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HomeMy WebLinkAbout1.1-6250 Ph 14 Rec DrawA.C. PAVING TESTING NOTES: 0 STANDARD NOTES SP7 -39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND llRl'9CT Q 54V �_.BRIMHALL CUYD SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL CUYD DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM _ROAD _ TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 2 THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART THESE SPECIAL PROVISIONS. SOFT OF THESE PLANS: DRIVEWAYS TRACT 5544 ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A SOFT ST -13, T -1 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ICY � Im SCMGLZ 0.20' TYPE "B" ASPHALT CONCRETE OVER P O EA. 0.40' AGGREGATE BASE (PER NOTE 15) OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED I� 0.50' O.G.. ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) LF O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED LOCAL STREET Q LENGTH LF 1473 STD. ST -9. BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD BAKERSFIELD STD. DWG. ST -13. SPECIFICATIONS. OO TO BE INSTALLED THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY 3 o0 EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS EXPP&WWAY PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 5. T INSTALL TRAFFIC CONTROL SIGNS ENGINEER. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 `\ TRACT \ t 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 -<D-- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. ENGINEER'S REVIEW AND APPROVAL: ED INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. 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 TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G_& E. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. ew SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX MINIMUM OF 6" THICK. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 4. OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 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 PAVEMENT GRADE. DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 13. WARNING / REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, " SUBGRADE," OF THE STANDARD SIDEWALK 6" FROM BACK. SPECIFICATIONS SHALL BE MET. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LIMITS OF CONSTRUCTION. CONSTRUCTION, LATEST EDITION ( "GREENBOOK' ). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD OTHERWISE PERMITTED BY THE ENGINEER. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SMOOTH, TAPERED CONNECTIONS. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED BE SUBSTITUTED WITH PARAFFIN. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SHALL BE DETERMINED BY THE CITY ENGINEER. 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 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, STANDARD DETAIL ST -22. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. 18. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE O ALL TIMES. FOR THE DURATI1 ON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONFORMS WHEN PAVING OPERATIONS RESUME. CONTRACTOR REQUIRED T COMPLY WITH THE PROVISIONS OF SAID PLAN. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 19• STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED PROVISIONS OF SAID PLAN, ALONG 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 BASIS OF BEARINGS TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE THE BEARING OF N10'15'14 "E, SHOWN FOR THE CONFORMS WHEN PAVING OPERATIONS RESUME. CENTERLINE OF MABELTHORP DRIVE PER TRACT No. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE OF THE KERN COUNTY RECORDER, WAS USED AS THE WITH CALIFORNIA TEST 375. BASIS OF BEARINGS SHOWN HEREON. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER A PENNY BRASS TAG MARKED IS 4383" WILL BE SET THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE WITH EPDXY ON TOP OF THE CURB FOR A WITNESS REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR CORNER ALONG THE PROLONGATION OF THE PROPERTY �} BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT LINE FROM ALL FRONT LOT CORNERS. A 1/2" DIA. 1 WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE REBAR WITH A PLASTIC CAP MARKED IS 4383" WILL TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE BE SET AT ALL REAR LOT CORNERS, EXCEPT AT BLOCK REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE WALL LOCATIONS, WHERE A PENNY BRASS TAG MARKED DENSITY REQUIREMENTS. "LS 4383" WILL BE SET WITH A CONCRETE NAIL IN THE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS WALL ALONG THE PROLONGATION OF THE PROPERTY EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT LINE. 1 SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BENCH MARK: THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ROADWAY. CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH INDEX OF SHEETS EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHEET TITLE SHALL BE AT THE CONTRACTOR'S EXPENSE. 1. TITLE SHEET I IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE 2. FRENCH PARK LANE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST STA. 16 +22.35, C.L. TO STA. 26 +40.78, C.L. LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE I 3. CASTLEBAR DRIVE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND I THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. MARKET HILL WAY THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. STA. 10 +00.00, C.L. TO STA. 11 +46.00, C.L. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & MABELTHORP DRIVE I LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. p NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. I � CROOKSTON AVENUE 6' WING W/2 / / STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. I Z W I J J CENTERLINE STORM DRAIN I / !!Q vl LIP CURB I C� DIG ALERT Cali: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AND GUTTER I FLOWLINE CURB I AND GUTTER B.C.R. i a SIDEWALK CENTERLINE STORM DRAIN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN- N, T. S. LEGEND: ABBREVIATIONS FL FLOWLINE 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 QQ 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: "R1 -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 "Wi -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW "R4 -7" - KEEP RIGHT "W1 -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 EXISTING E.P. 01 CURVE NUMBER FOR CURVE DESCRIPTION \ 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 -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN KEY 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 0 UNIT 14 A.C. PAVING TONS 727 llRl'9CT Q 54V �_.BRIMHALL CUYD 742 SUBGRADE PREPARATION CUYD 928 CURB AND GUTTER _ROAD _ 6" CURB LF 1548 CROSS GUTTER SOFT 766 DRIVEWAYS TRACT 5544 8386 SIDEWALK SOFT 9546 ,ter mm EA J� p < ICY � Im SCMGLZ a P O EA. 6 W I� 5 O LF > c LOCAL STREET Q LENGTH LF 1473 2 O TRACT 5w 3 PROPOSM KEFA RIVER EXPP&WWAY O `\ TRACT \ t ` Lu ? � 6250 ��t T1tAi,T 6W PROJECT SITE TV-4 .'Y' i CITY PARK ew t� ego° KEY 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 UNIT 14 A.C. PAVING TONS 727 CL. II AGG. BASE CUYD 742 SUBGRADE PREPARATION CUYD 928 CURB AND GUTTER LF 1386 6" CURB LF 1548 CROSS GUTTER SOFT 766 DRIVEWAYS SOFT 8386 SIDEWALK SOFT 9546 HANDICAP RAMPS EA 7 STANDARD STREET NAME SIGNS EA. 8 5800 LUMEN STREET LIGHTS EA. 6 MONUMENT ENCASEMENTS EA. 5 SAWCUT LINE LF 101 LOCAL STREET Q LENGTH LF 1473 0 \ 12 F 13j CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING TENTATIVE TRACT NO. 6250- UNIT 14 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 AGEDJCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, O SSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AIXP DESIGN CRITERIA SHALL BE CORRECTED DURINC�Of ISTRUCTIOI\y./ A APPROVED BY: ROGER 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 G. FIDLER PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY: > f \,�1�� -`�A' ASSISTANT PUBLIC WO S DIRECTOR DATE REVIEWED BY: ! I }"� � � IV TRAFFIC ENGINEER DATE 9 20 II 21 22 23 l 24 l 25 - 26 __ 9 10 - 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 26 1 S }g t 16 �17 EET WINGER STR -_ 7­7--l- - 4112 ' 29 28 27 D 1 z 30 0 31 33 34 �� z 32 _ LAMBERTON cn STREET \ - 5 36 35 6 , i 2 4 21 l (3j� 30 29 3 j � 'C> 20 19 PJ, ' ,A�kTANE -F 2 1 \ 18 27 28 7 17 1 = , 2,tJ!11Y. WINGER STREET \� \\ 7 \ 0 0 - 36 35 34 133 32 31 30 29 128 27 \ �� �1 \N 6 z Q 37 o \ �0 5 Q 19 20 21 22 �23 24 25 E LLJ m _ _ U IT � _ -GR€RE A VEiVU E �P�� i z 1 s 17 _ 0, G _0 O 76 \ h 10 Lr 11 7S .` � 12 7� S \�N 13 UP PEP_ 6 26 25 5 F. 24 / "7 TF�FO� >�6 P 3 / � � b� '/• 013 16 4 STOM RRY AVE.' 2F _> U 15 2 S. LOT 29 \ i0 2 i QP 5 37 U IOL.S. - o 30 S LOT 6 36 WINTERBOURNE STREET 6 _ iI 7 35 m - 31 32 7 '� Q- - O 7 � \�, 8 11 10 9 I 8 34 33 1 J I! si 1 4 3 4 10 11 12 i i - - - -- - - -- _________ F_R E N C_H P 2 �\ 11 10 9 ' -_ - -- 8 7 6 5 9 8 7 C, a z - TTT- �_1T1,7 �1 - 7I - -I- 27 \ 26 ZFT 14 15 J 6 g _ 1 16 4 N� NN 49 A\ Q�V\A 5N ' 70 �rn �FlFO �� op Ro P 6N 27 ®� GPI 69 0 2? 6 J �s Q I O9 g 1 7 ,� � o � 6 1 / mIZ 1 1 1 2 1 3 1 4 8 NICOLSON 6 � `s 5� 7 a @) 14 13 KEY MAP SCALE: 1"=200' CITY RECORDS NO.: \DER � b� N MO M� i ] J U W _> U C �0\ P� Q 0 c a Of L'i 00 Ln i 0 z Z 0 U w w z n u u p C) o °' o II II jY \ O O �N O Q CROOKSTON AVENUE i m I ,1 II II II II !''�' ,- MARKET HILL WAY II II o 0 p MABELTHORP DRIVE o j J cD SEE SHEET 4 II II II II o p . II O ~ ~ CASTLE BAR DRIVE ~ ~ J UNJ J 14 J J f� J Oj �[j N JJ O JJMw JJ O J r J J J J SEE SHEET 3 z / -} z o J m SEE SHEET 3 op Oo °o 5� °o SEE SHEET 3 Jo cS L� ci�jw ULL 0 J Q O O M oc� _j O p J O tz z� 3 O o mo 0 0 o r o z W o0 o z J W Y N pj pp U= N I 1 N nj QO CD N U O N I I O O J J J J J J '' U') Ln Vn O O J J r) tD I N O > r m 18 I v 18' ci m c3 LL c3� vw I �i 1$' 18' �� Q �NwW �� J !J ! `` Y Q Q- I I 3 L �' E I N O m N Li .J J J Li •- \8 O cy- / Q� CLm F= ~ _j __j JJ =BCD JJ I I� JJ JJ J-r I _j _j JJ m(D JJ �, J 1 H, ^� 'O �lLi Ilt 26` 26' d'� ��w� �m UW w wI Z z 4 26' 26' Uw I 26'. 26' I ) C3 - M� U NNQ NN 8 cDrn O 1co � o �� WZ I �� wZ z p� N� �� , ++ _ ++ (n ++ 30 `° 29 � O Ul.l_ UW Uw U�+- I Uw VLi JJ = Z Z - - - - - .>- .. - d - I.LI F'') r` I O -O d W to O 1 8' I V �` LL. Z O CJ) cD r) 00 cD W N N W O d N m � ,n,n r, c� cnT rri rn n r i �,n co a D o /` / Z Q J 0 rh M 0 0 m M CS) $� MCP r) CT C7 M r) N ~ m r) N I rf� 0 O X t+ + t + -F 00 Ci m U W N N d tf) fJ- _ _ _ _ _ _ ,o- [D- W 5 ,+"> N Y w CL Z N N p�j Q�j O N N CT O) .� - N M cD t\ 00 OO D O O I= -I -- w III W (n In N In Z O W (n rn V I I _ aicfi NN NN NN U QQ U QQ�CL CJ QQ �n r O I+ r N �O \ // / / �\ 17" �c� r ro ++ z� ++ I I ++ ++ ++ ++ ++ z + m r rn �� F-F-ow + ++ + a JJ Q ++ WW WW +O 5 Ln f� O U I 1 N d- w V' N W r- NI + U ++ / - r �O moo rnrn rnrn rn ++ ¢Q QQ U QQ i >_ / CO tD 5 CD CO �-- t` r� I O I I n 00 00 \� N I ++ U N N N m / r7 m � � ._ . ( 0 0 CD F- F- H -_ F-1- 1 I O - I > N W CD CD co J J Z U U °z N �j Z W' O Z W' O N N N N m rn cn o- cn Cn m N V) s i z ¢ Q Q > N N N 28 aCJ O �O O N CU -QQ C3QQ C3 C9QQ I QQ LjQQ CjQQ UQQUjQQ CjCDQQ 365 ~ CJ QQ ° Q ~ ° CU + wz�� F-H Ut-� r� HH L.S. LOT r-r- �� �� I to I dd EX. UNIT 16 cn "? °. o cD + m � cn cn co c~ii ci m 6 Lo cn 5 w cn V) m cn Ln Lli cn cn m cn cn c6 cn cn C6 � cn cn 7 z c5 d a y � ! m Q n ° Q Q a 0 o v 6 O m � I I Lei cn v> - -- g� I ! c� n cn cn C_ V) Ln o 0 o w w tncn UNIT 14 5 I I I d 0 + °+ ~ d 5 L. S. LOT 4 I SEE DETAIL '5' 0o w c~n �� P/L 1 2 2, I I Q 5 P/L L 2 I 2 P /L., 3 L.S. LOT I I / THIS SHEET L I Ai ` e� ' I P /LJ A IU v U �jl U ci II v �j U 9�� ciI I c� a ci r� o �; ci g.. N I u o N of If o) n w °! o! n !o o N o ! II o! n �! °I loo N o I �i o! ci of ! o! o of I o of ci B G ci o z? cv 'i ci � w ci � z w ci L_ ci o 0 0 0 0 ca N C o `` ! ° LL, I ``I 21 �! ° 22 , 4 0 1 lt= CD owl o mo I Jo o l Ln LL_ r w M w Li r) w Z O Y O � U �^ I V-5 n! Q Q N I Ln r- r7 U N Q_ m 3 wl ¢ i �Ia UOr) �) Q v� r +I ICJ z ¢ 'n I o J r I o J o o I o I 1 8 L� n Lr; V NI 0OU1 0 °") (N r''J N I OM �U nl r'") CL 3 NI 14 r) (`I r) 1 5 �O IN r) N 1 NI �° M c I M YO ` + rr -jO + r ` _ + rr` orr` Cj�� + rr + r� C`4 tiLL ^r ` + 19 G� Q� r m+l JO ¢ la+o ¢ 11 rnl¢ In cjL`I�a 1¢ m �� of ¢ n Nl¢ ao Fr,IN16 ¢ _I ¢ m 17 NI r��t3 + c"l + wo 00 + 3 + rn + �I c�LL� w + IP w + �Iw + ao �!� +13 ZW I 3 + I� + r)r)�) w + N! w + Nl wOOMw N NI > N =~ NNr) nnM O 23 I N o N r V h' M MMW tb Q tb Y n r� N1 Q> (P Q I O Q l j O YQ tD CO M Q > N N ¢ r� M > N U J ¢ C)' Q W ^^ ° ¢ ¢ Q -•-J O > Q > Y O O cMD ¢ Q > H > Q Y r) r3rh > > ¢ > O O CO ! M - w U cD cD co � o ¢ r� �- W Q w of of r Q a z w ~° Q m ¢ ° Q ° d f/ n Q O' / 9 U '- ¢ ri ui) n _ t cn Q r� r� ° cn ° ° r� r� v, ° ° Q n m d d cn m - cn O a ci t� u� a NN> ° Q�I °�Q�CS)Cn ' ° ' ° �I wNN ¢ I ¢ I Q U� I° ¢ _ ' ° ¢ �'° Q OO + + >I� (nl t~ I NNJO (nl O r- Cl'm �� r)MJ (�'(n (n CL ��J C�I(n I �(n �' �� CD NI Q QO/ O / + +w H - m + +> H r- m + +> C� cn ( (n car rn m + +> F J J F- o o J c� cn Or cn w w c cn w w c_ f ca 0 3' Z h N [D (D W J J Q Q � W F- H ~ 6) CJ1 U W nr N Cdr CID LL. W CN CN t- CV N Y •_ O 4t O V O J C� (n C� (n CD O U U (fir (n C co of CO J C� (n U C� (n C� (n N N W D I V Q CO h ^ / W w z W -- w W o a a cU Qca - 2 J Z w W UJ 7J J J'-t o Z Q ¢Q a �� J �� ��n 24 �`1 N� v 4i O w ��� 6 7 ��� o �a 13 ° 0 1 ° ��� UN17 ] 4 ° ��� m (n u) b� a o /h /� a ° 0 v, rn z CJ f Q 2 V' J M cnv� ca N N w cD o v~i v~i c� n cn w Moo ,�� p W N l U �^ �/N O� p �1 ^� ^� N ++ 12 ++ U 'no o �, / /x N° cwn °p ���Cl / O UIhQ ^'^ /co �i z za FRENCH PARK LANE w N� ���� ���,� ��_ car cn cn car v) v) Z POINT OF CURVE F.O.C. (PRIVATE STREET) �, (n � STA. 26 +13.54, C.L. 18.00RT.= = ryo `°��� ^X�� � STA. 10 +00.00, C.L. TO STA. 22 +00.00 C.L. STA. 26 +09.72, F.O.C. SCALE: 1" = 50' HORIZONTAL T.P. ELEV. 364.68 � � 26 ��"� �°� 27 1" = 5' VERTICAL 25 ��� w w co 00 20 N� JO M N� JO O I t>.7 F- O/ _ ^ S , + ¢ � + CU LL o Q � + C 3 � N 4c + Q +� > of 8 / E rb �l ri rim w i �l cocD w c�vl w v+ + ! N > N N! Q M M tD > N C,41 n CD U rl' �S•L/ / ' /! 374 r) M M r•7 \ Of r) '� O rn - - IO LLJ CV 372 M N N N ° CD M M r•) > J m �� > J I L+J J > J j J U= `' W W Opp O Ln 370 m w w W W^ N CV ri M W' -j o > W > W U w J ® LZ Lz LL WZ > > > 368 m� rri Q M o o W m O J J -j C(j W W W a J rj p cli + d CL d C4 ~ m `D cD + + wW 1� F- I^ F- ~ 366 rn J H LZ Li w N a a a W W W J w W W W W W > r) Lo co 364 S =0.25% S =0.25% 5 =1.6E 362 - _ N \'- PROPOSED NORTH FLOWLINE 3601 `��_'`/ _ cli co w j 358 w W 2' 356 354 16 17 %% N ri m r) > W J W a F C.3 111 tD r) r ----- ---- -- - ' co O N ri r3 N7 rh N N N cA rn r7 M rOj M N N N N r) r) r) r) ,..) (D ri r''> Co u> � � w o! ___ -_ -__. ._..�__.___.__ co O N - -- - N N i -- r- co � O cq ri rh r-5 rrj M rj r�i ri c� r.1 00 M M M rOj rn - r) r) 'o Lo Lo M co O CD �N CV N m w M n j O�J '� cr W W W J J JILL. (n d Q d CN 0 PROPOSED NORTH FLOWLINE r) M M r•7 M r) M MM M - - 4534'23" E.C. STA. 17 +09.35, 12.00LT. r) F7 M r•) > J > J > J > J r, r) O _ cD > W > W > W j W W > W > W > W U w J ® - LAPPROXIMATE EXISTING > > > > > > > ��> rcOj J w W w w w w J J Z J > > > W W W 1� W rn J H LZ Li w N w <'. Q W W W J w W W W W W > r) Lo co 91'21'15" 1 Q� N U M J J U-i J J J J U O J 21.03' 80'07'52" 00 c4 L.L_ J J J uj 23 J 7.50' c0 co cD CD 5.40' 56'43'54" v N 10.00' 10.66' 5.90' 61'04'46" 0 2201.00' Lu J O 02'45'56" J W W W W W W W_ U W rn N) r) r) 2219.00' > W W w J - J J Ih M r) r) J J J -j ... J ___ -_ J J J _O L.L_ w [U 5 =0.26% J J J J J J CD= J= CD (D J M co P, cD tD r) GRADE 0 CENTERLINE W J J J J ri LL LL_ ri > 27 28 LL_ rl li C._ li LL: L.L_ LL_ cr - d �I cD . ti J Li - ti LL: L.L. Li LL_ W L.L_ LL: Li -4 O L L W W W W Ui � C7 ra ri O d' F- O r) W LLJ Z j j W j - °N - °N to � W W W W d rn 'sF O - O) Z O O CD n N O N N W J W J J =+� - J __ _.._ ___' ___ -_.__. vi d K5 tl1 cD co n 00 -- _ Jl _ -_ _ -_.._ O° C) r_� CU r� C9 In W C7) N O O Cp [O m W LJ Lf') O 06 CD + + + + J LL J w J + + + + + + + -F' m ED + (n O W (P n n [b O O W CL CT) CT O N N N N N N N N L.L. r) M M r) - cD N co N N N> N + + + + + W W + d + + O + O + :, U 4 4 4 N N U N N N C..j W' U J c' LC) Cb 00 C7) C7r C7) H SON O 4 d d F- O N N N _1_.- ~�IQ- U <U Q U N Q CJ QW' QLj Q U Q -_ LiQd'Q�QUQ O:f U W U a ¢ Q ¢ �' Q Q � Q (j C.7Q N __ '� U Q vN Q W%QC.3Q - __.._. -._ -. - Mtn a v) Lli cn m cn m r) C.3 W Cnm (nd NW N m(n d(na PROPOSED NORTH FLOWLINE (n d. (nm(n (mod m v Li r_ (n C2] (n �- Cn (n CD Cn CL N Cl F- (n m $3 (n \ \ r) LLj LLI Ln M (n m Lo Cn rl (n LLl (n PROPOSED NORTH FLOWLINE ��. O CD �N CV N m w M n j O�J '� cr W W W J J JILL. (n d Q d CN 0 PROPOSED NORTH FLOWLINE S =0.25% S" 2 C.L. STATION F.L. /F.O.C. STATION S =0.25% 3 =0.25% 5 =0.25% S� =0.51% 1.58% - - 4534'23" E.C. STA. 17 +09.35, 12.00LT. - - - - - - 30 S= M M - - - - - N n ° 00 j .43% P.R.C. 000 STA 19 +78.25, F.L. F7 _ r) r) rn CD CD _ cD O W © �C4 v STA. 20 +98.15, F.L. 70 CL STA. 22 +53.35, 12.00LT. STA. 22 +61.45, F.L. ® - LAPPROXIMATE EXISTING r3 o w w l > > uj °{ j ° �MJ GROUND 0 C.L. rcOj J w W w w w w J J Z w ONWLJL. STA. 26 +08.10, F.L. j J J J J J m� W Q B.C. STA. 24 +47.76, C.L. J H LZ Li w w w w <'. Q v STA. 26 +84.92, F.L. U-) Ld 16.64' w w�d d d 4 4 m 0 of W =+ 0 r) Lo co 91'21'15" 1 Q� N U M \ N r M - Q U NSW' ¢mod -- 25.00' � � w cal 21.03' 80'07'52" cD c4 C/ z o 18 19 20 21 22 x 23 15.00' 7.50' 24 25 26 STATIONING TABLE "A" - FRENCH PARK LANE REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION 01 P.R.C. STA. 17 +02.21, 15.00LT. STA. 17 +03.02, F.L. 4534'23" E.C. STA. 17 +09.35, 12.00LT. STA. 17 +10.97, F.L. 30 P.R.C. STA. 18 +20.49, 15.00LT. STA. 18 +22.92, F.L. ® P.R.C. STA. 19 +74.21, 15.00LT. STA 19 +78.25, F.L. n B.C. STA. 20 +85.35, 12.001-T. STA. 20 +90.20, F.L. © P.R.C. STA. 20 +92.49, 15.00LT. STA. 20 +98.15, F.L. 70 E.C. STA. 22 +53.35, 12.00LT. STA. 22 +61.45, F.L. ® B.C. STA. 23 +57.35, 12.00LT. STA. 23+65.45, F.L. 91 P.R.C. STA. 23 +64.49, 15.00LT. STA. 23+73.40, F.L. Q P.C.C. STA. 25 +86.16, 18.00LT. STA 26 +00.03, F.L. 11 P.R.C. STA 25 +93.21, 15.00LT. STA. 26 +08.10, F.L. "2 P.R.C. STA. 26 +00.09, 12.00LT. STA. 26 +15.94, F.L. ©3 B.C. STA. 24 +47.76, C.L. - ® 8' WIDE CROSS GUTTER STA. 26 +67.75, 11.71LT. STA. 26 +84.92, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 4534'23" Q2 25.00' 39.27' 25.00' 90100'00" Q3 618.00' 142.54' 71.59' 1312'54" ® 10.00' 8.07' 4.27' 4614'32" Q5 10.00' 7.84' 4.13' 44'54'41" © 612.00' 15.00' 7.50' 01'24'16" 7 25.00' 30.63' 17.57' 7012'34" ® 582.00' 299.70' 153.25' 293614" Q9 25.00' 35.77 21.73' 81'59'03" ® 2058.00' 38.15' 19.07' 01'03'43" Q 25.00' 44.86' 31.33' 102'49'12" ® 2183.00' 16.64' 8.32' 00'26'12" m 0 of 25.00' 39.86' 25.60' 91'21'15" ® 25._00' 39.39' 25.12' 90'16'05" ® 25.00' 34.96' 21.03' 80'07'52" cD 600.00' 50.97' 25.50' 04'52'01" x 2213.00 15.00' 7.50' 00'23'18" 0 10.00' 9.90' 5.40' 56'43'54" v N 10.00' 10.66' 5.90' 61'04'46" 0 2201.00' 106.24' 53.13' 02'45'56" ® 10.00' 7.92' 4.18' 45'23'19" ® 10.00' 7.99' 4.22' 45'45'29" Q 2219.00' 40.33' 20.17' 01'02'29" LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(CA)" -END "R6 -1" - ONE WAY "W14 -1" - DEAD END 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 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7" - KEEP RIGHT "W1 -1" -CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS FC FINISH CONCRETE F.O.C. FACE OF CURB A. P. ANGLE POINT :�, STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY LINE C/G CURB & GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. EXISTING SURVEY MONUMENT s - SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY ----------------------- PROPOSED SAWCUT LIMIT LINE STATIONING TABLE "B" - L.S. LOT LINE TABLE LINE NO. BEARING LENGTH L1 S88'48'02 "E 139.00' L2 L3 S88'48'02 "E 272.00' S88'48'02 "E 272.00' L4 S88'48'02 "E 142.42' L5 S50'59'03 "E 52.35' L6 S39"12'44 "W 5.18' L7 S01*11'58 "W 151.00' L8 S01I1'58 "W 146.00' STATIONING TABLE "B" - L.S. LOT REF. NO. DESC. CL STATION T.P. ELEV. F.L. ELEV. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS 51 52 PER C.O.B. STD. ST -4. P.C.C. P.C.C. STA. 26 +67.59, 31.02LT. - 364.34 STA. 26 +71.65, 47.09LT. - 364.38 CO 53 o E.C. STA. 26 +99.81, 65.29LT. 365.28 - 54 ; B.C. STA. 27 +46.45, 54.83LT. 365.41 - m 55 w E.C. STA. 27 +66.20, 26.34LT. 365.47 - WU 56 \ B.C. STA. 27 +65.54, 21.20LT. 365.44 - o 57 Q P.R.C. STA. 27 +41.74, C.L. 365.25 - 1� 58 P.R.C. STA. 26 +90.78, C.L. 365.03 - NOTE: STATIONING BASED ON FRENCH PARK LANE. LEGEND: (CONY.) 0 CURVE NUMBER FOR CURVE DESCRIPTION 1❑ FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. > CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS 1 M PER C.O.B. STD. ST -4. PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN 378 O ` � d 376 N2 v > Q 1 M m O O 00 CO o r Z Z LLJ Y 374 ; > p Q to m w Of � j J Q U j J WU j J \ 372 O Z r W o W Q W < W o Q a 1� N cy_ W Q 'm J N w 0 U U O W w L.L. m 0 of 370 C ° o w w m M po cD + ¢ x 001 CUM mj+ 3 N �°+° �w = 368 v N j- cV J cV �' 0 cj PROPOSED < < . < U W LI' SOUTH FLOWLINE N 0 366 - I- -- - - - _EDGE OF PAVEMENT 5 =0.26% _ J _S =0'47% 364 _ SEE PLAN VIEW - J APPROXIMATE EXISTING - GRADE 0 CENTERLINE 362 36026 27 28 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Q2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. Q3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 4. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 4_ O 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O FURNISH AND INSTALL 1 - 2" CONDUIT SCH 40 PVC PIPE FOR LANDSCAPING PURPOSES. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 10 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. W z ui Q z 0 V) Y 01 oI U V N 0 rf) co po j J w cd M N + m N a 374 rn w 372 w uj Q 370 C, CL c ° 368 + U UD N W 366 364 362 360 358 356 27354 378 376 374 372 370 368 366 364 362 29360 FRENCH PARK LN (EXTENSION) (PRIVATE STREET) 26' 18' Of= ui VARIES o a 2% LANDSCAPE LOT _ 3' SIDEWALK EASEMENT R R 3' SIDEWALK EASEMENT ! 2% MIN. 2 1 LANDSCAPE AREA 8_ 6, I5, W z ' J i L0.40" AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION A SCALE: 1" = 10' 2 FRENCH PARK LN (EXTE 12 NSION) 26' (PRIVATE STREET) � 18' 8' � �IW 3 w w 0 a'� VARIES 2% MIN' 2q LANDSCAPE / LOT EXIST. �J - 1 SIDEWALK EXIST. LANDSCAPE 0.20' A.C. PAVING \ / AREA EXIST. CURB 0.40' AGG. BASE O &GUTTER 0.50' COMPACTED O.G. J TO 95% RELATIVE DENSITY }�4v SECTION B SCALE: 1" = 10' 2 �x rPry FRENCH PARK LN (EXTENSION) (PRIVATE STREET) 26' R 5• R/W r18' 8' 10' 6' EXISTING olZ 3' 5' I LANDSCAPE J ` ,w W M > J m O ``' CL 3:: A. EXISTING VARIES I ` 2q, MIN. 5 A. C. PA VIN 2% VARIES 2% W I 29 LAN PE 1 R -12' VARIES SIDEWALK EASEMENT I 1 LANDSCAPE AREA P.R.C. /B.C.R. STA. 26 +14.80, C.L. STA. 26 +30.94, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 0 REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. 13 CONSTRUCT CASE "F" RAMP PER DETAIL "1" ON SHEET 4. 14 CONTRACTOR TO VERIFY EXISTING 2" CONDUIT SCH 40 PVC PIPE FOR LANDSCAPING INSTALLED WITH UNIT 16. FURNISH AND INSTALL IF NOT CONSTRUCTED. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 3. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS /d ly -�� PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 'CORD DRAWING 2% MIN. w Z O LL_ i EXISTNG 0.20' A.C. 2 SIDEWALK CURB _EXISTING & PAVING 1 2.5' L/S STRIP GUTTER` I -0.40' AGG. BASE C -0.50' COMPACTED O.G. ( w TO 95% RELATIVE DENSITY i o SECTION C SCALE: 1" = 10' 2 LOCAL ST. R \ 26' (PRIVATE STREET) 26' 12' -18' 18' 6' S' VARIES I ! 3' SIDEWALK EASEMENT w ~ °w o W QI CL.; I 2% MIN 2% 0.20' A.C. PAVING �- 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY J SECTION D SCALE: 1" = 10' HORIZ. 2 1 " = 5' VER T. SFFJjDN S/l4NUF DETAIL SCALE: 1" _ �SFF S �0 P4,q e4910 NG hc° x� X V' Nry Q �� LANDSCAPE AREA DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I W W w I w N m LL 0 O ` � d � b /O N2 v > Q a Z X i m O O Z CO o r Z Z LLJ Y ; > p Q Q m OZ�♦ w Li S Q U WU c� _j � w �� � J V cl) W o IL Qi > o cn C W N cy_ W 'm m m o 0 U U O w Y a' Q m U I W W w I w N m LL 0 efi r ` � NE.E -x t � b /O N2 v > o U O a Z X i P W �SI a o r Z Z LLJ Y ; > p Q m OZ�♦ =, WU c� z cl) W co Qi > LL 0 C W W po GC w 0 U U O a' > W w a 0 I W W w I w N m LL 0 efi r Z G� tto c*4 W Z Z ZCL Z Z LLJ Y ; > p Q OZ�♦ =, WU c� cc Z cl) W co Qi > LL C W W po GC w 0 U U O a' I W W w I w N m LL 0 z O F- 0 w Of H z 8 UNIT 14 m FRENCH PARK LANE II SEE SHEET 2 1 -- I ; , II If f I. - FRENCH SEE SHEET ZANE L.S. L UNIT 14 u J 0 O U J O cj� 0 o °rte if) in + + w V) U) _L 3 LL-1 �n MLx JJ U r UW rr mL)Q p°m � zin iN W Wm f- �'-'= << CASTLEBAR DRIVE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 33 z O U w x z L.S. LOT UNIT 14 FRENCH PARK LANE LINE NO. BEARING " n SEE SHEET 2 cr o ti o ~ - - --- I I 11 II - O I O U m O r O C nj I O j 18' 18' L5 I emUJ SEE SHEET 2 U cd JO 19 o S39'12'44 "W 5.18' W (D J UL, O L� J c�wO ` Li 12 2s' 2s 26' 146.00' 0^ 00n 1" � `n i 6' � I ° W N^ N if) rit\M �N rQ `_ NN r Z 00 I J °� o 00 07 �W O� 2 pp J IO + - - - -{-1I 18 �- I J o0 o oo aW a+ I f O 29'30'14" 09 ����6 18' 1¢ °� 0Q -cool I v << z << ZQ ¢Q w 1 5' 19.07' I.. I I I - I ",,,) ; I allc FRESEE SHEET 2 NE L.S. LOT UNIT 14 19 II J 0 w o Q �U � JO ULL:n or, N M UX MfL> w + +w ZQ HFQ-.a w:2c)U) - _T L til r v� Q C) ++ m 18 MARKET HILL WAY (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +46.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL MABELTHORP DRIVE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE NO. BEARING LENGTH u if . F n II w S88'48'02 "E 272.00' R 11 II - O 272.00' 0 FRENCH PARK LANE C J J 5 °o o° L5 (PRIVATE STREET) SEE SHEET 2 N N �Lj S39'12'44 "W 5.18' 26' I 214 JJ JJ fY- JJ - 151.00' (PRIVATE STREET) 26' 146.00' 7.84' 4.13' `n 9 0 6 U o 612.00' 15.00' 18' °° NN r Z 00 I J °� o 00 07 25.00' 1 Lo MM Z Ln _ NN i U 18 - U I J o0 o oo aW a+ I 153.25' 29'30'14" 09 25.00' 18' JO C3 O -cool I v << z << ZQ ¢Q w 1 5' 19.07' , VK0 cn ° co w nn 1Q LL: `D -�I zl 2 P/L 14' ® 2183.00' SEE SHEET 2 8.32' viL"� Ln U> 1 cD fl, to VARIES 19 i 3 ©3 25.00' 39.39' - 2 18' 9 111 11 +00 1p N n M I 0! CJ 80'07'52" _ 0 3 ro N 25.50' -- ~O co 15.00' �Z - -.- 1 t N \ ° Y EASEMENT e W w=OOJ W °QN - - - 61'0446" C) a I TYP. 4 53.13' Jz20 11 I 2 - - P/L 7.92' w mw , 1 II R II O w 7.99' 1 3 O I F M OU-� O 0 Q Q 2219.00' Do m I p GO? W N w z UCU 2 4 \ G77 N I �U mQ ^U Lei .Z OD co m0 �U JJ J W.W' JO m C7� oM 21 z I �� 6�- r c5 °o =) ciL�� W� c� W �+ u7 I OOM co _NNM - Z OOM mU !Y W OM ( ^�M O ��M Lo cV cV �'-� z to N Z �� W MM u> � x �u) CD + +> B + +W w + +> - - I I ppW m ___j pp J W W �-U W ` 0) 7 FRENCH PARK LANE wCD nu)iu- nna wm v~iV))a __.. SEE SHEET 2 MABELTHORP DRIVE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CROOKSTON AVENUE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N 374 374 374 374 374 0 �o ° 374 378 378 CN co o Lq ° � M In N ON m I cD ) w M to CO (D � N co ED J > IM w 372 376 I� 376 372 3 � M CD M M M co 372 372 ZI M M M M m IN 372 372 I > u M (M J I M M Y p w W Cn a1 : f >f > > M Z W J �i Y I CD c0 f> J Lj J J J Q W M M N J J J J J ° Q [D H Z W W Q 1_- 370 a I N N N J w_ W W>r J M M W W W 370 °' W L. 370 374 W w 370 370 Q `` I J 370 M x J W o� m N ,_ °° it -t z CL CD .o O J J J J m I J M J J J J m C9 W O f cD W cD.. tD CD W CO I- M M M -" I LL. LL LL. li � X M> j LL LL. LL 11 J w = J Z p r U U' W 00 rr v it a (� 374 = L.L. O W I..L_ _ � w> W W X w Ld O Q m f= O O M M M M O H z < > U r U w J w J o o ri o coif'' W Z Q� ° _- �N ZIo oM HMO Li 368 z J J o rn 0 I 368 368 z ,J, W J W o o rn rn r I - 368 W M z ,n > J z > > > W W W W o m3Q w w � c�i o; v� 368 X® + o + ww + 368 372 cn w ¢ w J - w vmi �w J I 372 W I N CP t\ Z N' Q° N J -f J M in to (D Z n m r Q CD ! Lf_ O W p 0 0 p N -� Y J (n W W J W in ° W J J J J M in i!') (D M W w W w + + + + O N Q n o- I `' I Of m M- O w (D I1. + + + ++ tl _+ L� O O O O !1 + W �� (TI fY 11 Q !L ~U K W Q W W O J J W O� J U 366 LI 4 4 4 O O O O w m I r f- U J I J lY J U J WCD r r it + rZ tr Q Q o Q 366 366 a W 366 fY U J H I Ci N d- Q Q J H W m W (n O (n W N p O w o O^ W Z Nj ° Q° w_ Q a s � m 366 1 Q V z V) z Q f- 366 370 w f� = o " ,� W W "� Q ,jr 370 cv<v��< cviQ- zf- Zoz� m�� zf- °� -d I �f° m �cD ��z f- Q i U v o 0 0 -- otD 364 m _ WM M V) U) w co Q E W � � � � M w � m � f� � W � 368 Q cn w CCD n _ 36 a) C M v � v fan' X rn o l± - 364 364 _ -- -- 4 364 364 368 `�' � W o + + + : + `� + W + m -� S= -0.51% - - -- - - 7S- `> V-I �OiD�� °�oZOC�o ~Q 362 S =- 0.51% - - - -- zw °d c�a ° ~Q i S= -0.25% y c z s= -0.25% 362 362 ° 0O 362 - 362 366 w n w n Lv n m m n W m n PROPOSED 362 " Q ° Q " Q " Q Q - - - PROPOSED EAST FLOWLINE EAST FLOWLINE m v) 366 360 - 360 360 360 a© APPROXIMATE EXISTING � � 360 �APPROXIMATE EXISTING = GRADE 0 CENTERLINE �I w 360 364 - - s =o.24% s =o.51% 364 S =0.86% PROPOSED 358 GROUND ®CENTERLINE I-� 358 358 358 PROPOSED EAST FLOWLINE X 358 w WEST FLOWLINE 358 362 ' 362 w S= -0.25% 356 I 10 12 10 11 12 10 � 11 356 356 356 356 > 356 360 10 11 360 11 LINE NO. BEARING LENGTH u if . F n L2 S88'48'02 "E 272.00' R R 272.00' 0 0 0 L5 (PRIVATE STREET) 26' L6 S39'12'44 "W 5.18' L7 26' 151.00' (PRIVATE STREET) 26' 146.00' 7.84' 4.13' 44'54'41" © 612.00' 15.00' 7.50' 01724'16" 07 25.00' 30.63' 17.57' U m U - U 299.70' 153.25' 29'30'14" 09 25.00' 18' JO C3 O _jO JO 1 5' 19.07' FRENCH PARK LANE 1Q LL: `D U L, W) � o U ti cD 14' ® 2183.00' SEE SHEET 2 8.32' viL"� Ln U> ^"'CD d•�r) M cD fl, to VARIES I 9121'15" ©3 25.00' 39.39' CJ (D c M 1p N n M �� CJ 80'07'52" _ 0 I 12' 2'I 3' SIDEWALK 25.50' ppJ OOJ 2213.00' 15.00' 7.50' 1 3' SIDEWALK \ 5 EASEMENT w U W w=OOJ W °QN CL; 61'0446" ® 2201.00' 106.24' 53.13' 02'45'56" 0 EASEMENT 7.92' w 4523'19" ® O w 7.99' 1 4.22' 45'45'29" 0 Q Q 2219.00' 1 40.33' 1 20.17' 1 w z I 2 4 \ Lei cn cn a cn Ln w cn V) I m - W� c� \ 2 4 5 zr p \ �� - - I -- ` 0) 7 I __.. g 41 N o a \ 2% MIN. 8 11+0 GJ 2 8 3 T - -._ I 2% MIN. I LANDSCAPE LOT 2 \ W M 2 2 J LANDSCAPE AREA 0.20' A.C. PAVING o o 0.20' A.C. PAVING I Lu 0.40' AGG. BASE II z 4' CD 0.40' AGG. BASE -' I 4 0.50' COMPACTED O.G. \`� 1 0.50' COMPACTED O.G. 1 TO 95% RELATIVE DENSITY 26 TO 95% RELATIVE DENSITY-! � � zQ I J J . 0 JJ CD SECTION E Ow FRENCH PARK LANE L3 L,: C_J UL� ,,, 06 -W ■ OQ 0w o z SEE SHEET 2 SCALE: 1" = 10' HORIZ. N 4 z� SCALE: 1" = 10' HORIZ. 3 z 4 1" = 5' VERT. coo'U a;a; w °� rn 1" = 5' VERT. w U v ED cif) ?rN Ln Uw tl ++ tl ++ 00 00 00 (O W + Uv af z c o O 00 LA nn m 1-- F- W m cn cn mU) °H � 01� w � n w o° LANDSCAPE of oN LOT Hj_ z dQ inn CROOKSTON AVENUE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N 374 374 374 374 374 0 �o ° 374 378 378 CN co o Lq ° � M In N ON m I cD ) w M to CO (D � N co ED J > IM w 372 376 I� 376 372 3 � M CD M M M co 372 372 ZI M M M M m IN 372 372 I > u M (M J I M M Y p w W Cn a1 : f >f > > M Z W J �i Y I CD c0 f> J Lj J J J Q W M M N J J J J J ° Q [D H Z W W Q 1_- 370 a I N N N J w_ W W>r J M M W W W 370 °' W L. 370 374 W w 370 370 Q `` I J 370 M x J W o� m N ,_ °° it -t z CL CD .o O J J J J m I J M J J J J m C9 W O f cD W cD.. tD CD W CO I- M M M -" I LL. LL LL. li � X M> j LL LL. LL 11 J w = J Z p r U U' W 00 rr v it a (� 374 = L.L. O W I..L_ _ � w> W W X w Ld O Q m f= O O M M M M O H z < > U r U w J w J o o ri o coif'' W Z Q� ° _- �N ZIo oM HMO Li 368 z J J o rn 0 I 368 368 z ,J, W J W o o rn rn r I - 368 W M z ,n > J z > > > W W W W o m3Q w w � c�i o; v� 368 X® + o + ww + 368 372 cn w ¢ w J - w vmi �w J I 372 W I N CP t\ Z N' Q° N J -f J M in to (D Z n m r Q CD ! Lf_ O W p 0 0 p N -� Y J (n W W J W in ° W J J J J M in i!') (D M W w W w + + + + O N Q n o- I `' I Of m M- O w (D I1. + + + ++ tl _+ L� O O O O !1 + W �� (TI fY 11 Q !L ~U K W Q W W O J J W O� J U 366 LI 4 4 4 O O O O w m I r f- U J I J lY J U J WCD r r it + rZ tr Q Q o Q 366 366 a W 366 fY U J H I Ci N d- Q Q J H W m W (n O (n W N p O w o O^ W Z Nj ° Q° w_ Q a s � m 366 1 Q V z V) z Q f- 366 370 w f� = o " ,� W W "� Q ,jr 370 cv<v��< cviQ- zf- Zoz� m�� zf- °� -d I �f° m �cD ��z f- Q i U v o 0 0 -- otD 364 m _ WM M V) U) w co Q E W � � � � M w � m � f� � W � 368 Q cn w CCD n _ 36 a) C M v � v fan' X rn o l± - 364 364 _ -- -- 4 364 364 368 `�' � W o + + + : + `� + W + m -� S= -0.51% - - -- - - 7S- `> V-I �OiD�� °�oZOC�o ~Q 362 S =- 0.51% - - - -- zw °d c�a ° ~Q i S= -0.25% y c z s= -0.25% 362 362 ° 0O 362 - 362 366 w n w n Lv n m m n W m n PROPOSED 362 " Q ° Q " Q " Q Q - - - PROPOSED EAST FLOWLINE EAST FLOWLINE m v) 366 360 - 360 360 360 a© APPROXIMATE EXISTING � � 360 �APPROXIMATE EXISTING = GRADE 0 CENTERLINE �I w 360 364 - - s =o.24% s =o.51% 364 S =0.86% PROPOSED 358 GROUND ®CENTERLINE I-� 358 358 358 PROPOSED EAST FLOWLINE X 358 w WEST FLOWLINE 358 362 ' 362 w S= -0.25% 356 I 10 12 10 11 12 10 � 11 356 356 356 356 > 356 360 10 11 360 11 LEGEND: LEGEND: (CONT.) ABBREVIATIONS Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "1314' -STOP *W31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W1l4 -14 -1" * -DEAD END "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 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE OF DRAIN -REFER TO SEWER &STORM DRAIN PLANS 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 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 00 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD, D -14, UNLESS NOTED OTHERWISE. EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. G SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. C> - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY _ ---------- - - - - -_ PROPOSED SAWCUT LIMIT LINE LEGEND: (CONT.) T l CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. /-- PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT ® AND 6" CURB FACE PER DETAIL "2" ON SHEET 4. 05 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OFURNISH AND INSTALL 1 - 2" CONDUIT SCH 40 PVC PIPE FOR LANDSCAPING PURPOSES. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". O CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 10 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT LINE TABLE LINE NO. BEARING LENGTH L1 S88'48'02 "E � LOCAL ST. L2 S88'48'02 "E 272.00' R R 272.00' LOCAL ST. S88'48'02 "E R L5 (PRIVATE STREET) 26' L6 S39'12'44 "W 5.18' L7 26' 151.00' (PRIVATE STREET) 26' 146.00' 7.84' 4.13' 44'54'41" © 612.00' 15.00' 7.50' 01724'16" 07 25.00' 30.63' 17.57' 7012'34" ® 582.00' 299.70' 153.25' 29'30'14" 09 25.00' 18' 12' -18' 81'59'03" 6' -12' 1 5' 19.07' 14' 1Q 12' 12' 31.33' 14' ® 2183.00' 16.64' 8.32' 00'26'12" VARIES W VARIES I 9121'15" ©3 25.00' 39.39' 25.12' 90'16'05" ® 3' SIDEWALK 12' 12' 34.96' I 80'07'52" _ 0 I 12' 2'I 3' SIDEWALK 25.50' 04'52'01" I 2213.00' 15.00' 7.50' 1 3' SIDEWALK 10.00' 9.90' EASEMENT EASEMENT 0 10.00' 10.66' 5.90' 61'0446" ® 2201.00' 106.24' 53.13' 02'45'56" 0 EASEMENT 7.92' w 4523'19" ® O w 7.99' 1 4.22' 45'45'29" 0 Q Q 2219.00' 1 40.33' 1 20.17' 1 w z I Wow Z W� c� 1 p �� I ° �< I W o a 2% MIN. 2% MIN. I 2% MIN. I LANDSCAPE LOT 2% 2% 2 2 J LANDSCAPE AREA 0.20' A.C. PAVING LANDSCAPE AREA LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE 4' 0.40' AGG. BASE -' I 4 0.50' COMPACTED O.G. 1 0.50' COMPACTED O.G. 1 TO 95% RELATIVE DENSITY TO 95% RELATIVE DENSITY-! SECTION F SECTION E SCALE: 1" = 10' HORIZ. 3 SCALE: 1" = 10' HORIZ. 3 1" = 5' VERT. 1" = 5' VERT. LEGEND: LEGEND: (CONT.) ABBREVIATIONS Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "1314' -STOP *W31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W1l4 -14 -1" * -DEAD END "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 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3 -3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE OF DRAIN -REFER TO SEWER &STORM DRAIN PLANS 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 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 00 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD, D -14, UNLESS NOTED OTHERWISE. EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. G SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. C> - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY _ ---------- - - - - -_ PROPOSED SAWCUT LIMIT LINE LEGEND: (CONT.) T l CURVE NUMBER FOR CURVE DESCRIPTION FLOWLINE STATION - SEE TABLE ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. /-- PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT ® AND 6" CURB FACE PER DETAIL "2" ON SHEET 4. 05 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OFURNISH AND INSTALL 1 - 2" CONDUIT SCH 40 PVC PIPE FOR LANDSCAPING PURPOSES. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". O CONSTRUCT 8' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 10 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT LINE TABLE LINE NO. BEARING LENGTH L1 S88'48'02 "E 139.00' L2 S88'48'02 "E 272.00' L3 S8848'02 "E 272.00' L4 S88'48'02 "E 142.42' L5 S50'59'03 "E 1 52.35' L6 S39'12'44 "W 5.18' L7 S01'11'58 "W 151.00' L8 Sill '11'58 "W 146.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 45'34'23" ( 25.00' 39.27 25.00' 90'00'00" Q 618.00' 142.54' 71.59' 13'12'54" ® 10.00' 8.07' 4.27' 46"14'32" Q 10.00' 7.84' 4.13' 44'54'41" © 612.00' 15.00' 7.50' 01724'16" 07 25.00' 30.63' 17.57' 7012'34" ® 582.00' 299.70' 153.25' 29'30'14" 09 25.00' 35.77' 21.73' 81'59'03" ® 2058.00' 38.15' 19.07' 01'03'43" 1Q 25.00' 44.86' 31.33' 102'49'12" ® 2183.00' 16.64' 8.32' 00'26'12" 0 25.00' 39.86' 25.60' 9121'15" ©3 25.00' 39.39' 25.12' 90'16'05" ® 25.00' 34.96' 21.03' 80'07'52" _ 0 600.00' 50.97' 25.50' 04'52'01" 0 2213.00' 15.00' 7.50' 0023'18" ® 10.00' 9.90' 5.40' 56'43'54" 0 10.00' 10.66' 5.90' 61'0446" ® 2201.00' 106.24' 53.13' 02'45'56" 0 10.00' 7.92' 4.18' 4523'19" ® 10.00' 7.99' 1 4.22' 45'45'29" 0 Q Q 2219.00' 1 40.33' 1 20.17' 1 01'02'29" STATIONING TABLE "A" - FRENCH PARK LANE REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION 16 E.C.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12.00LT. STA. 10 +37.00, F.O.C. 17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.00LT. STA. 10 +52.00, F.O.C. 18 P.R.C. -T.P. ELEV. 363.27 STA. 10 +59.14, 15.00LT. STA. 10 +59.95, F.O.C. - 19 E.C. -T.P. ELEV. 363.37 STA. 10 +66.28, 18.001-T. STA. 10 +67.90, FO.C. ® P.R.C. -T.P. ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 10 +59.14, 15.00RT. _ STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. ® UNIT BOUNDARY BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, C.L. - ® STA. 11 +51.00, 28.00LT. - - ®5 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. © BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00RT. - ©7 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00RT. - ® B.C. -T.P. ELEV. 363.85 STA. 10 +52.00, 12.00LT. STA. 10 +52.00, F.O.C. ®9 P.R.C. -T.P. ELEV. 363.95 STA. 10 +59.14, 15.00LT. STA. 10 +59.95, F.O.C. ® E.C. -T.P. ELEV. 364.05 STA. 10 +66.28, 18.00LT. STA. 10 +67.90, F.O.C. 31 P.R.C. -T.P. ELEV. 363.73 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. ©2 UNIT BOUNDARY P.R.C. STA. 11 +46.00 C.L. - ©3 STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. STA. 10 +67.90, F.L. ® E.C. STA. 10 +66.28, 18.00RT. 0 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - ® END S/W EASEMENT TRANSITION STA. 11 +31.03, 29.00LT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - END S/W EASEMENT TRANSITION STA. 11 +26.03, 29.00RT. - 39 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.00LT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T.P. ELEV. 365.34 STA. 10 +55.65, 18.00LT. STA. 10 +57.46, F.O.C. ©2 END t 6' 1MDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. ©3 � INTERSECTION - 6' AND 8' WIDE CROSS GUTTER STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. STA. 9 +88.30, F.L. ® BEGIN 6' � WIDE CROSS GUTTER STA. 9 +89.53, 30.4ORT. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. 13 CONSTRUCT CASE "F" RAMP PER DETAIL "1" ON SHEET 4. 14 CONTRACTOR TO VERIFY EXISTING 2" CONDUIT SCH 40 PVC PIPE FOR LANDSCAPING INSTALLED WITH UNIT 16. FURNISH AND INSTALL IF NOT CONSTRUCTED. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. /6 - /y- 15- REC R DRAW(( DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA r m V) z O W Q 0 Z }a fl 3 to Z -� m co II.- Z = � .�Za-w0 - -��1�_YO a Wav �.� H W Q� > 0 Coo O� -ca o w mac LLJ Z_ �H� w > 0 a W M W M c w 0 Q Q Q' 2% MC AX --I A SIDEWALK x SIDEWALK 2% m I - /-SEE NOTES MAX SEE " M 10 AND 11 SEE ° Z " x FRONT EDGE NOTE 7 N__ NOTE 7 N I OF SIDEWALK — FRONT EDGE OF 6" SIDEWALK TYP c� 0000 00000 2E go°OOO°� ° ° °0 °0° z w 000000 000000 0000r7 x oo 0000 000000 RETAINING 0000 n Q coo J Q 0000 000000 °O°° 0000 a goon M x 0000 CURB (BOTH 10% MAX 0000 000 10% MAX 0000' a0000 000000 00 °000 SIDES OF AT CURB °O°°°° 0000°° AT CURB 0000 0D 0000 000000 000000 $0$000 ggo°�o RAMP) onnnnn MIN CASE A GUTTER FTOP OF RAMP 4' ROUNDED ' 1 SEE NOTE 9 F-� 8.33% MAX 2% MAX SECTION A -A OO C (o 1.67" TO 2.35" CENTER 00 © (o TO CENTER SPACING O O O RAISED TRUNCATED DOME PATTERN (IN -LINE) DETECTABLE WARNING SURFACE SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. 6„ CONCRETE WALK, WHERE OCCURS. FINISH GRADE --------- - - - - -- - - - -� NOTE: N CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE i 5' -0" MIN i � � SEE NOTES 10 AND 11 (- ACE- E- APPROXIMATELY 3/4' 1/4" � f 1/4" it lemoZll► a-11 1 0 CN TOP DIAL 0.9" �- BASE DIA O RAISED TRUNCATED DOME NnTFC° 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 a 9„ CL. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. PRIVATE STREET R -10' —� -R =10' / I I P /L� I �T Co I I Y J w 0 LOT SIDE 'n I 5' SIDEWALK 6' I 11' � 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) „j 19 19" RADIUS 3HT BASE i" SLAB 3EE C.O.B. STD ST -14 4) 'h" x 18" x 3" a kNCHOR BOLTS 4) #4 VERTICAL ,R60 REBAR 4) #3 TIES 0" SPACING (4) 1/2" x 18" x 3" 1t ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "Y STREET LIGHT PIER DESIGN N.T.S. CORD DRAWING A • W� J DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA L w O l u -1 rn (D Q o co 0 O Z a0 U d 6 O z Q W W U 000 J - w co O E �o O Un N � m W } m o Y m W Y U _ l bit _> 2 a U O Z k- 0 r m z 0 V) w a 0 U z � ct N co Z O z a Z w J a UJ W � ~ a O w w w Z � � H N LLI > O co W�o M M li lal J Q 0 O 3 Q W � W W = W N c LL 0