The URL can be used to link to this page

Home My WebLink AboutSITE PLAN - 06-00375 - Jenks Townhomes Phase 2 - 6 UnitsRIVER WO OD S II DEVELOPMENT LOCATION MAP BLOCK 3, LOT 2 JENKS BR 0 THER S CONSTRUCTION. AND REMODELING ROJECT LOCATION FA N0. MA Y 2006 9500 Q \Te OF 0aP L 01-06-0020 FORSGREN ASSOCIATES / INC. tt •jam �hi. U$ �Y 10 MUD lA EµpE � � MESi NNN �EL 0.E%BJPG CpNpE aPm saix iK4 STWEi PIfTI SWM a C OIY LINIR iw souiN � PROJECT LOCATION EXISTING CURB AND GUTTER TREJO STREET j 68.00' \ \ 20 10 0 20 \ SCALE 1' 20' \ —EXISTING CURB AND GUTTER AND SIDEWALK 68.00' EXISTING CURB INLET \ DESIGN CRITERIA PARKING �X 2 I DRAINAGE PARKING NUMBER AREA SOUME FOOTAGE ACREAGE 7G RUNOFF COEFFICIENT RAINFALL VE DEPTH so SO FTFi (INCHES) GUEST T ti 137,719.03 1 0.87 1 100 TASMAN DRIVE 2.3 1 4,803 COVERED 24 TOTAL BUILDING 14,835.27 034 t� 0.92 68.00' 2.616 TOTAL /-EXISTING CURB INLET EXISTING RIGHT OF WAY EXISTING CURB AND GUTTER 25 -r— 4000 —� 2.3 1.684 F TOTAL LANDSCAPED 13,120.43 0.31 36 1 0.20 1 2.3 503 � SNOW STORAGE _ , , _ . 24.00 ' `RACc SNOW STD - - 1 « � « - 24.00' — — — — — — — — — — — — — — — —. — — _ _ — — — _ _ — _ — \ is a B LOCK 3 LOT. Z BLOCK PARKING STALL UNDER CARPORT 2].30' UNIT UNIT UNIT UNIT UNIT UNIT \' ] B 9 10 11 12 \ I`I PARKING STALL UNDER CARPORT + + UNIT UNIT UNIT UNIT UNIT UNIT BLOCK 3 6 TOWN OMES \ ' LOT 3 6 TO NHO ES 20'SET>BAGK- + _ 10' BUBIIt LLTILITN EASEMENT E%IS CHT OF WAY EXISTING CURB AND GUTTER TREJO STREET j 68.00' \ \ 20 10 0 20 \ SCALE 1' 20' \ —EXISTING CURB AND GUTTER AND SIDEWALK 68.00' EXISTING CURB INLET \ CONSTRUTION NOTES 1. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN A PUBLIC RGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 2. THE CONTRACTOR SHALL BE RESPONSBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION, 3. ALL PROPERTY WITHIN BLOCK 3. LOT 2 NOT WITHIN AN INDIVIDUAL TOWNHOME LOT IS CONSIDERED COMMON AREA OWNED BY THE HOMEOWNERS ASSOCIATION. 4. THIS PLAN SET REFERENCES THE IDAHO DIVISION OF PUBLIC WORKS PUBLICATION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). FOR STANDARD DETAILS THE CONTRACTOR IS REWIRED TO KEEP THE ISPWC ON SITE AT ALL TIMES DURING CONSTRUCTION. DRAWING LIST GI COVER SHEET C1 SITE PLAN C2 UTILITY PLAN C3 GRACING AND DRAINAGE PLAN C4 HORIZONTAL CONTROL PLAN CIVIL LEGEND ? QS TREE O BUSH / SHRUB --- EXISTING CONTOURS -� PROPERTY BOUNDARY / ROW - - — INDIVIDUAL LOTS - — CENTERLINE --- --- EASEMENT — (w) — EXISTING WATER — (s) — EXISTING SEWER —(q) — EXISTING GAS — (sd) — EXISTING STORMDRAIN — (p) — EXISTING POWER D4 WATER VALVE ® MANHOLE -0- POWER POLE —(CON)— CONDUIT PROPOSED CLEAN OUT NEW ASPHALT SD -XX IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) STANDARD DETAILS LANDSCAPE AREA HATCH ,.._ SIDEWALK HATCH PIPING SYMBOL PROCESS \ PIPE MATERIAL F -6' -PVC SIZE PROCESS G . GAS SD = STORMORAIN W . WATER S - SEWER MATE PVC- POLYVINLYCHLORIDE ST = STEEL WARNING 2 Ha Ej VIa Wrx z wm y NO 0:11-0 U log I� ` y Ow Q MK L". U J DESIGN CRITERIA PARKING LAND USE I DRAINAGE PARKING NUMBER AREA SOUME FOOTAGE ACREAGE PERCENT OF TOTAL RUNOFF COEFFICIENT RAINFALL VE DEPTH so SO FTFi (INCHES) GUEST T TOTAL 137,719.03 1 0.87 1 100 .66 1 2.3 1 4,803 COVERED 24 TOTAL BUILDING 14,835.27 034 39 0.92 2.3 2.616 TOTAL N TOTAL IMPERWOUS 9.76333 0.22 25 0.90 1 2.3 1.684 TOTAL LANDSCAPED 13,120.43 0.31 36 1 0.20 1 2.3 503 CONSTRUTION NOTES 1. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN A PUBLIC RGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 2. THE CONTRACTOR SHALL BE RESPONSBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION, 3. ALL PROPERTY WITHIN BLOCK 3. LOT 2 NOT WITHIN AN INDIVIDUAL TOWNHOME LOT IS CONSIDERED COMMON AREA OWNED BY THE HOMEOWNERS ASSOCIATION. 4. THIS PLAN SET REFERENCES THE IDAHO DIVISION OF PUBLIC WORKS PUBLICATION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). FOR STANDARD DETAILS THE CONTRACTOR IS REWIRED TO KEEP THE ISPWC ON SITE AT ALL TIMES DURING CONSTRUCTION. DRAWING LIST GI COVER SHEET C1 SITE PLAN C2 UTILITY PLAN C3 GRACING AND DRAINAGE PLAN C4 HORIZONTAL CONTROL PLAN CIVIL LEGEND ? QS TREE O BUSH / SHRUB --- EXISTING CONTOURS -� PROPERTY BOUNDARY / ROW - - — INDIVIDUAL LOTS - — CENTERLINE --- --- EASEMENT — (w) — EXISTING WATER — (s) — EXISTING SEWER —(q) — EXISTING GAS — (sd) — EXISTING STORMDRAIN — (p) — EXISTING POWER D4 WATER VALVE ® MANHOLE -0- POWER POLE —(CON)— CONDUIT PROPOSED CLEAN OUT NEW ASPHALT SD -XX IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) STANDARD DETAILS LANDSCAPE AREA HATCH ,.._ SIDEWALK HATCH PIPING SYMBOL PROCESS \ PIPE MATERIAL F -6' -PVC SIZE PROCESS G . GAS SD = STORMORAIN W . WATER S - SEWER MATE PVC- POLYVINLYCHLORIDE ST = STEEL WARNING 2 Ha Ej VIa Wrx z wm y NO 0:11-0 U log I� ` y Ow Q MK L". U J �.I (o) — SSd: (w) -- <s d. --- (5'J') (,d) (sd) (56) <Sd> --` (5Wi -- (Shc —m' W✓ THAT AREA. THE CONTRACTOR SHALL BE --- ... .............. )_� \ RESPONSIBLE FOR MAINTAINING ERNCE OF EXISTING UTILITIES AND FOR RESTORING ANY \ UTILITIES DAMAGED DUE TO CONSTRUCTION. 4. ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS RELOCATED IN THE FIELD SS -- -- ----'- - ---'-'-BY THE EERTO AVOID UNFORESEEN UTILITY »` INTERFERENCE NLE \ \ \ 5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTA DISTANCEWATEERALL EXIST SEPARAWNESRAND NEWS EWER ETWEEN KR SNES EXCEPTING WEATE APPROXIMATELY ANGLES. ESA MINIMUM \ OF 1.5 FEET AL N SHALL ``\ \ MAINTAINED. OF VERTICAL SEPARATION I - I` BE la. . FF 62.30 I` 8' 2].5' 13' L-27' - 2' -PVC p IE 4854.2 ` �-I ) RIM =4859.] I- (') CONSTRUCTION -2000 EDITION -� 5-8 -PVC- -._. (w; ` EXISTING FIRE HYDRANT I -- --- SD -512 ,_ IE (S) = 4852,02"` •s) REDUCE 8' SNB TO _ SS MANHOLE-- 2-"'"'" tw) _ ..1L(f-YN) w 4852.) IOPOSNSTALL TFOR ER SPUBUL WERVICE E RK8P0 ^: I 2' LVP(E i,Qg g.TE- - tr> - IM - B59 5 CONSTRUCTION -20M EDITION 1VATE1{_ERNCE - - IE (E) 485290 INSTALL PER IDAHO FMOPRDS FOR PUBLICLIC WORK WORKS CONSTRUCTION -2000 EDITION ` INSTALL SS MANHOLE PER IDAHO TREJO STREETS STANDARDS FOR PUBLIC WORKS CONSTRUCTION- 0M EDITION 2 IC - - EXISTING MANHOLE $D -$O6 INSTALL CLEANOUT PER IDAHO STANDPOS FOR PUBLIC WORKS CONSTRUCTION -2000 - - -- -- - - - - - - IE = I85I.5f EDITION IPER DAHO STMDPWE FOR PUBLILATEC WORKS / CONSTRUCTION -2000 EDITION SD -SI INSTALL SERVICE MMKERLATERAL PER IDAHO STMDMDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION t \� \ 6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILNIES AND STRUCTURES(EXCEPT WATER LINES) SHALL BE TWO FEET HORIZONTALLY. 7. MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES UNLESS OTHERWISE SHOWN ON THE PLANS SHALL BE FIVE (5) FEET. \ 1. DIMENSIONS 70, OR COORDINATES FOR, MMHOLES. S. PIPE MATERIAL FOR THIS PROJECT SHALL BE: GRAVITY SEWER- ASTM D3034 SDR 35 PVC \ \ PIPELINES, ETC.. ARE TO CENTERUNE UNLESS OTHERWISE NOTED. 1 \ 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR FF 62.30\ PIPE INVERT UNLESS OTHERWIE NOTED. - a 11 HOPE PPE \ 3. GENERAL LOCATION OF UTILITIES ARE SHOWN ON EXISTING FIRE HYDRANT /\ / Z \ THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY AND 00 NOT DESGNATE EXACT — - - - - - - - 9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER UTILITY LOCATION. UTILITIES SHOWN ARE NOT INCLUSIVE OF ALL UTILITIES THAT EXIST. IT THE \ RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY IF - 20 1� 0 0 20 THE APPROPRIATE UTILITY COMPANIES WHEN TASMAN DRIVE m B'- 27.5' 13' 27' 13'27.5' r OOPERATIONTION OF ANY UTILITIES. ITWSHHALL ALSO BE 8' _ • +I'11 '6''�111 ED -50D6 i.1.EAR0UT, 1' a 20' THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE 10. PROVIDE TRENCHING FOR ALL LINES PER IDAHO STANDARDS FOR PUBLIC WORKS G .SCALE APPROPRIATE UDUTY COMPANY FIELD -LOCATE ANY Cn \ UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN (o) — SSd: (w) -- <s d. --- (5'J') (,d) (sd) (56) <Sd> --` (5Wi -- (Shc —m' W✓ THAT AREA. THE CONTRACTOR SHALL BE --- ... .............. )_� \ RESPONSIBLE FOR MAINTAINING ERNCE OF EXISTING UTILITIES AND FOR RESTORING ANY \ UTILITIES DAMAGED DUE TO CONSTRUCTION. 4. ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS RELOCATED IN THE FIELD SS -- -- ----'- - ---'-'-BY THE EERTO AVOID UNFORESEEN UTILITY »` INTERFERENCE NLE \ \ \ 5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTA DISTANCEWATEERALL EXIST SEPARAWNESRAND NEWS EWER ETWEEN KR SNES EXCEPTING WEATE APPROXIMATELY ANGLES. ESA MINIMUM \ OF 1.5 FEET AL N SHALL ``\ \ MAINTAINED. OF VERTICAL SEPARATION I - I` BE la. . FF 62.30 I` 8' 2].5' 13' L-27' - 2' -PVC p IE 4854.2 ` �-I ) RIM =4859.] I- (') CONSTRUCTION -2000 EDITION -� 5-8 -PVC- -._. (w; ` EXISTING FIRE HYDRANT I -- --- SD -512 ,_ IE (S) = 4852,02"` •s) REDUCE 8' SNB TO _ SS MANHOLE-- 2-"'"'" tw) _ ..1L(f-YN) w 4852.) IOPOSNSTALL TFOR ER SPUBUL WERVICE E RK8P0 ^: I 2' LVP(E i,Qg g.TE- - tr> - IM - B59 5 CONSTRUCTION -20M EDITION 1VATE1{_ERNCE - - IE (E) 485290 INSTALL PER IDAHO FMOPRDS FOR PUBLICLIC WORK WORKS CONSTRUCTION -2000 EDITION ` INSTALL SS MANHOLE PER IDAHO TREJO STREETS STANDARDS FOR PUBLIC WORKS CONSTRUCTION- 0M EDITION 2 IC - - EXISTING MANHOLE $D -$O6 INSTALL CLEANOUT PER IDAHO STANDPOS FOR PUBLIC WORKS CONSTRUCTION -2000 - - -- -- - - - - - - IE = I85I.5f EDITION IPER DAHO STMDPWE FOR PUBLILATEC WORKS / CONSTRUCTION -2000 EDITION SD -SI INSTALL SERVICE MMKERLATERAL PER IDAHO STMDMDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION WARNING LIxF IS 2 It KES NLL AET 01 �I a N U t \� \ 6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILNIES AND STRUCTURES(EXCEPT WATER LINES) SHALL BE TWO FEET HORIZONTALLY. 7. MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES UNLESS OTHERWISE SHOWN ON THE PLANS SHALL BE FIVE (5) FEET. \\ S. PIPE MATERIAL FOR THIS PROJECT SHALL BE: GRAVITY SEWER- ASTM D3034 SDR 35 PVC \ WARNING LIxF IS 2 It KES NLL AET 01 �I a N U \\ S. PIPE MATERIAL FOR THIS PROJECT SHALL BE: GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE 8' THROUGH 10' WATER LINE- C-900 CLASS 150 PVC PIPE OR W -2' -PVC - - ,. FF 62.30\ - a Ry'S HOPE PPE 9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER DEWATERING TO CONSTRUCT THIS PROJECT. B'- 27.5' 13' 27' 13'27.5' r 8' _ • +I'11 '6''�111 ED -50D6 i.1.EAR0UT, 10. PROVIDE TRENCHING FOR ALL LINES PER IDAHO STANDARDS FOR PUBLIC WORKS _ TYPI EACH UNIT % CONSTRUCTION -2000 EDITION STANDARD ORAWNG 13' I 27.5' -may 8' p p p1. p p 13 ~` 50-511 EWER SERVICE SD -301. 11. PROVIDE FOR WATER AND EWER SEPARATION LATERAL. TYP WHERE LINES CROSS PER IDAHO STANDARDS FOR _ 0' 4 -365' ` 4 - •36 »-- 1 in EACH UNIT .� PUBLIC WORKS CONSTRUCTION 2000 EDITION STANDARD KS CON 5RUCTIO - p p a _e_ -� Y ' �' .-, 'r. _ J' IE ,yss•".`i 4852.5] '\ , "� 12 PRESSURE THRUST BLOCKS AT ALL BENDS IN PER IIDAHO TANDPDS FOR SURER M2 - - ,- - - _ -� _ , ..�-"'" v` ` �� vU PUBLIC K2000 EDITION 5 CONSTRUCTION TAN R STANDARD DRAWING $D-407 OR UE MECHANICAL -�' � 5 8 -PVC !� .�-" RESTRAINTS PER NANUFACNRS RECOMMENDATIONS. K JSD-512 INSTALL WATER SERVICE PER IDAHO SS -MANHOLE 1 /t„' }, / STANDARDS FOR PUBLIC WORKS WARNING LIxF IS 2 It KES NLL AET 01 �I a N U TASMAN DRIVE d; - + , FF - 62.30 FF = 62.30 Y 50-1 SD-] IA \\\ SD -708i, 50-]01 r712/ G.+SENO A - + , FF - 62.30 FF = 62.30 Y 50-1 SD-] IA \\\ A C6 .y. 60 OS m/ 1p tlS / 61 507 ]OB �81 - + , FF - 62.30 FF = 62.30 Y - TREJO STREET --_-----__'" 1 DRY DENSITY TO SED MAX DRY DENSITY BASED ON THE MARSHALL , COMPACT TO :. Lk- 's'zde.^rv?;.- PAVING 95R MAX DRY ,�..w - DENSITY 6' CRUSHED ROCK COMPACT TO 95X MAX DRY DENSITY PER ASTM 0155] 12' PIT RUN UNDISTURBED NATIVE MATERIAL 49 -TE I. HOT PLANT CONCRETE ASPHALT PER ISPWC-2000 EDITION STANDARD DRAWING SD -801 NEW ASPHALT DETAIL �1 SCALE NTS C•1 \ \ 20 10 0 20 \ SCALE 1" = 20' CONSTRUCTION NOTES: SD -]01 INSTALL CURB AND GUTTER PER N IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 u i EDITION ` O50-JOIA INSTALL DL CURB PER IDAHO STANDARDSS FORFOR PUBLIC WORKS 0 CONSTRUCTION -2000 E01110N b rn n Z SD -JOB INSTALL VALLEY GUTTER PER IDAHO LD In STANDARDS FOR PUBLIC WORKS w CONSTRUCTION -2000 EDITION ¢ SD -J09 INSTALL SIDEWALK PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION SD -]12E INSTALL PEDESTRIAN RAMP PER 1-p IDONO STANDARDS FOR PUBLIC 2 1.1 Qa WORKS CONSTRUCTION -2000 III Z wm EDITION, TWE FL W ABBREVIATIONS w "_ FF FINISHED FLOOR ELEVATION v/ U 10(5TBC TOP BACK OF CURB Af1i/ C) Z FL FLOW LINE OLL (7 Om TA TOP OF /SHPALT Q �� TC TOP OF CONCRETE IIIIII III TG TOP OF GRADE OPROVIDE NEW ASPHALT ACCORDING TO DETAIL 1/C2 AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SPECIFICATION (ISPWC) SECTION 800. PLANT MIX PAVEMENT SHALL =p MEET THE REQUIREMENTS IN ISPWC SECTION 810 FOR MARSHALL APPARATUS. PLANT MIX CD AGGREGATE SHALL BE 1/2 -INCH (CREATOR `0 THAN OR EQUAL. TO 90% PASSING THE ° IJl I- 1/2 -INCH 1/2 -INCH SIEVE). CONTRACTOR SHALL SUBMIT °@3 41v MIX DESIGN PRION TO PLACEMENT OF p0.E PAVEMENT. 4 w 8 _ m. o U a WARNING g UNE IS 2 mCHES _ w Ai Fuu SIE ji d ✓I F NOT I' -SCALE ACCMDIN0.Y 50-1 SD-] IA \\\ - TREJO STREET --_-----__'" 1 DRY DENSITY TO SED MAX DRY DENSITY BASED ON THE MARSHALL , COMPACT TO :. Lk- 's'zde.^rv?;.- PAVING 95R MAX DRY ,�..w - DENSITY 6' CRUSHED ROCK COMPACT TO 95X MAX DRY DENSITY PER ASTM 0155] 12' PIT RUN UNDISTURBED NATIVE MATERIAL 49 -TE I. HOT PLANT CONCRETE ASPHALT PER ISPWC-2000 EDITION STANDARD DRAWING SD -801 NEW ASPHALT DETAIL �1 SCALE NTS C•1 \ \ 20 10 0 20 \ SCALE 1" = 20' CONSTRUCTION NOTES: SD -]01 INSTALL CURB AND GUTTER PER N IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 u i EDITION ` O50-JOIA INSTALL DL CURB PER IDAHO STANDARDSS FORFOR PUBLIC WORKS 0 CONSTRUCTION -2000 E01110N b rn n Z SD -JOB INSTALL VALLEY GUTTER PER IDAHO LD In STANDARDS FOR PUBLIC WORKS w CONSTRUCTION -2000 EDITION ¢ SD -J09 INSTALL SIDEWALK PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION SD -]12E INSTALL PEDESTRIAN RAMP PER 1-p IDONO STANDARDS FOR PUBLIC 2 1.1 Qa WORKS CONSTRUCTION -2000 III Z wm EDITION, TWE FL W ABBREVIATIONS w "_ FF FINISHED FLOOR ELEVATION v/ U 10(5TBC TOP BACK OF CURB Af1i/ C) Z FL FLOW LINE OLL (7 Om TA TOP OF /SHPALT Q �� TC TOP OF CONCRETE IIIIII III TG TOP OF GRADE OPROVIDE NEW ASPHALT ACCORDING TO DETAIL 1/C2 AND IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SPECIFICATION (ISPWC) SECTION 800. PLANT MIX PAVEMENT SHALL =p MEET THE REQUIREMENTS IN ISPWC SECTION 810 FOR MARSHALL APPARATUS. PLANT MIX CD AGGREGATE SHALL BE 1/2 -INCH (CREATOR `0 THAN OR EQUAL. TO 90% PASSING THE ° IJl I- 1/2 -INCH 1/2 -INCH SIEVE). CONTRACTOR SHALL SUBMIT °@3 41v MIX DESIGN PRION TO PLACEMENT OF p0.E PAVEMENT. 4 w 8 _ m. o U a WARNING g UNE IS 2 mCHES _ w Ai Fuu SIE ji d ✓I F NOT I' -SCALE ACCMDIN0.Y N ]501]6.04 N ]501]6.21 N']5016]:85 '" -E ]86390.09 E 81 6.24 E 66218.22 ,-\ 9.00 N45N Y31'W -ci C2 C2 14.15 - - - N ]50146:1 N ]5016].0 C4 P ]8639013 E ]862, E 786185.25 7.84 5.00 45'14'57'E _ N )50136.67 .1 1 C7 14.16 E 786185.40 ry )50156.35 C3 1+3]50156.64 '\ EY i8 4]0.18 20136.67 o/. N 75� 36176.95 I" 3 1 E 761 50123.67 ¢/ ;", 361 6.96 4 _ h,t N 750123,67 E 786330.80 _ N]500]4.66 > E ]86164.62 N ]500]4.67 LL E 766166.62 N 750038.50 E fi19 .8 i ��CONMOL POINT 2 (HR)- N 749998.60 BENCH MARK (MH)_ --- E 785870.90 N 749994.83 EL 4857.82 E 786115.28 EL 4858.4] c TASMAN DRIVE \ 1 \ 20 10 0 20 ` SCALE 1' 2' - - - - - - - N ]501]6.81 N ]501]6.93 t -E-786381.06 E 786423.08 \ \ C6 E 6414 1 ' ' N 75015618 E J86338.tt N']5016]:85 '" -E ]86390.09 -C4 'N 750161,43 5 E'78641473 "" ,-\ 9.00 N45N Y31'W C2 14.15 N 7501613] it 10.47 5.00 S60'15'S5'E / C4 P ]8639013 N]50156.46 py C5 7.84 5.00 45'14'57'E C6 E 78641914. .1 1 C7 14.16 9.00 544'4]'5 'W ry )50156.35 1+3]50156.64 '\ EY i8 4]0.18 -Z C] o/. N 750128.14 E ]8635514 3 1 ¢/ - ,N 013].64 �/. E 786330.80 4)0.26 DL \ VIA IA + N 750 a.55 - N 780089.13 N ]50089.56 • • I E 786 80 (n N 750114.08 E 788328.93 E 786652.93 .1 E 786306.49_ N 750089.14 N )50089.55 \ ' � � E 766330.93 E 786450.93 � N ]500]5.09 • • ' \ E 786308.62 _ N 750074.13N ]500]4.5 6 E 786328.99 E ]86452.98 " . N ]500]5.08 N 750052.40 N 75006 .90 E 786306.62 • " E 786325.92 E 786433.66, 8I N 750060.09 E ]86308.6] " _ ..� - - - i d; N ]50048.39 E ]86312.04 C G 0 • _ .. L0, w"".." Kr N 750055.42 E ]86445.1) Ya) : 0=.:�?�- N 76540 It �.>� �. ...-- E 765404 It ....._---- __ _..___...._._-._.___._ N 750038.38 „ E 786320.12 CONTROL POINT.1 (192_ E 786290.53 EL 4as9.Da - TREJO STREET CURVE TABLE CURVE LENGTH RADIUS CHORD-BEARING11174 C1 MAI 9.00 N45N Y31'W C2 14.15 9.00 54x'45'49"W CJ 10.47 5.00 S60'15'S5'E C4 ].66 5.00 N44'45'04'E C5 7.84 5.00 45'14'57'E C6 14.13 9.00 N4514'11'W C7 14.16 9.00 544'4]'5 'W CONSTRUTION NOTES 1. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OI CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO MAT CLARIFICATION MAY BE MADE PRIOR TO ME START OF ME WORK. WARNING