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Home My WebLink About1633 EXIST. DIRT ROAD (OLD WARDMAN CITY OF RANCHO CUCAMONGA GB4Bt& NOTES BULLOCK RD.) TO BE KEPT OPEN FOR ACCESSS TO PROPERTY OWNERS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO AT ALL TIMES STREET & STORM DRAIN IMPROVEMENT PLANS FOR CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS COUNTY OF SAN BERNARDINO I CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO I I COUNY OF SAN M AWO THESE STANDARDS AND SPECIFICATIONS. r _ - 4 TRAFFIC CONTROL - GANERAL NOTES 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER I T AC,, T NOE 1356 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE / CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO / P� PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF COST TO THE CITY OF RANCHO CUCAMONGA. � ., � oJEcT srTE TRANSPORTATION. TR. 13664-1 IN THE CITY OF RANCHO CUCAMONGA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH �l � 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES / _ (ALKYD BASE TYPE). RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I '� FACILITIES ARE SHOWN ON THESE PLANS. ,� / 0 TR. 13566 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE Ill) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SWILL BE 4. A PERMIT SHALL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA PUBLIC WORKS, , I 4 TH 3 m MM ZA DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY J�, �y CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ' ` ��`' KCITY OF 4. SKINS SHALL BE MOUNTED ON METAL P0515 SIMILAR TO COUNTY i SUMMIT RANCHO CUCAMONC�1) Z STANDARD 303(a) AND 303(b). 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES a SHALL BE SET AT ALA. HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- � \ �' (3 ff, W 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON \ Z FUTURE FOOTHILL D FREEWAY GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES I \ o p \ THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE MAY BE REQUIRED 13Y CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. \ \ HIGHLAND AVENUE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY \ \ Z v �� REPRESENTATIVE. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR1 \ w o = CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. [F \ \ m I v 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR Z O COVERED BY THE CONTRACTOR. RELOCATABL.E SIGNS SHALL BE INSTALLED 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING \ a I AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF \ z \\ REPRESENTATIVE. RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 4 VICNWTY MAP SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE \ \ MATERIALS AND/OR SURFACING. \ } '� 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT / \ p 24 NOT TO SCALE SHOWN ON PLANS, IF REMOVED / OBLITERATED, SHALL BE REPLACED / \ \ z RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY \ \ \ EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL \ \ \ \ v CALIFORNIA, DEPARTMENT OF TRANSPORTATION. CONTENT AND GRADATION OF ASPHALT PAVING. 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE \ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 25 WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH)LEGEND AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. /[ \\ \ ACCEPTANCE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN / \ \ CITY LIMITS v 23 \ 9 IGIBE REFLECTIVE ORANGE BACKGROUND do TO DETERMINE STRUCTURAL SECTIONS VERIFIED PRIOR TO PAVING. g DENOTES STREET PLAN SHEET NUMBER WITH HIGH INTENSITY NWA TYPE I ' \ \ \ 26 W 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY g 10. ALL CONSTRUCTION SIGNING SWILL BE IN CONFORMANCE WITH THE MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE7 \ 10 DENOTES STORM DRAIN PLAN SHEET NUMBER CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR \ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ` \ 22 \ CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL \ / DENOTES PROPOSED STREET I.IGH'TS OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED \ ' 21 \\ ti�.hoc` NOTES THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE I I \ `p 'QSON \ � DENOTES EXISTING STREET LIGHTS MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF '! w,q y 20 \ DENOTES STREET NAME SIGN STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED 13Y2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY THESE PLANS WHICH IS NOT SPECIFICALLY USTED IN THE ESTIMATE OF QUANTITIES SHALL BE 27 I \ DENOTES STOP SKIN TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I I 28 29 6 19 c \ PROJECT. 14. STREET SIGNS PER CITY CONSTRUCTED AT EACH INTERSECTION.OCUCAMONGA STANDARD NUMBER 401 SHALL BE I \ tiq��< \ [ � DENOTES FUTURE STREET LIGHTS 3 TRANSPORTATION DEPARTMENT PRIOR TOAN ENCROACHMENT PERMIT MUST BE ED FROM MAKING APPLICATION COUNTY AND Y 30 \ \ \ I ISSUANCE OF PERMIT. 15. CITY APPROVAL OF PUNS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR I [ � \ \ THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON � \ 4. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND REQUEST THE REQUIRED PIAN REVISIONS SWILL BE PROMPTLY SUBMITTED TO THE CITY I 31 \ \ THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER FOR APPROVAL 1 i \ \ ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, OR 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 1 z 18 1 REVIEW ENGINEERINGFIELD AND EVALUATION DIVISION, TRANSPORTATION TF1E PAVEMENT PERMITS SECTION, SECTION. THE TATE, INSPECTOR. CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE I o 37 \ \\ SUBMITTAL SHALL INCLUDE A PUT SHOWING THE LOCATION OF SAMPLING, 36 35 \ 16 A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, 3 I Q 34 \ A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE 3 32 \ SHEETS FOR ALL R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLEDI cs/1 33 C13#4 _ 15 PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- - - - _ SECTION REQUIREMENTS HAVE BEEN MET. - - f J Cels \ ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- I CB/2 _ _ _ _ FACTION OF THE CITY ENGINEER. 1 I J_- 8 RCP S. CB�3 CB#6 \ 5. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES GUTTER,OR CURB AND / OR THE CONTRACTOR SHALL DILIGENTLY PURSUE N UNDO THIS PORTION OF WORK UNTIL COMPLETION. UTI HY CONTACT 1 - 1 _ _ CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 6. EXISTING COUNTY ROADS WHICH WILL REQUIRE REQ SHALL 1 I _ - - - - REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 1 [FUT] ACTUAL CONSTRUCTION. MR. BOB STALUNGS FOR BASE UNE ROAD CONSTRUCTION I 7. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR NOTE: SEWER SYSTEM OR ESTIMATE OF QUANTITIES. GENERAL TELEPHONE 1-800-483-3000 I 1 2 3 5 6 7 8 9 10 11 EXIST. DIRT ROAD. PROVIDE ALTERNATE i 4 12 1314 ` PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. ROUTE AS NECESSARY FOR ACCESS TO 216 N. EUCLID AVENUE 1-800-427-2000 COMM. PROPERTY OWNERS AT ALL TIMES DURING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES ONTARIO, CA 91762 CONSTRUCTION OPERATIONS. I SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 I _ _ __ _ _ _ _ ` =_ EST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 9641 SAN BERNARDINO ROAD � S1b1�IN �� T � �,� ESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON RANCHO CUCAMONGA, CA 91730 �\ I I SEE sRee r THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED METROPOLITAN WATER DISTRICT (909) 593-7474 ( TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 700 N. MORENO AVENUE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS LA VERNE, CA 91750 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION COMCAST 909) 983-9895 I I THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S 1205 DUPONT STREETPORTION OF RED HILL) AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH ONTARIO, CA 91762 I I REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE MARKS CABLEVISION (909) 987-6275 S0, CAL. EDISON CO. EASEMENT SEE SHEET N0.2 FOR TYPICAL SECTIONS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 10808 FOOTHILL BLVD. 1120 (909) 880-0222 I AND DETAILS. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RANCHO CUCAMONGA, CA 91730 I I REQUIREMENT 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 i CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I I 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 AREESS Q ON I - - - - - - - - - - - DESCRIPTION OF REVISION DATE APPCITY : EtOF O ql I DESCRIBED AS FOLLOWS: ��'� C. 'yo ``tip, I �' \ = - - r \ � - r NONEJJ J ,� � ,� CITY OF RANCHO CUCAMONGA No. 20596 Exp. 9-30-01 44r/9ep ------ �� civ►L I I INDEX MAP OQcOFESS/0", STREET & STORM DRAIN IMPROVEMENT PLANS DATED JC. MORSE R.C.E. 20596 CALF I SCALE 1" = 100' � ��` C. �6�, <y� FOR TRACT NO. 13564- 1 STANLEY N No. 20596 m I � * Exp. 9-30-01 COVER SHEET 9TF Gr CAQE� FIELD BOOK REF. COUNTY OF SAN BERNARDINO W O• N0• APPROVED BYDATE: TRANSPORTATION/FLOOD CONTROL DEPARTMENT CITY ENGINEER / a-ZA �� G RCE O 24953 DESIGNED BY I DRAWN BYTCCKED BY APPROVED ROAD NO. CITY OF RANCHO CUCAMONGA DESIGNR C r o i .c o N s d t rime RECOMMENDED BENCHMARK NUMBER 10071 1�ft"h ."..,.. m•a�, SUITED NAY C.D.E. FILE NO. STANDARD PACIFIC, CORP. SET 2"ION BRASS4DISK7 N CONC.WALL STAMPED DRAWN .;=„' "',;,; SHEET ASST. HECTOR OF TRANSPORTATION DATE "CITY OF RANCHO CUCAMONGA BM 10071 1987" DL 1 9 RECOMM M1 BY 1565 miest macaHhur 61vd.1costa mesh caltArnia 9,26,26 ON NORTHERLY SIDE OF HIGHLAND AVENUE OF 1 ? � SHEET of 100 FT. EAST OF HANLEY AVENUE, CHECKED C NO 20596 DRAWING N0. MARK REVISIONS AP PR DATE LAND EE EER DATE DIRECTOR OF TRANSPORTATM DATE 1 8 Fr. NORTH OF GUARD RAILING S.C.M. ATE ILE NO 1633 PROJECT SHEET NO. _EOF I:\32550\SIP\SIP1 02-17-98 CONSTRUCTION NOTES FOR STREET TREES CONSTRUCTION NOTES & ESTUATED QUANTITIES FRONT YARD BACK OR SIDE ON CONDITIONS CONDITIONS 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2' 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL STREET IMPROVEMENTS UNIT QUANTITY R/W I R/W 5' PUE & BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES SIDEWALK EASEMENT MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR 20' So' t. corNSTRucT_j_ Ac ovER 4' AB. (INTERIOR STREET MIN. STREET SECTION) SF 72,352 MIN. 1 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 25' 25' 2, LIPSLOPE N FUTURE WALL DIVISION 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. LF 3,878 5' PUE & 1 5' MIN U 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 26,117 SIDEWALK EASEMENT 1 7 18 t 8 7 1 WALL SLOPE H 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I I I SETBACK 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 8 I R.G. PAD R.G. PAD I I I LEVEL 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. SF 787 I � ri LEVEL 2f MIN i 1 1 �p� L_j 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A MODIFIED. (SEE DETAIL HEREON.) SF 4,588 i o.03 2 ILEGEND 2`AX 2 . 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 13 27. 27. 1 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE• AS SHOWN ON PLAN. EA 6 - -1.77-- n FUTURE WALL SYMBOL STREET NAME BOTANICAL/COMMON NAME QUANTITY SPACING SIZE --- - ---1.7�------ r- 9. INSTALL STREET NAME SIGN PER CITY STT). PL 401-A & 401-8. EA 5 3 - - `-J ?i BAINE COURT & WARDMAN BULLOCK GEIGERA PARVIFLORA/AUSTRALIAN WILLOW 9 20' MIN. 15 GAL. 3 5' MIN. 2' * 10. INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) EA 4 SETBACK R 67 T.I. � 5.0 �' 11. srEwclL 'sTOP' AND STOP BAR EA 4 DOWNSLOPE DONA WAY PISTACIA CHINENSIS/CHINESE PISTACHE 34 30' MIN. 15 GAL. 12. CONSTRUCT 8' TO Cr CF CURB & GUTTER TRANSITION. LF 167 SAN SEGl1NDO DRIVE, DONA WAY, BIANE COURT 13 CONSTRUCT FLOOD WALL/RETAINING WALL 7' HIGH MIN. PER DET. ON SHTS. 2 & 9 LF 175 50 INTERIOR STREET/CM-DE-SAC 14 CONSTRUCT A'A.C. OVER 11�! A.B. (WARDMAN BULLOCK RD.) SF 40,720 (TYPICAU SAN SEGUNDO ALBIZIA JULIBRISSIN 'ROSEA/SILK TREE 39 35' MIN. 15 GAL. 15 CONSTRUCT V AC OVER 4!t AB ( COLON13ERO RD.) SF 8,700 N.T.S. 16. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104 (WARDMAN BULLOCK) LF 1,175 * 17. CONSTRUCT ASPHALT CONCRETE DIKE PER S.B.C.R.D. STT). PL 117 (WARDMAN BULLOCK RD.) LF 1,439 18 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PND & COORDINATED BY DEVELOPER. LF 26 COUNTY OF BERNARDINO CITY OF RANC 0 CUCAMONGA 19. ADJUST SEWER MANHOLE TO GRADE EA 11 20. ADJUST WATER VALVES TO GRADE. EA 7 OFF-SITE GRADING OFF-SITE R/W REQUIRED ULTIMATE APPROVALS REQUIRED 21. INSTALL 3/4" PVC. SLEEVE FOR IRRIGATION FACILITIES. LF 115 FUTURE FUTURE IMPROVEMENT TRACT BOUNDARY & R/W TO BE ACQUIRED PRIOR TO 22. INSTALL 3' PVC. SLEEVE FOR IRRIGATION FACILITIES. LF 115 WILY R/W CITY LIMITS E-LY R/W CONSTRUCTION PORTION OF THIS 66' ( SECTION ARE WITHIN S.B. CO. 23. INSTALL STREET TREES PER DETAIL AND LEGENDS HEREON EA 82 33' 33' ULTIMATE i LIMITS SEE PLAN. 24. CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL 131-B LF 46 FUTURE FUTURE IMPROVEMENT E-LY R/W 25 CONSTRUCT GUNITE DRAIN PER DETAIL ON SHEET 9 71 11 22 22' 11' WILT R/W LF EXIST. R/W 1 PURPOSES FORER ROAD 5' 6' 66 26. FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH. EA 1 27. CORE DRILL CURB AND FLOOD WALL 4 & INSTALL 4" PVC SCH 40 DRAIN PIPE 33' I 33 EA 2 12 2 40' PG. 65 O.R. I 5'TT EXIST RET WALL WITH SCREEN WALL I I ON TOP PER TR. 13565 11 22' I 22' 11' * 28. CONSTRUCT DRIVEWAY APPROACH PER S.B.C.R.D. STD. 129B. W=34' SF 400 I I � (FLOOD PROTECTION WALL) I5' 6' 0.51' 0 2 30. CONSTRUCT SPECIAL CROSS GUTTER PER CITY ST 17' 14 16 I 11 PAD I 12' 2' 8' I 29. TRANSITION SIDEWALK TO PARKWAY ADJACENT TO CURB DUE TO FLOOD WALL EA 4 r- I EXIST. GROUND i ___�!_ ---1.79;- * * T). PL 106-B (STEEP GRADES). SF 967 L_ 3 2' MAX. RET. -- --I-- 2.� 0.51' 14 0.17'/0.12 16 OR 3 - __- 31. REMOVE EXIST. BARRICADE EA 1 ti 32. CONSTRUCT 8" CURB & GUTTER PER S.B.C.R.D. STD. PL 115 SF I * 496 17 2!r--- -- ~� EXIST. GROUND * 33. CONSTRUCT BARRICADE PER S.B.C.R.D. STD. 305 B SF 18 EXIST. GROUND �'� * 34. CONSTRUCT CROSS GUTTER PER S.B.C.R.D. STD. 119 (MOD. R=27') SF 727 R (37 T.I. 6.0 _ -----' 3 OR 36 ----- * 35. CONSTRUCT SIDEWALK RAMP PER S.B.C.R.D. STD. 110 C EA 2 WARDMAN BULLOCK ROAD 17 * 36. CONSTRUCT SIDEWALK PER S.B.C.R.D. STD. 109 TYPE A SF 2,$00 STA. 27+52.10 TO STA. 34+68.7 N.T.S. R � 67 T.I. s 6.0 * * 37 CONSTRUCT 3" Ac OVER COMPACTED NATIVE SOIL SF 600 1. STA. 34 68.71 T STA. 35+79.89 USE CONST. 38 CONSTRUCT 2"X4" REDWOOD HEADER LF 35 WARDMAN BULLOCK ROAD NOTES 16 AND t�3 2. STA. 36 66.55 T STA. 42+05.86 USE CONST. N.T.S. NOTES 3V AND 36 R�N R/W 3. STA. 27+52.10 TO STA. 34+68.71 USE 0.17' STORM DRAIN IMPROVEMENTS 60' HIKE UP (OFF-SITE R/W REQUIRED) 4. STA. 36+66.35 TO STA. 42+05.86 USE 0.12' 40. CONSTRUCT 18' RCP (D LOAD PER PROFILE). LF 108 30' 30' HIKE UP 41 CONSTRUCT 24' RCP (D LOAD PER PROFILE). LF 20 12' 18' 18' 12' 46. CONSTRUCT 66" RCP (D LOAD PER PROFILE) LF 1165 2' 5' 5' 2' NOTE 2 #4 BARS 49. CONSTRUCT MANHOLE NO. 2, 36" PIPE OR LARGER PER CITY STD. PL 319. EA 3 NO OFF-SITE GRADING REQUIRED 52 CONSTRUCT CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) EA 6 (TYPICAL BOTH SIDES) SEE®&OSHEET 7 VERTICAL 1.4 BARS a 54. REMOVE PLUG AND JOIN EXIST. RCP. EA 1 EXIST. GROUND 15 3 AT 24" C. g. 61 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL 333 EA 3 EXIST. SLOPE ,�� 2y 3 - --- --- - --0-20�--- --- 29; ? /EXIST. SLOPE EXIST. GROUND CONCRETE MASONY WALL 2, 0 © O B A R S YO B A R S 62 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHT. 7. EA 1 ,/Y ---- - - - - - - ,/ I ALL CELLS FILLED SOLID H 3' 6" 1'-9" 3 AT 32" O.C. JOIN 36 -k, i WITH GROUT 4' 8" 2'-2" 4 AT 48" O.C. 63 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 EA 1 36 JOIN - - r ti� 5' 8" 2'-9" 4 AT 24" O.C. #2 TIES AT 16" OC R m 67 T.I. • 5.0 6' 12" 3'-3" 4 AT 24' O.C. 2 #4 BARS Z 7' 12" 3'-10" 4 AT 16" O.C. COLONBERO ROAD 0 BARS T 8' 12" 4'-6" 5 AT 16" O.C. GRADE `o (ALL WITHIN THE COUNTY OF SAN BERNARDINO) _ 2 1/r NOTE N.T.S. CONCRETE IN FOOTING TO TEST 2000 LBS. PER SQ. IN AT 28 DAYS Ile, 5" `-4 CONCRETE BLOCK-GRADE "A" UNITS R W 1. POUR FOOTING AGAINST R GROUT-1M PART C-90 PART 3 PARTS SAND 5' P.U.E. & 7' UNSDISTURBED NATURAL M 3-#4 BARS CONT. 2 PARTS PEA GRAVEL SIDEWALK EASEMENT 6.5' ErSOIL MORTAR-1PART CEMENT * CONSTRUCTION NOTES PER SAN BERNARDINO CO. ROAD/TRANSPORTATION DEPARTMENT STANDARDS. 2. OMIT HEAD JOIN IN FIRST 1/2 PART LINE PUTTY, 4 1/2 PARTS SAND COURSE AT 32' O.C. FOR I O�� ! rLc:>. t �,�S� �Oh �, WEEP HOLES o "' • If 4 BARS ® 16" O.C. i� 2y � � B!y pOrO Op ,� EACH WAY SIDEWALK TO BE 6� THICK °o°o°o°o°o°°° CITY WITHIN LIMITS OF DRIVEWAY ^ RETAMVM WALLS/FLOOD WALLS DESCRIPTION OF REVISION DATE APPROVED: ONLY. A-A 3/4" LIP(1/2" R) CITY OF RANCHO CUCAMONGA Iz' PROJECTED DEPTH OF POSSIBLE 12 12 EXTENDED KEY FOR pFESS/ STREET IMPROVEMENT PLANS FOR SCOUR PROTECTION QR o� EROSION PER EXISTING FLOOD WALL .I C. -y If V � B �� TRACT N0. 13564- 1 s - I 11- z Y z No. 20596 r" m I < w c� w �N w �� - * Exp. 9-30-01 * DETA� SHEET I a in ' >< ' '� CIVIL �Q A -5 7' - A FIELD BOOK REF. COUNTY OF SAN BERNARDINO APPROVED BY 1 , DATE: CITY ENGINEER /li = -�� -�t �, G�% �/ 1 2% 6.5' o.5' � � TRANSPORTATION/FLOOD CONTROL DEPARTMENT RCE O 24953_ DESIGNED BY DRAWN BYF�CHECKED BY CITY OF RANCHO CUCAMONGA DESIGN r o• CON•(/ T/N• RECOMMENDED 8.29% 3APPROVED BENCHMARK NUMBER 10071 R.C. � ... .�. C"41) I R.C. D.L. y ELEVATION : 1446.270 HOOFED DRIVEWAY APPROACH SUBMITTED BY C.D.E. ASST TRANSPORTATION �� MIX STANDARD PACIFIC, CORP. SET 2" BRASS DISK IN CONC.WALL STAMPED DRAWN SW,*^CA KM4 W-4me SHEET CITY OF RANCHO CUCAMONGA BM 10071 1987" D.L. 29 CITY STD. V1- BPECMAM0 ALL APPLES--_(v) RECOMMENDED/APPROVED BY 1565 uesl macaHhur 6lmYlcosla mesa, calzArnaa 9,26,26 ON NORTHERLY SIDE OF HIGHLAND AVENUE OF 100 FT. EAST OF HANLEY AVENUE, CHECKED 20596 DRAWING NO. N.T.S. ► 8 FT. NORTH OF GUARD RAILING -- E MARK REVISIONS APPIR DATE D DEVELO N DATE DIRECTOR OF TRANSPORTATION DATE S.C.M. DATE IL.E NO 1633 PROJECT SHEET NO. 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J _ N I 1 �' om 00'00+Z ; OD+ i s 0'00+ , ' z WD a I ._ ,.. �. .�.__ f .. ____�:..,.,._, E_.�-1.._..-� - _ - + -+ _i.._~_L..�.->i-,_. .. f... q ._ i// c�D Q M '"� o� ''gyp -- x i I I } 1 i I Z N ��_��- L W --t.._ �b ;. . 0 '9L+1 _� - _,�--.. 00'5L+ .1,x.1. -t -+;+:_,.4 1 .._.�_.« { OM 'SL+1 '___4_t_+.__. Q _-_ .� a a �, < p 1 ' ' q J I ''' !' .� W FUTURE R/W zo Z � ..1 < _ - .. i.._ _ " t,__ _�_i. . _ ,-, . _ �.w i _i_ _A 3 t -1-•.,. _. E» .a-.--t _� N (_ O O a _!.. .{ 00'6*+1.I ;_ 'n L_.�~.-_!� _ : - � y l+ - - 1_ + 1 Q ! i _� 1 � O� �N � N � � � •�'` 9I I ; I c3J3 D 66+1 1 . Q /�� I.- ' - m N a Y W ' - ,- . ? .. . .+. �.. �.: 1 1 4_- _:1 }+�-- +_.. ._...:.� ,- _ . _ --J i__ -,._L- _�.,.: Q �,� 'pip V W W a a: >_ le) W �? o ; g g _ a j_. }.._ 01 Q U 0 J i I I i / � I i ( I I i i , i - i j * _j I 4 Q�' N Y co m F- , tl I— � N ` _ �.-1 x .,1. '.19 I.. I 9. I A-r-yI ' 1 r+v. _ 3 � Z W i -CMi I. j 1 r ; ZS�,'t�' y „_ + -I + + -�- Nfl93S NYS 00 { _--f 1 ._-+- 1_w �._ v,;._ _ ._.�..,_�__ 1..� �. + �•" X V cn c� c� c� c> c� ? c� ? cn -4,.- :_ I �¢« . .. �1._ � .._ .-tt� . i ...; ll�l i, 7 , .,. ..,...i +_. _� J�,... . - .I_} ,.. _t r_ :�_!._ .� �:+.�. '' 1^ - - e R/W L=42.76' ' L*139.281 O.C. - 3' TRANSITION 11.0' 6" BLOCK WALL 3' TRANSITION V" DRAIN V' DRAIN 0. - C 'i 97.53, _ _ T FLOOD WALL/RETAINING WALL PER - «` *29.32 FLOOD WALL/RETAINING WALL PER R.C. BUILDING do SAFETY RETAINING r aX4 �4 �4 'y4 r. TAN. 50' uC _ : n �p 4•Cr R.C. BUILDING do SAFETY RETAINING WALL STD. SEE STRUCTURE DETAIL z_ 7' '" IPI=1673.55 v WALL STD. SEE STRUCTURE DETAIL ON SHT. 2. w w _ .. _ v� *.. ON SHT. 2. a °a a w- I fco eD - - . 5.5' R G PAD N N ,,: ` m {` m ^ [C N N LO Lc) LLu x. .. �. ._ - *.. _. Z 2' f� f� + r �- Z STUCCO FINISH TO MATCH �61 > > > _ • _ . -.. . .. . . S EXIST. FLOOD WALL ms's �o �o� Q,`�` STUCCO FINISH TO MATCH 2' EXIST. FLOOD WALL �1 3's� s� 1614.83 1.3� L00 ' i \ 16 FL8 �� T OF .. .. .. ... .._ -.. -. +__ _.._ .. _...... .... .. .. - OP V�'LY• CURB;. � 01/4! 3 FL _ 4"/ IV, ___..___.___--. . __:_.___...__-_____.__ __________.__ __ �-r�7tT"'-"-- 2 1/4� /� 2 t/ � ?.•� 5 �� "' �� DITCH 5 GUNITE DRAIN R.G. PAD "' c�� z'Edi M . SEE DETAIL ON SHT. 9 50' VC 36' 2' .a 6'6 a _ .41 PI=1672 �, �o 50' VC ��'`S 24" RCP ac� _ - -_. _._ - _ pI>«1671.35 M IF w �� 1616.80TW (PRIVATE DRAIN) ] I a N c^o n 1614.81FS C> a to a� o� ocv h .. Nom. -t.74z - - - -- -- - _ .__ _ _ �. .�._.-. _--.___l_____-_ _ ..._ .._ 161250TTFF 1612.50 rSECTION SECTION e e 2.5' S' 2.5' *- cq 0 I _ _ _ _ _ _ : N.T.S. N.T.S. 7 0.5' 11.01 0.5' tO ♦�' �C OR eco O� + 7 4.3' HIGH WALL 4.3' HIGH WALL + + cw (1613.0)FG (1613.0)FG cp 1-' 'r + TAN 8=5.1276 ; : 4t:. FINISH SURFACE PLAN-TRANSITION STR U CTU R E TAN R 2.71 X � - . NO TO BE BY CITY 0.0+1 N I a; L L W T MAINTAINED r L=38.68" = t 29.3T 57.53, -- j�- 0 C. TAN. DET aE AIL LOW SEE LIFT g'4 Y4 g'4 9'4 v, ii - _ w_ co A BARS 2 t0 cD O + + �..7VA II II o co tD c0 •- II ( II rn co 8' PR EASEMENT . -- NA RAI kk I --- - • Q E'lY_ LYl .._ /� \ j 3' WIDE c0 �� V N 1 r i IPf= 673. � � s�s.eo DRAIN 2=69 L%2=69 - - L/ .64' .64' \ ' ,. RCP #4 BARS O EVERY OTHER � I �� 61�0� 64A =1 CELL. GROUT CELLS / EBARS 3s.2s �G sFFA� HIGH SPLASH O.C. ASA SEE PLAN 6" CONCRETE BLOCKS L F : Ir RV1�1 V�G�I SECTION � � SPLASH WALL + r, ao oa f = ERS «. t _ _ . . AT GRAN FOR A BARS NOT SHOWN H2. LEAVE OUT GROUT AT.- WEEPHOLES PRO SCA I D t A I F- - .. - _ M LES.. . u 1"=40' COVER BAtn L.P. - �o BED "� HORIZON, II II 1.. 4, TYPICAL BOTH SIDES 24"RCP -66 5 5 0 1,-1 (PRIVATE DRAIN) VERTI I I I rr- 1 2 3 PLAN SCALE NOTE: �� ---1 'CORPS ENGINSERS • PaRT;,tE��IT OF THE ti2`.1r 1"=40' Qt CONCRETE SHALL BE CLASS "B" NOTE ON DRIVEWAY LOCATION O2 REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD WITH HORIZONTAL *A7 BARS TOWARDS OUT SIDE FACE OF ^� BULKHEAD. �-*�-I=- = . THE DRIVEWAYS, STREET TREES AND STREET LIGHTS -------- - - t (1_ J SECTION A LOCATION SHOWN HEREON ARE PRELIMINARY' AND Q3 WHERE CONCRETE BULKHEAD IS USED WITH RCB, t & I _ MAY BE SUBJECT TO CHANGE. FINAL LOCATION WILL "A BARS SHALL BE DETERMINED BY THE HEIGHT OF A A N.T.S. O BE PER REVISIONS TO FOLLOW. THE R.C.B. ® LIFTS SHALL BE REINFORCING STEEL WITH SAME DIAMETER (d) as "A" BARS. SCALE 1"=40' '��• SREAR OUT LIMITS � . CONCRETE BULKHEAD ` /,''� �'' WA«� N�E� DONA WAY PIAN / _ met to •e.at SEE SHEET NO. 6 CAST IN PLACE OR ' 2" ORY PLACE\ 5 ' BREAR OU oD+t CONDITIONS • L'ta'Ts (1) MID EXISTING,REINFORCE' ~•• . I ' �' ING INfO NEW C$IWSTNUCTION. � OF +; .2- •S 1 (2) DO NOT CUT REINFORCING c�F 8' 1$' 25 THAT CLEARS PIPE AND IS 26 c 2i CLEAR OF FINISHED OPEN-G. FMR 1 (3)REINFORCE NG IS « aIli2" cq )MAX, SPACING EXCEPT ,AS i!d 1,x . _ NOTED. 4 + �. .v• :':\ i ,•roc �2x V�0 /fjtr + 3 (4) CORPS OF ENGINEERS SPEC• B/q n IFICATIOtIS• SECTION"SPEVAL ` 9802 ''C ! A I r'B� 10 PROV1510NS FOR CONNECTING ��i I DRAINS TO CHANNEL WALL - SHALL •�` \� SHA<..L BE ATTACHED TO ""�`•;,`' ' ��;. --.. 21 v PLANS OR NOTED THEREON. =u '+ �.,1�-2• M S V T •ARS ZQ ld 2 Y (5)USE 3000 P.S.I. CONCRETE. ' 2 1 5' wE SIDEWALK ''� TI N A-A � D 30 11 c, 19 - EASEMENT B 7 V PEICo1T MANUAL 1' 6f09 C NOTE BEFORz. USimc STANDARD STANDARD 2 EACH PROJECT IIUST BE ti JUNCTION CONSTRUCTION NOTES VER:FI`=D Y/tTH THE CORPS � n 11 4 �s• y O OF ENGINEERS STnUCTURE DESCRIPTION OF REVISION DATE STREET IMPROVEMENTS �! CITY 4 h + W . OFFICE OF TME OISTACT F.W,!NECR LOS ANGrLES, Cha.WVV.\IA APPROVED: 3 18 c �� Oi CONSTRUCT T AC OVER C M. (INTERIOR STREET MIN. STREET SECTION) a o CONSTRUCT A2-6 CURB & GUTTER PER CRY STD. PL 104. CITY OF RANCHO CUCAMONGA jQ3 CONSTRUCT CONCRETE siDEWALK PER CITY STD. PL 103. _ 22 �� ® CONSTRUCT HANDK:APPED ACCESS RAMP PER CITY STD. PL 102 � 103. QROf ESS/ON STREET WRo PLAN FOR 23 �° �� BIANE COURT ' © CONSTRUCT DRNEWAY APPROACH PER CITY STD. PL 101-A MODIFIED. (SEE DETAIL ON SM. 2) � !�� ,/ c^y� 0 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. (e In No. 20596 r" m 10 INSTALL STOP SIGN PER CITY STD. PL 401-8. (R1) d* Exp-,9-30-01 * TRACT NO. 13564-1 f 11 STENCIL "STOP" AND STOP BAR `� CIVIL 18 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE. PAID COORDINATED BY DEVELOPER. 'TF OF CAL\F APPROVED BY DAT E IANE COURT 19 ADJUST s� CHOLE TO (RADE CITY ENGINEER � RCE NO 24593 CURVE TABLE ©0 ADJUST WATER VALVES TO GRADE. CITY OF RANCHO CUCAMONGA DESIGN ro• c o N a►c riN• RECOMMENDED # A R L T ©5 CONSTRUCT GUNITE DRAIN PER DETAIL ON SHEET 9 R.C. ' A 90-44 ' 16' 27 . 00 ' 42 . 76 ' 27 . 351 BENCHMARK NUMBER 10071 fifDl%9 --= O+N ® CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. PL 106-B (STEEP GRADES). ELEVATION , 1446.270 DRAWN a=14 = _ � SHEET B 15' 00 ' 0 0' 1 12 : 0 0 ' 29 . 32 ' 14 . 75 ' SET 2"-BRASS DISK IN CONC.WALL STAMPED 66 CONSTRUCT TRANSITION STRUCTURE PER DETAIL HEREON "CITY OF RANCHO CUCAMONGA BM 10071 1987" D.L. T 9 C 210' 00 ' 00' 38 . 00 ' 139 : 28 ' 141 . 82 ' OF ON NORTHERLY SIDE OF HIGHLAND AVENUE 6 CONSTRUCT SPLASH WALL PER DETAIL HEREON 100 FT. EAST OF HANLEY AVENUE, C NO 20596 D 82' 04 '30' 27 . 00 ' 38 . 68 ' 23 . 50 ' CHECKED DRAWING N0. 64 CONSTRUCT JUNCTION STRUCTURE"B"PER CORP OF ENGINEERS PERMIT MANUAL SEE DETAIL HEREON. 8 FT. NORTH OF GUARD RAILING S.C.M. DATE _ FILE NO 1633 NO= sT Nm 7 oF I:\32550\SIP8 03-02-98 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIRCATIONS FOR PUBLIC WORKS STREET AND STORM DRAIN IMPROVEMENT PLANS FOR CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SWILL BE FAMILIAR WITH AND SWILL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 6411111111111111111 4 1351,64 V. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANT'S, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE TRAC 0 13564 2 13564 3 135 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SWILL 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 A PORTION OF TENT. TRACT NO. 13564) -- THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIJTIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CLOMONGA PUBLIC WORKS, IN THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PRO.IrEG'T WM _�q TR. 11304 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. ;m� 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTUTY LATERALS, MAINS, OR I CROSSINGS SHALL BE CONSTRUCTED PRIM TO PAVING. 0 of op wo- wmwr (COY or 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL PERFORMED AT NO COST TO THE CITY OF - -- 3 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SH LL BE CALIFORNIA' EDISON I FURNWEF0°i'"LL W SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRTO THE PLACEMENT OF BASE fir' / IM EXISTING MORSE CA14 YON OVERFLOW CHAWEL AM LEVEE WnW AVIXX MATERIALS AND/OR SURFACING. fAM .. y 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SWILL BE SUBMITTED TO THE CITY6 11 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL /`' ,8 t 9 CONTENT AND GRADATION OF ASPHALT PAVING. 28 29 - 6 31 ION32 / \\1 34 \�\1 33 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE �' LORI VE �� I ( 28 27 VK*4 TY MAP CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, '" - \ODM - / TR. 1 64 17 20 7 26 20 ( Nor to scA� SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ,-'- W 32 ` 21 W 23 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 16 19 z 35 > TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIM TO PAVING. u /j '14 t o �` 2g > \ 9 21 \ 25 ap►p I 1 W I 1 25Ix I 1 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON (NATIVE SOIL WHICH CONSISTS OF A ROCKY o 5 \ 11 `'' 36 31 _ 22 > I MATERIAL, THE SUB-GRADE SHILL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE � 3 y, 26 ; � 8 / �\ 15 °� 1 � / 30 � � � 7 18 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 3 11 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. /' \ 7 �' 12 , 22 I 24 FIE 23 17 3 REGINA DRIVE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED �/ o ; �� (� \\ 14 / /� I op, 1 BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE �' \ 3 --- MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. GO1 ; �� 13 ,, 8 9 10 ` `L � 1 ,- 4 \ /-' s ' TR. 13564-4 „ 12 -�- 1 564 4 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF ® ' �\ �' pa` 5 - -- `� 3 THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 2 / 4 '3 14 - x d� CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQURED BY �' `�5 2 4 15 ` �► THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE / i � \ `� i I f' , 17 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 y�g' 5 e V 3 38 37 36 35 34 33 \\ I ' ,�q 1L , �/ 32 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 Shall BE �� /' � 39 _� -®'- --- --- �-� 31 N ��' o9 CONSTRUCTED AT EACH INTERSECT . 4 `�\ ' ' 2 30 ION1 16 6 , 40 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON \ 3 7 0pJ ��•( �� , ' ��/ �R/f✓E/-_ 3 'I •� �,�, i �,,g9 1"� �•�fi' REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 41\ \ \ q� 21 22 23 ENGINEER FOR APPROVAL. \ 11 c� 20 24 / r .\2 / \ 19 25 26 N 140 RK �► 1'SX� (A16. WOSITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEAED UPON REQUEST OF THE N 8 ; 10 12 \``� �, / 18 TR. 135 4-3 27 28 i ` /' I ` t INSPECTOR. ( - \\ I /�' �'�� `\� 14 13 / j,�'/ I P �V v 54+28.94 SAN SEY AW RD 8+90.23 REGI pR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE \ " 9 ��?� 17 17 \ 15/// --z _11 ,p 9 ; og �o'C^�O fO�o�`' CRI 'd► :J'\ ,, — PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS HATPIN THE ROADWAY HAVE BEEN INSTALLED �� ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- 5 /, p? 1 , 1 _ e 1 L+3 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- \ ` c, _ t s S�,N� -�A1VTp ' 1 Z 53 tc -- �'' 8• Vit` 14 / 11 FACTION OF THE CITY ENGINEER. __ - as CC� 'l / 16 18 � ,� 1 N�_ DIPIyE ~\'� 1 II a ^ G�. 4 ,Aj�`' , C�� . I _ G' UTL1'TY CONTACT I : , . _ , I I �► LK l , 15 19 \ �� \\�' 2 / I I I N G 6� �. \\ / 23 �� 3 4 /NJ I i� 3564 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ A T SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 'yf,M, 20 I � 9 ,5 s 7 i � ^y� + G 1 R ♦ T MR. BOB srALLINGs ~ " \.. \ 1 / 24� FOR BASE LINE ROAD CONSTRUCTION Q \ \ i 22TRIACT BOUNDA 2 r GENERAL TELEPHONE 1-800-483-3000 TR. 13564-121 25 ' 29 1¢ s 30 1 / SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. t I 4-2 ' SBM 216 N. EUCLID AVENUE 1-800-427-2000 COMM. - -._ e cy� 1 �/ 28 35 R� ONTARIO, CA 91762 �;,j 4± _ *a" _. - hyF( 261 .f __.. 31 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 I �`- \ ' 9641 SAN BERNARDINO ROAD I ='' 27 ; I; 34 DETA� KNUCKLE CUCAMONGA, CA 91730 j ' d v 32 / r i ,�' METROPOLITAN WATER DISTRICT (909) 593-7474 r SEE SHEET NO. 4 700 N. MORENO AVENUE ' SCALE 1"=30' / TRACT BOUNDARY LAVERNE, CA 91750 �909) 983-9895 TRACT BOUNDARY \� / % \COMCAST SOUTHERN CALIFORNIA EDISON 1205 DUPONT STREET PORTION OF RED HILL) / \ ONTARIO, CA 91762 NOTE / w �- MARKS CABLEVISION 987-6275 I LJ z 10808 FOOTHILL BLVD. 1120 �909j 909J 880-0222 OFF-SITE GRADING PERMISSION REQUIRED FROM , RANCHO CUCAMONGA, CA 91730 THE EDISON COMPANY PRIOR TO ANY WORK WITHIN ' N THEIR R/W. X1S7. LEGEND 7R NO, -85615 `a FOEX MAP SCALE 1" = 200' 1 UN DENOTES STREET PSHEET NUMBER DESCRIPTION OF REVISION DATE APPROVED: PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 5 DENOTES STORM ORO PUN SHEET NUMBER CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES DENOTES PROPOSED STREET LIGHTS SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE STREET AND STORM DRAIN IMPROVEMENT PLANS BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON SEE SHEET NO.2 FOR TYPICAL SECTIONS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS AND DETAILS. DENOTES EXISTING STREET EIGHTS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON �,� moi. 1,+ ►444 avfvo p� /-izzab � FOR 1 I THESE PLANS. COL�INBE'� '�40'/gK dw f PERFORMING WORK SHOWN ON OR RELATED VISW R CIES DN AA[IA C'1 DENOTES STREET NW SM CO � ALL CONTRACTORS AND SUBCONTRACTORSzi f" T Et SM L /O-t TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS ,l�Ef�/5/ON oY MO.SNKM 2 ,tEVA3/oN3 ON,Sr7B, /,4,7/i�z '!#. TRACT N0. 13564-2, 13564-3 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH �� s �� —�— DENOTES �� SKIN 13564-4 do 13564 REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS 1 RE/98/a*w ON-mrf. Z'i,B4O,/Y,20,tS /j•-�� y zt_ PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE FESS/ APPROVED BY / DATE: THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S DESCRIBED AS FOLLOWS: STANLEY C. MORSE R.C.E. 20596 Oe Ctiq� QESCRIP'rION REVISION DATE CITY ENGINEER �� '` "' RCE NO 2495_3 AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH ��<c,��E`f C. � �� APPROVED REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION DESIGN RECOMMENDED c ,I. s - CITY OF RANCHO CUCAMONGA ri• coN:cs riN• No. 20596 r" m R.C. NDSWAW � }/t-fd CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE � Exp. 9-30 01 Z' BENCHMARK NUMBER 10071 ��0%IM4 � �RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF DATED a_ STANDARD PACIFIC CORP. ELEVATION : 1446.270 DR�►wN °'""' �� SHEET THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS *� C�V1L �* " SET 2" BRASS DISK IN CONC.WALL STAMPED L\F� I� REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING "CITY OF RANCHO CUCAMONGA BM 10071 1987" DD.L. NF 26 C` HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 9lF OF AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 1565 u,est »tacarl/tur bltn!/costa mesa, calif5rn2a .92626 ON NORTHERLY SIDE OF HIGHLAND AVENUE CHECKED DRAWING NO. CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE Revisiow SY DS 0 lPEvi_wN BY MOS REVISIONS $Y M0 100 FT. EAST OF HARLEM AVENUE, 1633 egg ® MAI NEGLIGENCE OF THE OWNER OR ENGINEER. 8 Ff. NORTH of GUARD RAILING S.M. DATE ? LE NO PROJECT SHEET NO. 1OF I:\32550\SIP\SIP1A 03-03-98 .y R W CONSTRUCTION NOTES & ESTIMATED QUANTnMS ' 5' P.. E. do 7' I SIDEWALK EASEMENT 6.5' 6" NOTE STREET TREES ON L.M.D. AREAS ARE NOT INCLUDED HERE TRACT TRACT TRACT TRACT 13564-2 13564-3 13564-4 13564 OFF-SITE 2y ,�° s� °° F`' STREET BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITIES STREET iM.PROVEMENTS UNIT QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY o --' 8.297 .�O• �°O * °o°o°o°o°o°°° SAN SEVAINE ROAD 60% GEIGERAPARVIFLORA AUTRALLIAN WILLOW 20, O.C. 15 GAL. SIDEWALK TO BE 6" THICK - (SEE LMD PLANS) 30% PLATANUS RACEMOSA CALIFORNIA SYCAMORE 35 O.C. 15 GAL 31 1. CONSTRUCT T AC OVER___f AB. (M(TERIOR STREET MIN. STREET SECTION) SF 65,930 68,421 34,901 58,055 WITHIN LIMITS OF DRIVEWAY 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. LF 3,146 4,182 1,851 3,318 ONLY. 3/4" LIP(1/2" R) 10% PINUS CANARIENSIS CANARY ISLAND PINE 25' O.C. 15 GAL. SECTM A-A 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 39,337 23,954 25,820 23,434 754 GUIDERA DRIVE ALBIZIA JULIBRISSIN SILK TREE 35' O.C. 15 GAL 21 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 A: 103. EA 16 6 10 2 _ "ROSEN~ 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. SF - - 3,150 787 - I 0 COLONBERO ROAD GINKGO BILOBA MAIDENHAIR TREE 35' O.C. 15 GAL 33 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A MODIFIED. (SEE DETAIL HEREON , W-16' ASSUMED) SF 4,323 5,187 2,470 3,952 I z J W 3 "FAIRMONT` 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 11 9 8 7 v M COPPI CT. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL 12 Of 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE' AS SHOWN ON PLAN. �, 10 11 4 3 a N f " •BRADFORD' - - 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-8. EA 10 2 . 5 2 I SANCHEZ CT. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL 12 10. INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) EA 6 6 4 2 A 5' 7' A "BRADFORD" STENCIL "STOP'' AND STOP BAR 6 6 4 2 - L I 27 6.5' 0.5' � �' 11. E4 - - 8.29% * CONGEMI CT. BRACHYCHITON AUUTRALLIAN FLAME 30' O.C. 15 GAL. II 12. CONSTRUCT 8" TO 6" CF CURB GUTTER TRANSITION. LF 588 168 164 - ACERIFOLIUS TREE 13 CONSTRUCT CURBSIDE DRAIN OUTLET MEDIUM CAPACITY PER CITY STD. 107-B EJB - 1110 1 - HOOFED DRIVEWAY APPROACH ©* •LANCIA CT. BRAeHYeHF49N-PISIACHIq 30' O.C. 15 GAL j (3 ® -604 LF - - ® - 6 06FRIFel crdPWA 5I S 4K+cMI f## PillAtim 15 CONSTRUCT 3" AC OVER �' AB ( SAN SEVAINE RD., COLONBERO RD., AGAllOrn DR. & REGINA DR.) SF 96,252 25,068 60,747 23,416 11,219 CRY STD. 10i-A, 9PECMATIIONS ALL APPLES N.T.S. OPK:I CT. QUERCUS ILEX HOLLY OAK 40' O.C. 15 GAL. IO 16. CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104 LF 5,062 961 3,505 1,369 702 17 CONSTRUCT 20' WIDE, T AC PAVEMENT SIF 1,600 _ - 100 GALLO CT. QUERCUS ILEX HOLLY OAK 40' O.C. 15 GAL i 7 18 INSTALL 5800 LUMEN HPSV STREET LIGHTS BY SCE PND AND COORDIWITED BY DEVELOPER. EA 20 28 24 19 2 FRONT YARD BACK OR SIDE ON 19. ADJUST SEWER MANHOLE TO GRADE. EA 14 4 9 6 CONDITIONS R/W I R/W CONDITIONS SAN ANTONIO DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. 33 20. ADJUST WATER VALVES TO GRADE. EA 14 1 7 - "BRADFORL7' 20' 50' 5' P.U.E. do 21. INSTALL 4" PVC. SLEEVE FOR IRRIGATION FACILITIES. LF 180 - - 60 - MIN. 25' 25' SIDEWALK ESMT. u VN BROS. DR. ALBIZIA"JUUBRISSIN SILK TREE 35' O.C. 15 GAL. 47 22. INSTALL 2• PVC. SLEEVE FOR IRRIGATION FACILITIES. 180 - - 60 - U FUTURE WALL "ROSEA► 1 7' 18' 18' 7' 5' MIN. 2' 23. INSTALL STREET TREES PER STREET TREES CONSTRUCTION NOTES AND LEGEND ON SHT. 2 . EA 144 93 105 103 - R.G. PAD LEVEL 5' P.U.E. do WALL SETBACK REGINA DR. ALBIZIA JUUBRISSIN SILK TREE 35' O.C. 15 GAL 64 24. CONSTRUCT BARRICADE PER CITY STD. PL 131-A LF - - - 46 - SIDEWALK ESMT. 2' UP LOPE I - -, 25. REMOVE EXIST. BARRICADE LF 32 R.G. PAD I I u �� L J GALLIANO DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 15 GAL. 31 26. FEATHER TO JOIN EXIST. AC PAVEMENT SMOOTH. SIF - - - LEVEL 29, MIN I 1 1 U ti 2-�AX i 0.03' 2 1 'BRADFORD" 27. CONSTRUCT COMMERCIAL DRIVEWAY PER SBCRD STD. 129 (W-20') SF 920 - - - 230 2 I FUTURE WALL I 27 _ 27 1- PADRE PL BRACHYCHITON BOTTLE TREE 25' O.C. 15 GAL ?3 28. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A SIF - - 3,256 683 - -----1.77-- 1J EA 4 ---1.79------ . U 29. CONSTRUCT DBL. DRIVE GATE 20' WIDE PER CALTRANS STD. PL. A 85, H-6' MIN.'5 3 2 GARRETT AVE. QUERCUS ILEX HOLLY OAK 40' O.C. 15 GAL 14 3 ' T` STORM DRAIN IMPROVEMENTS SETBACK' 40. CONSTRUCT 18' RCP (D LOAD PER PROFILE). LF 372 370 148 94 - R 67 Ti m 5.0 7' CERVErn PL SON BOTTLE TREE 25' O.C. 15 GAL 12 41. CONSTRUCT 2,C RCP (D LOAD PER PROFILE). LL 1,347 659 293 M0 - IDOWNSLOPEI - - _ _ MANDALA AVE. QUERCUS ILD( HOLLY OAK 40' O.C. 15 GN.. N3 42. CONSTRUCT 33' RCP (D LOAD PER PROFILE). LF 1,062 GUDERA, VAI BROTHERS & SAN ANTONIO DRIVE 43. CONSTRUCT 3G RCP (D LOAD PER PROFILE). LF 73 PADRE, , CERVETTI do MAI�DALA AVENUE ® AGGAllOrn DR. PISTACIA CHINENSIS cHnNEs•E PISTACHE 30' O.C. 15 GAL 64 44 CONSTRUCT 42' RCP (D LOAD PER PROFILE). LF - - _ _ 100 { GALLIANO,COPPI, SANCFEZ, CONGEK LANCIA, C*30 $ GALLO COURT (TYPICAL) 50' INTERIOR STREET/CUL-DE-SAC CONSTRUCTION NOTES FOR STREET TREES 47. CONSTRUCT MANHOLE NO. 1, 33' PIPE OR SMALLER PER CITY STD. PL 318. EA © 1 12 N.T.S. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 48. CONSTRUCT MANHOLE NO. 1, (OMIT M.H. SHAFT.) PER CITY STD. PL 318 (MODIFIED) EA 4 49. CONSTRUCT MANHOLE NO. 2, 36' PIPE OR LARGER PER CITY STD. PL 319. EA 1 i 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT i SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT - - - - - DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE BACK OR SIDE ON CITY INSPECTOR. a CONDITIONS 52 CONSTRUCT CATCH BASIN PER CITY STD. 300. (W AS SHOWN ON PLAN) EA14 10 4 4 - FRONT YARD RW � R W 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 53 CONSTRUCT CONCRETE COLLAR PER CITY STD. 328. EA 4 - - 2 _ { CONDITIONS / 60' / 5' MIN. 2' DIVISION. LANDSCAPE ESMT. rB�NCH 54 REMOVE PLUG do JOIN EXIST RCP. EA 4 - - - - 20' 30' 30' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. g MIN. 12, 18' 18' 12' 2.5' - - - FUTURE WALL 56 CONSTRUCT CONCRETE TRAPEZOIDAL DRAIN PER SECTION A-A ON SHEET 25 � 220 1 5' 5' UPSLOPE 57 CONSTRUCT CONCRETE TRAPEZOIDAL DRAIN PER SECTION B-B ON SHEET 26 CY - - - - 198 I 1 ® R.G. PAD LEVEL R.G. PAD 58 CONSTRUCT 1/4 TON UNGROUTED RIP-RAP, 32" THICK W/ FILTER FABRIC CY - - - - 45 j � �p� Ll 59 CONST. JUNCTION STRUCTURE 'C" CASE 11 PER CORP OF ENGINEERS PERMIT MANUAL (SEE DETAIL ON SHT.10 EA. - _ 2 LEVEL--,,, 2� MIN U L 2:` MAX 160.17' 15 16 2-� IJ--- ?� 2:1 MAX 30" ------1 60 CONSTRUCT RCP (D LOAD PER PROFILE). LF 377 - - - 396 .7% - - - ---1.77--- L J 61 CONSTRUCT TRASH RACK (INCLINED) PER CITY STD. PL 312. (CASE A, LR-6') EA - - - - 1 3 3 5' MIN. 2' 62 CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHT. 25. EA _ _ _ _ 1 R 67 T.I. 5.0 LA ED MT P BENCH 63 CONSTRUCT HEADWALL FOR TRANSITION STRUCTURE REBARS PER DETAIL ON SHT. 21 EA - - - - 1 7' 64 CONSTRUCT CONCRETE RAMP LF - - - - 73 COLONBERO, AGGAZZOTTI ROAD & REGINA DRIVE DOWNSLOPE N.T.S. NOTES FOR OFF-SITE QUANTITIES: OFF--SITE QUANTITIES INCLUDES: TRACT BOUNDARY 1. STREET IMPROVEMENTS ON SAN SEVAINE RD. SOUTH OF TRACT BOUNDARY (WITHIN SCE EASEMENT) INCLUDING STREET LIGHTS SEE SEPARATE COMMUNITY RAW EXIST. S.B.C.F.C.D. R/W 2. PORTIONS OF STORM DRAIN �� A% AND ALL THE INTERCEPTOR DRAIN AT THE MLY TRACT BOUNa Y TRAIL PLANS. DESCRIPTION OF REVISION DATE c�T1r W'LY R/W APPROVED: 1 60' 12' EXIST. 20' LANDSCAPE ESMT VARIES 32' 28' 1 EQUESTRIAN i 1, SERVICE ROAD CITY OF RANCH 0 CUCAMONGA TRAIL ~i f A.C. PAVED LOT ))A:) pf ESS�p 12' MIN 14' 18' 18' 10' EXIST. 6' CHAIN �oe� "qe li C. STREET IMPROVEMENT PLANS FOR I PVC FENCE I LINK FENCE �` .5' 5� 9� --- SAN SEVAINE WASH TRACT NO. 13564-2 13564-3, 13564-4 (2 RAIL) 29 27 � ,�,v�►i.�+re7 Awvcc cw e� crr /-� _' � ��., Z 3' MAX =-�- �'� 4' rn[.cwerE.•e�� .�o.�resT aruti✓T /-/t tct� � �, No. 20596 �, � EXIST. ROCK a* Exp. 9-30-01 3 & 13564 2% 0.17' _ o RIP-RAP 3Atl~ Ttff SIrCI QS oN LAPUTA Cf. --_._ 1 79 1 7� EXIST. AC BERM I � Z 27 MIN Napo0 © AAR" C?uwr/Ta�S ^4e 7W&Z6 9'u ,TF� cAL�F� DETAIL SHEET 3:1 MAX DECOMPOSED �p p ti 12 _ LANDSCAPE 3 GRANITE po Q 60 ,e��r�co oa�vriT�cs was ��! +r/ 4-f-�s Y'�- - . 2' ��op� <) EXISTING APPROVED BY i DATE- ESMT �� 00�� GROUND DESCRIPTION OF REVISION Dale cI CITY ENGINEERA � 4 RCE 0 24953 BENCH 16 16 Sao O - APPROVED , R 67 Tl • 5.0 \ ��o CITY OF RANCHO CUCAMONGA DESIGN RECO M ENDED MOI CONII/L �/N• �J \� I BENCHMARY. NUMBER 10071 R.C. MDS" ...�.,�" 'c�.►�., e D �R STANDARD PACIFIC, CORP. ELEVATION : 1446.270 "�' �"4 "` '"+" SAN SEVAINE ROAD A "CITY OF SET 2" B RANCHO CUCAMONGA BM STAMPEDRASS DISK IN CONC.WALL 1198-r DRAW D.L , ..r.+M SHEET N.T.S. 1565 uest mwarthur blmYlcosta mesa, calsArnta 9,26,26' ON NORTHERLY SIDE OF HIGHLAND AVENUE 2 OF Z6 100 FT. EAST OF HANLEY AVENUE, CHECKEDNO 20596 DRAWING NO. 8 FT. NORTH OF GUARD RAILING S.C.M. DATE 3 FILE NO 1633 PROJECT SHEET NO. ��OF I:\32550\SIP\SIP2A 03-03-98 0o �W_., _;_ __�___�-__. - __ __ ._ �__ .�.�.Y__ r__.,�__,�. ,___ Y_.__+ _..� _ }_ ._>.___+,__._,"__,_._,+__, �_�_ �--.._:,__._j_, ,_--_-:v_.. ,_-. ._ , 'ON 1�3HS �3S Ln I i ; r i ; i i. - I ' i- .. t i I. , 3W H01VV4 Q o N Z Z Cr) I , i i , �' I i r 1 00*00+6-V VIS ^ O UCD A _1_ _t._,__,.,_..__ , ;_• �- _ _1-. _ . �. _ I -1 __� .._� . .. . _._ . .+:� _�, _� . ._1v__t _._� ._..� _:� _ �.:�� -� �.;� .. _. � W z .. 3 I ! + I + } � • I j I Q � W 0 w � 05 �: + .{.,..�..._. i {•- I - '},�--_j_- •t r _i_. + �._ _:..__{ L__ .�___:_�.�. 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LA- .� L .� f T— { i _ • M _ - --44 1 - - i + ch ca 30 T - _ - 1 -1 1 cr r t f t -- .._- -... i co _ : _. . ) - cn - -- - _ - _ _ - H 1Z N. 1 ' 4 F-Tr #- _ _ _. _ _ __ - - _ ;VERT. "1 44 , i _. _ .. .. 1 2 3 4 rj 6 PLAN SCALE ALE 7 8 9 10 � 11 Go + co Id NOTE ON DRNEWAY LOCATION 5' s' � + GO + THE DRIVEWAYS, STREET TREES AND STREET LIGHTS 6' °D CO o, LOCATION SHOWN HEREON ARE PRELIMINARY AND _ 5' •�, MAY BE SUBJECT TO CHANGE. FINAL LOCATION WILL 14 13 BE PER REVISIONS TO FOLLOW. 6 G � o+, � 1a N W k 16 ro 5r cq 5' �' c' + 3 12 L4 cv W 40 51 YR. 13564-3 S ~ � �' 15 - x 11 AN SE b� L" � G9�G 10 ESHEE? NE DR � � . � � 2 a Np 3 6 SCALE 1"=40' S•W-___ lI �; �., rU r wiss 16 �. 18 e DETAIL CB #5 �� 4 7 ab 3 ! DETAIL CB #6 �� ;X`t• ,, 18 7- 19 i� �wi wa' 4 rr ONS fo �/� �` ,� �,P 6 j �o T. � - o, 3 a, k�189 65� 4 8 ' S9 h 2 1 1 �� 10 �♦ i .�� r 2 ci 1 7x �'�7� ,x`S9 9� `�� 6• CF 18 M 2 B �, 79 641.80 TC o f 4 �, �� 641.30 FL 4 TRACT BOUNDARY Xis ��71 F 3 n 7\ ,x X1.211 5 10 F 1 DESCRIPTION OF REVISION DATE CITY X168 ' 6 APPROVED: o�� r �. CITY OF RANCHO CUCAMONGA- 10,5.0 %�TR. 13564-2 � � ��°' � �� '�- Q kms• DETAIL ce #11 SAN ANTONIO DRIVE 14' 8 o s E I WW PUN FOR 5 g� � `� � Qc�tOFESS�pN� a 6 ��°�� C. `y SAN ANTONIO DRIVE CONSTRUCTION NOTES / 2 N ��, z "' 2' 0' �, No. 20596 ,,, 4 r a Exp. 9-30-01 TRACT NO. 13564-3 Cos � / �%� *�} CIV 11. �* 1D CONSTRUCTS_ AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION) gO INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. GIS' CAO�E 20 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 10 INSTALL STOP SIGN PER CITY STD. PL 401-B(R1) APPROVED BY _ DATE CURVE TABLE CITY ENGINEER � RCE NO 249.53 3� CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 11 STENCIL "STOP" do STOP BAR # A R L T DESIGN RECOMMENDED ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 103. 12 CONSTRUCT 8• TO 6" CF CURB dt GUTTER TRANSITION. A 84'2 0 '28' 27 . 0 0 ' 39 . 74 ' 24 . 46 ' CITY OF RANCHO CUCAMONGA R C m •c o m v cr v t rime J^/1'�f • 4 3 0 , 92 ' BENCHMARK NUMBER 10071 Ds ,—)...,ft""«,.= m+�.,�., © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A MODIFIED. (SEE DETAIL ON SHT. 2). 18 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER B 97-44 '44'44 27 • 00 6 . 06 ELEVATION . 1446.270 DRAWN A SHEET C 63* 02 ' 10' 250 , 0 0 ' 275 . 05 ' 153 . 31 ' SET 2" BRASS DISK IN CONC.WALL STAMPED 70 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. 1 g ADJUST SEWER MANHOLE TO GRADE. D 63* 02 ' 10' 268 , 00 ' 294 . 85 ' 164 . 35 ' "CITY OF RANCHO CUCAMONGA BM 10071 1987" D.L. 140F 26 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE7 AS SHOWN ON PLAN. 3 INSTALL STREET TREES PER NOTES LEGENDS ON SHT. 2 ON NORTHERLY SIDE OF HIGHLAND AVENUE O ® E 63' 02 ' 1 0' 232 , 00 ' 255 , 24 ' 142 , 27 ' 100 FT. EAST OF 'r.°NLEY AVENUE, CHECKED C NO 20596 DRAWING N0. F 9 0+ 0 0 ' 0 0' 27 , 00 ' 42 . 41 ' 27 , 00 ' 8 FT. NORTH OF GUARD RAILING S.M.C. DATE _. FILE NO 1633 PROJECT SHEET NO. � OF I:\32550\SIP\SIP14A 03-10-98 L=42.41' 4 9'4 Y4 9'4 I 1 t "- ; � i ... - }.. " a. _. w. .. 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FINAL LOCATION WILL SEE SHEET N0. 8 81 '50 TC BE PER REVISIONS TO FOLLOW. 7 G 681 '50 f 8 6 6` cF ' ' a' 184 ' TRACT BOUNDRY .� SCALE 1"=40' .00 TC SCALE 1"=40' AGGAZZOTTI RD. o9 �C 3 C o Ix SEE SHEET sl ,� w � �d 0 3 + W r" NO. 8 �' 6l0!� x 6' _ `7/ + Z Q9�?S�4r 6 5' CF CB 29 �'PA N v� 1 CCN 0�p`t 0! Fo 1 670.92 TC 8 W=4', V-4.86' ` ,} o� 670.42 DETAIL C B #28 31: 1 600 d cF _ 2 '` - - —_ _ --- ,ek�1D• D TRACT BOUNDRY _ 670,99 TC 3 �o I 19 � �' 670.07 FL 2 "�o N `off 3 8 - B °O 1 Ki CASE "B' N N + ``' �• ----- t 10■ CF 15' DRAINAGE EASE. A y 8 CB 28 4 \lCo�(� — 670.89 TC - o YR. 13564 W=3.5', V=4' 1k�cA1 670,06 Fl y 18 3 MOC 6" C M + 4 t 11 15' DRANAGE EASE 0670.88 lC n � �i a '� 670.2e L7 '� N 18 15' DRAINAGE EASE - 1 o _ r _ 9 5' A r 1 6 �a YR. 13564-2 2 � 4 X39 3 10 rc 8 c TR. 13564 � 1 1 10 8 I J DETAIL CB #29 Cl + 3 48 N 18 , 4 TR. 13564-a COTRI�CTION N01�S ANCHEZ COURT DESCRIPTION OF REVISION DATE APPCITY ROVED: S 1� CONSTRUCTS AC °VER 4' AB. (INTERIOR STREET MIN. STREET SECTION) CITY OF RANCHO CUCAMONGA 2O CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. 3O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. STREET WROVE MEW PLAN FOR FESS/0 4O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. ° �'q C. �<ti COPPI & SANCHEZ COURT © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101—A MODIFIED. (SEE DETAIL ON SHT. 2).. 7O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. No. 20596 4 COPPI COURT * Exp. 9-30-01 * TRACT W. 13%564-2 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 CASE! AS SHOWN ON PLAN. CIVIL �P 9O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 9�F A� CA APPROVED BY DATE: 10 INSTALL STOP SIGN PER CITY STD. PL 401—B (R 1) CITY ENGINEER �C C� L �L-� RCE N 24953 CURVE TABLE 11 STENCIL ■STOP■ do STOP BAR CITY OF RANCHO CUCAMONGA DESIGN r.°i .c o m mL rime RECOMMENDED # R L T 12 CONSTRUCT 8■ TO 6■ CF CURB do GUTTER TRANSITION. BENCHMARK NUMBER 10071 R.C. MD � �,�_ MNs� T`/L 9� A 21 0' 0 0 ' 0 0' 38 , 00 ' 139 . 28 ' 141 . 82 ' ELEVATION , 1446.270 B 15' 0 0 ' 0 0' 112 . 00 ' 29 , 32 ' 14 . 75 ' 18 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER SET 2' BRASS DISK IN CONC.WALL STAMPED DRAWN _ � SHEET C 86■56 '5 0' 27 . 00 ' 40 . 97 ' 25 , 60 ' 19 ADJUST SEWER MANHOLE TO GRADE. "CITY OF RANCHO CUCAMONGA BM 10071 1987' D.L. 150F 26 D 9 0■ 0 0 ' 0 0' 27 . 00 ' 42 . 41 ' 27 . 00 ' 3 INSTALL STREET TREES PER NOTES do LEGENDS ON SHT. 2 ON NORTHERLY SIDE OF HIGHLAND AVENUE ® 100 FT. EAST OF HANLFY AVENUE, CHECKED O�C-E NO 20596 DRAWING N0. 8 FT. NORTH OF GUARD RAILING S.C.M. DATE FILE NO 1633 PROJECT SHEET N0. OF I:\32550\SIP\SIP15A 03-10-98 L=42.41' - MA # t 9� 9r4 74 9' . ... + f t ; { , A _ - - - t P..-1 f 1 kk r r _ . � � W - i � >~ t � , t ori t_ _Z t i fhe U {f v cli f t - 1 i .. .. __�._.... _. _...__ .. t— _Y' __._•.,._. _ __ l-.. ___-�IRT_-_...., .. .._- _ � _ - _.. ___.. __ - � i - - _ _ _ �.._.—.' _ _ _ _ _ - _ - .. , • i a _ y f , { , a I x t 1 z { { # - : I ' r � t - -r �- 7 k _ . r— ♦ — - - -- - -- I. —r— {t— 1' # _ _ T. U - t + I - - -- UW2 }} I t u. � . ; r L�42 4 l I r I i t t t L t t . 1 y T` 7!4 (4 — i +-- ` - - - 1 cri - - - } - - + - , - j`y1 r tt 1 I t V r 0 st. 0 _ + t I f _ _ r • � t S i } I + 1 e , # ! _ �_ __ _ _ - ---•- _ - - - - -- - - _ t I V V U m -T- 1 t[ _.._ }r � 1 _ w 1v.c -.... .__. ._ .....�. ..�-_-i- ,...- ._,f."_. .__ --r-. _ __-..... +-_ - -:-T_- _..._ __... ._. ... _-_._ _.Y_ r • -{ P•�.. T /TV. - .....1.,_ .. ___.Y..__. _...4 .._ __._ __.4. _.. a 1 __ -.. .. _. .. .. .. ". .. .. ,.- -` _ '__ __ .. _ .. t .N-1 t t 1^ _ ' r _ I . r r T t �• a r Z _ . - -- - - !PR w r t LLL 4 3 2 1 PLAN SCALE 4 3 2 1 1"=40' NOTE ON DRIVEWAY LOCATION THE DRIVEWAYS, STREET TREES AND STREET LIGHTS LOCATION SHOWN HEREON ARE PRELIMINARY AND �G MAY BE SUBJECT TO CHANGE. FINAL LOCATION WILL ro BE PER REVISIONS TO FOLLOW. h AGGAZZOTTI RD. TR' 13564-2 If AGGAZZOTTI R D. 60.6 FTC �x TR. 13564'2 SEE SHEET NO. 9 SEE SHEET NO. 8 r 840.14 FL 6)' SCALE 1"=40' 64Id' CIF0 62 C m 19 _ N 1 8 $ 12' < 8' '1$' 12' �X 14 ��'g, m 13 $ 1 ' I8' 18' 12' _ u v �3 w 1 2 + W 639.79 FL 2 0 co w `t + M Y 3 v + M ^a� a + w SCALE 1"=40' • I 4i N C CASE B" v `�+ �• 13��44 MOC — CF 18 "' 0 3 4 ®. 1 a 56�t'3 CB 30 4i 4 �t R 3 8 W=4', V=5.8' 3 3 r�. ,�� r 639.78 Fl 15' DRAINAGE 20' 64-3 2 15' DRAINAGE C EASEMENT INT. 6• CF { EASEMENT 2 — 1+00.00 LANCIA CT. 1 63 -- - - — - -- -- ---- - - ----— "_ _ - - 13+98 95 AGGAllOTTI RD TC 1 B 7 ' t- ao ____..__ .. ____.__-. _ _ _- -- --- _ . - -- �= 13 1 2 1 -% 19 1 2 t}2 FI 3 ` 2 3 CF CASE 'B" t 9 \ - B - - I o Ln - - — 7 11 sS fi 8 11 CB 31 - -- - - - - -- r - .. 10 11 �- 8 q B 1 INT. s W=4', V=4' q 18 1+00.00 CONGEMI CT. C z C = 10+20.95 AGGAllOTTI RD. m 1 6 is L0 3 N 3 10 4 z n un cv + �s w 4 U 04 L Y c - m DETAIL CB #31 N m N Q S `; + m nm 18 n 3 + m ri, U X40 18 15 16 17 21 6 22 23 CONSTRUCTION NOTES 30'Rewise -ye'e Mies or L4.nC 4. C+• i0-s.�1I CONSTRUCT T AC OVER f AB. (INTERIOR STREET MIN. STREET SECTION) C DESCRIPTION OF REVISION DATE I' CF Q CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. APPROVED: X5'49 TC O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. CITY OF RANCHO CUCAMONGA 655.99 �- O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. ,d CF STREET M3ROVBAMT PLAN FOR 655.48 TC © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A MODIFIED. (SEE DETAIL ON SHT. 2). / �� QEtOFESS/pN CONGEMI COURT ---T_ 7Q INSTALL HYDRANT MARKERS PER CITY STD. PL 134. SHOWN ON PLIW. LANCIA COURT ��`�°�� C. � CONGEMI & LANCIA COURT T CF ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CTTY STD. PL 307 CASE• AS S N "' No. 20596 m qC .47 TC 90 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A dt 401-B. * * TACT NO. 1�7V�2 �o � d Exp. 9-30-01 � MOC 10 INSTALL STOP SIGN PER CITY STD. PL 401-B (R1) ,ty9l C�yll NP 65 60 qr, 11 STENCIL "STOP' & STOP BAR 4� CA0 APPROVED BY : DATE• ss�g6 TC 12 CONSTRUCT 8• TO 6• CF CURB do GUTTER TRANSITION. CITY ENGINEER /r RCE NO 24953 " s �cR 18 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER CITY OF RANCHO CUCAMONGA DESIGN roi •coat riN• RECOMMENDED CURVE TABLE R.C. �S 19 ADJUST SEWER MANHOLE TO GRADE. fig) TC BENCHMARK NUMBER 10071 ,2 # D R L T ELEVATION : 1446.270 +� �... �' m� ®3 INSTALL STREET TREES PER NOTES do LEGENDS ON SHT. 2 DRAWN N ' SHEET A 21 0° 0 0 ' 0 0' 38 . 0 0 ' 139 . 28 ' 141 , 82 / SET 2" BRASS DISK IN CONC.WALL STAMPED ��+ � B 15' 0 0 ' 0 0' 1 12 , 00 ' 29 , 32 ' 14 , 75 ' "CITY OF RANCHO CUCAMONGA BM 10071 1987' D.L. R 26�` ON NORTHERLY SIDE OF HIGHLAND AVENUE 16 OF 2" DETAIL CB #30 C 90' 00 ' 00' 27 . 00 ' 42 . 41 ' 27 . 00 ' 100 FT. EAST OF HMLEY AVENUE, CHECKED �E NO 20596 DRAWING NO. 8 FT. NORTH OF GUARD RAILING S.M.C. DATE FILE NO 1633 PROJECT SHEET NO. OF I:\32550\SIP\SIP16A 03-10-98 L=40.97' L-42.41' v S/4 X9'4 9'4 4 6/4 AY4 '6/4 /4 r ( , , , r _ i ( r + � . x , _ ZbP`OF . . t1 . - - - ... .. + .;- t " I 1 : :. _ .. t } _ .. ._ ... _.. Y y , 1 .. - t , • fit- ...... .: .. ._ .. .. ._ .- ,. ._ ,_ ....- _ , o }(r • t. , { _ F - t F 40 i T # _ Co s J I { 17 -_ ♦ f 104 , , Y S ; $ `1' t D1 } to (� t F $ In_ 00 CI - } } - - -- - -- - - 1- _ t --y.—_. — '^ - - j i , S I t - - - t ii a0 _ t to -1 _ - }. • �- --� i , r � _ _ _ T 4. s t r r t '�-�- _ �_-- -'�-- �cC�: F t -4- t -1627 r - - �- 1 _ 7. - 7. T , } `•. : ( .. t .. ... }.. } -}--}-- - - - - - - _. } ' . + t �oPoll x i $ i + E # f P_ _ ! .. $. — r $ tt r - - - - - W + x { # f { - - - -- -- - - - -- — - - - - - -- - __ r { ca It #_ ( o - I , fr• flit+;flF� 1� , , }- �. � t t� � - { t t r i ' t - + _ # _ — 1 � L 1�•2 � f • I { i O.C. z 1 i. 1 t {- - , ; - •r ,: f I m �:: �. i. . .. - .. .. .. -. ... 71T .__.J--..-.. .. __. _ .._• _ -_ ..- __.. _. _ _ 6 _ _ t - 0 _ W # m - z V► 17 } - -- - - - - -- - - - 1 # r f _ _ - 3E T a j _ - - — — - - }} # 4- L 5 �5J. t_l'_12" _Al_ � _ - - - _ _ _ _ _ - HCtRIZ N: 1 '=4 —{_ _ -- - f rr _ . 4 3 2 1 PLAN SCALE 4 3 2 1 NOTE ON DRIVEWAY LOCATION 1"=40' THE DRIVEWAYS, STREET TREES AND STREET LIGHTS LOCATION SHOWN HEREON ARE PRELIMINARY AND MAY BE SUBJECT TO CHANGE. FINAL LOCATION WILL BE PER REVISIONS TO FOLLOW. � G 66�5�� AGGAZZOTTI RD. 6�5 �R. 1364-� SCALE 1"=40' 9C9FTC SEE SHEET NO. 9 SCALE 1"=40' 625 31 18 6 625.49 � � N � 1 18' 18' � 1 1d CF x� 3 30 g � TR. y n AGGAZZOTTI _ M + _ u�. 13��-6 R D• 625.99 TC �,o qj '� m + 4, ,� SEE SHE s25.�6 �- 32 `" N � � + 5 NO. r Cp�� 26 25 � 10r CF 6 I 626.00 TC �palp RD r12 � 24 r 1'l 625.17 FL r . 3 �' � � 1 18' 1g 1 � �g 1p 5 g•w--- ___.--.,-. .--- _ _ _ -T--____.___--- - -�`.;' .23251 �X o 18 E5 � �i a: N u_ja U 1 6 6.0 7C W=4, V=4' 3 2 `'' / I 625.53 FL 18 o i' 11 13564-3 N _ C14I 0• 6 6' CASE 'B" v 1W I dp �,,�18 �1Ot� ?ss� A 8 CB 13 5' 2 `,;' ! 1 pA } "`'" s6 fZ 1 EASEMENT DRAINAGE D W=4', V=4' \ _ . 7 _ 1 2 1 _ . U 10 3 n 3 0 8 1 19 o m B _ , -_ 2 ,1 TRACT BOUNDARY D ETA i L C B 10 vi W + U 4 - - - - _ - - ; -- - - - 1 NAG A / ' J N j V 6 15' DRAINAGE E 2 7 C a+ a EASEMENT i o (10 33 6 �, 35 3 TR. 13564-3 + m N + 34 4 401 eCF �� a s29 05 IC � CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE CITY 28 6 29 APPROVED; ,d F 27 o CONSTRUCT T AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION) GALLO COURT CITY OF RANCHO CUCAMONGA CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. - 62x•22 Fl- O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. STREET &43R0�� PLAN FOR 10' CIF Q�pFESS/0 629.07 TC 0 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. OPICI GALLO COURT 628.24 FL � ` © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A MODIFIED. (SEE DETAIL ON SHT. 2). N �� s yc� °= .13 Cr596 OPICI COURT 7O INSTALL HYDRANT MARKERS PER CITY STD. PL 134. d Exp. 9 030 01 TRACT NO. 135146 2 6?8 63 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE' AS SHOWN ON PLAN. *�9l �I VIL N* F 6* 10 INSTALL STOP SIGN PER CITY STD. PL 401-B (R1) CF CALF s s� cF APPROVED BY ' , DATE: STENCIL "STOP' & STOP BAR CITY ENGINEER } RCE 24953 R 12 CONSTRUCT 8r TO 6r CF CURB do GUTTER TRANSITION. CITY OF RANCHO CUCAMONGA DESIGN ro s c o N•ac riN• RECOMMENDED 18 INSTALL 5800 LUMENS HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER CURVE TABLE R.C. NDSW*^ '••` ••• �' 3-iL- # R L T BENCHMARK NUMBER 1007117=i m.r an,�.. v+N x"-e DETAIL CB #� 3 19 ADJUST SEWER MANHOLE TO GRADE. ELEVATION : 1446.270 DRAWN a,V» R. w-mill SHEE A 210 0 0 ' 0 0' 38 , 00 ' 139 . 28 ' 141 . 82 / SET 2" BRASS DISK IN CONC.WALL STAMPED ®3 INSTALL STREET TREES PER NOTES do LEGENDS ON SHT. 2 B 15. 00 ' 00' 1 12 , 0 0 ' 29 . 32 ' 14 . 75 ' "CITY OF RANCHO CUCAMONGA BM 10071 1987' D.L. 17 OF 26 ON NORTHERLY SIDE OF HIGHLAND AVENUE C 86'56 '5 0' 27 • 0 0 ' 40 . 97 ' 25 . 60 ' 100 FT. EAST OF HANLEY AVENUE, CHECKED NO 20596 DRAWING NO. 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I I -- C � � 4 r j T w, � I I v r- rt I q v L�IiC / 14 I },- ,- `' --�-f� I{ I_. •V BvC _I i I.r,-.�-._I ., - Ln ___-_ . �,� . "I t7d v U) � M o .1. m $ c 0 > � I ; , , r i . , I� . 11 i I I 9 4 c�Ec. > omrrI � � 4 . . I 111 -0 zC 4 I 5 f I I ��/9;;�V 11 1 I � �.�, __._ � JL .� j _j_.. ;o I j -_r_�__j____�_r___'j__'_t._ i I I i i -0 n - r 4-t I __ i I i Z , ! I I I 1 C__4 p m " 310 >' I :, i -T_ _' , , - p v+ , "'----t'"- -Y '+-- - t...E.. ..... .,."" -+"'-'.-...{- _.-,.:�. .-..,-a.,....-.-._. -,.,-:.,...._<.:......._.<.,.,._;.._ .., .tip 4*........ % ,�• d GRADING- PLAN GENERAL NOTES COMMUNITY TRAIL PLAN TRAL NOTES 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO 1. VERTICAL GRADE: THE FOLLOWING GRADES SHALL BE OBSERVED: CUCAMONGA STANDARDS AND SPECIFICATIONS, AND APPENDIX CHAPTER 33 OF THE UNIFORM FOR B 0 - 5X OPTIMUM. BUILDING CODE. t OX MAXIMUM FOR DISTANCES OVER 500 FEET. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING 15% MAXIMUM FOR DISTANCES LIMITED TO 500 FEET OR LESS. EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS, _ _ _ 20% MAXIMUM PERMITTED ONLY IN EXTREME CASES AND FOR SHORT SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. DISTA C ES TO REX00 FEET, AND ONLY IN CASES WHERE NO VEHICLE TRACT NO. 13564� 1 1 1356421 1356431 135644y & 13564 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS SWILL BE EXCAVATED TO THE SATISFACTION OR THE SOILS ENGINEER. 2. CROSS SECTION: 2 - 4% OPTIMUM, 6% MAXIMUM IN APPROVED LOCATION ONLY. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY PROJECT SITE ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS TR. 13864-2, 13664-3, 13664-4 f 3. DRAINAGE: WHERE TRAIL GRADIENT EXCEEDS 4X, WATER BARS, SPLASH OF ENGINEER'S RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT. & 13664 i CURBS OR OTHER DIVERSIONARY DEVICES MAY BE REQUIRED. LOCATION IL DRAINAGE DEVICES TO BE REVIEWED AND APPROVED BY THE TRAILS 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT �vr ADVISORY COMMITTEE. TO PROPER MOISTURE CONTENT, AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM ' S.B.C.F.C.D. R/W 4. SIDE SLOPE CUTS AND FILL 2:1 MAXIMUM, 2% MAXIMUM BETWEEN CURB DENSITY, AS DETERMINED BY APPENDIX SECTION 3305 OF THE 1994 U.B.C. OR EQUIVALENT �[ TR. 13664"1 COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. AND TRAIL. 5:1 MAX TURF AND 3:1 MAX SHRUBS / GROUND COVER BEHIND SOUTHERN CALIFORNIA TRAIL. OCCASIONAL SLOPE VARIATIONS WILL BE CONSIDERED ON A CASE 6. IF ANY UNFORESEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING 0 o o TR, 13668 SXrsrrNG AMASS CANYON OVERFLOW CHANNEL AND Lavaa BY CASE BASIS AND WILL REQUIRE APPROVAL BY THE CITY ENGINEER. CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILSQ m - S H 4 ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. STREET 3 m SUMMIT AVENUE 5. SURFACING: TRAIL SURFACE SHALL BE DECOMPOSED GRANITE WITH iiiii MINIMUM BASE. REMOVE ROCKS AND DEBRIS AND GRADE SURFACE SMOOTH.H. Py 3p 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY ��J� ��F� 28 29 31 32 18 19 34 33 MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES w 24 TH p (CRY OF 6. CLEARANCE: ALL TREES SHALL MAINTAIN A 10 FOOT MINIMUM CLEARANCE. 27 ADEQUATE SIGHT DISTANCE TO BE MAINTAINED AT ALL INTERSECTIONS AND DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED z RANCHO C�p�,A) �� I I 28 DRIVE APPROACHES. FENCE LINE SHALL END 10 FEET BACK OF THE IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD > THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. a U1D6 17 '� 20 Q w ��• , 64 w 20 26 DETERMINATION SHOULD BE MADE CASE BY CASE. FENCE LINE SHALL END B.C.R. OR E.C.R. IN 20 FOOT EASEMENTS. INS , o SUMMIT FOOTHILL FREEWAY a W 21 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH 23 Z 35 `. 32 5 FEET BACK FROM THE TOP OF THE "AI AT DRIVE APPROACHES. THE CITY WITH CERTIFICATIONS FROM THE CML ENGINEER AND SOILS ENGINEER THAT AVENUE Q o`� ` 24 10 i6 y e29 t9 ADEQUATE ACCESS TO UTILITIES SHOULD BE MAINTAINED. FENCE LINE } ,; ` 9 e 21 SHALL END 2 FEET TO EITHER SIDE OF FIRE HYDRANT AND 1 FOOT TO BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE FUTURE O 25 1.9 �, a 25 PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. O� _ 4 F•p 11 15 a, 36 31 `�' [� EITHER SIDE OF ANY STREET LIGHT OR UTILITY POLE. HIGHLAND v 26 t8 7. FLOOD AND DRAINAGE CHANNEL CROSSING: WHERE TRAIL MUST CROSS 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING 4 27 8 22 30 24 EXISTING OR PROPOSED DRAINAGE CHANNELS, THE CONTINUITY OF THE GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. 7 p 12 I `� 23 TRAIL SHALL BE MAINTAINED BY THE CONSTRUCTION OF AN APPROPRIATE 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF VICINITY MAP ',�10 C 1 R8C NA q 17 CROSSING SUCH AS BRIDGES, RAMP WAYS, CULVERT, ETC. WOOD OR WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1994 UNIFORM BUILDING CODE. _-__ 9$�p 6 14 iJ�" �r� pR TRANSVERSE MEDIUM BROOM" FINISH CONCRETE SHALL BE USED TO NOT TO SCALE yp�' 3 PREVENT SUPPING (NO METAL SURFACES PERMTITED). NATURAL 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER Cp 1 t 3 8 9 10 STREAMBED CROSSINGS SHOULD BE LEFT AS NATURAL AS POSSIBLE. COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING 4 �`� gl'� 6 7 uR" 13564-4 11 12 8. TRAIL ENTRANCE: TRAIL ENTRANCES SHALL BE DESIGNED TO PROVIDE FOR UTILITY UNE BACKFILL, INCLUDING BUT NOT LIMITED TO SEWER, WATER ONES, ELECTRICAL, 13 14 j EQUESTRIAN, PEDESTRIAN / HIKING USE AND SWILL DISCOURAGE MOTOR GAS AND LANDSCAPE IRRIGATION ONES. / 5 2 4 15 16 VEHICLE AND MOTORCYCLE ACCESS, EXCEPT LOCAL FEEDER TRAILS SHWl 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY 1PROVIDE ONE OR MORE MEANS OF UNOBSTRUCTED VEHICULAR ACCESS FOR p� ,,��• 3 37 36 35 34 SERVICE VEHICLES. ACCESS LOCATIONS SUBJECT TO APPROVAL BY THE DIVISION PRIOR TO FINAL BUILDING INSPECTION. 5 1C 39 38 33 32 TRAILS ADVISORY COMMITTEE. REFER TO STANDARD DRAWINGS FOR 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLANBARRIERS AND SIGNS. WHERE THERE IS NO BARRIER, THE TRAIL SHOULD IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING 4 2 31 30 29 I BE POSTED. BOND AND PRIOR TO FINAL GRADING INSPECTION. s Q'� gROT�Rs 10. CONCRETE APRONS: FOR DRIVE APPROACHES AT TRAIL ENTRANCES OR AT 3 7GoJ DRAINAGE CROSSINGS CONCRETE APRONS SHWA BE A TRANSVERSE "MEDIUM 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE \ \ ' 41 �1►1 21 22 BROOM" FINISH. PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING �, ��, 11 20 23 24 SYSTEM. SEE APPROVED LANDSCAPE DRAWINGS AND EROSION CONTROL SPECIFICATIONS G FOR PERIMETER TREATMENTS. \ L a 8 �� 42 19 25 26 11. REDWOOD HEADER / CONCRETE HEADER: SWILL BE 6-INCH CONCRETE HEADER 27 14 OR A REDWOOD HEADER BETWEEN THE ASPHALT SERVICE ROAD AND THE 15. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS It 10 12 ` 18 TR. 135 4-3 28 EQUESTRIAN TRAIL SURFACE. ASPHALT MUST HAVE ADEQUATE STRUCTURAL IN ACCORDANCE WITH APPENDIX 3317.2 OF THE 1994 UNIFORM BUILDING CODE. t4 13 SECTIONS IF BUILT BY DEVELOPER. ! g 13 17 12 15 12. SPECIAL NOTES: MOST REGIONAL. TRAILS FOLLOW EXISTING OR PLANNED 16. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL. OF THE I w ;, � 11 10 FLOOD CONTROL FACILITIES CONSTRUCTED BY THE SAN BERNARDINO COUNTY BUILDING OFFICIAL AND CML ENGINEER OF RECORD. , ,r , ��°�' p� 17 � g � FLOOD CONTROL DISTRICT AND ARMY CORPS OF ENGINEERS. THEREFORE, 8 SANc�u T ANY CONSTRUCTION WITHIN THEIR RIGHTS-OF-WAY REQUIRES REVIEW AND 17. ALL WALLS ABOVE 3.0 FEET IN HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. =- -_ `! 14 /Go is 18 16 -~`'�'Tonrto� `' J I I I . 3 APPROVAL BY THOSE AGENCIES AND IS SUBJECT TO THEIR STANDARDS AND 18. ALL WORKS WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEPARATE PERMIT AND INSPECTION -=---;;` �Rtta POLICIES. ISSUED BY ENGINEERING DIVISION. t �'��•;�� 15 19 2 23 3 ION C EROSONTROL NOTES. ,Q 4 5 'c' ;.'�.. ��'j' 20 G 7 24 1. IN CASE OF EMERGENCY, CALL MIKE WHITE AT (714) 668-430022 TR. 13564-1 4 25 29 2. "THE UNDERSIGN CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY i 35 �� 21 30 -� THAT WORK IS I ORDANCE WITH THE APPROVED PLANS." ,! 1 35 4'228 35 I r 26 „--�- S ® 2 I SIGN ' % / C. MOS R. .L 2 96 EXP. 9 30 0l DATE 27 3 l� 34 3. A STAND-BY CREW FOR EM GENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE SeC. RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT ? , F - 9 4 +r ? � D. R/W 32 33 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COUNTY SOUTHERN CALIFORNIA EDISON rjuer INSPECTOR. ' 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY EXCEEDS 49%. , 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL L BE REMOVED FROM CHECK BERMS AND / DESILTING BASINS AND THE BASINS PUMPED DRY. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE , CONCLUSION OF EACH WORKING DAY. ---- °� � `�' 8. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE INDEX MAP EXCEEDS TWO FEET. 9. A SEPARATE DUST ABATEMENT PERMIT IS REQUIRED FROM SAN BERNADINO COUNTY. SCALE 1" =200' 10 10. PROJECT AREA = 80.1 ACRES. SEE CONSTRUCTION NOTES & QUANTITIESPRIVATE ENGINEER'S NOTICE TO CONTRACTOR ON SHEET 2• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES UTLITY CONTACTS SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. THESE PLANS. THE CONTRACTOR IS REQUIRED TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LININ ES OR STRUCTURES NOT SHOWN ON THESE PLANS. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED FOR BOB STAWNGS TO THESE PLANS SHALL PROVIDED A SAFE PLACE CONDUCT WORK THEIR AND HE PUBIONS LIC C ISOTHAT ALL PROTECTED.EMPLOYEES CONTRACTORS CITY FOR BASE UNE ROAD CONSTRUCTION AND SUBCONTRACTORS SHALL COMPLY WITH HE "OCCUPATIONAL SAFETY AND HEALTH DESCRIPTION OF REVISION DATE APPROVED: REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION GENERAL TELEPHONE ,-800-483-3000 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S CITY OF RANCHO CUCAMONGA SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. WET SEAL AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH Q�tOF ESS/pN REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION COMMUNITY TRAIL PLAN ONTARIO, CA 91762 9 �O E,� C l CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 <v� �O �2 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FOR "- � ?� c' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 9641 SAN BERNARDINO ROAD 20596 r" rZ., THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RANCHO CUCAMONGA, CA 91730 m REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING d Exp. 9-30-01 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER TRACT NO 13564- 1 , 13564- 2, * AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN METROPOLITAN WATER DISTRICT (909) 593-7474 CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 13564- 3 13564- 4 & 13564 700 N. MORENO AVENUE "9TH � NEGLIGENCE OF THE OWNER OR ENGINEER. LA VERNE, CA 91750 CALL ! f SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 655-4555 7951 REDWOOD AVENUE BENCH MARK SOILS ENGINEER: DEVELOPER (OWNER) APPROVED BY DATE: CITY ENGINEER - � l�l.G iJ RCE NO 2953 FONTANA, CA. 92366 z BENCHMARK NUMBER 10071 DESIGN r v c o Ar i a t r r N• RECOMMENDED MARKS cABLEVISION (909) 987-6275 BASIS OF BEARING ELEVATION : 1446.270 PETRA GEOTECHNICAL ,s ,,,,, „� 10808 FOOTHILL BLVD. #120 (909) 880-0222 SET 2" BRASS DISK IN CONC. WALL STAMPED 3185-A AIRWAY AVENUE 8TAf�ARD PAC�IC, CORP. R.C. mys__ =ft- -MSO. °"' -�� fid RANCHO CUCAMONGA, CA 91730 THE BASIS OF BEARINGS IS THE SOUTH LINE OF SECTION 22 T N., DRAWNa��4 SHEET "CITY OF RANCHO CUCAMONGA BM 10071 COSTA MESA, CA. 92626 R. 6 W., SAN BERNARDINO MERIDIAN, SHOWN AS N89.41'47" E 1987" ON NORTHERLY SIDE OF HIGHLAND TEL 7114) 549_8921 /SSf!01St 11°w'a'Nsd/cash °1A cagAm a 9mzs vm" C UNDERGROUND SERVICE ALERT (800) 227-2600 ON A MAP RECORDED IN BOOK 73, PAGES 39 THROUGH 40 OF AVENUE 100 FT. EAST OF HANLEY AVENUE D L 1 OF G RECORDS OF SURVEYS, RECORDS OF SAN BERNARDINO COUNTY & FL. NORTH OF GUARD RAILING. CHECKED20596 DRAWING NO. NO TEL. NO. (714) 668-4300 FAX (714) 641-5571 S.M. DATE IL.E NO PXodECT ENT,-3P/ ,OF 32550/TRAIL01 03-13-98 CONSTRUCTION NOTES & QUANTITIES I f GALV. STEEL PIPE CAP DESCRIPTION QUANTITY UNIT FENCE POSTI I -� I r l Q1 CONSTRUCT STEEL BOLLARD PER DETAIL HEREON 10 EA. VARIES PER PLAN f f ®"6 6"x6I 1 8 MI I Q2 CONSTRUCT PVC FENCE PER CITY STD. 1010-A 1,243 L.F. 6"x6" O OMOWSTRIP I 3" DIAM. GALV. STEEL PIPE Q3 CONSTRUCT DECOMPOSED GRANITE TRAIL PER DETAIL HEREON 34,500 S.F. • I I GALV. STEEL WELDED TO I I ® CONSTRUCT CONC. DITCH PER DETAIL HEREON 1,645 L.F. 3/16" THICK GALV. STEEL PLATE. WELD PLATE TO PIPE. Q5 CONSTRUCT 8' HIGH CHAIN LINK FENCE PER S.B.C.F.C.D. SPEC. DWG. III, SEE DETAIL SHT. 5 600 L.F. 6" GALV. STL. HINGED I I COMPACTED SUBGRADE TO 90% I f HASF 3/6" THICH W/ I I © CONSTRUCT D1-8 AC BERM PER CITY STD. 104 1,332 L.F. REFER TO ROUGH GRADING PLANS I ANCHOR BOLT SET IN DECOMPOSED GRANITE SHALL BE TR. 13564 -1, -2, -3, -4 & 13564 CONC. f I O CONSTRUCT BROOKS PRODUCTS BOX N0. 2424 PER DETAIL HEREON 2 EA COMPACTED TO 909. BY MDS CONSULTING GALV. STEEL PIPE SLEEVE TO 8" I S' SIZE TO RECEIVE S PIPE. ® CONSTRUCT 6»x6» MOWSTRIP PER CITY STD. PL 534 4,900 L.F. KNOX PADLOCK TYP. I I TYP. ® RELOCATE EXIST. CHAIN LINK FENCE FROM STA. 52+44t TO STA. 59+60t 720 LF DECOMPOSED GRANITE TRAIL f I 10 CONSTRUCT CONC. DRIVEWAY FOR MAINTENANCE ACCESS PER CITY STD. 101. "W' PER PLAN 2 I I 3 . �I 44" WITH MEDIUM TRANSVERSE FINISH. N.T.S. 11 CONSTRUCT F.C.D. DOUBLE DRIVE GATE PER DETAIL ON SHT. 5. "W' PER PLAN 2 EA. IICONSTRUCT CURBSIDE DRAIN OUTLET–MEDIUM CAPACITY PER CITY STD. 107–B 1 EA. CONSTRUCT 12" PVC SCH. 40 DRAIN PIPE 74 LF 2' EXIST. INTENANCE :r »oAD NOTE CRUSHED ROCK 36` MAX. DIAMETER 14 CONSTRUCT 3" A.C. OVER 4 A.B. (ON CITY ACCESS RD. ONLY – E do W OF COLONBERO RD.) 24,600 S.F. GRIND ALL WELDS SMOOTH (1) ONE COAT 4"U3/16" THICK GALV. STEEL BASE 3 D.G. TRAIL PRIMER & (2) TWO COATS PAINT. COLOR 111/r PLATE W/1" DIAM. HOLE IN CENTER 1^ ( BY CITY REPRESENTATIVE- SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL. FORWIlD OR FFILLET. DIAM. DRAINAGE WELD CONT. TO PIPE (SEE PLAN FOR BOLLARD LOCATIONS.) NOTE: PROVIDEDQUANTITIES SHOWN HEREON ARE FOR CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING DIONLY.NG PURPOSES ALL QUANTITIEPRIORR 6"x6"x,D W.W.M. STEEL BOLLARD TO BIDDING AND CONSTRUCTION. N.T.S. 4 TY�(GSU EC. DRAINAGE SWALE TRACT BOUNDARY EXIST. SBCFCD R/W NITEOR CONCRETE) N.T.S. TRACT BOUNDARY EXIST. SBCFCD R/W EAST NEWLHAIN LOCATION FNCE WEST 2' PROPOSED 12' 26' EXIST. MAINTENANCE ROD PERIMETER WALL 2PROPOSED 12' 26' EXIST. MAINTENANCE ROAD COMMUNITY TRAIL COMMUNITY TRAIL x 6"J�� '" 9 2 8' I Ix EXIST. CHAIN LINK I (x 7't FENCE STAIN LINK FENCE STD. • D. . .! 2'-0" x x 2 -0" x � 4 I 3 4 I I 14 EXIST. ROCK RIP-RAP 4 x 14 2% MIN. 2% MIN. I x 2 MIN- 29 MIN. 11 I EXIST. ROCK RIP-RAP —a. 3 NZEXIST. SAN SEVAINE WASH EXIST. SAN SEVAINE WASH G TYP. SEC. NORTH OF REGINA DR. 2 STA. 52+44 TO STA. 59+60 TYP. SEC. NORTH OF REGINA DR. N.T.S. SEE PLAN ON SHEET 3 FOR LOCATION OF GUNITE DRAIN ON WEST SIDE ONLY STA. 59+60 TO STA. 68+27.12 (STA. 54+37 t TO STA. 57+00 t) N.T.S. BROOKS PRODUCT NO. 2424 LOT LINE CAST IRON PARKWAY GRATE 58' OR APPROVED EQUAL 26 SCE R/W 2 ¢� 8.5' 12' 26' PROPOSED INTERCEPTOR DRAIN LINES COMMUNITY MAINTENANCE RD. SEE SHT. 26 OF STREET 2 TRAIL f_ 6" IMPROVEMENT PLANS n 3 81 4 4 I pQy`GJ GALVANIZED FRAME 6 8 x TOP OR EXT HT. LBS. AVAILABLE ti 3 14 SECTION 27. MIN. 2%-,-- 2424 T6 6 303 NO K.O. �P�� ------ 22424 T12 2 606 NO K.O. 2 1/4" 1 1 2424 T18 18 909 NO K.O. 24" 2 2424 T24 24 1 1030 W/2 14 x 14 K0. _ BROOKS PRODUCT N0. 2424 6' P.C.C. WITH EXIST. GROUND �� ' 6"x6" - 6/6 W.W.F. LOWER HT. LBS. AVAILABLE OR APPROVED EQUAL i 2424 L12 12 606 W/2 5 x 14 K0. 2424 L18 18 909 W/2 8 x14 K0. * 2424 L24 24 606 W 2 14 x 14 K0. 2424 L30 30 2030 W/2 14 x 14 K0. F TYP. SEC. SOUTH OF S.C.E. 2424 L36 36 2300 W/2 14 x 14 K0. VARIES STA. 69+00 TO STA. 74+05f N.T.S. BOTTOM HT. LBS. AVAILABLE Er � * 2424 B30 30 3620 W/2 14 x 14 K0. 2424 636 36 3000 W/2 14 x 14 K0. TRACT BOUNDARY I 36" DESCRIPTION OF REVISION DATE CITY R/W ;L SAN SEVAIN RD. EXIST. S.B.C.F.C.D. R/W 36" APPROVED: W'LY R/W 6I, 12' I EXIST. 20' CITY OF RANCHO CUCAMONGA LANDSCAPE ESM'T VARIES 32' 28' EQUESTRIAN 1,t SERVICE ROAD TRAIL —sl--- LOT P$Af COMMUNITY TRAIL PLAN 12' MIN 14' 18' 18' 10' 2 EXIST. LINK6FENCECHAIN 41+00± (SEEPAVING PLAN)END AT BROOKS PRODUCT FOR — — �3Z .5' S' 9' (2 RAIPVC L) 29� 6 27� SAN SEVAINE WASH 1 M 24 x24 CATCH BASIN TRACT NO. 13564-1, 13564-2 I 3 MAX IQ�\�– EXIST. ROCK 1 7% 0'17'1 79' - ACST. 8" C>OO` RIP–RAP Z 13564-3, 13564-4 X13564 I 8 `° o°`� APPROVED BY i 12' 2' MIN DECOMPOSED 3 \apo p � ' DATE: 3:1 MAX GRANITE �\ pa �\ CITY ENGINEER �i,� �Lll� ,c 7�e RCE NO 249.53 2' 1 LANDSCAPE a oFESS, DESIGN RECOMMENDED � o � EXISTING WET SEAL ESM'T o° — GROUND Q� �Nq CITY OF RANCHO CUCAMONGA rO O CONSUL T/N Y BENCH `�Q p� O p C' yo�c�y BENCHMARK NUMBER 10071 R.C. p SECTION ` a° ; �� .., a�,„ a N �,, ELEVATION : 1446.270 DRAWN b,. 14 ` � SHEET �O I CD No. 20596 m SET 2" BRASS DISK IN CONC. WALL STAMPED 2 SOUTH OF REGINA DRIVE * Exp. 9-30-01 * "CITY OF RANCHO CUCAMONGA BM 10071 D.L. of 5 STA. 37+79.55 TO STA. 52+43.58 1987" ON NORTHERLY SIDE OF HIGHLAND CHECKED20596 DRAWING NO. TF OF CALF` AVENUE 100 FT. EAST OF HANLEY AVENUE NO & FL. NORTH OF GUARD RAILING. S.M. DATE FILE NO 1633 T PROJECT 5NT. 37 0 F 32550/TRAIL02 3-13-98 TRACT -1356 SCALE 1"=40' I 33 1 z t , , , 3 4 ,, 1 �Y_, I I E— I - ; , III o I w I 111 , ,�. ,+ " —� 3 cJ I ISI o I 7 I I I I F— I > I I • '� 162fi.2 I i v t; t I I zI - �I I r . • I I 1628.4 I I - a � �� '• o 1647.4 -� c)' I I / I `s �. / I / 1 / I I I I Q I I I _.. b ro I 19 - :..__.....:.._..--..... -----� _ - _ _ � _ _ ---- tom- __ �-__---_/� � --- - _ _ W I G w � 38 t I b� - - \ ►t'f _ Q b�ti6 613.07 TC �G I b,t� Ib��S — - • 16' 60' 100' \' - 95' p� �G �O ---� ----- .. _i-___ �3C� s�� ( G` ` --------- (612.4°)FL I y�9 `\G O�-' '.� frdh' ?�" k------- 167'-- 1 6, �G b1b,6 I big 39 �83X 6�96� I kc, 9�1 �, - WC" l I \ -- / ---------- 11 -- - ------- -... --- ---- I =42 -- - r 'c' 3.96X � �Gw�� ' 0,6 - ��- 8 2 Ib1b61 _ ! p1 ,43 r B 44 45 SAN C=.�cWn ------� =47 �G_ \�__SEVAI�VE -- - -- ' A - -- ---= =--- - - --- -_ - - - - - - - � �`�, •T G .- -,'- <- ' f' .�� .�� ter- �►`;�;.=_ --- - - -- --..�'- - ! 'rB � Fes: - - -- _._ ��' ��9? J - �J� b�b� - ------ --- a =-=--------------- - • 3 • � ---------------- ---------- _ o �,°' � 1.063'- - cd o, 11 v v EXIST F B �„ a� s? ti1111' - n� ^x MAI AC PAVEp '�+ 'd' b`� • ;'; fid, 3 EXIST. MAINTENANCE ROAD B g �' EXIST. FCD i' 30'05 0�' E ^x NAMCE �4D h '3' F`' I ;- �`' W 38.86 ,,� -' b�� I % �' CHAIN LINK FENCE - &XLARIDSfl. 1 \ ��so tibe a o � ��L_ - - __ _-- - i( !(� - p, ---------------- 1134' - ---------------- `'b UONLLY SPt�O) 1 '�+ 5 IG • r� ENO AQ PA ,1,` e -10, ; — —__ —___ COM UNITY TRAIL_`-- L 7� + + VING ON J c� -_.- r'` �j ^ _ 1 "P 4 Z • c!� `, ' F.C.D. RMD In _.>..._ -----: —_��_ f (USE S �3ASf 1.4N€-FOR CONSTRUCTION) * �`` ! 645 C 1 PIPE • 0.41 1 PIPE 2.4 i 6 G7 ►`� b ` N -; — _ D F -fi -_ - _._ - - Z Z V, w ; 680,2 1 • 2.82x M G o 0, Fv �, FG N 341'01' E 54. .. 4 v, g n `�.' a c i co ,�' N '° V) SAN SEVAf 6�� ; •� N NE WASH Vol + Lp 33p p SON FASEME �• � Sp• CPJJFORNIA DETAIL- DRAINAGE STRUCTURE SCALE: 1'= 20' 15 _ i ------ -= 2 7 SCALE 30 x�� °' •', `.k 1665.3 •\�, i \�'� 1665.6 � � ' i �\ i I , I � �. V �`� LLJ 1 w I l' I I > > ( k r' �(" r r�'r� - -----\ _ 141---- / w 190' � 186' I c� �' r 174' _ _ --__--/�fi------ ----�cy- I \ S /' 138' O ._ ..-—. -��---. - -- I ��`, Ll +� \ 1 9 / o I - \ \ , �4 LLJ , z r L 1700.7 , 18 7 O �� 16 OD $ t I I _ -_ . I w 1692.6 I 1 1698.2 i i ` .� F_ 2 8 O �� '> 2 9 , - 1683.7 �� Q 00 z 1663.02 11 — 1b$.5 I 1 y, 1 _.-- 9� SEE DETAIL DRAINAGE � cQn I I > � _� I I \� m` �/ T� �s k'�1 STUCTURE ® LEFT I I °hers 0 ' - A - - 1 I 4 s99>>` , 1 '� -_ltt----------..... lil__ L.__ �1 � �'- � o LU / 3 z _ .� �, �v 2 167' gal Mgyp, _ °S° I I ROAD , I `Vol � `! �'? ,\\ �, _ �, �j� r • 53 W SAN I SEVA�NE I 3.%X I`,. rG' 4.15X -i._ �� 1 �' �c, 152 rC r-x w = 47 �' f i 48 49 �— 50 - 51 I _ _.___-- ► ._____ _ 49 __--- --- -.. _.. 4& 51 _ . - -- - J C � 4'r ;- 2:"�" � �r� A `�°� Cs�. °moo � rdj�s f�_,,, �>0 ,�,- �1�y"��6 `' _ __ �•? _ - 13 � � i 3 ��s EXIST. Q.C.D. EXIST. ACCESS ROAD .3, $ 6 �. � .� �� ,�C ,� �. CHAIN LINK FENCESTEEL- - _ 1134' - € _ ._ EQUN.LY � 2. ---- --' -__ ---- __ _ _.:_------ - ni CITY GOMlrlt}NITY TRAiC _- � . � �wwsrrla+ �� D S C R I I O N V I I DATE APPROVED: (USE ASS BASE LINE FOR CONTRUCTION) --` `�l —i4•J ON c-) FALL- � ®k® CITY OF RANCHO CUCAMONGA SAN S E V A IN E 3 WASH to ca TRANSITION WIDTH Of ACCESS ROAD COMMUNITY TRAIL PLAN w W 20' TO 26' WIDE C6 Q�oFESS/pH WET SEAL FOR CONSTRUCTION NOTES : ,��`� �� , TRACT NO. 13564- 11 13564- 21 Ql CONSTRUCT STEEL BOLLARD PER DETAIL ON SHEET NO. 2 Q9 RELOCATE EXIST. CHAIN LINK FENCE FROM STA. 52+441 TO STA. 59+60f E No.g205 60r^ 13564- 31 13564- 4 & 13564 Q2 CONSTRUCT PVC FENCE PER CITY STD. 1010-A 11 CONSTRUCT 26' SERVICE VEHICLE ACCESS GATE PER DETAIL SHT. 5 CIVIL\F \* APPROVED BY , ; DATE Q CONSTRUCT DECOMPOSED GRANITE TRAIL PER DETAIL SHT. 2 1© CONSTRUCT CURBSIDE DRAIN OUTLET-MEDIUM CAPACITY PER CITY STD. 107-B. OF- CAL CITY ENGINEER RCE NO 24953 ® CONSTRUCT CONC. DITCH PER DETAIL SHT.2 13 CONSTRUCT 12' PVC SCH. 40 DRAIN PIPE CURVE TABLE CITY OF RANCHO CUCAMONGA DESIGN r i CONSUL rime RECOMMENDED © CONSTRUCT D1-8 AC BERM PER CITY STD. 104 ## p R L T BENCHMARK NUMBER 10071 R.C. I s .�.. 3'(� 9S ELEVATION . 1446.270 Q7 CONSTRUCT BROOKS PRODUCTS BOX NO. 2424, PER DETAIL ON SHT. 2. A 4°48 '4 0' 1262 , 00 ' 105 . 97 ' 53 , 02 ' DRAWN wN... .rte.4 SHEET ® CONSTRUCT Cx6" MOWSTRIP B 1 1 ' 15 '28' 1238 , 00 ' 243 , 25 ' 122 . 02 ' SET 2" BRASS DISK IN CONC. WALL STAMPED C 13'47 '42' 987 , 00 ' 237 , 64 ' 1 19 . 40 ' "CITY OF RANCHO CUCAMONGA BM 10071 D.L. 3 OF 5 10 CONSTRUCT CONC. DRIVEWAY FOR MAINTENANCE ACCESS PER CITY STD. 101 W=26' 1987' ON NORTHERLY SIDE OF HIGHLAND CHECKED 20596 DRAWING NO. 0 AVENUE 100 FT. EAST OF HANLEY AVENUE - 0 WITH MEDIUM TRANSVERSE FINISH. & FL. NORTH OF GUARD RAILING. S.C.M. DA E NO 163` 32550/TRAIL03 03-13-98 PROJECT 511T. 3S 0F U C ALIr0RIMA ED1S01\t-- 10 SEE INTERCEPTOP DRAIN PLANS SHT. 26 OF STREET IMPROVEMENT P L&-I c 1 72 0LANS. --l" lee" REMOVE EXIST. F.C. CHAIN LINK FENCE ACCROSS ACCE RW. x x x x ✓ x x x X - z X x x x X —rl]\IG NAORSL CAj\1Y0jNc-0V -r---.RFL0\J\J Cl—JANINEL ANDIJr----. J — x — — - ,z 4'. — 57o� x.—?=5 01b jk\- 3�2- x 15 7 740M RW - 171, I 14 �� ' ACCESS ROAD 7311►, 71' BW ,w 2� 68 737.85 14 W 72 70 ;�� -A 1p - 113 J— I ----- L-u �< 53 2z -.BW. '55'2fr E 701 1.34.72 4 'p /737.61 731 -E E 72L-/Er\T -e z, N 89 67 Tc I t"E W TRl\AI -ml - -j -/-- ---------- f�- ' + 3 Fo COMMUNITY -TRAL" 3'� + 36.7 �04 At C /t :I r INV AE AS BASE LINE u -- ----- U$ FOR CONSTRUCTION) I,- i 1 RDVVEAME SM BOLLARDS 9 + tinGI 726' 7- _Q 2 EA. EQUAM SPACED. T R., -1-3-564 ot� --I -- 64 - -.4c ----------------- -- TRMSM% flo&W, C14 -7, !!7 29.97 So Tc 75, 1720.4 34 7 5 1 9 co 1 8 u- 1715.6 2 �A A 28 713 , A a 261!J-- my ;' - Ii U j ------ ------ --F A 27 LLJ 1 11-- LLJ co 26 z UJI 1710.1 uj Z--/ 1381 < 153' LLJ - - ---- ------ CL > ------ > 21 1 0 / , 17 0 A. 7 A r _ IA 20 CERVETTI AVE. CONSTRUCTION NOTES CONSTRUCT STEEL BOLLARDS PER DETAIL ON SHT. 2. -A CONSTRUCT PVC FENCE PER CITY SM. 1010 1-u CONSTRUCT DECOMPOSED GRANITE TRAIL PER DETAIL SHT. 2 r` ' ` _ p SCALE 1"=40' CONSTRUCT CONC. DITCH PER DETAIL SHT.2 CONSTRUCT 8- HIGH CHAIN LINK FENCE PER S.B.C.F.C.D. SPEC. DWG. III, SEE DETAIL SHT. 5 cz 0 + 66 ------ 726 CONSTRUCT gwx6r MOWSTRIP PER CITY sm. PL 534 65 RELOCATE EXIST. CHAIN LINK FENCE FROM STA. 52+44± TO STA. 59+60± 726' Lu 733-27 FL 4 34--�FG64 @ CONSTRUCT CONC. DRIVEWAY FOR MAINTENACE ACCESS PER CITY STD. 101 W=)t 'q.5' (/) 0 .1 --------------- Of !-30 WITH MEDIUM TRANSVERSE FINISH. lofjv-,71 FL (zo)x 1 72*8 60 @ CONSTRUCT DOUBLE DRIVE GATE PER DETAIL ON SK. 5. W PER PLAN 728.77 FL C4 3 209 4.60 t.(; 62 724,2 FL ExtsT. ACCESS ROAD I F F1 t COMMUNITY TRAIL 75' 7 48 FO (USE AS BASE LINE tw 28 3.3 R 4 708.8 + 27 26 1710.1 ——————— rl 20 9 A 21 EXIST. ACCESSAW, -Do-y TR, -13 , CITY DESCRIPTION OF REVISION 'E DAT APPROVED: `� , � � .146' CITY OF RANCHO CUCAMONGA COMMUNITY TRAIL PLAN 3 2 703.3 WET SEAL FOR I. ESS/ 133' 1 9 EXIST. F.t.D.CfWN li Ci 700.7 . ---- UW FEKE A, 0) TRACT NO. 13564-1 13564—2 50 4' v No. 20596 Exp. 9-30-Ol/ 13564—31 13564—4 & 13564 CERVETTI A A AVE. APPROVED BY DATE:15/cp OF CA0 CITY ENGINEER RCE NO 24953 �� —'/ I c9?'lN ^ �yZ9 DESIGN RECOMMENDED CITY OF RANCHO CUCAMONGA Aw p 4y q o ii s v L r i N q CURVE TABLE R.C. w-sir-- - .0 MATCH L BENCHMARK NUMBER 10071 IMP ft"A�9.ft (m)W-mv bz j` /f-�& A R L T MANDALA STA. 57+22-85 B ELEVATION : 1446.270 DRAWN Nos SHEET 7#22 127s 395 . 00 ' 50 , 84 25 . 45 ' SET I" BRASS DISK IN CONC. WALL STAMPED AVE. SEE,, SHEET 3,: "CITY OF RANCHO CUCAMONGA BM 10071 D.L. 4 5 81 18 '22' 231 • 00 ' 327 . 80 ' 198 . 36 ' 1 1987" ON NORTHERLY SIDE OF HIGHLAND —OF AVENUE 100 Fr. EAST OF HANLEY AVENUE CHECKED 0 20596 DRAWING NO. & FL. NORTH OF GUARD RAILING. S.C.M. D TE ILE NO — 1633- PR 0-1 E c*r 5 vrr. 0 Ft 32550/TRAIL04 03-13-98 0 U_-7x l/lp�<rl 10'- 0" spacing 10'- 0" Spacing 10'- 0" spacing PIPE MATERIAL LIST 10 - 0 Spacing . Typical Roil and Truss Panel Typical Roil and Truss Panel Typical Rail and Truss Panel Typical Rail and Truss Panel Nominal Outside Inside Weignt End or' Corner Post in t _ In P t Intermediate Post Diameter Diameter Diameter per Foot 2 I/ �' nom. dio. x I1' - 0" std. 2" nom. dio. x 10' -6" std. In P t = a s d " nom. dio. x 10' -6'std. Tension r 2 (!' nom. dio. x 11' -0" std. n t 2 { N ,, N a, 2V. I (Inches) (Inches) (inches) Lbs goly. pipe with gory cop poly. pipe with goly. cap I gals. pipe with gals cop 3/is x 3/4min. goly pipe with goly. cap — :;• •- lig wire ties N ::ti; 7 qo. spring steel .•% •. •. . I I qa wire ties N I '/4 nom. dna std. of 12 o.c. ;� tension wire with Il go. ..%�`.:' - at 12 o C -- '-'•'•'•' go1v. pipe roll - I •• wire ties of 24"o.c. •.�.;ti l' 1 '/4 1.660 1.380 2.27 ••• •1' • . . . . •'• �•.:• f 1 . . I /4 nom. dio. std. � 2 go x I min . ' ••� of 16" max o c \ 3/ dio. Tension Rod `•: - -- galv. pipe rail :� 88 with ad ustoble tI htener 11/2 1.900 1.610 2.72 n II a. wore ties :� Ilgo. wars Iles r' and fittings (See note 7 ) T n o r 9 I 3/16" 3 n (total 8 each - m co •.•'•' •. (total 8 each ti� 2 2 375 2067 365. x /� ml m ' . ' Dost - equal) spaced) ►•' •ti�'• post-equolly spaced) +� ' 12 go. x I min �:• 21/ 2 875 2.469 5 79 ' ►;••' ;� •� �• 7 qa spring steel tension at 16 max o c. _ ,� �• 2 Mesh 96 t: ' •�'• 2 Meah 96 �•' wire with Ilgo were Iles .j�. 9 r�•' chain Ink fabric - �•�'' • '�''� � �' a 3 3.500 3 068 7 •; ti•:• chain link fabric ---.:•,, at 24 o.C. 58 ., -,asy - ; ,� , 011 ' • = cv d Wig. I •, • I • 3 �/ 4.000 3 54 8 9. 11 I • �✓e dia Tension Rod '.1 I.' 1/2 Crown ..� I• N ; �. •I I� Intermediate Post to be I '/ Crown - • •1 2 •. •� ; " - with adjustable tightener ' �I I with smooth I'� ♦' p - 2 -- ' ' �.• .'I I', Installed at not more than I ' . 01 with smooth _ o I 4 4 500 4 026 10.79 i I • , I ' I and fittings (See note 7) ••, �• trowel fonisn • ,I , I 11000 Intervals I ;n� trowel finish I' • . .I • .1 in t , •� (typical) '•I .'I I = (typical) Note ,•,�. : , .0 L � _ - -.�. ,� �� , . •, �•. , Q {. . .•I 6 6 625 1 6 065 1897 ;.J For corners, Typical Roll 12"dio or of O . , 12" dio or -{} t6 dna or •� ., ; • _ and Truss Panel to join # -- j 8 8 625 � 7981 2855 Post In both directions I6'' doa or TYPICALN 10'- 0" spacing Clear Opening Varies 12' - 0" to 26'- 0" 10'- O" Spacing Typical Roll and Truss Panel , Typical all and Truss Panel " ane Post Gott Post � I '/= nom. dio. I %, nom. dio. � ^ In Post 3 '/2 nom: dio. x I I'- 0" std. Tension Bar std. golv. pipe std. goly. pipe Gat P t 2" nom. dIo x 10'-6"std. - a GENERA NOTES, I alv. pipe with olv. ca 3i x M.rn for oto from@ stiffener _ olv I e with alv co _ q D D 9 P 16 q 9 D D g P _ �--� , . '.'. ••• •. i /4 nom ala. std. cu �• •.•. . .� %.' : II go. wire ties ' '. .� '• -,•.'.•'•`` � of •12" o.c '•' ' •'•• • 'r• Qoly pipe rail •. .: :•:;• :� •.;: .� :;:• Y I. All Chain Link fence materials, fittings and installation shall conform to � f• .�, • � �• Transportation Standar . . .• �� :�;•'' �:; ,: •:?:,• :� Cut - Out for . `' ;� x � " the latest edition of the Department of p d • ,•; :; 3/ dio Tension Rod .� 12 go x I" min im' ` Chain a Lock •'.�•' :,'. . :! Specifications Section 80 Fences and this Sp g. r ;� 9 s ecial Drawing. of 16 max o c •••' (1 ) 6" x 6" ;r:' . . 'r with adjustable tightener ' I •' •' '•'� and fittings (See note 7) ti•' '•{ o •f ;:•••- ��•' •.• q V . -1 2. The fence fabric shall be placed on the outward facing side of the posts, :ti •' w ;:•' .; OD stretched tout, and securely fastened, unless otherwise shown on the plans. . OD 7 a spring steel tension. - •�;Y:Y -. •.ti• 3. Clearance between right-of-woy and fence fabric shall be 6 unless 9 P g ; . were with II go were •:ti• ��\ -2" Mesh 96" otherwise shown on the plans. •;:�:::: ' ties at 24" o c •" "f _ chain link fabric -- ' •' - — - _ 4. All gates shall open inward, except if otherwise noted in the special provisions. •,1 I•• 11 go. wire ties (total 8each '.I I •, Tie fabric to top, '�' - Plunger Rod Catch .' I I • , 1/2 Crown — '., �'. N �_ 5. All gate hinges shall be heavy duty malleable iron or steel, industrial ••, �. • post - equally spored ) ' . I I • , bot tom and stiffener _ `•�'�• ;1 I' - with smooth ,�� service type 270 degree swing, non-removable, of approved quality .•i I•• , •� j ° . of frome with �Ilgo in 12" dIa. or �• ;1 I ' - ;� trowel finish ,• � �', ih and design, and shall be fastened from the inside. • J• . Note , • I I • , wire tees at {2 o c 16 dio or -a . � I' • - (typical) ; ,'�•- — I I. Provide stops to hold gates open .: !=i• • ISI, • _ — •, o 6. Secure galvanized cop to post with %4" galvanized round hood rivet. as directed by the Engineer -- — 12 dIa or -a --� DOUBLE DRIVE GATE DETAIL 7 Adjustable tightener shall be turnbuckle or equivalent, having a 6" minimum takeup. 10'- 0" Spacing •4'- 0" 10'- 0" Spacing Typical Roll and Truss Panel Clear Opening Typical Rall and Truss Panel 8. Diameter sire of Line, intermediate, Corner, End and Gate Posts to be i1 1/1141 2 nom. dIo t Pot Line Post _ as shown on this Special Drawing. " 2' nom dio x 10'-6 Line Post iens�o3 *8ors std. golv. pipe 2 / nom. dao x I I -0 std - d 9. The Fence Fabric shall be 9 gage unless otherwise specified. 2 sid gory. pipe with /,E, x3/,* min _ for gate frome galy pope with goly cop go1v. cop _ • • r. •`' • •'%• I i4" nom d l a. std. N ;�G I I g o wire ties 10. All bolted hardware items shall also be tack welded in such a manner as to . , _ go+v pipe roil •:•�; '1 at 12" o c '•: prevent removal by unauthorized individuals. I IL Cut - Out for — �•' •� 11. All fence fabric shop have a 12" wide, horizontally painted stripe along the r: Chain 81 Lock •f 3/8 dia. Tension Rod :f• _ - center of the fabric. The paint shall be a reflective type orange or approved (t ) 6" x6" •' with adjustable tightener r :f o equal. After fence fabric has been painted, a sump point yD �. .f • , N of said int shall be and fittings (See note 7) _o given to the Son Bernardino County Flood Control District, Operations Fasten gate co m Division, olony with the manufoctulM��s taw 'no po L%"' imtDrt�. �:• catch to post .� . .,. . . . 12 go. x I" min.., . .. _� :•'•• • • . �� " t 1 " max ��-2 Mesh, 96 0 6 a o.c j . chain link fabric �'' . lNe MGM t T r> 4 DESCRIPTION Of REVISION DATE arr nos •...a lr�. r rnh ♦ r �-c ��` '. `� �, �'" �(~ CITY OF RANCHO CUCAMONGA I { q spring . ' Toe f obrrlc i i • ' I �/2 Crown 'I I• : N. T I ••I I; . X11 go. wore ties tension wire with - • ' I I. ~p • , to fop and ' .I I • • p with smooth 'I (total 8 each . II go. wore ties at I I , • •I I . •I 1, c :•► !:' past - equally 24"o c. • �, I • . bottom of , , • . trowel finish • ., �. M R� OF , COMMUNITY TRAIL PLAN •�, ., I I frome with t . I .I _ (t ypicol) r Ler C. AORPE _ spaced) 16" dna or 0 ' .� i• ' j 11 go wire ; . • Li - '• • , p DATE �� lu MO FOR • ties of 12"o c ' • • • 12 dia. or -D - . . . TRACT 13564 - I THRU 4 WALK GATE 'DETAIL 8 A�°�° �� OTE: CITY ENGINEER R.C.E. NO (TYPE CL- 8 = 96" FABRIC) DEsoeN RECOMMENDED DRAWN SHEET 5 a 5 CHECKED DRAWING N0. S.B.C.F. C. D SPEC. DWG. 3 /�I CO 3�✓-T Project Sheet No of NOW 0