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HomeMy WebLinkAbout2048 SEXCAWARK BENCH MARK NO. 10051 ff ffRA NO TES: BRASS DISC ON SOUTH END OF CATCH BASIN AT NORTWEST 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY j V-0,41 ji v i�,Jrr-_M,1J_r_,D114 74.E� S-CY-J00-1, OF RANCHO CUCAMONG4 STANDARDS, AND THE STANDARD SPECIFICATIONS CORNER OF 84SE LINE ROAD AND SWA 'ON R OAD NS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR CITY OF RANCHO CUCAMONGA B.M. SHALL BE FAA41LIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. ........... 1300686 EL EVA TION. rm L J6 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, EX. SHOWN OR NOT Qt� SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIA41TS OR IN A.P. R IR, t Qc) STATE ROUTE 210 ADJACENT AR64S WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 'Ile '0 REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO (S'HEEE J) COST TO THE CITY OF RANCHO CUCAMONGA. J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAA41LIARIZE 0 LOT C HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPOjVSIBLE FOR ANY C DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY L-Lj (S T 2) 14 FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 15 t VICTORIA ST. 20 19 18 ON THESE PLANS. 22 21 17 16 2 4. A PERA41T SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA Ljj ,,SAyV,6AfG _j ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION < rA 1 4L 0 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY C) 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF' SUB-GRADE ELEVATION AND AT NOT MORE BASELINE A V. z THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURV E ARE4S. "j, Lor a 5 6 71, 8 9 10 11 12 1 13 4 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LArERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING Z4 14, 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONG4. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 7 FOR APPROVAL PRIOR TO THE PLACEMENT OF 84SE MATERIALS ANDIOR SURFACING. & AT THE COMPLETION OF PAVING, A M4TERIALS REPORT SHALL BE SUBMITrED PARKWA Y DRAZN-J '0 SWA,,,L,,E TO THE CITY ENGINEER, LISTING ALL TESTS OR DE71ERMINATIONS COMPLETED FOR, 9/ TO VERIFY STABIL17Y OIL CONTENT AND GRADATION OF ASPHALT AP VIN11 T Y M, V1 NOT TO SCALE PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL E�rAIV AlAIDA, rr"?A J_L JIYA/ y s rAl rjoi V SH T 6) BE SUBMIT71ED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EOUIVALENT OF AGGREGATE BASE. MR-Iff LSQN&S, TRUC T .LON-_NQ TE.S 'p NOR7HI SOUTH Z K M -4 - 7R. 8NDR Y 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT &_CONST 5" THICK AC PAVEMENT OVER 6" AG. 8ASE (MIN.) 4,528 SF SCALE: 1'*`=1100' LOT LINE TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 50' OF THE STRUCTURAL SECTIONS. 0__CONST J" THICK AC PAVIEA14ENT OVER 4" AG. BASE (AaN.) .......... .......... ....102,39, 2 SF w PUEISIDEWALK 2 CONST 6" CURB AND GUTTER PER CITY STD. NO. 104 ...... .............. J30 L F Fu I. E q_ CONST SIDEWALK 4" THICK, WIDTH PER PLAN, PER C17Y STD. NO. 10J________.... 18,674 SF RIP R W EA SEMEN T 20 18' 1,8., VARIES OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING D' 1 11.5' A41N. 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS (:;D-- LOi ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR CONST CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A........ 3,276 SF cl DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 40" LOT LINE CL LOT UNE 19.5" MAX. QUALITY BETTER THAN THE NATIVE MATERIAL. (D__CONST. HANDICAPPED ACCESS RAMP PER CITY SM NO. 102 .......... ........ 5 EA ENST, RIW 66#/74' CONST CURB TRANSITION-ROLLED CURB TO STANDARD C & ........___85 LF A llr_ 2Z 44 44' 120$ 12./F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS PER DETAIL HEREON W m 2.5' STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. A SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 0__CONST DRIVEWAY APPROACH PER CITY S TD. 10 1 TYPE R-1,4 ..­­­...... ............... ......... 2,7,80 SF 20 2110' 20 114 0.11' AVEMENT WIDTH PRIOR TO PAVING (SEE DRIVEWAY APPROACH DETAIL ON SHEET J) 10 RA TE FOR THE FULL P ZI VA 6.5t GRWI ND 12' 1415 2.5 CONST CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 V" PER PLAN. 4 EA JA_ 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN CONST LOCAL DEPRESSION PER CITY STD PLAN NO. JOZ............................... ................ 4 6A 80 MEDIAN 2X DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 1 INSTALL R-I STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY ST9. NO. 4011-8. 2 EA BID. ANY ITEM OF WORK REOUIRED BY THESE PLANS WHICH IS NOT 1 S,CA'ND 1 CONC. LANDSCAPE ��FT WALK FT INSTALL STREET NAME SIGNS PER CITY STDS. 40 1-A & 401-8. 6 EA J SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE BUFFER CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. @_��_INSTALL STREET LIGHTS 5800 H.P.S.V BY S.C.E, PAID FOR AND COORDINATED BY 2Z MIN. A AX THE DEVELOPER THROUGH THE C17Y TRAFAIC DIVISION. 1"8 VIA REGALLO DRIVE AND ................... 27 EA 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A )FU, TURE Al AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. (i�_INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 1J4 6 EA SIDEWALK 2 1 2 ClDim­ VIA TESORO DRI 11 MW 14 ADJUST MANHOLE RIM TO NEW GRADE, ......................... ............ ....................... ....... ...... .......12 FEA St Ev 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM TYPh A'I! FCTION RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OA41SSION DISCOVERED &__ADJUST WATER VALVE TO NEW GRADE ... ........ ............ 12 CA iNTRANCE SA DLERIDGE E , !�' NTS, R=49 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS &16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. ...... ------- 2,8 EA _LT1 W,,A NDA DRI V TI=5.0 SHALL BE PROMPTLY SUBA41TTED TO THE CITY ENGINEER FOR APPROVAL. INSTALL W53 SIGN & POST (NOT A THROUGH STREET)....... ....... ......... .......... I SA 1 YP I CA L SE C TION TKPICAL SECTION CONST C06BLE CURB & GUTTER PER C17Y STD. NO. 105-8_.......... ....... JJ5 LF WESTIEAST 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NE4T, CLEAN, HAZARD NTS LOT LINE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLE4NED (��_CONST ROLLED CURB & GUTTER PER CITY STD. NO 5,t554 LF T1=8.0 NTs' R=49 T1__5.0 R=49 LOT LINE UPON REQUEST OF THE INSPECTOR. CONST CURB TRANSITION- COBBLE CURB TO STANDARD CURB & GUTTER.....,,....... 50 LF NOR THI SOUTH SIDEWALK 0(2�_ 104 J71 LF PAD 7R. 8NDR Y EASEMENT 17.NA TIVE SOIL IS To BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR CONST A 1-6 CURB ONLY PER C17Y STD. NO. LINE LOT LINE LOT I LINE I 0'W120 18'* 5# TO FILL PLACEMENT 2 , SAWCUT AND REA40VE EXISTING AC... .................._..................... ....... 3,-600 SF 64.5' - ........ I&CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS GRIND & CONSFRUCT 0. 1' A41NIMUM AC OVERLAY PER DEMIL HEEREON......__... .......... 450 LF PUEISIDEWAIL.K- q_ LOT D EA SEMEN T 0, PRIOR To EXCAVATION. PHONE NO. 1-800-227-2600 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. N8-8. CASE C. ...... I E4, tor D 2% PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING (AS SHOWN ON SHEET 2) ST'D CURB 7 IN. G,U,,T 60" IM Xf 3. A. S4N GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 @�_INSTALL R-7 TYPE "K "KEEP RIGHT" SIGN, PER CALTRANS STD. NO. 4-43-... MAX. 2Z INSTALL PARKWAY DRAIN PER ALHAMBRA FOUNDRY A-470 (3'** X 36') 0.11* MR JAMES FREI 2.5' MIN. 4/1 , FOR BASE LINE ROAD CONSTRUCTION (SEE DETAIL ON SHEFT 4), 1 SA 1114 T .......... .......­­­­­.................. .......... ...... ......... 6*CF/80CF X. ALL STREET LIGHTS 9500 H.P.S.V BY S.C.E., PAID FOR AND COORDINATED BY �IFP 114"�rd B. GENERAL TELEPHONE COMPANY (800) 483-JOOO INST THE DEVELOPER THROUGH THE CITY TRAFf'IC DIVISION.......... ........ ........... ........... 2 EA WEDC33F CURS RGROUND SERVICE FOR UNDE L2"' 7Y CONSTRUCT LIA41TED ACCESS CURB PER CITY SM 1,05-C C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 PROVIDE TRANSITION TO JOIN 10" COBBLE CURB AND 26 LF WALk 7Y 19 1981 W. LUGONIA AVENUE 1AM1.0c)(104ro cWc#.CrE PAVC&SAW At)*. sr REDLANDS, CA. 92373 5!QR-k afiAN-N,_CQY5_TR, C J�IA SA VINO PL A CE VIA REGALLO DRIVE AND D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 @_-INSTALL 60" RCP (V L04D PER PROFILE)__.... ......... ............................ ....... ....... .......JJ17 LF A ND VIA 9641 SAN BERNARDINO ROAD -VIA TESORO DRIVE .0 A4EDIAN -BRUNELLO PLACE RANCHO CUCAMONGA, CA. 917JO 41 INSTALL JO" RCP (T" LOAD PER PROFILE)......_....... ...... ....... .............. 614 LF E, METROPOLITAN WATER DISTRICT (909) 593-7474 a @_-INSTALL J6- RCP (T" LOAD PER PROFILE)............ ....... ........ LF TYPICAL SECTION TYPICAL SO 700 N. A40RENO AVENUE 4 INSTALL 24" RCP (ID" LOAD PER PROFILE) ------ LF NTS NIS (i�/,-IN, TI=5.0 R=49 TI=5.0 R=49 LAVERNE, CA. 91730 (��INSTALL 18'" RCP (ID" LOAD PER PROFILE).... ................. IF F. SOUTHERN CALIFORNIA EDISON COMPANY (8,00) 655-4555 4- , CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN NO. 318___._._ ................. I EA 7951 REDWOOD AVENUE @-CONSTRUCT MANHOLE NO. 2 PER C17Y STD. PLAN NO. 3 119...�-..��.-..-��-.�-�-.�,-�.�.��... ............ 2 64 CURB TRANSITION FONTANA, CA. .92,336 a48 -CONSTRUCT TRANSITION STRUCTURE NO. J PER CITY STD. PLAN NO. .......­­­_­­.2 EA G. PACIFIC TELEPHONE COMPANY (714) 999-56J9 @-, CONSTRUCT TEMPORARY BRICK PLUG...............................___........... .......1 FA ROLLED CURBTO 6" CU� RB AND GU.T.TER 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT CONSTRUCT MANHOLE NO., 4 PER CITY SrD. PLAN NO. 32, 1__.......... ........ 3 EA NOT TV SC4LE SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTIL17Y LATERALS WITHIN @_-CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. J00__.... ........ ....... ............. 3 EA, THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INSTALL STANDARD SIZE CATCH 34SIN FILTER PER OETAIL (N SHEET 8... ....... ............................ J 6A INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 4 INSTALL 48* RCP (-vD- LOAD PER PRORLE),___ ......._............. ........1J LF SATISFACTION OF THE CITY ENGINEER. INSTALL GRASSY SWALE PRE-FILTER CATCH BASIN PER STREET TREE LEGEND.# DESCRIPTION of REVISION DA 7E APPROVED <Z� KRISTAR ENTERPRISES, INC OR APPROVED EOUAL (DETAIL ON SHEET 6).,,,,,......... ......_ 1 64 BOTANICAL 20 ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, E STREET MIN. GROW THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS EP SIZE SPACING QTy EXIST NAME SHALL BE LOCATED BEHIND THE SIDEWALK. Sylm"SOL NA ME NAME SPACE CITY of RANCHO CUCAMONGA PER PLA, N 2 GRIND 0.10 MIN. SAWCUT AND WE'MZVE DA A VE EUCALYPTUS IN, ETIWAN RED GUM 5 GALLON 30 0.C. 8-v 11 EXISTPAVEMENT, AND CAMADULENSIS PRIVA �T_ EX. PA VEMEN T OVERLAY 0.1,0' MIN. TRA C T 16716 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A S&4RCH OF AVAILABLE RECORDS, STREET IMPROVEM, T & TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISRNG UTILITIES EXCEPT CONSMUCTION, N, ,Orf*S, FOR SrREET MEES: THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UrILITY LINES SHOWN ON THESE 15i PA VIEM EIN T 1. ALL STREET TREES ARE TO BE PLANTED W ACCORDANCE STORM, DRAI-NI", PLAN DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- EXISTING PA,VEMENT WITH C17Y STANDARD PLANS. TITLE SHEET SIBILITY FOR THE UTIL17Y PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT A C-0 VERLA Y, &E TA X ROW2005-0081to SHOWN ON THESE DRAWINGS. I 1 11 ��l '' I'll 11 ' 'I 'll, ,' "" W. L 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN DA A PPRO VED 8 Y. TE: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- AGRONOMIC SOILS REPORT SHALL 8E FURNISHED TO THE GINEER RCE.- __J495J IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION TTIN , S ,RV Y k'ONFUM" I'D 1,0N CITY INSPECTOR ANY UNUSUAL TOXICITIES OR NUTRIENT E Cl TY EN Underground Service Alert EXIS IvG ",U q/ OF THIS PROJECT,- INCLUDING SAFErY OF ALL PERSONS AND PROPERWT)� THAT OfA4 I HEREBY CERTIFY THAT I HAVE IDENrIFIED ALL SURVEY MONUMENTS OF RECORD DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, DESIGN THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, REC 1_�_ I MADOLE ASSOCIATES, INC. 'A "S W ,1CH CURRENTLY CALL AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THAT COULD BE DISIVR&ED BY THIS PROJECT ALL S41D A40NU,4&NT H AS DETERMINED, 8Y THE CITY INSPECTOR, CCILP CONSUI-nNG, C,/WL ENOINCERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DE AS rOLLOWS., No. 62183 AND LAND PLANNERS TOLL FREE J. ALL STREEr TREES ARE SUBJECT TO INSPECTION AND V2 IN CONNECTION WITH, THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING Exp: 9-30-05 DRA WN 7160-A South Rochostor Avenue ACCEPTANCE BY THE ENGINEERING DIVISION. OjorA SHEET fl;CA 9011;151 1 -800 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE THERE ARE NO SURVEY A40NUMENTS OF THAT COULD BE DISTURBED BY THIS PROJECT. 17- 1 cc 4. STREEr TREES ARE TO BE PLANTED PER PUBLIC 227-2600 0 IMPROVEMENT PLANS ONLY CAk. CHECKED RCE No 62183 DRAWING NO. PORT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL RE DA TED: ------------ LP 2048 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ANTHONY HA P.L.S. NO. 7635 DA FILE No PROJECT SHEET NO OF...... JA715-1785\streetsWl Awa,9/12,/200510:12:04 AM.Cornolle HEN0#WARK A ... ........... 4-- t pw BENCH MARK NO. 100,51 ............. ........... .............. ................. ............ L ...... J BRASS DISC ON SOUTH END OF ..........i.......... 0 - CATCH BASIN AT NORTWEST y Ic L ia L-54101 CORNER ir .. ...... OF BASE LINE ROAD AND 41-11111-1-1 4111 _111-11 ........... T f ',ig, P7, 5,T G _4 E SWANSON ROAD ................ t .......... "'I............. t i f CITY OF RANCHO CUCAA40NGA B.M. sa, VS. ................;� ��'Op ELEVA TION: 1300.686 4 U, T "717 + 41 ......... "A' _j, t f C f .......... i 4 ........ -A ... ....... . ... ...... 'q- ........... .......... 4/Ri Z q 4� -4- ........................ J ..........pi�................................. ....... t -j ir 4 i 4- t­ I , , i-, li""","",i�""'',",�,,�""",', 11111-1- I'll -1-11 �.249: f i .............. N.......... .............. C + _41._4 i. -4- J 1,111- ................... 4 'ZI L ............... ............ ........ .... .......... EX j _14 ­­�­111­11­­,.............. ......... T __4 .................. "'T .......... A ........... 41-1-111111-4............ 7 3111)/,� �_]........... 1-.......... .......... --tr- ............ .......... .................. ........... t __,............... .......... 4--....................................... 4L it .......... ................ ................ -4, 4 f ..... P7 ADA 4............ ........... ....... .................J�� FN 4----- ............. ........... .......................... ............................. 4-- ........... 4 ............. ........... ;SPR ........., .............. ....... g _4 ...........I'll,.......... ......... 7— Z T 'A f ........... T 4. I t ............... -4, W, .. ..... ......... .......... ....... E J, 8 ... .. ....."I", 9 )U V .... ....... .......... .............41 6 t t S H All ........... 11-1-1-1,1............. -4- j ........i T- i j "'j-,'", "i ...................... i!;7 I q, 4- ow, if .......... 777��7777 ........ 71 ­,"',.............. i'll, "All", 11 4- 4 t .......... 4- 3, R;:��1 ............ W, ['9341 "r -4- T 4 + "!............. .............. f V%N.............. ......... ......... ............ ... ........... 4-, ........ ......... ............ + ................. F F­�11 F-I'll", t ........... It V ............ + 7 -T ..... TR* 4- il 4111-1 + 41 ......... 4............ ............ .......... \-4- T. "EX-ts, ....................... ................- .......... 2. . ..... V-V 41 ................. P, OS,,,,D PR 7, f..................... ...... 4 ........... ........... L -1!1' A ........... .......... ........... 11-.................. .......... ............... D R 4-7 j" I" ... ....... ... .......... 'A, 4- I i t ... ............ .................... 4 ............ t- t f ............. ................. ............ i.............. .......... 4' f i f .............1, 4 ........... ........... .............................1�­­ . ........... ........... .....................IL", J 4 4 ............... 4" .......... _j q A.......... .......... ...11"__ ........... ;0,( 4� PLMI I ASPHAL T PA VING OR CURB AND GU TIER FINISH SURFA CE PER C1 VIL J, ........ 10+00 11 +00 12+00 13+0- 0 11 +00 12+00 13+00 ENGINEER'S S7REET IMPROWMENT PLANS. 18" WDE NA 7Z)RA1L COLW MED. BROOM FINISH CONCREIE BAND- S/C AwLE IN E T SEE PLAN FOR LOCA 77ONS. ETIWANDA A VE 0 40 80 120 160 SCALE: 1 4, PRO 14DE 112'" RADIUS AT EDGES. 12" DEEP ALONG DRI VEWA Y, SEE SHEE T 5 6" DEEP ALONG WALKWAYS. PROWDE SCORE J01NrS 0 5' O.C. AND - T ION JOINTS 0 20' 0.C, 01 /C SADDLERIDGE DRIVE 112 HICK EXPANS /C PRI VA TE VIA SAVIN'' 'O PLACE SEE LEFT' 80 mm -TUMBLED AN77OUE C06BLE /- INTERLOCKING CONCRE7E PAVERS SEE RIGHT W1 SEALANT COLOR TO BE CHARCOAL AND GRA Y IN HERRINGBONE PAT7ERN. PAVERS AVAILABLE FROM ANGELUS BLOCK CO., 44 PROP. RIW All NAP. TEL. (909) 822-9171 & FR. BNDR Y LOT C t.Z 1" THICK SAND LEVELING BED. Q) LOT 8 :-k _16. LOT C TR. BNOR . I-eK T FIRE ACCESS EASEMEN COMPACTED SU19GRADE PER SOIL ENGINEER'SREPORT(RHA 7U 7 7 �j C tk 1,2+0j.05 LAJ 13+72.J9 WA S4KN0 PLACE COMPAC70 SUBGRADE ROCK BASE MA 7ERIAL, MA 7ERIAL TYPE AND 7HICKNESS zi� +Q) 4� 10+00� VIA S4 WNO, RACE QZ 12+0j.05 10+00.00 0 PER SOIL ENGINEER'S REPORT (ITI%1,4 t�goi/,P- bAreb 8124106- 95,0/6 RQ PROP. Qj 29 NO VE 12+50.90 '3+40.47 (2) 15 REBAR AT MIDPOINT OF BAND (CON71NUOUS), IN AUTOMOBILE (12') SEC770N. A� CN 8C 11, + +48.90 5 8CR USE (2) 15 REBA R A T MIDPOIN T IN 0 DEEP SEC TIONS. FM CROWN X-f1l K.Wtl/ _a 10*00,00,:/,��SAVD LF 14,1;FA -Z I �TUR&S1 �TIOII� 2 0000� E NDA A VE Miii'if E E + E Z'' J AND SADDLERIDGE DRIVE CL. IN T *PER SOILS ENGINEERIRMA, GROUP RECOMMENDATION RIDGE DRIVE 2+48-05 WDLE DATED AUGUST 24, 2006 7 1�+ 9 91�VIA�V�IN7LA ::zq V E, it E �W_ 10+J1,92 EC 1k 5 1 +46.12 END '.,ROWN Underground Sarvice Alert 10+46'# 12 <3 CALL A PR 'M OLL FREE No. 621,83 Qc Z, OP. Rll Q) T (,"At -,14 20) 1 -800 Exp: 9-30-05 Or -LO Typ. 207 jp -4 227-2600 30 0 4 3 2 CV 1@2 0. Q) CN CA!) LOT B 0,� PROP. R1W TWO WORKtNG DAYS BEFORE YOU DIG 44 & TR. BNDRY + T� VZA TESORO DRIVE VIA REGALLO DRIVE SA,­D,D,"� L," ,ER1,1D DRil"'t,T"- SEE SHEET' 4 WA SA IM PLACE SEE SHEET 3 CONST 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) CONST 6" CURB AND GUTTER PER CITY STD. NO. 104 CUR,VE TABLE CONST SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY ST9. NO. 10J. CUR- DEL TA RADIUS LEWTH ANGFNT CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO., 106-A. C1 90"00,00- J15 00 54..08 e 351001 DA TE A PPRO VED DESCRIPTION of REVISION CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO 102. C2 901100,100 35.00 514.98, 35.00 CONST. CURB TRANSITION-ROLLED CURB TO S7ANDARD C & G, PER DETAIL SHT. NO. 1 Cj 17*51`58 __39..00— 12.16 6.13 PROP. ROLLED CURB & GUT7ER I CITY of RANCHO CUCAMONGA CONST. DRIVEWA Y APPROACH PER CITY STD. 10 1 TYPE R-1 (SEE DRIVEWA Y APPROACH DETAIL ON SHEET 3) 45 50.100 39.76 21.00 C4 CONST CURB OPENING CATCH HASIN PER CITY STD PLAN JOO "W" PER PLAN. C5 2Z:41.4 41 22.50 10.88 5.55, CONST. LOCAL DEPRESSION PER CITY ST9 PLAN NO. 307 C6 4.00 12.57 #ffW'TE j3Z TRA C T 16716 10, INSTALL R-1 STOP SIGN AND "'STOP"' PAVEMENT LEGENDS PER CITY ST9. NO. 401-B. C7 Ith 18,0000 00 4.00 1257 INFIN E ...................4�_ 0�_INSTALL STREET NAME SIGNS PER CITY STDS. 40 1-A & 4,01-8. S TREE T 1M,,, P R 0 VEMEN T .0 C8 910*1010,00 2ZOO 42.41_ 2700 1�1 INSTALL STREET LIGHTS 5800 H.P.S.V BY S.C.E, PAID FOR AND COORDINATED By C9 2ZOO 4Z41 27,06 -BACK S go vo 60,0 @ — PROP. RIW SADDLER1 DRIVE AND! THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. C10 2L41-41" 22.50 10.88 5.55 Z 45 40 39.76 W C11 50.00 2',1,.00 "A ACE @-INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 1J4 S Wir 11,,0 Pt ADJUST MANHOLE RIM TO NEW GRADE C12 1 0 39.00 12.16 6.1J 0) ZL5—V58" ATER VALVE TO NEW GRADE cii 50.00 78.41 49.87 APPROVED BY: DA TE: 20" WADJUST W _129 "A 49 ,3 14 32.00 Cl TY ENGINEER RCE. -120 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. C 50.18 INSTALL W5J SIGN & POST (NOT A THROUGH STREET) C15 89*5, 1,"20 0 28.06 43,91 27.93 LINE TMLE DESIGN !�CO, AIDED MADOLE & A SSOCIA TESI, INC.: CONST COBBLE CURB & GUTTER PER CITY STD. NO. 105-B C16 9qV8`40" 28.00 44.05 28.07 LINE BE L ENG, tH CCILP CONSUL rING C1 Vil- ENOINCERS ANO LAND PLANNERS -A *08"40" 32,00 50-J5 J2.08 ,9'0 "E CONST ROLLED CURB & GUTTER PER CITY STD. NO 105 C17 Ll 15100 S89 CONST. CURB TRANSITION- COBBLE CURB TO STANDARD CURR & GUTTER L -59"0 rE 15-00 DRA WN 760-A South Rochester Avenue SHEET 51 L-OO 78.67 50.IJ A 01 E: C18 900 NT (OOR30, CA 017 9 9J 7-49151 CONST. A 1-6 CURB ONLY PER CITY STD. NO. 104 cc OF-A—, :Z� CONST. HANDICAPPED ACCESS RAMP PER CALTRANS STD. N8-B, CASE C. (AS SHOWN HEREON) CHECKED RCE No 62183 DRAWING NO., (ay—INSTALL R-7 TYPE "K" "'KEEP RIGHTO SIGN, PER CALTRANS STD. NO. 4-43. LP 2048 ROW2066-00810 DA '01 FILE No -7t 1AJ1_E12L0C1<1AJG COA/0ZE'rE PAVC/2-S PM Pt-rAX #W0A1. 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TC ROLLED CURB a 1 v a� °� DESCRIPTION of REVISION DATE APPROVED o 6 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C & G. _ _ _ _ _ _ _ _ _ _ CURVE TABLE 7�-CONST DRIVEWAY APPROACH PER CITY STD. 101 TYPE R-1 (SEE DRIVEWAY APPROACH DETAIL HEREON) CURVE DELTA RADIUS LENGTH TANGENT CITY 8 CONST CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 "W" PER PLAN. FL ROLLED CURB ati ppb h C1 89'5120o' 32.00 50.18 31.92 Cl l o f RANCHO C U CA M ON GA Z CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 307. CL SIRE£T °'�'�,°'' A '���o,°�' C2 89'5120"' 28.00 43.91 27.93 10 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-B. - - C3 180100'00" 5.00 15.71 /NF/NI TE TRA C T 16716 �-INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-8. PUE�/SIDEWALK C4 180100'00" 5.00 15.71 /NF/NI TE 12 INSTALL STREET LIGHTS 5800 H.P.S.V. 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