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HomeMy WebLinkAbout2311SHEET 4 INDEX MAP SCALE 1" =100' EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) 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: 5Q 1 ' IP TAGGED RCE 25742 © 1 112' IF, DOWN 0.6' ® 1 112' IP TAGGED RCE 7344, ® 1 112' IP TAGGED RCE 7344, DOWN 0.3' 91 BRASS TAG AND TACK TAGGED RCE 25742, FLUSH n0 i' IP TAGGED LS 4430 SEE FlNAL MAP AND INDIX MAP ABOVE FOR LOGITIONS C� ��z°�„•._ DATED JENS THIELMANN R.C.E.25742 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR LS. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL. BE PROVIDED TO THE CITY. [Cow] CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS Ll i i STREET IMPROVEMENT PLANS TRACT NO. 18806 n n 60' n TV R,�W , 64' FUTURE ROW 12 CL 12 58.93' ( 7.5' 18 18' 7.5' CL 12' 1 0 5 FS AT CL 0.03' 0 5 I 1 2 FUTURE R W 7.5' O BELOW TC / I 18.93' 8' -20' 5'I- 2 ---- - -1.7% - 1- --- __'_ - - - - -- FS AT CL 0.17' 2 1 2 1 :.... TRACT BOUNDARY 1 BELOW TC 1 O)5 1 0•5'I STA 11 +90.26 TO 21 +16.87 SUNNYSIDE PLACE 0.5' I f° 1- _�� 2 6 3 STA 8 +50.00 TO 10 +00.00 WINDROW DRIVE 3 6 2 1 - -• ' - 1 STA 6 +64.91 TO 8 +41.91 GREEN CYN. DR. 0.5' (CURB TYPE A2 -6) 4 4 6 TYPICAL SECTION - SUNNYSIDE PLACE, WINDROW DRIVE & GREEN CANYON DR. (CURB TYPE A2- 8)STA:15 +14.24 TO 16 +87.23 NO SCALE TYPICAL SECTION -SHELBY PLACE T.I. =6.0 R =62 NO SCALE T.I. =6.0 R =62 R/W 12' VARE 0.5' TO 4' 12' f d 5' ml 1.7% .1 CL 18' FS AT CL 0.20' BELOW TC 1._77% 12' 7.5' I-- ( 1� 110.5' 6 4 4 6 (CURB TYPE A2 -8) STA 11 +90.26 TO 12 +50.00 SUNNYSIDE PLACE TYPICAL SECTION - SUNNYSIDE PLACE & AVIARY DRIVE NO SCALE T.I. =6.0 R =62 R/W R/W 120' 1 14' 1/2- DRILL CORE HOLE TO BE SLIGHTLY LARGER THAN OUTSIDE DIA OF PIPE. INSTALL TEE WITH LOOSE CAP OR GRATE '01c m 3' PVC SCH 40 ®S =1% -- 4'P.V.C. DRAIN LINE PLACE WITH MARKINGS VISIBLE. SEE PRECISE GRADING PLAN INSPECTION REQUIRED BEFORE BACKFILL. CALL 477 -2740 EXT 3' P.V.C. 90' TEE AND REDUCER PIPE END 1" 4010 CITY ENGINEERING DIVISION (FOR CLEANOUT) MIN. IN FROM WITH 24 HRS ADVANCE NOTICE. BACK OF CURB CURB CORE AND 3" PVC PIPE NOT TO SCALE EACH LOT SHALL HAVE ONE CURB CORE. THE LOCATION SHALL BE AS NOTED HEREIN OR AS SHOWN ON THE PRECISE GRADING PLAN SAFETY RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 23' 7' -- 7' 15 Dw CUB np I EXISTING UNDERGROUND STRUCTURES � � VAR 11x YAR 2.Ox No. 25742 Exp. 12 -31 -13 CIVIL /, 0 H, AS112 REMOVE EXISTING PAVEMENT _----------------- ----- ---- ----- - - - - - -- _1,500 TO 3.,% - - - - - - _ _ 3 - - REMOVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WATER METER (BY CVWD) 1 EA KOELREUTERIA PANICULATA GOLDEN RAIN TREE _ _ _ I (� - - - �- 24 BOX 6 ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXTENDING TO THE FIRST POLE OFF SITE(EAST AND WEST), PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL -SHMAe- 4fSAf4,11AA AV67 5' 6 2 27 4 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT 4 SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, OR ANY DAMAGE TO THESE LINES N.C.N 6' 35' OC 16 37 OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. WINDROW DRIVE CONSTRUCTION NOTES AND ESTIMATED QUANTITIES RAYWOOD ASH 5' 25' OC TYPICAL SECTION - BASE LINE ROAD 1 CONSTRUCT 4" AC OVER 6"AB -------- ----------------------- - -- - -- 54,000 SF STATION 19 +88.76 TO 23 +77.79 2 CONSTRUCT 6" AC OVER 15-AB ------------- -- ---------------- - - - - -- -6,700 SF 6' 60' OC NO SCALE 3 CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104 ----------- - - - - -- -2,328 LF T.I. =9 R =62 4 CONSTRUCT CURB AND GUTTER TYPE A2 -8 PER CITY STD PLAN 104 _----------- - - - --- -960 LF 5 REMOVE EXISTING FENCE IN R/W _------ ----------------------- - - - - -- -_220 LF 6 CONSTRUCT SIDEWALK PER CITY STD PLAN 103 -- -------------------- - - - - -- 13,500 SF 7 CONSTRUCT ACCESS RAMP PER CITY STD PLAN 102, SINGLE RAMP -- - - - -_6 EA CONSTRUCTION NOTES FOR STREET TREES 8 CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 -A _ - _-- - - - - -3 EA 9 CONSTRUCT STOP SIGN PER CITY STD PLAN 401 -B ------------------------ - - - - -3 EA 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 0 CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 ---------------- - - ---33 EA 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 11 CONSTRUCT 5800 LUMENS,HPSV. STREET LIGHT BY SCE (PAID FOR & COORDINATED BY DEVELOPER) 12 EA FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES CONSTRUCT 9500 LUMENS,HPSV. STREET LIGHT BY SCE (PAID FOR & COORDINATED BY DEVELOPER) 1 EA MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ADJUST MANHOLE/ VAULT /UTILITY BOX TO GRADE - -_ _ -- - - - - -5 EA 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4 ADJUST VALVE COVERS TO GRADE - - - - -_ - - -_ 9 EA 4 STREET TREES TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. REMOVE AC BERM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 500 LF No. 25742 Exp. 12 -31 -13 CIVIL /, 0 H, AS112 REMOVE EXISTING PAVEMENT _----------------- ----- ---- ----- - - - - - -- _1,500 SF STREET TREE LEGEND REMOVE EXISTING POWER POLE; PAID FOR & COORDINATED BY DEVELOPER_ - - - - -_ 3 EA REMOVE EXISTING WATER METER (BY CVWD) 1 EA STREET NAME BOTANIGIL NAME COAIAIOM NAAlll U GRQW SPACE SPACING W-EF QTY SPECIAL NOTES ®� CONSTRUCT TYPE B RETAINING WALL PER CITY STD PLAN 604. H= 3' -4 ". TOP OF FOOTING = 1292.30. REDUCE WALL HEIGHT GREEN CANYON DRIVE KOELREUTERIA PANICULATA GOLDEN RAIN TREE 5' 49' OC 24 BOX 6 SHEET INDEX EXTENDING TO THE FIRST POLE OFF SITE(EAST AND WEST), PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. SHELBY PLACE GENERA AARVIFL0R.4 -SHMAe- 4fSAf4,11AA AV67 5' 25' OC 24 BOX 4 SUNNYSIDE PLACE MAGNOLIA GRANDIFLORIA D.D. BLANCHARD N.C.N 6' 35' OC 24 BOX 37 WINDROW DRIVE FRAXINUS OXYCARPUS 'RAYWOOD' RAYWOOD ASH 5' 25' OC 24 �BOX 6 AVIARY DRIVE SAPHORA JAPONICA JAPANESE PAGODA TREE 6' 60' OC 24 �BOX 4 - - - -- 19 INSTALL SIGN AS SHOWN --------------------- --------- -------- - - - -_2 EA INSTALL STOP LEGEND PER CALTRANS STD A24 -D AND LIMIT LINE PER STD. A24E. - -_ -3 EA INSTALL TEMPORARY END OF STREET PAVING PER CITY STD PLAN 132 ---- - - - - -_ 1 EA RELOCATE FIRE HYDRANT PER SEPARATE PLAN _ - -_ - ----- ---- -------- - - - -_1 EA STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 CONSTRUCT AC BERM TYPE D1 -8 PER CITY STD PLAN 104 __ - - -_ 223 LF RELOCATE TRAFFIC SIGNAL PER SEPARATE PLAN __ ------------------ --- - - - -_1 EA ® SAWCUT PAVEMENT (1 FT MIN FROM EXIST AC BERM), JOIN NEW PAVEMENT PER DETAIL SHEET 1 500 LF CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PLAN 114. ------------------ - -- - -- -_500 LF RELOCATE EXISTING POWER POLE TO PARKWAY _ - - -_ -- ---------- ----- - - - - -_ 1 EA INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. PLAN 134 - - - - - - - - - - - - - - - - - - - - - - - - 5 EA 2. ALL OTHER EXISTING OVERHEAD UTILITIES LOCATED ON -SITE SHALL BE UNDERGROUNDED AT THE SAME TIME, SPECIFICALLY THE FIRST TWO POLES NORTH OF BASELINE ROAD. THE OTHER POLES LOCATED ON LOTS 2, 5 AND 8 SHALL BE RELOCATED CLOSER TO THE REAR PROPERTY LINE, EXCEPT FOR POLE ON WINDROW DRIVE WHICH WILL BE RELOCATED TO THE PARKWAY. I TITLE SHEET 2 STREET IMPROVEMENTS SUNNYSIDE PLACE 3 STREET IMPROVEMENTS WINDROW DRIVE, AVIARY DRIVE, GREEN CANYON DR, & SHELBY PL 4 STREET IMPROVEMENTS BASE LINE RD 5 CROSS SECTIONS BASE LINE RD N.T.S. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS & AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 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 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 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 CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY THE E.PA 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 NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE 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. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909)357 -6231 7951 REDWOOD FONTANA, CA 92336 B. VERIZON (909)469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909)335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA CA 91730 E. CHARTER COMMUNICATIONS (909)880 -0220 4240 HALMARK PARKWAY SAN BERNARDINO, CA 92407 _ fee afanr 3 fd1R RIPEA7°f'Je,9r d ADDED Sl.471OW NO. ON S'i^E, /Y Q CHANGED TREE SPACINGS, ADDED CONSTRUCTION 3 CONSTRUCT CURB CORE AND INSTALL 3" PVC PIPE PER DETAIL SHEET 1. - - - - - - - - - - - - - - - - - - - 33 EA ® REMOVE PORTION OF MEDIAN NOSE PER SECTION A -A SHEET 4. - - - - - - - - - - - - - - - - - - - 60 SF SPECIAL NOTES ®� CONSTRUCT TYPE B RETAINING WALL PER CITY STD PLAN 604. H= 3' -4 ". TOP OF FOOTING = 1292.30. REDUCE WALL HEIGHT TO 16" AT ENDS OF WING WALLS. THE EXISTING OVERHEAD UTILITIES, (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT FOR THE 66kV ELECTRICAL) ON WALL DECORATIVE FINISH TO MATCH ADJACENT PERIMETER WALL. ----------- - - - - -- 75 LF THE PROJECT SIDE OF BASE LINE ROAD SHALL BE UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE, SHEET INDEX EXTENDING TO THE FIRST POLE OFF SITE(EAST AND WEST), PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. SHEET NO DESCRIPTION 2. ALL OTHER EXISTING OVERHEAD UTILITIES LOCATED ON -SITE SHALL BE UNDERGROUNDED AT THE SAME TIME, SPECIFICALLY THE FIRST TWO POLES NORTH OF BASELINE ROAD. THE OTHER POLES LOCATED ON LOTS 2, 5 AND 8 SHALL BE RELOCATED CLOSER TO THE REAR PROPERTY LINE, EXCEPT FOR POLE ON WINDROW DRIVE WHICH WILL BE RELOCATED TO THE PARKWAY. I TITLE SHEET 2 STREET IMPROVEMENTS SUNNYSIDE PLACE 3 STREET IMPROVEMENTS WINDROW DRIVE, AVIARY DRIVE, GREEN CANYON DR, & SHELBY PL 4 STREET IMPROVEMENTS BASE LINE RD 5 CROSS SECTIONS BASE LINE RD N.T.S. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS & AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 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 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 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 CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY THE E.PA 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 NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE 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. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909)357 -6231 7951 REDWOOD FONTANA, CA 92336 B. VERIZON (909)469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909)335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA CA 91730 E. CHARTER COMMUNICATIONS (909)880 -0220 4240 HALMARK PARKWAY SAN BERNARDINO, CA 92407 _ fee afanr 3 fd1R RIPEA7°f'Je,9r d ADDED Sl.471OW NO. ON S'i^E, /Y Q CHANGED TREE SPACINGS, ADDED CONSTRUCTION 1 1290 -4 L r ;-i I 1 I .. II �� 10 11 60.ff IC - P1= 129256 `2 ti tR �..�I �' j r � r ti \ 93 Aa N a 1290 OF 8' AC BERM c� � w N - 42.41'X —� P1= 1291.45 12 / r +1 NN U BASE SEE SHT. ROAD SHELBY PLACE AVIARY DRIVE SEE SHT. 2 NOTE: ALL CORNER SIDE YARD LANDSCAPING SWILL BE PRIVATELY MAINTAINED BY HOMEOWNERS, OR THE HOMEOWNERS ASSOCIATION IF APPLICABLE, INCLUDING LOT 33 ALONG SHELBY PLACE. PROVIDE MOW STRIP TO SEPARATE FROM THE CITY — MAINTAINED LMD AREA ALONG BASE UNE ROAD. A. FOR THE LOT 33 SIDE YARD, INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEM IN THE PARKWAY PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CRY. Curve Table Curve # PA= 129123 Radius Delta Tangent 60.w IC 55.11 35.00 9(713'02' 55.14' 0L C2 42.41 27.00 s " 26.99 1290 42.41 27.00 90'00'00' 27.00 �gg - - - - - - - -U &WL coal IC P1= 1251D.70 I 1290 g g a 's zI zi fn I ZIP 0L" W 1 1290 -4 L r ;-i I 1 I .. II �� 10 11 60.ff IC - P1= 129256 `2 ti tR �..�I �' j r � r ti \ 93 Aa N a 1290 OF 8' AC BERM c� � w N - 42.41'X —� P1= 1291.45 12 / r +1 NN U BASE SEE SHT. ROAD SHELBY PLACE AVIARY DRIVE SEE SHT. 2 NOTE: ALL CORNER SIDE YARD LANDSCAPING SWILL BE PRIVATELY MAINTAINED BY HOMEOWNERS, OR THE HOMEOWNERS ASSOCIATION IF APPLICABLE, INCLUDING LOT 33 ALONG SHELBY PLACE. PROVIDE MOW STRIP TO SEPARATE FROM THE CITY — MAINTAINED LMD AREA ALONG BASE UNE ROAD. A. FOR THE LOT 33 SIDE YARD, INSTALL PRIVATE LANDSCAPING AND IRRIGATION SYSTEM IN THE PARKWAY PRIOR TO PUBLIC IMPROVEMENTS BEING ACCEPTED BY THE CRY. Curve Table Curve # Length Radius Delta Tangent C1 55.11 35.00 9(713'02' 35.13 C2 42.41 27.00 89'59'21' 26.99 C3 42.41 27.00 90'00'00' 27.00 '1 1 inoll� CONSTRUCTION EASEMENT i 42.41' IC FA ai P1= 1301.32 c is 1305 1305 I -- 6QGb' tC P'=1,W..57 1305 asar ^ haw IC 42.41' IC -- Pr= 1.1Q,i.16 P1= 1,#1.60 8 F9 lQ 1305 9 10 1305 1305 SUNNYSIDE PLACE SEE SHT. 2 SUNNYSIDE PLACE WINDROW DRIVE SEE SHT. 2 CONSTRUCTION NOTES 1 CONSTRUCT 4" AC OVER 6"AB 3 CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104 4 CONSTRUCT CURB AND GUTTER TYPE A2 -8 PER CITY STD PLAN 104 5 REMOVE EXISTING FENCE IN R/W 6 CONSTRUCT SIDEWALK PER CITY STD PLAN 103 7 CONSTRUCT ACCESS RAMP PER CITY STD PLAN 102, SINGLE RAMP 8 CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 —A 9 CONSTRUCT STOP SIGN PER CITY STD PLAN 401 —B 1 CONSTRUCT 5800 LUMENS HPSV. STREET LIGHT BY SCE (PAID FOR & COORDINATED BY DEVELOPER) INSTALL STOP LEGEND PER CALTRANS STD A24 —D AND LIMIT LINE INSTALL TEMPORARY END OF STREET PAVING PER CITY STD PLAN 132 STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 CONSTRUCT AC BERM TYPE D1 -8 PER CITY STD PLAN 104 RELOCATE EXISTING POWER POLE TO PARKWAY INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD PLAN 134 3 a ArPRc4CH PE,e c/rY r7-,P P1-AN 161 TYOE ,e -/ 1315 0 2s,« 1315 Pk13fam ^oo 1315 z8Ix a lww IC P1= 131jJU of � 16aw IC — A= 131,736 O � w r G w 6 7 8 SUNNYSIDE PLACE SEE SHT. 2 1J - C I � L!Typ- L- 19 +07.19 SLRMIM PLACE ( `� =6 +64.91 GREEN CANYON DR. 10 Ic) — W 6 TIP. 7 prnp oM 9 20 GREEN CANYON DR. SUNNYSIDE PLACE SEE SHT. 2 40' 80' 120• 160• 4' SCALE 1 " =40' 1315 1315 1315 PROFILE SCALES 1 " =40' HORIZONTAL 1 " =4' VERTICAL 9 27 N 0O 4241' 0C — — PART 1AY IC Pr 131J6 0 �U . P1= 1311.12 N = w � w c� U) J �gg -U &WL 1315 0 2s,« 1315 Pk13fam ^oo 1315 z8Ix a lww IC P1= 131jJU of � 16aw IC — A= 131,736 O � w r G w 6 7 8 SUNNYSIDE PLACE SEE SHT. 2 1J - C I � L!Typ- L- 19 +07.19 SLRMIM PLACE ( `� =6 +64.91 GREEN CANYON DR. 10 Ic) — W 6 TIP. 7 prnp oM 9 20 GREEN CANYON DR. SUNNYSIDE PLACE SEE SHT. 2 40' 80' 120• 160• 4' SCALE 1 " =40' 1315 1315 1315 PROFILE SCALES 1 " =40' HORIZONTAL 1 " =4' VERTICAL 9 27 27 PROJECT SHEET N0. OF N 0O — — (0 N 0 �U . Q�Z N = w � w c� U) J 27 PROJECT SHEET N0. OF