- - ------------- --- ----------------------- , 1 I I , 1 1 1 I I I i , I 1 ' 1 1 , , I � , 1 - I � � 1 - 1 � � � ; � � 1 � � � � I ; � 1 � - � � � � ��; -- - � � �-; --� ; � ; ; ; � I I I I I , ' I I 1 1 , I I 1 ' ' ' 1 I I , , 1 1 I 1 , 1 1 1 , , 1 , 1 , 1 I 1 , , ' I I 1 ' ' 1 , , i � I 1 1 ' , 1 , � � ' I I I 1 1 i i , I 1 1 ' ' ' 1 I I I I I I I 1 , 1 1 , , i I I , ' ' I , , , , , , I I , I I I I I I ' I 1 , 1 ' I I I I I , I , 1 , , I 1 1 , ' ' ' 1 I 1 ' ' 1 I I 1 , ' ' 1 I , 1 ' - -------------- -- ------------------------------ -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --- ---------------------------------- ---------------------------- ---------------------------------------- ---+----'- --'----'----'----'- --'--- '----'- ------'- - '--- '- --'- - '- - '--- '- - '----'--- --- +--- '- - '- - '--- '- - '- - - '- - -----+----+----'-- '- � o - -;- - - - - - - - - - - - - - - , ' 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 I I I I ' ' 1 1 1 1 1 { I I r 1 1 I 1 1 ' I , 1 I 1 1 1 1 ' ' ' I I I I 1 ' I I I I 1 1 , 1 ' 1 1 r ' ' I 1 I , I I ' ' I I 1 1 ' I I I 1 1 ' 1 1 I ' ' I 1 ' , I : 1 ' I I 1 1 1 I I I I , , , I 1 1 1 1 1 1 1 1 1 1 1 I I ,. 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DA' /A/ bl z J 1 I I ii y _ _ � /� SEE SHEET /O FOR STORM DRAiN lMPROVc'MENTS I I I `'� P!�l'XWRy, J1/O ��'It/CE A. --OW..� /!� PAP.�L r9s! v } / /I DESCRIPTION OF REVISION DATE Cl T Y APPi2 I 11 7 - - - - - J / C i _ 4 I I QRpFE3Sjo - 11 .,/ � - - ---� I I 11 ��G�PEL eF,yF Fy Cl T Y OF RANCHO CUCAMONGA r� �� s�crr� fn STREET IMPROVEMENT PLAN Fop: RCE 37893 A EXP. DATE: 31MAR05 North 13o"cl Coeur " Qw- �� FROM RANCHO VISTA PLACE To 500'± E'L Y OF CAS\F mr �11 ) -101.0m if TRACT No. 16466 NC)rth 1*3 40 r I C1 Ccp 1'f rt - APPROVED B Y' - . • _ DA TE. � _ " — � CITY ENGINEER.• - - - -------- -- - ---- RCE No. -24 953---- ``�J DESIGN.' PREPARED BY.' RECOMMENDED: ML NLB ENG/NEERIN Dail'-1t-'��a�__ (m engineering DRAWN. SHEET.' SCALE: /`�=40 professional Civil Engineers and L,ancI Sr�r�leyors MLB ■✓ OF /0 gnaw 600 South Andreasen Drive,Suite E,Escondido,CA 92029 CHECKED: MICHAEL L. BENESH, RCE 93 DRAWING NO. Phone 760 741-3577 FAX 760 897.2165 is-Mail:MLBcnesh9pacbe11.0et MLB REG. EXF. 3/31/05 1993 ------------ PROJECT SHEET N0. 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CURB W124"F,C.C. GU T TER FER Cl T Y S TA NDA RD /04 A 2-8 No. DEL rA ISEA RING RADIUS LENGTH REMARKS A J5037'05'f 500.00 186,50' CL BLACK CREEK COURT INSTALL J"A.C. OVER 4 AGG. BASE 191;82' CL BL A CK CREEK COURT B N 8 9 OJ2,57,t W - --------- INS TA L L F.C.C. DRI VEW4 Y A FFRO4 CH PER Cl T Y S TANDA RD 101-A; W-FER PLAN — — — — — — 16 141 D 30007142" INSTALL F.C.C. SIDEWALK FER CITY STANDARD 10J ::-59.00' — CURB DATA (CONT.) CuRB RE TuRN DA TA INS TA L L F.C.C. HA NDICA FFED A CCESS RA MF FER Cl T Y IS TA NDA RD 102 L 14.97' 17 No. DEL rA IBEA RING RA Dlus— LENGTH REMA RKS TYP 4 D z 90'2457" T5 _j L14 A 210014'42" 4 0.00' 146,78' A2-8 C 8 G INSTALL STREET LIGHT, 5800 LUMENS, HFSV BY S.C.E.; PAO AND COORDINATED BYDEVELOFER 12 R = 35.00' B N 48004'17" W 57.52' A2-8 C 8 G D 61"09'45" L 55.7J' INSTALL STREET NAME SIGN PER CITY STANDARD 401-A, 401-B �2 : ---i Z :7.) W - 50-00 �z ---44 -4 0' C N 780,3559 57.52' A2-8 C 8 G R LOT [4 1 — – — [�] INS TA L L FA IN TED IS TOP' W1 P S TOP BA R L 53.57 9 7 9 D 50014'52" //0,001 58.07' A2-8 C 8 G LU INSTALL STOP SIGN FER CAL TRANS STANDARD R-1, FER CITY STANDARD 401-B LOT 2 A U-j I-F r 9 006 112 //0.001 17,48' A2-8 C 8 G B E :�S_b — — E] ADJUST SEWER MANHOLE TO GRADE F 1005628 282.00' 55.85' A2-8 C 8 G L-Lj qq I -D'S oe FER S TREE T TREE SCHEDUL E A ND S TREE T TREE'S CONS T. NO TE ON SH T 53 75,J2 RA D. P r, C -8 C 8 G INS TA L L S TREE T TREES, 20002'50" 518.00 1IL27' A2 W 5 REMOVE BARRICADE D 41018'08" N 89032'37 /34.44' A2-8 C 8 G 6 H —FROF. S0 SEE SHEET /0 R 50-00 12 Lrl) IN 89052'J7 W .2P��A2�-8C�8G�� A DJUS T WA TER VA L VE TO GRA DE L 56-04 D -A--,, �_j INSTALL W5,5 (,50') SIGN AND POST F LE CURB RETURN PER CITY STD. 105-B 47 __-, �z "q - �_, INSTALL CURBSIDE DRAIN OUTLET-IVED. CAFACITY FER CITY STANOARD 107-B C H /--.i- y____ C.L. INT 50 OU '97 E 50-f 00 BLACK CREEK COURT � 17 INSTALL R-2 (25) SIGN AND POST 8 FAINTED LEGEND L 14. 4 5Z 0 51 0 000000 ETIWANDA AVENUE CONSTRUCT CA TCH BASINER CITY STD. NO. JOO (WIPER PLAN); LOCAL DEPRESSION CASE E FER CITY STD. NO. 507 w w 5 �I >/ �?o F /4 LOT 3 RELOCATF— S74GLOV L-164T STA Y04 5S.31 'TO T Yp PROPOSED GRA DING \C) :gr^: 50 4 CIS 3 V M kUt:Aft It"12 A.Lf.) CuRB RE TuRN DA TA Lo C� Alo. DESCRIPTION OF REVISION DA TE CITY APPR. D 890J5'OJ" /0 —4 ----------- FESSI R - 55.00' L 6-�- CITY OF RANCHO CUCAMONGA L 54,72' LOT 4 -------- L4j lrmlq STREET IMPROVEMENT FLAN FOR., EXP. DATE: 31MAR09 CIV FRom E TI wA NDA A vENuE To 4 0 O'i WL Y TRACT No. 16466 0 AppRovED By- DA TE.' 24953 CITY ENGINEER-- -- - ------ RCE No- DESIGN.' PREPARED B Y.- REC MLB MLB ENGINEERIN , SCALE.- "=4 0 ' E n g i n e e r i n g DRA WN.' StIEET' — Professional Civil En,gineers and Land Survgors 8 OF /0 600 South Andreasen Drive,Suite E,Escondido,CA 92029 CHECKED.- MIcHAEL L. BENEsH, RCE J789J DRA wING No. Phone 760 741-3577 FAX760897-2165 E-Mail:MLBenesh@pacbell.net REG, EXF. JIJ1105 PROJECT SHEET No. OF N:ot. DEL T4 ISEA RING