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HomeMy WebLinkAbout1.1-6250 Ph. 14A.C. PAVING TESTING NOTES: 0 STANDARD NOTES SP7 -39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND TRACT o 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 LF 1386 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. SQFT OF THESE PLANS: DRIVEWAYS SQFT 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 SQFT 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. TRACT w PAM 0.20' TYPE "B" ASPHALT CONCRETE OVER 5800 LUMEN STREET LIGHTS EA. 0.40' AGGREGATE BASE (PER NOTE 15) OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED .. 0.50' O.G.. ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) O 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 � 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 a0 EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS O PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 5. T INSTALL TRAFFIC CONTROL SIGNS ENGINEER. z INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 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 - C>- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. ENGINEER'S REVIEW AND APPROVAL: -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET 6250 � LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 7itACf 9ll 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 PROJECT SITE TRACT 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. 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 _ - o �'►_ 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 �k PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 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 SMOOTH, TAPERED CONNECTIONS. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 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/ WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE SHALL BE DETERMINED BY THE CITY ENGINEER. 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. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY 18. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONFORMS WHEN PAVING OPERATIONS RESUME. CONTRACTOR IS REQUIRED TO 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 COMPACTED FORM TE MPORARY CONFORMS LANES AREOOPEN D TO B PUB C TRAFFIC. PAPER, OTHER BASIS OF BEARINGS 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 " k 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. IS 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. 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 11TLE 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 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 LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 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 C 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: i "Rl -1" - STOP "W31(CA)" - END "R6 -1" - ONE WAY "W14 -1" - DEAD END "R54' - 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 "41 -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 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 -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 I I II / I I II � I I I I II � II � II/ I I, ,2 13 14 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 TRACT o CUYD 742 SUBGRADE PREPARATION CUYD 928 CURB AND GUTTER LF 1386 6" CURB BRIMH_A_LL 1548 ROAD SQFT 766 DRIVEWAYS SQFT 8386 SIDEWALK SQFT 9546 TRACT 554 < 7 STANDARD STREET NAME SIGNS TRACT w PAM _ - 5800 LUMEN STREET LIGHTS EA. C < Hm Z .. o $to= P o O 101 LOCAL STREET � LENGTH LF 1473 > - O < TRACT W7 c 1c ? 3 PROPOSED _ KERN RIVER EXPRESSWAY O cr60 z TRACT� 6250 � 7itACf 9ll PROJECT SITE TRACT 017 CITY PARK _ - o �'►_ 6 �k � caoy♦ � 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 SQFT 766 DRIVEWAYS SQFT 8386 SIDEWALK SQFT 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 � LENGTH LF 1473 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 AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, ONYSSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS A DESIGN CRITERIA SHALL BE CORRECTED DURING-- CONATRUCTION. f // v _ ( v 1 -/ 9 - /({ 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 R.C.E. 61069 EXP. 12 -31 -14 REVIEWED BY: v ,_1' - ASSISTANT PUBLIC DATE r 1117-1 //,1' VS DIRECTOR DATE REVIEWED BY: -� ktTz�., 1111111!t TRAFFIC ENGINEER DATE \ t ' ` 18 19 _721T22 23 24 25 26 9 10 11 12 13 14 15 i16 117 18 19 20 I21 22 23 24 25 26 26 ,� 15 16 17 ,_ 11 „ 10 9 I 15 .Y 3, 30 ® ,9l 22 4 1 I 9 _ ] 1 12 II ��°� 1s z1 1 a 10 21 l 3 30 29 8 `L I 22 1 3 1 1 2 - 1 ` vP\ 14 19 I s z9 s 23 2 12 019 �j� AH1= ' pER �y° 24 �- -`1 q�, s 5�6 1 18 28 25 �.\ 3 �y P% 1 1 LANE FR 1 27 19 25 2s zo I � 5 I � 1 22 , . 4 18 � � ,z J \. 18 27 ` PRIVATE 'r - � \� ` 2s 27 „ 15 t7 1 PARK LF._` \ \\ ��• 50 \\\ \ OGP� $ 60 /�9 � 23 i3 \ 10 16 \ 2 c UN u �! a 3 2 26 \ 6 \ Q � \� zz "_ 9 "\ 4 `� 25 5 56 6 21 15 1 2. s " /� /' 6 23 / 8 Q� /i FQ% y ���</ j�i�yO 74 " \ i 8 / 22 / 4 D 20 ® G p 1,�1 �\ 23 Ir1 $ "� \ 3 79 's 7 % 7 f \ ,.�21X Y 6 Q�n, P� 3 \ Rl �E /417 / i' II .y (I » 3 I 2e I I �� 2 STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. i Q II 27 NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. / I p I _ 3a \ „ CROOKSTON AVENUE �I 211 j" 32 33 -- �o s 6' WING W/2 STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. Z 1 _ 1 31) 3' / ( 29 i ''� 5 - � - 2 3 CENTERLINE STORM DRAIN LIP CURB I III AND GUTTER FLOWLINE CURB # AND GUTTER U) I B.C.R. N SIDEWALK I 1 DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA � J 'J LANDSCAPE /CENTERLINE STORM DRAIN W 6' WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. cp _ \ ` 4 � 6 i a 0 F,'\``,ER 6i ? 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LOTS I SEE DETAIL '5' 2_ 3 5 P/L 4 2 3 2 P/L 5 3 THIS SHEET HI- - - - -- - -- - -- - I EET V) (n -- ,, - -- -- -- - - -- -- - - - - - - -- - -- - - - - - -- -- 3 I ,, 5 I 8 9 -- - _ /� / JO �Q5 \ 8 "S 1 2 1 4 1 �_ 6 7 2 2 _ __ , ` �\ V" s - s 8 S N _T _- 1- 4 1 s 1 s 1 2 8., S 1 s 1 1 2 %�� 1 _ 4P 8,,S 20 +00 21 +00 - L3 133.00' l fi +00 I L1 17+00 TYP. 11 18 +00 00 19+ L2 22+00 - - - 23 +00 - - L4 24 +00 g - - _ ` `0 /�`���� S88'4$'02 "E 10 I N P/L 2 4 0 + 26-,L p \ l I P/L cil II � u o N Uol u o u w 0 u cj v c5 > I of IT i0 o N I 1 a 0i a of oI � I0 o N o Of cj 01 o " � Uo of v ( ci (� c i� ci � IL c j Z (� U L� 6 �j o I cv I ° I 0 o f O o o (� I 0 0 0 1 -'� ! 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Z F- ¢ LIO I ¢ 00 (j li t7) Cj LL n ¢ CO U N ¢ N Q 00 M N 3 N r_- r_ � � + N � + a 0 N � + Njl U Ld w M �I co tp + I + ++ N 3 I tD + I� + I + ao r I z w+ N W+ N I W w N w "� N m> N N! rte,- m U Lt7 rM w w n n rri w w+ w+ w 00 w 00 w O W+ 13 w Y 1 W+ I + Ih r"'i I w_ i _ Y o o cD N N! _ I > N ! Y m cD > m rnp,),CDr) > Q > Y 00(D Q U _> Q > Q Y NO r7M > _ Y Q > QI Q (D Q > N > N ¢ 00In> N N UJ Q Q NNM D! r�r�M U d' /! _ cDCDcD IC > > OOC�O _> N > c"I Q tO(DM W w " 23 I N _ I- Q r7 H Q M 0_ I- Y ¢ M r w Q H I- W cn m H Q Q r7 M QI z W Q r� r� ¢ / U NN W tl)Ll) �I - D_' (nl D' NI W r\t` O f(n O U7I p W r-r" (n (n 0-' (n�� 00 I(n H I ~" + + >p Hr 0 I O ¢ c) �� ��W O F`-I O Q (Q JO N O \ + +> O Q .O Q W' 00j J J O Q O¢ 0! NN ¢ I ¢ Q t0 t0 0 Q -� O 0 w O Q [n O Q (n I m Q II Q W m (n F_ m + +> H + +> Q Fv F-- 'l-J 1� �' Q O 4. / \ 9 (D CD W H H m ++ W F- F- m+ +> C (n (� (n Car (n m+ +> H J J I H ¢ m O O W ~ N N J (n Q M rr) J O_ Ul Cam' (n U _/ W ( (n Cam, (n w CD CD J Cj Cj C3� (n C� (n ao ao J 0 C7) W C cn t j U c� (n (�' cn W N N W p - p w I w Cam' 0 1 co �: s' � � h (V' � Qi J c� (n C� Cn w W �' (n �' (n w g W (V (v H N N J Z� m W ZO �O WO W WQ. --mow O O ¢QQ� -J -j aQQ �� Y�O(a Q (o h j CLJQQ� QQQ Ih0 Q O QQQ� O!UlH O_'HHa U d w r- V 6 7 tl' I- I- a: Q Q U 1 a Q ¢ L rr� O W I- I- C7 (n (n F U CJ U U (n (n H m (n (n W a cb Al m (n(n� U o O � I- � � � 13 - U In In I- 2 4 (n (n w (� 0 0 m (n I c rn (n U r i o p Lri m 1 2 LLJ 00 ^O 12 w C) w �� Q NNW ��V /" co ^� z QQ FRENCH PARK LANE Lr C, ��a C� Cn N F-- F- H N U 4O' (lj Lu c�D CJ �' (PRIVATE STREET) Z �' ° Q d d POINT OF CURVE � F.O.C. a, e. o � Nry o I- x O zo Q cp ,( x�4 c-� U') V) STA. 26 +13.54, C.L. 18.00RT.- �u co + �QQ / ham' X STA. 10 +00.00, C.L. TO STA. 22 +00.00 C.L. STA. 26 +09.72, F.O.C. _ ° �� / ,�'A x o� � ' SCALE: 1" = 50 HORIZONTAL T.P. ELEV. 364.68 �, l,�Q 26 (IV �,ti� 27 Q•�`�P, 1" = 5' VERTICAL 25 �`' Q ��� �' 374 LANE °� v DESCRIPTION -- ��cjd��vd omc~i�av~iLUi(~i�m(i P.R.C. NO O v�d,��cj o6 Ln a (n m (n mAd (n U? (o t(O N Lei In M Ln a N Lei (n PROPOSED NORTH FLOWLINE 372 M - - cli NO to CD co M N N 04 O ° > > m m> W ��w M �''> M Ij °'� J J J J UU W^ pop O 370 f w w J W J w m- C14 P.C.C. STA. 25 +86.16, 18.001-T. U W w w J F CD LL PM U W n NO 368 m� � - Q M O O p^j w 0 J J J w > W W 0 N to + c) + m Llj W O 40-f N(+D + +d W a 366 J W J W J W N) J W J W zm J W a U < U U < 't- a a J Ili 00 W M rrj M m O (n m N a. Ln Uj !n m Ad !n N \ M 364 - - -- J NO J J J J ,_ - - S =0_25% S =0.25% J mtD 8_166 362 J J 10.00' W w L� PROPOSED > W NORTH FLOWLINE Ly w N w ri W Lz w Cl- O C1) w > j w j W W W 360 �_ \ - LlO 40.33' Ln W - -_ ZI r 0 m �-�� t7 rr) (ND r N� m � N t7 N _ L() M tl) W • 0 0 N N 358 I 00 n tD 00 O Z O d c Ln n O O) 00 0 CD O + N + N + N + N J + f\ + 0o + 00 + m + 0 + O) + w 0 W 356 Li :D + O + O + N Cj N N N m 354 16 17 °N I° t� w, ZE CD OIL QY W m J W Ii iJ- 4 ¢ 1 d- vI� LANE °� v DESCRIPTION C.L. STATION ��cjd��vd omc~i�av~iLUi(~i�m(i P.R.C. Lai (m (n (n (n v�d,��cj o6 Ln a (n m (n mAd (n � E.C. Lei In M Ln a N Lei (n PROPOSED NORTH FLOWLINE STA. 18 +20.49, 15.00LT. STA. 18 +22.92, F.L. C" .- 4i N N N 04 Ih Ih r7 n M �''> M r,j r7 M K)) r0') STA. 23 +57.35, 12.001-T. STA. 23 +65.45, F.L. 0 N P.R.C. - STA. 23 +64.49, 15.001-T. r- C14 P.C.C. STA. 25 +86.16, 18.001-T. STA. 26 +00.03, F.L. 'o M STA, 25 +93.21, 15.00LT. STA. 26 +00.09, 12.001-T. STA. 26 +08.10, F.L. STA. 26 +15.94, F.L. W LLu WW N > W > W > W > W > W > W > W W O U= > W 00 0 ^ J L.L_ > w > w j W J W J W J W J w N) J W J W J W J W J W J W J W_ U J Ili 00 W M rrj M j J w J W J W J J J J NO J J J J ,_ - - OI J J mtD co c'D J 'o M Ih M J J J 10.00' W w L� I..L_ > W w Ly w N w ri W Lz w Cl- O C1) w > j w j W W W W w LlO 40.33' 18 W - -_ r- 0 r 0 m m t7 rr) LfI N r N� m p w J W N W W -w �, N t7 N _ L() t tl) (O • 0 0 N N O M O t` 00 n tD 00 O Z O d c Ln n O O) 00 0 CD O + N + N + N + N d H + f\ + 0o + 00 + m + 0 + O) + w 0 W + d O I- ~ H + O + O + O + N Cj N N N °N I° t� w, ZE CD OIL QY W m J W Ii iJ- 4 ¢ 1 d- vI� STATIONING TABLE "A" - FRENCH PARK LANE °� v DESCRIPTION C.L. STATION ��cjd��vd omc~i�av~iLUi(~i�m(i P.R.C. Lai (m (n (n (n v�d,��cj o6 Ln a (n m (n mAd (n � E.C. Lei In M Ln a N Lei (n PROPOSED NORTH FLOWLINE STA. 18 +20.49, 15.00LT. STA. 18 +22.92, F.L. PROPOSED NORTH FLOWLINE .- 4i STA. 19 +74.21, 15.00LT. STA 19 +78.25, F.L 5❑ B.C. STA. 20 +85.35, 12.00LT. - -- © P.R.C. STA. 20 +92.49, 15.ODLT. S =0.25% - S: ).51% E.C. S =0.25% 8_1.58% S =0.517 - B.C. STA. 23 +57.35, 12.001-T. STA. 23 +65.45, F.L. 0 N P.R.C. - STA. 23 +64.49, 15.001-T. r- C14 P.C.C. STA. 25 +86.16, 18.001-T. STA. 26 +00.03, F.L. 'o M STA, 25 +93.21, 15.00LT. STA. 26 +00.09, 12.001-T. STA. 26 +08.10, F.L. STA. 26 +15.94, F.L. P.R.C. 03 >�II> STA 24 +47.76, C.L. _ STA. 26 +84.92, F.L. 14 8' WIDE CROSS GUTTER STA. 26 +67.75, 11.71LT. APPROXIMATE EXISTING raj > w w 365.03 2183.00' GROUND ®C.L. n °' w _ 00'26'12" w w i? J 25.60' 91'21'15" (D N) M LWJ, 39.39' 25.12' W 0 25.0_0' > = J J J J -j 50.97' 25.50' J 1--• I w I,: W w w 00'23'18" 0 W Y 4 Q 4 4 a 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" ® 10.00' 7.92' 7.99' 4.18' M ® 10.00' Lj �r 45'45'29" 2219.00' 40.33' 18 L 19 20 21 , 22 STATIONING TABLE "A" - FRENCH PARK LANE REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION �1 P.R.C. STA. 17 +02.21, 15.00LT. STA. 17 +09.35, 12.001-T. STA. 17 +03.02, F.L STA. 17 +10.97, F.L. 2❑ E.C. 3❑ 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 5❑ B.C. STA. 20 +85.35, 12.00LT. STA. 20 +90.20, F.L © P.R.C. STA. 20 +92.49, 15.ODLT. STA. 20 +98.15, F.L 7❑ E.C. STA. 22 +53.35, 12.00LT. STA. 22 +61.45, F.L. ® B.C. STA. 23 +57.35, 12.001-T. STA. 23 +65.45, F.L. 09 P.R.C. - STA. 23 +64.49, 15.001-T. STA. 23 +73.40, F.L 70'12'34" P.C.C. STA. 25 +86.16, 18.001-T. STA. 26 +00.03, F.L. 11 ©2 P.R.C. STA, 25 +93.21, 15.00LT. STA. 26 +00.09, 12.001-T. STA. 26 +08.10, F.L. STA. 26 +15.94, F.L. P.R.C. 03 B.C. STA 24 +47.76, C.L. _ STA. 26 +84.92, F.L. 14 8' WIDE CROSS GUTTER STA. 26 +67.75, 11.71LT. CURVE TABLE CURVE RADIUS I LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 45'34'23" 2 25.00' 39.27' 25.00' 90'00'00" �3 618.00' 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" Q7 25.00' 30.63' 17.57' 70'12'34" ® 582.00' 299.70' 153.25' 2930'14" 0 25.00' 35.77' 21.73' 81'59'03" ® 2058.00' 38.15' 19.07' 01'03'43" 1� 25.00' 44.86' 31.33' 102'49'12" 365.03 2183.00' 16.64' 8.32' _ 00'26'12" 25.00' 39.86' 25.60' 91'21'15" (D N) M 25.00' 39.39' 25.12' 9016'05" 0 25.0_0' 34.96' 21.03' 80'07'52" ® 600.00' 50.97' 25.50' 04'52'01" (=j F- 2213.00' 15.00' 7.50' 00'23'18" 0 1 10.00' 9.90' 5.40' 5643'54" 0 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" ® 10.00' 7.92' 7.99' 4.18' 45'23'19" ® 10.00' 4.22' 45'45'29" 2219.00' 40.33' 20.17' 01'02'29" LEGEND: LEGEND: (CONT.) ABBREVIATIONS R 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 "R1 - -STOP -W31(CA)- -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -11 ' - ONE WAY "W114 -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 41 -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 o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT O STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS P/L PROPERTY LINE C/G CURB & GUTTER otr 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. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. o 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 UNE TABLE LINE NO. BEARING LENGTH L1 S88'48'02 "E 139.00' L2 S88'48'02 "E 272.00' L3 S88'48_'02 "E 272.00' L4 S88'48'02 "E 142.42' L5 S50'59'03 "E 52.35' L6 S391 2'44 "W 5.18' L7 S01I1'58 "W 151.00' L8 S01'1 1'58"W 146.00' STATIONING TABLE "B" - L.S. LOT REF. NO. DESC. � STATION T.P. ELEV. F.L. ELEV. r7 51 to P.C.C. STA. 26 +67.59, 31.02LT. - 364.34 rrj 52 j P.C.C. STA. 26+71.65, 47.09LT. - 364.38 W 53 W E.C. STA. 26+99.81, 65.29LT. 365.28 - W Ld 54 LL- B.C. STA. 27 +46.45, 54.83LT. 365.41 - 4- 55 ° E.C. STA. 27 +66.20, 26.34LT. 365.47 - + 56 B.C. STA. 27 +65.54, 21.20LT. 365.44 - N 57 N P.R.G. STA. 27 +41.74, C.L. 365.25 - of 58 HCJd P.R.C. STA. 26 +90.78, C.L 365.03 - NOTE: STATIONING BASED ON FRENCH PARK LANE. LEGEND: (CONT. 0 CURVE NUMBER FOR CURVE DESCRIPTION 0 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 2 SHEET WHERE SECTION IS SHOWN F_ to To M O tD TI) r'7 > j w W J J w W J J ck� d U m N w (D � N) I a O J � w � J J w ml L._ Q d � 23 24 25 378 376 To m N m n r7 r7 r7 CD to M M to M Lo En rrj > j J J J w W W W > J J J W Ld _ LI LL- w L.L_ dam- � 4- o ° m r- S =0.26% + + + C4 M C4 + m N N N N O 0! V Q Cj of HCJd � LLi w co (n Cl: (n ui (n 00 0 Lr) (V (D N) M O J )> w QOWLJ� m �I-O W To (=j F- co cVQW U Q�d (, cnnZ0 24 25 378 376 00 00 O N 1- O p m rrj r7 r') Nj r7 CD 00 NO _j rh to M Lo En rrj > j Ld C U-1 I? w w W - > CD co olco oI CC 368 W Ld J Ld w U: LL. L.L_ Li u: tY 4- o ° m w 0 S =0.26% o o + + + + m N + N N (n N U N U N U 0! 0 Q Cj of HCJd U V' PROPOSED NORTH FLOWLNE w "'a (" `" m (n 24 25 378 376 CONSTRUCTION NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 0 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O 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. 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 CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 26 �Lo n 374 I° to po j w j Ld 372 M _j Uj C) IJ J w \W Q N W w 370 ° W ° ^ U m0 po (n I- Uj N W, l� Q CD co olco oI CC 368 3 IN -- o w iQ �+ 0 w PROPOSED w F (n C-0 U) SOUTH FLOWLINE CL U) 366 I -EDGE OF P_AVE_MEN_T S =0.26% 364 -- SEE PLAN VIEW : - - - -- - APPROXIMATE EXISTING GRADE 0 CENTERLINE 362 -- - 36026 -- 27 CONSTRUCTION NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 0 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O 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. 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 CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 26 28 N O Lri CD N7 j J W LZ 00 n N m N a O O I M J w Cj m W � ZV QI z 0 N Y 01 0 U a °° 374 tD � M w 372 U W W oJ Q 370 W vC' Tr 0 ° 368 0 N w Z 366 W !n J 364 362 360 358 356 27354 378 376 374 372 370 368 366 364 362 29360 FRENCH PARK LN (EXTENSION) (PRIVATE STREET) 26' 18' �-�-- 8' wl~ 6� oz w W• Cw.O Z VARIES O 2% 2% MIN. LANDSCAPE LOT n� 3' SIDEWALK EASEMENT R 3' SIDEWALK 1 EASEMENT i L 0.20' A.C. PAVING '-- LANDSCAPE AREA IL 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION A SCALE: 1" = 10' 2 R FRENCH PARK LN (EXTENSION) - 26 _ (PRIVATE STREET) 8' - 18' W �iw S 6 :50 wiw C7 V� I c� QIo w; VARIES 2% MIN. k 2 %, A, --- - IW LANDSCAPE EXIST. __/ LOT 1 SIDEWALK I T. J 0-) EX s 4 0 LANAREA PE 0.20' A.C. PAVING EXIST. CURB 0.40' AGG. BASE Q� °? & GUTTER 0.50' COMPACTED O.G. Q TO 95% RELATIVE DENSITY 0 0 z SECTION B Q h ^� Q Q'A (y`' SCALE: 1' = 10' 2 w U FRENCH PARK LN (EXTENSION) o (PRIVATE STREF T) 26' R 5' R/W o Li Li N � - 18 81 10 6 Li EXISTING W Q olz 3' 5' I LANDSCAPE W w I �s °o > _j m O w a C) C) PO �I EXISTING VARIES L__j 2% MIN. VS yARIES 2q w, A.C. PANG 2% li LAN PE EXlS17NG -f EXISTING 4 0.20' A.C. SIDEWALK CURB & PAVING 1 2.5' L/S STRIP GUT TER � �N 0.40' AGG. BASE M O L 0.50' COMPACTED O.G. U TO 95% RELATIVE DENSITY o 6 o a SECTION C �0- z x SCALE: 1" = 10' 2 ��S7 LOCAL ST. R 26' (PRIVATE STREET) 26' R 5' 6' -12' 12' -18' _ 18' _ 6' 5' VARIES I VARIES E l r 1 I I 3' SIDEWALK m EASEMENT w oz Uj l Z �w I 0 > I o LLJ � 270 MIN. 1 I I I 2% MIN. 2 %, 0.20' A.C. PAVING LANDSCAPE AREA 0.40' AGG. BASE 1 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION D SCALE: 1" = 10' HORIZ. 2 1" = 5' VERT. 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 -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SFFJT0, (SFF S SA 40 4"i, 4 G LANDSCAPE AREA DIG ALERT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 00 m 4 m M J w \W Y Q < O J 11 Li � cy m m0 po W N W, l� Q 00 ¢X CC ^ \w = U N U u a� a (n S =0.47% 28 N O Lri CD N7 j J W LZ 00 n N m N a O O I M J w Cj m W � ZV QI z 0 N Y 01 0 U a °° 374 tD � M w 372 U W W oJ Q 370 W vC' Tr 0 ° 368 0 N w Z 366 W !n J 364 362 360 358 356 27354 378 376 374 372 370 368 366 364 362 29360 FRENCH PARK LN (EXTENSION) (PRIVATE STREET) 26' 18' �-�-- 8' wl~ 6� oz w W• Cw.O Z VARIES O 2% 2% MIN. LANDSCAPE LOT n� 3' SIDEWALK EASEMENT R 3' SIDEWALK 1 EASEMENT i L 0.20' A.C. PAVING '-- LANDSCAPE AREA IL 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION A SCALE: 1" = 10' 2 R FRENCH PARK LN (EXTENSION) - 26 _ (PRIVATE STREET) 8' - 18' W �iw S 6 :50 wiw C7 V� I c� QIo w; VARIES 2% MIN. k 2 %, A, --- - IW LANDSCAPE EXIST. __/ LOT 1 SIDEWALK I T. J 0-) EX s 4 0 LANAREA PE 0.20' A.C. PAVING EXIST. CURB 0.40' AGG. BASE Q� °? & GUTTER 0.50' COMPACTED O.G. Q TO 95% RELATIVE DENSITY 0 0 z SECTION B Q h ^� Q Q'A (y`' SCALE: 1' = 10' 2 w U FRENCH PARK LN (EXTENSION) o (PRIVATE STREF T) 26' R 5' R/W o Li Li N � - 18 81 10 6 Li EXISTING W Q olz 3' 5' I LANDSCAPE W w I �s °o > _j m O w a C) C) PO �I EXISTING VARIES L__j 2% MIN. VS yARIES 2q w, A.C. PANG 2% li LAN PE EXlS17NG -f EXISTING 4 0.20' A.C. SIDEWALK CURB & PAVING 1 2.5' L/S STRIP GUT TER � �N 0.40' AGG. BASE M O L 0.50' COMPACTED O.G. U TO 95% RELATIVE DENSITY o 6 o a SECTION C �0- z x SCALE: 1" = 10' 2 ��S7 LOCAL ST. R 26' (PRIVATE STREET) 26' R 5' 6' -12' 12' -18' _ 18' _ 6' 5' VARIES I VARIES E l r 1 I I 3' SIDEWALK m EASEMENT w oz Uj l Z �w I 0 > I o LLJ � 270 MIN. 1 I I I 2% MIN. 2 %, 0.20' A.C. PAVING LANDSCAPE AREA 0.40' AGG. BASE 1 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION D SCALE: 1" = 10' HORIZ. 2 1" = 5' VERT. 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 -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SFFJT0, (SFF S SA 40 4"i, 4 G LANDSCAPE AREA DIG ALERT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA UNIT 1 II � II II 0, � � J L.S. LOT UN� 14 u n n 11 FRENCH PARK LANE m o° w o FRENCH PARK LANE II 1 g J J op c i m J J II It w II o 0 0 SEE SHEET 2 m Ci Y. ° SEE SHEET 2 ++ 0 0 0 6 11 I 'I O O O O -- I �m0 p 1 o J J � N N om 18' 18' = J �� ,� jo ° ° '� N o FRENCH PARK LANE ° ° c� ° _U �U Q Ci I W co ULi ULi `r W 0>_ U W� N i= Z M ICJ 6 OD w O tj O O -- -- II a N cNl cq Co \z� r+j mU U a - ° SEE SHEET 2 �j �W (� �o �o m, �o 26' 26 1 z °o (D co m C' 1r'"•i o m - Q °0 ° (D I 18' 18' I = �_j Jo 1� o Ci o Q a� o c5 Li c°D U Li = v L� CD C.7 r I>- ��O �(np rn w= U UWO" LL O li J-j m FRENCH PARK LANE 6' 1 °zm rn 0) CD ° ��M �x�in(`nn> 12 I 26' 26 �ZOW oor -Nil" c; v``0) W 0vLzM -- I 26' I 2 0u: Utz �ovLLL SEE SHEET 2 LnL`oU> r--: u�cR U c(°Dnc�D J \� O+ W O O W + +w + LJO,.._ w O n cD (D 1 O 00 U // U NNM ��M O L!7 ^M w + + + + ++ F-- O 00(D ij NAM (� V U 7 O 6' ° M Q \ > > 0) 0> > U > > J M N 'q (D M NN a ZOO W CD2m �� W N �/� \Z O° J OO O� Z O W fL' M nn ° �� _ [L OOw OOLLI Z OOw Q N 18' I MP- oo ++ ++ ° ++ 1 wl LY � � � � W U w i + m � MM 1`p ¢ O 2 ,h Ln �i m � ° n (D F` ¢Q ° ¢ Q ° d °'-'= as cn w + + +> + + MM cn 'Lri r MM z = a' NN I 5 J ��w w = - -J ° Lo Lo � F-�a - z¢z F-I-a rn J > w x Ln n 1 ++ o ++ Ci III iN, U� c5 ad d - -- _ \� °+ m °OLJ to + +W + m- W I I oo }x O° aaa dam v aQ� ° + `` . Lp W -W I ��J ° Uw ± ±> 18 �' °° ° ww '0 0 5 ao c9 cncn cn n I n m (n cn n w cn N J iv N m _ w c~ir (~i> L= Li v~i v~i L, i (~ir c~n 1 m 1 I I `J m C� Ln(n L, i v~ic -i> a L~ °¢ v LQ_• a d tO v 0 U -- -- ° F-F U W - -- \ 8 -- 1 of I 5 P/L 2 4 5 4 34 W I cnC�cn ca (nLnF- n °'-QQ mI I c5aa ~Q Ln _ 1 I I z Q F- f- a I L i (n(i = u LFn w cn rn 4 5 z �- lf - _ _ 1 3 > 5 I P/L 36 5 w (n - - - 41 00 2 P/L \ \ 2 ° `n I 3 62 1 1 19 - -- I ;r ! I 0 - �, i Z7 �, \ 7 + 2 19mN 4 p ao0ol _- = -...- C� `^ 19 I 1 3 - -- -- - - ^ , -� 9 N - - 6 12 7 18 11 ++000J L7 i� % - � I 3 \ 1 41 S 4 1^ I 2 18" I 9 11 +00 ' `� ® ii +oo - - 3 6 'S_ _ _ _ 31 % I o- -I % 00 n ¢ TYP 2 21 2 � N 1 2 '- -_� I �2 - - � ('4 I ____- 8 LL1 �J III 2 6 3 m L8 �/ -- z - -- 6 CN Z� 8 14 N 1 2 I 1 Q g N I 3 / 1 L r- 5 7 6 \ A = n I TYP. f^ j 1 3 _ - o I I TYP. y L I 4 1 2 W ° Y _ Y - ° I � _.J 1 LLl w= I w I IIP L Ir J W 0 �-= I p h _ �. I 4 _ ��� IW M II � I \ �U 1+ I (NI 11 ,i ° o U - - -- I r L� II b ►= �C) 11 I I I 2 x P/L 1 I w N w I I OD I o� �o ° Q o ,r W 3 1 0 ° 8 7 w o w z 7 n II ++ u o o 0 ¢� - -- 00 ° o ` ° N o �� ¢LY I I ° P/L o N ° N O J o ° mw 3I' i �`' 6z I n ° ° b o co w I ° Q ¢ 0- iv M a, J ° 0- 6 co LO I U m I _N + N m N cv I J Li t` w O I °O O O O 0¢ Y I (n i t UJ I -�J J °1 r + ULJ UW JJ 1 5 W �I I JJ JJ ^ W m _^ J•J - -_. .� OO Jd N ON 8 �W O W ZQ I I JJ J-j W' (D NQ Ln U J Q O _ >- U U o- X J _j �I D' O T U J z II I n cSL� CiL�¢I JJ =0 Z N (n UL� UL� O N -�J ° mw CiCi I o °Q' c5 oo FRENCH PARK LANE CiLZ ULi Lp� °0 J _ ° do °o °C' c�L�r' oZ SEE SHEET 2 �m N`� 0 a°0� 4 w° ri O o ri 1 0 I - w+ U W U Q O O o ri I ° ^ n C-i La: U U W z 00 cn pp U -i J I -i U m � c) ^ Ln= w LY O U m o LD co I > 00 b o ° ° F= O M I Cn 0 0 O O Cn > � ° t- O CZ) 0 0 0 0 I a Q rri _ - U W H O M 21 Z I O= U r..L .- CJ LL_ v I o0 00 0c Kim d = Qz �i ° I oo N� �� + + ° O� o� I oor7 >_ 4 �^ of of F- W° 00 I I L- O (D W m L17 L17 m c-. Q O CD I U O r, } U C' co rn + Z W ++ (n I co ro rn = Q CD � W Cn N N = Z O O M Z� CD W+ Z .=CV �7 00 _Z M U 'nom W O (D t\ N N °¢ (n O w O M m n r-- F- O co U O W U Fes- W W I Q W m r': m (n N N U W d d W 07� I ++ ++ I C� Ln O MM m -� c 0C> ++ ++ 1�> O O NN W�� ��r ++ I _ U OOM Q --co M OOM U ++ ++ Ln+ �i (n Ln 00 00 W ++ F- RCN I 00 00 I W ++ it \O ++ w OM ( I w MM Z LP L17 en Ln - - °O Z - - ___ -hl I I I L7 F-~ z ^� ° Q I��m �� F- RCN Wm O > Wx J� O ¢Q Wi W �� QQ (Y W ^� W z m + +> ++ W + +> -- ¢a -� 1 6 1 ¢Q ¢Q c�(Ln r- _ - dd J m ��-� _, as U QQ c5 Q¢ N N I w (n (n m (n (n I Q (n (n W C (n (n I . F- F- U I ¢ N N w C.� O Lo (n I I WOO w ° O O W 2= oow Z U C.) L- F- F- W F- F- 0 4 _13m _ J ZOZ �� Q r- 11 f ~ L- L- z �� cn U ¢ Q Q Q �- W I L I° F- U o o cr W (n Ln m N (n I I w (n Ln m to Ln I 1 z �- �- z o z I- F- to -- ¢ Q Z a ° �- ¢ Q 0 m (n co w v~i FRENCH PARK LANE wcwj cnnNLi ° V) Lo WM V)V)a U o0 r w o� LANDSCAPE FRENCH SEE SHEET ZANE L.S. LOT UN� 33 FRENCH SEE SHEET 2 NE L.S. LOT �]yfT' j� 1 8 SEE SHEET 2 � oN LOT z dQ CASTLEBAR DRIVE MARKET HILL WAY MABELTHORP DRIVE CROOKSTON AVENUE (PRIVATE STREET) (PRIVATE STREET) (PRIVATE STREET) (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. STA. 10 +00.00, C.L. TO STA. 11 +46.00, C.L. STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1" = 5' VERTICAL 1" = 5' VERTICAL 1" = 5' VERTICAL LINE TABLE LINE NO. BEARING LENGTH L1 L2 S88'48'02 "E 139.00' S88'48'02 "E 272.00' L3 S88'48'02 "E 272.00' L4 S8848'02 "E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1 2'44"W 5.18' L7 S01'11'58 "W 151.06 L8 S01'11'58 "W 146.00' CURVE TABLE ;URVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 4534'23" Q 25.00' 39.27' _ 25.00' 90'00'00" Q3 618.00' 142.54' 71.59' 1312'54" ® 10.00' 8.07' 4.27' 46'14'32" Q5 10.00' 7.84' 4.1_3' - 44'54'41" © 612.00' 15.00' 7.50' 0124'16" 07 _ 25.00' 30.63' 17.57' 7012'34" ® 582.00' 299.70' 153.25' 29'30'14" 9 25.00' 35.77' 21.73' 81'59'03" ® 2058.00' 38.15' 19.07' 01'03'43" 1@ 25.00' 44.86' 1 31.33' 102'49'12" ® 2183.00' 16.64' 8.32' 0026'12" © 25.00' 39.86' 25.60' 9121'15" ® 25.00' 39.39' 25.12' 9016'05" ® 25.00' 34.96' 21.03' 80'07'52" 1® 600.00' 50.97' 25.50' 04'52'01" © 2213.00' 15.00' 7.50' 0023'18" ® 10.00' 9.90' 5.40' 56'43'54" Q 10. D0' 10.66' 5.90' 61'04'46" 0 2201.00' 106.24' 53.13' 02'45'56" ® 10.00' 7.92' 4.18' 4523'19" ® 10.00' 7.99' 4.22' 45'45'29" ® 2219.00' 40.33' 20.17' 01'02'29" LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 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 "R1 -1" -STOP *W31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W114 -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 "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 INTERSEC11ON TP TOP OF PAVEMENT p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS P/L PROPERTY LINE C/G CURB & GUTTER otr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 0 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.D.B. STD. T -1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. L L L. L UNIT BOUNDARY PROPOSED SAWCUT LIMIT LINE LEGEND: (CONT.) 0 Fil 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: L1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 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. O5 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 ". ® 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 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. 10 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. y \� k'-�. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STATIONING TABLE "A" - FRENCH PARK LANE 374 374 374 374 374 o N 374 378 378 REF. NO. DESCRIPTION C.L. STATION F.L. /F.O.C. STATION C.0 UQ u°� v F I r` CN ° b CO I �° 'o w n 16 E.C.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12.00LT. STA. 10 +37.00, F.O.C. 372 M N N N N t0 (o CD CD M M M N M 372 372 2 ' Ih CD M r7 CD M IM M (7 CD Co O c0 M M (D 372 372 I m M w > I> u 372 376 376 t7 - - -- --- B.C. -T.P. ELEV. 363.17 - STA. 10 +52.00, 12.00LT. STA. 10 +52.00, F.O.C. > > > > \ w I> rn rn > > I� > > \ I M Y c9 J`L w w �°Q W 18 P.R.C. -T.P. ELEV. 363.27 STA. 10 +59.14, 15.00LT. STA. 10 +59.95, F.O.C. 370 Y CD � i ^ F- ^ CD (O _ > W `O w W w w w J J J J W w w w ° Q W ;3 W w 370 370 `1 �, "' M iN M "i w J ' ' w J w w w J w J J (D > W w L� Q w J 370 370 Q a i M �z N � X J m J J LYE ° 370 M �' M a0 N M 0O o ip z ' ' \ 19 E.C. -T.P. ELEV. 363.37 STA. 10 +66.28, 18.00LT. STA. 10 +67.90, FO.C. a N CD CV N Cp J J J J m I p-, M M lMD M J J J J > w I = > w ,� Li 374 w - W- 374 M CD po cD M M LL W W w rr X > Li Li L� Li m J i.i w z o z ° N O (o M co co M tO M r.Oj M �= P.R.C. -T.P. ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04 F.O.C. 368 = >> V w > w > w o o o w W U =LZ 368 368 = U >> W W> W J W J w J w O o O W W. X O W O U 368 Z w J W Q U O n '� Q mH ° _ (n N z "' U > M H I° O 3 z > CD > >> L07 0 F- Z I X > U O > 0 > � w 21 P.R.C. -- -- STA. 10 +59.14, 15.00RT. - -- -- STA. 10 +59.95, F.L. Z J W w W J W J W J O W O CT 0 (o _ m U Q tD _ ~° I z W I L� W J J r` o N rn rn F- O S LY I 61 m U Q CD 368 ® X + W X 0+ W+ 368 372 Ln w (n -L - Q w H.t _ trJ - ][ J Ln J J C�.f co W w J - J N J (n ° W 372 N CT Z N ° - M ^ Q z J J M Ln Ln ° ? � _ F- I o w o 0 0 o m_ w _ �' LD w o w w W o w Ln Q 22 E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. 366 W J W J W J M W + O O+ O+ + C) w� O � 366 366 W I w w W + ° _..: -- + o + + O N Q Z o = W �+ 366 tY° a-W U a z f a °� d U O a i L� LY ° U v -' Li C�i °L� afI Z UNIT BOUNDARY STA. 11 +51.00, C.L - c� ' a a o a m I Q o �I oc a U Q_ a m W a LY Q 366 v lSl Q c� w F- z a F- o (n W (n 366 370 Li '�' Z F- Li ° La I o af o c� Q - -' w M _ - - 370 ® ° r U N ch \ M v N ° Q N Z ° F- H Q _° ?i M = o U ° of H d' ,,; o ° ° N O ® BEG tN s/W EA SEMENT TRANSITION STA 11 +51 00, 28 DOLT 364 °°° - M _w c¢_ m En a- U) w U) a V) - wC� i 364 364 m w (n m a LJ F- Q (n z oz F- biom cn __ __ -_ j 364 364 c-! oo Z wc�'n CMN U M U u °' rn °L- END S/W EASEMENT TRANSITION STA 11 +31 00, 29 DOLT - S= -0.51% - - _ _ ��' J - - - - r 364 - 5; , - 368 �D �� + + + + + �� o m W° O � a o o o Z Q 368 © BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00RT. - 362 S= -0.51% , ----- - = -0.25% - _.L - 362 362 - - - i S= -0.25% . " 0� 362 362 •2Z co °O N D 362 366 z w z W ° d ° z F- U v z F- a °� d o v' d W I- zQ F - - - 366 ®7 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00RT. - - - - PROPOSED EAST FLOWLINE / PROPOSED EAST FLOWLINE d ~ �' -` �- z n �i Ni M � M �Iz m L" C (n Win L�j cn C6 Ln m cn W � m I - S ® B.C. -T.P. ELEV. 363.85 STA. 10 +52.00, 12.00LT. STA. 10 +52.00, F.O.C. =_1 18q - -- > 360 l00 360 360 APPROXIMATE EXISTING �I - 360 360 > > > ~ 360 364 - - - s =o.24% 5 °0.51% 364 29 P.R.C.-T.P. ELEV. 363.95 STA. 10 +59.14, 15.00LT. STA. 10 +59.95, F.O.C. APPROXIMATE EXISTING z GRADE ®CENTERLINE z x =I w W Lil w w w Z X w I S =0.86% PROPOSED I ® E.C. -T.P. ELEV. 364.05 STA. 10 +66.28, 18.00LT. STA. 10 +67.90, F.O.C. 358 GROUND 0 CENTERLINE = 358 358 358 358 J J J w PROPOSED 358 362 EAST FLOWLINE 362 31 P.R.C. -T.P. ELEV, 363.73 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. zI X w LL L_ a a a WEST FLOWLINE I S= -0.25% I 32 UNIT BOUNDARY STA. 11 +46.00 C.L. _ 356 356 356 356 356 (N 356 360 - -- 360 ®3 -- P.R.C. - - - STA. 10 +59.14, 15.00RT. - STA. 10 +59.95, F.L. - 10 11 12 10 12 10 11 10 11 ® E.C. STA. 10 +66,28, 18.00RT. STA. 10 +67.90, F.L. 35 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - ® END S/W EASEMENT TRANSITION STA. 11 +31.03, 29.00LT. - ©7 BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - 38 END S/W EASEMENT TRANSITION STA. 11 +26.03, 29.00RT. - ® UNIT BOUNDARY STA. 10 +51.12, C.L. - R R LOCAL ST. (PRIVATE STREET) R ® P.R.C. -T.P, ELEV, 365.20 STA. 10 +48.54, 15.00LT. STA. 10 +49.47, F.O.C. 26' (PRIVATEASTREET) 26' 26' P.C.C. -T.P. ELEV. 365.34 STA. 10 +55.65, 18.00LT. STA. 10 +57.46, F.O.C. 18' 12' -18' 6' -12' 5' END � 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. 14' 12' 12' 14' VARIES VARIES I INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. SIDEWALK 1 3' SIDEWALK WIDE CROSS GUTTER 2' 12' 12' 2'1 3' SIDEWALK EASEMENT EASEMENT EASEMENT w W Z f ® BEGIN 6' q WIDE CROSS GUTTER STA. 9 +89.53, 30.4ORT. STA. 9 +88.30, F.L. w z oz w _z o W w� 1 wm 1 0 ow I L' o a 2% MIN. 29; MIN. 2% MI I LANDSCAPE LOT 2% 2% 2 I LJ LANDSCAPE AREA LANDSCAPE AREA 0.20' A.C. PAVING I LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE--j 4 0.40' AGG. BASE 4 1 0.50' COMPACTED O.G. 1 0.50' COMPACTED O.G. 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 R1 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 "R1 -1" -STOP *W31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY "W114 -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 "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 INTERSEC11ON TP TOP OF PAVEMENT p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS P/L PROPERTY LINE C/G CURB & GUTTER otr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 0 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.D.B. STD. T -1. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. L L L. L UNIT BOUNDARY PROPOSED SAWCUT LIMIT LINE LEGEND: (CONT.) 0 Fil 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: L1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 03 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. O5 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 ". ® 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 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. 10 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. y \� k'-�. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 2% MI MAX -I SIDEWALK X o Z SEE NOTES SEE 10 AND 11 NOTE 7 — FRONT EDGE OF SIDEWALK 0000 00000 0000 00000 o000b� r) 00 0000 X o0 0000 r Q 0000 10% MAX 0000ad 0 °0 °00 10% MAX 000000 000000 AT CURB 000000 00000000000occ AT CURB 000000 o00000 A 4' -0" MIN CASE A GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN ROUNDED �� —'1f SEE NOTE 9 2% MAX 8.33% MAX SECTION A -A A SIDEWALK 2% I LIGHT POST FIXTURE 14' FORT COLLINS 8214TFP6 SEE o ZMAX x FRONT EDGE NOTE 7 N OF SIDEWALK 6" TYP c� zQ � z z w a 0 °000° 0000 0000°° 000000 RETAINING 0000 N, x 0000 CURB (60TH 00oo �"� Q 0000 SIDES OF 000006 0000 000000 000000 �000o °° ° ° °° 000 0 0000 0 RAMP) r11 5' -0" MIN SEE NOTES �i q� 10 AND 11 r'ACE- E' APPROXIMATELY 3/4 "-,,,, 1/4 � f 1/4" GROOVING DETAIL 0 0.45" o TOP DIA 107 TO 2.35" CENTER 09„ CENTER SPACING O O O BASE DIA RAISED TRUNCATED DOME PATTERN (IN -LINE) O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK, WHERE OCCURS. FINISH GRADE --------- - - - - -- - - - -1 NOTE: N CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' - POUR ON COMPACTED SUBGRADE NInTl�-C° 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 g„ CL. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. PRIVATE STREET R =10'� rR =10' on I, F- 1 LOT SIDE 5' SIDEWALK 6' 1 11' � Y 3 w 0 N a 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) 3 "J 9" 19" RADIUS 'HT BASE i" SLAB 3EE C.O.B. STD ST -14 4) l/2" x 18" x 3" \NCHOR BOLTS 4) #4 VERTICAL 'R60 REBAR 4) #3 TIES 0" SPACING (4) �/2" x 18" x 3" ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "Y STREET LIGHT PIER DESIGN N.T.S. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA