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HomeMy WebLinkAbout1.1-6250 Ph 14A.C. P V1 N � TE S TI N � NOTES. • S STANDARD NOTES S SP7 -39.01 1 1. A ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL D SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 2• T THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART THESE SPECIAL PROVISIONS. O OF THESE PLANS: PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A S ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3 3. P PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: SECTION 39 -2.02, AGGREGATE, OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 0 0.20' TYPE "B" ASPHALT CONCRETE OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED 0 0.40' AGGREGATE BASE (PER NOTE 15) OVER 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. UNLESS OTHERWISE DIRECTED S STD. ST -9. "STEAM - REFINED PAVING ASPHALTS, IN SECTION 92 -1.02, "GRADES," OF THE STANDARD I 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF SPECIFICATIONS. B THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY 0 0 TO BE INSTALLED THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS @ @ EXISTING ENGINEER. A 5. � �- INSTALL TRAFFIC INSTALL STANDARD 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 I INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 ENGINEER'S REVIEW AND APPROVAL: _ --- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. _ED INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET A. A LIST OF AGGREGATE AND ASPHALT SOURCES. LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. I INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. TO THE REQUIREMENTS OF SECTION 39- 2.029 . "AGGREGATE," OF THE STANDARD 7 7. I INSTAL ' EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 8 8. S SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. E EACH SEWER LATERAL. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WI TH CALIFORNIA TEST 367. 9 9. I INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. L THE MIX S " DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 1 10. I INSTALL HANDICAP RAMPS PER DETAIL " L 1 ON SHEET 4. THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 1 11 • A ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1 f 4" BELOW AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 1 PAVEMENT GRADE. 12. U UNDERGROUND U D SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM! TO EXISTING PAVED SURFACES, THE EXISTING D DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. PAVEMENT SHALL BE SAW CUT. 1 13. W WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT E WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD S SIDEWALK 6" FROM BACK. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL R 14. A AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE S SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS,, FOR PUBLIC WORKS LIMITS OF CONSTRUCTION. C CONSTRUCTION, LATEST EDITION AG ( "GREENBOOK" . AGGREGATE BASE MATERIAL TERlAL PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS B FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE A AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH SMOOTH, TAPERED CONNECTIONS. C CONSTRUCTON AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: O SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 959 A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 1 15. S SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY R STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY BE SUBSTITUTED WITH PARAFFIN. T TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. DRY DENSITY IN ACCORDANCE NTH ASTMI D -1557. 16. C 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 S SUBDIVIDER/CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE S SHALL BE DETERMINED BY THE CITY ENGINEER. THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS C 17. A ANY TRENCHING TO BE CONDO ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFF S SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND S 18. D DUST CONTROL: CON - TRACTOR SHALL 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 OF THE A THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 1 19- S STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED S STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON C CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH . . A 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 i i TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER B BASIS--OF A CONFORMS WHEN PAVING OPERATIONS RESUME. T THE BEARING OF N10'1514 " E, SHOWN FOR THE CENTERLINE OF MABELTHORP DRIVE PER TRACT No. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 6 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE -2041. IN- -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE O OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER A A PENNY BRASS TAG MARKED "LS 4383" WILL T REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR N NTH EPDXY ON TOP OF THE CURB FOR A WITNESS BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT C CORNER ALONG THE PROLONGATION OF THE PROPERTY CONTINUE UNTIL THE CONTRACTOR HAS N011FIED THE CITY ENGINEER OF THE ADJUSTMENT THAT L LINE FROM ALL FRONT LOT CORNERS. A 1/29v DIA. + WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION DIG T Call: TOLL FREE 1- 800 - 227 -26Q0 AT LEAST TWiQ DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CROOKSTON AVENUE s' wnNC w/2 / STA. 10 +00.00, C.L. TO STA. 11 +06.24, C.L. I �- -CENTERLINE STORM DRAIN LIP CURB AND GUTTER AND GUNTTER CURB B.C.R. cV SIDEWALK w"�rCENTERUNE STORM DRAIN W 6' HANG LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N. T. S. I� � J 1 Q iN ccv t N• ABBREVIAT10Ns FL FLOWLIN E P 0 VC 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 PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE Q 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.Q.B. STD. T -1. -��-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rl -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 "W1 -7" - DOUBLE ARROW "R3 -5R" RIGHT TURN ONLY "Wi -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 SAKUT LIMIT LINE ""'� " " �""" • �'� • ..... TRACT BOUNDARY UNIT BOUNDARY •� �� EXISTING E.P. CURVE NUMBER FOR CURVE DESCRIPTION 1 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 261 BOTTOM WIDTH DRIVEWAY W %3' THINGS PER C.O.B. STD. ST-4. SECTIOLN DESIGNATION- SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN �', � •t _ ; .z._•j -` r_ : �_.^�- .- 1-,-�. � . T V - + FAIK3 , 1 T'gi LL 1 � _ � \ .'' .` ' . ;lam- .i ��-�y -�� •i � 4 `4� il,:'*r_ }} _ r--"?,:tt•. �...1_.....i.�.t f 3 -1. f t •R ,..,,..� 'S , .... j -� �•f' 14C 1 ��.. -.... ---�._ POD 1�1 � t ? D(P�M►AY �� -�-- -_ �._��. - - TRACT 6250 1 IP' PROJEC ■ �r.F A =A Y\ r ' 4 g airy PARK f. jkl Vk l f 1 1 J•r x�`.� �. i� mow„ *� ;p... � � .,�__�...�..- .- `__- .` ----�. /.?' `__` ^ --•-- 0001, ` -. �.. s....--..,. �...._..-<'_. ......_.- .- __........__- .... -,_ ._. �. �_...._ _ �i f^�A•��.Y"'..�lKfl°! '� .t4 ` � � � `j�C J� �.�1 �r 'sa�R� 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 CER11FICATE 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 11 AGG. BASE CUYDI 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 CL LENGTH LF 1473 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 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, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE -- - - - . �. .s.v.. • . r 1 ♦. V.`. ..J%.%.JZrG EXP. 6- -30 -16 UA It 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 C. FIDLER REVIEWED BY: PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12 -31 -14 ASSISTANT PUBLIC WORKS DIRECTOR DATE DATE REVIEWED BY: e��-- .,i;��i+ -..� TRAFFIC ENGINEER DATE PF KEY MAP- SCALE: 1 " =200' G iS ri C z W 0 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 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, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE -- - - - . �. .s.v.. • . r 1 ♦. V.`. ..J%.%.JZrG EXP. 6- -30 -16 UA It 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 C. FIDLER REVIEWED BY: PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12 -31 -14 ASSISTANT PUBLIC WORKS DIRECTOR DATE DATE REVIEWED BY: e��-- .,i;��i+ -..� TRAFFIC ENGINEER DATE PF KEY MAP- SCALE: 1 " =200' G iS ri C z W 0 0 ao u __j N v �- N �'.�° o 00 t! 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S + M �- I W V_ ♦ �. _ � Q N Nrn r• r• 1'r? o, .� _ �. !! z I w _ (� �Do _ 1`- N'7 d �1 -t- t- <C " tV t� 3 '� ci1 Uw co oc) � I + 2 ¢ t ¢ CO cz� r,.? t z t t w wcf, w + i �, w a, w w �.�., 3 w w �, ,Q 1.l .1 o Y co ca ao > N was 0 - cv ..� .J ¢ cr ¢ w r� n 0 Q ¢ �- d' o Q x . Q / �.. �- Q 4 / .� ; , '`'e w w • .�: .} . w w . W V�` + + !" 1�? C to Q �. r• t` `M .� �. r- L1C ¢ r, > N �-- > N Q t7� Cis F-- -' a[ �: Q M'3 �! , Q Z W F-- �[ ~'' , �-- a „�. }- , .�- +> 1- q • 4. c ? 4. N �► - Lt' O .� F- M w - w �, r► r' ¢ w r• < w r., ¢ - t-- :< Y C� C) w t- W oc �- �-- t- to '�C oa !, ,� 4,, ip MM co ¢ ¢ Y co to So �-- F-- I. ti Q © ¢ + + W o ¢ ,� I- to m w Cfl ©•; et .d- W C {f) t� Ln �-- f- _ w CO d , Q~ "- o r� r- _ o o coy U ? �- F-- _ �- „� . 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E"`• � " ' �• .a„ �` tij��j* Qx ft Z� ^' -• Q Q M Z POINT OF CURVE 0 F.O.C. . PRi VATE STREET STA 26 +13 54, G L 18.00RT.= 4 � � (:*:� c� .L. TO STA. 22 +00.00 C.L. STA. 26 +09.72, F.O.C. �. ��. � G. ry� a � ���,�,. � STA. 10+00.00, C T.P. ELEV. 364.68 c- ,`� 2} '�' c ; 2 ,r,3 SCALE: 1" = 50 HORIZONTAL � �t• � C-2 1 gi VFRTICAL 374 372 370 368 366 364 362 36C 35E 35( 354 16 17 10 1a �.. CURVE TABLE ©Y RADIUS LENGTH aQ wm DELTA 1 10.00' 7.95 4.20' 45 *341 23" Q •,.r 39.27' J 90W00" Z � 618.00' Q � 71.59' 13'12'54" }4 10.00' 8.07' 4.27' 46'14'32" am 10.00' Q� 4.13' :3= W to �Z 15.00' Z 017416" P /L 25.00' 30.63' r- W J p8 Li tLl L 153.25' 29 *30'14" w w 25.00' 35.77' 21.73' 81'59'O3" 1 w w _j -; Z • • U U 01'03'43" 102'49'12" U U p in pw 0 00'26'12" 91'21'15" !� 25.00' 39.39' c> C) U 0) C) W o o ca�> w Do c) + � 0 p 9.90' 5.40' w ,j _ 10.66' Z cz)s H FQ- vI V♦ 106.24' t�^^ V! 02.45'56" 489.35' S88"48"02 "E ao u __j N v �- N �'.�° o 00 t! CROOKSTON AVENUE 0 0 0 r Ii, �' SEE SHEET 4 t1 ti u a o MABELTHORP DRIVE - 1-- •`' tt a it It• UNff �, r= MARKET HILL WAY tt Ii. °. .� �► o' -� "� w AR DRIVE F-= �' m ..•� J r SEE SHEET 3 c� � ci 4- • -j U w _ `' ` ° �_ J m 0 CASTLE B -� 0 0 � m 0 SEE SHEET 3 0 _ >w z.. '" 0 o ac m SEE SHEET 3 0 0 a _ .__ _ -�_ __ Z _ w °° - r C) Ca � C? C3 C6 N U N ! O .- M i �- t ^' N W 1�.. J t J I Edo t.t_ _ �3 o + U co co caw U Uw 1 18 a w x r r '� M ci C'V 1 �. N 1 18 'dy �N� /•.� r M !.t_ r g% isi N !_ //���� W ! .l,._ �• m !� �- d• w w w „ •. f �! .i l y � YV �J (1 t„_,� _1 - 1,,,,� ..J ! ! �- �-. r• d- e- Q 2 26 w • . m J ! ! i - J -i J . . s U f 2} It _ ...J - 1 -- 4 tE? EV �t3 �- U I M J t� t�7 w w Z Z0 .� .� ...., co 6 26 1 c.i LA_ I c-ac.�. U w f ,,� U �- Z o0 0 _ ; I; '�M cn o a 3 2 N c? w ;: W ` ,_ C.3 LL C.� '` Z _ { ! U 1�.. LL: m �A �. ♦ii�f..M1 [� Lid i-- N N Q N N [© �y U U 4 c.i Li. 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'• __...__._y -n„ .. � � .�... :'- ...rte..-- :w-a -_ .v •.,4 Cdr- ��' • r+- .r. •'.,rr• � `-�_..__ ;;�. - X k _ x 2 g S co co _ ___ _ _ _ 1 1 _ 1 _ .__ 4 Aw ;a Q ;■ 2 T - s !! !� r. 3 25+ 1 ! 4 x 1 N y; �� ' > ...�..�. < < �..7 S < = - - v r. •, C E , t d r s ______ _ - - ---- -- -- , - ! "} _ _ �. -� - - L4 24 +00 S - - - i ----- - --E L3 " -- p :« w x 1 g+ D L2 i { ,. - 9 f L1 1$ +C�a" CD r 7 +C1C co _ f O 2 (" 33 rl 0 _ _ P r TYP 1� T _ - = - _� __ S88* 02 E - -. - .: �: � :" :,� _ -_�-_- _ - � -. --- �-__ 26 f WL x y.n._ _ - _ _ �g r r w L • J • ' I _ , < c� of - I - cr -,�. � - -- C o o N �� � - - - - .. M- t o - r _. __[ o .. p o t t t -' 2 2 _� -- _.. - tt o �_ tl .._�.M...._._.o -_ .1 t�, fl ,_,._ c, �..,_. c� w - ,� o �-I o ,� ,_,_{ ,� j t�tiw�_ c� 2 _ I o- �.... >-- p - O o C� �.. - w w o0 - L[? °�-° w .- _ 0 F+- p o 0 0 © u7 © �. tti tom. t[7 t.� Y Mi _� r�7 r'7 . U } �"� - -�, I. w W_ w o �, �- LO ,_,_ - M'l - N !� � - N -J © M N � Y CV N >- n N >- �- r. >" �►` t� n M Go ; - Q w N w � • 1 V L N Ir N t fi � N LC`1 Q � N 1 � r• � 1 y�' CN r� _. N t�7 N �j Q }- i� it U U- OQ N 1.U- i'� Q N v_ CV 0....� t 4 �'�"? �j -•-j C`] �. Ut.a.. N �.,, �`` 1 ,7; �- t� w �- + Q Ln ¢ t,,� •eC to -J- .- - N N t!7 !�► td7 U M r` M M U 1f? + -}- y- �- �y .� + C> �r -}- U �[7 (� N N + `''` >- r` �' + Q L11.7. .. t M t w w ? - +,.' - w + rry r� + }- i� r•,, + >- rte- ..� o + tom- = C3 I �- t` 01 >-- r-,/, Q U- I ,�.� i w w y. d- +u > u> w �. : cy w d- .� w + + -� o { Cis { .� �, t ~ > ¢ Ln N ¢ CO w w� N •- �`` �`` d" + N . + - ' - - N - - -w �, ._.. >_ N NI r• r- co >_ I > N tr t� t . O o W I 00 1 ll7 Q «3 �- -t-- N N t N " '� 1 �-�- >- r.- - " I �•- r= 5 nt = >- r� r~ t �- r` , Q � �c a� ,r U w r` U N � + N I I Y 0 o co w N i w N N E,� fiC� ..� U �-- U i.t_ �- W +,. S + M �- I W V_ ♦ �. _ � Q N Nrn r• r• 1'r? o, .� _ �. !! z I w _ (� �Do _ 1`- N'7 d �1 -t- t- <C " tV t� 3 '� ci1 Uw co oc) � I + 2 ¢ t ¢ CO cz� r,.? t z t t w wcf, w + i �, w a, w w �.�., 3 w w �, ,Q 1.l .1 o Y co ca ao > N was 0 - cv ..� .J ¢ cr ¢ w r� n 0 Q ¢ �- d' o Q x . Q / �.. �- Q 4 / .� ; , '`'e w w • .�: .} . w w . W V�` + + !" 1�? C to Q �. r• t` `M .� �. r- L1C ¢ r, > N �-- > N Q t7� Cis F-- -' a[ �: Q M'3 �! , Q Z W F-- �[ ~'' , �-- a „�. }- , .�- +> 1- q • 4. c ? 4. N �► - Lt' O .� F- M w - w �, r► r' ¢ w r• < w r., ¢ - t-- :< Y C� C) w t- W oc �- �-- t- to '�C oa !, ,� 4,, ip MM co ¢ ¢ Y co to So �-- F-- I. ti Q © ¢ + + W o ¢ ,� I- to m w Cfl ©•; et .d- W C {f) t� Ln �-- f- _ w CO d , Q~ "- o r� r- _ o o coy U ? �- F-- _ �- „� . M 01 - w n �, -�''� to o a < + +> F-- ©f- m � f¢- �.. w N N �-- N N + f Co c Q> t- {� i Q Cn N N h- C-3� to J J U NCV,: ctia�[i to w w (n W N ° ¢ ° `� g Co to w H E-- m Ca C� W �,, ~ c::aj U7 w N N W {n �' {n L7 w t W JC �,,, a •� Q cu �,> ... ..� ` f/ f, f: ' !� �*•• NN_ p 0) 0) p ¢..: t t- F- •�- -t-.> J to 0 w -{ aC tY- -:� - J �, ': C-y m W C:3� to C� c!) cam' cn N N Q �,[ <[ a + + + .� > 1-- F ®+ ' o W C� V] t73 (� U U W Q Q Q a J �,--_ a. U � E-- a � � N � (� � � � � C9 „� j (� ` � • W ♦ O.. V Cow J ( 01 C� Cn W U U Cif t!! to o0 oD V_ �� w !� �•' •�7 w w r {�'. W © �_ �w Z w w � 6 - V c J c t � U U UNIT U V l {i `� W V J V J 2 4 t3� . f,. °i� t� ,Q t y�, �• •,� �` 0© , j ,, air � t„f V• Cr) w w UNIT 14 All QQ Q •aC Q I"'� 0 Q <= d,� w P t- 0 - 130 '1111• o c� cn �-- o 0 c'vc� ..,� ' o ©" �`' " r,, �� ,,' tx• <v �, , o- t- H- V� U " a "'s +© p tit .' b cn' �- �' �,� '�' °r �; {b U 0 0 to Vii.- w r7 0 U �c'� o C� � ,Q: C.� �• •►. 'T / v � r C.� �? '"3 *.• E5 � Q 12 N V) � j + t/? E"`• � " ' �• .a„ �` tij��j* Qx ft Z� ^' -• Q Q M Z POINT OF CURVE 0 F.O.C. . PRi VATE STREET STA 26 +13 54, G L 18.00RT.= 4 � � (:*:� c� .L. TO STA. 22 +00.00 C.L. STA. 26 +09.72, F.O.C. �. ��. � G. ry� a � ���,�,. � STA. 10+00.00, C T.P. ELEV. 364.68 c- ,`� 2} '�' c ; 2 ,r,3 SCALE: 1" = 50 HORIZONTAL � �t• � C-2 1 gi VFRTICAL 374 372 370 368 366 364 362 36C 35E 35( 354 16 17 10 1a �.. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95 4.20' 45 *341 23" Q 25.00' 39.27' 25.00' 90W00" E BCR 618.00' 142.54' 71.59' 13'12'54" }4 10.00' 8.07' 4.27' 46'14'32" 5 10.00' 7.84' 4.13' 4454'41" fi 612.00' 15.00' 7.50' 017416" P /L 25.00' 30.63' 17.57' 70'12'34" p8 582.00' 299.70' 153.25' 29 *30'14" 0) 25.00' 35.77' 21.73' 81'59'O3" 1 2058.00' 25.00' 38.15 44.86' 19.07' 31.33' 01'03'43" 102'49'12" (D 2183.00' 25.00' 16.64' 39.86' 8.32' 25.60' 00'26'12" 91'21'15" !� 25.00' 39.39' 25.12' 90'16'05" 25.00' 600.00' 2213.00' 34.96' 50.97' 15.00' 21.03' 25.50' 7.50' 80'052" 04'52'01" 04'23'18" 10.00' 9.90' 5.40' 56'43'54" 10.00' 10.66' 5.90' 61'04'46" 1& 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" 2219.00' 40.33' 1 20.17' 01'02'29" STATIONING TABLE "B" - L.S. LOT LEGEND.: L (CONI BEARING LENGTH L1 R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. ABBREV{ATIONS FLOWLINE POVC POINT ON VERTICAL CURVE -�- "R1 -1" - STOP *W31 ACA }" -END C.L. CENTERLINE BVC BEGIN VERTICAL CURVE L4 "R6 -1" - ONE WAY 4 -1 -DEAD END 4 -2" - NO OUTLET "R5 -1" - DO NOT ENTER *WI 4-2* E BCR ELEVATION EVC END VERTICAL CURVE BEGIN CURB RETURN PI POINT OF INTERSECTION S50'59'43 "E "R26(CA )" - NO PARKING "W1 -r - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY W1 -6 - SINGLE ARROW ECR BC EN CURB RETUR N P RC POINT OF REVERSE CURVATURE :D BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 5.18' "R4 -7" - KEEP RIGHT "W1 -1" _ CURVE ARROW "R81 {CA }" -BIKE LANE "W3 -3" SIGNAL AHEAD EC END CURVE TC TOP OF CURB L8 S01 *11'58"W PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS F.O.C. OF VERTICAL CURVE FC FINISH CONCRETE FACE OF CURB A.P. ANGLE POINT 0 STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS P /L PROPERTY LINE C/G CURB &GUTTER Z CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ! FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STA. 27 +65.541, 21.20LT. SS NOTED DOTHERWISE. C.O.B. STD. D-14* UNLE - --'- s SEWER - REFER TO SEWER & STORM DRAIN PLANS P.R.C. EXISTING SURVEY MONUMENT 365.25 - P.R.C. STA. 26 +90.78, C.L. FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1 • O . SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. FURNISH &INSTALL METRO STREE T NAME SIGN PER C.O.B. STD. T -1. G SEWER CLEANOUT -- REFER TO SEWER & STORM DRAIN PLANS. --C'7- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY a - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE STATIONING TABLE "B" - L.S. LOT UNE TABLE LINE NO. BEARING LENGTH L1 S88'48'02"E 139.00' L2 588'402"E 272.00' L3 S88`48'02" E 272.00' L4 S88'48'O2"E 142.42' L5 S50'59'43 "E 52.35 L6 S39'12'44 "W 5.18' L7 S01'11'58 "W 151.00' L8 S01 *11'58"W 146.00* STATIONING TABLE "B" - L.S. LOT REF. NO. DESC. CE STATION T.P. ELEV. F.L. ELEV. Ir-- -� 51 521 P.C.C. STA. 26 +67.59, 31.02LT. - 364.34 P.C.C. STA. 26 +71.65, 47.09LT. - 364.38 '� 53 E.C. STA. 26 +99.81, 65.29LT. 365.28 - 54 uj > 0 B.C. STA. 27 +46.45, 54.83LT. 365.41 - I- 1551 C� E.C. STA. 27 +66.209 26.34LT. 365.47 0 Z 1561 Z F- B.C. STA. 27 +65.541, 21.20LT. 365.44 - 57 58 IUL P.R.C. STA. 27 +41.74, C.L. 365.25 - P.R.C. STA. 26 +90.78, C.L. 365.03 - NOTE: STATIONING BASED ON FRENCH PARK LANE. LEGEND.; (CON T•) 0 CURVE NUMBER FOR CURVE DESCRIPTION 11 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. ................ . . .. x CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3 ! WINGS +' e x P'l PER C.O.B. STD. ST -4. rY " .3 PIPE SIZE 8 "S-- UTILITY S =SEWER D =DRAIN SE_, DESIGNATION: SECTION LETTER A 2 S'I'W WHERE SECTION IS SHOWN 378 376 374 372 370 358 366 364 362 360 28 374 372 370 368 388 364 362 360 358 356 7 354 27 Its CONSTRUC71ON NO YES: 1 CONSTRUCT TYPE "B" CURB & CUTTER PER C.O.B. STD. ST--1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 4 AND 6" CURB FACE PER DETAIL *1219 ON SHEET 4. 5 3' SIDEWALK EASEMENT To BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. FURNISH AND INSTALL 1 - 2" CONDUIT SCH 40 PVC, PIPE FOR 7 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 ". CONSTRUCTS" 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 "• INSTALL W31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE 10 BOUNDARY OF TRACT IF ADJACENT PHASE I S NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 378 376 374 372 370 368 366 364 362 360 1.0 n rncurnu nADV I Ll tCYTCAIC1fWN PRIVATE STREET ) `�'...w. s, 18' U-1 _ O �? w� c� !yam VARIES w LANDSCAPE-J LOT 26' R S SIDEWALK EASEMENT 8' 6' 15' uj Z qu_j 2% MIN. DSCAPE AREA L 0.20' A.C. PAVING - 1-0.4V AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION A SCALE- 1' _ 10' 2 R q FRENCH Pwac uN (EXTENSION) 3' SIDEWALK 269 (PRIVATE STREET) EASEMENT 1 _, I �•--I w 5p 6y Z o ui 2% MIN. ' .. . �._ � -2%- LANDSC� LOT EXIST. SIDEWALK EXIST. 4 LANDSCAPE 0,201 A.C. PAVING EXIST. CURB O.40' AGG. BASE - EXIST. GUTTER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION ri* SCALE: 1 " = 10' 2 It FRENCH PARK LN (EXTENSION) (PRIVATE STREET) 26' C> W W < a VARIES- UN I PE 5' I 6' -12' 1 VARIES 3' SIDEWALK EASEMENT z 0 Li 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. REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE 1 FOR USE ELSEWHERE. 1 CONSTRUCT CASE "F" RAMP PER DETAIL "1" ON SHEET 4. CONTRACTOR To VERIFY EXISTING 2" CONDUIT SCH 40 PVC 13� PIPE FOR LANDSCAPING INSTALLED WI TH UNIT 16. FURNISH AND INSTALL IF NOT CONSTRUCTED. NOTE• 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. R 5! R/W 25' L/S STRIP Lc EXIS77NG C >c A. D. PA WN ' VAgyrS 2X W 2% EXISTING -.- �,EXIS77NG SIDEWALK CURB & GUr7ER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION rc SCALE: 1" - 10' 2 t LOCAL ST. 2fi' (PRIVATE STREET) 26 12' -18' 18' 6' S' VARIES I I 1 S SIDEWALK EASEMENT c`� ~ w I 2% MIN. SCALE: 1 * = 10' HORIZ. 1 = 5' VERT. \*,, 2 01R ,6 r sr zor l LANDSCAPE AREA DIfr AILERT Cali: TOLL FREE 1 -840- 227 -2640 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0') 0 n < �. O Z O0 Ci O �- Q J I U w r w 00 o ) w Q m It co V_ 00 � ED 0 Z o J m o o > U t Q • qw Irm t= Ir-- -� Z co w t3 '� y LJ > uj > 0 GL C> I- C� Z W low W 0 Z Z F- cow c a: > IUL '.� �1 Lu qqt M U) no" W J 0 a �IIIIIII�I • qw Irm t= Ir-- -� Z co w t3 '� y LJ > uj > 0 GL C> I- C� Z W low W 0 Z Z F- cow c a: > IUL '.� �1 Lu qqt M U) no" W J 0 a W cm a O V VWi UNUNIT 14 m FRENCH PARK LANE => SEE SHEET 2 6 18' 18' t I m 26' I 26 t - ¢ c co f 7 U.11 • tf l a CX cp 1 8 ♦ f 374 372 370 368 366 364 362 360 358 FRENCH PARK LANE L.S. LOT SEE SHEET 2 UNIT 14 11 J w a • v C7 (j © Q 14- amf dui (D Uj zzQz�� -tea: wm� cn um- 34 wm n � H a Q m0 U Y L` w w W z t[? 2) co� 4�L �; cd 0=> cn Vn 33 CASTLE AR DRIVE (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +51.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 4 ; F { a {( 1 j t - ¢ c co f ♦ f f j � W j W • •• f ♦ .11101 t J J too I I f © `fF. W $ t . (. to a to 5 5} J , ,J `` J J j j M M�I - -� E { V V- lso qqr _4----� W j W $} W W � �•.;, [ [�V.� � Z Z_ it1 q • f . ► 9 9 i i t ti J t �C/i�� f � t W - -I- a 4© d i • ' # • U U ♦ ♦ - -! ( © Q ( ' m i` `` r- W W C C? ! !�- f fd- H to �_. . Z W W LL S . , _..0 Q ._ �«.-.. . ..._.._.�.1 _,�_ � �. _ _ { { {`' f f ROPOSEU EAST F FL 3 3WLINE , d t SFE { I 1 10 3' SIDEWALK � 2' EASEMENT 14' 12' LANDSCAPE AREA 11 CL LOCAL ST. 26' (PRIVATE STREET} 26' 1 12' 12' 374 Jj 372 i 370 { E i 366 s 364 { 362 360 358 _ 356 12 ..........r �. 12 13 z w O Cs to Al. F= an n V) OCg M J-0+- - - �-C 16 374 372 370 368 3W 364 362 360 358 3% L.S. LOT UNIT 14 FRENCH PARK LANE OV 1--: P it SEE SHEET 2 jr a o �-- SSE BEET LANE L. S. LOT UNIT 14 19 11 J v 6U -i O �0 to w + +? v- V-� wm co ti - w a Q V_ "uj U I.E. 3: }- Aw[R 1r D ±± ir M u Q in in 18 MA RKET HILL WAY (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +46.00, C.L. SCALE: 1� = 50' HORIZONTAL 1" = 5' VERTICAL 1 i -z Q 00 ! ! J N i . s ; C44 V_ E ; a �! r l >; >; Y � M J' J W W E O > s ii. 1 W ....t J 1 i.l.. ; i Li r� ''� M - J J CID J - w > iui Lu I j W •• i w i w t +� X E air Lq W i ca ui CL LLj to ci CD C �' w c! cn ♦ ~ ' " cn a.. cn ! Q Z 5 11 1 } --0.51 ` S =-- • 25 1 i OSED . `0 f 4 EAST FL NE r. !�. j F ! tf i } I PPRAXI r ADE 0 ENTERLI E -" Z 1 1 10 11 CL LOCAL ST. R (PRIVATE STREET) 26' 18 12' -18' 14' I VARIES ARIES 12' 2' 1 3' SIDEWALK EASEMENT w 1 0 2% MIN. ---- -- LANDSCAPE LOT 2% I LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION F SCALE: 1 10' HORIZ. 3 1 = 5 VERT. LEGEND* LEGEND; CON T. ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1" - STOP "W31(CA )" - END C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R6 -1" - ONE WAY "W14 -1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE "R5 -1" - DO NOT ENTER "WI4 -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 P! VC PANT OF INTERSECTION TP TOP OF PAVEMENT a STORM DRAIN -REFER TO SEWER &STORM GRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F. 0. C. FACE OF CURB Q.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. CC SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.Q.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 374 372 370 368 366 364 362 360 358 12`''"' J 19 z: Y ♦ s L s� Non Z r FRENCH PARK LANE SEE SHEET 2 FRENCH PARK LANE u6 SEE SHEET 2 li � - � i+ W i N. >C� >o 7 >p jp . � Y z Ai ...... 8"D 64 1 +00 1 co r� i1 PA � C) c� a w cv ev ° Ar- o -+U' U z d pi �i [n C>C> cD wR why W 06 t- = v- v- j MA BELTHO R DRIVE R 6' -12' 1 5' VARIES 1 i 3' SIDEWALK EASEMENT aW wm W � 2% MIN. f LANDSCAPE AREA (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 tt? Ca Em t� LJ r= z w 3 w tD i i= � i c� J f m J . _ t J J I ' W 1 W� w cq i LL: [ s + _T, w 1. to, i 0 w Q Q '• oc m Q, cn ` • �E 01, I c.0gj f ; M A P ,n y� ? r_ � '� �- f sib �; j t� _ r to M 4 � 4 ? J J �' X W W Ll„i --__ PROP i SED _ .____._ Vic`• '-'". WEST OWLINE d ® S = -p425% 3 1 ice._..« -� - .�.- ..,..... � .- ......,..- .,...,...._.___.�_i. _,,. � ..- ......._..�....- ......._.._. __� _.....- _._- __._..........i.- . -r -__ .._.......�....._.. i 1� 1i (1 ) CURVE NUMBER FOR CURVE DESCRIPTION Q 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. S CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS � PER C.O.B. STD. ST-4. ,r--- PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN FRENCH PARK LANE SEE SHEET 2 z, ilk zsl lop* gyp_ � yr' � � h .. op -' GOOP to M !4 c_> W z WE w � UU p Wi (=� °qr- cn + W �N to cncn 374 378 372 376 370 374 368 372 366 370 364 368 362 366 360 364 358 362 360 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 10 11 CL LOCAL ST. R (PRIVATE STREET) 26' 18 12' -18' 14' I VARIES ARIES 12' 2' 1 3' SIDEWALK EASEMENT w 1 0 2% MIN. ---- -- LANDSCAPE LOT 2% I LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION F SCALE: 1 10' HORIZ. 3 1 = 5 VERT. LEGEND* LEGEND; CON T. ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1" - STOP "W31(CA )" - END C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R6 -1" - ONE WAY "W14 -1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE "R5 -1" - DO NOT ENTER "WI4 -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 P! VC PANT OF INTERSECTION TP TOP OF PAVEMENT a STORM DRAIN -REFER TO SEWER &STORM GRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F. 0. C. FACE OF CURB Q.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. CC SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.Q.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 374 372 370 368 366 364 362 360 358 12`''"' J 19 z: Y ♦ s L s� Non Z r FRENCH PARK LANE SEE SHEET 2 FRENCH PARK LANE u6 SEE SHEET 2 li � - � i+ W i N. >C� >o 7 >p jp . � Y z Ai ...... 8"D 64 1 +00 1 co r� i1 PA � C) c� a w cv ev ° Ar- o -+U' U z d pi �i [n C>C> cD wR why W 06 t- = v- v- j MA BELTHO R DRIVE R 6' -12' 1 5' VARIES 1 i 3' SIDEWALK EASEMENT aW wm W � 2% MIN. f LANDSCAPE AREA (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 10 +51.12, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 tt? Ca Em t� LJ r= z w 3 w tD i i= � i c� J f m J . _ t J J I ' W 1 W� w cq i LL: [ s + _T, w 1. to, i 0 w Q Q '• oc m Q, cn ` • �E 01, I c.0gj f ; M A P ,n y� ? r_ � '� �- f sib �; j t� _ r to M 4 � 4 ? J J �' X W W Ll„i --__ PROP i SED _ .____._ Vic`• '-'". WEST OWLINE d ® S = -p425% 3 1 ice._..« -� - .�.- ..,..... � .- ......,..- .,...,...._.___.�_i. _,,. � ..- ......._..�....- ......._.._. __� _.....- _._- __._..........i.- . -r -__ .._.......�....._.. i 1� 1i (1 ) CURVE NUMBER FOR CURVE DESCRIPTION Q 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. S CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS � PER C.O.B. STD. ST-4. ,r--- PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN FRENCH PARK LANE SEE SHEET 2 z, ilk zsl lop* gyp_ � yr' � � h .. op -' GOOP to M !4 c_> W z WE w � UU p Wi (=� °qr- cn + W �N to cncn 374 378 372 376 370 374 368 372 366 370 364 368 362 366 360 364 358 362 360 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 (1 ) CURVE NUMBER FOR CURVE DESCRIPTION Q 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. S CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS � PER C.O.B. STD. ST-4. ,r--- PIPE SIZE 8 "S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN FRENCH PARK LANE SEE SHEET 2 z, ilk zsl lop* gyp_ � yr' � � h .. op -' GOOP to M !4 c_> W z WE w � UU p Wi (=� °qr- cn + W �N to cncn 374 378 372 376 370 374 368 372 366 370 364 368 362 366 360 364 358 362 360 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 FRENCH PARK LANE SEE SHEET 2 z, ilk zsl lop* gyp_ � yr' � � h .. op -' GOOP to M !4 c_> W z WE w � UU p Wi (=� °qr- cn + W �N to cncn 374 378 372 376 370 374 368 372 366 370 364 368 362 366 360 364 358 362 360 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 374 378 372 376 370 374 368 372 366 370 364 368 362 366 360 364 358 362 360 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 li r-. L •J ♦V _J0 LOT U za + O f M z I r cp a 0 - uj ©� cn in t6 to Wcn + )mv- V , W m in C R OOKSTO N AVENUE s (PRIVATE STREET) STA. 1d +Q0.00, C.L. TO STA. 11 +06.24, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ' Y--^'-•_-•---•-•--..-. ._...�- .T- .- .-- ___....._- .___.. _ � _- �._..... ..-+ e-+..-..._..1. �.+._._.,..- e.-..._._._._-+.-... r.-,_. r_ ....�._....._..- ._- _r.- .- ....�. __..-- .- ._..._w- ..,_r....._t. .- .«a..« --n_.. .-- i_+...- r . ........ ......... ........... -.. -.-. �# ...«_... .,- ...._...,......- ..+.... -_-•. i 1 i f i __ -- _ E i 3 4. I lite) t Wo E 1 V t© 00 co; c° C.D Y ! ' /� � >< 1 ZD W w W W W �Q, o to ' ort E C4 t - .4- .-_... ........,.._ i ... Lf Q w� v/ Lim LAj G3 Go Cj 000 w cn IV- __j WWI Li. © {{ 6 cn Z1 0 F- .._ cn . Til 0 La In co cn S= .86 s PROPOSE �x, 6; s­1 cylr �3` r r r f E EAST, FLOW-IN RO° 41€ ; f ; `[( 1 �� ' � w. ��,. �- fn1 >t:=. 4� 7 ', f L.. �t i.«. -.""04 't ��f, (f E i l y e 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 10 QONSTRUC11ON NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 3 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. 5 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 7 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 ". 9 CONSTRUCTS" 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 11 378 376 374 372 370 368 366 364 362 360 LANE TABLE LINE NO. BEARING LENGTH L1 S88'48002 "E 139.00' L2 S88'48902 "E 272.00' L3 S88 "48102 "E 272.00' L4 S88'48'02 'E 142.42' L5 S50'59'03 "E 52.35' L6 S39'1244 "W 5.18' L7 S01 *11'S8"W 151.00' L8 SO111'58"W 146.00' CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 CURVE TABLE CURVE RADIUS 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' 13'12'54" 4 10.00' 8.07' 4.27' 4614'32" 5 10.x' 7.84' 4.13' 44'54'41" 612.00' 15.00' 7.50' 01'24116" Q 25.00' 30.63' 17.57' 7012'34" 8 582.00' 299.70' 153.25' 29'30'14" 25.00* 35.77* 21.73' 81'59'03" (9) 2058.00' 38.15' 19.07' 01'03143" 1 25.00' 44186' 31.33' 102'49112" 0 2183.00' 16.64' 8.32' 00726'12" 0 25.00' 39.86' 25.60' 91 *21'15" G 25.00' 39.39' 25.12' 9016105" 0 25.00' 34.96' 21.03' BOV7'52" 600.00' 50.97' 25.50' 04652'01 " 0 2213.00' 15.00' 7.50' 00'23'18" 10.00' 9.90' 5.40' 56.43'54" 10.00' 10.66' 5.90' 61'04'46" 2201.00' 106.24' 53.13' 02'45'56" (2) 10.00' 7.92' 4.18' 45 *23'19" (a 10.00' 7.99' 4.22' 45'45'29" 0 2219.00' 1 40.33' 20.17' 01'02'29" STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 STAII ON I N G TAB LE "A" -- FREN CH P ARK LAN E C.L. STATION F. L/ F . 0 ♦G. STATION REF. NO. DESCRIPTI N 16 E.G.R. -T.P. ELEV. 363.21 STA. 10 +37.00, 12 ♦0OLT. STA. 10 +37.00, F.O.C. n17 B.C. -T.P. ELEV. 363.17 STA. 10 +52.00, 12.0OLT. 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. 1 E.G.-T.P. ELEV. 363.37 STA. 10 +68.28, 18.0OLT. STA. 10 +67.90, Fa.C. P.R.C. -T.P• ELEV. 363.22 STA. 11 +41.88, 13.49LT. STA. 11 +45.04, F.O.C. 21 P.R.C. STA. 10 +59.14, 15.00RT. STA. 10 +59.95, F.L. E.C. STA. 10 +66.28, 18.00RT. STA. 10 +67.90, F.L. UNIT BCUNDARY STA. 11 +51.00, C.L. -- BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28 -DOLT. - 55 END S/W EASEMENT TRANSITION STA. 11 +31.00, 29.00LT. - ® BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.0ORT. - 7 END SEW EASEMENT TRANSITION STA. 11 +31.00, 29.0ORT. - B.C.-T.P. ELEV. 363.85 STA. 10 +52.00, 12.0OLT. STA. 10+52.00, F.O.C. ® P.R.C. -T•P. ELEV. 363.95 STA. 10 +59.14, 15.00LT♦ STA. 10 +59.95, F.O.C. E.C. -1P. ELEV. 364.05 STA. 10 +66.28, 18.0OLT. 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 STA. 11 +46.00 C.L. - Q P.R.G STA. 10 +59.14, 15.0ORT. STA. 10 +59.95, F.L. ® E.C. STA. 10 +66.28, 18.0ORT. STA. 10 +67.90, F.L. 3-]5 BEGIN S/W EASEMENT TRANSITION STA. 11 +51.00, 28.00LT. - END S/W EASEMENT TRANSITION STA. 11+31.03, 29.0OLT. - BEGIN S/W EASEMENT TRANSITION STA. 11 +46.00, 28.00RT. - D-81 END S/W EASEMENT TRANSI1ON STA. 11 +26.03, 29.0ORT. D-91 UNIT BOUNDARY STA. 10 +51.12, C.L. - ® P.R.C. -T.P. ELEV. 365.20 STA. 10 +48.54, 15.0OLT. STA. 10 +49.47, F.O.C. 41 P.C.C. -T♦P. ELEV. 365.34 STA. 10 +55.65, 18.0OLT. STA. 10 +57.46, F.O.C. 212 END t 6' WIDE CROSS GUTTER STA. 10 +24.34, 21.62RT. STA. 10 +23.80, F.L. q INTERSECTION - 6' AND 8' STA. 10 +18.69, 23.08RT. STA. 10 +18.01, F.L. ODE CROSS GUTTER ® BEGIN 6' WIDE CROSS GUTTER STA. 9 +89.53, 30.40RT. STA* 9 +88.30, F.L. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 4. 1 REMOVE AND SALVAGE EXISTING W31 (CA) BARRICADE FOR USE ELSEWHERE. 1 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. DIfr ��I�]lZT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ro 1- co V) 00 r*-. �� � co O V is 2 .. z � I g o Q •�- w C) 00 w o .-. D W (Q U) © V) •�.• N of >'= •• w o W Q 6W cn o v O• Z x ► �a I a z cn 0 5 w • d' Li ;�- > Got a z cm 0 Z CO J �.- SC v)d 0 Z ac a Lu W > CU > Ca HaCk0 cc a IL w 0 IN=w Lu W t J= 1. F. H p 0) J ca <W W (. -i-� Q ui E ! 12 co ui .. a .0 W I W c 0) I LL 0 A 2% MAX A SIDEWALK X � � SIDEWALK 2% �E NOTES MAX SEE 10 AND 11 SEE ' z a FRONT EDGE NOTE 7 `� NOTE 7 N OF SIDEWALK FRONT EDGE OF 6 SIDEWALK TYP c� 0000 00000 Q 0040 0000,0 w 000000 000000 0088 o0, Z w 0000 000000 RETAINING 0080 M O0 Q Q 0000 000000 0000" 0000 a °0 °000 °o X 0o000 CURB BOTH 10% MAX 0000 0000 10% MAX d SIDES OF 000000 0000 0000 0000 000000 000000 oo0o a000 000000 000000 a000 ooa AT CURB 00000© 00000© AT CURB 000000 000° -°0� RAMP) edaeee aeeC1ee �,n�nnn .,�r,r, -mwoA 4' -0" MIN rncC7 n GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN �wwi ROUNDED -- -,,,, SEE NOTE 9 2� MAX 8.33 MAX SECTION A--A 0cre 0 1.67" TO 2.35" CENTER O OQ TO CENTER SPACING OO OO OO RAISED TRUNCATED DOME PATTERN SIN —LINE DETECTABLE WARNING SURFACE SEE NOTE 10 EXPANSION JOINT AT SIDEWALKS. , CONCRETE WALK, WHERE OCCURS. FINISH GRADE - �1 - w NOTED, N CLASS "B' CONCRETE ( 5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' - POUR ON C,.-OMPACTED SUBGRADE 1-5-0" MIN- I A rACF' F SEE NOTES 10 AND 11 APPROXIMATELY 3/4! 1/4'p GROOVING DETAIL N 0.45" o TOP DI A 0. " BASE DIA RAISED TRUNCATED DOME NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4 E -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 314" 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 U11UTY 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 0 !0 A.C. PAVEMENT CL. 2 AGG. B ASE DETAIL "2" 6" CONCRETE CURB DETAIL, N.r.s. PRIVATE STREET R =10' R =25' =10' 15' P�n Iwo 'r I 3 w a � LOT SIDE I5' SIDEWALK 6' � 11' DETAIL "4" TYPICAL CORNER N.T.S. 2' SINGLE FIXTURE STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 14' FORT COLLINS 8214TFP6 CL SSIC 8930 SINGLE) 3 19„ 19" RADIUS IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) � " x 18" x 3" ANCHOR BOLTS (4) #4 VERTICAL GR6Q REBAR (4� #3 TIES 0 10 SPACING (4) Mi" x 18" x 3".�[ ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "3" STREET LIGHT PIER DESIGN N.T.S. WA Ka- M 01