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HomeMy WebLinkAbout1.0 Construction DocumentsGRAPHIC SCALE LEGEND K/////1 x 8917.3 EXISTING TOPOGRAPHY EXISTING DRAINAGE EXISTING 100 YEAR FLOODPLAIN EXISTING WETLANDS EXISTING SLOPES ABOVE 40% EXISTING VEGETATION LINE EXISTING CULVERT EXISTING BOUNDARY SPRI HOUS >- m w � 0 CK. DRC C31— rso Lu 1- Q 0 FILE: EX_COND z O (75w ch Lu Q 0 � z w Vi 0 w � 0 CK. DRC C31— rso Lu 1- Q 0 FILE: EX_COND 6349.6 XISTING VEGETATION LINE (TYPICAL) 6341.6 EXISTIN ROAD ' 5' EXISTING CONTOUR ABOVE THIS UNE X 6355.5 EXISTING CULVERT (TYPICAL) 8353.6 EXISTING DRIVEW 2' EXISTING CONTOURS Ss\ X 6339.7 STING BOU X 6344.7 SHEET 7 OF 25 PROPOSED DITCH RELOCATION 24"0 DS N-12 U.S., 45 L.F. 1% AIN. --or- --1 INV = 6344.63 o IN OUT = 6344.18 --, I I EXISTING DITCHES I TO BE ABANDONED Lr. -� PROPOSED' DITCH �RELOCATION INSTALL SILT FENCE TO PROTECT BLUE CREEK 4"0 ADS N-12 WITH F.E.S. 40 L.F. AT 1.0 % MIN. INV. IN = 6347.55 INV. OUT = 6347.15 DIVERSI TO MAINtAIL E45 CFS MUM TO I ST,�1NC DRAINAGE. LARGE EVENTS TO, FLOW DOWN PRPOSED CHANNEL -- 2-49"x33" CMP ARCH WITH CONCRETE HEAIDWALLS I 45. LF. AT'1.0% MIN SL9PE INV IN = ' 634.8 -- OUT ,= . 6149 41 L GRAD! CHANNEL 5' BOTTOM 3 [DEQ, 2:1 SDE SLOPES l --49"x 3" CMP kRCH /WITH C NCRETE H ADWALLS f 55 L.F AT 1.0 % MINSLOPE INV I = 6381.8 -_ INV ' UT =: '6381.3 > `. 1--o w w o DR. EPT CK. DRC I in Lu Q o ct O w -I L 9 3 SIDED CONCRETE BOX CULVET TO SPAN CREEP SEE DETAIL) EXISTING 100 YEAR FLOODPLAIN EXISTING WETLANDS PROPOSED LOT AND R.O.W. LINE PROPOSED DITCH CENTERLINE PROPOSED SILT CONTROL FENCE :.-. '..-' ...?;'1... (. ..-_•.-•...F ..'.:'FF T.. .f.. ,. .-". f....-;-. . h ..,rig. NOTE: PHASE 2 CONSTRUCTION INCLUDES ROUGH GRADING ON LARKSPUR DRIVE TO FACILITATE UTILITY CONSTRUCTION NECESSARY FOR PHASE 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ELIMINATE FUGATIVE DUST FROM THE SITE BY APPLYING WATER AND/OR MAGNESIUM CHLORIDE SOLUTION TO ALL AREAS CAPABLE OF CREATING DUST. CHANNEL TO BE REVEGETATED WITH NATIVE GRASSES STRUCTURAL BERM COMPACTED TO 95% STANDARD PROCTOR BERM TO BE REVEGETATED WITH NATIVE GRASSES vvvvv DEBRIS FLOW STRUCTURES\�\\�\\�\\�\\�\\�\\�\��\��A/ TO BE CONSTRUCTED BY 2' MIN 2 TO 1 (MAX) TO THE INDIVIDUAL LOT OWNER MATCH EXISTING GRADE TO PROTECT BUILDINGS AND YARD. DEBRIS FLOW SWALE AND BERM DETAIL 6625 �-6600- 5 ......... . 525 'fir / 7 / / EXISTING DITC' ENDS, DITCH TO ABANDONED LOT 44 LOT 43 3ONO AQ,S N-12 WITH F.E.S. 40 L.F. AT 1.0 % M INV IN=6369.5 INV OUT = 6369. N 30"O A -12�-. WITH F.E.S. 4 L.F. AT 1.0 % MIN. INV IN = 6373.33' OIj 6372.9 18*0 ADS N-12 WITH F.E.S. 40 L.F. AL.1.0 % MIN. INV IN --=-7-6 INV OUT= 300,000 GA N CONCRETE WATER SEE DETAIL SHEET BY ZANCANELLA Se ASSOC. Ac ;0DQO ENGINEERING LOT 16 5' CONTOURS ABOVE THIS LINE. LOT 35 GRADE CHANNEL 2' DEEP, 2' BOTTOM 2:1 SIDE SLOPES RELOCATE IRRIGATION DITCH IN PHASE 1 CONSTRUCTION. r m DR. EPT U p Y U \ in w 1-- Q 0 0 fY CD Li --I LI- REVISION Lu f- 0 b z L vi Li o DR. EPT U p Y U \ in w 1-- Q 0 0 fY CD Li --I LI- LOT 20 WEFLANDS4'BOUNDARY 0 BE JENCE,g PRIO, 0 CONSTRUCTION 4, 4, w_ 4, SILT ENCE MATCH BLUE CREEK EXISTING INVERT. \INV IN = 6361.8± NOTE: PHASE 2 CONSTRUCTION INCLUDES ROUGH GRADING ON LARKSPUR DRIVE TO FACILITATE UTILITY CONSTRUCTION NECESSARY FOR PHASE 1. -- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ELIMINATE FUGATIVE DUST FROM THE SITE BY APPLYING WATER AND/OR MAGNESIUM CHLORIDE SOLUTION TO ALL AREAS CAPABLE OF CREATING DUST. \ BLUESTEM COURT OPNS IiICT1O IN PHASE 2, INCLUDING EMERGENCY ACCESS R&1D. / 1 v' ' / v, y, / LOT 24 / I, 4, r / (,L,LA iN , \. EXISTING SUBSIDENCE AREA \V 4, N 'v -4, / 4,i 1 SILT FENCE \) TO PROTECT w WETLANDS w w \ 41( —(6500) EXISTING DITCH EXISTING TOPOGRAPHY EXISTING DRAINAGE EXISTING 100 YEAR FLOODPLAIN EXISTING WETLANDS PROPOSED TOPOGRAPHY PROPOSED ASPHALT PROPOSED CULVERT PROPOSED CENTERLINE PROPOSED LOT AND R.O.W. LINE PROPOSED DITCH CENTERLINE PROPOSED SILT CONTROL FENCE PROPOSED HAY CHECK DAM GRAPHIC SCALE 50 100 200 LOT 26 1 24' AADS ,WITH F.E.S. SQ L.F. Ai'1.0 %MIN. INV IN = 6369.0— — •:L • UT = 6368.7 KEYMAP SHEET 9 OF 25 A = 4212'06" R - 400.00' L = 294.62' T = 154.35' CB - N72'25'27"W C = 288.01' A - 37'31'53" 24"0 ADS N-12 R = 400.00' WITH F.E.S. 40 L.F. L = 262.02' AT 1.0% MINIMUM T - 135.90' INV IN = 6350.38 CB = 567'42'34"W C - 257.36' INV OUT = 6349.98 INSTAL` SILT FENCO TO PROTECT WETLANDS EXISTING DITCH TO BE ABANDONED A = 3813'21" R=400.00'' L 266.84' T = 138.60' CB = N68'03'18"E` C= 261.92' 24"0 ADS N-12 WITH F.E.S. 40 L.F. AT 1.0%' MINIMUM INV IN 6350.59 INV OUT—>= 6350.19 ~ Q_ w vi W o DR. EPT U CC n Y 0 DATE 5/3/01 N O O w —J L� PLAN - LARKSPUR DRIVE, STA. 1+00 to 16+00 LOW POINT, ELEV = 6353.98 LOW POINT STA = 9+69,03 PVI STA = 11+10 PV1 ELEV = 6352.87 A.D. = 7.20 K=48.61 350.00' VC LOW POINT ELEV = 6354.02 LOW POINT STA = 3+25.56 PVI STA 3+45 PV1 ELEV = 6353.55 A.D. = 2.70 K = 55.56 HIGH POINT ELEV = 6356.57 HIGH POINT STA = 5+65 PVI STA = 5+40 PVI ELEV = 6356.86 A.D. -._-2.40 K = 50.00 120.00' VC 24" ADS N-12� INVERT = 6350.59 24" ADS N-12 INVERT = 6350.38 SCALE VERT: 1=5' DATUM! ELEV HORIZ:1w-50' 6340.00 cU) to co co ND c0 6355.00 6354.0 6354.50 6353.8 6354.08 , €353.8 00 in M co �� �� N1- 2 � 6355.33 6355.7 Corf) M c0 to �M 4 � c0 \ in 6356.44,_ 6355.3 6356.09 6355.2 6355.74 6355.39 6355.04 6354.69 M c0 M co 6354.08 6354.66 6353.4 6355.75 6355.6 6357.35 6358.4 M t0 — co(V MM 2 r'� c0 co co M co 6368.45 6370.8 PROFILE - LARKSPUR DRIVE, STA. 1+00 to 16+00 4o* N 43 30" ADS N-12 WITH F.E.S. 40 L.F. AT 1.0% MINIMUM INV IN = 6369.5 INV OUT 6369.1 N 6390 tD 1 Cn > _ H > ma rn = 6380 CO Uzi rn t00% 433 1 rl J I /1 — 1 I I TV PVI ELEV = 6377.60 A.D. = —3.00 K = 50.00 if) 00 ._ co N t0 U co 150.00' VC 51'41'02" 500.00' • \ L = 451.43' T — 242.16` CB = S77'09'5.) C = 435.89' 4 1`\ PVI ELEV = 6372.80 A.D. = 5.31 K = 50.82. Sc 1.,.d. err CONTOURS ABOVE THIS LINE ARE AT 5' INTERVALS 41 nF i i \ ~� = 51'24'49" R = 350.00' _- L = 314.07/ CT N 7718'01 "W C = 303.64' 0" ADS N-12 WIT.E.S. 40 L.F. AT 1.0% MINIMUM INV IN 373.33 INV OUT 6372.93 N\ PLAN - LARKSPUR DRIVE STA 16400 to STA 31+00 PHASE 2 N 9 N N \ 270.00' VC O U) to N tD W m N N •N M co W W U m 30" ADS N-12 INVERT = 6369.5 6360 6350 SCALE VERT' 1'-5' HORIZ:1'-50' EXISTING ELEVATION PROPOSED ELEVATION PROPOSED ' SURFCE 90 EXISTING SURFAC • N \ \ /moi 30" ADS N-12 INVERT = 6373.33 i V W 49% KEYMAP LEGEND 6500 J D EXISTING TOPOGRAPHY EXISTING DRAINAGE PROPOSED TOPOGRAPHY PROPOSED ASPHALT PROPOSED CULVERT PROPOSED CENTERLINE PROPOSED LOT AND R.O.W. LINE 37 36 AT IN' IN' GRAPHIC SCALE 25 50 100 200 ( IN FEET 1 inch =.6 O • • i UJ IZ(O J � I W Uw I— �_^ < VJ O N c0 N M t0 M tD 0 co N r7 10 00 0) c0 N M (.0 a) N N) O 00 N) c0 N M tD U-; N M (0 0 N N N) CO 00 N F) c0 t0 N M t0 00 I'r) N Iv) c0 M t0 cn N M t0 N N N W) c0 O 00 to N M t0 N c0 N N) CO 00 N M co Iv) O 00 M c0 00 Pr) t0 N 00 r') c0 M 0 N') CO t0 M N c0 M c0 O N 00 K) CO M n 00 M tD co 00 K) c0 M 00 M cD It) O) 00 M c0 N N N c0 0) O 00 M co N t0 0) N N) U0 0 N t0 co N 0) N 14) c0 N N K) c0 00 0; N Pr) (0 N O CO N) CO 00 O 00 co co co co 0 00 CD CO CO PO CO co CO CO CD 00 CD CO PO 00 co oo 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 PROFILE - LARKSPUR DRIVE STA *00 to STA 31+00 PHASE 2 27+00 28+00 29+00 30+00 31+00 OD DR. EPT CK. co REVISION F— ILI LIJ 0 � z accZ W § ° 8 OCNIa 0 0 D ELIJ CERISE RANCH 0 =1 4_ LL (cs 13 CD Z cc cc PROJECT NO. 99054.05 SHEET 15 OF 25 DR. EPT CK. co vi F— ILI accZ W § ° 8 OCNIa 0 0 D ELIJ CERISE RANCH 0 =1 4_ LL (cs 13 CD Z cc cc PROJECT NO. 99054.05 SHEET 15 OF 25 3 5 3 4 CONTOURS ABOVE THIS LINE ARE AT 5' INTERVALS 3 3 37 36" ADS N-12 WITH F.E.S. 40 L.F. AT 1.0% MINIMUM INV IN = 6377.9 INV OUT 6377.5 34" WARP ASPHALT R 350..00' AT INTERSECTION L = 116:63' 1 = 58.86' • CB = S81'18'50"W C .• 116.09' /!t! sof 32 N N 70 A = 18'37'32" R = 300.00' L-97.52' T = 49.20' CB - N8012'15 -W C = 97.10' 0 = 56'38'21" R = 500.00' L = 494.27' T = 269.44' C S79'S4'46"E C.39� -0 k R=35' 5.00' o, 8\ ADS N-1� WIT F.E.S. 40 L.F. AT 1.0 o MINIMUM INV IN 6386.89 4' INV OUT = 6386.49 c0 0 /1 Q. R=35' -6 1 18" ADS N-12 WITH F.E.S. 40 L.F. AT 1.0% MINIMUM INV IN = 6383.05 INV OUT = 6382.65 PLAN - LARKSPUR DRIVE, STA 31+00 to END - PHASE 2 M c0 U v) W W W EXISTING SURFACE WARP ASPHALT AT INTERSECTION EGEND 6500 —(6500) D EXISTING TOPOGRAPHY EXISTING DRAINAGE PROPOSED TOPOGRAPHY PROPOSED ASPHALT PROPOSED CULVERT PROPOSED CENTERLINE PROPOSED LOT AND R.O.W. LINE :36z -"I'll'''. • PROPOSED SURFACE 18" ADS N -12 -- INVERT = 6383.05 rt v 6380 136" ADS N-12 INVERT = 6377.9 6370 /�ER I SCALE•� Y : 1'-5 HORIZ:1'=50 EXISTING ELEVATION PROPOSED ELEVATION N ^ 6383.44 6381.4 6383.45 6382.7 6383.81 6382.8 N N 6385.28 6386.8 6386.05 6387.8 _ 6386.83 6387.9 6387.59 6388.0 6388.02 6388.0 6388.03 6388.o- 6387.62-._ 6386.78 6385.62 6385.3 6420.06 6422.1 (Ni co MN oo 4 0(0 co co M 31+00 32+00 33+00 34+00 35+00 36+00 PROFILE - LARKSPUR DRIVE, STA 31+00 to END - PHASE 2 STATIONING IS CENTERLINE FROM LEFT TO RIGHT 37+00 O 37'24'12" R=300.00' L = 195.84' T = 101.55' CB = S89'35'35'E C = 192.38' PLAN - LARKSPUR DRIVE (E) - PHASE 2 6440 - 6430 6420 6410 6400 6390 DATUM ELEV 6380.00 0) N CO r) cD 1+ 29 KEYMAP GRAPHIC SCALE 210.00` VC PVI STA = 5+90 PVI ELEV = 6418.02 A.D. = 4;89 K = 42.93 ( IN FEET ) 1 inch = 50 ft. co o co V) W co c0 w W ./ e PV1 STA = 4+00 PV1 ELEV = 6408.51 A.D. = —5.00 K = 34.00 170.00' VC / 8 E>STING SURFACE PVI STA = 2+20 PVI ELEV = 6390.52 A.D. = 4.50 K.__._30.00 135.00' VC NOTE: LARKSPUR DRIVE (E) TO BE CONSTRUCTED ENTIRELY IN PHASE 2 e BVCS: 1+52.50 00 ui 0o c0 w 18" ADS N-12 INVERT = _ 6386.89... SCALE VERT: 1=5' HORIZ-1'-50' EXISTING ELEVATIO PROPOSED ELEVATION 6+00 PROFILE - LARKSPUR DRIVE (E) - PHASE 2 7+00 >- co 0 w w 0 O Z w I DR. EPT N cn W , Y 6383.92 6387.2 6386.67 6391.0 6389.80 6399.4 6393.76 6406.4 cv 00 - rn ;I -o re)(00 co M N �o (0 c° ^ M .4r (0 6410.84.. 6414.4 6413.55 6414.3 6416.52 6418.1 6420.06 6422.1 6424.19 6426.8 6428.90 6434.3 6433.85 nn n rin Z.,,., ..,,,, - -- 6+00 PROFILE - LARKSPUR DRIVE (E) - PHASE 2 7+00 >- co 0 w w 0 O Z w I DR. EPT N cn W , Y F- wUJ Q J 0 0 0 LL sN or— crl zwo w z<a ) Zcc?lL WWF 8i � U U z = Wo 2 0 l( O 0 0 w 0 = U Z>= w wZ 00 Cc 0 I Z —► w Q W 0 CC cc a. U) 0- w c Q cc W c J cd LL 0 OZ 0W 5 co O a CL Q co PROJECT NO. 9905405 SHEET 16 OF 25 6385.38 6389.1 6385.87 6389.2 6386.41 6389.6 6386.94 6388.8 6387.21 6384.1 6385.88 6379.6" 1 n - 6385.30 6386.4 6385.34 N ariina-:::0co W rn / � / ••► __ ---iii �,:. tiff;71 ,: M «£ti•6tiSo � -����///I��� g1 m 49. 2" 41.E 1`` 7123,13'I ���■■D -,_ PI'TS ^ H H_•DW• LS >- m I DR. EPT I CK. DRC Q_ REVISION \CI in - U) I— W H. W Q _J 0 0 LI cV CO PO co NNKj PM cO �� MM cp O) Op N to cp (Co 6380.35 6377.4 co M CO \ N to CO 6377.35, 6373.9 6375.83 6371.4 6373.95 6370.3 6371.95 6369.3 6370.15 6367.7 00 (0 M cp .O to c0� rn M cp cfl^ cot rn M cp op CC0c0p in c0 ' N) cp ocp c(00 M c0 M cp to Cl( M (0 p� M 2 c0 u) t6D O CV M c0 nn '•-nn 14_ nn A . ran - __ >- m I DR. EPT I CK. DRC Q_ REVISION \CI in - U) I— W H. W Q _J 0 0 LI O z w 0 2 W W 0 W F- 0 0 0 J O F— z O 0 0 J W L Cr CERISE RANCH �— 0 O0 CO 0 Q 0 .Z 0 0'7 m Q F— CD v, < W cr JO L Ir oF- °D as PROJECT NO. 99054.05 SHEET 17 OF 25 I DR. EPT I CK. DRC Q_ W \CI in - U) I— W W Q _J 0 0 LI w 0 2 W W 0 W F- 0 0 0 J O F— z O 0 0 J W L Cr CERISE RANCH �— 0 O0 CO 0 Q 0 .Z 0 0'7 m Q F— CD v, < W cr JO L Ir oF- °D as PROJECT NO. 99054.05 SHEET 17 OF 25 24" ADS N-12 WITH F.E.S. 30 L.F. AT 1.0% MINIMUM !NV IN = 6369.0 NV OUT = 6368.7 EXISTING WETLANDS ›- CO to co 6371.72 6371.6 O N Z OL 6370.32 6370.0 \ 6369.56 6369.7 0 W 6368.73 6369.2 IC) cD 5.W M W OC I-- W W CC Y < —I I— 0 O 0 u 0 O Z EMERGENCY ACCESS TO BE CONSTRUCTED SURFACE TO BE 8" INSTALL 18" CMP Ti ROSSINC 27.4 LF IN PHASE 1 LASS 6 ABC MAINTAIN DRAINAGE HIGH POINT ELEV = 6371.87 HIGH POINT STA = 11+33.96 PVI STA = 11+25 PVI ELEV = 6372.05 A.D. __. —2.02 K = 37.17 LOW POINT ELEV = 6368.64 LOW POINT STA = 15+78.54 PVI STA = 16+20 PVI ELEV =-6368.25 A.D. = 4.97 K = 24.16 120.00' VC PVI STA = 17+50 PVI ELEV = 6373.71 A.D. = —3.95 K = 11.40 24": ADS N-12— INV ` = 6369.0± MATCH EXISTING 6370.49 6372.0 to co 6371.72 6371.6 O N W OL 6370.32 6370.0 \ 6369.56 6369.7 6369.17 6369.4 W 6368.73 6369.2 IC) cD N c0 M W I-- W W CC Y < —I 0 0 O 0 u EMERGENCY ACCESS TO BE CONSTRUCTED SURFACE TO BE 8" INSTALL 18" CMP Ti ROSSINC 27.4 LF IN PHASE 1 LASS 6 ABC MAINTAIN DRAINAGE HIGH POINT ELEV = 6371.87 HIGH POINT STA = 11+33.96 PVI STA = 11+25 PVI ELEV = 6372.05 A.D. __. —2.02 K = 37.17 LOW POINT ELEV = 6368.64 LOW POINT STA = 15+78.54 PVI STA = 16+20 PVI ELEV =-6368.25 A.D. = 4.97 K = 24.16 120.00' VC PVI STA = 17+50 PVI ELEV = 6373.71 A.D. = —3.95 K = 11.40 24": ADS N-12— INV ` = 6369.0± MATCH EXISTING 6370.49 6372.0 to co 6371.72 6371.6 6371.84 6371.1 6371.47 6371.2 Nrn to 6370.71 6370.0- 6370.32 6370.0 6369.94 6370.0 6369.56 6369.7 6369.17 6369.4 6368.79 6368.8 6368.73 6369.2 6369.70 6370.0 cD N c0 M PROFILE - BLUESTEM COURT, STAJO+OO to END - PHASE 2 -t 1 il. , t diii / 37 120 h H Yr) 1,R N , i GE—Tt , 1 1 Y hvl , /754C, 71 a , , I rfr. i • • Liu „ ,„„ „ „ „ , „ • • ,- a r' 4 • ••••••-• / ) ). A T- 1 JETA1L •• ELL TO SjPPLY Lit':4E:ONNECTION DETAIL HIGHWA Y 82 • • . w000rmerotoorc...., • LEGEND .7= I d ' 99054.05 al01001164.0.1.01141.10001.1.1.0.600•01 .......1.111•101,7771.4•411••••• 1,:e% \\\ 00010110)4IONII, CLEANCU T 60 If 8"DIP 290 L.F. 10" PIP r- 0 Cri 0i 8" WATER VALVE qn 4 't '4).• T LC 1 400 L.F. 8" PIP (ALONG ARC) 58 LF 8"DIP th 92 LF 8"DIP f00,,,,tttot [ •;110,,,,,o ! Ahllovt.01,4#tg..1 orict"--....-• • 266 L.F. 10" PIP \ 157 L.F. 10" PIP 20 LF 4017 88DIP 20 LF 8"DIP 80 ILF 8"DIP 100 LF 8HDIP 15 LF 8"DIP 8" WATER VALVE 80 LF 8"DIP CLEANOUT - 86 L.F„---1 DRY WELL WELL TO BE PLU GED 40 L.F. 10" PIP 117 LF 8"DIP RE HYDRANT ASSEMBLY N 577686.90 E 1539654.71 23 LF 8"DIP 0 CLEAN OU TS :26 • LF. 8" PIP 36 LF 8"DIP W10311411, 11 't 290 L.F. 10" PIP rc-; 160 LF 8"DIP 8" WATER VALVE r- 80 LF 8"DIP 232 LF 8"DIP I! I / / / HO" WATER VALVE WELLS TO PLUG BE PLUGED 1 ' / 252 LF ig'DIP FIRE HYDRANT ASSEMBLY N 577640.35 1540144.66 10"x8" REDUCER 20 LF 10"DIP 10" WATER VALVE 12"x10" REDUCER 400 LF 12"DIP 58 LF 8"DIP 8" WATER VALV 20 LF 8"DIP 10" CROSS • -33Cr LF 10 'DIP110 LF 1O"DIP CONNECT PURE (jORE TO EXISTING HOLE SERVICE CONNECT POLY PIPE TO EXISTING IRRIGATION PIPE (690 L.F. TOTAL) 40 LF 12"DIP FIRE HYDR ASSEMBLY N 578098 3 E 154025- 28 LF 8"DIP 8" WATER VALVE VALVES ON 1.25" AND 1.5" PIPES 1.25" PURE CORE Sc 1.5" 80 PSI POLY JOINT TRENCH -1 CLEANOUT 12" WATER VALVE FIRE HYDRANT AO" !,TER ‘/ALVE ASSEMBLY cE 12 PAIR TELEMETRY LINE FROM PUMP HOUSE TO TAN INSTALL W/ ELEC/TELE/CAE E RANCH ROAD 249 LF 10"DIP 50 LF 10"DIP 42 LF 10"DIP /FIRE HYDRANT ASSEMBLY N 577798.63 E 1540535, 77 130 LF EXISTING OVERHEAD ELtCTRIC AND TELEPHONE TO BE ABANDONED AND REMOVED AFTER tEW SERVICE HAS BEEN ESTABLISH El TO EXISTING HOUSE. 1 r- 10" WATER VALVE AIR VAC VAC STA 5+59.34 N 577867.30 E 1540632.87 4t), Do 100 LF 10"D P v4.‘ 250 LF 8"DIP 100 LF 12"DIP 12" WATER VALVE 210 LF 12"DIP 8" WA TER VALVE 12"x12"x8" TEE WATERLINE AND ELECTRIC UTILITY TO BE INSTALLED WITH PHASE 1 CONSTRUCTION THROUGH PHASE 2 TO PUMP HOUSE. a" PIP (100 PSI) 284 L.F. FIRE HYDRANN.,,, ASSEMBLY N 578522.05 E 1540148.49 CONNECT 1.25" PURE CORE TO EXISTING SPRING AND 1.5" 80 PSI POLY PIPE TO OVERFLOW REBUILD REBUILD SPRING DIVERSION TO r"MAINTAIN HISTORIC FLOWS SEE DETAIL BY Z ANCAN ELLA & ASSOC. IF vY's, ` -1 1.1 PHASE 2 H • • r )2, ' EL W'y • LEGEND 1,, I )7), rrt.' ; I , INC TUE CL' 7 ", it" •- • • CLEANOUT 8" WATER VALVE/ 7-.60 LF 8"DIP NOTLS: THE LOCATIONS Cr SEL UTILITY COMPANIES ANL, I INSTANCES. THESE UTIL' ACTUAL FIELD CONDITIONi:',i,, IT IS THE RESPONSIBILI UTILITY COMPANIES FOR TO CONSTRUCTION. 2. ALL CONSTRUCTION 70 " SPE CIF! C A TI0N S. UTIL,-"IES, 801H UN !,,,IA.;NTAIN,JED iN CONTIN4 CON STR)....) Ti PER;OD, CONDI':-IONS. 'HE, CON L± ABLE FOR ANY DAM,A,(.I. CAUSED B`sr THE CONS-)--. 4. THE CONTRACTOR SHA, OPERATIONS TO .1 HE CONTRACTOR sH 41. THE PRIOR CONSENT 0: 5. ANY DAMAGE TO PRI ;,. OUTSIDE THESE LIMI"P",'; A. PROPERTY OWNER OR RFspONE3ii_.)TY' OF 6. MAINTAIN P05:0TIVE. DR 0!REC 7. EXISTING TOPOGRAPHY BY OTHERS 8. WA TE::RUNE BENDS TO T IS THE RE SPONSIBIL PER IRE ANuR ACTL; 1'4 .)t tr","ti it; ",:,11'H LCI' 4 (12 IL I /...." ' . '.. . ' ...',..,. . ' ' . . '.... . ", .., '+•1,.......... ...." .• • , . ......,....,.,• , ',.. .,. ,..., .,................,...,..... .....,... .. . ..... ,........„. ,.....,.................. ..............,....,......., 'UDR E' L414H4EC I (. (.! .01.16.0.101.1.10•••••••,.110,MOMM111.01....... SEE TABLE BELOW. 0 PROVIDE BOND BREAKER AT ALL FITTINGS. BENDS & ELBOWS FOR FUTURE CONNECTION ROD PLUG TO FITTING. D I -- \/\\ X\ \\//\//\//\//\//\ AREA TABLE BELOW \\//\�/\ << PLUGGED TEE FOR FUTURE CONNECTION WHERE REDUCER IS USED, ROD BACK TO TEE. MEG -A -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. SEE TABLE BELOW. (A//,\///.A ��/ \//\/ AREA TEE SEE TABLE BELOW. PLUG 0 BELL END DEAD END LINE ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, TIE ROD SHALL BE USED. TYPICAL SECTION THRU THRUST BLOCK MINIMUM THRUST BLOCK BEARING AREAS IN SQUARE FEET PIPE SIZE 90' BEND 45' BEND 22 1/2' BEND TEE PLUG GATE VALVES NOTES 12" 16.0 8.7 4.4 11.3 7,3 SOIL BEARING PRESSURE IS ASSUMED TO BE 3000 P.S.F. WHERE SOIL BEARING VARIES FROM ABOVE, REQUIRED BLOCK AREA MAY BE MODIFIED ACCORDINGLY, IN NO CASE SHALL BEARINGS AREA BE LESS THAN 2.0 FT. SQ. STANDARD TEST PRESSURE IS CONSIDERED AT 200 P.S.I. CONCRETE STRENGTH TO BE 3,000 P.S.I., 28 DAY TEST, MINIMUM WEIGHT OF THRUST BLOCKS SHALL BE 1,000 LBS. 10" 11.1 6.0 3.1 7.8 4.5 8" 7.1 3.9 2.0 6.0 2.4 6" 4.0 2.2 2.0 2.8 0.7 4" 2.0 2.0 2.0 2.0 0.5 3" 2.0 2.0 2.0 2.0 0.5 45' 3/4" 22' 22 i' THRUST BLOCKS FOR WATER MAIN PLAN VIEW N.T.S. FINISH GRADE COUPLING REMOVEABLE CAP EXTEND RISER MINIMUM 6" ABOVE FINISH GRADE 8" 100 PSI PIP 8" x 8" x 4" PVC WYE FLOW 4" RISER 4" 45' SWEEP BEND 0 8" 100 PSI PIP IRRIGATION PIPE CLEAN OUT DETAIL N.T.S. PROPOSED BERM ALUMINUM PLATE ON FRONT OF CULVERT TO REDUCE FLOW TO APPROXIMATELY 0.45 CFS DOWN EXISTING CHANNEL. EXISTING GROUND EXISTING "WATERS" APPROX 2'-3' WIDE 3 SIDED CONCRETE BOX CULVERT TO SPAN "WATERS" PROPOSED ROA PROPOSED DERIS CHANNEL (NAIL THIS SHEET) DIVERSION FOR EXISTING CREEK N.T.S. 14 PRECAST CONCRETE MANHOLE, 48 -IN. I.D., 5 -FT. DEPTH (MIN.), CAST ALUMINUM STEPS, NEENAH 24 -IN. MANHOLE FRAME AND COVER WITH FROST RESISTANT INNER LID AND WORD "WATER" ON COVER. 16 SADDLE, FORD STYLE 202B FOR LINE PIPE SIZE, 1 -IN. I.P.T. Oi 1 -IN. GALVANIZED IRON PIPE NIPPLES, 2 -IN. LONG 18 1 -IN. BRASS BALL VALVE j APCO COMBINATION AIR VALVE, MODEL 143C 20 1 -IN. GALVANIZED IRON PIPE 21 1 -IN. GALVANIZED IRON ELL Ij \I • COVER OUTLET OF VENT WITH WIRE MESH PLACE TWO STEEL FENCE POSTS WITH REFLECTIVE PAINT AND REFLECTORS ON OPPOSITE SIDES OF VENT BETWEEN THE VENT AND THE BACK OF SIDEWALK \I ,0WW"') ice\\7,\\\i. NOTE: IN DUCTILE IRON PIPES, 1 -INCH TAPS MAY BE DIRECT TAPS. TAPS LARGER THAN 1 -INCH SHALL HAVE DOUBLE STRAP SADDLES PER SPECS. ALL TAPS ON PVC PIPES REQUIRE DUCTILE IRON TAPPED TEES PER SPECIFICATIONS. 4' MIN. 1 -IN, CORP. (MINIMUM) 1SEE NOTE REGARDING TAP AIR -VACUUM VALVE DETAIL WITHIN UNPAVED AREA N.T.S. N 1 2 TELEMETRY CABLE I 6' SHOULDER 5.5' MINIMUM WATER 8' TO 12' NOTES: 1. USE CONCRETE THRUST BLOCKS & ANCHOR BLOCK FOR PLASTIC PIPE, (NO TIE RODS). 2. FOR CAST IRON PIPE USE EITHER TIE RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK WEIGHTS AND TIE ROD SIZE & LENGTH BASED ON 200 PSI PRESSURE & 4-1/2 FT. OF COVER. WHERE WORKING PRESSURE EXCEEDS ABOVE, ANCHORS TO BE SPECIAL CONSTRUCTION. 4. MEGA -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. TIE RODS WHERE APPLIES. TIE DOWN RODS MIN. 2-#6 THRUST BLOCK (SEE CHART FOR BEARING AREAS) CLEARANCE AT HUB 45' BEND PIPE MIN WEIGHT OF ANCHOR BLOCK SIZE 90' BEND 45' BEND 22 2' BEND 2" 150# 150# 150# 3" 900# 450# 150# 4" 1600# 900# 450# 6" 6050# 2400# 700# 8" 12,300# 5750# 2000# 10" 22,500# 12,100# 6200# 12" 32,100# 17,400# 8900# NOTE: WEIGHT OF CONCRETE EQUALS 150#/CU. FT. 45' BEND MIN. 2-#6 REBARS ASPHALT COATED STRAPS TIE RODS WHERE APPLIES. MIN. 2 REQ'D * g I• ONE PIPE LENGTH (MIN.) ANCHOR BLOCK (THRUST UPWARD SEE TABLE FOR SIZE) EXTEND BLOCK INTO SIDES OF TRENCH. TIE RODS PIPE SIZE BEND DIAD MIN. LENGTH OF ROD * 4" 90' 3/4" 22' 45' 3/4" 7' 22 1' 3/4" 2' 6" 90' 3/4" 35' 45' 3/4" 10' 22 1-' 3/4" 3' 8" 90' 1" 48' 45' 3/4" 14' 22 2' 3/4" 4' 12" 90' 11/4* 78' 45' 3/4" 22' 22 i' 3/4" 6' ACTUAL LENGTH OF ROD TO BE SUCH * THAT STRAP CAN BE PLACED BEYOND FIRST COLLAR OR HUB AT OR BEYOND THE MINIMUM LENGTH SHOWN. VERTICAL BEND ANCHOR DETAIL N.T.S. 1' MIN. DEPTH OF COVER NOTES: 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. ASPHALT SURFACING = 3" MIN., AGGREGATE BASE COURSE = 6" MIN. 2. IF WATER MAIN IS NOT UNDER ROAD SURFACE, REPLACE TRENCH MATERIAL COMPACTED TO 85% STANDARD PROCTOR, TOP 12" TO BE TOPSOIL, AND REVEGETATE. T TOPSOIL 4" MAX. - N t z VARIES 12" (TYP.) -+- Bc + 18" EXISTING ASPHALT TO BE SAWCUT (TYP.) DEPTH OF ASPHALT & BASE COURSE COMBINED SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS SELECT MATERIAL COMPACTED TO 95% IF LOCATED IN ROADWAY EASEMENT. COMPACTED TO 85% IF LOCATED IN OTHER EASSEMENTS, LOTS OR SPACES, CLASS 6 AGGREGATE BASE COURSE WILL BE REQ'D IF THE ENGINEER DETERMINES THAT THERE IS NO SUITABLE SELECT MATERIAL ON SITE. NO. 12 COPPER TRACER WIRE EXTENDED TO VALVE BOXES AND HYDRANTS, AND ATTACHED AT A POINT ACCESSIBLE FROM ABOVE GROUND. CLASS 6 ABC BEDDING MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. 3/4" OR 1 1/2" SCREENED ROCK ACCEPTABLE IF THERE ARE HIGH GROUND WATER CONDITIONS AND AS DIRECTED BY THE ENGINEER. TRENCH CROSS SECTION N.T.S. WHERE CONFLICTS WITH ULVERTS OCCUR, DEFLECT UTILITI& VERTICALLY UNDER THE CULVERT. 8' TO 12' 6' SHOULDER TELEPHONE ELECTRIC TYPICAL UTILITY COVER & SEPARATION REQUIREMENTS N.T.S. GAS - 2 TO 1 (MAX) TO MATCH EXISTING GRADE 2.0' 17' 2 TO 1 (MAX) TO MATCH PROPOSED GRADE SEE GRADING PLANS �'� 3' MIN COVER /\� /\\i CHANNEL TO BE REVEGETATED AAAAAAA WITH NATIVE GRASSES 5' MIN DEBRIS FLOW CHANNEL TYPICAL CROSS SECTION N.T.S. TRAFFIC FLANGE - ORIENT PUMPER CONNECTION TOWARDS / STREET UNLESS OTHERWISE SPECIFIED. z NOTES: 1. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE HARNESSED MECHANICAL JOINTS OR FLANGED JOINTS. 2. HYDRANT, VALVE & FITTINGS TO BE 250 PSI RATED. 3. POLYETHYLENE WRAP (WHEN REQUIRED) SHALL COVER ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4. ALL HYDRANT LEAD PIPING TO BE D.I.P. 5. NOZZLE CAPS W/NUT IDENTICAL TO OPERATING NUT. RECESS TOP OF VALVE BOX 1/4" BELOW FINISHED GRADE ....... L.„ � O 8 3000 PSI CONCRETE THRUST BLOCK AND BOND BREAKER AT FITTING ADJUSTABLE VALVE BOX AUXILIARY GATE VALVE (NORMALLY OPEN) 6" FL x MJ GATE VALVE 1 /2 CU. YD. GRAVEL DRAIN MATERIAL 1 :•11131 = SNI\i\v SET HYDRANT ON 8"x 18"x 24" CONCRETE OR STONE SLAB PROVIDE A MINIMUM OF (3)-3/4"0 - TIE RODS, ASPHALT COATED OR MEG -A -LUGS AS REQUIRED BY ENEER. 0 Ct uJCCI CC ZICO - MJ X MJ X FLAf�GED TEE t (SWIVEL WHEN APPROVED BY ENGINEER) SET VALVE ON 8"x 8"x 16" CONCRETE OR STONE SLAB FIRE HYDRAIT ASSEMBLY INSTALLAION DETAIL T.S. WORD "WATER" ON COVER \/\\/\\/\\ ADJUSTABLE C.I. VALVE BOX 5" BARREL 2" COMPRESSION MATERIAL TO PREVENT ROADWAY SHOCK FROM BEING TRANSMITTED TO VALVE. WATERTIGHT SPLICE (SEE NOTE) 12 GAUGE TRACER WIRE PRECAST RECESS TOP OF VALVE BOX 1/8" TO 1/4" BELOW FINISH GRADE IL,4, LOOSELY WRAP 12 GAUGE WIRE G.\ NOTE: Yj, DRIILLLN /8"A HOLE LVE OTO ALX LOW TRACER ARD4 VALVE BOX COVER WITH 12" BELOWWIRE TO ENTER BARREL 4" OF / WIRE DRAPED IN BARREL. CONCRETE BLOCK MII GATE VALVE 200 PSI RATING a MAIN LINE GATE VALVES TO HAVE JOINTS SAME AS WATER MAIN OR AS SPECIFIED FOR MAIN LINE FITTINGS. GATE VALVE DETAIL N.T.S. TRACER WIRE LOCATE NEW CURB BOX 12" ON STREET SIDE OF DROPERTY LINE EXCEPT WHERE SIDEWALK IS AN PROPERTY LINE, THEN LOCATE CURB STOP 12" BEHIND BACK OF WALK. FNISH GRADE ELEVATION kL DISTURBED LANDSCAPED A2EAS SHALL BE SODDED, OR RiPLACED IN KIND. CJRB STOP ADJUSTABLE B)X ARCH PATTERN W/FOOTPIECE BiASS OR BRONZE CCRPORATION STOP 8 MIL POLYETHYLENE WRAP, INSTALLED PER MANUFACTUTERS RECOMMENDATIONS (WHEN REQ.) ROVIDE GOOSENECK FOR EXPANSION & CONTRACTION POLYETHYLENE TUBING 1.0" I.D. (CONTINUOUS) MI BRASS OR DUCTILE IRON DOUBLE STRAP WITH SADDLE WATER MAIN 8' STEEL POST PAINTED BLUE AND LOCATED AT END OF SERVICE LINE IF NOT COMPLETED TO BLDG. r___PROPERTY LINE COMPRESSION CONNECTION REQUIRED ON WATER MAIN SIDE, SAME ON OUTLET. SET CURB STOP ON MASONRY SUPPORT NATER SERVICE CONNECTION DETAIL N.T.S. >- m I DR. DRD CK. DRC DATE 5/3/01 FILE: DETWAT REVISION C Li 0 w I-- 0 O z 0 e I DR. DRD CK. DRC DATE 5/3/01 FILE: DETWAT 0 C Li 0 � sN E(CiiZWO wWUo Zfr Z WW�� �a�o Q i DC)O O� g = Wp 0 w O � J o� = U z >' UJ z 00 CC U F- 0 Z �L CERISE RANCH 0 w z _I ~ J w wW c 0 1- z w <0 cc PROJECT NO. 99054.05 SHEET 24 OF 25 10' Fri EXISTING —. 6),SHOULDER itiQ7 3' 2% 12' EXISTING LANE 12' EXISTING LANE 1.5% (MACH 1XISTING) EXISTING ASPHALT EXISTING 35' MEDIAN 12' EXISTING LANE 12' 10' EXISTING �EXISTING-� LANE SHOULDER 1.5% (MATO EXISTING) 0 0 0 e. o o° s 0 0 0 2% 0 0 0 0 0 TYPICAL HIGHWAY 82 SECTION NEAR STATION 1+00 N.T.S. 6" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 12" CLASS 1 ABC COMPACTED TO 95% STANDARD PROCTOR lip 45- 1 PROPOSED CDOT TYPE 3 GUARDRAIL 6), 12' PROPOSED 10' ACCELERATION RELOCATED-- LANE 3SHOULDER 2% 12' EXISTING LANE 12' EXISTING LANE 1.5% (MATCH EfXISTING) 19' MEDIAN EXISTING 16' PROPOSED DECELERATION LANE MATCH EXISTING - 1.5% (MATCH EXISTING) 12' EXISTING EXISTING — 10' LANE —'EXIS LANETING SHOULDER ° 0 0 o o ° 2% o CP o ° 0 0 0 EXISTING ASPHALT 4" ASPHALT 4" ASPHALT PLACED IN 1-2 1/2" LIFT AND 1— 1 1/2" LIFT COMBINED WITH OVERLAY (TYPICAL) TYPICAL HIGHWAY 82 SECTION NEAR STATION 11+00 0 6" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 12" CLASS 1 ABC COMPACTED TO 95% STANDARD PROCTOR -III —III I I- Tic 3' 12' PROPOSED 10' DECELERATION -"—RELOCATED LANE SHOULDER 2% 12' EXISTING LANE 1.5% (MATCH 12' EXISTING LANE XISTING) 19' MEDIAN EXISTING 16' PROPOSED ACCELERATION LANE 1.5% (MATCH EXISTING) 12' EXISTING -- LANE 12' EXISTING LANE 0 o e ° o° a o o° U 0 o 4" ASPHALT PLACED IN 1-2 1/2" LIFT AND 1— 1 1/2" LIFT COMBINED WITH OVERLAY (TYPICAL) EXISTING ASPHALT 4" ASPHALT MATCH TO EXISTING TYPICAL HIGHWAY 82 SECTION NEAR STATION 23+00 N.T.S. 10' EXISTING SHOULDER 00 2% o - d. 6" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 12" CLASS 1 ABC COMPACTED TO 95% STANDARD PROCTOR 3' 12' . / 10' 1 EXISTING FEXISTING LANE `s), SHOULDER /4/9 3' . 2%, 1.5% (MATCH dXISTING) I f < 12' EXISTING LANE EXISTING ASPHALT EXISTING 35' MEDIAN EXISTING ASPHALT 12' 1�-EXISTING— LANE 12' EXISTING LANE 10' EXISTING— SHOULDER 0 - o Oo _' 00° 00 0 2% c 0 0 0 C 3'�� TYPICAL HIGHWAY 82 SECTION NEAR STATION 37+00 N.T.S. 6" CLASS 6 ABC COMPACTED TO 95% STANDARD PROCTOR 12" CLASS 1 ABC COMPACTED TO 95% STANDARD PROCTOR 1= 6' SHOULDER 10' DITCH 3% 101 12' LANE 2% 60' R.O.W. 12' LANE 3" ASPHALT 2% 3% 6' SHOULDER 10' DITCH N 9:- NOTE: STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TYPICAL 24' ROAD SECTION CERISE RANCH ROAD & LARKSPUR DRIVE N.T.S. N • � FILTER FABRIC FOR MATERIAL SEPARATION EXCEPT WHERE NATIVE GRAVELS ARE PRESENT AND APPROVED BY GEOTECHNICAL ENGINEER. 6' SHOULDER 8' DITCH 5% 11' LANE 2% 50' R.O. W. 11' LANE 3" ASPHALT 2% 5% 6' SHOULDER 8' DITCH NOTE: STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT--' SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% SFANDARD PROCTOR TYPICAL 22' ROAD SECTION SUNFLOWER LOOP & CERISE RANCH ROAD (C) N.T.S. FILTER FABRIC FOR MATERIAL SEPARATION EXCEPT WHERE NATIVE GRAVELS ARE PRESENT AND APPROVED BY GEOTECHNICAL ENGINEER. 2' SHOULDER 4' DITCH 5% 8' LANE 2% 40' R.O.W. NOTE: STRIP ALL TOPSOIL, SCARIFY AND RECDMPACT SUBGRADE TO A MINIMUM DEPTH OF 8"' TO 95% STANDARD PROCTOR 8' LANE 3" ASPHALT 2% 2' SHOULDER 4' DITCH 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR TYPICAL 16' ROAD SECTION LARKSPUR DRIVE (E) & BLUESTEM COURT N.T.S. FILTER FABRIC FOR MATERIAL SEPARATION EXCEPT WHERE NATIVE GRAVELS ARE PRESENT AND APPROVED BY GEOTECHNICAL ENGINEER. fHIGHWAY FENCE CONTINUES 4' —MIN I >2» HOLES (TYP) 0 SIGN "EMERGENCY VEHICLES ONLY" 8' HINGE (TYP) f 0 LJ 0 —4"x4" POSTS TREATED 2" HOLES (TYP 0 C 77 4' LATCHBWITH I—MIN-1 FIRE DEPT LOCK C "x6" WOOD II 0 0 r - 1 " I.D. PIPE SLEEVE 0 ir: 3/4" O.D. PIPE IN SLEEVE WITH 90' SET SLEEVE IN BEND AND 6" HANDLE GROUND 6"± LJ EMERGENCY ACCESS BREAKAWAY GATE DETAIL USE TREATED OR PAINTED WOOD 0 u EXACT LOCATION OF SEDIMENT FENCE STAKED IN THE FIELD BY THE ENGINEER. SECURE TOP EDGE OF FILTER CLOTH TO FENCE WIRE FENCE FILTER CLOTH POST FENCE BURY TRAILING EDGE OF FILTER CLOTH IN TRENCH A MINIMUM OF 6". POST FILTER CLOTH 10' (APPROX.) r— MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF STANDARD WOVEN LIVE—STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14—GAGE WIRE, WITH A MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITHER WOOD OR STEEL, MINIMUM LENGTH OF 5'. SEDIMENT CONTROL FENCE N.T.S. I STAKES r.za, FLOW 15' FLOW BALES EMBEDDED 4" TO 6" SEDIMENTATION CONTROL HAY CHECK DAM N. T. S. T 10' DITCH 6' SHOULDER 3% 3" ASPHALT 20' LANE 2'— 4" 1.5' MOUNTABLE CURB MEDIAN TYPE SLOPE © 2% STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. 8" OF CLASS 6 AGGREGATE BASE COURSE UNDER CURB, SIDEWALK & PAVEMENT; COMPACTED TO 95% STANDARD PROCTOR. TYPICAL ROUND -A --BOUT SECTION N.T.S. GRADE CENTER ISLAND TO DRAIN TOWARDS ROAD IN ALL DIRECTIONS FILTER FABRIC FOR MATERIAL SEPARATION EXCEPT WHERE NATIVE GRAVELS ARE PRESENT AND APPROVED BY GEOTECHNICAL ENGINEER, m I DR. DRD I Y 0 \ r) w Q 0 FILE: DETMIS REVISION w I- 0 d z 0 ix O W 0 I DR. DRD I Y 0 \ r) w Q 0 FILE: DETMIS sN Z w0 wno z ZQo� ZWccZLL a UteLo Q- I DMV 0.1143 = J 0a OM 2 a- 0 0 (f)D w 0 J = U Z>= W z 0 0 cc w I— 0 Z UL CERISE RANCH J 0 0 g J PROJECT NO. 99054.05 SHEET 25 OF 25