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HomeMy WebLinkAbout2307GENERAL NOTES: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS PRIOR TO EXCAVATION. PHONE NO. 1- 800 - 227 -2600 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR KNOWLEDGE.. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THESE DRAWINGS. REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO POMONA, CA 91766 COST TO THE CITY OF RANCHO CUCAMONGA. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ON THESE PLANS. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, (909) INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION RANCHO CUCAMONGA, CA. 91729 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- OF-WAY. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING E. METROPOLITAN WATER DISTRICT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. OWNER OR THE ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT EA POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS, THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED INCLUDING JOIN ELEVATIONS FOR CURBS, AND SHALL REPORT ALL BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 655 -4555 7951 REDWOOD AVENUE DISCREPANCIES TO THE ENGINEER PRIOR TO THE 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. G. INLAND EMPIRE UTILITIES AGENCY BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS . 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 6075 KIMBALL AVENUE COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH LS THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS Al CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE SURFACING. RIMS. WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED THE ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND TO STABILITY OIL CONTENT AND GRADATION OF ASPHALT PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED PAVING. CONSTRUCTION NOTES FOR STREET TREES: 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- WITH CITY STANDARD PLANS. TIONS COMPLETED TO VERIFY R- VALUE, SIEVE ANALYSIS AND SAND 2, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN EQUIVALENT OF AGGREGATE BASE. AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, OF THE STRUCTURAL SECTIONS. AS DETERMINED BY THE CITY INSPECTOR. 3 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS ACCEPTANCE BY THE ENGINEERING SERVICES DEPT. OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING 4. STREET TREES ARE TO BE PLANTED PER PUBLIC ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR INSTALL HYDRANT MARKERS PER CITY STD. NO. 134 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A IMPROVEMENT PLANS ONLY. QUALITY BETTER THAN THE NATIVE MATERIAL 23 12.I1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 -A AND 401 -8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17.N /A 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1- 800 - 227 -2600 END OF CURVE MIN. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. ECR - END OF CURB RETURN A. CHARTER COMMUNICATIONS (909) 880 -0220 4240 N. HALLMARK PARKWAY (909) 880 -0230 SAN BERNARDINO CA 92407 END OF VERTICAL CURVE I - B. VERIZON (TELECOM) 909 469 -6327 1400 E. PHILLIPS BLVD 800 483 -3000 POMONA, CA 91766 DOLCETTO PLACE SEE LMD PLANS C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427 -2200 PO BOX 3003 LONDON PLANE 7 REDLANDS, CA. 92373 15 GAL 4 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET TOP OF CURB TR - RANCHO CUCAMONGA, CA. 91729 CORTEZ CT KOELREUTERIA E. METROPOLITAN WATER DISTRICT (213) 217 -6000 700 N. ALAMEDA STREET 20 EA LOS ANGELES CA 90012 TREE F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655 -4555 7951 REDWOOD AVENUE (909) 987 -6585 FONTANA, CA. 92336 35' 15 GAL G. INLAND EMPIRE UTILITIES AGENCY (909) 993 -1600 6075 KIMBALL AVENUE 111 CHINO, CA 91708 LS 15 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 9 SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN CONSTRUCT 3" SCH. 40 PVC DRAIN PIPE WITH CURB CORE PER CITY HANDOUT THE ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS 59 INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 18 INSTALL STREET NAME SIGN AND POST PER CITY STD. NO. 401 -A & 401 -8 Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG STREET TREE LEGEND BEGINNING OF CURVE EC - END OF CURVE MIN. BEGINNING OF CURB RETURN ECR - END OF CURB RETURN STREET NAME BOTANICAL NAME COMMON NAME GROW SPACING SIZE QTY. END OF VERTICAL CURVE I - MIDDLE OF CURVE SPACE CURB FACE CL - CENTERLINE EAST AVENUE SEE LMD PLANS DOLCETTO PLACE SEE LMD PLANS VIA VENETO DRIVE SEE LMD PLANS LAMBRUSCO PL PLATANUS LONDON PLANE 7 40' 15 GAL 4 RADIUS POINT ACERIFOLIA TREE TC - TOP OF CURB TR - TANGENT RATE CORTEZ CT KOELREUTERIA GOLDENRAIN 5' 35' 15 GAL 20 EA PANICULATA TREE � 1 � 16: 17 GARCIA CT KOELREUTERIA GOLDENRAIN 5' 35' 15 GAL 12 5 PANICULATA TREE 111 1 LS ABBREVIATIONS: BC - BEGINNING OF CURVE EC - END OF CURVE BCR - BEGINNING OF CURB RETURN ECR - END OF CURB RETURN VC - VERTICAL CURVE BVC - BEGINNING OF VERTICAL CURVE I - MIDDLE OF VERTICAL CURVE EVC - END OF VERTICAL CURVE I - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWLINE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT R/W - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. DATED AARON T. S EERS P.L.S. NO. 8604 TRACT 18096 STREET IMPROVEMENT PLANS IW'A 15' ROUGH GRADE CUT —� , U 60' 4' 7.5' 18' C/L 18' 7.5' 4' o. V,5' •O• •OP BLOCK WALL BLOC (SEPARATE PERMIT) (SEPARATE PERMIT) K WALL •1 i 1 BLOCK WALL - • (SEPARATE PERMIT) • v.ruaaa�ovoa�mu��vvo�a vw�w �o���u�avrcmesn�uw����ov <vcaa�i��w,....r r PROP. 6' HIGH BLOCK WALL (SEPARATE PERMIT) 8.67 R/W 5' 7.0 32' l L.M.D. L.M I I 28 MIN.- 3:1 MAX. DECORATIVE THEME WALL - WITH 3• PERFORATED PVC DRAIN CONNECTED TO CURBSIDE DRAIN OUTLET ' �..... .. �:,..a 1.33'MAX RETAININ( BLOCK WALL (SEPARATE PERMIT) 28 MIN. 3:1 MAX. PROP. 6' HIGH BLOCK WALL ,(SEPARATE PERMIT) 2 1 a' R/W 1 4' . 7.5' 1 18' ii EXISTING IMPROVEMENTS C/L 18' 32 15' MIN. MAX. GRIND 0.10 FT MIN. EXISTING PAVEMENT AND BLEND - OVERLAY /AC PAVEMENT R/W 5' za 1.78 ®- ._� ._� MIN. TIM CAL SEM ON - DOWETTO PLACE & VI A VEN EM DR VE 1 " =10' LIMIT OF AC PAVEMENT PER PLAN I NEW PAVEMENT (REMOVE ALL EXISTING PAVEMENT) EXISTING PAVEMENT J SAWCUT AND PAVEMENT JOIN DETAIL CONSTRUCTION NOTES VICINITY MAP 1 " =500' QTY O1 CONSTRUCT PCC 8" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -8 0 195 LF O2 CONSTRUCT PCC ADA CURB RAMP PER CITY STD. NO. 102 7 EA O3 CONSTRUCT PCC SIDEWALK PER CITY STD. NO. 103 - WIDTH PER PLAN m 0 �qf SF ® CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE PER GENERAL NOTES 9, 10 & 19 (SEE SHEET 1) C U 0 O5 CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 - TYPE D1 -8 64 LF © REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT 580 SF • • A . • VEEE DRIVE N-- GRIND EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 W E SF - ,\ CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 - CASE A f EA (9 ) STREET TREES TO BE INSTALLED PER LEGEND AND NOTES ON SHEET 1 36 10 RELOCATE EXISTING STREET LIGHT 1 EA it CONSTRUCT PCC CROSS GUTTER PER CITY STD. NO 106 -A � 1 � 16: 17 18 19 • 2,040 I IO; 1 2 __ 3 4 5 6 14 111 1 LS 15 INSTALL 5800 LUMEN (INTERIOR) /9500 LUMEN (EAST AVE.) HPSV STREET LIGHT PER SCE (BY DEVELOPER) 9 EA 16 CONSTRUCT 3" SCH. 40 PVC DRAIN PIPE WITH CURB CORE PER CITY HANDOUT 1i 59 EA 17 CONSTRUCT PCC DRIVEWAY APPROACH TYPE R -1 PER CITY STD. NO. 101 32 EA 18 INSTALL STREET NAME SIGN AND POST PER CITY STD. NO. 401 -A & 401 -8 4 s 19 INSTALL STOP SIGN AND POST PER CITY STD. NO. 401 -8 3 EA 20 PAINT STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS r 3 EA 21 CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY - PER CITY STD. NO. 107 -A 2 EA _ INSTALL HYDRANT MARKERS PER CITY STD. NO. 134 3 EA 23 ADJUST MANHOLE TO FINISHED SURFACE 3 EA 24 ADJUST WATER VALVE TO FINISHED SURFACE 10 EA 25 15' ROUGH GRADE CUT —� , U 60' 4' 7.5' 18' C/L 18' 7.5' 4' o. V,5' •O• •OP BLOCK WALL BLOC (SEPARATE PERMIT) (SEPARATE PERMIT) K WALL •1 i 1 BLOCK WALL - • (SEPARATE PERMIT) • v.ruaaa�ovoa�mu��vvo�a vw�w �o���u�avrcmesn�uw����ov <vcaa�i��w,....r r PROP. 6' HIGH BLOCK WALL (SEPARATE PERMIT) 8.67 R/W 5' 7.0 32' l L.M.D. L.M I I 28 MIN.- 3:1 MAX. DECORATIVE THEME WALL - WITH 3• PERFORATED PVC DRAIN CONNECTED TO CURBSIDE DRAIN OUTLET ' �..... .. �:,..a 1.33'MAX RETAININ( BLOCK WALL (SEPARATE PERMIT) 28 MIN. 3:1 MAX. PROP. 6' HIGH BLOCK WALL ,(SEPARATE PERMIT) 2 1 a' R/W 1 4' . 7.5' 1 18' ii EXISTING IMPROVEMENTS C/L 18' 32 15' MIN. MAX. GRIND 0.10 FT MIN. EXISTING PAVEMENT AND BLEND - OVERLAY /AC PAVEMENT R/W 5' za 1.78 ®- ._� ._� MIN. TIM CAL SEM ON - DOWETTO PLACE & VI A VEN EM DR VE 1 " =10' LIMIT OF AC PAVEMENT PER PLAN I NEW PAVEMENT (REMOVE ALL EXISTING PAVEMENT) EXISTING PAVEMENT J SAWCUT AND PAVEMENT JOIN DETAIL CONSTRUCTION NOTES VICINITY MAP 1 " =500' QTY O1 CONSTRUCT PCC 8" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -8 195 LF O2 CONSTRUCT PCC ADA CURB RAMP PER CITY STD. NO. 102 7 EA O3 CONSTRUCT PCC SIDEWALK PER CITY STD. NO. 103 - WIDTH PER PLAN 13,388 SF ® CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE PER GENERAL NOTES 9, 10 & 19 (SEE SHEET 1) 2,258 SF O5 CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 - TYPE D1 -8 64 LF © REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT 580 SF U7 GRIND EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 1,489 SF O CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 - CASE A 2 EA (9 ) STREET TREES TO BE INSTALLED PER LEGEND AND NOTES ON SHEET 1 36 EA 10 RELOCATE EXISTING STREET LIGHT 1 EA it CONSTRUCT PCC CROSS GUTTER PER CITY STD. NO 106 -A 2,560 SF 12 CONSTRUCT PCC 6" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -6 2,040 LF 13 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER GENERAL NOTES 9, 10 & 19 (SEE SHEET 1) 40,440 SF 14 PAVEMENT TRANSITION SIGNING & STRIPING PER CITY STD. NO. 406 1 LS 15 INSTALL 5800 LUMEN (INTERIOR) /9500 LUMEN (EAST AVE.) HPSV STREET LIGHT PER SCE (BY DEVELOPER) 9 EA 16 CONSTRUCT 3" SCH. 40 PVC DRAIN PIPE WITH CURB CORE PER CITY HANDOUT - SEE SHEET 2 59 EA 17 CONSTRUCT PCC DRIVEWAY APPROACH TYPE R -1 PER CITY STD. NO. 101 32 EA 18 INSTALL STREET NAME SIGN AND POST PER CITY STD. NO. 401 -A & 401 -8 4 EA 19 INSTALL STOP SIGN AND POST PER CITY STD. NO. 401 -8 3 EA 20 PAINT STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS 3 EA 21 CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY - PER CITY STD. NO. 107 -A 2 EA 22 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134 3 EA 23 ADJUST MANHOLE TO FINISHED SURFACE 3 EA 24 ADJUST WATER VALVE TO FINISHED SURFACE 10 EA 25 CONSTRUCT PCC DRIVEWAY APPROACH TYPE R -2 PER CITY STD. NO. 101 258 SF 26 INSTALL THERMOPLASTIC TYPE A LANE DROP LEGEND 2 EA 30 CONSTRUCT CATCH BASIN PER CITY STD. NO. 300 - WIDTH PER PLAN 2 EA 31 CONSTRUCT 24" RCP STORM DRAIN PIPE - D LOAD PER PROFILE 119 LF No. 62183 Ezp: 9 -30 -13 \Cl V co Z Q a H Z w w 0 a LU w w D' H <n rn 00 h U Q J. \103 - 206 \Streets \Tr18096- stOl.dwg, 3/28/20123.34.07 PM, 1.1 CORTEZ CT -SEE@a RIGHT V VIA VENETO DRIVE - SEE SHEET 2 t 16 17 1.8 I - 1 ,5 0 o 5' LM.D. EASEMENT —I \ O AD 19 ID l m + / 3 3 3 it - } 2 7 _____.,.. 2.7Y, G � H m 2■ - STA. 5 +43.00 VIA VENETO DRIVE 2� 1 6 +50 2 +00 =INT 2 +70.00 LAMBRUSCO 30 NOr03 5fi"W 4 15 1 � nn nn I WPM (zrn � � _� file 2b _ _ • c\ LAMBRUSCO PL NOTE: PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS SHALL BE INSTALLED IN CORNER SIDEYARDS OF LOTS 1 & 19 PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CITY. Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES LAMBRUSCO PL - SEE @a LEF 15 15 1 0 19 C 3 _ 1 N 2' 18' 18' 1 m ° 5 6 o7 a• a� 7 17 17 4 r a Imo' °'� r r rn+.:. . . 1,� 2 a 3 �_ J :cal, +-� �.. (TYP.)<r ° Qm I PUBLIC UT1L. EASEMENT IU � 3 r STORM DRAIN ao R/W 2 t932 �l SEE SHT. 4 0 i !� L 58 v L 16'DWY� to i Q N M n // 3+ o 41, 1 +o0 0 ,y� 20 SewE 6bSEM uT E 1 ass ss �4 c 1 �/ To cvw ... _ --- ��� �j� REUISFDSEuE� 3 a + o + o R/W + 16 + .4 a (TYP.) JO a J �3J ( TYP. ) Nv nU NU J 11 17 10 7 9 17 7 8" 7 Q PRIVATE S.D. 15 EASEMENT CT O1 CONSTRUCT PCC 8" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -8 14 PAVEMENT TRANSITION SIGNING & STRIPING PER CITY STD. N0, 406 O2 CONSTRUCT PCC ADA CURB RAMP PER CITY STD. NO. 102 B + 15 - O3 CONSTRUCT <D N � 16 CONSTRUCT 3" SCH. 40 PVC DRAIN PIPE WITH CURB CORE PER CITY HANDOUT - SEE SHEET 2 n� CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE PER GENERAL NOTES 12 7 7 13 CONSTRUCT 3 r STORM DRAIN ao R/W 2 t932 �l SEE SHT. 4 0 i !� L 58 v L 16'DWY� to i Q N M n // 3+ o 41, 1 +o0 0 ,y� 20 SewE 6bSEM uT E 1 ass ss �4 c 1 �/ To cvw ... _ --- ��� �j� REUISFDSEuE� 3 a + o + o R/W + 16 + .4 a (TYP.) JO a J �3J ( TYP. ) Nv nU NU J 11 17 10 7 9 17 7 8" 7 Q PRIVATE S.D. 15 EASEMENT CT O1 CONSTRUCT PCC 8" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -8 14 PAVEMENT TRANSITION SIGNING & STRIPING PER CITY STD. N0, 406 O2 CONSTRUCT PCC ADA CURB RAMP PER CITY STD. NO. 102 B N89'56'04 "E 15 INSTALL 5800 LUMEN (INTERIOR) /9500 LUMEN (EAST AVE.) HPSV STREET LIGHT PER SCE (BY DEVELOPER) O3 CONSTRUCT PCC SIDEWALK PER CITY STD. NO. 103 - WIDTH PER PLAN 29.32' 16 CONSTRUCT 3" SCH. 40 PVC DRAIN PIPE WITH CURB CORE PER CITY HANDOUT - SEE SHEET 2 ® CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE PER GENERAL NOTES 9, 10 & 19 (SEE SHEET 1) 17 CONSTRUCT PCC DRIVEWAY APPROACH TYPE R -1 PER CITY STD. NO. 101 O5 CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 - TYPE D1 -8 18 INSTALL STREET NAME SIGN AND POST PER CITY STD. NO. 401 -A & 401 -8 © REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT H N89'56'04 "E 19 INSTALL STOP SIGN AND POST PER CITY STD. NO. 401 -B O7 GRIND EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 1 29.32' 14.75' 20 PAINT STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS ® CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 - CASE A 210'00'00" 21 CONSTRUCT CURBSIDE DRAIN OUTLET - LOW CAPACITY - PER CITY STD. NO. 107 -A O9 STREET TREES TO BE INSTALLED PER LEGEND AND NOTES ON SHEET 1 57.53' 22 INSTALL HYDRANT MARKERS PER CITY STD. N0, 134 10 RELOCATE EXISTING STREET LIGHT 29.32' 14.75' N 23 ADJUST MANHOLE TO FINISHED SURFACE 11 CONSTRUCT PCC CROSS GUTTER PER CITY STD. NO 106 -A 27.00' 42.41' 24 ADJUST WATER VALVE TO FINISHED SURFACE 12 CONSTRUCT PCC 6" CURB & 24" GUTTER PER CITY STD. NO. 104 - TYPE A2 -6 13 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER GENERAL NOTES 9, 10 & 19 (SEE SHEET 1) LINE /CURVE DATA TABLE REF BEARING /DELTA RADIUS LEN /DIST. TANGENT A 90'00'00" 27.00' 42.41' 27.00' B N89'56'04 "E 62.55' C 150000" 112.00 29.32' 14.75' D N75'03'56"W 57.53' E 210'00'00" 38.00' 139.28' 141.82' F N74'56 04 E 57.53 G 15'00'00" 112.00' 29.32' 14.75' H N89'56'04 "E 295.54' 1 15'00'00" 112.00' 29.32' 14.75' J N75'03'56"W 57.53' K 210'00'00" 38.00' 139.28' 141.82' L N74'56'04 "E 57.53' M 15'00'00" 112.00' 29.32' 14.75' N N89'56'04 "E 142.99' =90'00'00- 27.00' 42.41' 27.00' �� Af -Bust ARA+,)nJ - - L- m, DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 18096 STREET IMPROVEMENT PLANS LAMBRUSCO PLACE & CORTEZ COURT APPROVED BY: *- DATE:'V >�- ni CITY ENGINEER ° RCE: 53(o7z DESIGN Prepared Under The Supervision Of : REC PED } ATS ENCOMPASS ASSOCIATES, INC. No. 62183 CONSULTING CIVIL ENGINEERS Eap: 9 -30 -13 DRAWN 5699 COUSINS PLACE SHEET it RANCHO CUCAMONGA, CA 91737 ATS 1909) 684 -0093 3 OF 5 F A 4 CHECKED RCE No 62183 DRAWING NO. AAR N SKEER EXP. 9 -30 -13 2307 DATE 3.30 •IL FILE No U) z CL J z z Li 2i w O Cr CL F- w w COw CO m rn 0 U h JP, 103 -206`. Sireets`,T08096- st02,dwg, 3,2820123.36.15 PM, 1 1