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HomeMy WebLinkAbout1.1-6250 Ph 9 Rec DrawDIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B.C.R. 'CENTERLINE STORM DRAIN W LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. - - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1" - STOP "W31(CA)" - END "R6 -1" - ONE WAY "W14 -1" - DEAD END "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET "R26(CA)" - NO PARKING "Wl -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW "R4 -7" - KEEP RIGHT "Wl -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TRACT BOUNDARY UNIT BOUNDARY 'h EXISTING E.P. 01 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -6. N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -6. SECTION DESIGNATION: SECTION LETTER L -- -- A 2 SHEET WHERE SECTION IS SHOWN 11 ,� II / II � I I II / II �i II II II r II /i I Y I I II I � LIP CURB CURB I III AND GUTTER I �� //,-AND UTTER WG CURB I III SIDEWALK 6' WING LANDSCAPE I I TYPICAL CATCH BASIN LOCATION AT CURB RETURN- N. T. S . IFCORU DRAWING VICINITY MAP SCALE: N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. 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. LIST OF MATERIALS ITEM UNIT STANDARD NOTES A.C. PAVING TESTING NOTES: TONS 676 CL. II AGG. BASE 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SP 7- 39.01 CUYD SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., CURB AND GUTTER LF DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL LF 1206 ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 2, THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND SOFT OF THESE PLANS: THESE SPECIAL PROVISIONS. EA ST -1, ST -6, ST -7, ST -9, ST -10, ST -11, ST -12, ST -13 STANDARD STREET NAME SIGNS EA. ST -22, ST -23, ST -24 T -1 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF EA. 0.20' TYPE "B" ASPHALT CONCRETE OVER SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. LF 0.40' AGGREGATE BASE (PER NOTE 15) OVER V) 0.50' O.G.. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED LOCAL STREET Q LENGTH LF 1522 O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) C.O.B. STANDARD ST -13. ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR BAKERSFIELD STD. DWG. ST -22. "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 0) OO TO BE INSTALLED THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY W 9 O EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 5 -r INSTALL TRAFFIC CONTROL SIGNS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE N co INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 ENGINEER. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE M w -<D-- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 4. ED INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. ENGINEER'S REVIEW AND APPROVAL: LL 0 a STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EACH SEWER LATERAL. EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. MINIMUM OF 6" THICK. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 10. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 4. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PAVEMENT GRADE. 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 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR PAVEMENT SHALL BE SAW CUT. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR STANDARD SPECIFICATIONS SHALL BE MET. ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL CONSTRUCTION, LATEST EDITION ( "GREENBOOK "). AGGREGATE BASE MATERIAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS LIMITS OF CONSTRUCTION. BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. OTHERWISE PERMITTED BY THE ENGINEER. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% SMOOTH, TAPERED CONNECTIONS. OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. BE SUBSTITUTED WITH PARAFFIN. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE STANDARD DETAIL ST -22. LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING 18. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 19. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT PROVISIONS OF SAID PLAN. 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 BASIS OF BEARINGS THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM THE BEARING OF N10'15'14 "E, SHOWN FOR THE TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER CENTERLINE OF MABELTHORP DRIVE PER TRACT No. APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE CONFORMS WHEN PAVING OPERATIONS RESUME. OF THE KERN COUNTY RECORDER, WAS USED AS THE ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL BASIS OF BEARINGS SHOWN HEREON. DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. A PENNY BRASS TAG MARKED IS 4383" WILL BE SET WITH EPDXY ON TOP OF THE CURB FOR A WITNESS IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER CORNER ALONG THE PROLONGATION OF THE PROPERTY THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING LINE FROM ALL FRONT LOT CORNERS. A 1/2" DIA. ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT REBAR WITH A PLASTIC CAP MARKED IS 4383" WILL \ CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT BE SET T ALL REAR LOT CORNERS, EXCEPT AT BLOCK I WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE WALL LOCATIONS, WHERE A PENNY BRASS TAG MARKED I I TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE IS 4383" WILL BE SET WITH A CONCRETE NAIL IN THE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE WALL ALONG THE PROLONGATION OF THE PROPERTY DENSITY REQUIREMENTS. LINE. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS BENCH MARK: EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT I SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE I REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE I INDEX OF SHEETS II ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE P S ECIFIED SURFACE SHEET TITLE I TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH 1. COVER SHEET I EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE 2. GUILDEN GROVE WAY ' OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. STA. 11 +98.48, C.L. TO STA. 13 +26.81, C.L. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. BANTRY BAY WAY `I ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE STA. 11 +51.00, C.L. TO STA. 14 +17.41, C.L. I LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST BERRIEDALE WAY I` LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE I I PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE STA. 10 +00.00, C.L. TO STA. 12 +61.87 C.L. II APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND I 3. WINTERBOURNE STREET THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. STA. 10 +00.00, C.L. TO STA. 14 +82.57, C.L. APPLIED TO FINISHED DEVELOPER'S THE G SEAL RE UVENAT NG AGENT OR ASPHALTIC EMU SON D RECTEDXBYNTHE ABERCROMBY DRIVE ENGINEER. I STA. 10 +00.00, C.L. TO STA. 13 +69.42, C.L. , I' COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & 4. DETAILS II LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. II II O¢ AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. s' WING W/2, UNLESS SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON APPROVED ENGINEER'S / I J II ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. CENTERLINE STORM DRAIN I Q DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B.C.R. 'CENTERLINE STORM DRAIN W LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. - - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1" - STOP "W31(CA)" - END "R6 -1" - ONE WAY "W14 -1" - DEAD END "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET "R26(CA)" - NO PARKING "Wl -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW "R4 -7" - KEEP RIGHT "Wl -1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TRACT BOUNDARY UNIT BOUNDARY 'h EXISTING E.P. 01 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -6. N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -6. SECTION DESIGNATION: SECTION LETTER L -- -- A 2 SHEET WHERE SECTION IS SHOWN 11 ,� II / II � I I II / II �i II II II r II /i I Y I I II I � LIP CURB CURB I III AND GUTTER I �� //,-AND UTTER WG CURB I III SIDEWALK 6' WING LANDSCAPE I I TYPICAL CATCH BASIN LOCATION AT CURB RETURN- N. T. S . IFCORU DRAWING VICINITY MAP SCALE: N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. 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. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 676 CL. II AGG. BASE CUYD 691 SUBGRADE PREPARATION CUYD 863 CURB AND GUTTER LF 1479 6" CURB LF 1206 DRIVEWAYS SQFT 7480 SIDEWALK SOFT 8819 HANDICAP RAMPS EA 9 STANDARD STREET NAME SIGNS EA. 10 5800 LUMEN STREET LIGHTS EA. 4 MONUMENT ENCASEMENTS EA. 9 SAWCUT LINE LF 146 V) o LOCAL STREET Q LENGTH LF 1522 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS KIR VEST. TENT. UNIT TR. 6250 9 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. i APPROVED BY: ROG A. McINTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS E. FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12 -31 -16 REVIEWED BY- ASSISTANT PUBLIC WORKS DIRECTOR DATE DATE REVIEWED BY: ,/% 31% TRAFFIC ENGINEER DATE 2 4 ` 10 11 ZD ti / �� 9 Q 12 \ 21 30 2 1 31 8 \ t -1 S ✓ 13 1213 \ i9 P�� y45H ANEEEF` ER IPgTF 6 1415 �F,� 18 \\ 27 28 1 PRIVATE �Qj� 17 i EXISTING RETENTION BASIN SUMP BOTTOM= 349.00 C14 12' WIDE FLOWAGE AND EX. 18" DRAIN 18' WIDE SEWER EASEMENT TO BE ' DRAINAGE EASEMENT PER REMOVED 14TH DEDICATED WITH FINAL MAP Q DOC. NO. 0214163258, O.R- TRACT BOUNDARY UNIT oc� X. BLOCK WALL 3 m m o 0 �j ckf mod \ i L� J U U U N W O �• 1 I O O p JO I Q �O oC) \ I 18 ( U U��� WUUN I �I UI�� I w U�M 5w \ I I I } - Y.i ��N I� I - v;,�;M m PROPOSED / ra Q -�M ���I Idi � "'I ED I o rn R, m J-' WELL SITE \ 00 I I I Z t!') 0 tt) Lp W 00 c6 Q O N r 0 r 0 Q M \ U U + '- �rnrnj 3 + ¢ v + a o + +j > z Sp �NT� IJ Ill 11 ` s r ° p I pm + m ++ J+ m ++ J > r N j N N j cV r�'� J I\ M W pp O STq 1�QSF` 16 \ Q I I I W� o wQ a 0 I U< Wcp0 x CT - a ;z ¢ Q as Q I� ° d dl o Q dda l o ��d cn z �- z �a r- o cn - r �- + ° x0 O� ry w cn I 1 I p V) > cn cn cn c� v, cn c� cn I c� cn 2 I c Cr) co cn VJ - 5 cn ~ w 00o cc�c So\�� \ Z �< -- -- -- - - En RFbc611 c.P41 Aga \ g /6 4 P/L I 6 - - - - 11 +0 N -L1 1 �+000�/ - L2 - 2 I -11 13 +00 S S %S (6yc�� qo ♦ °D N 7 2 1 1 3 a. 7 a' /' - h - - - - - - - 2 5`J`I P/L a N 5 12'�N cn co FUTURE CURB �I n I N% I & GUTTER Ln' 10 I NI + ; I I 1 6 + w I co ?/ 21 0 20 ° p Q� °12 °� _- c���°� �'C6 v 0 od�06 000 �N a6 �i 1 -- �3 �- c� c~n m 0f ABERCROMBY DRIVE FRENCH PARK LANE m z z m J° d -4-4 J J SEE UNIT 12 �; i v v �,,_ SEE SHEET 3 cn STREET IMPROVMENT PLAN v _ 00 cdc P.O.C. /END TYPE "B" CURB & GUTTER/ cdcd m 0000 w M "n Y m . `r tO "' BEGIN 6" CURB ONLY v �� �� z �� �¢'a rnrn NN cpoc°° °pp+ STA. 13 +07.27, C.L. 19.23RT.= }� o+ o+ ++ o ++ m� ++ NN NN NN STA. 13 +10.80, F.L. oZ� JI 11 -r L' � cn in m � cn cn O V) cn o m V) V) w V> V) a6 cn cn m V> m 374 372 GUILDEN GROVE WAY (PRIVATE STREET) STA. 11 +98.48, C.L. TO STA. 13 +26.81, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 370 - w o cD 368 m W - w J UW 366 m cd e a- CO ° 364 1 0 A,PR0 w N I GROUN 362 _.. . . r ------- - - - --- 5= 0.25% 360 (CONSTRUCTED WITH 358 356 10 +00 11+00 12 +00 13 +00 374 372 370 368 366 364 362 360 358 356 14 +00 z U U pI O pM OD N c> c0 W - V) Z LINE TABLE LINE NO. BEARING LENGTH L1_ L2 N22'27'46 "W 89.63' N2227'46"W 151.50' L3 N01'11'58 "E 136.00' L4 N0111'58 'E 136.00' L5 N01'11'58 "E 1 145.41' 374 372 GUILDEN GROVE WAY (PRIVATE STREET) STA. 11 +98.48, C.L. TO STA. 13 +26.81, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 370 - w o cD 368 m W - w J UW 366 m cd e a- CO ° 364 1 0 A,PR0 w N I GROUN 362 _.. . . r ------- - - - --- 5= 0.25% 360 (CONSTRUCTED WITH 358 356 10 +00 11+00 12 +00 13 +00 374 372 370 368 366 364 362 360 358 356 14 +00 z U U pI O pM OD N c> c0 W - V) Z m J7 I v m tLI I - I 1 W I z� C7 mi I 3� 3 < Q w J ma rLu F- W < Ir mm J -i 26 z O 11 ilf Ld m� 24 o"S SEE UNIT 8 STREET s ~ Q Z U W U ' �cn sF N 3 X (J 4. o O UW da / II / Q / Z I �� NNI� Qlc� cn Q cf n v I + m V) zm ° STA. 12 +17.67, C.L., BERRIED LE WY.= °� 11+00 c�i °z ,yL - -- - LSTREET LIGHT m J7 I v m tLI I - I 1 W I z� C7 mi I 3� 3 < Q w J ma rLu F- W < Ir mm J -i 4 CJ U ilf Ld �`° 24 o"S SEE UNIT 8 STREET s IMPROVEMENT PLANS U W U ' �cn sF N 3 X (J 4. o O UW da / II / Q / Z I �� NNI� rl/ r� \R \ �w,n- D m N � m ,3 QQ Lj AS (~n V) �W S _-03i 6S S 14 15 16 N48-53'20 "E " 9' ® 11+00 0 P/L N i 21 F � 18 UNIT 9 4 p ilf Ld o; 24 o"S SEE UNIT 8 STREET 4 18 3 IMPROVEMENT PLANS U W U ' �cn t� r 3 X (J 4. o O UW m 0 �3 +C �d II ++> N W NN u W �I° Q ad Z I �� NNI� Qlc� cn Q cf n v I + m V) zm ° STA. 12 +17.67, C.L., BERRIED LE WY.= °� i n nI z c�i °z M - -- - LSTREET LIGHT Uw 6 �� I PER UNIT 8 io L5 4J N Lj NN> toU NNw ��w U� ° c �� O w Z Z z� W0 ��� ;z V) in u: W:m ��Q� V)V)H O m N 2 7 (D m co UNIT - !_j J O CJ LL: cZ J J L.S. ism (0(0 cn Mco �m 26 i 25 `` IU r r; V)� , LOT a� ++ + c(o( I� a rn r I M z w \z �� >° oo `- 3 0 ¢ co � \�- -ce r T r71 + LIj M �\ I c�cn w cnv, I� �I o of U) 5 c�N PAL 3 R� 6 - cn �W S _-03i 6S S 14 15 16 N48-53'20 "E " 9' ® 11+00 0 P/L N i 21 F � 18 UNIT 9 BANTRY BAY WAY m= 4 p WALBROOK WAY o; 24 o"S SEE UNIT 8 STREET 4 18 3 IMPROVEMENT PLANS U W U ' �cn t� r 3 X (J 4. o O UW m 0 �3 +C �d n f NOS[ cfl (V I ocnl ++> N W NN �oio�3 N j WQ +� W �I° Q ad Z I �� NNI� Qlc� cn Q cf n v I + m V) zm ° STA. 12 +17.67, C.L., BERRIED LE WY.= °� i n nI z c�i °z I 5 - -- - LSTREET LIGHT Uw 6 �� I PER UNIT 8 BANTRY BAY WAY m= 4 o} \ 19 a N 2 p�i� 4 18 3 W ` L. S. ♦ �6. �6 o - II II ' <0 w p LOT / ry s ��� ♦ / \ 0 5 0 + � W a o. ,wv �� O / mc�i r, zm3 00O BANTRY BAY WAY m= �(3 SEE LEFT THIS DWG. wv -j z U' Uz C3 Z ++° INTERSECTION C4 04 m� ��� a r-: o 00O ° STA. 12 +17.67, C.L., BERRIED LE WY.= °� M � cn c�i °z w o^o °o STA. 14 +17.41, C.L., BANTRY BAY WY. � Uw io L5 4J N Lj NN> toU NNw ��w N w c �� �w w Z Z z� W0 ��� ;z V) in u: W:m ��Q� V)V)H O c�V) cn BERRIEDALE WAY I W II °I BANTRY BAY WAY (PRIVATE STREET) \J\ (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 12 +61.87 C.L. STA. 11 +51.00, C.L. TO STA. 14 +17.41, C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL b� 1" = 5' VERTICAL - �. -- - - -- -T -- 374 - T - --T- 374 374 374 372 i- __ _ - ;r, - 372 372 � - o � 372 CIS co N N m cV \� M raj M M to U u- co 50.00' I W n j m "' a'3 uj 370 o ' - VERT. CURVE - -- 7 mU M rn � _ t 370 370 �m W w - W �� w 370 Of= C M O PO J J ID J co cD to _ U W W W w W w X w � O W W U Z W M rry M � m m cfj L cD r I W > - O 'at O Y R,- N _ cD cp cn OD of cn 368 ti, W - _- o = m o > > j 368 368 W W � �� -QI ;z 368 r W - -_. '� w h r7 ,"� m m '"� J W a ! N r7 co Z O C) O m 11 m N e W YM L>i.l mrr+j 00 oo0 W� OW W W �� ��p + + + O �I a + � <+ Y c0 J Q> J W + + �- W+ J J J U a - Q N N 366 �w w w J w o _ �, �, r� - - - -� 366 366 Zz - ° --+- m 366 ujr -� -_ �Wp a¢ - -?--u- 4 wv' l c�c�acyada facia +.- m + I { N m M nj 0.' F- U � pC, 4 WW � � � d N W � I �) Z < UU � I qo w N co C� to z m V) a cn a V) w a cn z m cn z - - + < J + - -- ' `� 364 364 PROPOSED WEST FLOWLJNE- -_ <<1 W 364 w ! I W as cn m _- - - >_ \ _. ` 364 spa° a __ -.- wm C n PROPOSED ST FL NE �' + ui z I m 362 m ' a W 1.33% - - - -- 362 362 0� _ _ - _ _ - - o_25q - _ - - �� _ S = -0. 362 = - S = - ` I S =1.66 f00W SEE UNIT 8 S = -0.3 cn I Dui S= -0.25% m APPROX. EXIST. �co 360 1 _ _ _.._ -J 360 360 + -- -- �-- GROUND 0 C.L - - - -- - 360 S = -O 39 Ii APPROX. EXIST. o z 0 358 SEE i GROU D C.L fL CATCH BASIN N0. 1 __ 3rJ$ 358 1 -W- 358 UNIT 12 r- ; STA. 12 +72.62, F.L. w a > U-i ?IM I NORMAL F-L. ELEV. 360.51 P.O.V.C. I m 3' 10 +00 11 +00 12 +00 13 +00 it 6 DEPRESSED F.L. ELEV. 360.34 P.O.V.0 356 c _ 356 11+00 12 +00 13 +00 14 +00 15 +00 CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION T.P. ELEV. 1 92.00' 106.52' 60.13' 66'20'16" 22) 10.00' 7.95' 4.20' 45'34'23" ❑ P.R.C. STA 12 +67.54, 15.00RT. STA 12+6&35, F.L SEE PROFILE 0 25.00' 39.01' 24.74' 89'23'51" 2❑ E.C. STA. 12 +74.68, 12.00RT. STA. 12 +76.30, F.L. SEE PROFILE 25.00' 19.50' 10.28' 44'41'55" 3Q P.R.C. STA 12 +12.86, 15.00LT. STA. 12 +15.29, F.O.C. 361.45' 5Q 25.00' 19.50' 10.28' 44'41'55" ® E.C. STA. 12 +20.00, 1200LT. STA. 12 +23.24, F.O.C. 361.37' 6 30.00' 23.69' 12.50' 45'14'26" R � LOCAL ST. R - 0 B.C.R. STA. 12 +84.00, 37.00LT. STA. 12 +72.98, F.O.C. 36205' (PRIVATE STREET) 7Q 10.00' 7.95' 4.20' 45'34'23" 26 26 ® 25.00' _39.27' 25.00' 90'00'00" © E.C.R. STA 13 +09.00, 1200LT. STA. 13 +1225, F.O.C. 361.64' 5' 6' -12' 12' -18' 18' 6' 5' ® 10.00' 23.09' 22.63' 13218'38" Q B.C. STA 13+24.00, 1200LT. STA. 13 +27.25, F.O.C. 361.83' VARIES VARIES I I ® 25.00' 20.81' 11.05' 47'41'22" ® P.R.C. STA. 13 +31.14, 15.001-T. STA. 13 +35.20, F.O.C. 361.98' 3' SIDEWALK I I 3' SIDEWALK 1� 25.00' 17.59' 9.18' 4018'32" EASEMENT EASEMENT ® 1536.00' 15.00' 7.50' _ 00'33'34" � E.C. - STA. 13 +38.28, 18.00LT. STA. 13 +43.15, F.O.C. 36214' 10.00' 8.00' 4.23' 4550'26" - DO B.C.R. STA. 13 +54.06, 18.00LT. STA. 13 +58.93, F.O.C. 362.35' I o m I 10.00' 7.91' 4.17' - 45'18'24" 11 E.C.R. STA. 13 +61.46, 34.73LT. STA. 13 +8202, F.O.C. 36298' I o o I 1530.00' 24.25' 12.13' 00'54'30" ® 12 P.R.C. STA 13 +78.92, 15.00RT. STA. 13 +81.35, F.L. SEE PROFILE CL 2% MIN ® 1548.00' 67.73' 33.87' 02'30'25" 03 E.C. STA. 13 +86.06, 1200RT. STA. 13 +89.30, F.L. SEE PROFILE 2% MIN. 2q, I ® 672.00' 35.57' 17.79' 03'01'58" - - 2 � » 14 P.C.C. STA 10+28.77, 1200LT. STA. 10 +28.65, F.L. SEE PROFILE ® 67200' 9.57' 4.78' 00'48 56 13 LANDSCAPE AREA 67200' 26.01' 13.00' 02'13'02" P.R.C. STA 10 +36.01, 15.02LL STA. 10 +36.65, F.L. SEE PROFILE 0.20' A.C. PAVING 10.00' 7.28' 3.81' 41'42'02" 16 P.R.C. STA. 10 +43.19, 18.00LT. STA. 10 +44.56, F.L. SEE PROFILE LANDSCAPE AREA J 0.40' AGG. BASE 4 ® 10.00' 7.14' 3.73' 40'53'06" B.C. STA. 12 +48.46, 1200RT. STA. 12 +48.45, F.O.C. 362.56' 0.50' COMPACTED O.G. .T.I. = 4.5 10.00' 24.03' 25.84' 137'41'22" 1 TO 95% RELATIVE DENSITY R VALUE = 654 ® 10.00' _ 23.09' 22.63' 132'18 38 » 8 P.R.C. _ STA 12 +55.11, 14.53RL STA. 12 +55.73, F.O.C. 362.52' 30.00' 23.69' 12.50' 45'14'26" 19 B.C. STA. 10+67.28, 35.4ORT. STA. 10+49.98, F.O.C. 36242' SECTION A ® E.C. STA 10+74.01, 18.00RT. STA. 10+74.01, F.O.C. 363.18' SCALE: NONE 2 21 B.C. STA. 11 +54.32, 18.00RT. STA. 11 +54.32, F.O.C. 362.98' 1" = 5' VERT. ®2 E.C. STA. 11 +61.72, 34.73RT. STA. 11 +77.41, F.O.C. 362.33' LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. REMOVE AND RECONSTRUCT EXISTING 6" CURB. REALIGN O1 CURVE NUMBER FOR CURVE DESCRIPTION F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(CA)" -END NEW 6 CURB TO TRANSITION FROM 17 TO 18 WIDE "R6 -1" - ONE WAY "W14 -1" - DEAD END Fil FLOWLINE STATION - SEE TABLE 02 CONSTRUCT 5 STANDARD SIDEWALK PER C.O.B. STANDARD. ROADWAY. ELEV ELEVATION EVC END VERTICAL CURVE "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET No. 3 22 M BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R26 CA " - NO PARKING "W1 -7" - DOUBLE ARROW ITEM OF WORK - SEE CONSTRUCTION NOTES FLATTEN GUTTER PAN TO ALLOW FLOWAGE ACROSS THE " ( ) O CONSTRUCT CASES A / F RAMP PER DETAIL 1 ON SHEET 4. X Fxp. 0 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW STREET. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7* KEEP RIGHT "W1 -1" - CURVE ARROW CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 14 5' WIDE LANDSCAPE UP TO UNIT BOUNDARY THEN BEGIN sT cIvl�- �\�P EC END CURVE TC TOP OF CURB R81 CA " - BIKE LANE "W3 -3" - SIGNAL AHEAD PER C.O.B. STD. ST -6. AND 6" CURB FACE PER DETAIL "2" ON SHEET 4. qTF OQ` PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TRANSITION FROM 5 TO 6 WIDE LANDSCAPE. aFCA��F OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS H N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. PER C.O.B. STD. ST -6. F.O.C. FACE OF CURB A. P. ANGLE POINT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS P/L PROPERTY LINE C/G CURB & GUTTER PIPE SIZE ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. NOTES: CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8 's- UTILITY 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. S=SEWER O7 EXISTING DRIVEWAY CONSTRUCTED WITH UNIT 12. STORM DRAIN PLANS. @o EXISTING SURVEY MONUMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. DIG ALERT ® REMOVE AND SALVAGE W31(CA) SIGN BARRICADE SIGN. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO -� FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION LETTER TRANSITION TYPE "B" CURB &GUTTER TO MATCH EXISTING BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. A O9 Call: TOLL FREE FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. - - - _ - - FLOWLINE. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - 800 - 227 -2600 2 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14. PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. -<D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN AT LEAST TWO DAYS ---- - - - - -- PROPOSED SAWCUT LIMIT LINE 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIF�ORNIA / ♦% J J CURVE \ I LENGTH Q On DELTA W c u) W U) ++ w Cj_. M M �� F- i M N z ¢a U (=)j o vv) i > ' S� w > / Lu M 4 m c1f 39.27 25.00' j --m Ld % c Q w ro Of MW �._ � UFJ- w 1; ai N ,p3c �g GV �6 W 7 rI U W m� ouj / 0 U-1 LLJ Of �¢ p0� w II 1`l � G�.• �' . 'S6• Dc6 �`L p��' II a �m � v G� �Oxxg`1 ' S6� o �'' P \O�J G pG o o v U1\11 J JC BERRIEDALE WAY BANTRY BAY WAY Oo _ m �dCV �Q 6`�� 00�� -�? 2 "� c° `�''�'M SEE SHEET 2 SEE SHEET 2 c' - S�C. �px6 Wv SS�PO��� ok5 �G 1px k� "b.\ SAP / 5 Gam• / �pX S�P S�P 374 372 i�- I 370 368 - -- 366 364 3&2- 360 358 9 +50 R 5' I 6' -12' VARIES 3' SIDEWALK EASEMENT m U I GU C6 L.S. LOT \ fix 6S. 1�' i J O J O O W N( px �. dLLCo cS�N 1 a• G G to ,n �(, O O' C`no- ��� w d? I I- W "' ci W I r+ + o o L..i M o oL' gyp- �� J g6• F + +> + +j i .. -, co Sip . �\F x11��fa •`L(�� "� w M M w 5 c°S 6 I L. S. LOT ����J m c~rQiN1�- m z I P -P L�B� LOT S 2 g P/L - - 5 �P 15 ° - - o ao I L o 1� 12 13 14 4 I� 5 81's 148 .76 - p 00 N 7 8 �' 6 8 "S 4 10 11 2 12 +00 S88'48'02 "E - � _ 00 N 3 13 +00 1 310.71' 14 +00 4 1618 O - 3 2 4 11 m N 5 P�__ I' � I 17 'n I 1 OO I cn n U in �` __3e 9 w w w _- -\ °0 0 n + >_ cp m i i Oo r Ln I �' o N+ m QO 3 + " QOOi of r7 Qf- + r `n w N ¢ " + �� 3 + '� 3 + , 0 o -I () I + �d JJ ��� a >`�' 3m Q >�' Q >� o EMI 18' 118' w �� 16 17 JJ N ° ¢ cn �W 26' 2 COO C� 01 UU (� (n ~ _j __j O JJ J 15 �� � � Z (� (n �(� Z �� W ++ UJ�11T � tDO 18 19 oiai N ci�w_j BANTRY BAY WAY U C, C) NN Q ao� w SEE SHEET 2 W NO 66 m NjuJ QQ MO ++ �+ o Li o z Q ��w Q-0on cS �� �' <Woa m NN Fa-F-Ow U) oZo WINTERBOURNE STREET (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 14 +82.57, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 23 22 21 II n� 0 J} 2 0 � JJ CU U Un n W ONO Ln W - CURVE RADIUS I LENGTH TANGENT DELTA 1 W 38.58' Cj_. M M M M N 10.00' U N > > j (o M 89.88' Lu M 4 25.00' 39.27 25.00' j --m 5 W W w w f Of MW �._ � UFJ- w 1; ai N v CF; `" W 7 rI U 24.03' 25.84' 372 -� 25.00' C V m C/i! + + + 25.00' o O Ni O O O CO + 7.50' 00'39'25" 1 10.00' 7.90' 4.17' �. N °�° _ STA. 14+23.43, 15.00LT. w wl w� 8.01' j > 370 > N McD U M STA. 14+30.57, 12.00LT. w m o+- moo -owW rjQ STA. 14+45.57, 12.00LT. w �? 4.23' 45'53'09" is W 7.90' C.0 w W O W . J m W -±-- om (n Z W W W -_- J 368 �- wm(n FQ- 25.00' -r 1 CTi N N Z J J W C4, N �WW �m CO S= -0.44% ^ J ^ d M Q n ~ _ 23 22 21 II n� 0 J} 2 0 � JJ CU U Un n W ONO Ln W - 4 S= -0.25% APPROX. EXIST. - - - -1-1 GROUND ® C.L. - - -- m - -i 360 � I Z,< 358 10 +00 11 +00 12 +00 13 +00 14 +00 m 15 +00 c� � LOCAL ST. R 26' (PRIVATE STREET) 26' 12' -18' 18' 6' 5' VARIES I I I I 13' SIDEWALK CURVE TABLE CURVE RADIUS I LENGTH TANGENT DELTA 1 25.00' 38.58' 24.32' - 374 Q 10.00' 7.95' 4.20' 45'34'23" 3 92.00' 89.88' 48.89' w 4 25.00' 39.27 25.00' 90'00'00" 5 74.00' 72.30' 39.33' 55'58'34" 6 25.00' 17.59' 9.18' 40'18'32" 7 10.00' 24.03' 25.84' 372 8 25.00' 19.50' 10.28' 44'41'55' 9 25.00' o I � STA. 13+95.18, 18.00LT. N 15.00' 7.50' 00'39'25" 1 10.00' 7.90' 4.17' �. N °�° _ STA. 14+23.43, 15.00LT. > 8.01' j > 370 > N McD U M STA. 14+30.57, 12.00LT. 1314.00' 128.57' 64.33' 05'36'22" STA. 14+45.57, 12.00LT. w 8.01' 4.23' 45'53'09" is 10.00' 7.90' W IW W O W . J m W -±-- - 15.00' Z W W W -_- J 368 Q 3 1 0 25.00' OD CTi N N Z J J W C4, N �WW �m CO 0 ^ J '24.32' d M Q n ~ _ 1308.00' 15.00' 7.50' + 366 10.00' 7.90' 4.17' 45'15'42" ® 10.00' � Q I) W (D + U -I- ftf i . _ PROPOSED SOUTH FLOWLINE -- M 1314.00' c dd� m _a w IU- Q M� Lj I•z_ U ow v U Q -y 364 02'04'56" STA. 12 +12.00, F.O.C. 1296.00' �} 129.10' w � c�(nzo wm N - -- - - S= -0.25% I _ _ " 362 4 S= -0.25% APPROX. EXIST. - - - -1-1 GROUND ® C.L. - - -- m - -i 360 � I Z,< 358 10 +00 11 +00 12 +00 13 +00 14 +00 m 15 +00 c� � LOCAL ST. R 26' (PRIVATE STREET) 26' 12' -18' 18' 6' 5' VARIES I I I I 13' SIDEWALK CURVE TABLE CURVE RADIUS I LENGTH TANGENT DELTA 1 25.00' 38.58' 24.32' 88'24'34" Q 10.00' 7.95' 4.20' 45'34'23" 3 92.00' 89.88' 48.89' 55'58'34" 4 25.00' 39.27 25.00' 90'00'00" 5 74.00' 72.30' 39.33' 55'58'34" 6 25.00' 17.59' 9.18' 40'18'32" 7 10.00' 24.03' 25.84' 137'41'22" 8 25.00' 19.50' 10.28' 44'41'55' 9 25.00' 19.50' 10.28' 44'41'55" STA. 13+95.18, 18.00LT. 1308.00' 15.00' 7.50' 00'39'25" 1 10.00' 7.90' 4.17' 45'15'42" STA. 14+23.43, 15.00LT. 10.00' 8.01' 4.23' 45'53'09" STA. 14+30.57, 12.00LT. 1314.00' 128.57' 64.33' 05'36'22" STA. 14+45.57, 12.00LT. 10.00' 8.01' 4.23' 45'53'09" is 10.00' 7.90' 4.17' 45'15'4_2" ® 1308.00' 15.00' 7.50' 00'39'25" 0 25.00' 38.58' 24.32' 8824'34" 0 25.00' 38.58' '24.32' 88'24'34" 0 1308.00' 15.00' 7.50' 00'39'25" STA. 10 +59.51, F.O.C. 10.00' 7.90' 4.17' 45'15'42" ® 10.00' 8.01' 4.23' 45'53'09" 0 1314.00' 47.75' 23.88' 02'04'56" STA. 12 +12.00, F.O.C. 1296.00' 257.36' 129.10' 11'22'40" - STA. 12 +65.60, F.L. 1296.00' 112.06' 56.06' 04'57'15" STA. 12 +54.76, F.O.C. 30.00' 23.6 12.50' 45'14'26" STA. 12 +93.34, F.O.C. 30.00' 23.6 12.50' 45'14'26" STA 9 GRADE BRI STq• 9''"90.65, C 9 +88.41, F.L. 8 VOBSEW ICAtp MENT FINgL MAP \\ EX, pDRA/N -moo UNIT 1e O JNEL___` STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION T.P. ELEV. B.C. STA. 10 +51.49, 12.00RT. STA. 10 +58.63, 15.00RT. STA. 10 +32.29, F.L. STA. 10 +40.24, F.L SEE PROFILE 2❑ P.R.C. SEE PROFILE 3❑ P.R.C. STA 14+23.43, 15.00RT. STA. 14 +24.24, F.L. SEE PROFILE ® E.C. STA. 14+30.57, 12.00RT. STA. 14 +32.19, F.L SEE PROFILE ❑5 B.C. STA. 10+51.49, 12.00LT. STA. 10 +67.46, F.O.C. 363.08' ® P.R.C. STA. 10+58.63, 15.00LT. STA. 10+75.41, F.O.C. 363.18' 7❑ P.R.C. STA. 12 +85.00, 15.00LT. STA. 12 +85.80, F.O.C. 362.64' ® E.C. STA. 12 +92.14, 12.00LT. STA. 12 +93.75, F.O.C. 362.60' 9❑ B.C. STA 13+88.45, 35.40LT. STA. 13 +71.15, F.O.C. 363.11' 10 E.C. STA. 13+95.18, 18.00LT. STA. 13 +95.18, F.O.C. 362.42' 11 B.C. STA. 14+16.29, 18.00LT. STA. 14 +16.29, F.O.C. 362.37' 12 P.R.C. STA. 14+23.43, 15.00LT. STA. 14 +24.24, F.O.C. 362.23' 13 E.C. STA. 14+30.57, 12.00LT. STA. 14 +32.19, F.O.C. 362.09' ® B.C.R. E.C.R. STA. 14+45.57, 12.00LT. STA. 14 +47.19, F.O.C. 362.05' 15 STA. 14+70.57, 37.00LT. STA. 14 +86.46, F.O.C. 361.41' 16 B.C.R. STA. 14+45.57, 12.00RT. STA. 14 +47.19, F.L. SEE PROFILE 17 E.C.R. -END TYPE 'B' CURB & GUTTER/ BEGIN 6" CURB STA. 14+70.57, 37.00RT. STA. 10+12.31, 36.97RT. STA. 14 +86.46, F.L. SEE PROFILE 18 B.C.R. STA. 9 +97.61, F.L. SEE PROFILE ON SHEET 2 1g P.R.C. STA. 10+51.47, 12.00RT. STA. 10 +51.61, F.O.C. 363.08' ® P.R.C. STA. 10+58.50, 14.98RT. STA. 10 +59.51, F.O.C. 363.12' 21 P.C.C. STA. 10+65.59, 18.00RT. STA. 10+67.52, F.O.C. 363.16' ® P.R.C. STA. 11 +99.50, 14.9BRT. STA. 12 +04.10, F.O.C. 362.76' ® P.R.C. STA. 12 +06.52, 12.00RT. STA. 12 +12.00, F.O.C. 362.68' ® E.C.R. -END 6" CURB/ BEGIN TYPE "B" CURB & GUTTER STA. 12 +45.69, 36.54RT. STA. 12 +65.60, F.L. SEE PROFILE ON SHEET 2 ® B.C.R. STA. 12 +69.03, 36.54RT. STA. 12 +54.76, F.O.C. - 363.12' ® E.C.R./P.R.C. STA. 12 +93.34, 12.00RT. STA. 12 +93.34, F.O.C. 362.45 ©7 P.R.C. STA. 13 +08.20, 12.00RT. STA. 13 +08.34, F.O.C. 362.48' ® P.R.C. STA. 13+15.22, 14.9BRT. STA. 13 +16.24, F.O.C. 362.49' ®g P.C.C. STA. 13+22.32, 18.00RT. STA. 13 +24.25, F.O.C. 362.50' 1 f- ' It 00 0_- a'3 ° ll U� II J J J O OO Z o `� U1\11T 9 PROPOSED `" �� � 6 5 � I I 1 m JJ WELL' +_ +3 "�'W� J J 2 J �� U�r�� SITE ��z ° °�a ►�� Q ►� m IL- C 4 I� 3 m I(- N �I �Cp m Q�� 13�� �� cS Q o �' r 364 ' i m i- Q +� p > rn w+ + I° ¢ I + I a w W 3+ rn �++ �+ d O M95LT. �w�c�Io � + o Q j(D N o Q IN o Q �I dao a oaz� a U r- -' J 111 J J w - "' ' SEE LEFT O fyI Q Q '� '_ la,I 4: +> CJ N N J J mo 6 •- W N N J Z U U �ti U HFQR U `-`-w O CDC) a �N� �fta c~i I,-c:> o- to (n w un o (n ++ W ,° ABERCROMBY DRIVE'.... (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 13 +69.42, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL e E6 WSCU 8 a14 � N U JO 4 1� P w a Z NSW w 374 374 VERT. CURVE I a 372 i "'- ; co -- 372 M U O co I , M _ o rn co M I LO Y M M M I ( 370 370 - Q j m LLJ J W W' j M W w M W UU W Q j W J 368 0 �m �wN N rw 368 CL. 0ao �wcJ wo o+ ? I Qov 366 �'m Lj + °mow -- -+ M 366 - Lj �� o w K w � d ! O pF Z C+.w >� s m U O W o d cn C7 Q U ! f U Q j CJ w v) Z �.. 364 mM ? >o PROPOSED NORTH FLOWLINE 364 � � Cl: 4 -26 362 S { - - ---� - - � S= 0.% = -2.08% - _ _ _ _ _ 362 LAPPRO EXIST. - - / y S= -0.26% �XIST. CURS & 360 GROU® C.L. C.L GUTTER -UNIT 6 360 �. 358 -- -! � - -_ !. � - - - 358 9 +50 10 +00 11+00 12 +00 13 +00 14 +00 I Z I oZ uj I o ( oa I I 2% MIN. 2% MIN. 2q I 2 2 LANDSCAPE AREA 0.20' A.C. PAVING LANDSCAPE AREA 0.40' AGG. BASE 4 1 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY T.I. = 4.5 R VALUE = 65.4 SECTION B SCALE: NONE 1" = 5' VERT. 2 PPOFt LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: No. 33 2 E ` ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: O CURVE NUMBER FOR CURVE DESCRIPTION O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. REMOVE AND RECONSTRUCT EXISTING 6" CURB. REALIGN F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1" - STOP "W31(CA)" - END NEW 6" CURB TO TRANSITION FROM 17' TO 18' WIDE srq CIvW� C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R6 -1" - ONE WAY "W14 -1" - DEAD END 1Q FLOWLINE STATION - SEE TABLE O2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STANDARD. ROADWAY. TFOFCAOF ELEV ELEVATION EVC END VERTICAL CURVE "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R26 CA' - NO PARKING "W1 -7" - DOUBLE ARROW ITEM OF WORK - SEE CONSTRUCTION NOTES "A"/"F" " " FLATTEN GUTTER PAN TO ALLOW FLOWAGE ACROSS THE " ( ) O O CONSTRUCT CASES RAMP PER DETAIL 1 ON SHEET 4. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW STREET. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD PER C.O.B. STD. ST -6. ® , 14 5' WIDE LANDSCAPE UP TO UNIT BOUNDARY, THEN BEGIN Plvc POINT OF INTERSECTION TP TOP OF PAVEMENT AND 6' CURB FACE PER DETAIL "2' ON SHEET 4. TRANSITION FROM 5' TO 6' WIDE LANDSCAPE. OF VERTICAL CURVE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS Fc FINISH CONCRETE N PER C.O.B. STD. ST -6. 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP.'!' F.O.C. FACE OF CURB A. P. ANGLE POINT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS `�-" , � :. P/L PROPERTY LINE C/G CURB & GUTTER %- PIPE SIZE © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. NOTES: MITO CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8'S- UTILITY 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -22. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. S =SEWER 7 EXISTING DRIVEWAY CONSTRUCTED WITH UNIT 12. D =DRAIN O STORM DRAIN PLANS. EXISTING SURVEY MONUMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. DIG ALERT ® REMOVE AND SALVAGE W31(CA) SIGN BARRICADE SIGN. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. SECTION LETTER TRANSITION TYPE "B" CURB & GUTTER TO MATCH EXISTING BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. "- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. _ _ _ _ _ A O FLOWLINE. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Call: TOLL FREE 2 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D -14. PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 1-800-227-2600 T LEAST TWO DAYS -O- FURNISH &INSTALL STREET LIGHT -5$00 LUMEN PER DETAIL 3 ON SHEET 4. � � � � � � � � � � � UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN AT LEAST TWO DAYS - - - - -- PROPOSED SAWCUT LIMIT LINE 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Pk GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN ROUNDED SEE NOTE 9 2% MAX 8.33% MAX SECTION A —A 0 0 1.67" TO 2.35" CENTER �O DO QO TO CENTER SPACING O O RAISED TRUNCATED DOME PATTERN (IN —LINE DETECTABLE WARNING SURFACE SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6. WHERE OCCURS. FINISH GRADE --------- - - - - -- ---- ��1�R -1 CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' - POUR ON COMPACTED SUBGRADE APPROXIMATELY 3/4" �{ 1/4" GROOVING DETAIL 0 0.45' o TOP I-- 0.9" BASE DIA O RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ", 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 12. SIDEWALK AND RAMP THICKNESS, "T ", SHALL BE 3.5" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. CURB RAMP - DETAIL "1" SCALE: NONE A.C. PAVEMENT 0 �,IIi�III�!I! 9" CL. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. PRIVATE STREET R=10'--) fR=25' 1 SEE DETAIL "1" P /L- THIS DRAWING (TYPICAL) LOT SIDE I 5' SIDEWALK 6' 1 Y 3 w 0 nv no 01101 DETAIL "4" TYPICAL CORNER N.T.S. 2 SINGLE FIXTURE STREET LIGHT DETAIL NO SCALE SIZE A FIXTURE SIDEWALK 2% CLASSIC 8930 (SINGLE) SEE o x FRONT EDGE NOTE 7 d e OF SIDEWALK 6" 0 lYP ca zQ ~ Z w O0 °0 °0 0000 0000°° 000000 RETAINING � 000°0on < 0 CURB (BOTH EL o oo Na 0000 110000 °° °000 °00000 ���� m 8888 °°°° ° 000 O 0000 O SIDES OF RAMP) w i 5' -0" MIN SEE NOTES Of 10 AND 11 CASE F GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN ROUNDED SEE NOTE 9 2% MAX 8.33% MAX SECTION A —A 0 0 1.67" TO 2.35" CENTER �O DO QO TO CENTER SPACING O O RAISED TRUNCATED DOME PATTERN (IN —LINE DETECTABLE WARNING SURFACE SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, 6. WHERE OCCURS. FINISH GRADE --------- - - - - -- ---- ��1�R -1 CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' - POUR ON COMPACTED SUBGRADE APPROXIMATELY 3/4" �{ 1/4" GROOVING DETAIL 0 0.45' o TOP I-- 0.9" BASE DIA O RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ", 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 12. SIDEWALK AND RAMP THICKNESS, "T ", SHALL BE 3.5" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. CURB RAMP - DETAIL "1" SCALE: NONE A.C. PAVEMENT 0 �,IIi�III�!I! 9" CL. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. PRIVATE STREET R=10'--) fR=25' 1 SEE DETAIL "1" P /L- THIS DRAWING (TYPICAL) LOT SIDE I 5' SIDEWALK 6' 1 Y 3 w 0 nv no 01101 DETAIL "4" TYPICAL CORNER N.T.S. 2 SINGLE FIXTURE STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 14' FORT COLLINS 8214TFP6 CLASSIC 8930 (SINGLE) 19" 19" RADIUS IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) iii" x 18" x 3" 1� ANCHOR BOLTS (4) #4 VERTICAL CR60 REBAR (4) #3 TIES 0 10" SPACING (4) V2" x 18" x 3" 1j ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "3" STREET LIGHT PIER DESIGN N.T.S. Ie- /y -1."r RECORD DRAINING DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 00 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -2 S� 0 r m z 0 w Of a 0