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Me WOOD DUCK STREET \ u _ _ _- I 'rW►�1 - t _ - �, .�t _- _.`_ _ I-.__ IRS LINE - - _ - - _ - _ _ _ • _ _ . .- _ $ i . _ +. _ _ _ y- _ 1 PKWY ( + # _ _t + -t _ 1 t{ _ } _ -_ _ F_ -- _ _ PLAN #3033 .._�* - _ qy_�} � --; ----I-= - I- - -- -- - _ -{� '-----. _} 0m -i : _t :+ - -- _ - _y t _= _ ___x _ _t-__ _ II - _- r4 . -- - -- _t ; + _ : i<Oy, + I - - - - z- r+. +__ -t-- .- -t-_.- ._._.. _ +- -$:----- . - .- ; i -- _+ --- '- _ __ __. .}, 12+00 13+00 14+00 t ------ _t_ .„, ___ _ _.. _ {y. __ ... Y=- _ PROFILE SCALES __- �__.. =-` -= HORIZ. 1.=40 _ .. _ -1 _- VERT. 1 "=4' 15+00 8+00 9+00 NOTE: _ SOME GRADE ELEVATION VALUES ARE Iiiiii 7 ABBREVIATED. WHERE AN ABBREVIATED IL-1 ELEVATION OCCURS. ADD 1400 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION.CL INT 10+00.00 WIDGEON WAY BRANT DRIVE WOOD DUCK STREET SEE SHEET 3 SEE SHEET 2 CL INT i I I 10 00 00 REDHEAD WAY 12+38.87 REDHEAD WAY 1 20' 20' =19+57.47 BRANT DRIVE =10+00.00 ROSS WAY I I __ J____.__j I _ 4 4 4 4 4 4 I " Wi M \ .r _ 5 PUE <c c�i " I I - 1 1 / E \ 011 18 ±_19 ±-20 21+ + 2 R �`� � - 23 5 M 24 /___ 77 1 I ��- - - -- - ---- - -- ----- - - -- - - . r17_ A. _ _: _ 1 i IL; f I r _ , A - - ------- ----.,---. I I-- } W 7 I - 4 95.63 TC �- / - CIS91 W 2 ! 2 ( 00'03'01 "W'- 2 - / \ i WN 7. 1 T 2 T 6 B b� ,a o,`O�, `1., 6 .4 T 2 T N I f�//12 \ k'_______4'____'__ --- LiJ ' -_ - .'Z W - _ - .� €L W _ 76`` - -+_ _ - _ :..:. r-. .� .: F_ g- / \ �- -- - -- -- = _ _ 3 _.� --t 5 r3 �i i \ \ �`� - _ �(, W 5 N n ^ 6 co \ ,,ri ,r, o •r o ry o m � _ - CL INT .29 REDHEAD WAY ~ +cc 5' PUE + - + J J o `� 5' PUE + 1 15� go 1 3 =19+56.49 WooD DUCK 75 74 Q ^ 73 I � d �" - ') Q 14 STREET � � 4 4 72 � I � 17 �- .� M L`' z l 22' 22' l g i 4 4 4 I 8U1 _Ii I 11 +C- -I ROSS WAY �� SEE SHEET 6 `\ 17 t r ntZb D12RV.I 1tlCG // 10+00 34 I II_ I Q 5' PUE R + U I I x 1 1 WOOD DUCK STREET g= �m Sr L`'S2' � 1 . I I SEE SHEET 2 00 cc %VRI)GEON WAY CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 9000'00" 47.12' 30.00' 30.00' B 90 00'00" 39.27' 25.00' 25.00' 6AU _ oQp�pFESS/p 0.7tow LEGEND: CON S TRU C T ION N O T E S Q �t BC BEGIN CURVE EP EDGE OF PAVEME T 11 CONST 4" MIN AC OVER 12" COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 2�-CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 33 CONST 4.5" MIN AC OVER 12" COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 4a --CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102. 5 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. a -CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. &77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). REV. DESCRIP11oN ___'CONST8' WIDE CROSS GUTTER PER CITY STD No. 105 R-ECA2� D2AV.11 N 6 W SIERRA LAKES PKWY z■ �■ SEE PLAN #3033 a LD6N MVC MIDDLE OF VERTICAL CURVE V VERTICAL DEPTH _" �� BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PCC POINT OF COMPOUND CURVE (450.001 INDICATES EXISTING ELEVATION W No. 31681;, BCR BEGIN CURVE RADIUS FL FLOW UNE PRC POINT OF REVERSE CURVE 450.00 INDICATES PROPOSED ELEVATION Exp.( * CB CATCH BASIN FS FlNISHED SURFACE R/W RIGHT OF WAY W WATER LINE \ 0 CL CENTERLINE GB GRADE BREAK STA STATION S SEWER UNE s� / v % �' EC END CURVE HP HIGH PD1 T ISM • 300 w11IM11rI AS YTE EACH wAr� - 5 ..tv4•)n--� sTnEM an =13+97.12 SIERRA LAKES PKWYz I I j • ., 7 M „W FACE REV. Me WOOD DUCK STREET \ J m PLATE I I 'rW►�1 I �] IRS LINE I - CURB LINE N N SIERRA LAKES PKWY ( SEE SHEET 2 � = 9 I2 ON 2 SIDES OF LL SEE PLAN #3033 36 100iI AND MER 1 8C 104 0m a I • , o II • AIS) COMER p : 7 2 i<Oy, cc Cc M 5 PUE Ui W " - 40 'W ,` L '+[ -2Q' �� R/W o / 7/ I \r � \ CL INT ( 88 TC I- 5 - /,� S ECTION I ' \�'►\� \`- 8+11.00 WIDGEON WAY I $0 FL 188.44 00� _ r_ 1 // y SECTION A -A I I N L_4,) � \�- =12+10.56 WOOD DUCK STREET I 00 �IS•1 .4) FL _ ' ; - - " • Y yI � M N' N ��_ 35 ( 1-9 - 89.46 �, ;� t0 92.56 TC �' �' I I I � I. 1 88.87 = FL ■ 3'o7"w 9+ ■ 92.06 FL �I 1 89.3 I0_ 3 " - - 90.77 TC ■ N _ `� ^ 93.26 TC n I 7 Ek 92.76 FL I LLJ I 1 11 1 ` -Go ... �'� �r �; I Z Z i� �� / 34 I II_ I Q 5' PUE R + U I I x 1 1 WOOD DUCK STREET g= �m Sr L`'S2' � 1 . I I SEE SHEET 2 00 cc %VRI)GEON WAY CURVE TABLE CURVE ANGLE LENGTH RADIUS TANGENT A 9000'00" 47.12' 30.00' 30.00' B 90 00'00" 39.27' 25.00' 25.00' 6AU _ oQp�pFESS/p 0.7tow LEGEND: CON S TRU C T ION N O T E S Q �t BC BEGIN CURVE EP EDGE OF PAVEME T 11 CONST 4" MIN AC OVER 12" COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 2�-CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 33 CONST 4.5" MIN AC OVER 12" COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32). 4a --CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102. 5 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. a -CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. &77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). REV. DESCRIP11oN ___'CONST8' WIDE CROSS GUTTER PER CITY STD No. 105 R-ECA2� D2AV.11 N 6 W SIERRA LAKES PKWY z■ �■ SEE PLAN #3033 a LD6N MVC MIDDLE OF VERTICAL CURVE V VERTICAL DEPTH _" �� BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PCC POINT OF COMPOUND CURVE (450.001 INDICATES EXISTING ELEVATION W No. 31681;, BCR BEGIN CURVE RADIUS FL FLOW UNE PRC POINT OF REVERSE CURVE 450.00 INDICATES PROPOSED ELEVATION Exp.( * CB CATCH BASIN FS FlNISHED SURFACE R/W RIGHT OF WAY W WATER LINE \ 0 CL CENTERLINE GB GRADE BREAK STA STATION S SEWER UNE s� / v % �' EC END CURVE HP HIGH PD1 T ISM • 300 w11IM11rI AS YTE EACH wAr� - 5 ..tv4•)n--� sTnEM an AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALMORNIA CHAPTER 1 I I OW LINE j • ., 7 M „W FACE REV. Me SHEET, OF 2 � PLATE I I 'rW►�1 I �] IRS LINE I - CURB LINE N N - EXTRA 15SOM I ( STEPS 1, 9 I2 ON 2 SIDES OF LL MANHOLE AME I I I 100iI AND MER 3N. 00 am 75 m a CATCH BASIN IIAIEtO FRMS E LE o (IrMMX. (3')R • AIS) COMER p : a i<Oy, I " - ,` L WE r' - -- OPTIONAL SUBSRADE CONNECTOR PIPE I- CATCH BAMONOLINK 0 S ECTION s + STEPS _ Z I I $0 A _ r_ 1 SECTION A -A N L_4,) � I°OH� 00 �IS•1 .4) 1K 1-9 DOWEL tTrP.► V PLAN I. DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALMORNIA CHAPTER STAWMD PLAN 3W-2 INC.GREENDOOK CURB,OPENING CATCH BASIN METRIC „W 300-2 REV. Me SHEET, OF 2 USE VM STANDARD SIPECWICATIONS FOR PUBLIC wOM COMBTRUCTION NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 15 CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 MMI-) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE, COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3: FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM• EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm(3'-2•) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1.35 m(4.5'1. YU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3• BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12'). Yls THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF '- THE INLET. NOTED ON THE PROJECT PLANS. H - NOTED ON THE PROJECT PLANS. W - NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mmt3•) PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE •A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 Wm47•) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN= 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9_ DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAWMD PLAN 3W-2 CURB OPENING CATCR BASIN _. sheer 2 OF 2 3 v Q V_ I W _._ 00 0 1 "= 40� O ql �Fo�� N TC TOP OF CURB SD STORM DRAIN UNE ECR END CURVE RADIUS INT INTERSECTION W WIDTH OC ON CURB scale feet ECY EASTERLY LP LOW POINT VLY WESTERLY LL LOT LINE �-"- 0 DAZE ° aTY °A� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTAN CALIFORNIA 2- otl HG 4•!S Q�OFESS/ E731:117 '1 p�,� re In01 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� rgtH �"� C• o Y �� o ,� �y �� SUMMIT HEIC�ITS NF;,. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C -Do\ `� m I Civil Engineering -Planning •Surveying -Public Works AVM BY: 377i�T �ROVB:�IT PLAH$ "� -4c E � No. 31681 z :0 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669 . 909-982-7777 MsM 1 = 40 1 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12/31/04 E4 BY: SAD WAY A 1l�DQ�OaI WAY ATE Q PRE'P�A1RED UND TH SUPERVISION OF: / MPK TRACT NO. 11-02-01 % I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qlF CIVIC ` A J V co 4 (6 Z a® BY APPR� B WG Na: CAV�F ° HAROLD A. GARCELON R.C.E. 31681 DATE: RLB 47 a of S :° STANDARDS IN EFFECT. / " - N � IIIIIIIIIIIIIIIIII - ___ - 4e. CrTY N IN 11 A 6 %�