Loading...
HomeMy WebLinkAbout1.1-7261 PH 1 Record DrawingA.C. PAVING TESTING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE-, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE,' OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS; IN SECTION 92-1.02, "GRADES." OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 367. LABORATORY TEST RESULTS UL ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE C84TERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT, 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,' OF THE STANDARD SPECIFICATIONS SHALL BE MET. S. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. STANDARQ NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -6 STANDARD PAVEMENT PATCHES ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE - 0.20' E0.20' TYPE "B' ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR GOSFORD ROAD (ARTERIAL): 0.45' TYPE "B" ASPHALT CONCRETE OVER 0.60 AGGREGATE BASE OVER 1.45' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PACHEICO ROAD EITHER LESS THAN 90% OR MORE THAN SIM THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL 1P0 NOTE: RODE -�- l 23 FAIRNEW ROAD 17 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT 2I TE PANAMA LAN 24 TSI 18 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC 20.STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY ISl BER SHIRE F- McCUTCHEN 29 28 ROAD 7 0 ¢ 0 26 ¢ 25 8. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 0 1W10 33 34MCKEE 35 36 AD D HOSK NG 31 CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. j T 21' GI2EBNFIELD HWaY.PUMPKIN )L- '., C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 4 11=0 STREET NAME SIGNS EA uOE 7 �[ 6 ''. 17. 5 o 0 8 4 9 CU3RN0OW 10 --i „ SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 22 =12V � 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DW�/1G. ST -13. V 1 CI N I TY MAP TO BE INSTALLED NO SCALE EXISTING LOT "B" 5. T INSTALL TRAFFIC CONTROL SIGNS LOT 'A" j LA. NO 14-0228 L.L.A. N0. 14-0228 T INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 _ - -F INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 II I AVINSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER L2TI�C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10._ INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. of UQ_m I - - - 2 - 4 - ST -23 AND SPECIAL PROVISION 7-86-10. U!� I e 1r_ �j'_ STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. \ J I $ �I ss ��3.'�v zz ' z. `s I 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL a I ' STREETS UNLESS OTHERWISE NOTED. J I g L AF- I _ _ I _ 1 _ L., _ ,. , L,.. 1 1 _ _. 1 1 -, L. U S. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER z6 I a 1 I T I I I 1 1 I ( l 1 I 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 2;w @ w 7 EACH SEWER LATERAL. I -\_ 14 9. INSTALL ADDITIONAL ti 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. I $ a 1 F---- 3 �r¢spwe-s�ercierc �_ SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A _ _ _ MINIMUM OF 6" THICK. C 6 oV II I �- �a 2, � 2° - 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW I I x 7 PAVEMENT GRADE. ;I ,� 1 L I _ 1 _.1.. 1 I„ I 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING 1 I 1 I -I '1 I I I 1 -1 1 T - 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. i .I +� ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE - + 12. WITH HAWKINS 213 SE SIGNS: SIGN PANELS SHALL F MOUNTED B POSTS j I - PLANS AND AS DIRECTED TI THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR �---1- SMOOTH. TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED 'NTH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 1 _ _ _I cwlm• mea=ltd ' 4 SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD - PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED I ® '^ I ® + +° EERIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT � � m I STREET � 118 + +s 11313 SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK I SUMP .-t=-�-- ..1_ 1_ I.. -,t _ 1 '_L Rj 7 _ 1 YI PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED I I I 1 1 I I I I 1 i "1 1 ,.I_ `_ i PRIOR TO ISSUANCE OF THE PERMIT. I I z ' ° s ° > ° ° 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR - 1 13 14 ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS --f-AI�at•- I CONSTRUCTION LATEST EDITION "GREER CAB . AGGREGATE BASE MATERIAL S FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS � I BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD I I I ® n I [2= z3 �m +�+e v s s SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, PLACED LATEST EDITION. } AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS I O CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE Fiff URE8 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% � I i PHASE 5 O 0 - SHEET NUMBER OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. KEY MAP 15 SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY SCALE: 1" = 200' REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED Y CITY ONSTRUCTIO SPE S A E G VE 24 EITHER LESS THAN 90% OR MORE THAN SIM THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL SHEET NOTE: PER CITY STANDARD DETAIL ST -22. BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE 2. 17 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. FOR ENTIRE SITE PER DOC # 217174003 J. 18 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC 20.STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY 16. RIGHT-OF-WAY, THEI CONSTRUCTION INSPECTION SHALL B GIVEN HOURS NOTICE. 661) 326-2049. DUST CONTROL (CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL LIST OF MATERIALS 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS 19. PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK . .... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM. DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 22, THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. m C1 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE 'L TRACT NO. 7261 PHASES 1 TO 4 c INDEX EITHER LESS THAN 90% OR MORE THAN SIM THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL SHEET COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S 1. BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE 2. OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE 3. CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. PROVISIONS OF SAID PLAN. J. LINDEN TREE AVENUE & 20.STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 993 OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS 7. WHITE FISH WAY, EAGLE PASS 1937 PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL 8. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 25780 11702 TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, 9. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY DRIVEWAYS (V THICK) SF CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. j BE SUBSTITUTED WITH PARAFFIN. 21' STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL '., C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 4 PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE STREET NAME SIGNS EA 10 4 4 CITY ENGINEER. ''. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT 1 - CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL - SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 22 CONDUITS PRIOR TO PAVING. 3 A. ABRASIVE GRINDING NTH EQUIPMENT UTILIZING DIAMOND BLADES, 18 SURVEY MONUMENT & ENCASEMENT EA 8 3 B. REMOVAL AND REPLACEMENT, OR 23 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN INTERCONNECT CONDUIT PULL -BOX EA C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. - THE TRACT IF ADJACENT PHASE IS NOT. CONSTRUCTED SIMULTANEOUSLY. REMOVE 4 THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S 957 - AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. - EXPENSE 24 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & - - 881 PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. - SPECIFICATION PTH-02ALKYD. SAW CUT LF ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE - - 960 LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEWER - REFER TO SEWER & STORM DRAIN PLANS LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF - EXISTING SURVEY MONUMENT ITEM OF WORK - SEE SCHEDULE SECTION 42-2.02, "CONSTRUCTION', OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE SEWER MANHOLE - REFIT SEWER & STORM GRAIN PLANS APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL FURNISH & INSTALL STREET SIGN PER CQB. STD. T-1. 10 TAPER DATA - SEE TABLE 0 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK . .... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM. DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. 22, THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. m C1 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE 'L TRACT NO. 7261 PHASES 1 TO 4 c INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. BANDELIER DRIVE 3. BRISTOL SPRING AVENUE 4. CANYON TRAIL AVENUE J. LINDEN TREE AVENUE & 4346 WIND CAVE WAY 6. GOSFORD ROAD & WYNNFIELD 993 LAKES LANE 7. WHITE FISH WAY, EAGLE PASS 1937 WAY, & MISTY WATER WAY 8. CREEK BEND DRIVE & JOSHUA 25780 11702 TREE WAY 9. GOSFORD ROAD - STRIPING PLAN NUMBER OF LOTS: PHASE 1 40 PHASE 2 30 PHASE 3 28 PHASE 4 28 TOTAL: 126 ITEMDESCRIPTION UNIT PHASE PHASE PHASE PHASE4 TOTAL AC. PAVING TNS 2744 682 560 777 4763 AGGREGATE BASE, CLASS 2 CY 2285 697 572 794 4346 ROADWAY EXISUBGRADE PREP Cy 4066 871 715 993 6645 T CURB&GUTTER LF 5178 2467 1937 2761 12343 SIDEWALK (4' THICK) SF 25780 11702 8786 12481 58750 DRIVEWAYS (V THICK) SF 4540 3150 2325 3045 13060 HANDICAP RAMPS(ADA71TLE 9 CALTRANS) EA 10 4 4 4 22 STREET NAME SIGNS EA 10 4 4 5 23 TRAFFIC CONTROL SIGNS EA 1 - - - 1 STREETUGHTS-CODSTANDARD EA 8 3 3 4 18 SURVEY MONUMENT & ENCASEMENT EA 8 3 3 4 18 INTERCONNECT CONDUIT PULL -BOX EA 4 - - - 4 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 957 - - - 957 STRIPING(DElAIL 22-DOUDLEYELLOW) LF 881 - - - 881 STRIRNG (DETAIL 38-CHANNELIZING LINE) LF 634 - - - 634 SAW CUT LF 960 - - - 960 AURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ABBREVIATIONS LOCAL STREET FRONTAGE 6375 LF FL FLOWJNE POVC PONT ON VERTICAL CURVE ARTERIAL STREET FRONTAGE 955 LF -o- FURNISH & INSTALL STREET LIGHT -58W WMEN PER COB. STD. ST -14. CL CENTERLINE BVC li�il$ BY: NICOLAS FIDLER PUBLIC BEGIN VERBAL CURVE -ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ELEV BCR ELEVATION BEGIN CURB RETURN EVC END VERTICAL CURVE PI 12-31-18 POINT OF INTERSECTION RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CR EBC END gJpyENRN PRC PONT OF REVERSE CURVATURE 'R1-1' - STOP PIVC BEGIN POINT OF INTERSECTION TC OC PONT OF COMPOUND CURVATURE 'R26(CA)' - NO PARKING ANYTIME OF VERBAL CURVE TOP O CURB 'R3-7" - RIGHT LANE MUST TURN RIGHT TOP OF PAVEMENT 'W31(CA)' - END FC FINISH CONCRETE 'W14-1" - DEAD END "W14-2' - NO OUTLET - - - - - - - - - - - SAW9AIT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS M3 M5 $i5 FURNISH & INSTALL SLICE BOX FOR INTERCONNECT 77 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. TR3=N0 3 1/2 SRE 1R5=N0 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION SEWER - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE 0 SEWER MANHOLE - REFIT SEWER & STORM GRAIN PLANS 10 TAPER DATA - SEE TABLE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS MONUMENT DESCRIPTION -SEE TABLE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O EASEMENT LEGEND - SEE TABLE PER COB. SID. ST -4. (UNLESSOTffRMSE NOTED) -- PHASE BOUNDARY SECTOR IEDER PROPOSED EDGE OF PAVEMENT - _ A - - SECTION DESIGNATION - - - - CENTERLINE SHEET MHE11E 2 ------- TRACT BOUNDARY SECTION IS SHOWN ( _ ' CENTERU EN STORM DRAIN 014-,27-40 w- 6' WING W/2 ...._ ._..._ / CENTERUNE STORM DRAIN LIP CURB AND GUTTER \ ! �FLOWUNE CURB SIDEWALK LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. X Xz R A. cINTOSH R.C.E. 33322 DATE EXP. 6-30-20 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. --A L, ,` li�il$ BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-21-20 CITY OF BAKERSFIELD REVIEWED BY: 7___ TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N 88'57'35" E SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP) [U.S.G.S. DATUM] PROJECT AREA: 32.68 ACRES relmo Know what's below. Call before you dig. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 84.00' 197.71' 202.08' 134'51'24° O 35.00' 13.70' 6.94' 2225'42" 3 35.00' 54.98' 35.00 90-W'00° 4 20.00' 31.42' 20.00 90U0'W" 5 42.00' 248.32' 2274' 3039734' - 7 LOT "A" L.L.A. No. 14-0228 ---T ---.�.._.. (TYP.) 0 �\ 10 I 11 I 12 I 13 I 14 I .15 16 M> a 1 ULL I 4 1 I w I I ti �zLLww <ScJ}p nZ�Ow4 MI Q hl Q MI?Oj�NN,O 90 I w` 0 3+ 6 3mm$+wU( NI > nl MIM I of !-R/W R/W ¢ R/W --- U N88593636 W 4'. i(1)� .5�(TYP.)I II GOSFORD ROAD NOTES: R1-1 -■- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: SEE SHEET 6 `R/W CONSTRUCT TYPE "B' CURB & GUTTER PER CO.B. STD ST -1. I _o POVC 013" olon 'R3 -7R' - RIGHT LANE MUST TURN RGHT '01(CA)" - END of I II 0 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I ■ II o 0 ¢ I ■ II � U I' II I ■ II U � I ■ II POINT OF REVERSE CURVATURE -trCATCH W BEGIN CURVE II �Q , II 04 -1 I ■ 39 1 vu _.-s- ERER SEWER - REFER TO S & STORM DRAIN PLANS OF VERTICAL CURVE �I a I MI I R/W RIGHT-OF-WAY 'll ZOf A.P. ANGLE POINT II oo Ld CURB AND GUTTER ' T.O.S. TOP OF SUMP gjg CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER II O W ■ N(.7 I I-II I II 1 I ■ - _ - - _ - - TRACT BOUNDARY I I 1 I' II -5800 LINEN PER U.B. STD. ST -14 -a- FURNISH & INSTALL STREET LIGHT -9500 WMEN PER C.O.B. STD. ST -14. 4. ALL CATCH BASINS TO BE TYPE °A" WITH 3.5' OPENINGS 10 EXISTING UTIUN POLE TO BE RELOCATED. - - - CENTERLINE ILII I 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) I■I 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER ca5 COORDINATE APPLICATION OF RELOCATION WITH CITY. ILII CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT I ll GOSFORD ROAD °M' SEE SHEET 6 - 7 LOT "A" L.L.A. No. 14-0228 ---T ---.�.._.. (TYP.) 0 �\ 10 I 11 I 12 I 13 I 14 I .15 16 M> a 1 ULL I 4 1 I w I I ti �zLLww <ScJ}p nZ�Ow4 MI Q hl Q MI?Oj�NN,O 90 I w` 0 3+ 6 3mm$+wU( NI > nl MIM I of !-R/W R/W ¢ R/W --- U N88593636 W 4'. i(1)� .5�(TYP.)I ILII $�I IIIA. CREEK BEND DRIVE SEE SHEET 8 T.I. 4.5 LOCAL STREET "R" VALUE 78 TYPICAL SECTION A SCALE: 1" = 10' (HORIZ) 2 38 37 LOT "B" IFIELD LAKES WAY L.L.A. NO. 14-0228 - SEE SHEET 6 T 5 I 17 1 I nLn 20' I 20' � 30' 0 ;TP O W 1I YV' 'nQnnF��zQN�e�-LL�NwI�w�II 1OW>LL�QN,(]l,IJ+Qwrnt+r).18 MM I 19 20UZ Om'O�F3�O�I1 YK0b2,0f-Oi 21 II 3+. 22 rnlII1 23 3LLM<I11 4i 24 J11 25 �`■■ pJqq (1W O21 L < ++ .- N w`nNs�m�Li o: flw� �1 ir`n rn+ 6 FQ.-� �- 6 In Q N N 2tiF F Q N Q �F ■ NN ' 1� 1 O ONN20 N �j yy h�N(A NF M R/^ F NN (n ON Q• / _ _�\ LL u -w uu - _ 15+00 N88'59' °W- 24561' -BS-16�+-00 - 12 17+00- g 0 19+00 °5 (TYP. 8S .39' 2 0+00 ) 8 0 Sr- i.. i 4 4 I 4 4 3 n 8 zw Ilg�R/11' _ 1 1 > o o I lV O ti p O F- N P K � > O 0n n Mm 'mc + �yyN�o+`I 00 +) oo++ol on "o o �� ,oma "'1 Q, al N �1 r,0 0 '� mom^ QG 4 N b O P N O+W + + M+rn }I p0 0■ 36 < M> x -34 w _. NI 33 I 32 _ <, `31 O `I -I r _I �o ■ i NI rn , .SwF w I N NI y�, _ 0LL3O 29 A 28 1 .27 I � �I ci ai wl o z I tiLL o00o M, y 1 rnl in NI 26 " I I I , 135 ss;gLLql m I go l ++ i TA 14+00.00 C.L. 20.00 RT = +`V ++ TSTA 14+00.00 FLI eawl cJ l`igmo I 1 i --I ,gam oo MO I ¢ 20' 20' U3 i 1 aa�w o0 ong mrn 30' 30' wrny I ■ Ny20 O PHASE 2, BANDELIER DRIVE WHSEE FISH WAY SEE SHEET 7 STA. 10+00.00 C.L. TO 20+94.39 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1 5 o `TEMP TURNAROUND 0 EASEMENT PER DOC. AZ17115298 3titi �___._ _ ... >w¢ao^M>w ' f 1I II I - TII -----�. - -- - I {I 3J6b4364 MN H362 > 362 &I 3600360 DIAPPROXIM G GROUN358 358 zAPPRO%1M EYISTWG GROUND �356 L-1.42 356 =11.4W 354354 .25 101% --D5 kL�352 t 352- -WNE 50� S-_Q44OPOSED RTH FIL ll 350 a 350 I ' it L I 348 -T I - 348 346 i _ i �- I I I- _ 346 10+7511+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 _'10+50 II 34 NOTES: R1-1 -■- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: ABBREVIATIONS `R/W CONSTRUCT TYPE "B' CURB & GUTTER PER CO.B. STD ST -1. "RI -1" - STOP "CA)" - NO PARKING ANYTIME _o POVC 013" olon 'R3 -7R' - RIGHT LANE MUST TURN RGHT '01(CA)" - END of I 0 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ETEV ELEVATION o 0 ¢ Tri of PI 0 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -trCATCH W BEGIN CURVE PCC 0 40 0 TC I NO 39 1 vu _.-s- ERER SEWER - REFER TO S & STORM DRAIN PLANS OF VERTICAL CURVE �I a I MI I R/W RIGHT-OF-WAY y PA PROPERTY UNE A.P. ANGLE POINT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. oo C/G CURB AND GUTTER T.O.S. TOP OF SUMP gjg CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER OO FURNISH & INSTALL SURVEY MONUMENT PER COB. STD. ST -13. �s + PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) I -+- 1 I ■ - _ - - _ - - TRACT BOUNDARY I I 1 w(iy -5800 LINEN PER U.B. STD. ST -14 -a- FURNISH & INSTALL STREET LIGHT -9500 WMEN PER C.O.B. STD. ST -14. 4. ALL CATCH BASINS TO BE TYPE °A" WITH 3.5' OPENINGS 10 EXISTING UTIUN POLE TO BE RELOCATED. - - - CENTERLINE I 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) ILII $�I IIIA. CREEK BEND DRIVE SEE SHEET 8 T.I. 4.5 LOCAL STREET "R" VALUE 78 TYPICAL SECTION A SCALE: 1" = 10' (HORIZ) 2 38 37 LOT "B" IFIELD LAKES WAY L.L.A. NO. 14-0228 - SEE SHEET 6 T 5 I 17 1 I nLn 20' I 20' � 30' 0 ;TP O W 1I YV' 'nQnnF��zQN�e�-LL�NwI�w�II 1OW>LL�QN,(]l,IJ+Qwrnt+r).18 MM I 19 20UZ Om'O�F3�O�I1 YK0b2,0f-Oi 21 II 3+. 22 rnlII1 23 3LLM<I11 4i 24 J11 25 �`■■ pJqq (1W O21 L < ++ .- N w`nNs�m�Li o: flw� �1 ir`n rn+ 6 FQ.-� �- 6 In Q N N 2tiF F Q N Q �F ■ NN ' 1� 1 O ONN20 N �j yy h�N(A NF M R/^ F NN (n ON Q• / _ _�\ LL u -w uu - _ 15+00 N88'59' °W- 24561' -BS-16�+-00 - 12 17+00- g 0 19+00 °5 (TYP. 8S .39' 2 0+00 ) 8 0 Sr- i.. i 4 4 I 4 4 3 n 8 zw Ilg�R/11' _ 1 1 > o o I lV O ti p O F- N P K � > O 0n n Mm 'mc + �yyN�o+`I 00 +) oo++ol on "o o �� ,oma "'1 Q, al N �1 r,0 0 '� mom^ QG 4 N b O P N O+W + + M+rn }I p0 0■ 36 < M> x -34 w _. NI 33 I 32 _ <, `31 O `I -I r _I �o ■ i NI rn , .SwF w I N NI y�, _ 0LL3O 29 A 28 1 .27 I � �I ci ai wl o z I tiLL o00o M, y 1 rnl in NI 26 " I I I , 135 ss;gLLql m I go l ++ i TA 14+00.00 C.L. 20.00 RT = +`V ++ TSTA 14+00.00 FLI eawl cJ l`igmo I 1 i --I ,gam oo MO I ¢ 20' 20' U3 i 1 aa�w o0 ong mrn 30' 30' wrny I ■ Ny20 O PHASE 2, BANDELIER DRIVE WHSEE FISH WAY SEE SHEET 7 STA. 10+00.00 C.L. TO 20+94.39 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1 5 o `TEMP TURNAROUND 0 EASEMENT PER DOC. AZ17115298 3titi �___._ _ ... >w¢ao^M>w ' f 1I II I - TII -----�. - -- - I {I 3J6b4364 MN H362 > 362 &I 3600360 DIAPPROXIM G GROUN358 358 zAPPRO%1M EYISTWG GROUND �356 L-1.42 356 =11.4W 354354 .25 101% --D5 kL�352 t 352- -WNE 50� S-_Q44OPOSED RTH FIL ll 350 a 350 I ' it L I 348 -T I - 348 346 i _ i �- I I I- _ 346 10+7511+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 _'10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND CONT.: LEGEND: CONSTRUCTION NOTES: R1-1 -■- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: ABBREVIATIONS 1 CONSTRUCT TYPE "B' CURB & GUTTER PER CO.B. STD ST -1. "RI -1" - STOP "CA)" - NO PARKING ANYTIME FL FLOWUNE POVC PONT ON VERTICAL CURVE 'R3 -7R' - RIGHT LANE MUST TURN RGHT '01(CA)" - END CL CENTERLINE BVC BEGIN VERTICAL CURVE -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ETEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -trCATCH W BEGIN CURVE PCC POINT OF COMPOUND CURVATURE BASIN -REFER TO SEWER &STORM GRAIN PLANS. EC END CURVE TC TOP OF CURB NO PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT _.-s- ERER SEWER - REFER TO S & STORM DRAIN PLANS OF VERTICAL CURVE GB GRADE BREAK ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE POINT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TOP OF SUMP ® CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER OO FURNISH & INSTALL SURVEY MONUMENT PER COB. STD. ST -13. �s OUSTING SURVEY MONUMENT PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT i0 BE 0.45' TYPE °A° A.C. -+- FURNISH & INSTALL STREET SIGN PER COB. STD. T-1. ■ - _ - - _ - - TRACT BOUNDARY FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. o- FURNISH & INSTALL STREET UGIT -5800 LINEN PER U.B. STD. ST -14 -a- FURNISH & INSTALL STREET LIGHT -9500 WMEN PER C.O.B. STD. ST -14. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LEGEND CONT.: LEGEND (CONT.) CONSTRUCTION NOTES: R1-1 -■- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B' CURB & GUTTER PER CO.B. STD ST -1. "RI -1" - STOP "CA)" - NO PARKING ANYTIME � ITEM DE WORK - SEE SCULL O 2 CONSTRUCT 4.5' (LOCAL STREETS) 'R3 -7R' - RIGHT LANE MUST TURN RGHT '01(CA)" - END COMBINATION SIDEWAIX PER C.O.B. STD ST -5. -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE V INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. --PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4'00 UTIUTY: W -WATER D -DRAIN R.S.P. ARBA 2002 RSP CASE °A'. -trCATCH IR -IRRIGATION S 5 CONSTRUCT 6' BLOC( WALL PER WALL CONSTRUCTION PLANS. BASIN -REFER TO SEWER &STORM GRAIN PLANS. SEGAS 0 Q goy NO 6 SAT EXISTING E.P. RESPECTIVE STREET SECTION OR AS _.-s- ERER SEWER - REFER TO S & STORM DRAIN PLANS NOTES: DIRECTEDWCUBY ENGINEERPER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O INSTALL TYPE III PER CALTRANS STANDARD PLAN AND SEWER DETAILS (BAR))RICADE AAND TCONSTRUOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' AC. SAL AGE SIGNAGIITH THESIGN CTACT ON OF ADJACENY. T PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET B. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT i0 BE 0.45' TYPE °A° A.C. O PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS ■ - _ - - _ - - TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. i0 STANDARD SPECIFICATION PTH-02ALKYD. G BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE °A" WITH 3.5' OPENINGS 10 EXISTING UTIUN POLE TO BE RELOCATED. - - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER ca5 COORDINATE APPLICATION OF RELOCATION WITH CITY. O {L CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE °M' SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DEL ST -18. ----- - SECTION DESIGNATION M2 SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SLEET WHERE PER C.O.B. STD. DET. T-33. SECIION Is SHO'M! 19+00 20+00 21+00 SCALE: 1" = 50' 11 50' 25' O' 50' 100' 15 Know what's below. Call before you dig. CITY RECORDS NO: = Nm 0 �z O V M rn m � 0 Q goy NO o 4 w � � 3 0 wm � O N N W o m m � G r # v I b�� > ca5 O {L 0 0 EM J J ~ � r z Q W �LU a W Q<r>_ z W = d LU G n o > jr °C W IL m O W N a Z A MIDz < J O Q z W m < CC <U h C z< „ < cc - IL c w N 0 EX. GOSFORD ROAD RADIUS I I I I I I SEE SHEET 6 II II I II II II DELTA I I I I I II II II I II 7 TJ :2 II 2 I 248.34' 1 22.74' N B.C.R. BEGIN CURB RETURN —I POINT OF INTERSECTION ,;I pd j I mwoi II I PCC CD Q I EC END CURVE Z W TOP OF CURB G -GAS IR -IRRIGATION S -SEWER PIVC POINT OF INTERSECTION 11 TOP OF PAVEMENT OF VERTICAL CURVE GB O LIJ NOTES: II 11 R/W III I I I I� I II I II I II I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS GOSFORD II I II I II I II I II I I ROAD ANGLE POINT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. SEE SHEET 6 C/G CREEK BEND DRIVE SEE SHEET 8 11 @II s' I I I II I I t0 5 G7 USI 3 $�) m� I HSI PHASE 1 LCLASS 2 AGO. BASE TEMPORARY TURN—AROUND SECTION SCALE N.T.S. 3 I WAY RADIUS LENGTH TANGENT DELTA 1 SEE SHEET 7 20.00 90.00b0° 2 42.00' 248.34' 1 22.74' 303'07'34' L. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION ,;I pd j pd mwoi /-PIPE SIZE VERTCURVE PCC POINT OF COMPOUND CURVATURE 4°W UTILITY: W -WATER D -DRAIN EC END CURVE PHA,4E 1 TOP OF CURB G -GAS IR -IRRIGATION S -SEWER PIVC POINT OF INTERSECTION 11 TOP OF PAVEMENT OF VERTICAL CURVE GB o 3mo• 30 NOTES: II 11 R/W I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS II �i PHA$E 2 ANGLE POINT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. i C/G CURB AND GUTTER OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE --A _... - _ _ FURNISH & INSTALL SURVEY MONUMENT PER 1- n J 3 '° mpm -+- FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SRI. T-1. I 4 15 16 I 7N j 12 oWII NJ1t 13 $I 14 15 Ow < Ow N 01+ M> Owm 1 Ow � II � W J JI JJ VI y� N 9 I 10 oJ� I` li JI li JI Z TILL .�-yTarir J�o�(/j�i3 mac Yy }p ml ym -11 s N8859'36°W -4---�F--- - — 5 195.00' -16+005 } -- -- 8(TPP•) 12+00 0- 13+00 NBB•59'36'W 525.00' 14+00 5+T 00 — --oF-- I1 TIW 3 03 IIP ,y p o po pp0 Iz I o0 o I� ^I n'+,II �+ �I p0 cl op o m zp�� gtI 30 IN 29 I 28 I 27 a I <26 R I 25 a 24$ I o =< N �'. OW N I NI N til Nml t- rn, yyl a 'o`I I l zs 23N NNI ti I I �i m 1 20 ti U1t ga 1 I I i I I I m� ww 00 I 1 ' �!P PH.dSE 2 , l mm I S' mz3 vole f 0 wyin I I I I 30 30' 'otiti fin 13 W PIYASE s7I I BEND DRIVE EAGLE PASS WAY SHEET 8 SEE SHEET 7 BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 364 362 360 358 356 354 352 350 348 0 22 WHITE FISH WAY RADIUS LENGTH TANGENT DELTA 1 SEE SHEET 7 20.00 90.00b0° 2 42.00' 248.34' 1 22.74' 303'07'34' L. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION ,;I pd j pd mwoi /-PIPE SIZE s N8859'36°W -4---�F--- - — 5 195.00' -16+005 } -- -- 8(TPP•) 12+00 0- 13+00 NBB•59'36'W 525.00' 14+00 5+T 00 — --oF-- I1 TIW 3 03 IIP ,y p o po pp0 Iz I o0 o I� ^I n'+,II �+ �I p0 cl op o m zp�� gtI 30 IN 29 I 28 I 27 a I <26 R I 25 a 24$ I o =< N �'. OW N I NI N til Nml t- rn, yyl a 'o`I I l zs 23N NNI ti I I �i m 1 20 ti U1t ga 1 I I i I I I m� ww 00 I 1 ' �!P PH.dSE 2 , l mm I S' mz3 vole f 0 wyin I I I I 30 30' 'otiti fin 13 W PIYASE s7I I BEND DRIVE EAGLE PASS WAY SHEET 8 SEE SHEET 7 BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 364 362 360 358 356 354 352 350 348 0 22 WHITE FISH WAY RADIUS LENGTH TANGENT DELTA 1 SEE SHEET 7 20.00 90.00b0° 2 42.00' 248.34' 1 22.74' 303'07'34' L. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION O TAPER NUMBER - SEE TABLE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE /-PIPE SIZE VERTCURVE PCC POINT OF COMPOUND CURVATURE 4°W UTILITY: W -WATER D -DRAIN EC END CURVE PHA,4E 1 TOP OF CURB G -GAS IR -IRRIGATION S -SEWER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB o 3mo• 30 NOTES: II 11 R/W I 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS I PHA$E 2 ANGLE POINT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE --A _... - _ _ FURNISH & INSTALL SURVEY MONUMENT PER 1- n J EXISTING SURVEY MONUMENT '° mpm -+- FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SRI. T-1. o- I + - a �4 � �" j 12 I 13 11 14 15 Ow < Ow N 01+ M> Owm 1 Ow � II � W J JI I , Q �w-CLIP. W oJ� I` li JI li JI Z .�-yTarir J�o�(/j�i3 mac Yy }p ml ym ^FEhi rc �I v`7 GIF Q 3vyy�o-N N oQ'I oQ NI rc w j. 4 ' E c> > W _ � I ci p'- APPRpXIMATE EXISTING GROUND 8 (EYP) 1 2 _17+00 s - � N �- L-$1.47-_ 4s -- _-I�,_ SSS - - s - avla---T--IrC=�42 -- -- �-- ---- --� -- +--- ----+-- 3 ,8+00 8 (�') _�_ 19+(X1 N885936'W 36001' 20+00 _ 1 2 5-0. > j PHASE BOUNDARY -�- - PROPOSED N STA. 10 30.00. 6' TH RO- 'M,I NE CATCH :BASIN N TA'0���C✓�^--r-..PROPOSED - NORTH Sr -0.25% I �IT� ONWE: ili w� .353.1 L a 3 3 o;l n s lam+>4 aml ml 1 www w 362 86 �1 YUEV. 34880' INV. S R(W p+ol p+ 21 3 ^ - ---- EDN 0 ml � � -- a20 IN 19 y, I 18 17 f < 16 UJ o� Q rn, m NI In i^I � I ---� of tw3. �m 00$ y� T N I0 = v+ N N lNOzy ED M Q i� YtiY CW O �$m z �go CL tiNN baa � 1 � a N8859'36°W SWALE z 1BdP TURNAROUND EASEMENT PER DDC./ 217115299 �J Jam: CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00 90.00b0° 2 42.00' 248.34' 1 22.74' 303'07'34' L. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 366 364 362 360 I 356 JI 356 354 352 350 348 346 21+00 JTV 10+00 LEGEND: CENTERUNE 17+00 18+00 LEGEND (CONT.) ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 �- FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: CL CENTERUNE BVC BEGIN VERTICAL CURVE 'R, -T' - STOP °R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE ELEV ELEVATION EVC L. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION O TAPER NUMBER - SEE TABLE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE /-PIPE SIZE VERTCURVE PCC POINT OF COMPOUND CURVATURE 4°W UTILITY: W -WATER D -DRAIN EC END CURVE t TOP OF CURB G -GAS IR -IRRIGATION S -SEWER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK NOTES: P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS PA PROPERTY UNE T_ T_ ANGLE POINT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE --A _... - _ _ FURNISH & INSTALL SURVEY MONUMENT PER 1- n J EXISTING SURVEY MONUMENT '° mpm -+- FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SRI. T-1. o- FURNISH & INSTALL STREET UGIT -5M LUMEN PER C.O.B. STD. ST -14. - a FURNISH & INSTALL STREET UGHT-9500 W PER COB STD D-14 UNLESS NOTED OTHERWISE 11 CONSTRUCT 55' COMBINATION SIDEWALK PER COB STD ST-� COLLECTORS ARTERIALS ^FEhi w j. Q c> > W i � I ci p'- APPRpXIMATE EXISTING GROUND - L-$1.47-_ 4s -- _-I�,_ T - - - - - avla---T--IrC=�42 -- -- �-- ---- ___ i-- -j- -- - T � I I �S=-0.2i5=0.378 _�_ _ 5-0. > j PHASE BOUNDARY -�- - PROPOSED N STA. 10 30.00. 6' TH RO- 'M,I NE CATCH :BASIN N TA'0���C✓�^--r-..PROPOSED - NORTH Sr -0.25% I �IT� ONWE: ili w� .353.1 L >. S --I _ 1 - EPRESSED FL .. W 362 86 �1 YUEV. 34880' INV. S - ---- — - � � -- Imo— `— I ---� 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 366 364 362 360 I 356 JI 356 354 352 350 348 346 21+00 JTV 10+00 11+00 12+00 13+00 LEGEND: CENTERUNE 17+00 18+00 LEGEND (CONT.) ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 �- FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: CL CENTERUNE BVC BEGIN VERTICAL CURVE 'R, -T' - STOP °R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION O TAPER NUMBER - SEE TABLE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE /-PIPE SIZE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4°W UTILITY: W -WATER D -DRAIN EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION S -SEWER PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK NOTES: P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS PA PROPERTY UNE A.P. ANGLE POINT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE T.O.S. TOP OF SUMP CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 16 BOTTOM VADTH DRIVEWAY W/3' PANGS �+ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. J EXISTING SURVEY MONUMENT OSI PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -+- FURNISH & INSTALL STREET SIGN PER CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SRI. T-1. o- FURNISH & INSTALL STREET UGIT -5M LUMEN PER C.O.B. STD. ST -14. - a FURNISH & INSTALL STREET UGHT-9500 WMEN PER C.O.B. STD. ST -14. 11+00 12+00 13+00 14+00 15+00 16+00 CENTERUNE 17+00 18+00 LEGEND (CONT.) LEGEND (CONT.) CONSTRUCTION NOTES: R1-1 �- FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE 'B' CURB It GUTTER PER C.O.B. STD ST -1. 'R, -T' - STOP °R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) °R3 -7R' - RIGHT LANE MUST TURN RGHT °W31(CA)' - END COORDINATE APPLICATION OF RELOCATION WITH CITY. COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. INTERCONNECT CONDUIT /-PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 4°W UTILITY: W -WATER D -DRAIN SEC11ON LETTER R.S.P. A88A, 2002 RSP CASE 'A°. CATCH BASIN - REFER TO SEWER & STORM DRAM PLANS G -GAS IR -IRRIGATION S -SEWER CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B.% # CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 E.P.REJECTIVE STREET SECTION OR AS —• s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED TEDB EY ENGINEER. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS O INSTALL TYPE 61 ((BARRICADE PER CALTRANS STANDARD PLAN A73C NTH SIGN REMOVE 0 SEWER CLEANOUT - REFER TO SEVER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B° A.C. TIiETCONS7IRUCTON OF ADJARY. AND SALVAGE SI(`MAVA CENT PHASE OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 16 BOTTOM VADTH DRIVEWAY W/3' PANGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SECTION IS SHOWN C.O.B. STD. DET. ST -7 ON SHEET & PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45 TYPE "A" A.C. OSI PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD- ST -9. -. ... ;. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3S OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. PER COB STD D-14 UNLESS NOTED OTHERWISE 11 CONSTRUCT 55' COMBINATION SIDEWALK PER COB STD ST-� COLLECTORS ARTERIALS 19+00 20+00 JTV 21+00 SCALE: 1" = 50' 50' 25' 0' 50' 100' i Know what's below. Call before you dig. — CENTERUNE ... .. { ) I °� 7 '/ d' EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE °M' SEC11ON LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B.% # ) r CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DEF ST -18- __ - ={ SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER ' o- SIM WERE PER C.O.B. SID. DET. T-33. SECTION IS SHOWN JTV 21+00 SCALE: 1" = 50' 50' 25' 0' 50' 100' i Know what's below. Call before you dig. 0 U CJ �' �ZI I N -j I0 -IU -i CD<•. ZLJI OWI N O CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00 90'W OT 2 30.00' 46.91' 29.79' 89'35'32° 3 30.00 47.34' 30.21' 90'24'28' 4 35.00 27.13' 14.29' 4424'57° O 4200' 197.06' 42.87 268'49'55° m � N 88'59'36° W $ POVC POINT ON VERTICAL CURVE N 8859'36• W : BVC BEGIN VERTICAL CURVE v ELEVATION EVC 3 8.r R. 0 I < N POINT OF INTERSECTION 31 o PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE n N EC O TC TOP OF CURB 1 ml POINT OF INTERSECTION - I S 88.59'36° I S 88'59'36'E 62.00 I TEMPORARY SUMP VOLUME REQUIRED:0.074 AF VOLUME PROVIDED:0.075 AF TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED WITH PHASE 3 (SUMP NOT REQUIRED IF PHASE 3 IS DEVELOPED WITH PHASE 1) A DETAIL A 4 1- = 20' t 3' 34' 3' 2> v BOTTOM ELEV. = 351.10' B SECTION 4 TEMPORARY SUMP SCALE: N.T.S TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.074 AF AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF AREA 2: 0.45 AC, C2=0.76 (0.45)(0.76)(0.15) = 0.051 AF TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF AREA(MID) 0.05 AC 0.05X1.5'=0.075 AF GOSFORD ROAD CREEK BEND DRIVE EAGLE PASS WAY SEE SHEET 6 SEE SHEET 8 SEE SHEET 7 I Ili I j I 111c, , GOSFORD ROAD SEE SHEET 6 RETENTION BASIN CANYON TRAIL AVENUE STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL SHEET 7 / df 366 a� 4wi ----- _ - I I ISI It 366T ---F- 364 364 362 362 w 360 or R wr 360 N w P 358358 356. m>' 356 APPROXIMATE EXISTING ND> -S EXIS�6:ND L 4' -�7 354 o 3 354 TS=C.25 L 31.42' L 31.47 $=0.35 352 mw % s�-.-. I 352 OVOD ROU DOSED ORTHRME + 350350 1 348 348 _ '._SII _ _. _. li. I� _... _ 346 �� 1 �. -- - - -- - -- 346 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 366 364 362 360 358 356 354 352 350 348 __ .._. FLOXLINE POVC POINT ON VERTICAL CURVE CL CENIERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC m `rTi I I VERT 8.r R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB WRVS POINT OF INTERSECTION - TW OF PAVEMENT �2 OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TCU OF SUMP FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1" = 50' ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM GRAIN PIANS 4°W UTIUTY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' 7r PATCH BASIN -REFER TO SEINER &STORM DRAIN PLANS. S-GAWER IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. m m r O N m_-- N SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BIENGINEER ENGINEE ® SEWER MANHOLE - REFTR SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN AND SEWER DETAILS. N 1 > rt 7 SEWER CLEANOUT - REFER TO SENOR & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 A.C.TYPE °B° AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE OVER 0.40' AGGREGATE BASE OVER 0.50 O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W S WHIGS / COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. $T-7 ON SHEET 8. I PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) I O PAINT 12° UNIT UNE USING THERMOPLASTIC PAINT PER CALTRANS • TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO I STANDARD SPEOIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. .. e.. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE °A° WITH 3.5' OPENINGS 10 EXISTING UTIUTY POLE TO BE RELOCATED. - - CENTERUNE PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. COORDINATE APPLICATION O RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH 0144-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE °M° FORMED MEDIAN CURB PER C.O.B. Call before you dig. SECTION LETTER���,� BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT -1 STD. DET. ST -18. I ----- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET %HERE 2 PER C.O.B. STD. DET. T-33. I ,. D h- /l:'q ( WCTICN m an M' (' 0 0 ��� u U I- mm U ww U AP -0, mL 66RR 1 I L=47.• S4 I � _ --- I �- APPRO � IMATE STING GROUND : 1_� -- � -�-� APP IMAIE -� - - - m - - - - � 1 S I RW GRADE Q29R S ) L 31.42' F 31.42' I rS=0.24 $�.2 S 0.26% _O51% N PR OSED SOUTH FLON(INE PROROSED TH FLOWUNE � I� � _.i �� i WY $ DEPREGSED FSL 35.63' L. -___ - _ _ _j__ - 346 10+25 11+00 12+00 �pAOFESS/O N EPT(F f Gg Bp u 4 fi m + M1 d CI 14 P r S 4 13+00 LEGEND: 14+00 EL FLOXLINE POVC POINT ON VERTICAL CURVE CL CENIERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE 8.r R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TW OF PAVEMENT �2 OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TCU OF SUMP FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1" = 50' IT:iT�:E.'�L:FIPI�ifiTE?[S"�7iti?0711.'IUlf61 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LLMEN PER C.O.B. STD. ST -14 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.0.8. STD. ST -14 366 364 362 360 358 356 354 352 350 348 346 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 LEGEND (CONT. LEGEND (CONT.) CONSTRUCTION NOTES: �- FURNISH & INSTALL TRAFFIC SIGNS PER GO.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE 'B° CURB & GUTTER PER C.O.B. SID ST -1. °R1-1° - STOP °R26(CA)° - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE �2 CONSTRUCT 4.5 (LOCAL STREETS) °R3 -7R° - RIGHT LANE MUST TURN RGNT-"(CA)- - END COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. /-PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1" = 50' ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM GRAIN PIANS 4°W UTIUTY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' 7r PATCH BASIN -REFER TO SEINER &STORM DRAIN PLANS. S-GAWER IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. O RESPECTIVE STREET SECTION OR AS -.-s- SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BIENGINEER ENGINEE ® SEWER MANHOLE - REFTR SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 INSTALL TYPE IN BARRICADE PER CALTRANS STANDARD PLAN AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASVTRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SENOR & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 A.C.TYPE °B° AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE OVER 0.40' AGGREGATE BASE OVER 0.50 O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W S WHIGS / COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. $T-7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE *A" A.C. O PAINT 12° UNIT UNE USING THERMOPLASTIC PAINT PER CALTRANS • TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPEOIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. .. e.. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE °A° WITH 3.5' OPENINGS 10 EXISTING UTIUTY POLE TO BE RELOCATED. - - CENTERUNE PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. COORDINATE APPLICATION O RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH 0144-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE °M° FORMED MEDIAN CURB PER C.O.B. Call before you dig. SECTION LETTER���,� BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. ----- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET %HERE 2 PER C.O.B. STD. DET. T-33. I ,. D h- /l:'q ( WCTICN m an (' 0 i v © © Uebb E. MISTY WATER WAY PHA43E1 I I I I I I I l SEESHEET 11 i I 20' 20" 10 I 1 w u u u 30' 30' n l J 1J I`JL' LL ji JI ILL I J N NgjJ„Jc, 8 2 3 1 74 5 6IJO1 + * I CS 4:0o0 MY] � JI 11 12 N M r o I owl - wl n jor3`(0`n_F' 1lIu�`¢yo+-) _ - ttor34>1 .<�h��- N�d�OpO+n lII �r3>- ��a�n aIN�('mO-/1 l � 3'^m ja+n I >- M��1n �V�+ l1I _ >��-nF mad+�l�II �"+¢N+ �z N.`dti0nmm•aNff0- c>i '�QO<J+ 4�QgJ+-�e'f�+'lI1 P + wo I .ten�doo+rr�dSo �o2z_N6m �n1N!,J+�:iwJWJrc11 LL0}mn" 'J63s"'wp�p�F+n, lHIlmjwO0oJ63�w- m�aLLpo o + + A- 9 1�1 p 1545 " go ' 1q I +noI 8810 OpryI R + md,o ,njLL� lI)1 3o 4! NN N 01nNNN2C VI.Q ON ¢N fI 0 o - t.. _ 13+03 ' �- 8 (-1 ;CA D 3 -18"0 N8859'36"W 3 .' 4 '... N D 12+00-D --®- 0-14+00 0-iS+OD-D 16+00 18'0 3 0 8 (TYP.) 0 0 i8N88'S9'36"W�560.00'=------®�_.-+-_-I_- _-!-__i50.p0+ 181'00 `�M 19+00 _� _ _ _---��--5- M 8 (TYP.) 1 2 -B 3 3 w o 3 3-17+00 - -F 3 �- • '[1\- 4 NQ r m 4 8 (TYR.) B S p - l. � ❑I m O SCALE: 1" = 50' 50' 25' O' 50' 100' g P I 8 l l l l + 1 1 1 1 U 1 1 I ad 1 _ ;[.PHASg 4 PHASE5 JOSHUA TREE e% SEE SHEET 8 LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.12 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 5 16+00 17+00 18+00 --��3!w�'o w 19+00 20+00 Y; PHASE 3 0 N F 3w o1 3LL R/WN� 3w o1 3w O� pl BVC BEGIN VERTICAL CURVE 3LL 1g•01; EVC K'26 "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO Wawo WWLL �< I E.C.R. ENO CURB RETURN m s QI awo 3LL UW �U,pi U4: 13 1 14 O 27 00 OpM 25 O M p0Y M a)4 l 23 pp mIM H e) N N p LL o�"v jnM 19 l «l X22 moo dNN R/W hl of +O N } NN T.O.S. TOP OF SUMP /�� �- Q FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. N1- SCALE: 1" = 50' 50' 25' O' 50' 100' g P I 8 l l l l + 1 1 1 1 U 1 1 I ad 1 _ ;[.PHASg 4 PHASE5 JOSHUA TREE e% SEE SHEET 8 LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.12 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3- 5 16+00 17+00 18+00 --��3!w�'o w 19+00 20+00 Y; PHASE 3 0 N e 3w ol3w POINT ON VERTICAL CURVE O CURVE NUMBER FOR CURVE DESCRIPTION pl BVC BEGIN VERTICAL CURVE 3LL ELEV ELEVATION EVC END VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO B.C.R. BEGIN CURB RETURN W1 �< I E.C.R. ENO CURB RETURN m o 1 awo 3LL UW �U,pi U4: 13 1 14 N J J LL Q� � r �j n JI w � mIM a e) 20 p LL o�"v jnM 19 l 116 3� � moo dNN R/W hl of +O N } NN T.O.S. TOP OF SUMP /�� �- Q FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. N1- EXISTING SURVEY MONUMENT M r -.. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL STREET SIGN PER CG.B SID. T-1. �- J I \ -o- FURNISH & INSTALL STREET LIGHT 1 2 N8859'36°W Y 363_14' 20+00 C.O.B. STD. DET ST -7 ON SHEET B. n + H 3- 5 16+00 17+00 18+00 --��3!w�'o w 19+00 20+00 LEGEND: = II 11 N e 3w ol3w POINT ON VERTICAL CURVE O CURVE NUMBER FOR CURVE DESCRIPTION pl BVC BEGIN VERTICAL CURVE 3LL ELEV ELEVATION EVC END VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO B.C.R. BEGIN CURB RETURN 3 �< --- E.C.R. ENO CURB RETURN PRC POINT OF REVERS CURVATURE 1 awo 3LL UW �U,pi U4: EC END CURVE ZZ Un gs r0n fn � r4i PIVC POINT OF INTERSECTION � r �j n q NN OYJ nn OF VERTICAL CURVE 21 e) 20 �3 l 19 l 116 l 17 l�'16 dNN R/W Kip [ CURB AND GUTTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN T.O.S. TOP OF SUMP N� Q FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. =v,l EXISTING SURVEY MONUMENT M r -.. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL STREET SIGN PER CG.B SID. T-1. �- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER COB. SID. ST -14. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER COB. STD. ST -14. ARMNATE EaSmi C.O.B. STD. DET ST -7 ON SHEET B. n + E1 PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) 3, GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. FUTURE IMPROVEMENTS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ee� eeee� eeeee� ee� TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 356 .. .. .. -' PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS 10 :5g - - CENTERLINE J 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND.12 INSTALL TYPE F RDABLE POST CLASS 1 DELINEATOR PER +� COORDINATE APPLICATION OF RELOCATION WITH CITY ti I i-m°s _ _ - I 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE "M" 354 SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT FSS CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 352 I I -- - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 PROPO'iED WEST�Fl.OWENE PER C.O.B. STD. GET. T-33. SECTION IS SHOWN 350 nm ono � � -j 350 348 I I 348 -za,�.".- I i - .-. - PHASE 5 16+00 17+00 18+00 omunAW COASTHUcMAO 19+00 20+00 LEGEND: = II 11 N ABBREVIATIONS FL FLOWLNE ez POINT ON VERTICAL CURVE O CURVE NUMBER FOR CURVE DESCRIPTION CL CENTERLINE BVC BEGIN VERTICAL CURVE "RI -1" - STOP 'R26(CA)" - NO PARKING ANYTIME® ITEM OF WORK - SEE SCHEDULE ELEV ELEVATION EVC END VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO B.C.R. BEGIN CURB RETURN 3 POINT OF INTERSECTION --- E.C.R. ENO CURB RETURN PRC POINT OF REVERS CURVATURE INSTALL STREET SIGN PER CO.B. STANDARD DETAIL T-1. BC BEGIN CURVE F - UW �U,pi U4: EC END CURVE ZZ Un gs r0n fn � r4i PIVC POINT OF INTERSECTION � r �j n q NN OYJ nn OF VERTICAL CURVE JJ 6,3 UU ¢�� P.O.C. POINT ON CURVE ado S d<yQF KQ< PA PROPERTY LRE m0 <+ NNm dNN R/W Kip [ CURB AND GUTTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN T.O.S. TOP OF SUMP N� Q FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. �� EXISTING SURVEY MONUMENT M r -.. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + 140.OD� ~ RETENTION BASIN NIERSECTION . 10+00.00 C.L LIKEN TREE AVENUE _ . 15+60.00 C.L. WIND CAVE WAY 24_ O� , ENT I.0' PP n`ryAl MA DRIVEWAY < n w 5, >J o p �5' 15 O N N N CC TFW TURNAROUND J m N I O `" y EASEMENT PER DOC./2171153DO U v_---- J m -y STA 15+8284 C.L 8J.05 RL - o� mo« ! gg gw 1 20' 20' STA 16+71.01 F.L. FNN I +mo $vmi 1 30' I 3p' I 1 TT ++ QFQ m Irmm �� 27 K L a m m clad rc STA. 15+80.00 C.L. 100.40 RT. mmH oFdd I I I i STA 16+84.71 F.L 4! N !n I •' LINDEN TREE AVENUE SEE LEFT HEREON WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' SCALE: 1" = 50' HORIZONTAL 50' 25' O' 50' 11 1" = 5' VERTICAL 364 0 RIVE 362 F ._. ° - - - - NERr 362 I of �I o� M'um �I � ma QIn - 1 360360 358 358 + + + b 356356 AT ENG APPtOXMAIE E%ISTNG - 354J-- - -- - - 354 OUNO _.. _ > 352 -- I f -- L i 1 _ I- �- � _ i I LI = 31 42 L �= 342 _ M�f 3 .27R IPRCF'OSEb NORTH FIAWLINE PROP NORIHIFLOWUNE �_ 350 -� °�°-- { I -- i I I- I I � M f 350 346 5+fiWW EL 113 - - - 346 *a� 1 ._-__ N ALF EIEV.- 350.86' w - I i ¢ :CAT y I r ! j _ cM1 ss _----_ __ -_ _�__ 346 - --�P .L-�=33° �� --f 346 �- I ____ i - ! �-�- i l_ --_� � �'i 346.10' INV. 107 S 344 10+7511+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 10+50 11+00 16+00 17+00 18+00 12+00 19+00 20+00 LEGEND: LEGEND CONT.): LEGEND (CONT.): CONSTRUCTION ABBREVIATIONS FL FLOWLNE POVC POINT ON VERTICAL CURVE O CURVE NUMBER FOR CURVE DESCRIPTION CL CENTERLINE BVC BEGIN VERTICAL CURVE "RI -1" - STOP 'R26(CA)" - NO PARKING ANYTIME® ITEM OF WORK - SEE SCHEDULE ELEV ELEVATION EVC END VERTICAL CURVE "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION --- E.C.R. ENO CURB RETURN PRC POINT OF REVERS CURVATURE INSTALL STREET SIGN PER CO.B. STANDARD DETAIL T-1. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB ew UTILITY: W -WATER 0 -GRAIN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CATCH BASIN -REFER TO BIER &STORM DRAIN PVNS OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY SAWCUT EXISTING E.P. PERRESPECTIVE STREET SECTION OR AS PA PROPERTY LRE A.R. ANGLE PUNT EP. EDGE OF PAVEMENT C/G CURB AND GUTTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN T.O.S. TOP OF SUMP INSTALL TYPE III BARRICADE PER CALTRANS STANOARO PLAN Q FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. �� EXISTING SURVEY MONUMENT M r -.. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + FURNISH & INSTALL STREET SIGN PER CG.B SID. T-1. �- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER COB. SID. ST -14. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER COB. STD. ST -14. ARMNATE EaSmi C.O.B. STD. DET ST -7 ON SHEET B. n + E1 PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) 3, GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. FUTURE IMPROVEMENTS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ee� eeee� eeeee� ee� TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. 13+00 14+00 15+00 16+00 17+00 18+00 -I --- 19+00 20+00 -- 1 I LEGEND CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: - R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. 134'51'24" "RI -1" - STOP 'R26(CA)" - NO PARKING ANYTIME® ITEM OF WORK - SEE SCHEDULE 20.00' CONSTRUCT 4.5' (LOCAL STREETS) 20.00' "R3 -7R" - RIGHT LANE MUST TURN TIGHT .01(a), - ENO 4 4200' COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- D STORM GRAIN - REFER TO SEWER & STORM DRAIN PIANS O TAPER NUMBER - SEE TABLE 35.00' INSTALL STREET SIGN PER CO.B. STANDARD DETAIL T-1. 35.0 00'00VG" �-PIPE SIZE4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN STORM GRAIN MANHOLE -REFER TO EWER &STORM DRAIN PLANS STORM ew UTILITY: W -WATER 0 -GRAIN R.S.P. ARBA, 2002 RSP CASE "A" CATCH BASIN -REFER TO BIER &STORM DRAIN PVNS G -GAS IR -IRRIGATION S -SEWER 5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 8 SAWCUT EXISTING E.P. PERRESPECTIVE STREET SECTION OR AS -.-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O INSTALL TYPE III BARRICADE PER CALTRANS STANOARO PLAN 358 AND SEWER DETAILS. �� A73C WITH W-31(CA) SIGNI AT PHASE/TRACT BOUNDARY. REMOVE M r -.. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.0 -- - AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE 358 O m OVER 0.40' AGGREGATE BASE OVER 0.50. O.G. TO BE © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER w CONSTRUCT 18' BOTTOM 'MOTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ARMNATE EaSmi C.O.B. STD. DET ST -7 ON SHEET B. n + E1 PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) 3, GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ee� eeee� eeeee� ee� TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 356 .. .. .. -' PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS 10 EXISTING URIJTY POLE TO BE RELOCATED. - - CENTERLINE PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND.12 INSTALL TYPE F RDABLE POST CLASS 1 DELINEATOR PER COORDINATE APPLICATION OF RELOCATION WITH CITY CALTRANS STANOARO PLAN A73C i-m°s _ _ - Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE "M" 354 SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE 352 SID. GET. ST -18. -- -- - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 PROPO'iED WEST�Fl.OWENE PER C.O.B. STD. GET. T-33. SECTION IS SHOWN 350 �- 21+00 T 14+00 364 362 360 358 356 354 352 350 348 346 34 15+00 CURVE RADIUS -I --- -- -- 1 I 364 364 ! I 13.70' 6.94' - 362 ;- - 20208' 134'51'24" 3 20.00' 31.42' 20.00' 362 4 4200' � 2274' 303V734" 5 35.00' 54.98' 35.0 00'00VG" m zw APPROKIMAIENO 360 '"' I I 358 y �� M r -.. -1 - l -- - c n 358 O m m -" N N w " w + + ARMNATE EaSmi GRDUNOI n + m < 356 WO g� m+� 356 m a a i3 n 354 i-m°s _ _ - 354 352 352 PROPO'iED WEST�Fl.OWENE 350 �- - � � -j 350 348 I I 348 I i 346 - 346 344 - � ---L - - 344 14+00 364 362 360 358 356 354 352 350 348 346 34 15+00 4 14+00 15 SIDEWALK TO DE CONSTRUCTED WITH PHASE 5. PEDESTRIAN EASEMENT TO BE DEDICATED PER FINAL MAP 16+00 364 362 360 358 356 354 352 350 348 346 344 15+00 15+75 17+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70' 6.94' 22'25'42" 2 84.00' 197.71' 20208' 134'51'24" 3 20.00' 31.42' 20.00' 90'0000" 4 4200' 248.34' 2274' 303V734" 5 35.00' 54.98' 35.0 00'00VG" m zw APPROKIMAIENO '? '"' I I _mE#2 = 0.3 M � N N I D EAST PROPO� FLOWNNE' ,a 4 14+00 15 SIDEWALK TO DE CONSTRUCTED WITH PHASE 5. PEDESTRIAN EASEMENT TO BE DEDICATED PER FINAL MAP 16+00 364 362 360 358 356 354 352 350 348 346 344 15+00 15+75 17+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 13.70' 6.94' 22'25'42" 2 84.00' 197.71' 20208' 134'51'24" 3 20.00' 31.42' 20.00' 90'0000" 4 4200' 248.34' 2274' 303V734" 5 35.00' 54.98' 35.0 00'00VG" Know what's below. Call before you dig. 0 m O Ll "0 �p mu ill PHASE 5 TF1 nm- DPV80PA1 mm RETENTION BASIN GOSFORD ROAD STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �--TO BE REMOVED WRING GRADING CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 30.00' 47.34' 30.21' 90'24'28' 2 30.00' 46.91' 29.79' 89'3532• O 2000' 31.42' 20.00' 9OW'00" 20+00 21+00 22+00 23+00 24+00 25+00 26+UU 2/+UU 2S+UU Z9+UU .5U+UU 31+UU CE 55,_66, R/W 55'_57' R/W 2' FOOTING EASEMENT VARIES PER THE FINAL MAP VARIES 2' FOOTING EASEMENT 48'-59' 7' 1 9' 12' 48'-50 7' 1 9' PER THE FINAL MAP VARIES ILANDSCAPE BASIN ACCESS NAD VARIES LANDSCAPE EASEMET ROi I EASEMENT 11.3'-12' 6' Y5 � 112.1'-13' 6' 2' 5 VARIES y VARIES r FUTURE MEDIAN PER FUTURE MEDIAN PER N `' C.O.B. STANDARDS VARIES m T-4, T-8, T 17 1.6% MIN. 5 m a 7'A.1 MTS" 2% OO.-4,ST &DT -117 'vim 1.6% IM N. 2% 3.4% MAX 2% 29. �I ti 1 3.4Y. MAX 2% '/ \k PAD ELEV. PAVEMENT I .. 11 EX. A.Cj11 EX. AC. 0.45' A.C. PAVING PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60 AGO. BASE 1 T.I. 9.0 .60 AGG. BASE 1 "R" VALUE 55 1.45 COMPACTED SUBGRADE "R" VALUE 55 1.45 COMPACTED SUBGRADE COMPACTED TO 95% COMPACTED TO 95% GOSFORD ROAD GOSFORD ROAD STA 20+72.21 TO 22+77.53 rc'� STA 23+78.21 TO 30+28.44 D SCALE: N.T.S. 6 SCALE: N.T.S. 6 35 34 33 32 BANDELIER DRIVE SEE SHEET 2 00 N N O I M, 00 J Z WYNNFIELD LAKES LANE STA.10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 362 360 358 356 354 352 350 348 346 N LEGEND (CONT.): t LEGEND: I m TAPER DATA NO. O 0 I ABBREVIATIONS I 'R7-1' - STOP "R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE O CONSTRUCT 4.5 (LOCAL STREETS) FL FLOINUNE POVC POINT ON VERTICAL CURVE q STATION OFFSET FROM CL COMBINATION SIDEWALK PER C.O.B. STD ST -5. CL CENTERLINE BVC BEGIN VERTICAL CURVE O TAPER NUMBER - SEE TABLE w . p g ELEV ELEVATION EVC END VERTICAL CURVE STA. 20+35.40 48.00 RT. N--- ® B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION 8i SRN6 GROUND w . CATCH BASIN -REFER TO SEWER &STORM DRAM PLANS E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE STA 20+40.40 48.08 RT. WER BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE STA. 20+45.40 48.31 RT. N I bN EC END CURVE TC TOP OF CURB -• s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT STA. 20+50.40 48.69 RT. NE O7 OF VERTICAL CURVE GB GRADE BREAK AND SEVER DETAILS �il I P.O.C. PONT ON CURVERIGHT-OF-WAY II �I � 0 ® STA 20+55.40 49.22 RT. AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE. S'.is '4 PA PROPERTY LINE p ANGLE PONT i OVER 0.40 AGGREGATE BASE OVER 0.50' O.G. TO BE OB EP. EDGE OF PAVEMENT C/G CURB AND GUTTER STA. 20+60.40 49.91 RT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS T.O.S. TOP OF SUMP C.O.B. STD. DET. ST -7 ON SHEET B. STA. 20+65.40 50.75 RT. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STA. 20+95.40 56.25 RT. TRACT BOUNDARY a EXISTING SURVEY MONUMENT STANDARD SPECIFICATION PTH-02ALKYD. OfCAl.�" STA. 21+00.40 57.09 RT. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. + FURNISH & INSTALL STREET SIGN PER COB. STD. T-1. STA. 21+05.40 57.78 RT. 4. ALL CATCH BASINS TO BE TYPE "A' NTH 3.5 OPENINGS + FURNISH & INSTALL METRO STREET SON PER C.O.B. STD. T-1. STA 21+10.40 58.31 RT. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE -p- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. STA 21415.40 58.69 RT. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. . a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SRI. ST -14. STA 21+20.40 58.92 RT. COORDINATE APPLICATION OF RELOCATION NTH CITY. 6. INSTALL W-31(CA) SIGN NTH OM4-3 MARKER AT THE PHASE CALTRANS STANDARD PLAN A73G q Cali before dig. STA 21+25.40 59.00 RT. 13 CONSTRUCT TYPE'M' FORMED MEDIAN CURB PER C.O.B. you SECOON LE 35 34 33 32 BANDELIER DRIVE SEE SHEET 2 00 N N O I M, 00 J Z WYNNFIELD LAKES LANE STA.10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 362 360 358 356 354 352 350 348 346 344 10+00 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 1354 352 350 348 346 344 11+00 11+50 N LEGEND (CONT.): t L I m FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: 0 I NfL. I 'R7-1' - STOP "R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE O CONSTRUCT 4.5 (LOCAL STREETS) M �1 'R3 -7R'- PoG4T LANE MUST TURN FIGHT -W31(CA) ' -END �o COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- o I �w O TAPER NUMBER - SEE TABLE w . p g U J g p, - CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN - N--- ® APflROXIMATE 1 8- II �.i m 8i SRN6 GROUND w . CATCH BASIN -REFER TO SEWER &STORM DRAM PLANS G -GAS IR -IRRIGATION I CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCPON PLANS tea, 25' O' 50' 100' WER APPRO%IAIATE $-SR = it _� OSED � -- TFL NE N I bN I --LWN -• s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: E NEE DIRECTED BY ENGINEER. p,OFF.SSlO P k d\ I ROPOSED iWEST FL NE O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN v to *, NEPiG{Fa AND SEVER DETAILS �il I I I II �I 344 10+00 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 1354 352 350 348 346 344 11+00 11+50 10+00 364 362 360 358 356 354 352 350 348 - 346 11+00 11+50 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: �- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: 0 I NfL. I 'R7-1' - STOP "R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE O CONSTRUCT 4.5 (LOCAL STREETS) M �1 'R3 -7R'- PoG4T LANE MUST TURN FIGHT -W31(CA) ' -END COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- o I �w O TAPER NUMBER - SEE TABLE 3 �4 p U J g /-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN rc f ® APflROXIMATE 1 8- II �.i m R.S.P. ARBA, 2002 RSP CASE 'A. SRN6 GROUND w . CATCH BASIN -REFER TO SEWER &STORM DRAM PLANS G -GAS IR -IRRIGATION I CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCPON PLANS 50' 25' O' 50' 100' WER pr _� OSED � -- TFL NE i I I 10+00 364 362 360 358 356 354 352 350 348 - 346 11+00 11+50 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: �- FURNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION OT CONSTRUCT TWE "B" CURB & GUTTER PER C.O.B. STD ST -1. 'R7-1' - STOP "R26(CA)' - NO PARKING ANYTIME ® ITEM OF WORK -SEE SCHEDULE O CONSTRUCT 4.5 (LOCAL STREETS) �1 'R3 -7R'- PoG4T LANE MUST TURN FIGHT -W31(CA) ' -END COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE 3 �4 INSTALL STREET SIGN PER GO.B. STANDARD DETAIL T-1. /-PIPE SIZE CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1" = 50' ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS 4"0+ UTILITY: W -WATER D -DRAIN R.S.P. ARBA, 2002 RSP CASE 'A. CATCH BASIN -REFER TO SEWER &STORM DRAM PLANS G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCPON PLANS 50' 25' O' 50' 100' WER © SAWCTE EXISTING PER RESPECTIVE STREET SECTION OR AS -• s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: E NEE DIRECTED BY ENGINEER. p,OFF.SSlO P k d\ ® SEWER MANHOLE -REFER SEWER &STORM DRAIN BANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN v to *, NEPiG{Fa AND SEVER DETAILS A73C NTH W-31 CA SIG! AT PHASE TRACT BOUNDARY. REMOVE W-31(CA /� � 0 ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TWE 'B" A.C. AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE. S'.is '4 yo. 551 C? ro„ i OVER 0.40 AGGREGATE BASE OVER 0.50' O.G. TO BE OB CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET B. k PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE 'A' A.C. O PAINT 1V LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS i TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. OfCAl.�" BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. -" .. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A' NTH 3.5 OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. - - CENTERLUNE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(CDLLECTORS/ARTERIALS) G ;2' .T.O EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1© INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. Ic INTERCONNECT CONDUIT COORDINATE APPLICATION OF RELOCATION NTH CITY. 6. INSTALL W-31(CA) SIGN NTH OM4-3 MARKER AT THE PHASE CALTRANS STANDARD PLAN A73G q Cali before dig. BOUNDARY TRACT ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE'M' FORMED MEDIAN CURB PER C.O.B. you SECOON LE WITHIN THE IF A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. a"• a ? sU - - - - - - SECTION DESIGNATION SIGN NTH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER �IS � Z PER C.O.B. STD. DEF. T-33. -, �--� r A� - c a SECTOR � ,u � t .� .r CITY RECORDS NO: BRISTOL SPRING AVENUE SEE SHEET 3 9 1 il+ R w J J =•� I(I m oo- 1 00 ? 5' �g rcti4 I. 5 I F. 10 =og Q 0 1 30' 30' Yi +P 1 o R/N i mg _ + I 1 4 11+OU 1 _ �_ N01YX1'24°E 280.- 1 ,gun- -YI I-- "I 12+00 BANDELIER RADIUS LENGTH DRIVE DELTA 1 SEE 31.42' SHEET 2 s 1`00'24" w toa.00' 00'24" w j, N I 5' R/W 1" = 5' -- 32 ' w 3 II � a� ml E.C.R. J_ j- I. �? APPROXIMATE I 8 11 x N nir � BEGIN CURVE PCC w�m S 1'00.24" W 69.00' EC 30 TC o w m 10 PIVC 1 0 TP TOP OF PAVEMENT 'p 0 -o S 1.00'24" W 63.00' o o z i 1 O, m Q •m °� I m e q, l R/W CONSTRUCT W xRUCT W/FH ASE 3 P, a 88 PROPERTY UNE I REMOVE W/PHASE 4 In m m gg C/G CURB AND GUTTER i I 360360 B tiY: FURNISH YUP C?Y: Cpp?C? 7 EXISTING SURVEY MONUMENT DIRECTED D BYYENGINEER. mS0 + 31 �- MATE }h per. p� p00 WON IL m m rn I (+y` 293 20 20' q "I 12+00 364 362 360 358 356 354 352 350 348 346 IED W I I� BANDELIER DRIVE SEE SHEET 2 CANYON TRAIL AVENUE SEE SHEET 4 BRISTOL SPRING AVENUE SEE SHEET 3 !111 ;1 u1; 0 N + CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 4 SEE SHEET 3 EAGLE PASS WAY CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 2OOV 31.42' 20.00' 90'00'00" s 1`00'24" w toa.00' 00'24" w j, 1" = 5' R/W 1" = 5' VERTICAL w I o IINGMA(�RGIlA � w 3 < •: � a� ml E.C.R. J_ j- I. �? APPROXIMATE I 3 if 2 11 x N nir m N E ROUGH GRAD77 BEGIN CURVE PCC m � _ S 1'00.24" W 69.00' EC 30 TC o w m 10 PIVC 1 0 TP TOP OF PAVEMENT 'p 0 -o S 1.00'24" W 63.00' o o z i 1 O, m Q •m °� I M e q, l R/W CONSTRUCT W xRUCT W/FH ASE 3 P, a I PROPERTY UNE I REMOVE W/PHASE 4 I m m F C/G CURB AND GUTTER -�m I 360360 B tiY: FURNISH YUP C?Y: Cpp?C? 7 EXISTING SURVEY MONUMENT DIRECTED D BYYENGINEER. mS0 + APPRO MATE }h per. p� p00 WON IL SIGN PER C.O.B. STD. T-1. ¢_ROUGH (+y` 293 mon 0' q FURNISH & INSTALL STREET UGHT-9500 1 .q- �� 1YFNN I, til- !C, 9' F Q I m m m m m m N BRISTOL SPRING AVENUE �q SEE SHEET P ft ATE-_ 3 z,Rs 358358 WHITE FISH WAY 1ro0zw 7000; 1. -HOLD I R i G RADE 364 362 360 358 356 354 352 350 348 346 IED W I I� BANDELIER DRIVE SEE SHEET 2 CANYON TRAIL AVENUE SEE SHEET 4 BRISTOL SPRING AVENUE SEE SHEET 3 !111 ;1 u1; 0 N + CANYON TRAIL AVENUE BRISTOL SPRING AVENUE SEE SHEET 4 SEE SHEET 3 EAGLE PASS WAY CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 2OOV 31.42' 20.00' 90'00'00" LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 STA. 10+00.00 SCALE: 1" = C.L. 50' TO 12+80.00 C.L. ; HORIZONTAL` STA. 10+00.00 C.L. 1" = 50' TO 12+80.00 C.L. HORIZONTAL g© n ! M POVC POINT ON VERTICAL CURVE 12+00 12+75 s 1`00'24" w toa.00' 00'24" w j, 1" = 5' VERTICAL PHASE 2 '1 FL 1" = 5' VERTICAL o o I o IINGMA(�RGIlA � w 3 < •: � POINT OF INTERSECTION •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME E.C.R. J_ j- I. �? APPROXIMATE I w i q H� m N E ROUGH GRAD77 BEGIN CURVE PCC m � _ S 1'00.24" W 69.00' EC END CURVE TC e m 10 PIVC 3, TP TOP OF PAVEMENT 'p 0 -o S 1.00'24" W 63.00' o o z i 1 O, m M •m °� I M e q, l R/W CONSTRUCT W xRUCT W/FH ASE 3 P, a I PROPERTY UNE I REMOVE W/PHASE 4 . m m F I LEGEND: W I I I I g© n ! M POVC POINT ON VERTICAL CURVE 12+00 12+75 CL w j, I I - BEGIN VERTICAL CURVE CONSTRUCTION zg o ELEVATION o o I o IINGMA(�RGIlA � m = � t B.C.R. BEGIN CURB RETURN � POINT OF INTERSECTION •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME E.C.R. J_ j- I. �? APPROXIMATE I q F4J a rn i q H� m N E ROUGH GRAD77 BEGIN CURVE PCC m � _ �r EC END CURVE TC TOP OF CURB INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT W z i 1 O --- -... pR0.O T_FL T FLOWONE $ P.O.C. ,APP R/W CONSTRUCT W xRUCT W/FH ASE 3 I PROPERTY UNE I REMOVE W/PHASE 4 . m EXISTING fXROURD o C/G CURB AND GUTTER T.O.& TOP OF SUMP 360360 B QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 7 EXISTING SURVEY MONUMENT DIRECTED D BYYENGINEER. APPROXIMATE + APPRO MATE }h STD. T -L + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ¢_ROUGH BURNISH & INSTALL STREET LIGHT -5600 GRADE q q FURNISH & INSTALL STREET UGHT-9500 LUMEN PER COAL. STD. ST -14. .q- �� + N -i - --- - �q P ft ATE-_ z,Rs 358358 1ro0zw 7000; 1. -HOLD I R i G RADE WEST FLONfINE - 8 F356 • TEDN I CONSTRUCT ^ TH PHA 1kill q ql 356jAPPRoA '� TH PH 2 I x �EMOVE VIA Ra Gx- II S-0.22% W Z `atl Lu , 364 w w 3 3 364 - 364 N 100'24" E 104.00' 362 362 Ir n - Ilj -- j 362 N V0024" E 114.00' N rn rn N 1110'24° E 63.00' 358 �_ 8 I�'.. - -I • `- - < l 360 360 -- 360 - N 1'00'24' E 69.00• C DETAIL C TEMPORARY SUMP CALCULATI NS: 356 <-�._ _. �___OIOM TEa.�.XIA�AIE m r 356 ] 7" = 30' 356 I IM ! VOLUME REQUIRED: 0.08 AF 356 o ROUGH ADE wl I AREA: 1.33 AC, C=0.4 m m _ --- m TEMPORARY SUMP CALCULATIONS: 354 (1.33)(0.4)(0.15) = 0.08 AF 354 -+ _ J - ' - 354 VOLUME REQUIRED: 0.21 AF AREA: 3.44 AC, C=0.4 A DETAIL A VOLUME PROVIDED: 0.084 AF 1-0.25% (3.44)(0.4)(0.15) = 0.206 AF 352 =30' AREA(MID): (66'X37')/43560= 0.056 AC 352 ( 352 -- } T VOLUME PROVIDED: 0.27 AF ] 0.056 X 1.5' = 0.084 AF -r - 7 *POSED WEST NE AREA(MID): (109'X43')/43560=0.108 AC 350 350 I - 350 0.108 X 2.5' = 0.27 AF 3' 34' 3' I 34S 348 s' 38' S' 348 i TEMPORARYI-SUMP 346CONSTRUCT WITH PHASE 2 l a a- 346 REMOVE WTH PHj� 33 �a "awl 346 344 a LINDEN TREE AVENUE CANYON TRAIL AVENUE SEE SHEET 5 SEE SHEET 4 MISTY WATER WAY 364 362 360 358 356 354 352 350 348 346 STA. 10+00.00 C.L. TO 12+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ti 344 ' -- -- 344 344 11+00 12+00 12+75 BOTTOM ELEV. = 351.7a 10+00 11+00 12+00 12+75? 10+00 BOTTOM ELEV. = 349.3' 366 SECTION _- B 366 r 366 ��� ' 7 TEMPORARY SUMP 364; 364 .._ _ a _ 1 364 SCALE: N.T.S 362 362 Y W! -II 362 I of 360 360 360 PRoxIMATE 3 358 o EXISING GROIIND o 358 358 o APPRII%IMAIa m % 356 D q ROUGH GRADE_ _ 356 m JI- - s�z -i._ T -- 354 356 I r I m m 354 354 -s rt asi ero I 352 352 PR EAST 350 N y OW1 NE 350 t- `i- - 350 348 ARY SUMP_ -._.L- - w 348DRELa GWITH PH sE z 7 348 346 346 �- -1---- 346 10+00 11+00 12+00 I LEGEND: W I I I I g© n ! M POVC POINT ON VERTICAL CURVE 12+00 12+75 CL w j, I I - BEGIN VERTICAL CURVE CONSTRUCTION zg o ELEVATION o o I o IINGMA(�RGIlA � m = � t B.C.R. BEGIN CURB RETURN � POINT OF INTERSECTION •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME E.C.R. J_ j- I. �? APPROXIMATE I q F4J a rn i q H� m N E ROUGH GRAD77 BEGIN CURVE PCC m � _ �r EC END CURVE TC TOP OF CURB INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ��n J z i -- -. - O --- -... pR0.O T_FL T FLOWONE ______.. P.O.C. POINT ON CURVE R/W CONSTRUCT W xRUCT W/FH ASE 3 I PROPERTY UNE I REMOVE W/PHASE 4 ANGLE POINT m EP. EDGE OF PAVEMENT C/G CURB AND GUTTER ti 344 ' -- -- 344 344 11+00 12+00 12+75 BOTTOM ELEV. = 351.7a 10+00 11+00 12+00 12+75? 10+00 BOTTOM ELEV. = 349.3' 366 SECTION _- B 366 r 366 ��� ' 7 TEMPORARY SUMP 364; 364 .._ _ a _ 1 364 SCALE: N.T.S 362 362 Y W! -II 362 I of 360 360 360 PRoxIMATE 3 358 o EXISING GROIIND o 358 358 o APPRII%IMAIa m % 356 D q ROUGH GRADE_ _ 356 m JI- - s�z -i._ T -- 354 356 I r I m m 354 354 -s rt asi ero I 352 352 PR EAST 350 N y OW1 NE 350 t- `i- - 350 348 ARY SUMP_ -._.L- - w 348DRELa GWITH PH sE z 7 348 346 346 �- -1---- 346 10+00 11+00 12+00 366 11+00 364 362 360 358 356 354 352 350 348 346 344 12+00 12+75 364 LEGEND: SECTION i g© ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE 12+00 12+75 CL CENTERLINE El BEGIN VERTICAL CURVE CONSTRUCTION ELEV ELEVATION EVC END VERTICAL CURVE TEMPORARY B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE m BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ��n J z i OF VERTICAL CURVE GB GRADE BREAK ______.. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY STORM DRAIN MANHOLE - REFER TO SEWER & STORM ORAN PLANS PA PROPERTY UNE A.P. ANGLE POINT m EP. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.& TOP OF SUMP 360360 B QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 7 EXISTING SURVEY MONUMENT DIRECTED D BYYENGINEER. APPROXIMATE + FURNISH & INSTALL STREET SIGN PER COB. STD. T -L + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- BURNISH & INSTALL STREET LIGHT -5600 LUMEN PER C0.B. STD. ST -14. -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER COAL. STD. ST -14. 366 11+00 364 362 360 358 356 354 352 350 348 346 344 12+00 12+75 364 D SECTION i g© 364 10+00 11+00 12+00 12+75 10+00 LEGEND 364 LEGEND CONSTRUCTION NOTES: TEMPORARY SUMP CALCULATIONS: RI-1VOLUME �- 7 TEMPORARY SUMP CONSTRUCT TWE °B° CURB & GUTTER PER C.O.B. STD ST -1. REQUIRED: 0.08 AF AREA: 1.34 AC, C=0.4 m o M •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME W, OIL M (1.34)(0.4)(0.15) = 0.08 AF m 362 0 0 SCALE: N.Ts -- o 362 O TAPER NUMBER - SEE TABLE NWI INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. VOLUME PROVIDED: 0.085 AF N 362 ��n J z i AREA(MID): (67'X37')/43560= 0.057 AC �� ______.. -- CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PIAN "A". 0.056 X 1.5' = 0.085 AF ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM ORAN PLANS 4•W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE w m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS -! CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. Y--- 360360 B SAWCEXISTING PER RESPECTIVE STREET SECTION OR AS -.-S- STM SEWER - REFER TO SEINER & S7DRAIN PLANS NOTES: > cas U 4 DIRECTED D BYYENGINEER. APPROXIMATE i $ O INSTALL TYPE III BARRICADE PER GALTRANS STANDARD PLAN 360 AND SEWER DETAILS. A73C WITH W-311CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE o _ STING GROUND -:i om +,. AND SALVAGE SIOGNN WITH THE CONSTRUCTION OF ADJACENT PHASE z + N -i �q P ft ATE-_ 358358 1ro0zw 7000; 1. -HOLD I R i G RADE ' s troza: w sa.00 8 F356 356 w ^ m+ 356jAPPRoA O � F OIf 3 w VIA Ra Gx- II S-0.22% W Z `atl Lu O a 354 115T• • 3 354 _ - __-_P9¢P45ER. ROWUNE I L _-_ I I_ - 354 co 3„ z < n a1 ULU. coli IEMI ORARY SUMP_�-._-.--' SIRUCT TIH PHA 2 w m m;m ,`Pi 3�rJ� 1 REM VETH PliAl 3 1 jE : n W 352 o " IL n 352352 366 11+00 364 362 360 358 356 354 352 350 348 346 344 12+00 12+75 364 D SECTION Jn �-- g© 364 10+00 11+00 12+00 12+75 10+00 LEGEND 364 LEGEND CONSTRUCTION NOTES: TEMPORARY SUMP CALCULATIONS: RI-1VOLUME �- 7 TEMPORARY SUMP CONSTRUCT TWE °B° CURB & GUTTER PER C.O.B. STD ST -1. REQUIRED: 0.08 AF AREA: 1.34 AC, C=0.4 m o M •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME W, OIL M (1.34)(0.4)(0.15) = 0.08 AF m 362 0 0 SCALE: N.Ts -- o 362 O TAPER NUMBER - SEE TABLE NWI INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. VOLUME PROVIDED: 0.085 AF N 362 ��n J z i AREA(MID): (67'X37')/43560= 0.057 AC �� /-PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PIAN "A". 0.056 X 1.5' = 0.085 AF ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM ORAN PLANS 4•W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE w m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS M CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 360360 B SAWCEXISTING PER RESPECTIVE STREET SECTION OR AS -.-S- STM SEWER - REFER TO SEINER & S7DRAIN PLANS NOTES: > cas U 4 DIRECTED D BYYENGINEER. P6 SEWER MANHOLE - REFER SEWER & STORM GRAN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O INSTALL TYPE III BARRICADE PER GALTRANS STANDARD PLAN 360 AND SEWER DETAILS. A73C WITH W-311CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIOGNN WITH THE CONSTRUCTION OF ADJACENT PHASE z nxcGUs EXISTING ND + 358358 1ro0zw 7000; ILa s troza: w sa.00 8 F356 356 w m ^ m+ 356jAPPRoA O � F OIf 3 w VIA Ra Gx- II < W Z `atl Lu O a 354 3 3 354 - - - - T - 6 J - 354 co 3„ z < n a1 ULU. m • ml n ,`Pi 3�rJ� 1 I W 352 o " IL n 352352 - j N N 1.00'24" E 64.00' z 350 N 1'00'24" E 7000 350 5 L0.S PROPOSED EAST OYL NE 350 ` FL ..M 348 348 -- I coNs P LNR SUMP cT w xASE 3 - ---1 348 OVE W/PHASE 4 346 E DETAIL A 346 - 346 ] T» = 3O' J ZAA L L-- •__ --y ZAA 12+75 344 - ,w m v / o N Jn �-- g© O 10+00 11+00 12+00 12+75 10+00 LEGEND (CONT.): LEGEND CONSTRUCTION NOTES: TEMPORARY SUMP CALCULATIONS: RI-1VOLUME �- FURNISH & INSTALL TRAFFIC SIGNS PER C0.B. STD. T-19: ,CONT. C7 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TWE °B° CURB & GUTTER PER C.O.B. STD ST -1. REQUIRED: 0.08 AF AREA: 1.34 AC, C=0.4 m o M •IN -1" - STOP "R26(CA)° - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE OIL CONSTRUCT 4.5 (LOCAL STREETS) (1.34)(0.4)(0.15) = 0.08 AF m "R3 -7R° - RIGHT LANE MUST TURN RGHT -Il- END 0 0 COMBINATION SIDEWALK PER C.O.B. STD ST -5. -- o STORM OWN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE a INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. VOLUME PROVIDED: 0.085 AF ��n J z i AREA(MID): (67'X37')/43560= 0.057 AC ww -N /-PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PIAN "A". 0.056 X 1.5' = 0.085 AF ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM ORAN PLANS 4•W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE w m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS G -GAS IR-6RRIGATION S -SEWER CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. B SAWCEXISTING PER RESPECTIVE STREET SECTION OR AS -.-S- STM SEWER - REFER TO SEINER & S7DRAIN PLANS NOTES: > cas U 4 DIRECTED D BYYENGINEER. P6 SEWER MANHOLE - REFER SEWER & STORM GRAN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O INSTALL TYPE III BARRICADE PER GALTRANS STANDARD PLAN AND SEWER DETAILS. A73C WITH W-311CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIOGNN WITH THE CONSTRUCTION OF ADJACENT PHASE N Z 0 11+00 12+00 12+75 ml �1 SCALE: 1" = 50' 50' 25' O' 50' 100' QQpe E N PIN EPy4 > SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PIANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B AG O ® OVER GAO AGGREGATE BASE OVER 0.50' O.G. TO BE 3 34 3 6 m 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER c CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET S. PER C.O.B. STD. ST -7. (UNLESS OTHERMSE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TWE "A" A.C. O PAINT 1Y UNIT UNE USING THERMOPLASTIC PAINT PER CALTRANS , OVER 0.60 AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. - TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER COAL. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. F "FT9� 1L �P 4. ALL CATCH BASINS TO BE TYPE "A° WITH 3.5' OPENINGS O OF CALF P - - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 55' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) ,d 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TWE F FLEMBLE POST CLASS 1 DELINEATOR PER BOTTOM ELEV. = 349.88 O°i •"L7-.20 Know what's below. EDGE OF PAVEMENT COORDINATE APPUCATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C _s_ _lc_INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 13 °° Cali before you dig. BECKON LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT O CONSTRUCT TYPE MFORMED MEDIAN CURB PER C.O.B. �p F SECTION A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE DET. ST -18 ----- -- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER % TEMPORARY SUMP SHEET NIHERE 2 O PER C.O.B. STD. DET. T-33. SCALE: N. T.S SEC11W IS SHOGUN CITY RECORDS NO: ,w m v / o N N g© O V a Ihmill m o M _ o m F m 0 m N 0 0 o Z Ow I J a w V M ��n J z i ww -N 00- N N K w m w m N J J n Z > cas U 4 P6 s" N Z 0 IxW O � F OIf 3 w VIA IL 2 < W Z `atl Lu O a W > W n m O s Ll a d n z ~ W 6 J J O W W co 3„ z < n a1 ULU. H =s 3�rJ� W W � o IL 0 CANYON TRAIL AVENUE SEE SHEET 4 I eg a 1 w m� li I dao `J4'> Y� S � OSOtJ Ii y�,IwQJI Q'J 2 D' zD' S<��� LL>4IIJw 31: 0 o vi UU �ddmg�¢Y� 0l8 t' zdOm I I.i�a�i cr3 �rc 1± - Q N M++ ¢HIQ-o e1 ¢Q r UNVI20 aON zaa 4 m 1 00 N01.00'24•EN 5-11+00` 280.00' T1 D--{---J .D 1 2 4 I n JI ml n mI 411 I � c 0 1 N .. �N _- 5' 1 ++ '^ r^ 20' 20' baa 42 VJ r VJ 45 I D iI30 wnn �.' CANYON TRAIL AVENUE SEE SHEET 4 368 366 364 362 360 358 356 354 352 350 3 8 T ----- -�-62BN9 20' ;20' n I 23 II II I 30' 11130' g� 5 (TyP PHASE 1 / n � n g 5 a zi I PA J I J 1 d voi n o I V j N M j N Q I Q Z 3 4 Y$� 5 ,R PA 1 Um1 I V N I N N I / H QOLL ZNtOY WILL 00 MI O Q - I 'ate JJIJ > 'I>J JJ,J� JJ JJIJ ¢-% (��' zoo Of of oiJQ do ,¢°'il J.ca i4 Ii QJJQt� (J ti ULL 8$4. 22 d >0 111wY= 0000 >O YSS w � Rt' � wpr �-'$Cw•' 10 UOO OO ,Iyp Qom. GOO oOI�R WOO OOIS �O Ol m• [V ell I•� O(o P 9 ± N omBlm o�dlo^ NN pro ,m dd a���� �r ++ < ++ �O � m ¢ p sp s�Ir N 6` � D.NN QNUNNz00mfA .- y�,(1b _ w Y dd cR d M" �GVO 11. L _ R/W w r oy� r �marrt-i o_y,n Q rn /^ 4�p0 G� i / W /'R IN I zti�n x t- - Q ♦�"�♦howo�' �� I (�) a. 1 2 >: I _ 1 2 W♦ S 3« 12+00 S .13+00-5 8"S X�14+I00 2 -_15+00 8 ( �i�" y� 40.00' _ 5+ m 1 N01 Yx124"E� 24'D N 3 1 4 1 280.00 1 2 N W 36 D a 1 Y :St E 10 1 2 « 1 8 1 Q V 0 7 I I ♦ m S1 R/W o 1 n, ♦ 3 OII 6 II 1 I RSV n 18 3 ,. TA. 16±325iF_L � I 5. 30 D' 30 1 1 I 40 I I DRIVEWAY c I p p 1 20« m $ 3 8 8 8 1 z STA. 16+47.51, F.1- -5 L 1 0 d «I 2D 9 2 Q O .. s N e7 j N 30' --800+_8+ ` CURVE RADIUS LENGTH 8jp DELTA 1 =w 31.42' 20.00' 90W'00° UI` 35.00' 13.70• P.R.C. 2225'42" 3 84.00' 197.71' 202.08' 13451'24' 4 35.00' 54.98' I. tiLL ZN u+} 00 f ST0. 15+82.65 C.L. 87.05 RT. _ I __ _ a' M 1 re .Iy� j I NRLL N N CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS W � O O• i W o o J _` r 5• STA, 16+71.00 F.L. 29 N- OIQ m m _ M T.C.S. TOP OF SUMP I ++ :+ p.NN iA mw_w 0 U C.O.B. STD. ST -13. M EXISTING SURVEY MONUMENT hT - I 7 C! r ♦ - 10 �� ZO mtAN I rcj u wm_'�` FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD: T-1. 1 Q 2 I; ¢ -6- 39 LUMEN PER GOB. STD. ST -14. 20' I 20' I TREE AVENUE m N N SEE SHEET 5 PHASE BOUNDARY 4. All CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS 1 N Q � � d I¢ y N m N NI 30' 30' STA. 15+80.00 C.L. 100.40 RL = STA. 16+84.70 F.L INSTALL TYPE F FLEXIBLE POST aASS 1 DELINEATOR PER IpROPOSFA WEST NiJNE4l ! -_ 7­11W�FLOWll N O CALTRANS STANDARD PLAN A73C. - 5--0.90% ' "M" SECTION LETTER BRISTOL SPRING AVENUE �\ BANDELIER DRIVE STD. DET. ST -18. -- -- -- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE SEE SHEET 2 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER .' ASHfT:T Wf6RE 2 SEE SHEET 2 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90W'00° 2 35.00' 13.70• 6.94' 2225'42" 3 84.00' 197.71' 202.08' 13451'24' 4 35.00' 54.98' 35.00' 90'OObO' i8O OOd L OdW Ci � dao 360 356 358 354 356 352 354 N N 352 348 -� � 346 7,10 •T. and mo1I sW Conlan, to E.C.R. END CURB RETURN PRC mom^S oo �Y(�� ZN u+} 00 f Q APPROXIMAIE� a` � EXISTING o ci I __ _ Engeieer. lire mDAo beteg ramped and b o mare of SO' h PIVC PONT OF INTERSECTION re .Iy� j I NRLL N CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS qI R/W i W �aa J _` 20 �-f mg Z6 p EP. EDGE OF PAVEMENT OIQ m m _ M T.C.S. TOP OF SUMP I I QIQ-FQ-OI�j U C.O.B. STD. ST -13. M EXISTING SURVEY MONUMENT hT - I 7 C! r ♦ - 10 Umin ZO mtAN I rcj u wm_'�` FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD: T-1. a U dI- APPROXIMATE EXISING ND _. __ I 1...._ �i W L [ __..__ _ '--BOSDN�`GR _ _. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -6- 5 LUMEN PER GOB. STD. ST -14. -- LINDEN TREE AVENUE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SEE SHEET 5 PHASE BOUNDARY 4. All CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CREEK BEND DRIVE JOSHUA TREE WAY STA. 10+00.00 C.L. TO 15+60.00 C.L. STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL -- - r r-- T__ ---r 368 364 4 10+00 11+00 12+00 13+00 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 348 350 346 7,10 7AA and mo1I sW Conlan, to E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE oo SC BEGIN CURVE If M u+} m _-__ ¢ f Q APPROXIMAIE� a` � EXISTING o ci I __ _ Engeieer. lire mDAo beteg ramped and b o mare of SO' h PIVC PONT OF INTERSECTION GROUND I TOP OF PAVEMENT j I S=-0.25RI GRADE BREAK CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS P.O.C. PONT ON CURVE R/W i W of Z y J _` A.P. __' J l I I __ _-_ IRI -_ • W 1. _. W _ -__. ,_ p: EP. EDGE OF PAVEMENT OIQ CURB AND GUTTER _ M T.C.S. TOP OF SUMP I I Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. M EXISTING SURVEY MONUMENT O mow amble oxo aAd ant n Ix6 Rwa rS d Oft goer bdog aufoad FaW all suapWe ako - I 7 C! r ♦ - 10 _. �� Lg ti w In a_ l U a a �_x rcj u wm_'�` FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD: T-1. a U dI- APPROXIMATE EXISING ND _. __ I 1...._ �i W L [ __..__ _ '--BOSDN�`GR _ _. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -6- FURNISH & INSTALL SKEET UGHT-9500 LUMEN PER GOB. STD. ST -14. -- - - - I -- --� - --�-----i--- `_ --i '-_-,.. �S= 025% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. All CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 ` EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 'NTH 12 INSTALL TYPE F FLEXIBLE POST aASS 1 DELINEATOR PER IpROPOSFA WEST NiJNE4l ! -_ 7­11W�FLOWll N O CALTRANS STANDARD PLAN A73C. - 5--0.90% 6. INSTALL W-31(GA) SIGN WITH 01 MARKER AT THE PHASE "M" SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 -+ A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE ROPOI-_ + T rt STD. DET. ST -18. -- -- -- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER .' ASHfT:T Wf6RE 2 4 10+00 11+00 12+00 13+00 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 348 350 346 7,10 7AA f T-- LEGEND: - I 8 pci ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE 15+00 15+50 CL CENTERLINE BVC BEGIN VERTICAL CURVE Q ELEV ELEVATION m END VERTICAL CURVE SECTION)/ 'A -A" B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION and mo1I sW Conlan, to E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE oo SC BEGIN CURVE If M u+} m _-__ ¢ f Q APPROXIMAIE� a` � EXISTING o ci I __ _ Engeieer. lire mDAo beteg ramped and b o mare of SO' h PIVC PONT OF INTERSECTION GROUND I TOP OF PAVEMENT j I S=-0.25RI GRADE BREAK CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY S 0. OR PA PROPERTY LINE A.P. I I EP. EDGE OF PAVEMENT PROPOSE D WEST F. MNE CURB AND GUTTER If Curb WW gutta and body o1 Wrmeh SW be poind T.C.S. TOP OF SUMP sw"IdA not nwwdiNKdp 364 362 360 358 356 354 352 350 348 346 J zAwA 14+00 15+00 16+00 17+00 J14+00 15+00 15+50 368 - 368 364 366 - - - �- - 366 362 364 364 360 362 I � � wj I 362 358 360 360 356 8 I { o W 8 m 358 ._'_ IPPR h ST1y 1 + ®+ APPRoxWLATE g n 58 35 f �� M u 3 4 m a - - EXISTN(i GROUND d rc 356 �� _ c GIRWN a w - + - , - w w 356 352 . L L 54 98 354 - - - - -- L s o r o g m 61� 1 - 354 350 S_ 0.2 < ' ig 352 1- I_- EAST FLoxuNE - W 1 1352 348 __.._ PROP EAST FLOWIINE 350-- 350 346 348 J ��I 10+00 11+00 12+00 13+00 364 362 360 358 356 354 352 350 348 346 =Raw difine Ao• LEGEND: msartmt ro ocmmnoacre bd depM or Wpmah. LST ma.-2.0%mar. 8 pci ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE 15+00 15+50 CL CENTERLINE BVC BEGIN VERTICAL CURVE Q ELEV ELEVATION EVC END VERTICAL CURVE SECTION)/ 'A -A" B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION and mo1I sW Conlan, to E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE S=-0.26% !II SC BEGIN CURVE POC PONT OF COMPOUND CURVATURE J EC END CURVE TC TOP OF CURB Engeieer. lire mDAo beteg ramped and b o mare of SO' h PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT r A d aahrm m rfmmNm and tannin, ro Me ad' mt Repacemm pc OF VERTICAL CURVE GB GRADE BREAK CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY If BI, good tanaRioo and WYk On Dila cwt dWw any s PA PROPERTY LINE A.P. ANGLE POINT 0120' hrrn Me edge d coowh a an demfed Powmm! patch sad anMwm to ft MI of S7mdad Derail St -/r. EP. EDGE OF PAVEMENT C/G CURB AND GUTTER If Curb WW gutta and body o1 Wrmeh SW be poind T.C.S. TOP OF SUMP sw"IdA not nwwdiNKdp twmd is O&JI amt on coy Fngam Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. L&' EXISTING SURVEY MONUMENT O mow amble oxo aAd ant n Ix6 Rwa rS d Oft goer bdog aufoad FaW all suapWe ako 13 EWje d dim AWmod did be o MIN. of 25' Ran ad t loot &,a + FURNSH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD: T-1. 4 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -6- FURNISH & INSTALL SKEET UGHT-9500 LUMEN PER GOB. STD. ST -14. 364 362 360 358 356 354 352 350 348 346 =Raw difine Ao• to'm's. msartmt ro ocmmnoacre bd depM or Wpmah. LST ma.-2.0%mar. 8 pci 1- to-to Rm yI 11. 15+00 15+50 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION Q N m o O SECTION)/ 'A -A" via �w TING on and mo1I sW Conlan, to urn GROUND I I I S=-0.26% !II S=O B0% I, I I II I �PRUPUSIY I EAST iFl.GWllNE� J 364 362 360 358 356 354 352 350 348 346 =Raw difine Ao• to'm's. msartmt ro ocmmnoacre bd depM or Wpmah. LST ma.-2.0%mar. 60• mh 1- to-to Rm 14+00 15+00 15+50 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION O SECTION)/ 'A -A" via ® ITEM OF WORK - SEE SCHEDULE L AN wmBmmsap and mo1I sW Conlan, to a EWansm poor Sw mderhi sw om m of pretormed saps of ow Wy me moans or on,aaifi mN1M rl RarIW sod d m*,, imlimt novo Pp x! oat cm/am to me requYsmmts N Ne 1Taro of artix DWarow f ooac am w *KaRaoanA SYmd.* SO iRraBos' hWeaox knolm m 3'taaads '&Mhws mrrmr Cit wd edtia R Sectims d ads600 ddw WprooM aBng msowd /a rgsfacammt • r�%'° dwo be aWur d Na AmlawmWldmarec&da the at 2 A axrast Street Pamit moved by the CRY N Engeieer. lire mDAo beteg ramped and b o mare of SO' h Bowsw PGORt Xh*s Apartment mast acamPmy lwq& and =bads *0 App WIN mafas,bhr a zae /8n, d Wok eohh Me LAY t -o>- Y +iyh r A d aahrm m rfmmNm and tannin, ro Me ad' mt Repacemm pc CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS erstiq Mnpomamfs Wiles oMwnse dwec&d by the CRY S*W. hue b amok and J. SJbpme sago an eaded CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS to aectkw ad ro wanton, d0' may be poaW aga8rst edNhy pow'imiG Acfaws bdog rand -15 7 by ASW 9- 1557 ro a m III an no b y AS If BI, good tanaRioo and WYk On Dila cwt dWw any s 61 p' of "Id 6"bdor tW d sdpodA fngrrw. ONWIMSA ow Wbb^9 pr: dro1 be aural a mkno'llen t Cmaete for drw gprmch droll caslam to the 0120' hrrn Me edge d coowh a an demfed Powmm! patch sad anMwm to ft MI of S7mdad Derail St -/r. mplhmmts or Me Sfmdad .$neef&MBww fa mAa 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN tmook II Mot cmtmt 505 ®/m ed� If Curb WW gutta and body o1 Wrmeh SW be poind anode am contain no ad6BW unions tow sw"IdA not nwwdiNKdp twmd is O&JI amt on coy Fngam A73C WITH W-31(CA1 SIGN AT PHASE/FRACT BOUNDARY. REMOVE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 12 No ctiw WproWW awatnwRan and be pmMftsd in shed a S tench form ahoy aulaced m Na sideIplowL5' day cab mtums O mow amble oxo aAd ant n Ix6 Rwa rS d Oft goer bdog aufoad FaW all suapWe ako 13 EWje d dim AWmod did be o MIN. of 25' Ran ad t loot &,a be WBBd hwi *Ny A'M to piamlmt of IXWQote ft Etl➢Nf9 a4 M h good aadMon. may be numat am mwwd 6 awado droW he bw*d WWMA ftW ad Ron JI curry In mmov ro cmirmtia, of nem, rcabnud dim qpm d K9ht &w f WA hmv** of fi blMog Wpmah a wldmiho of III Wpmsch OF epao swftw did rWdw a 0I sTp&elim Of wboe 'mow, deed aurin? avpawd mnhrm4 In anode ba tWt .W mmetp U04 wmd it yWad W� Y. EWanA1s ,ahfs sdd be awt 1*19 d - d mdad Wyroaah. 1&d 0 pfm phis, 2d' too°'• eo dd se pAmd d cmfa or Wmaoa mM d rod' mv8num htawa ad m &rated by ore CWy fwoh%a L i° 4 45.1 SCALE: 1" = 50' 50' 25' O• 50' 100' 0'v 17"" ,w m 0 N 14+00 15+00 16+00 Rm 14+00 15+00 15+50 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE 'B" CURB & GUTTER PER GOB. STD ST -1. "R1-1" - STOP "R26(CA)" - NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT 4.5• (LOCAL STREETS) "R3 -7R' - RIGHT LANE MUST TURN RIGHT '01(CA)" - END COMBINATION SIDEWALK PER C.O.B. STD ST -5 --- D STORM DRAIN - REFER M SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE C.3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS 4•W UTILITY: W -WATER D -DRAIN R.S.P. ARBA, 2002 RSP CASE "A". CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS G -GAS IR -IRRIGATION S -SEWER O CONSTRUCT 6- BLOCK WALL PER WALL CONSTRUCTION PLANS O STING E.P. R RESPECTIVE STREET BECKON OR AS 5 SEWER - REFER TO SEWER & STORM DRAW PLANS NOTES: DIRECTED BY Y ENGINEER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O INSTALL TYPE NJ BARRICADE PER CALTRANS STANDARD PLAN AND SEWER DETAILS. A73C WITH W-31(CA1 SIGN AT PHASE/FRACT BOUNDARY. REMOVE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20• TYPE *B` A.C. AND SALVAGE SIGN TH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50 O.G. TO BE © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. OSI PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS w� WWW W TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO Z STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. All CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 'NTH 12 INSTALL TYPE F FLEXIBLE POST aASS 1 DELINEATOR PER COORDINATE APPLICATION OF RELOCATION CITY. N O CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTALL W-31(GA) SIGN WITH 01 MARKER AT THE PHASE "M" SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE FORMED MEDIAN CURB PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. -- -- -- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER .' ASHfT:T Wf6RE 2 PER C.O.B. STD. DET. T-33. SCALE: 1" = 50' 50' 25' O• 50' 100' 0'v 17"" ,w m 0 N W Rm > ZU CSI V a m � w1 o m = Q 0U 0 Q J won � n w co 00 N (>: w Y m m � m V Z _7 U 4 N O a J O yj~ZED Q � Lu J - W Bc<H= LU d O�WO am0°ef > WaIrW a> _ ~ 2 J O 1- z W G Lu W < U m W 6 6 Ic 1 JI W U4 a' W QD MM W W a LL0 0 0 O N J V T r STA. 25+84.74 3Do LT. STA. 25+89.74 4.00 LT. STA. 5+94.74 4.92 LT. STA 25+99.74 5.67 LT. STA 26+04.74 6.25 LT. STA. 26+D9.74 6.67 LT. STA. 26+14.74 6.9 T. $ PRC 7.00 LT. ogvnfeooASTRICU71W RETENTION BASIN CANYON TRAIL AVE. GOSFORD ROAD STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Curb & Qitter par Standard Detoi ST -1. YLrb Mew per Standard Data# ST -la Score Mork 1 I I 1 I o 1 I � 0 I I I: r- - 1 I H "filed plane Joint 1 i H _ .. NOTES Score Nark sev Note 7 15ponsw Jamt - . dup Weekod Joint see Note Z 100' 3T, min. at future sipsaued hiersectlans Rf�t-of-xa, i I *4.5' an of loam' sheet; unless oMaxcce deeded by the City fngkreo ' Yortobfe 5:5' an d mterd and ca4ector sheets one an all load streets that ore -pcent to schools ho,Witds commercial or mMNshd areas or as offe Wse, directed by the City Engineer. LEGEND; X� ABBREVIATIONS FL FLOWLNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TCW OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A.P. ANGLE PONT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TOP OF SUMP Swats shill align with erfstkg pmt V score lira Replacemot (iJ FURNISH & INSTALL SURVEY MONUMENT PER CO.B. SN. ST -13 EXISTING SURVEY MONUMENT Q'ty riot -of -ropy -+-- FURNISH & INSTALL STREET SIGN PER CO.B SN. T-1. FURNISH & INSTALL METRO STREET SON PER C.O.B. SN. T-1. -� FURNISH & INSTALL STREET LIGHT -5800 WMEN PER C.O.B. SN. ST -14, $ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.D.B. SN. ST -14. Curb & Qitter par Standard Detoi ST -1. YLrb Mew per Standard Data# ST -la Score Mork 1 I I 1 I o 1 I � 0 I I I: r- - 1 I H "filed plane Joint 1 i H _ .. NOTES Score Nark sev Note 7 15ponsw Jamt - . dup Weekod Joint see Note Z 100' 3T, min. at future sipsaued hiersectlans Rf�t-of-xa, i I *4.5' an of loam' sheet; unless oMaxcce deeded by the City fngkreo ' Yortobfe 5:5' an d mterd and ca4ector sheets one an all load streets that ore -pcent to schools ho,Witds commercial or mMNshd areas or as offe Wse, directed by the City Engineer. I X� L All workman up and matends shut walml to the o pkobte 6 fiyansian joint Yak, molar/? shut consist of prekvmed U Y Q Iwo sections of the .giedficattru, enNNd'Stole of Cob%mnio, Strips of amoNe, fegisat cmnpound that conforms to Me C I¢ 9 Department of Tmasportoths; Standard �ec&v ians. hereafter Wkmnwls of Me Stondmd SpmfRcalu s. .,,,.o ,.., .b known as Standard Wticatimrs, almost City qoprorwd edAim.. 9 Sections; of erisfwq side** being mmovd for replawmit shut "" be svonlot at Me limits of ronomf as diredd by the Cgv fogsee- OK A? -AA 2 A mwrent Sheet Permit 4 wd b Me Cit of Bdershdd y Y Me sectio being rammed shut be o min. of 50' fn length and Publk Wanlor Depotment must accrnpany all work wiMm the Swats shill align with erfstkg pmt V score lira Replacemot Q'ty riot -of -ropy shut canhem in dmmsbn and /notion to the adpcaet astkg J. 907mis shat be constructed hue to grads and moss section mproremots unless otherwise dkectd andamnpacted to 90R' of maximum dry density as detemsised by la Rob»otkn sidoNA shut be used at mtosectione and bus steps • A57M 6-1557 to o depth of 60' blow tap of subgrade on d atom/ and Mkctm sheets and maybe used at cul -da -sacs ;i 4. Co ode for sidewdk std conform to the mWionents of and keacktas an food sheets AN other uses of cmnbooMea srdxdk Me Standard Speci6atians for minor wovNe (ark. cernerit are subject to Me approwl of the City fngmeer. mutant of 505 iblea )r1J. Concrete shut catom no df6m; 11. Any d or;bti n from standard in 157kh, caor, or moults used ontew pyla- go mW u obtnased hum Me City Engkeer why mg"- prim wvd ham Me City Engneer EGi END CONT.): LEGEND(CONT.): CONSTRUCTION NOTES: S lobar forms shut be surfaced an the ante placed not to Me 12 Freestone m sdexAk types must be approved by Me RI-1cancmte 'B" and shodbe out less than 0' tNck after being City Eno - FURNISH & INSTALL TRAFBC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1CONSTRUCT TYPE CURB & GUTTER PER C.O.B. SM ST -1. surface, Forms and wbgrode aha be wetted emnoMely 13 All sidewo& cmrsbucbm shd eanply with mment °R1-1" - SNP *"CA)" - NO PARKING ANYTIME ® ITEM OF WINtI( - SEE SCHEDULE 2 CONSTRUCT 4.5' (LOCAL STREETS) pnm to placement of c "is mgusemmis far ADA. *R3 -7R' - RIGHT LANE MUST TURN RGHT "W31(CAT - END COMBINATION SIDEWALK PER C.O.B. SN ST -5. 6 Comte surfaces she# be Crowded wx* edged and -- o STORM GRAIN -REFER TO SEVER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. then ren a f t brown finish. pmmedmtei aNar fiakfi p Y Q i/me a o/ d expose surfaces shut mcumopover mn: so/Is oto Me STANDARD IwxrN �-PIPE SIZE 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN c o pigment- curing compate curloce g (a ,rou ® STORM DRAIN MANHOLE - REFER N SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D-0RAIN R.S.P. ARBA, 20D2 RSP CASE "A'. Stan e Stadmd Specificonfig Canund snface sfid be kept COMBINATION SIDEWALK weaan s Asx CATCH BASIN REFER N SEWER & STORM DRAIN PLANS G -GAS IR -IRRIGATION �5 CONSTRUCT 6' BLOC( WALL PER WALL CONSTRUCTION PIANS. mast until Me curare compound is app/led eoe - S -SES N.T.S. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS 7. £xpamove pmts shut be constructed at each she of nwcr Na - S SEWER - REFER N SEWER & SNRM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. shve meg of ends of owb mhums and at 60' max. ktowis .nreaxn "wed phone joints, 20' deep, shut be pfaed of ta0' CITY � ST -5 ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. AND DRAIN PLANS FOR STORM DRAIN 7 O INSTALL TWE OI BARRICADE PER CALTRANS STANDARD PLAN ASC WITH W-311CA) SON AT R CALTRANSSTANDARD BOUNDARY. REMOVE latawls with 0.25' deep same marks at S0'stalk. C ALFORMA AND SEWER DETAILS ® SEWER CLEANOUT - REFER N SEWER & STORM DRAIN PLANS 2 LOCAL STREETS - PAVEMENT N BE 0.20' TWE "B° AC AND SALVAGE SON TIN THE CONSTRUCTION OF ADJACENT PHASE. murams eulluc watts oII+u+xNExT OVER D.40' AGGREGATE BAS: OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SN. ST -9. CO.B. SN. DET. ST -7 ON SHEET 8. PER CO.B. SN. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE °A° A.C. O9 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS TRACT BOUNDARY OVER D.6D' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-D2ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SN. ST -9. ., ,.. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TWE "A" 'NTH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. - - - - CENTERIJNE PER C.O.B. . -, SN D UNLESS NOTED OTHERWISE 14 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SN ST- COLLECTOS S ARTERIAL � / ) SCALE: 1 " = 50' EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 'NTH 12 INSTALL TWE F FLEXIBLE POST CLASS 1 DELINEATOR PER • COORDINATE APPLICATION OF RELOCATION CITY. CALTRANS STANDARD PLAN A73C. 50' 25' O' 50' 100' Ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE "M" SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TWE FORMED MEDIAN CURB PER C.O.B. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SN. DET. ST -18. --- SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER WHERE 2 PER C.O.B. SN. DET. T-33 KlIOW WhaYS below. rc *SHEET Call before you dig. I