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CC - Construction Drawings LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CP&F INST. NO. LOCATED IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, T.3N.5 R.1 E., 1/4 2014-098053 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA 2020 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT / BLACKROCK SUBDIVISION NO. 1 • FOUND 1/2" REBAR, PLS 14221 BOOK 96, PAGES 12003-12008 ® FOUND 5/8" REBAR AS NOTED (S89426 SET 1/2" REBAR WITH PLS 11118 8' 'E) � PLASTIC CAP SW 1/,6 PLS 8575 _ S89°49'51' 1115.19' CS 1/16 PLS 1422, SET 5/8" REBAR WITH PLS 11118 N89'49'51"W 225.35' 134.06' - 100.46' 100.46' r -105.02' T - 105.02' T -105.02' T �105.02' 89.59' r 90.41'- 1 90.06' 90.06' ® PLASTIC CAP OSii O I � � � I Owl () O O - - - - SECTION LINE ro o ro o r - - 0q 0q �q' "' CENTER LINE 17,562 SF o 15,,111 SF 72,700 SF Ion 12,603 SF C Ion 12 603 SF Ion 12,603 SF C 0 12,605 SF 0 7Q 751 SF o o d o o o o o o o S � 70,94o IF o 73,989 IF 9,852 IF EASEMENT LINE AS NOTED o� z �' PUBLIC UTILITY, IRRIGATION & LOT o g f5' BLOCK 9 o o i rn 00 o �`" N89'49'S1"W 134.06'� 86 45' J C29 -71.36' -105.02' 105.02' -105.02' -105.02' 89.59' 49.20'--C285 cn � DRAINAGE EASEMENT LINE, SEE NOTES 1 &2 z WATER 72.11' N89'49'51"W 148.00' �� S89'49'51"E E. BRACE DR. S89'49'51"E S89'49'51"E �' C2j\ N o EAS ME TACHD LINE, SEE NOTE 9 DRAINAGE 12 3 282 SF 3 282 IF G - - - - - - - - - - C5 \ 10' z 219.79' 283.00' 127.46' n Z79' ro y b S 72.11' S89'49'51 E �, 13 SEE NOTE 9 1 N89'49'51"W o 14 118.75' G G 29ao \ !�� o� 3075 SF sFF NOTE 9 9 !�o o� 7 764 sF �, 3 C22 s 6s91 o ACHD PERMANENT SIDEWALK EASEMENT 0 6,351 sF o „, - 173.29 8 -------190.00-- --- �,` 80.96' c �6• LINE PER INSTR. NO. - 213.39'----- 220.00' - 0 2 2 / CL I S89'4n1"E-� 103.39 1,0.00' 110.00� l r 110.00' 8 ' �'S y 96 "' m �\ SUBDIVISION BOUNDARY LINE N89'49'51"W 31.5' 31.5' N89'49'S1"W W �70' S89'49'51"E of 9 o 100.00 o o o o �!- 6 , ! C2611 - 31.5' 31.5' - 13 N O o I o O �n_ 10 0 137.19' �oo \> S 26.35' w LOT LINE 00 15 6,000 IF oo c6 6,392 IF 5 600 SF coo coo 6,600 SF 6,600 SF GO o 0 L110 0 0 58�49'SLE �89'h251"� ,OL9l 1 i Z 0 s C6 26.33' Q ADJACENT PROPERTY LINE BLOCK 9 9,1 sF uos uo7 137.,E J I �E. BRACE DR. 18 LOT NUMBER \S8T49'bl"E-1 �Io'10 .79' 11 no,10� N89'49 51 W N89'49'51"W o °C �10100.00' 12 0 0 0 0 0 0 110.00' N89°49'51"W 200.15' 1 �A SsLl 909'5,"E o�-w 0 0 6,407 IF 6,600 IF N coo 6,600 SF coo °� o �C25_ o o 16 rn o 2 26.31' 6,000 SF o S�s4951"E�W 5894�51 i 1,oQo' 10� o o Q � N m NOTES o \S8�49',i1"E\ o I a� 10 .79' o _ I 110.00' Q °M° I N89'4-'S1 W a_ `" 5 it o UNPLATTED o `r' o 0 0 0 06,600 SF o o Z `n O 100.00T0 c^o o �� o o o Q ``' o o z o BLOCK 10 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER 0 17 6,000 SF o M z o BOCK 7 z 6 60 SF co Z o c0 BLO K 8 oo W ro I� LU HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET w o o �89'4�'51� 9'4�51 l J o 11090' J N 04 0 0 W Q w ro h ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF o� S8K49'51"Et 106.79' f-10' 110.00 I m z N89'49 51 W 1 N `� _ Ki 0 0 0 o N HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. o� 100.00 b Q o 10 o O o = o O Coo 3 N N 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT 0 ooJ 18 5,000 IF oo 6,4 SF 6,600 �F 6 600 Sf ° o o 23,501 SF 9,077 \ EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE z ,r, �r, L S$9'49�1"E �89'4�51 1 11090 S8K49'5l'E J � o_ z IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE �j 0\ 106.79 70 b_ 110.00' 1 N N89.4-'51 W I p �5' TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 0' 50' 100' 200' Q oO100.00 o N o� O o 00 6 o I o 4 o N f5' 0 19 00 c o O I o o O 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME H ,� S8�49`zL"E�" coo 6,600 IF coo coo 6,6 0 IF OF THE RE-SUBDIVISION. LLJ )S8T49'51"E L S89'4T517E I �70` 1Lo o0' 1 �90.00' 90.00' = x -r (/) o 106 79 a, 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT 01 o SCALE: 1" = 100' U o 0 100.60 _b 8 06 110.00' �, �, N89'49'51 W o Q o 0 0 20 5,000 IF o 31.5' 31.5' � 8 a' 31.5' 31.5' a' o N89°47'58"W 180.00' RECORDED AS INSTRUMENT N0. N o ,� ��L122 7 � ��.5,507 IF C. z o o S8�49'�l'E J !>> �23 O 111125' "' 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN N ro !> > 9,476 SF n J RECORDED AS INSTRUMENT NO. a S89°49'51"E 252.00' N o 100.00 0 �6 L115 C36 129 c' " N ,I N89'49 51 W I m I o O o "' 31 �' 5,747 SF S14'26 52 W 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE 189.00' L9 L10 100.00 0 21 5,o0o SF o 66.1 T C7 ; �, `, "' 10 O `o N $$9°49'S1"E S8�4 000 S 0 <v 4 53' / 68.04 LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. ,1 w o S89'49'51"E 1L CO. !� ,NzS • N o o, O o o T C18 "' 1ZS 81' �; co li 33 'W $75°33'0$"E UNPLATTED 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL a z p c`? M_ 0 24 100.00 1°� E. N/D/� `o v� mac' 12766' J 23 13' I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR m cri o 27,404 IF Q, ° L80 �+� 505 o , w I BL CK 9 J 22 6,750 IF o L81 ST SZ 2 1 112 66' 0 SF PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT S$9'49'S1"E o BLOCK 3 m c0 6,150 IF N89'49'51"W o o LO Ol C19 [482 533'Q8" �15g.16' o 0o HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT 37.6$' Z 174.00' �� I L2715 0 0 J �.0OL JCN �� /O/ / O �C833 �L84 32E � A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY o !j 170.00' 200.00' �D rn J/� n / O O r�85 (� E o\ WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, �� 23 ' m co� /o /� 6� CB� A 903 AGRICULTURAL FACILITY OR EXPANSION THEREOF. S89'49'51"E �_ _ _ _ S89'49'51"E _ M o L78 / o o r� / O7 IA88 L77 C17 US o o O8 C89 8-LOTS 1 &2 OF BLOCK 1,LOT 1 OF BLOCK 2,LOT 1 OF BLOCK 3,LOT 1 OF BLOCK 4,LOTS 1 &9 OF BLOCK 5,LOTS 1 & 116.32' n 141.86' 263.00' o 9 10 OF BLOCK 6,LOTS 1 &7 OF BLOCK 7,LOTS 1 &9 OF BLOCK 8,LOTS 12,13 AND 23 OF BLOCK 9 AND LOT 3 OF BLOCK E. PHENOMENAL ST. L76 C16 L, J BLOCK 6 ,5 / o w 00 M M oCZ4 3 0 / 10 0 9 BL.6 I 10 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS 11 cl/!2 �� !�1 04 m L48 cv L72J ° / o �' o O 10 SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, a 70.00'- _7 6. F_60.00'� -60.00'-] �60.00'� 68.89'� 0i ^ Cog q(( (Z1\ �' � oN 6.50' 6.50' 1 `SQ \C51 f Y �p�BUC U0J J o 0o Op q((NOTE 9 L67 DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 13,BLOCK 9 IS A CROSS ACCESS/COMMON DRIVEWAY W m w �5 2 20' 20' O2 O O, O O w c.i O /O (5 RIGHT �6g � EY p o LOT DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 10 AND 11,BLOCK 9. USE AND MAINTENANCE OF SAID > r O3 5 f N N Wto / / O r 2, ��53 OF WqY �68J�6, s R/�HT�F-'IU DRIVEWAY LOT SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS SUBDIVISION. iv i� N r� ro rcn ro o a' 31 5 _'/ o O (54 cow o NOTE g WA y a ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. O o m o o 0 31.5' C>i o co / �S5 cn 3 0- of oo I a'°O m m rn o rn of `� ° / o° o cl� /� / 7 (06 cV (� z 9-PORTIONS OF LOT 1,BLOCK 2;LOTS 15 THRU 18,BLOCK 4;LOTS 8&9,BLOCK 5;LOTS 7 THRU 10,BLOCK 6;LOT 1, C7 o 9,602 SF o o ? oa a a n a ± � o / ° y o SZ'0 °L L57 m z BLOCK 1 �' N z Z ° d ° d ° d a �'� C14(¢ o 0 0 / O O 25 BLOCK 7 AND LOTS 9&10,BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. r7 �n m o ro Z J �' / co / 9 N a o THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE Ssg. C� V C46 co o BL.S 9 55' o fs' �o L¢ J BLOCK 5 0 / d � 75 45'� I cL k � 5 0 � o c0 0 � � EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA U cn 3 ° 25 68' �1 �1 \ \ �' �ti 144 J L ° ° / o oo o^ COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"). O 10362 Z3 62.78 60.00' 60.00' 60.00 / O/ �� Vq�ENs (42J �5' o THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO 1 S89'S0'08"W 268.46' & C1 �LE �41 L4p ° N SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM (n N69S o ° 3 L15 NZ53 ST SFEo WATER DRAINAGE SYSTEM. 2074 IF �o s45"w , BLOCK 4 3g3"/ g55.00, �16 o8"W 278g3� SURVEYOR'S NARRATIVE `31$' O /cO 10 co o 5 0 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 3 (21, l l N >> 5•CO3 C1Z�1 NI SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE l`lJ 36,086 SF aj 4,298 SF� rn 14 �55.pC 8 N THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �S6 zo 24- 4,125 S 8 SURVEYED TIES TO CONTROLLING SECTION CORNER j55.CO'- 11 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 28 oo O / �2Z� 4,125 SF l 15 d MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF \ 21 �� 1�6,p2• U) l^ �' 9 O h 18 o N75'33 08 W BLACKROCK SUBDIVISION N0.1,IMPRESSIVE EAST RIDGE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT \S0°09 52 E 5 804 SF / l O`�` / / 12 L3QJ �725 S �, O o 15.00' SUBDIVISION NO.1,INFORMATION FROM RECORD OF SURVEY SUBMITTAL. 79.21 \ �65.pC•J 5,757 SF J l O / 13 - �° F`� NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 5 625 IF o O / / L36-1 N^ SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT ,N I 6L N7 ° 65•DO'_7 L / / ,6 \/ h O 13 THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST o \ \ EASE 533 p8» 65.0p•_� 51625 SF�7 / ,, 17 % cy THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE ESTABLISHED NORMAL GROUNDWATER ELEVATION. z f - \ \ MENT FARR w 566,Q2' 65,pC•-j L5,625 SF l / O o SF BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. o Q w O \�ATERAL 65.00'J �65.55� 5GNPIST NOrz, S C-D w 00' , G £ G'A Z UNPLATTED �<v� Q-�' F0 I rn I CLINTON W. HANSEN 8 0 UNPLATTED o I n I PLS 11118 NjA �O 0o O ' UNPLATTED ��j '911, Z Uj m OF 5 N- w SON W. NP ocn STORM DRAIN FASEMENT - S75.33�8 E 24p CO oo ADA COON\HIGHWAY DISTRICT a? 20' 38 o rn �3' 63.54- INSTR. NO- -__-- - S89'58'24"E 716.48' z Lo BLOCK 2 S89'58 24 E 324.81 SEE NOTE 9 37,744 SF � La futl � O A� N89'58'24"W 1249.28' o 0 POINT OF Land Surveying and Consulting BEGINNING �� o o us � b 31 32 S89'57'01"E 1331.91' W 1/,6 20.00' E. LAKE HAZEL RD. 1311.96, 32 co 6 5 FIND 5/8" REBAR NO CAP N89'58'24"W 1331.96 1/4 5 231 E. 5TH ST., STE. A PLACED CAP MERIDIAN, ID 83642 CP&F INST. N0. CP&F INST. N0. 2NS 111066375 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 1 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CURVE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION C1 18.69, 164.00' 6'31'41" S3'25'42"E 18.68' L1 25.00' S012'02"W L43 40.00' N75'33'08"W L85 40.00' S75'33'08"E C2 19.37' 170.00' 6'31'41" S3'25'42"E 19.36' L2 28.37' S44'59'51"E L44 40.00' N75'33'08"W L86 40.00' S75'33'08"E C3 132.16' 100.00' 75*43'17" S37'41'30"E 122.75' L3 28.24' S69'55'45"E L45 40.00' N75'33'08"W L87 40.00' S75'33'08"E C4 94.25' 60.00' 90'00'00" S45'10'09"W 84.85' L4 21.32' SO'09'52"E L46 40.00' N75'33'08"W L88 40.00' S75'33'08"E C5 75.28' 100.00' 43'07'58" N68'15'52"W 73.52' L5 21.27' NO'10'09"E L47 18.93' N75'33'08"W L89 20.00' S75'33'08"E C6 75.28' 100.00' 43'07'58" S68'15'52"E 73.52' L6 31.50' NO'10'09"E L48 32.43' S89'49'51"E L90 100.00' N14'26'52"E C7 24.92' 100.00' 1416'43" N82'41'30"W 24.86' L7 31.50' NO'10'09"E L49 16.79' S75'33'08"E L91 100.00' N14'26'52"E C8 24.92' 100.00' 14*16'43" N718'30"E 24.86' L8 21.21' S45'10'09"W L50 40.25' S75'33'08"E L92 100.00' N14'26'52"E C9 73.28' 131.50' 31'55'46" S15'47'44"E 72.34' L9 31.50' N89'49'51"W L51 40.00' S75'33'08"E L93 100.00' N14'26'52"E C10 25.43' 131.50' 11'04'41" S37'17'58"E 25.39' L10 31.50' N89'49'51"W L52 40.00' S75'33'08"E L94 100.00' N14'26'52"E C11 11.57' 131.50' 5'02'33" S45'21'35"E 11.57' L11 28.20' N45'00'09"E L53 40.00' S75'33'08"E L95 100.00' N14'26'52"E C12 11.06' 131.50' 4'49'09" S50'17'27"E 11.06' L12 56.49' S49'44'18"W L54 40.00' S75'33'08"E L96 100.00' N14'26'52"E C13 52.45' 131.50' 22'51'07" S64'07'35"E 52.10' L13 21.21' S44'49'51"E L55 40.00' S75'33'08"E L97 100.00' N14'26'52"E C14 21.68' 68.50' 18'07'56" S66'29'10"E 21.59' L14 60.69' S49'44'18"W L56 40.00' S75'33'08"E L98 104.13' N14'26'52"E C15 68.85' 68.50' 57'35'21" S28'37'31"E 65.99' L15 10.00' S75'33'08"E L57 20.00' S75'33'08"E L99 31.50' S14'26'52"W C16 6.98' 28.00' 1416'43" N82'41'30"W 6.96' L16 10.00' S75'33'08"E L58 20.00' S14'26'52"W L100 31.50' S14'26'52"W C17 11.96' 48.00' 14*16'43" N82'41'30"W 11.93' L17 10.00' S75'33'08"E L59 96.60' N14'26'52"E L101 15.00' S14'26'52"W C18 12.03' 68.50' 10*03'53" N84'47'54"W 12.02' L18 10.00' S75'33'08"E L60 100.00' N14'26'52"E L102 21.21' N30'33'08"W C19 5.04' 68.50' 4*12'50" N77'39'33"W 5.04' L19 31.50' S14'26'52"W L61 100.00' N14'26'52"E L103 21.21' N45'10'09"E C20 24.68' 131.50' 10*45'15" N9'04'14"E 24.65' L20 31.50' S14'26'52"W I L62 100.00' N14'26'52"E L104 21.21' S44'49'51"E C21 8.09' 131.50' 3'31'28" N1'55'53"E 8.09' L21 55.00' S75'33'08"E L63 100.00' N14'26'52"E L105 60.00' NO'10'09"E C22 44.24' 68.50' 37'00'18" N71'19'42"W 43.48' L22 95.86' N1426'52"E L64 100.00' N14'26'52"E L106 31.50' N89'49'51"W C23 7.33' 68.50' 6'07'41" N49'45'43"W 7.32' L23 85.32' N14'26'52"E L65 100.00' N14'26'52"E L107 31.50' N89'49'51"W C24 32.52' 131.50' 14*1O'14" S53'47'00"E 32.44' L24 55.00' S75'33'08"E L66 100.00' N14'26'52"E L108 21.21' N45'10'09"E C25 66.47' 131.50' 28'57'44" S75'20'59"E 65.77' L25 75.00' N14'26'52"E L67 20.00' N75'33'08"W L109 31.50' SO'12'02"W C26 51.57' 68.50' 43'07'58" S68'15'52"E 50.36' L26 75.00' N14'26'52"E L68 40.00' N75'33'08"W L110 31.50' SO'12'02"W C27 57.08' 131.50' 24*52'10" N59'07'58"W 56.63' L27 55.00' S75'33'08"E I L69 40.00' N75'33'08"W L111 25.00' NO'10'09"E C28 41.92' 131.50' 1815'48" N80'41'57"W 41.74' L28 75.00' N14'26'52"E L70 40.00' N75'33'08"W L112 21.21' S45'10'09"W C29 29.61' 91.50' 18'32'19" S80'54'00"W 29.48' L29 75.00' N1426'52"E L71 40.00' N75'33'08"W L113 21.21' N4449'51"W C30 15.72' 91.50' 9'50'44" S66'42'28"W 15.70' L30 55.00' S75'33'08"E L72 40.00' N75'33'08"W L114 61.50' NO'10'09"E C31 38.77' 91.50' 24*16'30" S49'38'52"W 38.48' L31 75.00' N14'26'52"E L73 40.00' N75'33'08"W L115 19.67' N89'49'51"W C32 59.63' 91.50' 37'20'28" S18'50'23"W 58.58' L32 75.00' N14'26'52"E L74 40.00' N75'33'08"W L116 13.44' N44'49'51"W C33 14.06' 28.50' 28*16'25" S14*18'22"W 13.92' L33 55.00' S75'33'08"E L75 17.04' N75'33'08"W L117 7.78' N44'49'51"W C34 30.70' 28.50' 61'43'35" S59'18'22"W 29.24' L34 75.00' N14'26'52"E I L76 32.43' N89'49'51"W L118 21.21' S44'49'51"E C35 17.07' 68.50' 14*16'43" N7'18'30"E 17.03' L35 75.00' N14'26'52"E L77 20.96' S89'49'51"E L119 16.31' S14'26'52"W C36 32.77' 131.50' 14*16'43" N82'41'30"W 32.69' L36 55.00' S75'33'08"E L78 11.48' S89'49'S1"E L120 21.21' S59'26'52"W L37 150.00' N14'26'52"E L79 21.21' S45'10'09"W L121 60.00' NO'10'09"E L38 150.00' N14'26'52"E L80 19.67' N89'49'51"W L122 69.13' N89'49'51"W L39 165.04' N14'26'52"E L81 34.97' S75'33'08"E L123 33.19' S75'33'08"E L40 20.00' N75'33'08"W L82 40.00' S75'33'08"E NPR LA)VD 40.00' N75'33'08"W L83 40.00' S75'33'08"E �g��G%ST GAL L42 40.00' N75'33'08"W L84 40.00' S75'33'08"E 0 O t^� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 �o n�/ rT� o F ON W,NP Lan O ® S Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208)288-2040 fax (208)288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 2 OF 4 Milli E. AMITY ROAD NORTH LAVENDER HEIGHTS SUBDIVISION NO . 1 IF 0 a MERIDIAN, IDAHO - 2020 LOCATED IN IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, ll�_ COD T.3 N., R. 1 E.,B.M., MERIDIAN,ADA COUNTY,IDAHO v O ■� y � y o Z T T O w °O _ C/) N_ 0? 0 ca Q C ~ 0c) o O c05 � J W a m cm O Y N S a a W z GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES y co co o \ � Zco 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING PROJECT SITE- Z o WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR TO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. LAVENDER HEIGHTS � MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS BDIVISION N0. 1 OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR TO WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) III f t T, 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. ' 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. WATER NOTES CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION CID IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT Y� - PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER - LAKE HAZEL ROAD 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NO.1. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDVICINITY MAP NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL OUTSIDE THE PUBLIC RIGHT-OF-WAY.5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA NOT TO SCALE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS � CONSTRUCTION SHEET INDEX NAL �Q NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. c�� WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1 OF 28 C.100 TITLE SHEET AND CONSTRUCTION NOTES �ZS T�� l 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 28 C.200 E.LAKE HAZEL ROAD-SITE FRONTAGE IMPROVEMENT PLAN THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. WASTEWATER RULES(IDAPA 58.01.16). 3 OF 28 C.201 E.LAKE HAZEL ROAD-SITE FRONTAGE IMPROVEMENT PLAN Ulf INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 4 OF 28 C.202 STREET AND STORM DRAIN PLAN 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5 OF 28 C.203 STREET AND STORM DRAIN PLAN o 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. TREATMENT FACILITY(LE.,SEEPAGE BEDS, DRAINAGE SWALES). 6 OF 28 C.204 STREET PROFILES PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 28 C.205 STREET PROFILES OF 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 8 OF 28 C.206 S.BLOOMERANG AVE.BRIDGE CROSSING DETAIL PLAN J� IN P 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 28 C.207 E.LAKE HAZEL ROAD-STREET STRIPING,SIGNAGE AND LIGHTING PLAN DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS INSPECTOR. 10 OF 28 C.208 STREET STRIPING,SIGNAGE AND LIGHTING PLAN RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 11 OF 28 C.209 STREET STRIPING,SIGNAGE AND LIGHTING PLAN CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 28 C.300 GRADING PLAN o C-3 a 13 OF 28 C.301 GRADING PLAN c C.) a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 14 OF 28 C.302 REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN o 2-- PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 15 OF 28 C.303 WALKING PATH AND TEMPORARY TURN AROUND GRADING PLAN zo } a m 16 OF 28 C.400 SEWER PLAN AND PROFILE z > CD 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 17 OF 28 C.401 SEWER PLAN AND PROFILE � z FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM z 18 OF 28 C.402 SEWER PLAN AND PROFILES w o THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES 19 OF 28 C.403 SEWER PLAN AND PROFILES CD � C.>-, 20 OF 28 C.404 SEWER PLAN AND PROFILES o M z 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE C2 - o 0 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 21 OF 28 C.405 SEWER PLAN AND PROFILES cc a ,1 RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 22 OF 28 C.500 WATER PLAN a Cc z W n SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES 23 OF 28 C.501 WATER PLAN z o C c' ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL o 0 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 800 342 1585 PRIOR TO ANY EXCAVATION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 24 OF 28 C.600 IRRIGATION PLAN o , C) AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 25 OF 28 C.601 IRRIGATION PLAN L6=) z NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 26 OF 28 C.700 STREET DETAILS z BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 27 OF 28 C.701 STORM DRAIN DETAILS a C:) cc 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 28 OF 28 C.702 PRESSURE IRRIGATION PUMP STATION DETAILS o w ¢ o co = = 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE LAVENDER HEIGHTS SUBDIVISION NO. 1 BRIDGE CROSSING C5 A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 1 OF 2 BR-1 PRECAST BRIDGE-SITE PLAN z WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 2 BR 2 PRECAST BRIDGE DETAILS WASTEWATER RULES(IDAPA 58.01.16). STAPLEY ENGINEERING CONSULTING PLAN SET r 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1 OF 4 S101 CULVERT SECTIONS STRUCTURAL NOTES ■ STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD 2 OF 4 S102 LAYOUT PLAN O STORMWATER DESIGN GUIDELINES. 3 OF 4 S103 FOUNDATION PLAN 4 OF 4 S104 CULVERT DETAILS 0 - CONSTRUCTION CONTACT INFORMATION y 3 - N :3111111111 w DEVELOPER ENGINEER SURVEYOR - z THE WESTPARK COMPANY CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA 0 z CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS m O 0 2463 E.GALA ST.,STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A = C-) MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 0 PHONE:(208)888-9946 PHONE:(208)884-8181 PHONE:(208)288-2040 STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EMAIL:TAYLOR@WESTPARKCO.COM EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:CHANSEN@LANDSOLUTIONS.BIZ z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE W PROPOSED WATER LINE AND VALVE y Q C-) U ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE DETACHED WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE Q AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE BENCH MARK AND DATUM DATA L w ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED PROPOSED SINGLE WATER METER SERVICE LINE 4 w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP DATUM DATA czn EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) W w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING ED EXISTING SINGLE WATER METER SERVICE LINE VERTICAL: NAVD 88 LZ BK Back GB Grade Break RB Ribbon Curb BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB ^ PROPOSED FIRE HYDRANT BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way ` PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB EXISTING FIRE HYDRANT CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK W CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK Q CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB Z CO Clean-Out(Sewer) INCL Including SO Storm Drain O O PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB W CONN Connection IP Iron Pipe Dimension Ratio O O EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR ® PROPOSED DROP INLET SL SERVICE LENGTH COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR E IDIAN*_ -- Q CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET Si SERVICE INVERT ELEVATION IDAHO CY Cubic Yard L Length SP Signal Pole - -2645- - EXISTING 5'CONTOUR 10 Public DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE T SS PROPOSED SEWER LINE AND STATION Works Department DI DropInlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING 1'CONTOUR Design 6 Construction Supplemental Specifications ry �-SD-- EXISTING STORM DRAIN LINE AND MANHOLE �SS PROPOSED SANITARY SEWER LINE AND MANHOLE DIA Diameter LP Low Point STA Station - - - - DRAINAGE SWALE == PROJECT NO. 20-0610-LH1 DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ ■ ■ ■ DW Driveway MAINT Maintenance SW Sidewalk -� PROPOSED STREET SIGN ■ DWG FILE CA 00 DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND -�-SS- EXISTING SEWER LINE AND MANHOLE EXISTING STREET SIGN • • • • DESIGNED BY BT E Easting MW Monitoring Well TAN Tangent - L SS-- EXISTING SEWER LINE AND SERVICE � • • ` EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■ ■ ■ ■ � DRAWN BY JTA EC End of Curve N0. Number TEL Telephone GIRR-- EXISTING GRAVITY IRRGATION LINE NOTE ■ 11 ■ ECR End of Curb Return CHIP Overhead Power TOPO TopographyEXISTING STREET LIGHT ■ ` iI■ ■ •� CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ■ ISSUE DATE 08/04/20 ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical 7EM Electric Meter PCC Point of Compound Curvature VB Valve Box �--�� PROPOSED TYPE II BARACADE CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ■ ir;�2 HORIZ.SCALE AS SHOWN ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PROPOSED PROPOSED PRESSURE IRRIGATION LINE AND VALVE g g g p �--� PROPOSED TYPE III BARACADES PREPARATION. DEFICIENCIES I IN THE DESIGN.GN.ALL VARIIANCESD ROMUACHD NPOLICY SHALL FOR , ■ • VERT.SCALE AS SHOWN EP Edge of Pavement PE Polyethylene VERT Vertical -�- PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE PIRR Pressurized Irrigation WM Water Meter �--�� EXISTING BARACADE APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. • PIRR PROPOSED CONCRETE THRUST BLOCK ■ -� PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE ■ ■ ' % Coll 00 SHEET 1 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.100(Title and Note Sheet).dwg w E.E. LAKE HAZEL RD. - IMPROVEMENT PLAN LU \ �^ SCALE: 1" = 20'-0"HORIZONTAL z \ a 30 20 10 0 20 40 J 2 m L.J \ qft v CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET ~ Q NORTH ' 2746.04 EG/AP/GB 2744.37 EP/AP/GB MATCH EXISTING 21+57.56,21.50,L MATCH 4:1 MAX. LISTINGLOPE Cj 2743.86 NG 4:1 MAX.SLOPE 2746.10 EP/AP/GB CONSTRUCTION KEY NOTES 18+23.98,11.15'L 18+58.01, 1742' L (TYPICAL) ' (TYPICAL) 2746.16 NG (BEGIN CONST.) 21+57.59,18.50'L 22+23.20, 22.78' L INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE (MATCH EXIST.) 2743.90 NG 2744.23 NG 2744.45 NC 2744.71 NC 2745.29 NG 2745.58 NG 2746.32 EP/GB 2745,98 NG 2146.22 NG 2746,54 NG WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 21+08.84, 21.25' L 18+2388, 15.76' L 19+09.07, 18.10' L 19+5752, 19.31' L -20+07.85, 20.42' L TOO 20+56.33, 20�71 -- - e 21155.68, 10.58' L 211,57.59, 21.74' L 22+10.09, 22.20' L 22+68.56, 22.4 - - 2744.42AC--TOo - --- -- 41 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 12 , =2743-❑ -ro" - _ - _ -- - -- �B __ --- °e ----moo __==ion--_r°e _ _ _ - - - - - - - - -2743- _ 18+23.98,8.50'L TOe` - --- -T°E - - -T°E -----T� -_-- _ - - _ - _=- -= - __- = TOE --- -T� - - °E - T°E - - °E - --TOE -TPET°B - - _-T = - - TOB i TOE TOE TOE E - -- T -TOE - -= - - =T°E- -�- w==� - - °2746 _ - - - 45 - --i0 - - - -----TOB -- -T°° -----TOB ----- e - TOE T° INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL - TOB - -TOO �.--_ 2745 2745 BEGIN CONST. - - -2744.31 EG/GB -- o -- � - - - -- - - - - - - - - - --2746 - - - - - - -2746--•,o - - r ( ) - - - -- SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. p 18+23.91,14.15'L- - ___ _ _ - - - - - - - qs Ems- - - - - - F J - - EG - Ec TOE TOE - --2744.28 -P/GB--T°E - - -----,°E - - - - - °E ---- °E -�,�E ---- T°- - - - - - - - - - EGT G - EG- - - EG - O,j 2746.09 EP - - 2746.45 EP�2746.54 EP - 796 27 INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. w °O _ -_-_ '°�-__-T°E -- T- - - 2745=T EG EG \0.5% '°'2745.57 EP _ EG 274, EP -TOE - ----- m EG EG E° r 6 2745.32 EP1 EP CEP TOE ----EP TOE --- EP TOE - 4 EP�TOE --- _ -roE -- EP 7 EP EP EP EP FP 4 18+10.64, 11.16' L _ _ _ -2744 - - -E� EG 2745.06 EP _ - - EG 0.5% 2744.81 EP -\ EP EP _EP EP- EP _ -2746.38 AC=2746.60 EP/GB - -- a T°` T`2746.99 EP/GE O c~i� T °O -2744- - - - - 2744.54 EP - P- o -EP-- - EP _N - --- -EP-- r EP---- N-- --EP---- EP--- �' 4- -EP 11 --EP . 9 . ' - 22+10.09 1Q56' L o EP T -EP --8.-EP INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. r` oho 0 EP G _ _ co EP EP EP - -EP- --EP o�a, - EFP EP---- --� +57.5 , .50 L N N 22+68.56, 10.< cr)8-----EP---- --- Eq -EP- -- EP- -- --- _ SAWCUT SAWCUT SAWCUT N SAWCUT SAWCUT SAWCUT T SAWCUT 6 T SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT m dp O 2744.84 AC/GB 2744.64 AC 2744.58 EP/GB 2744.90 AC 2744.83 EP/GB 2745.21 AC 2745.17 EP/GB 2745.45 AC 2745.39 EP/GB o 2745.76 AC 2745 69 EP/GB/ 2746 2746.08 AC 2746.03 EP/GB 2746.36 AC 2746.57 AC/GB 2746.65 AC 2746.75 AC 2746.70 EP/GB �27 © INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. a Y - o o � Er, ■ o 01 18158.00, 1.25' R 1 18+5813, 11.13' L o� '� �1 19+57.64, 10.80' L o 20107.96, 10.83' L °D �1 20+56.42, 11.34' L o7 01 21+08.\ 10.89' L 1 0 ��f p� w +� - N -o N 19+09.18, 11.25' L o N N o n N N 21+54.99, 1.33' R o 1 N1 22+23.20, 10.60' L ] INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. CD <C U) w - - - - - - - - �_- - - - - - - - - _ - - - 2745 - +, - _ - - _ - _- - _ -- - - - 14 - -oT- - - _- - - -- - _ __ - - - - _ - + - _ - _ -_ _ ❑ _ - _- _ - +� � _ 14 ❑ z 2744.52 AC ❑4516 AC/GB 2745.37 AC/GB E.LAKE HAZEL RD. `� 274566 AC/GB o ` 2746.28 AC/GB 2746.30 AC 2746.32 AC 2746.89 AC/GB �� 2746.93 AC/GB ❑ O w m C 2744.52 AC/GB N _ � to w 2746.00 AC/GB <r 2746.23 EP/GB to IImo_. $ INSTALL CURB TERMINUS PER ISPWC SD-707. co 18+09.28, L41' R l� 18+46.91, 11.70'R + N N 19+5711, 0.86' R +� Nl 20+0736, 1.29' R r IN -2746 1 21108.79, 1.56' R 21+57.64, 11.70'R 22+09.27, 1.75 R 1N Nl+� 22+22.73, 1.68' R, o 2744.60 AC 19+09.30, 1.65' R 2744.90 AC 2745.16 AC 2745.43 AC ¢ 2745.74 AC 20+56,19, 0.99' R 2746.03 AC 21+54,62, 14.21' R INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC (BEGIN CONST.) ae > 2746.76 AC -2747 r o SAWCUT SAWCUT CUT SAWCUT SAWCUT SAWCUT S f IT SAWCUT SAWCUT SAWCU 2746.15 EP/AP/GB SAWCUT �� SAWCUT v o r N ae SD 707,MODIFIED.SEE DETAIL ON DETAIL SHEET. --EP- z- _ ---Ep /-� --Ep- Ep--- N c� - - -- EP--°pgyp EP Ep - -�� -- Ep--- -Ep ---EP-----Ep--- �o- --Ep-- Ep-----Ep n��e _Ep Ep mac 2746.64AC aE p e ----Ep ---EE44- - P - EP E --- Ep- N �i - 21+57.64,18.50R-- -- o_ 2744.53 EP 0.5% 2744.81 EP P EP EP EP EP 2745.88 EP - 2746.13EP _ _ C,,; INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD EG EG EG 2745.06 EP 2745.33 EP 0.5%- EP EP EP EP EP � \ _ Er'-- --2744.19 EP/GB- --roe =_ _ EG EG EG EG E 2745.60 EP-TO. - - ° -- - TO c EP EP EP P EP EP EP SUPPLEMENTAL SD-710B(6"THICK CONCRETE-SEE NOTE E. --ae Oo -ae Too -----TOB ae 2745- o - ) ae ====2744- - - - - -o- - -co. - -� o ---- - a'T 2745=EG E� -0.5% --27Q -- -T� - =Toe- - 2746 47 EP 2 6 55 EP- -TOB ll.6% -- --=2743 0E =- -TOE - -TOE C?--�n E - - = r°E=---TOE -=- E___ TOE --- -TO, - - DE -- -T°E - - of -TOE - 2745°B T --- E`-p- -- °E Pr-- EG E�--- - - �4----{ -- INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 18+09.15, 14.06' R- - -2744.47 EP/AP/GB co T N M u - -- N - --'°" --- ---T°�-- --- ❑ SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). - - - - -2742- - =- - - - - -18+46.91,13.95'R-_ _-_ ,_ _----�Oe _ _ - - -_ - - - - - - - - - - - - 2744- - - - - - TOE- - - - - - - -- 5-ram---= _ =TOE_ - -274 1 --- (BEGIN CONST.) _ - - - - - - - - - - - - O - - - - - - - --- _-=_=�E� \T° -----o�, _- TOE -_ -TOE __ -TEE -- T°E_ _'�__ --2743=2743- -__ -_ - - - - - - - - - - - - - 2744= 1 INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE - - - - _ - - - - - - - _ _ - - = - - --- TOE -2741- T --T4-- - O E -----TOE --- -T O - - - - - - - - - - - - - iO E - -TOE - -- O E - - --- -TOE TOE TOE T� ioe= - - - - - - 744- 12 _-= 2742 --TOO-_-_ °B - (MATCH EXIST.) - - - - = ---°e _=TOe-__ - 2744=--T°e - --TOE ---TOE - - --Toe --- - °B ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A -- - Toe ----Toe --- T� -- - Toe ----Toa-===To -- ----roe -----TOB 2744.41 EG 2743.20 LOB/NG 2745.11 EP/GB 2745.37 EP/GB 2745.67 EP/GB 2145.97 EP/GB 2746.09 EG/AP/GB 2746.57 EP/GB ----2745 -- INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 18+46.87,16.95'R 18+99.67, 26.52' R 19+56.68, 14.20' R 20106.60, 14.51' R 20+55.63, 14.42' R 21+0773, 1423' R MATCH EXISTING AT z ^ 21+57.64,21.50'R 22+09.03, 14.55' R 2747.02 EP/GB 13 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS w NORTH TOP OF BANK ❑ -4 274553 LOB NG 22+6759, 14.02' DECALS PER ACHD SUPPLEMENTAL SD-1132B. (BEGIN CONST.) z 2744.84 EP/GB 274377 TOB/NG 2744.17 TOB/NG 2744.27 TOB/NG w o / ti REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET \ � 2744.77 TOB/NG c/� (TYPICAL) a; (MATCH EXIST.) m 20+06.23, 2525' R 20+54.61, 2555' R � 22+08.51, 25.61' R 274569 TOB/N 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 0 19+09.23, 14.41' R 19+56.41, 25.82' R 2742.78 LOB/NG ~ N 211,07.58, 23.81' R ' w 2746./1 EP/GB SUPPLEMENTAL SD-303 AND SD-806. 0 274338 TOB/NG z o + 22+68.90, 25.,, MATCH EXISTING AT ^ 15 18+46.72, 26.96' R n h J J N 22+21.72, 14.22 R INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. <r � 19+10.41, 24.24' R NORTH TOP OF BANK w 2744.55 EP/GB 2 2743.67 TOB/NG (TYPICAL) ' m 2745.45 TOB/NG 18+5791, 1392' R 19+18.04, 26.39' R 22+23.28, 26.12' R 16 INSTALL 1 Y WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. ' 1] INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A (COLLECTOR ROADWAY-8"HIGH CURB). ONAL CXSTE�� l MATCH LINE - SEE I I I I ❑I I MATCH LINE - SEE J Il SHEET C.202 �� o 2750.88 VC/EVC/BVC 2,-sr ❑ 2750.57 VC/EVC/BVC SHEET C.202 I a0 0 FOR CONTINUATION - II 11+99.00,18.00,L 2 0% 12+00 2=2750.78 0% \ 1 11+99.23,32.81,R FOR CONTINUATION I I / OF� /EVC/BVC \ 1 \ I I �1 jN P- - L�1 .00,0.00' I � 275 ° I I 1 / °I \ g I 2749.42 VC/PT/GB \ _ W\ W 11+80.86,34.91'R - _ /\ \---------- o z I 2748.59 AC/GB p9 \ \ I 1 ------- z m 2748.61 AC/GB- 2� I I � z > 2748.52 VC/PC/GB \ \ W z z _ III II 2749.28 VC/PT/GB 2749.26 VC/PT/GB l� � O - 1 o W I 11+61.26,8.50'R 11+61.21,9.50,R 11+61.76,36.00,R w I 1 \ \ I ------� ------- L _ _ CC � > CD C-3 III w I 1 2748.47 AC/GB _ 2748.21 AC/GB I / l o 0 o z I SHED II j cn O III I 2749.14 VC/PC/GB 2�0.g 2748.88 VC/PC/GB ° N \ SHED o ,,, � 11+55.76,3.00,R 11+55.76,15.00'R ° \ j I i } LU o III w II \ \ I II zLU Qaz co ---- --- I o co z o \ ICi IIII w ------ ; z m \ ---------- ----- a CD z I I I I � 1 w M o \ o \ R1 Q� '` '--� I I GARAGE/SHOP W CO � \ III I b/I \ `LAN m11 A 1 , 1 - 2748.00 NC\ �� °° 1 2746.41 VC/LP/BVC \II w \ II °'1 23+87.64,79.12'L= \ r T \2746.77 VC/LP/BVC \ 17 I ° 10+79.00,36.00,R \ II \ ------------ w o 23+33.64,78.94'L= 2747.21 VC/PC/GB- - - 2747.19 VC/PC/GB 2746.66 VC/PT/GB \ \ w \\ J 10+79.00,18.00,L I \ I -------- O 10+84.50,8.50,R 10+84.50,9.50'R 1 23+87.69,65.90,L �� \ w Z 12746.50 LIP w i Q9 I v = w I III 11 0 2747.12 VC/PT/GB I I 2747.89 NG \ \ \ I \ w 11 23+35.69,65.73 L j 2747.38 VC/PT/GB' I 1 10+90.00,3.00,R 10+90.00,15.00'R 24+05.35, 7769' L IiI 2746.92 VC/GB ° 2748.12 NG 2746.71 AC/GB 2746.45 AC/GB 2747.91 NG i O z II 123+33.69,65.72'L 1 24149.J2, 76.94' L \ \ M 24117.69, 75.30' L \ I \ r �n r I \ 2750.92 NG J m I 2746.55 LIP w 2746.54 AC/GB 2746.52 AC/GB \ = Q I o o I I 27¢8\ 2748.01 FG/GB 2748.74 FG/GB � i I -� 26+30.22, 7790' L c) 23+35.70,60.73'L 2.0% 2.0%_ - II I 24+17.69,75.00,L 24+49.32,75.00,L _ 1 z m to I m 2746.55 FS SDMH 1 - - - - - - - - - - - - I_ _ _ - _ _ Q 2747.48 EG/NG 1 P 23+33.70,60.72'L ' - - - - - - - -- - -- -_ _ - -- 2749 99 FG/GB - -- 11 1 I 2747.09 NG 2746.67 AC/LP a� a 6.75 2748.24 FG/GB \ 23+16.57,47.84'L I a m o 2746.75 FG/GB �,, 2747.51 FG/GB 1 I ~ 2746.71 EP/PT/GB T �r 24+49.32,50.00'L (MATCH EXIST.) 23+51.64,79.00'L= T ° o\o c9 24+17.69,50.00'L 26+30.22,75.00'L w \ 2747.38 EG/NG I 1 23+35.75,46.60'L /� a o \ ACHD STORM DRAIN I a>? 2�Sp �/� O LU 10+79.00,0.00'R fD 2748.20 FS/GB \ C l W EASEMENT 27 2749.45 FS/GB N 2749.49 FIG= _ C) \ 2746.65 EG� $ I � 2747.47 FS/GB � 4g 2746.83 FL/GB o 23+15.59,28.74'L SG 1 , 24+49.32,48.00 L 26+30.22,48.00'L Q ' \ 23+32.75,46.59'L ` 24+17.69,48.00'L \ 26+15.03,31.50'L 26+30.22,50.00'L p MATCH EXIST. L I I y�� 2748.08 FS/GB 2749.31 FG/GB ( ) I � I \ 2749.33 FS/GB I - \ , 2746.35 FL 2747.44 FS/GB 2748.54 FG/GB 2746.83 FL/GB 24+49.32,41.00 L �� 2747.34 EG/NG 1 w I j ham' oo 26+30.22,40.00'L z ' ' 2746.04 EG/AP/GB I I �r o� �� 2746.41 FL - 24+17.69,41.00'L MW� 25+18.74,40.00,L 26+15.03,29.50,L 26+30.22,41.00'L y Q o 23+02.86,29.36'L I ° 2748.06 FG/GB Q 21+57.56,21.50'L MATCH EXISTING \ I \ 1❑ ° ° ° ° ° o (MATCH EXIST.) 5.1% I f �� 2.2� s 1 0.7% \ ° ° ° 0.7% ° ' 6 ° ° 24+49.32,40.00'L °\ ° BMW ° ° °° T 1 6 0.5%` LU ' 4:1 MAX.SLOPE , ae ° ae °° a S° 2746.10 MAP= 2746.16 NG 2747.04 EG/PC/GB, 2746.79 EG/GB N T 2746.85 AC/GB 2746.85 AC/GB o ° ° ° (TYPICAL) ac ae r�1 so\ ° c�l ° ° ° ° ° w ° ° ° w 21+57.59,18.50'L 22+2320, 22.78' L 23+07.73,21.50'L 23+30.10,35.34'L T II�r °ee°ee 1 ------------ -- ------ ------------------\--------- ----------------------------- - ------- ----- - --------------------� Cz Iv 4.5% 23+32.80,34.00,L 23+85.79,34.00'L 2746.71 FL 1 2749 2749 Q 2745.58 NG 2746.32 EP GB \ ( \ ae 1 2747.93 EG/FL \ 2746.94 FIL / 2745.98 NG 2746.22 NC 2746.54 NG 2747.10 EP/PC/GB I --- - I 2746.77 FL v� I` r 21+08.84, 2L25' L +------ -�--- --------------- EP EG 1 25+18.74,30.50'L __ __-------27 8 26+ -- L 211,55.68, 10.58' L 21+51..59, 21.74' L 22+10.09, 222O' L 22168.56, 22.46' L 23+07.73,18.50'L I CQ 0.0% 0.5° 1.1% EP -� EG -\ 1 1.1% 05.03,30.50' _ _ _ _ W 2748 "' TOO -- -- ° ----TOe -----rae o-: --T a - OEM 5.5% -- -------- 2747.71VC/GB - - - - - - - - 47- - - - - - - J-2745 -Toe-----Toe EP EP EG - OE -- --TOE -- - TOE --,E -TOE - TOE �2 -T a 1 \ "\ o 2747.42 VC/PC/GB -O-EP �- G _--_ 2747 - roE=--- -- - -746TOE -- --TOE -- \ IaQ ae I ,. 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EG EG �' pj_^ .-SI of N p� Ni- 2747.73 AC � n cM °V / �i ��TOE - EG 0,5 2746.09 EP� - 2746.45 EP 2746.54 EP - - 0.7/° 2746.84 EP 2747.03 EP ----I-t- N N --TOE -<r _ C� N N N 2747.35 FS/EP/AP _ 2�q9 TOE - - _M E --- -T°E -_ -_�- - °} T EG 2749- EG -TOE --- EP TOE -2745.85 EP O -_-Epl - _- eP_ TOE - EP -EP - EP - - EP _ EP FP ��" . l + / + --roE --2747.90 AC ---4-TOE 24+49.32,34.00'L--- - - - - cN.'I 2748.86 EPA _ EP EP -- - LLI n o -TOE - c�? _ _ _ 2748.48 EP EP _ EPTE - TOE -.<TOE ----T� '" P N h N ro 24+17.69,8.50'L- -EP- EP- -EP-----EP� 2746.38AC- - -2746.60EPGB2746.99EP/GB _- 2747.31AC - co EP -_- P-----`�---- 2�46 - � - - - / f a 2747.00 EG �� 24+49.32,8.50'L - -E-_ ---EP--- 2748.91 EP GB R9 2748.97 EG/AP - - - - - - - - IIN 21+57.59,8.50'L �CE N 22+68.56, 10.81' L N - - N NII 23+07.73,8.50'L `V 2747.56 AC _--Ep_-__ Ep ----EP / i 22+10.09, 10.56' L23+01.28,21.50'L - - - Ep-- / TI 26+30.22,20.04'L -EP J-14. =EP--- -EP rp --EP- --EP- EP-A -EP-- - Ep- ---EP 23+85.79,8.50'L - 2747.86 AC 2747.97 Al 26+11.54, 16.66' L �' E P E P SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT S CUT SAWCUT SAWCUT SAWCUT SAWCUT _� SAWCUT AWCUT SAWCUT SAWCUT SAWCUT 2749.03 EP/AP 1� P/GB 27g6 2746.08 AC 2746.03 EP/GB 2746.36 AC 2746.57 AC/GB 2746.65 AC 2746.75 AC 2746.70 EP/GB �2747.04 AC 2747.27 EP/GB 2747.30 AC 2747.47 AC _ o - 274782 EP/GB o 2748.45 AC 2748.27 EP/GB 2748.79 AC 2748.65 EP/GB 2749.08 ACI W } ° - �_ �_ 26+30.22,17.03'L 34' \ o ^} 21+54.99, 1.33' R o a "} 22+2320, J0.60' L ^} 22+97 J9, J0.5J' L ^ oo m o f f o o }� i ' n ^^ 24+62.33, 1390' L o aD }� 25+71.34, 15.68' L o o NI 21+08.93, 10.89' L NI N o NI NI N IN N� 23+51.88,8.50 L 1� 1� 7^ o �� IN �- y-- ty-- -- -- o -- IN 25+20.62, 15.11' L -- - ^ -- -- N + - - - - - - - 14 - - - _ _ _ _ --+�- _ s� - _ _ _ _ _ _-+� - _ _ _ _ _ -�f- -+}- � --- - - - - -r - - - - - _1O 00 - - - - - �- - - _ i_ _ _ _ _ u�- _ _ _ _ co 277628 AC/GB 2746.30 AC 2746.32 AC 2746.89 AC/GB 2746.98 AC/GB 274724 AC GB E. LAKE HAZEL RD. N 2748.27 AC/GB N o C/GB 2746.23 EP/GB 1�, / ��° 2747 68 AC/GB 2747.77 EP/GB 2748.16 AC/GB2748.72 AC/GB 2749.00 AC/GB °I �°� 2748.85 AC 2749.21 AC 21 N 211,08.79, 1.56' R N I°� � °J ¢6� 21+57.64,11.70'R 22+09.27, 1.75' R 1N N1�N 22+22.73, 1.68' R, IA 22+6749, 1.77' R ^� Z o �N Nl��\l N 24+62.25, 2.07' R 1N N 25+19.41, 1.91' R 25+7L44, 266' R ^j 25+73.22, 11.70'R �9 R 2746.03 AC 21+54.62, 14.21' R 2746.76 AC 2747.07 AC 2747.28 ACC N N 2747.55 AC 23+51.4q 2.29' R 2747.73 AC 23t9376, 1.59' R 24+41.34, 2.63' R 2748.05 AC N1 1 26+30.220 8.50'L --- SAWCUT --EP- SAWCUT - - SAWC 2746.15 EP/AP/GB a SAWCUT SAWCUT SAWCUT SAWMIT ^ SAWCUT SAWCUT SAWCUT SAWCUT �A NOT SAWCUT SAWCUT SAWCUT I 2749.33 AG/GB -EP- ----Ep a 2746.64AC o --EP- -EP---- EP--- -o -Ep-- ae -E - Ep---- EP-- --EPa ae 2747.97AC�a o 2748.50A 2748.83AC aeae l� 2748.69EP/AP/GB ' 21+57.64,18.50'R---- EP- -� -EP o - - P-� -� ^ oo M O,� o rrn 1 2745.88 EP - - - 2746.13 EP -I N M M EP--__-EP-----eu ----_Ep N -� Cl) �;+T 26+ 2.83 R EP EP EP - - - - 2747 - - - - - - N N N � -EP-----Ep- 25+73.22, 19.53'R PROJECT 0 LH1 EP EP EP---EP P EP EP EP EP EPP P EP EP EP EP EP EP EP EP EF---FP-E� G-iOO _EG E -- 0.5% --2�q6--TOo TOB --- e- =TOe_ _ 2746.47 EP_ _2746.55 EP TOe 0.6%- -TOB 2746.84 EP---Too --2747.10 EP. ° 2747.36 EP 2747.57 EP 0.5% 2747.81 EP 2747.91 EP 2748.28 EP -- -Er---°�-EP -0.7°� EP ---EP \2 jg9\ DWG FILEN 061C.200 -----2745-- ��_-�-- -EG-=- TOE -- EG -- o 2748.67 EP --- _TOE EG_ - r E EG roE - z& -emu EG -za u E Ee - ' TOE 2745 _---T°E - -- - - -- - -- = -- - E_ �_ - _ ;- �G to -EP-- �a -308 --- -EP- - - - - - - - 2744- - - - - - - - - - --2745-T°�-- -�° - _Ep-- DESIGNED BY BT E _TOE_- TOE--. TOE 2743 - _roE_- =_-_T°E\_ __ __ _ __ - - - - - 274751 EP/GB 274773 EP/GB 274793 EP/GB 2748.05 EP/AP/GB 2748.35 EP/GB 2748.69 EP/GB 2748.70 EP/GB w - DRAWN BY JTA - 2743- - - -TOE -TOE --.2744-TOE -- _ w 2744.=-- - - - - - - - - - - - - - - - - _ - - - - - - - - - 2744 - - m 24+60.88, 1736' R 24+87.11,18.50'R 25+1850, 18.47' R 25+70.37, 19.45' R 25+78.67, 19.69' R -EP-- _ -TOo -- -- TOB- -- TOO -- - _ _ 23+52.39, 14.27' R 23+93 35, 13 72' R cn T -2745----Toe -- CHECKED BY BT 2745.97 EP/GB 2746.09 EG/AP/GB 2746.57 EP/GB -SOB ❑ 2747.43 AC/AP 2748.26 AC 2747.99 EG/AP/GB � 2747.02 EP/GB m � 2748.63 EG w 21+0773, 1423' R MATCH EXISTING AT R 21+57.64,21.50,R 22+09.03, 14.55' R 2745.64 TOB NC o � v z / \ ^ 23+31.91,11.70 R 24+87.11,11.70'R 24+87.09,21.50'R 25+73.18,22.53,R z ISSUE DATE 08/04/20 NORTH TOP OF BANK ❑ 2745.53 TOB NG 22+6759, 14.02' R o Q J LU o / 22+91.11, 26.22' R � � 2747.25 EP/AP v w HORIZ.SCALE AS SHOWN 2744.77 TOB/NG (TYPICAL) 22+08.51, 25.61' R 21+07.58, 23.81' R ' 2745.69 TOB/NG 2746.22 LOB NG N � ~ a n 2746.71 EP/GB / 0 23+31.91,18.50 R � 22168.90, 2553' R N N 2747.19 EG/AP Q VERT.SCALE AS SHOWN N N 22121.72, 14.22' R 22+98.93, 2385' R 23+31.910 21.50'R ' 2745.45 TOB/NG 2745.71 TOB/NG Cm200 22+23.28, 26.12' R 23+04.81, 24.98' R SHEET 2 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.200(Street and Storm Drain Plan).dwg ' I \ OFFICE - � 'I I - � � - - w LU C/) W w C IMPROVEMENT PLAN w _ _ I \\ II O /� E. LAKE HAZEL RD. - ------------ I - m -- - --�I - - \ r--------- -- --------� �. - J u - i u CC oO / / - - \ \ L \- - ` -I \ I \ = w SCALE: 1 - 20'-0 HORIZONTAL uu N' -=J- - - - \ ---------- U m a 30 20 10 0 20 40 z U \ -IASlr€RS- ARmTTG- J \ I \ F- I- J '`'' \ �I�ILINNo INNOVATIONS HORIZONTAL SCALE IN FEET w / \ INSTALL BORROW DITCH I NORTH Cj c=i� >S WITH CONTINUOUS SAND TRENCH �s 1 2750.92 NG / , \ PER ACHD STORMWATER DESIGN II ' - 2750 \ GUIDELINES STD.DWG. DETAIL 05, 2751.17 NG 2751.30 NG I 2751..39 NG 2751.83 NG 26+30.22, 77.90' L - .60 NG SEE DETAIL ON DETAIL SHEET. 29t21.45, 76.12' L - - - - - - - - - - - - - 30+16.43, 77.22' L - - - 30+75.21, 77.18' L CONSTRUCTION KEY NOTES 27t 17.50, 75.43' L � \ \ 28t2393, 75.42' L I � - - - ❑ INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE n 2749.99 FG/GB 2750.46 FG/GB 2751.04 FG/GB 2751.66 FG/GB I 2752.10 FG/GB 2752.53 FG/GB WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. _275�- - INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, 26+30.22,75.00'L 27+17.50,75.00'L 28+23.93,75.00'L _ \ 29+21.45,75.00'L 30+16.43,75.00'L 30+75.26,75.00'L Z o 8_1I 275p I _ - oI 1 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. r r 2749.45 FS/GB Nii 2749.49 FG/GB 2749.92 FS/GB Nli 2750.50 FS/GB Nli �� - 2751.12 FS/GB Nli 1 I- - - 2751.56 FS/GB N?ft�II 2jS 2751.99 FS/GB INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL 00 E \ - - I 2751- - 2 1 SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. O U) CQ °O 26+30.22,48.00'L 26+30.22,50.00'L 27+17.50,48.00'L 28+23.93,48.00'L -r ?�5 -29+21.45,48.00 L- - m I 30+16.43,48.00'L \30+75.26,48.00 L r N 2749.96 FG/GB 2750.54 FG/GB \ 1 2751.16 FG/GB \ \ 2751.60 FG/GB 2752.03 FG/GB o 00 0 \ 2749.33 FS/GB 2749.31 FG/GB 2749.80 FS/GB I 2750.38 FS/GB I \ 2751.00 FS/GB I I 2751.44 FS/GB 2751.87 FS/GB ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD 708. 00 27+17.50,50.00'L 28+23.93,50.00'L \ 29+21.45,50.00'L 1 \ 30+16.43,50.00'L 30+75.26,50.00'L °O 26+30.22,41.00'L 26+30.22,40.00'L 27+17.50,41.00'L 28+23.93,41.00'L \ 29+21.45,41.00'L I 30+16.43,41.00'L 30+75.26,41.00'L m p Coo 0 I � INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. w oN - d -- ° ° ---T ° _Q C d ° ° O ° d ° d ° M d J ° ° .l d d ° ° - °--I b - ° -0.5%14 d °deb 1 ° 0.5% a d -- ,-1----1 °� --° -- --- - 0.6%d--- , ------- ° r ° \ 1 I �� ° 1° d ° T -- 5 ° INSTALL TWIDE SIDEWALK PER ACHD SUPPLEMENTAL SD709. U z __ ° ° ° d ° / ° ° 4 ° r J / ° d �d ° d ° d ° ° �D.7 d ° d d W m O J a ° \ S T 0 % - -----2749 - -------- -`------- -------- - --_---------------- ------ ------- - - - --- - - - - ---- ----------- - -------- - ---- ------------------------- -------- --------------------- ----- ------ O c� _ o o 2749 _2749.78 FG/GB- 2747.42 FL/GB- 2750.36 FG/GB 2747.94 FL/GB 2750 2750.98 FG/GB 2748.49 FUGB _ 2751.42 FG/GB o 2748.97 FL/GB 2751.85 FG/GB I 2749.52 FL/GB ]� INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. Z o 2748 27+17.50,40.00'L N 27+17.50,31.50'L 28+23.93,40.00'LI 28+23.93,31.50,L �„ 2749 29+21.45,40.00'L 29+21.45,31.50,L f° N�� 30+16.43,40.00,L .6 30+16.43,31.50'L- 30+75.26,40.00'L_ 30+75.26,31.50'L Z r 2747- - - - -0.6 - - - - - - - - - - - - - - -0�-5-- - - - - - `� - - - 0.6% - - - - - - - `� - - - - - - - %- - �- - - - `� - - -0,9%- - - - - 0.5% ® INSTALL CURB TERMINUS PER ISPWC SD-707. - _ MIJ - 2747 _ _EO____ 2747.42 FL/GB - - - - 2747.94 FL/GB -� 2748.49 FL/GB - - - - � E° - � � _- - - - - aq - - - - " 2748 \ _ ae 2749 aE a� o 2748.97 FL/GB2749.52 FUGB- INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC ' N - N - N 27+17.50,29.50,L N 28+23.93,29.50,L 275pM 29+21.45,29.50'L N E°- =-N -30+16.43,29.50'L roE _- - 30+75.26,29.50'L- SD 707,MODIFIED.SEE DETAIL ON DETAIL SHEET.�� EGE roE - 2749- EG EG - EG --EP-- EG --E EG EP-- EG EG Ep- EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG _ EG EGINSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD E�"�EPEP- - -- - -- -EP- --- ---EP-----EP- P- Ep---- EP ---- P---- - EP _ -- p---- _--_ 10P-_ FSUPPLEMENTAL SD-710B(6"THICK CONCRETE-SEE NOTEE). -EP EP -- EP EP EP- -- EP ----EP ---EP ---EP EP CEP _ -EP-----Ep- EP274_LO EP GB 2749.48 EP/GB . 2749.75 EP GB 2750.01 EP GB 2749.95 EG 2750.42 EP GB 2750.56 EP GB 2750.50 EG 2750.31 EP GB _ -2751.04 EP GB 2750.98 EG 2151.52 EP a,GBP 2'j R 0} 2748.97 EG/AP / / / / / / _ / / 2751.52 EG/GB INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 6.66' L/ NI 26+30.22,20.04'L 26+70.59, 1781' L 27t 17.50, 18.41' L 27+17.50,21.41,L 27168.85, 18.11' L 28+25..93, 18.11' L 28+23.93,21.11'L 28+7717, 18.00' L 2912l.45, 17.96' L 29+21.45,20.96'L 29169.07, 18.13' L 30t 16.43, 1796' L 30+16.43,20.96,L 30t65.47, 1T 30+75.26,20.00'L 11 SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). 2749.03 EP/AP ob`° 2751. 2751.75 EP/G INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2749.08 AC 2749.71 AC/GB , ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A , 26+30.22,17.03 L - - - - - - - 30+70 L �� 31+11.16,17. 26+71.53, 3.23' R o 0 0 0 0 o o _ - 0 2751. _ THE+�� - +�� R�--- +�-� - - +�-- - - �_ _'=+, 13 F STRIPED DECALS E. LAKE HAZELN _ _ _ _ _ _ _ _ � s,_ - M 30+710'L �, DECALS PER ACHD SUPPLEMENTAL SD-1132B. 2749.21 AC 2749.91 AC/GB \ \ 2750.20 AC/GB 2750.48 AC/GB 2750.92 AC/GB 2751.11 AC/GB 275Z30 AC/GB 275L55 AC/GB 2751.94 AC/GB 2751.87 EP REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET 26+30.22,8.50,L 27+16.57, 340' R 27+68.80, 363' R 28+22.37, 352' R 28+7728, 4.02' R 29t 19.36, 343' R - - _ 'c 31+11.16,12.11 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 2749.33 AC/GB 29168.41, 4.00' R 30t 15.12, J. R 30+64.87, 4.39' R SUPPLEMENTAL SD-303 AND SD-806. 8 26+10.97, 2.83' R \ - _ \ 2752.17 AC/ 31+11.16, 4. 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. \ V EP ----EP _ EP EP EP EP -EP-----EP-- ---EP- ■ 16 INSTALL 10'WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. -EP-----EP-- -EP - B ----EP-- --" INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A w EP EP- YSAL - - _ \ w EP -- R w ' --EP-__ 7 (COLLECTOR ROADWAY 8"HIGH CURB). �� 1) � o --EP ----EP---- EP ----EP E w � S T a ON RIGHT LA# w TURN w F-1 LU ��A(6 2 LU LU m v L �I*I N p o W ILL: J Q lRR \ \ _ u: O \ \ \ \ I I \ \ � O } \ E \\�Ec�\ \ � \ � -ro\ _ -_roE - /i/ \ r� � ea �� TOE - \ \\ \\� P/RR \ W I I \ 2-1 m / h W ¢ Z 2755.21 NG °-`�,°�_ �_ i l - - -T \ \ \� III Cn o z T\� 31+12.79, 165.96' L 2755\*oe \ \ ``T°E;\�l l -\ \ \ \ r° PIRR \ I I z \ \ � l / `TOE � \ � - �\\ � \_ \ \ III ^\ 71 _2cl 755.25 NG _ \ __ 2755.52 NG" � 31+30.51, 161,20' L - - - 3If 80.62, 150.18' L 2755.62 NG - _ 27-r - - - - _ _ 55 \ \ _ O f P - _?7�A� -C - - 31+92.48, 148.41' L 2755.76 NG T\` - = _ =-=To� P/\ / \ \ / - - I\ \ j o o _ 31 FG -r - - _- _ - _ o \ / I \ IZLUo o za M +pg 88 LU 1 /68= -`_ -`_ \� 31 t97.05=146.47' L 2752= - - = ��Toa \ ��- \ / I \ °� 'z cc E EP 275 5p>>' __ -r� - `-�- / _ _2755.89 NG -roc, l I \ ¢ O Z 4.68 _ -- -Toe _ / \� I o o w \31+p863 FD/68 °°=_ =°E_�� o__- �� 32+06.86, 14384' L -a \ \�� I/I % \I I \ I \ w " O 14g -,r- \ \ m I \I �\ I \ �= w EP o O P\ 1, TOE\ / '2755.42 NG \\ \ \ • qR I I \ z LL,m ' EP - \\ -- =� 32t 18.36, 140..36 L - \\r°E_ __ - - f -EG To°\2755.55 NG 2752 -TOE - �\ \ \ \ </\ \ \ \ I I I I \ \ \ \ ¢ z � EP J214J.14, 135.21' ' - _ =ToE_ �\ \� I I \ \ N - \ 5� - - - °P> \ �: roe \ �\ / I I I \ / cq 2 2 EP U. % - J soe -` ` ` T Ec \ T0� w \ \� \\ \ \ LU ~ O ' ? sift ,, \ -_ - -,, -T° ,,� - _;�_ �,_2755,40 NG \ w I 31+06 SQFCC` \Eat , =,\ �- 3286.58, 124.27' L w ' I ? 14, 1q y l = EP �- -_ -TOE '� - ,roB 2755.06 NG - LU 0•/�'` ` i- - - -TOE -___ - r \ °B Ec aB \ \\ \ I - I 5q.5 ;� \ fP ,, -TOES\\ �\ ° \\ �� 33+14.27, 116.54' L \ °<� �T \ 31 i 06 6 FCVI ``• O o - 2755 T I \ \ 14 13g.08 T -- EP �� \\\\ EP TOE,\\ Toe T \ ��° EO 2755,23 NG T- O �• -'- P �' \ T 33+24.69, 112.54' L = Q r0E�2�5q 7 V\�To / \ \ ,2755.46 NC_\ 2755.51 NG \\\\°°\ 2js5 \ • I I \ ■ U ' I \'' _ EP ' - -33 U F6'/6B �TOE \� 33+42.24, 105.52' L�� 33+ ,- ,I E +0g.7g 1 0 / b \\ \ 64 59 96 82' L \ I rnlll - fP [f"� �,,\g8.l y l ni� w \Ec °\ \\ 2754.93 FS/GB- \ I I N 2754 Q EPq C?754s8% f I \ \ _33+59.69,84.2T L ' I 33�Og F5/6B M \ Eo (BEGIN SIDEWALK)-.:,� 54 �\ INSTALL BORROW DITCH M11 _ g8.14'L \ - ` 1 I o w �`/r o % \ 2155.56 NG \ WITH CONTINUOUS SAND TRENCH ?7 EP o 2� pr I I 54 58 p I � �I I '�P S6 �s PER ACHD STORMWATER DESIGN BLOCK 2 III 33 C/�+8 % 33t84.48, 89.07' L \� ' +0� EP -\-\ ?75q. 2755.44 FG/GB GUIDELINES STD. DWG.DETAIL 05, 275g56F O5,8g45 t O 3 79FDj5B o \ Tp\ �\ - \ \ z 4g• aQ// 12 \ -34+10.27,64.88 L \� °o \ h 275L83 NG SEE DETAIL ON DETAIL SHEET. 33 5/DB ,fP I 3+ 9r, \�\ \\\ ��\ 2752.72 FG/GB I I 2752.97 FG/GB +p I I �� roa � � � w 30+75.26, 7718' L I 31+11.16,75.00 L -- 1 32+25.36,75.00'L 68p 8j48'� I o, �742 _ o/ M ` \ \ \\ \ w --------------- m -- '2il/ o �� \\ 2756.05 NG \ 2756.14 NG 2753-------- -- J 27 16 ? _\ __ ----------------- ------- --- --------------------- ------------ ------ -------- - -- 54.77 FG/GB~ - \. E - \_ \�� \� PIRR - PIRR\ - PIR-- z ASS q 6 Eo 34+31 74, 70 12' L- 34+79 22, 52 19 L _ 2752.53 FG/GB \ \ 2752.22 FG/GB 2752.82 FG/GB 2753.72 FG/GB I I j 33+49.72,76.45'L \9 �e E\\ \\\�� 2756.13 NG�\ �; \ T� - /�/� 2752.47 FG/GB fP % 6. C \ r W c) LU I I 2754.83 FS/GB ?2 EP 8S �'' \ \2755.66 FS/GB 34+84.92, 50.00' L \\� ' �\� 30+75.26,75.00,L 31+11.16,50.00,L 31+82.62,75.00'L 32+94.04,75.00'L \ O 5S, ,� \� r 32+25.36,50.00'L 3 / / Q o o o \ o m I I 33+55.94,75.00'L 2753 -I - 34,c ?FSj �, �� 34+49.31,48.00'L 2756.11 FS/GB �� y o 2751.99 FS/GB \ - - -2752.28 FS/GB _ a� 2753.18 FS/GB fi FP 06 �e \ \ \\ °` w N 2752.18 FS/GB" - - N 2752.43 FS/GB N I BEGIN SIDEWALK aE r4 EP o' \ �\ 34+90.13,48.00'L �\ �/� ( ) I I oIII 2755.30 FG/GB Sq ` \ �\ \\ �\ \ \\\� ®2755.84 NG -- Ca - 30+75.26,48.00,L 31+82.62,48.00'L -- - - -- \ 32+94.04,48.00'L I r N+I � 68T o/ r Eo\ \ �9E, 31+11.16,48.00'L \ 32+25.36,48.00'L I 2754.81 FG/GB I 34+05.77,53.75'L FP ;� \ r \ \�2755.99 FS/GB o 35+30.01, 31.23' L \ �- z 2752.03 FG/GB I 2752.32 FG/GB \ 2753.22 FG/GB /O 16 EP \ \ _\ of 2751.87 FS/GB 2752.16 FS/GB \ 2752.31 FS/GB 2753.06 FS/GB 33+55.56,74.07'L y Q o 2752.06 FS/GB 2755.22 FG/GB o� M' \ 34+90.13,41.00 L 2756.07 NG ,2755.72 NG 1 I o 0 30+75.26,50.00'LCD 31+82.62,50.00'L \ / 32+94.04,50.00'L I h M' 2�S \ ° 30+75.26,41.00 L 31+11.16,41.00'L 31+82.62,41.00'L \ 32+25.36,41.00'L 32+94.04,41.00'L I I I I 34+05.77,50.00'L ��'�% �' os%- P l \6 \ E �\ 35+05.74, 42.01' L 35+37.51, 26.46' L III ° Cz ° ° d ° ° ° d ° ° ° ° d ° d ° ° d ° �\ 1 2 �\'� r \ - W 2752.04 FG/GB d \ 2752.29 FG/GB ° \ \2754.03 FL/GB 2756.00 NG 2752.14 FG/GB a d ° 2753.04 FG/I � 1 I° 1 I ° 2755.04 FG/GB ° aE ° a d ° \ N 0.7% 0 5% ° S 0.1% s y r` 0.4% d ° 1.1% I d ° 1.8% a 1.1�� s 34+99.13,30.50'L�\ 35+38.87, 23.45' L -- Q d ° ° 31+11.16,40.00'L ° ° 32+25.36,40.00'L �- d d 1.0% \\\ - \\ I = d ° 31+82.62,40.00'L T s ° ° - 32+94.04,40.00'L I ° ' 34+05.77,40.00'L s �� ------------- -------------- --------------- ------------- ---------------------- ------------- -------------------- ------------ - ---------------------- T ------------------- INSTA ------- - - Eo 2 \ INSTALL @ \ 756 29 EP EG GB --2752-- \ -ICI- �--- �I � o I �\� \ � \ � �,°B � w -2751.85 FG/GB 2749.52 FL/GB 2749.69 FL/GB 2749.79 FUGB o 2751.79 EG o 2749.94 FL/GB 2750.69 FUGB el 2754-2752.69 FL/GB 2755.18 FS/GB 2755 �� - -2756- - \\ / \ a W Y \ 2753.80 FUGB- of 35+46.59, 24.20' L-- - _ - \ w Q -30+75.26,40.00'L 30+75.26,31.50'L 31+11.16,31.50'L 2751 31+82.62,31.50'L `� 31+82.62,20.00'L ,, 32+25.36,31.50'L \ 32+94.04,31.50'L ^' I I I 2752 0\ 2753 34+05.77,31.50'L N 34+05.77,48.00'L�2754-34+76.13,31.50'L N a �� \` \ \\ \ \ I J _0.9%- - - - - 0.5% `� - - - - -0.1% 2750= - - _ - - .4%- - `� - - - -1.1 - - - - - I -I 1.8%- - - - - - - \ - - - -1.6� - - - - 23 6% o 24. % '-\Zjs \ �\ -2756.29 EP/EG - ✓ - - - - - - - - - - - - - - - _ Ste. %� 2749.52 FL/GB - - - - - - - - 2750- - - - - - - - - - - - - - - - - - - - °e f 35+46.35,23.95 _ 2749.69 FUGB 2749.79 FUGB a 2752.00 EP/GB 2749.94 FL/GB 2750.69 FL/GB 2752.69 EG 2752 \ 2752.69 FL/GB 2754-2753.80 FUGB 15 M ,2756.52 EP -- (END CONST.)= r 2754.69 EG - TOE _- -30+75.26,29.50'L 31+11.16,29.50'L 2751 31+82.62,29.50,L-T __ r 32+25.36,29.50'L r 32+94.04,29.50'L-r 34+05.77,29.50,L-r 34+76.13,29.50'L -_-T - o = - W T - 32+25.36,17.00,L., -N I- r°t --- "' °E _----r __�_�' 32+94.04,20.00'L --T -rOE ---- - _ �N -34+05.77,20.00'L- T°E - _ - � 35+39.71,17.00'L- • (MATCH EXIST.)�� EG EG EG EG EG EG EG EG EG EG EG -EG - - -EGA` EG TOL EG cr. EG - -EG - - EG EG E cr. 2755 EG EG`� 2756 -EG- "G ` -----EP 7 - EP---.r--EPa---a--EP,-----EP- -EP 1 1.0% 0.5% 0.1% 2751.82 EP 0.4% - - - -1.1% 2752.42 EP 2753.04 EP 2753.18 EP 1.8% \2753.84 EP - - -2754.01 EP. - - - - 1.6% ° - o /cnuTloN SIGN - - EP---- EP-- €PP-Fe o P- EP EP P_ EP-_ .� tr --- - Ev Toe 'EP O�_ ��roe - ._ - e� - - - 2755.52 EP- 1.6r� 0.6% 2756.47 EP -D 2756.57 AC _ tP ' „EP �� EP tP_ €I- EP EP �-€P�� EP E .P - �J P 2�57 DELINEATORS ---EP----- ---EPA ---eP-T- 3�� i � 4 os 2756.01EP roe _ -roe 32 v 52 EP/GB m 2751.52 EG/GB n -- - - -EP-- �o _E ___2751.94 EG_ ��-2_7152.62 g 275329 EP GB 2754.10 EP GB-- -- -----'°" ao e 35+46.35,17.00 L / p T snwcuT 2751.69 EG/GB N SAWCUT T UT "' --- ----EP____ cv 1� 2754.75 EP/GB 2756.08 EP cl; 2756.46 EP GB °; M 5.47, 17 14' L 30+75.26,20.00'L / 32+25.36,20.00'L - `" �� 7 / N� / N ---EP-- EP / EP- �M o (END CONST.)" I -EP 33+17.99, 10.16' L -33+64.16, 10.28' L EP EP W 2751.58 EP 2751.75 EP/GB 31+11.16,20.00'L 275L91 EP/GB_ -2751.95 AC 2752.14 AC AC 34+05.77,17.00'L- EP --- 2755.76 AC 35+05.56, 11.22' L N (MATCH EXIST.) 275706 AC/GB p SAWCUT SAWCUT SAWCU SAWCUT SAWCUT CUT SAWCUT CUT SAW T SAW U - -2751.80 EP/GB- 31+62 43, 15.15' L N 32+25.36,12.10'L 275210 EP GB 2752,89 EP GB 2753.28 AC �2753.35 AC o 2754.02 AC 2754.16 AC 2754.97 AC 2754.92 EP GB 2755.68 EP GB o / 2756.72 AC/GB 30+75.26,17.00'L f�-. T a 2756.24 EG/GB o 2756.74 EP GB / 31+11.16,17.00'L �� } / / / } / / � o 35t76.15, 12.54' L °� �} 14 r 2752.22 AC �� } �r - �f �f �f1 M a 2751.68 AC o� 31+11.73, 16.48' L 2752.18 AC/GB tl g 3226.31, 14.15' L 32+94.04, 11.34' L o °' / Ni L g/ N 34+06.09, 10.40' L 34+54.74, 11.13' L �aO 35+ )4.44,20.00'L o N 35t31.14, 11.90' L 35+46.35,13.16'L o +}-- -- -- -- - - -+�32+25.36,8.10'L - --�-- -- - =-+�-- -- -�- -- -- ---+}-- -- -- -- - - -- - - - -- -- 30+75.26,12.10'L r _ co _ _ _2752.22 AC _ _ _ _ _ _ - - - - - - - - - - - - - - - - \ M - �, 31 t61.89, J. R _ _ -;- - - 14 ` - - - - - -�M- \14 - - - 2756.81 AC (END NST.) + - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - 2756.30 EP GB \ CO o 275L90 EP/GB 2752.53 EP/GB \ E.LAKE HAZEL RD.. 2754.45 AC/GB 275519 AC/GB 2756.00 AC/GB \ 2756.73 EP/GB \ (MATCH EXIST.) 4 AC/GB 2751.87 EP 2751.85 AC 2752.98 AC \ 2753.64 AC/GB 35+04.44,17.00 L 2757 J8 AC/GB 31+11.16,12.10'L' - - - 31+82.62,17.00,L 31t82.62, 15.13' L 32t64.03, 12.88' L \ s� 33+63.68, 1.78' R �� 34+05.77, L46' R 34+53.80, 0.94' R 6\ 2756.51 AC 35+36.84, 1268' L \ 2756.86 AC PROJECT NO. 20-0610-LH1 87, 4.39' R ' - 2752- - - - - - - - - - 2752.31 AC/GB 32+94.04,8.10'L \ \33+1789, 2.11' R \ 275396 EP/GB -_-Ep---=SS EP- -- EP-- --EP -- EP _ 2756.83 AC 35+46.35,8.10'L 35+76.23, 0.22' R 2752.17AC/GB - -2751.94AC 2752,17AC/GB- \ 35+04.44,8.10'L - --EP ---EP- -EP- --EP-----EP_-- ' 2752- - 275 2756.84 AC � (END CONST.)- - -2757- DWG FILE C.201 31 t 11.16, 4.03' R 31+82.62, 12.10'L 31 t8J..26, 3.64' R - \ 32t65,95, 2.36' R 33t5508, 10.32' L -/ EP-----EP-----Ep-----EP-- - � -- E �_ 2756.72AC/GB (MATCH EXIST.) P \ - - - EP EP El EP - ----EP ----EP- _____E _ -E` 2757.09ACGB � � � DESIGNED BY BT EP - --- EP- 2752.44 AC/GB p-- 35+04.44, 0.62' R � 7 F - EP - 3225.36, 2.94' R 35t45.85, 0.42' R DRAWN BY JTA w _ - - - CHECKED BY BT EP LU CC/D ' ISSUE DATE 08/04/20 w > HORIZ.SCALE AS SHOWN z QVERT.SCALE AS SHOWN U ' .201 SHEET 3 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.200(Street and Storm Drain Plan).dwg \ \ \ \ 32+23.90 \ \ 63.00' 63.00' 63.00' II I 12+49.65 12+49.65 \ \ \ 2755.0E RC\ 33.00' �z> s \ \ /\ STREET AND STORM DRAIN PLAN \ \ I \ 32+05.90 \ ss 33.00, \ \ FUTURE LAVENDER 33.00' - - - - - \ \ \ \ HEIGHTS SUBDIVISION SCALE: 1 - 50 0 HORIZONTAL \ 5 32 00 rj \ 5 5 \ \ 13 00 75 50 25 0 50 100 W 13+00 MATCHLINE - SEE SHEET C.203 \ \ 10 5 \ 5 MATCHLINE - SEE SHEET C.203 _a • CIVIL INNGVATIGNS \ \ -'o N > I 18 \ \ Lj r 2756.07 RC \ \ 2754.35 RC 2754.35 RC \ 2750 NORTH HORIZONTAL SCALE IN FEET f g FUTURE E.MAINACHT ST. o f \ o a a \ \ LU - - - +1 - - - o - \ +\ - T+� - - �-\ N + W 2756.26 RC 11+89.65 11+89.65 \ �_ a f �N M I I ) "' \ "' cov \ _ - - 31+55.90 \ \ a \ z \ \ `\ cc N - 1 - \ H \ 2756.64 RC/EVC a \\ _ _ w I \ Ld \ c - - - BLOCK 7 -- -- z \ \ � - - - CONSTRUCTION KEY NOTES 1 \ H 9 11+04.50 r -= - - I 2757.13 RC/EVC \ \ 1i 2755.9E RC \ \ m 19 \ 6 \ r 0° 4 \ vi \ 1 INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,AND TACTILE 11 I 31+19.40 2757.26 RC \ \ 2 11+29.65 \ \ Cr \ WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. n 2757.41 RC s _Z_- 31+13.90 2757.04 RC/PT/GB\ _ , R \ \ - _ w 1 2756.64 RC/EVC \ I - \ INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, - - - W --rt-- I 31+05.90 m o m o-m r� 10+87.73 2 \ \ d J to LO 67 LO Co r m oo v Lo 'y \ 11+04.50\ \ \ AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. r } } x _ Co 0 - _2757.47 RC/PC/GB o _ C3 M d cq e� e� r m \ INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL Z r r \ FUTURE LAVENDER m + 00 + d + d °°W N a s I- ca Ln _ - ' - - 2757.73 RC/HP v 31+00 oe N c� + ea x co 0 10+62.81 2757.04 RC/PT/GB 12+0 � SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. w °O 12+00 CIO = o n CD o C� + m + � m W Lo \ - - \ HEIGHTS SUBDIVISION \ - ^ m r x r ca - _ } } I/. O o i_- ' I 30+69.78 r. �, u, r m o c� °O 10+87.73 \ c� c� , \ FUTURE LAVENDER 1� �"? L` ea In t1 + C + 7 2757.64 RC 2757.16 RC BLOCK 8 \ \ / ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. T N 00 1 2 57.70 RC/BVC N N ^ LO r. � N ua T oo \ \ - _ 6 1 1 HEIGHTS SUBDIVISION N Li N ^ 8 L�+ " T `lea, T- 10+46.50 10+81.58 �3� FUTURE LAVENDER / > C'", ao \ \ \ 12 13 12 ( 30+59.40 - N N\ N N N L 2757.65 RC/BVC 11+00 2757.47 RC/PC/GB HEIGHTS SUBDIVISION \ i / INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. op p o N 10+44.50' \ 10+62.81 \ \ Y \ 11+38.5 RC 2760.05 RC 2757.68 RC --+-- BCR=20' Jr \ ) �� 6 INSTALL 7'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. EE Q cwi) _ _ 2757.81 RC/PT/GB- 2757.64 RC \ 1 / \ \\\ END CONST. END L - ---__� _ + + 0 2 10+36.50 10+46.50 \ - - ) o ''' �I 11+38.00,16.50'R I 30+55.90 END CONST. BLOCK 9 _ f \ 275�67F 2757.65 RC/BVC \ °° _II 2757.43 RC O z \ PIRR PIRR PIRR PIRR 63.00' 21 30+05.90 s 27577..25 FL o 'S"- 0.6% \ 5$34 2p�7 C o v 2 \ \ - m 2759.50 RC I ?� BCR, 4 F( 10+44.50 m \ � I / \] INSTALL 10 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. w O � 7 11+08.00 o 1.8�0 1 R�/P 2757.77 RC/PT/GB \ \ o \ \ s 5FUI . 33.00' 2757.33 RC/PC/GB + /0 2+3 . p \ _ IINSTALL CURB TERMINUS PER ISPWC SD-707.\ FUTURE LAVENDER I \ P I° . ° 2759.15 FL 2758.41 RC/GB I 29+86.40 � �0+36.50 4 - -11+03.59 5 10+48.50 1.1% / M o i 275?55 � cico / INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC HEIGHTS SUBDIVISION r 2757.07 RC/PT/GB 4 c y o, ti / 1 7575g \ o co \ M `� z V SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. � 29+34.40 / / � �ti / rn i FL �/: cnM a; � � _ � r BCR=20' o d ; ae y \ c� o o / o2758.69 FL r 11+00 2758.40 RC 2756.84 FL 0+00 � 758 o ' 2 0 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD 2756.44 RC \ BUCK `1 URE \ 11 1,; 24 2756.8E FL\\P \ N o m ap- -l-~ l l 2AC/Sg ^p `20 1 /� \ N o z ao \ 1 SUPPLEMENTAL SD 710B 6 THICK CONCRETE SEE NOTE E- +�IPOOL 'S 10+78.59 10+46.50 / ^ ri, � v 275� �\ / $ \ S N N a= INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD 14+72.57,16.50 L \ 1 �I 2758.41 RC/GB a 2758.35 RC/PT/GB 22 �+ N L"- d �' \ 95 \ + 4, \ o`_ SITE � + Lnrn,a0 4 ^^ /� v AC/GB 11SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). BEGIN CONST. 10+48.50 W N o,\ N N c� co o c� 0a87 ro+00 O10+36.50 2756.94 LIP/ o ^ ct� et m AC/ / Dl4 T. \ 2758.27 RC/PT/GB\ v 2758.14 FL v 'n ti eh Ln 06 e n y CO \ 4 GB ��l� \ A e INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2756.44 RC w I Q oe N 29+18.84,20.94'L L.I N 'R o y + O ^^ + !t Z �+ y �_ MW 12 \ 2757.18 FL S 10+36.50 rA 2758.17 FL C'J r cq ^ c0 N o , o Cs E 1 ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A \ 1 \ �+ cD 2756.8E FL ,n +N o �o '� ,� y o dC ��, �t .. s . �C 2 \ // 14+72.57,16.50'R C, y o0 0, a , o a �T _ \ j 16+24.80,. , ° \ vs 2758.47 RC/HP 1� + 2756.83 FL -� co Ca ~\ _ E sr o _ --- \ INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 2 7 ° 2757.92 FL �- ao N r o /� o BEGIN CONST. m li v LL 1 N„ N o y a ao o v u, v S 48 \ \ 13 2756.69 RC 5 \ 2757.11 FL• \ 2757.87 FL r n T 5 2757.0E RC/PC/GB oo rn p ^ + °°o y �D o G 4 + \ FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS N / 17+53.11,22.36'L �, �, ao 0 2756.77 FL a N ^ + ^ ,i �, �► co u� S \ - - - - 15+10.25 \ 16+14.80 BCR=20 2 r/ o BCR=20' 23 19+57.25 + „ m o 2 N T N y o ti o N o B 4 ® / DECALS PER ACHD SUPPLEMENTAL SD-1132B. BCR=20' N 26.90 �e v c0 y + $ v 12 J °. 2758.40 RC/PC/BVC 1. 2 1- N r- N REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET i , 2757.91 RC/PC/GB / ao� l 2757.12 RC/GB ^ N1521 / 3 y N y to ' 14 w °I/ T �° 2 0 N z r� + 275j59 ^ ++ N o o GC \o j MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 16+94.25 \ �o\d 17+67.25 19+45.25 ° o• ^ o BB/pC/GB 4 N " b- 4j' 3 v FUTURE 'L b SUPPLEMENTAL SD-303 AND SD-806. \ I 2757.72 FL A� 0.5% oil 4 2756.75 FL N ?75 r6+63.9 m o / / ^ + ao o h \ �-HIDCOT d1 f o f\ 4 O O \ l:sy 3 � M 5� N N �► o c� EST FUTURE o1 c c o 0 0 2757.91 FLU i E. PHENOMENAL ST. o -- '1.7% -J29+00 29+22.90 RB/p n, +' BLOCK 6 v^, N z o�o ww �0 / 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. -+I - -+ -- - - 4 T/GB o� m v o 0 0 16+43.45 Z +0 E.PHENOMENAL ST. 13 M M 9 - + -' - + - -+ - k - N I _ o \+00 f °r° \ \ 1.4% ?7S7.- IJ.40 ^ a /o To m v 6 N " o �^, o / / I �I CO "' ��27�6.76 FL _ 2756.98 FL LO \ INSTALL 1 G WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. T o T O Re O 7 y 16 1'DEEP SWALE(MIN.) 06, o \ \ + - o +90.44 , a m h m o,_ �I 1 / °\° Y757.1Y RC/GB I r o 11 0. °� _ o � e d ti z 8 0 I � \ INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A TO TEMPORARY V ,+� PIRR N + o o dC a � W v o 17 12 r T _\ y N 9 4 z COLLECTOR ROADWAY 8"HIGH CURB. A 19+45.25 aQ/ ^ „ ,• v, DRAINAGE POND rc 2 ' _ �___ o N n + = W m 4 \ o o a QN L 2756.87 RC/GB 1 I 2757.55 RC/GB ca m m _ - m y c�, WQ i m o oe \ \ e� x 2757.10 RC en 00 N/' y /. „ u`�N Q Q " a c� wW 15+38.15 1 ae 1 16+40.15 a M o 00 �� 5 - o ---19+47.25 ti IL U. pIRR N Lc) _ ^ TEMPORARY DRAINAGE I co Mao �y - r• ao_=2757.00 RC PC GB esD o "' o v m R \o �d + �o + o '�+ I �6+00 a ch \ m �,, a Vh N M o m \ o 0o POND.SEE DETAILS ON 2757.12 VC/PT/GB -- -- BCR=28 2757.73 VC/PT/GB 1. co m Ln c� - ao ,A ,� / / a a, o Q,o Ln 4 ri N y +, ar �e rn / \ I 4 15+43.15 us + + /d Ln ea us + � m cD r. N ea v ea ^ A�( P FUTURE LAVENDER DETAIL SHEET. \ 2757.14 FL 2757.30 FL 0° �� _ r- coo:W 919+57.25 ch \ - o° \ EY�� \N ^ 3 T •, � 16+35.15 � ce 1� ,� _ /� 'x � /%1. CO ID + le+ +1: � 4 ,� , N I BCR=28' 2757.14 FL \N T N r m ii�m N r.� N r / BCR=20' ao ^ o'n + a "o v /o co \ _p,RR y N / HEIGHTS SUBDIVISION I STREET AND STORM DRAIN DATA BTTM=2751.50 I 2757.19 LIP/PC/GB - 2757.35 FUHP \ i00 "'ji°° Lam ' v `� `� N T N d �' /` �' - \ ae \ roE \N N o N /9 y ^p� ^ H O \N PIRR `'�0g' 'mow I /o N i OC Ln 2756.66 FL n "' a o y o r1' y o w� TOB=2754.50 15+99.22 16+15.03,23.91'R I -2758 / 2 \omo +- T" C I� 2756.62 FL 1 ,� + �; N„ ^ SEEPAGE BED NO. 1 s / + o o ao PIRR SB 3 / \ 2757.21 FL / r ~bo r. ti�' ii + N ^ /� + H "' ,� + C, \ �° 2756.71 RC/PT/GB =- _2757.71 VC/GB I / 2 N r s Not ^ + o ca SG '" � O F � 2757.18 FL (� �, N r N ao - c-�- _ o N T N 3\ f O ss� 15+11,95 - \\ �� 28+61.40 _ 3 p \/,o DI 1A DI 1B MIN P• �� 2757.24 LIP/PC/GB _ _ r 00 -- c� N o R D PIRR gLO1 40.00' 15+98.68 / 2756.54 RC/PT/GB 2a "- G� + N ao v /3 / CLSTA.10+79.00,18.00'LT,S.BLOOMERANG AVE. CLSTA.10+79.00,36.00'RT,S.BLOOMERANG AVE. FUTURE LAVENDER \ l \ - \_ d o o' 4 y + DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental I\ o N �, ca __E° BLOCK 5 ^ rn v 4 w FP^ \ HEIGHTS SUBDIVISION I 3 5 36.00' 2757.71 VC/GB\ \- \ - -, - - - I 28+28.64 _ - - y ^ o ^ --- 5 N y '�o W o E° -E �e + -E° ^ + y \ � P,RR Drawing SD-601,TYPE I DrawingSD-601,TYPE I o I 15+89.95 \ BLOCK 4 2> ,� �, /,; ,�, ,� c, �„ N /d<, o\ \ s8 N y _ + Lq y + 8 P _ \ +/ TOP OF CURB=2746.77 TOP OF CURB=2746.41 LL LU 16 EP 2 2 3 \ 4 5 6 W 2756.2E RC N y d ^ V f 6 N M a m NFU 12"INV OUT(E)=2743.27 12"INV OUT(W)=2742.91 o J _ 27+72.91 Y ° N `�' /ei +. 10 7 H '� ei w�' TUREAICEy ° PAR \ J a o r\ �� INSTALL 19.1E LF 12"PVC(SDR-35)@ 2.61%TO SDMH 1 INSTALL 27.1E LF 12"PVC(SDR-35)@ 0.52%TO SDMH 1 w w 2758.22 LIP/EVC w � l � "' `D � _^ + � PIRR = � , O \ Mw /. N s am �� N� a �r \ i oz 15+00 c / 7 N H N �' \ M b m _\ O PIRR Q(25)=0.42 cfs Q(25)=1.16 cfs ~ cc o } aw, o 14+44.00 °"°Rf � \ \ 7 \ y o Q Ww z a m E0. O ° / \ EMA�"S 1 •r ^ `� � � �Ln / o \ I � - Q(ioal=0.59 cfs Q(ioal=1.62 cfs o \o o t 2758.22 LIP/EVC \ \ o / N y so r� �n �+ ca /� + 4 o INSTALL TEMPORARY PIRR - � z > o, \ p,RR 1 \ I \ I V \O / �_ ^ N \ � / �' � � � zQ0 EP o �14+44.00 \ o N teq + c,�' C.M "N PAVED TURN-AROUND, w z z ` 1 \ o�,v c� SEE SHEET C.303 RR z '-2 754 J \ \ I /d in `� �' \ / /�w SOMH 1 SG 1 LU P�� _ I se o FOR DETAILS e°. / O o EP w RR \ PIRR PIRR y + N^ O N N N y rn c�_ / I CLSTA.10+79.00,5.00,RT,S.BLOOMERANG AVE. 1000 GALLON SAND AND GREASE TRAP o = c� INSTALL 10'WIDE _ --- -- - \ .^,� \ o /� + o I z U) ASPHALT PATH O o I I \ \ \ i \ 1 // N`�' ,� m \ �� F dA�E�y x N W� - \ / / \ MANHOLE,ACHD SUPPLEMENTAL DWG.SD-611 (TRAFFIC RATED)WITH 20"BAFFLE SPACING. 0 0 0 o z \ -- o 3 + \ / ^ + o \ o \SD�E 1 - - - / RIM=2746.57 (SEE DETAIL ON DETAIL SHEET) 6 o- U- �„ o (SEE SHEET C.303 - -2757 \ \ I N�^, o •^, sT, / 1 - 2758.25 LIP/HP o - M I / / \ J/ / (MATCH FINISHED GRADE) RIM=2746.64(N),2746.6E(S) w CL / \ 4/ W ~�F _ // FUTURE LAVENDER V z FOR DETAILS) \ - -� \ \ \ �cRerE R / w M \ �o o L- - m 12"INV IN W/E =2742.77 MATCH FINISHED GRADE } o� Lu °C °D �14+34.40, I \ EMaiA� l r ^ + v o o \ca \ o I ( )- ( ) z c� \ 2758.25 LIP/HP r, o Lv c� 1 �+ / �� HEIGHTS SUBDIVISION \ _ _ a 2f co 54 \ N H rn I _ 12"INV OUT S -2742.77 12"INV IN N -2742.70 ¢ z PROPOSED BRIDGE, \ \ I BLOCK I I N e y Ln_ N ~ DI2 -2758 ( ) ( ) ,� o 0 \ \\ 6 \ 14+34.40 1 7 ^o o v S A Q ° INLET BAFFLE=2742.10 O co c� \ \\ / I '� + N`� y "� /o a: B2 "`� INSTALL 13.02 LF 12"PVC @ 0.54/°TO SG 1 = z SEE SHEET C.206 FOR 2 \ = \ � \� I OUTLET BAFFLE=2742.60 vS w S.BLOOMERANG AVE. \ • L I / \ N N - - N N ^cow y^'- Jr \ o I� 18"INV OUT(E)=2741.75 z °O � cc BRIDGE CROSSING \\\ 14+00 1 \� 2756.10 LIP/EVC/BVC �55 I - / \ - - -10 \ \N N ^ + �",�'�, \ D126 / G X\ m i I INSTALL 56.1 LF 18"ADS N-12 HP @ 0.00%TO SB 1 ¢ z DETAIL PLAN 2756.10 LIP/EVC/BVC - \ 13+54.00 2 a / \ \ 13+54.00 \ `16 E° T\ a / Il 11 N i z o 2 �� \ O - � J � N Q y �'/ QC �� 0 1 W ? S ° 2755.73 VC/PT/GB �SO 6 0SB 1 x 15.0'W x 6.0'D SEEPAGE BED ~ z 2 � Y' I •�� \ I \'�I r - - - �\ 14 � N`� �N/ o �� \\N�, � r2 �,\ TUREE 2754.60 VC/PC/GB ,Z13+38.11,18.00'R- \ y \�\ LE g ''>-� ST 13+09.05 1 -°3-/ + \�\ ooN N o FUT \ 0 1 \ 2754.91 VC/PC/GB \ ✓ / I 15 / \ SEE DETAIL ON DETAIL SHEET 2754.09 VC I I �_- �� \ \ / / N /.• co o AGE N / 12 \ \� 13+19.23,19.08'R �� __ `� /� 9 \ /z ��276\ w v c� „ RE SEEP BED N 12+89.05,38.00'L III I \� °�� a I (- - N \ III w -1 \ 2754.4E VC/PC/GB \� 2752\\2\ _\_ \ �` l I - _= / \\ \\\ ^. Co �; _ ° / \ STREET AND STORM DRAIN DATATIME (END CONST.) �2�5 w _ �\ _ �' pf I ii 1 \_ _ 1\\ / / \\\\ \ ^ co, z O 2753.80 AC/GB / I I 5 �13+06.78,20.50'R s�\\\\ 22 - _ - s �� -__ \ / / \ <r o I °` \° - 55 �\°� -r°E--\ 7�� -- _1 / \ \ \ \\ ��^, + o ,v' o � \ SEEPAGE BED N0. 2 3 2753.52 LIP/PT/GB ° --- 12+80.53,38.00,L END CONST. I 12+87.05,40.37'R ( ) �00 2753.98 VC _ _2753.66 AC/GB ° E�� ` \ \3 \ _ \ //� / \ _ _ - \\ \ m I I CLSTA.24+22.55,16.50'RT,E.VALENSOLE ST. CLSTA.24+22.55,16.50'LT,E.VALENSOLE ST. t 2753.31 FL 12+89.05,48.73'R - 2753 °E ,_ �\\ �\ `\ \ w �/i -- �_ / DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental '�� ;i / BLOCK 4 I 1 )\ \ PP PP 12+72.55,38.00,L 750 \ 2753.47 FL 2753.69 AC/GB e ° eP _ - _° ,\ _�° _ \ \ I Drawing SD-604A,TYPE IV Drawing SD-604A,TYPE IV 0.4 0.5% g g O P/RR ✓ 17 //11 I I FUTURE LAVENDER - (END CONST.) 1.8% __ ____ 1. % 13 (12+81.12,48.73'R �� p DO��Ep \ � - >C • TOP OF CURB=2754.78 TOP OF CURB=2754.78 13 - \ I \ HEIGHTS SUBDIVISION I 12"INV OUT(S)=2751.53 12"INV IN(N)=2751.28 2753.50 AC/GB 2753.53 AC/GB e\ \ i \`° �� \\ ✓ / I I 12"INV OUT(S)=2751.28 y 1.8 m m 1.6°k \ o o \ \ �� \ro� ` P _- \\J I �� i INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 2B 12+64.58,38.00,L m l m m \ 12+72.55.48.73'R \ \ l- � ��\ - - -� �J/> s� Il 155 ° ��°� �� - -� 2 Q(25 0.90 cfs INSTALL 3.55 LF 12"PVC(SDR-35)@ 0.56%TO SG 2 (END CONST.) y9 v � N 1.8% 2753.31 AC/GB \ \\ E°---- �\�\ /- __ _ - // \ I I/ \ )_ I W c' \ 1\ -Ec ��I�w�� tEk � c� - RR \ / ( )_ _ 2753.79 VC I d N \12+63.47,48.73'R I _ oe _ _ _ - - Q(ioo =1.25 cfs Q 25 1.55 cfs _ O - Q(�oo�=2.1E cfs Q s N 2752.95 FL \ \o � �� - / I a o o c �2753.62 VC \ - \ -- EP o O O - ��E° e�� c�� \ J 12+56.05,38.00'L =2749 I m o a o 1 I �\\ PR I Q \ - II N �Q UNPLATTED I M 12+56.05,48.73 R ;� vim\ \ �\ \ z (END CONST.) \ ri ti 1+ I o \\ 2752.7E VC/PC/GB I N) N BCR=20' 2752.87 FL/GB \ \. \ E \ �� P/RR I SG 2 SB 2 m I O o mac;, _ I I 1500 GALLON SAND AND GREASE TRAP 173.0'L x 15.0'W x 6.00 SEEPAGE BED = Q 2753.48 VC/GB - 1 N T N T ��r \ 1 \ � = _ �� \ II (TRAFFIC RATED WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET Q 12+36.05,18.00 L 1 I - - - - - - ° z_ � _ p p 12+51.95,35.33'R� �' - = I R ) \ _ SEE DETAIL ON DETAIL SHEET 12+49.78,23.45,LEIIIIII - � I - -� 2752.44 VC PC GB \ - E°'== \' _�- 2�5 - 5 11f ( ) y - / / I I o - \= __ - _ RMATCH FINISHED GRADE 88 E O 1 +QO m \ \ I \ �\E \\\\ \ _ ros_� PIRR 27 5 ( ), O 2i (END CONST.) MATCHLINE - SEE \ llI °O _� °\ - - - 12"INV IN(N)=2751.2E z C„ \ -12+33.78 28.86'R \ _ �i ( ) Q_ SHEET C.200 12750.57 VC/EVC/BVC ° / FUTURE LAVENDERim V y 11+99.23,32.81'R 1\ I - --- - V / 9 o O Cep � � �2 RR INLET BAFFLE=2750.6E p w s/ HEIGHTS SUBDIVISION / �Q \� �Sg - l_ \\\�� \ OUTLET BAFFLE=2751.16 z ill _ w 5 _ _ � 2750.88 VC/EVC/BVC I W 2749.42 VC/PT/GB \ \ I - -_ L - �I- -- II �" °o� ° o �\� 2�5�\ `\\��\ R \ / 18"INV OUT(W)=2747.05 F- CD 11+99.00 I \ --c .m ii �m - - _ \ \ �EPo \ 27\ = _ a\- - \_ Cz w o. 11+80.86,34.91'R' \ I - . \ \ I o O €3 3,'� � 41� _ - _ _ _ '°° I INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 2 w III I 2748.52 VC/PC/GB >so\ -- EP \ g °E - � c~i� ---- nn o \ I I I az. 1 \ \ 11+61.76,36.00'R I I --- -- \ ®� 11 I I \ \ O o EP \ �\_��\� ��=°_ _ i \ W 17 STREET AND STORM DRAIN DATA 2746.77 VC/LP/BVC I/I I I - = I 2746.41 VC/LP/BVC \ \ \ I \ -----------_ / - - --- - �, I \ I �`` EP _ \_- - SEEPAGE BED NO. 3 Lu 10+79.00 II 11�+00 0� 1 ,: 10+79.00,36.00'R I V v v \ v I ��0 0 0 o CAP �� E �� w a m I I \ \ I \ BLOCK 2 m ° \E°\ DI 3 SG 3 LEI ' \, '\�' CLSTA.13+70.4410.00'RT,ALLEY 1000 GALLON SAND AND GREASE TRAP MW - -- --�-\�-- -- -- -- -- i� -- - -- - -- -- -- -- \ \ I \ " DROP INLET,ACHD Supplemental (TRAFFIC RATED)WITH 20"BAFFLE SPACING. \ ACHD STORM DRAIN I I O�� Drawing SD-604A,TYPE IV SEE DETAIL ON DETAIL SHEET W C _ \ - - c f _ \ - - - -2752 - - - I I II I-2753-\ P TOP OF CURB=2756.31 RIM=2756.29 W,2756.2E E \� I 8 \ �� SB 1 EASEMENT 1 \ \\ 1 ` \ \ \ I � \ \ \ I I III II \ � O O j 2 w ( i MW 1 \ 12"INV OUT(N)=2753.0E (MATCH FINISHED GRADE) f. I r \r 1 1 •S Q , • S> f INSTALL 6.17 LF 12"PVC(SDR 35)@ 0.97%TO SG 3 12"INV IN(S)=2753.00 r. r a r° '. I II -- ----/ ------ INLETOUTL BAFFLE BAFFLE 2752.40 0 - -" - - EP � - { -ec - _ _ _ _ _ - - - = f _ _ _ _ _ = I� ` I = _ \ Q(loo)=0 932Ccfs O E _ __ 18"INV OUT(W)=2751.90 EG El CCoo roE roE TOE roE y- am-EP EG EG EG EP EG EP -`EG\ �- -€� EG EG EGA ` EG EG roE EG raE EG r°E EG E�oEG roE -- .�TOE E� - 'oEP -- 1BE _ -1E -ERo -1--- r- - - ---EP-- - - --- ---- Ep - -----EP ---- --- �SP----_ EP EP EP EP -44 EP EF SAWCUT El-----EP--- IEP J \ __ __ EP P _ P--�r--�� P _- - °�,� �P= INSTALL 5.0 LF 18"ADS N 12 HP @ 0.00%TO SB 3 PROJECT NO. 20 0610 LH1 O SAWCUT SAWCUb /SAWCUT O SAWCU O SAWCUT \ - OSAWCUT SAWCUT i0 O O O i ' O O - - - - - O SAWCUT S'WCUT EP O 0 o i o _ o i o / o 0 o E. LAKE HAZEL RD. o _ - - c o i - o DWG FILE 0.202 +�- --+ -��- --+ -- - -- - --+�-- - --�-- +�- - �- -+i - - -- --+I - = - -- ---+�-- -- _ --�+�- -- -- +�- - -- ��-+�- - --�-- - - IT SB 3 T - -- - - N _ - - - M - - -10+00 - - - - - n - -cn - - - �- - - m- - -rn- - - o- - - - - - - - - - - - - - _N - M N N 2��> N N \ N \� N N N N\ M _M M \ M M\ DESIGNED BY BT \ _ - - - - - _ _ \ >S 60.0'L x 15.0'W x 6.0'D SEEPAGE BED SAWCUT-- EP-_ - SAWCUT --- L-_SAWCUT EP EP _ SAWCUT EP SAW64R SAWCUT \ �Z�jrl ,i -EP- EP - - - - - _ - -- �-- - - - \ 2 \ - 2752_ -EP L �. SEE DETAIL ON DETAIL SHEET DRAWN BY JTA o EP �P- �P EP EP EP EP -EP €P T-EP- \_ >SO \ EP --EP -�,. --s EP- - - - - EP- °= P = - E EP EG-_ roE z�=�c - EG EG EG EG EG EG - -�----- ----- --- --- -EP� - -- - ---EP-__- P \ --- --- CHECKED BY BT lDfi-TUB ❑ EP_---- ""*L+ ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN NOTE:SEE SHEET C.200 AND C.201 FOR NOTE:SEE SHEET C.200 AND C.201 FOR E.LAKE HAZEL ROAD-IMPROVEMENT PLAN E.LAKE HAZEL ROAD-IMPROVEMENT PLAN VERT.SCALE AS SHOWN C102 SHEET 4 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.202(Street and Storm Drain Plan).dwg I BLACKROCK %\\ STREET AND STORM DRAIN PLAN SUBDIVISION i SCALE: 1" = 50'-0"HORIZONTAL 75 50 25 0 50 100 _ CIVIL INNOVATIONS _ NORTH HORIZONTAL SCALE IN FEET - - =a - -= _-=�=ray- - z- - - - - - - - _ � PAR� 2735 _ - � � � i °E PIRR / PIRR / - / CONSTRUCTION KEY NOTES v v 2749.59Rc v ❑ I I I I I II I I \ \ / �I ) I / / - - - _ - - II BLOCK 9 1-134+65.23 \ I I I \ « V I / / - - BLOCK 9 �� I I FUTURE LAVENDER AI 11 \ 10 \ 9 8 / - �� I INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,AND TACTILE \ 2747.50 RC/BVC / 3 _ 1 - - - 1 - - I 1❑ HEIGHTS SUBDIVISION I \ \ I I I � I I \ \ \ � \ III / - - - - - WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. \ 41+30.17 IMPRESSIVE EAST RIDGE INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, n 1 2749.74 RC _ I "' \ � \ \ � \ \ f l I � w / i i / / � - I \ 34+54.92 \ I \ \ \ o \ \\� \ I I / 2747.42 RC/PC/GB I / / - / - - - - - - - SUBDIVISION NO. 1 AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � o I 2750.09 RB/Fs d ; o \ I( \ \ \ \ \ \\ I / 41+14.89 I I / / N I INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE G PER ACHD SUPPLEMENTAL Z r \ ea 00 + �, ;n e� M J M\ J Cl) rJ ul \ \ \ \ \ 12747.22 RC I / / i r 34+47.54,29.50 L m SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. L L INSTALL 20'WIDE ASPHALT DRIVEWAY M oe + \ oC U6 Li 00 0 \ 2746.85 RC 2747.05 RC I / I 0 r- y0 I I O N o \ 40+65.69 � T , \\ SEE DETAIL ON DETAIL SHEET INSTALL SIDEWALK WITH �N{ \ cNn M ro (0 M N \ M °�' CD \ \ \ 39+76.10 40+25.43 I I I I l ove ti / LU rn .21 1 I I ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD 708. I \ 6"THICK CONCRETE a \ 2747.90 RC M � M I - - t 2747.05 RC \ 2746.74 RC/LP \ I / / e� / P I °O fi \\2753.86 RB \ 2760.80 RB/PC/GB N \ MW N \ 36+61.03 \ N \ N 2 N Cl)M N \ \,38+71.08 \ 39+49.43 \ \ / / / / / / / r- r / / / Im INSTALL T WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. m p o0 0 1 34+14.27,147.73'L \ 34+38.56,51.93'L \ \ \ / / N 0 / / 1 u 2752.23 RC/RPC a 1 \ \ s ' .s s r / 43+74.23,39.97'L © INSTALL 7'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. 1 \ \ \ f \ MW / N I/ / END CONST. O Lei m z0 \ c \ 2.7% a 2.6% 2755 5 N o 13 N�I DI 5A \ \ DI 7A m N / (MATCH EXISTING) ] INSTALL 1 O'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. 3 r \ a o 0 4 E. BRACE DR. DI6A 4 15+46.69 - �� s \ \ \ I a / I ❑ Z � N 2.7% 1. ° o o 0 0 \ o ca cn ao -1 2 b 12 �� o 0 0 0 14+76.1� _\ _ o �� ,o o I c I pC °O � Qi �' � \ \ �I -� - - � - +� � - ��\ T -+1 + - + - + 5 a � d m 2752.02 AC o M cD M \ DI 5B \ co 2747.33 FL M\ \ \ M\ i DI 66 \ ❑� DI 7B Imo- I r + / ` ® INSTALL CURB TERMINUS PER ISPWC SD-707. r 2750.40 RB/PC/GB \ \ I o N I 43+83.41,39.64'L ❑ 2753.46 RB SG 5 OS\ 2747.44 FL ° \ \ \ SG 6 2746.62 FL ° SG 7 ( \ us v o \34+08.76,140.83'L 1 \ 34+30.07,38.53,L \ Sg 5 O' MW SB 6 �r r- m Lmi m /d \ END CONST. ❑ INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC 1 2750.29 RB/FS \ n°\o r SB 7 cs r s 9 SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. / r r u' + �, c� (MATCH EXISTING)\ r OD r I OI ^ M d d 5 1 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD ❑ I 34+33.23,29.50'L \ \ MW 1 2747.87 RC/PT/GB '1 r� 2 2747.58 RC/PT/GB \2746.75 RC/PT/GB 2 r� 2 MW ' ° N o v M v M \ 1 SUPPLEMENTAL SD 710B(6"THICK CONCRETE SEE NOTE E). 1 ❑ 14 \ 2750.09 RC \ \ PIRR 36+67.93_BCR=20' `� BCR=20' _ 075+00� PIRR 3 PIRR I M N / 2752.28 AC ❑ o r r 37+40.93 39+50.93 PIRR INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD rJ 2746.65 FL --s-- �+ 2747.96 RC/HP -- -- BCR=20' \ \ `I \ '� o "'• II 43+83.41,20.15'L. 15+00 \ I 34+29.50 34�00 2750.23 RC \ z oe 2746.69 FL ¢ / 2747.05 RC/PT/GB �\ N 11 \ \ 1 \ \ ¢ m rn 5 \ z 2747.37 FL z \ o \ m ❑ SUPPLEMENTAL SD 710C(6"THICK CONCRETE SEE NOTE E). 36+82.08,22.36 R \ \ 2747.16 RC a \ 40+23.99 z /m \ �• ^ END CONST. -- -- \ 34+20.01 \ m ry �; 2747.41 FL 2747.02 RC/PC/GB BCR=20 I m \ o Co cfl \ 2747.67 FL \ 38+45.93 °C o ¢ @ N N INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 2750.64 RC/PC/GB 13 v + �2 2747.48 FL o J 5+10.19 o CO ui / 2747.14 RC/HP o / v / \ 14 (MATCH EXISTING) 12 \ 2750.64 RC/PC/GB r. Ln 2747.65 FIL 2747.52 FL \ \ o o d W ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD 1132A \ 33+90.40 \ m N M 8\ m 2747.12 RC �, -Q, I / Y 2752.59 AC INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE 1 ❑ s 33+90.40 z 2747.89 RC/PC/GB 14+00 2747.85 RC/PC/GB o z 10 40+09.79,22.36 R m v M 2750.75 RC m w \ \ � 15+00.19 a o � oe FUTURE LAVENDER I \ \ _ \ cn Lu ❑ z 2746.85 FL I z 4 N � v l �°I° % 43+83.41,0.00' 13 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS \ o w 14+39.65 14+39.65 \ o w 2747.14 RC/GB -2746.83 FL U) " `' f HEIGHTS SUBDIVISION 15, 33+85.90 \ 2751.75 RC \ = m 2747.96 RC �\ = m o / / a ,P END CONST. DECALS PER ACHD SUPPLEMENTAL SD-1132B. \ o ¢ 2747.95 RC \ 14+98.19 _j ^ T - r T o o N a \ I \ 33+43.90 \ 14+29.65 \ ¢' . m J 2747.07 RC/PC/GB = a + Le1 0 \ (MATCH EXISTING co REMOVE EXISTING BARRICADES IF APPLICABLE AND SAWCUT 2 FEET \ v ¢ "' 14+29.65 ¢ LU rj m U ¢ r- r / m rn Nr ae 6 �� ) ( ) \ \ 2747.15 RC a 5 15+10.19 ¢ w N v ^ +/ rj a3) �- Nf g \ 14 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD \ 1 2752.19 RC \ \ 2747.97 RC/GB �I_ 2747.97 RC/GB \ -- -14+96_69 00 2747.13 RC 1 / / N v �,� o +1 +I SUPPLEMENTAL SD-303 AND SD-806. 1 33+25.90 � \\ 14+27.65 ❑ 14+27.65 \ \ 2747.37 RC H - 15+00.19 m / N / 2752.31 AC/LIP r� r s \ BLOCK 7 } \ I 2747.14 RC/GB I / 43+83.41,14.40'R 15 INSTALL 4'WIDE ASPHALT RAMP TO TRANSITION SIDEWALK TO PAVEMENT EDGE. 2749.53 RC 2749.53 RCS BLOCK 8 14+40.19 / 0 ❑ \ \ 14+98.19 / d c, / 1.3% 0.4 H D CONST. \ I \ \ 12 \3 13+69.65 \ 13+69.65 7 \ 2747.42 RC 12 13 112 2747.15 RC / j / (MATC 16 INSTALL 10'WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET. ❑ \ \ 14+30.19,16.50,L ❑ FUTURE LAVENDER 0 0 v d / G \ I \ 2753.19 RC \ \ \ \ \ 14+00 $ 14+96.69 aq 6 r o 2752.66 AC/EVC 14 00 \ 16 33 00 2751.13 RC 2751.13 RC \ -BEGIN CONST. /HEIGHTS SUBDIVISION / cn ua + m ea INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SID 701A t \ - \ 2747.42 RC / ^ N a a o [it QN AL t \ 1 32+83.90 \ 13+09.65 13+09.65` t I / / / W, N N � r r / = 43+77.60,0.00' (COLLECTOR ROADWAY 8"HIGH CURB). } T I _14+30.19,16.50'R / N 00 m \ I \ \ / A 1 / / M N v a o 2752.75 RC 11 I BEGIN CONST. / / o L.i Ln + \ \ 2753.s2 RC \ \ \ N cD ^ o m M I �� IS T E Gf 32+65.90 134-00 \\ \ \ MW \ / / 1 / Lo +°�^" ^ v 0 0 000 0 43+71.42,16.50'RCs PIRR °, \ \ - - \ ❑ / N v uNa + 0G o In + LNei + END CONST. ACHD STORM DRAIN - \ - - - - J / N v co L; N -IT �I (MATCH EXISTING) l \ 11 4 \ \ s\ EASEMENT / / I/ / / uNa + h 2752.77 AC HP �II �1 0"�2 \ I \\ \ 2754.s3 RC \ \ \ I I - - - - - / / // // N / I 43+58.73,0.00' \ \ 17 \ 2752.74 RC r. 2752.74 RC \\ \ -- I - / / / / d'� �? 32+23.90 \ \ OF - 12+49.65 I 12+49.65 � } } 1 63.00' 63.00' \ / I \ 2755.06 RC\ 33.00' \ \ �� \ \ \ A I 1 / 1 l IN P. 1 \ 32+05.90 \ Ss� 1 33.00' \ \ FUTURE LAVENDER 33.00' \ f \ \ \ HEIGHTS SUBDIVISION - I I / / / I I IMPRESSIVE EAST RIDGE 13�00 - - \ \ 5 32 00 5 10 - 5 5 \ \\ 5 \ \ +00 I I I SUBDIVISION NO. 1 U W CL LU MATCHLINE - SEE SHEET C.202 I 18 LL+ r 275s.o7 RC- 1 \ \ MATCHLINE - SEE SHEET C.202 -2750 - _ - 1 / / w W IN PmIIm NONE I OR I NMI IN IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN No- I a \ \ 2754.35 RC - 2754.35 RC \ ,,, I / _ � 31+63.90 12+00 >t - ' / � cc o_ N = 275s.2s RC 11+89.65 11+89.65 \ ¢ I I zo CL 31+55.90 r ui a \ _ m LU r, ¢ m \ \ Q \ \ \ I) I BLOCK 10 I �� z a o c`) 1 \ H \ � � 2756.64RC/EVC Q \ W I . \ _ - - - - - - - I 2 1 / / oz LL; \ c - - - BLOCK 7 a \ LU 1 \ \ 11+04.50 -¢L - I I 2757.13 RC/EVC CO) \\ 9 \ W \ _ m I / / oD C-3 > LL -2760 I 19 31+19.40 2757.26 RC \ s \ 2155.29 65 4\ \ \ \ I / � STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA o z 2757.41 RC -- 31+13.90 __ 2757.04 RC/PT/GB _❑ \ \ - _ - - - - - / / � cc o _ - 275ss4 RC/EVC \ = I - - - - ❑ I 2SEEPAGE BED NO.4 3 SEEPAGE BED NO.5 o w U_ > 1 1 LU 31+05.90 m o m o m I� ` ` 10+87.73 - - - - __ -- -_ -_ T d a, Un a, L„ @ r m o �, CO; \ 11+04.50 / / DI 4A DI 5A } o WEE x Zo 1_ co v oo v cfl r o ,2757.47 RC/PC/GB PIRR Plgk- z Q co c.D N v + Lr + s+ d+v N = M v o 10+62.81_ 2757.04 RC/PT/GB 12+0 CLSTA.13+26.05,16.50,LT,E.HIDCOTE ST. CLSTA.36+66.43,16.50,LT,E.BRACE DR. ¢ o z w 12t00 2757.73 RC/HP 31 t00 N o m o c� O e� + - - - - / / °C w o ^ m r ^ r oe r oe °O e� c L� CO - f I/ - \ - DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV o m 30+69.78 ^ co J J m 0 r m m r, m - 10+87.73 - - / / L z FUTURE LAVENDER I ,: M LL LL -W ,e, N + m + 7 BLOCK 8 r - / / TOP OFCURB=2757.86 TOP OFCURB=2747.88 �' L,, W 1 1 2757.64 RC 2757.16 RC \ 20 LH N � v ^ ^ o� r eroTmT \ � � / / zm � HEIGHTS SUBDIVISION - ^ N o N ^ 8 � ua • T m T- 10+46.50 -- 10+81.58 3-_____ FUTURE LAVENDER / - 12"INV OUT(S)=2754.61 12"INV OUT(S)=2744.63 _ - I 2757.70 RC/BVC Ncc . o � Go N N N N r �; 2757s5 RC/BVC 11+00 2757.47 RC/PC/GB HEIGHTS SUBDIVISION / / / / �\�5 / INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 4B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 5B ¢ z 13 12 30+59.40. - T N N N ^ / / / o 2760.05 RC m Jr N 10+44.50' \ 10+62.81 \ g Q(25)=0.11 cfs Q(2s)=1.56 cfs 2757.68 RC --+-- 2 BCR=20 \ 5 I I / LU ¢ o =__ :FM = 11+38.00,16.50'R 1 30+55.90 2757.81 RC/PT/GB- 2757.64 RC \ 1® / - - ❑ / W = _ \ l 1 / \ Q(loo)=0.15 cfs Q(�oo)=2.16 cfs LU c,) END CONST. BLOCK 9 10+36.50 10+46.50 � � � - - � I m I \j FUTURE LAVENDER" / \ � � z 2757.43 RC 5�67F( 2757.65 RC/BVC / I I I 1 HEIGHTS SUBDIVISION / \ DI 4B DI 5B 2759.50 RC I 21 2757.25 FL S rr \ B 2�57�q F 63.00, 30+05.90 0.6°k 248, CR,2 p C 10+44.50 11+08.00 of 1.8% rrr 1 3q RC/p 2757.77 RC/PT/GB m CLSTA.13+26.05,16.50,FIT,E.HIDCOTE ST. CLSTA.36+66.43,16.50,FIT,E.BRACE DR. 33.00' I 2757.33 RC/PC/GB 2f C/ "' / // / / \ \ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV r 2758.41 RC/GB I f ri +ti o 0 0.40 B ? � \ 10+36.50 v + v o \ ' - - I \ 29+86.40 \ M o _J v _ / / / TOP OF CURB=2757.86 TOP OF CURB=2747.88 5 10+48.50 1.1% M o i 275�55 ^ v co o ti' / \ / / / \ 12"INV IN(N)=2754.36 12"INV IN(N)=2744.38 T 2757.07 RC/PT/GB r 4 r o y\ , F( N o O i 275�5B o, o + M h z / / \ 29+34.40 _ r �� F� ^ ap coo ti• r - T , \ I / / 12"INV OUT(S)=2754.36 12"INV OUT(S)=2744.38 ■ 2756.84 FL 00 BCR=20 / o0 2� �c�°Id rn i� B y " Q' M , \ r+C \❑ \ / I / "TOO 2758.40 RC o -y��+\ 58.02 0 u� C a coo \ I ( ) ( ) t 24 -2756.86 FL- _N o m m- _ _ l AC/Gg "0 20, N 1 ^ N o z- ao „ v ,\ \ \ \ \ INSTALL 4.17 LF 12"PVC SDR-35 @ 0.72%TO SG 4 INSTALL 4.17 LF 12"PVC SDR-35 @ 0.72%TO SG 5 O s 10+46.50- / � J 2 cc 9 v 275 �, �� `v � \ 5 N �u �^u, o'�, \ � / / \ \ �\ � / I "C \� \\ C / / Q(2s)=0.25 cfs Q(2s)=0.76 cfs Z 2758.35 RC/PT/GB 22 Ln N LL d v 9,5 + o I y1 / Q(loo)- ^ + o°, 0 4 ^^ ti c� AC/GB ) \ \ _o \ N \ \\ �1 ` I I ( -0.35 cfs Q(�oo =1.06 cfs W N O)\ N N e� �o b y o 4 a 2�5�g� r0+ 0 0 �\ D I ❑ \ \ \ O / / I = 10+36.50 2756.94 LIP/HP N 1 1 I-� m o ^ M co m AC / + e� e� Lc) 1 1 �� s � ro ae^ vi w 4 /G8� +� 4A M a /\ �� \ \',✓ / / 2758.14 FL o v = SG 4 SG 5 a oC N 29+18.84,20.94'L N N eo '� + oN "^ + a rn v W y \ \ / / / 0 r� 2758.17 FL cIi �: M o H N GD^ �o ' ~ E H/ C/ r T \ / / / / I 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) . cfl 2756.86 FL Lp +N ^ co tt� o ,� v s �C Z \ l ❑ \ \ \ 0 I rn 2758.47 RC/HP ,� + 2756.83 FL -J co ^ O + h " M co '+� �' ~\ E`sT o J ___ \ \ \ I �- o N r 1 N o r� + N �o co �, D/4B o \ / / I WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET WITH 20"BAFFLE SPACING. SEE DETAIL ON DETAIL SHEET ��19+57.25 2757.Os RC/PC/GB U. rn LL N o ^ + ao H co c� coo ac SG 4 + ❑ \ �i O / ( ) ( ) ` 17+53.11,22.36'L N T u, w o 2756.77 FL a N ,� d co co SB 1 �/ / RIM=2757.96(N),2758.06(S)(MATCH FINISHED GRADE) RIM=2748.01 (W),2747.99(E)(MATCH FINISHED GRADE) CA BCR=20' 23 BCR-20' + 29+26.90 a 2 T N N" o H o N 4 ® i \ \ 0 / I 12"INV INN =2754.33 12"INV INN =2744.35 2758.40 RC/PC/BVC r. 2757.12 RC/GB ^ N "� �% 3 u� o N N us 4 / I INLET BAFFLE=2753.73 INLET BAFFLE=2743.75 o N N f 2 r + 275�59 f N cv o ca \� \,l \ \ \ / / / OUTLET BAFFLE=2754.23 OUTLET BAFFLE=2744.25 17+67.25 19+45.25 0 4, o RB/pC 4 r, q "� „ co v +� fUjUR ,,L _ _ / ® O / UNPLATTED � z ^ /GB = v y b-co h s� Q, T F E \ \ / 18"INV OUT E =2753.38 18"INV OUT W =2743.40 Q A� \ 5% p5 4 275s.75 FL N 275 69 +63. m o / / i. + o o Q h HIDCoTF J I p❑ �h16 / O- O- Q 1 93 arM N� do v ST, 2757.91 FLU o E. PHENOMENAL ST. o '1 7% LL29+00 29+22.90 RB/p N + BLOCK 6 h N o co dC r? Ww p / / / I INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 4 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 5 T/GB o> APd r. + Q a+co _,. c„ 1 - ) O z o+oo f \ y L � M 1.4°� 275j�6�3.40 ^ o �o m T o `^ o I SB 4 SB 5 = Q o N +0 1.o ro qe N o + a� 7 ,� 5 L ti I -o a, _ o� o A90 44 ^ a o m a o N m 18.o'L x 15.0'W x 6.0'D SEEPAGE BED 142.0'L x 15.0'W x 6.0'D SEEPAGE BED /� \ 2757.12 RC/GB o 11 0.5% �N - °� °p z 8 c, �' I _ I I r/r LL �+ p/RR N t�cv o CO v CO/ / ~ o SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET 19+45.25 ou T a ^ „ +� ooi oo, o 4 o z I \ / z oC .v--- - 94a. • 00 a� I • T Q 0 ca � �2757.1O RC 2 - 6 - � ,ti a, �, se + c) � o a � �, a m „ v Wa WW _ RT M \ CDi _Q1 M I C1.1 M O M H V' Z • N m m 5 m _19+47.25 1? cah°• ^. ao==2757.00 RC/PC/GB o o Lq o v m o o _ �d + co + o W LO + � ®� ,^ ti N M _ R N �AIIEY \ N y 3 M FUTURE LAVENDER I I -----� = w a + d / T - + '19+57.25 I STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA ^ m '_/ o+o:L�u �^ m Lon + Ln +^ c) C �. _ -_ \ \ ^ N ,� a ii�� N r,� N r BCR=20 ^ oo ^ o a<+ + oP M ca co v \ p \� �� N HEIGHTS SUBDIVISION /1�! N r cc / C) N CV r N r l� o d• �' ^ O �1 RR j `I W �o 0c i 3°' oe "' T M o y �' MW _ _ ` oo SEEPAGE BED NO. 6 SEEPAGE BED NO. 7 SEEPAGE BED NO. 8 w I. /�� T- � o c`nu 2756.66 FL � H o v tt) � - �moo,• • �� a" OD N� cp Cp I� i' N r1' M Cp V P/RR c> "'u. T 2758 m co M ti 2756.62 FL 1 ^ + ^ ri N o de I 1a -rho❑m +j M + N N o ^ M H o PIRR SB 3 / / DI 6A DI 7A DI 8A W cn a^, 3 ^ ti + 2756.71 RC/PT/GB _ N o 2 ^ + ^ N o ct SG ^ 1 N r ^ oo m o N N ^ 3� CLSTA.39+49.43,16.50'LT,E.BRACE DR. CLSTA.40+25.43,16.50'LT,E.BRACE DR. CLSTA.14+96.69,16.50'FIT S.BALLERINA AVE. 28+61.40 ° oo e_ v v 3 N N o P R �/ o \ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV v Dl 3 i pRR / \ L - TOP OF CURB=2746.74 TOP OF CURB=2747.05 TOP OF CURB=2747.15 \ 2756.54 RC/PT/GB a C c� q ,,, o o N N m -- BLOCK 5 i 12"INV OUT(S)=2743.49 12"INV OUT(S)=2743.80 12"INV OUT(W)=2743.90 28+28.64 _ .. L° - --E �e + w � � -E° -- ° ° BLOCK 4 I ' ?� ` - ^ o ^" v - 5 N se v O R L"`" Ii / INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85/o TO DI 6B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85/o TO DI 7B INSTALL 29.34 LF 12"PVC(SDR-35)@ 0.85%TO DI 8B W 3 \ 4 5 6 W 2756.26 RC \ N -^ _ „� + \ ^ + a 8 - +i \ > N ,�N --- �o �, �+o f s N "' o �'UTU PR Q(25)=0.65 cfs Q(25)=0.70 cfs Q(25>=1.13 cfs Q \ - / 27+72.91 N H +. a;0 7 y ^ w/� RFq��F \ / _ l Q(100)=0.90 cfs Q(loo)=0.98 cfs Q(loo)=1.58 cfs \ ❑ - � ' ° N� r�v ,/ PIRR V\ -meµ I PIRR DI 6B DI 7B DI 8B W e 1 EMAMs \ / ❑ � I� N �� M h \ �� / ip�' �' �• '"`" I� '-----J i `�I� \ \ I f o / N H + co ,�• v h v h �+ h ^ + V oo INSTALL TEMPORARY P/RR - - � CLSTA.39+49.43,16.50'FIT E.BRACE DR. CLSTA.40+25.43,16.50'FIT E.BRACE DR. CLSTA.14+96.69,16.50'LT,S.BALLERINA AVE. - \ PAVED TURN AROUND, _ DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV N .o s \ SEE SHEET C.303 RR \ ,0 00 TOP OF CURB=2746.74 TOP OF CURB=2747.05 TOP OF CURB=2747.15 CC to cn r CO C, N / ^cv ^cv ^N Mop R 12"INV IN 2743.24 12"INV IN 2743.55 12"INV IN E 2743.65 I N N N � rn FOR DETAILS -� I I O_ O_ O_ - PIRR PIRR I / N^ >� ; \ oo ^ oU- / / it v 12"INV OUT(S)=2743.24 12"INV OUT(S)=2743.55 12"INV OUT(W)=2743.65 ma \ I N �e a �, ❑\ +, E VqLE PIRR O o 0 , \ ^ M\ �; N -IV ST / 1 - 1 ✓ ,/- - _ \ / / 14 ^i INSTALL 4.17 LF 12"PVC(SDR-35)@ 0.96%TO SG 6 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.20/°TO SG 7 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.20/°TO SG 8 Cc -2757 N o MW 1 / / Q(25)=1.73 cfs Q(25)=0.74 cfs Q(25)=0.90 cfs PROJECT NO. 20-0610-LH1 �NcRerf Re M so _ ~�F FUTURE LAVENDER z- - Q(loo)=2.42 cfs Q(loo)=1.04 cfs Q(loo)=1.26 cfs ❑ vA'^� 1 ^ + o \ o r HEIGHTS SUBDIVISION BLOCK I I a' "' "' o I 1 / ? M - - - _ _ DWG FILE C.203 / N Cp !I' ' h �� \ _ - PIRR ao us �- D/ A I -2758 + 7 u�o•" N H M• �O v SB N 'r 2 ��c� 2 � SG 6 SG 7 SG 8 DESIGNED BY BT co u� c" so v ❑ o \ I \ 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) `v N ^co / DRAWN BY JTA N�, u;„ d ca Dl2B X I I / WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING.(SEE DETAIL ON DETAIL SHEET) H j - a Q \ I RIM=2746.87(W),2746.85(E)(MATCH FINISHED GRADE) RIM=2747.16(W),2747.18(E)(MATCH FINISHED GRADE) RIM=2747.26(N),2747.28(S)(MATCH FINISHED GRADE) CHECKED BY SIT ")o A- ~ " 12"INV INN 2743.20 12"INV INN 2743.50 12"INV IN E 2743.60 l N Qti, , 2 �� o - INLET BAFFLE=2742.60 INLET BAFFLE=2742.90 INLET BAFFLE=2743.00 ISSUE DATE 08/U4/20 " _ o N c* z + o`� \ \ r ❑��+,' _ fUrURE 20 00 \ \ OUTLET BAFFLE=2743.10 OUTLET BAFFLE=2743.40 OUTLET BAFFLE=2743.50 N ^ N h ? E V _ HORIZ.SCALE AS SHOWN \ g 14 N N / "' +��\\� ao \N ❑ A-y�D�EST _ _ 18"INV OUT(W)=2742.25 18"INV OUT(E)=2742.55 18"INV OUT(S)=2740.80 • z / N N tq N p f(/ o INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 6 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 7 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 8 VERT.SCALE AS SHOWN \�\ / `� `" 15 - ^ v a c`' u, r TURE SF y+ \`\ �a2s\\\� ` \ \\ 9 �N N �• GFBED N / \� FUTURE LAVENDER SB 6 SB 7 SB 8 z, _ x,40 / Cm203 -2> 2�55_ �\\ \� � z HEIGHTS SUBDIVISION o ^ \ �\ moo x i� 149.0'L x 15.0'W x 6.0'D SEEPAGE BED 75.0'L x 15.0'W x 7.0'D SEEPAGE BED 121.0'L x 15.0'W x 6.0'D SEEPAGE BED SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SHEET 5 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.202(Street and Storm Drain Plan).dwg PVI STA:12+36.50 S. BLOOMERANG AVE.-PROFILE PVI STA:13+99.00 E. PHENOMENAL ST.- PROFILE 2770 PVI ELEV:2753.12 PVI ELEV:2758.83 2770 2775 2775 K:15.79 K:15.02 LVC:75.00 LVC:90.00 o °r° o m c HIGH PT. c L Y Lu J PVI STA:17+97.25 rn ti � un STA:14+34.40 ,°,; w = z PVI ELEV:2758.68 ± N N N N HIGH PT. v N m C3 K:36.00 c", ; ELEV:2758.57 ; CD z LVC:60.00 Cj 2765 > m C LL m w am a -= 2765 2770 2770 °O " PVI STA:13+14.00 "' �' > w } > ~ aO STA:IG7+91.25Clq Cl? PVI ELEV:2754.28 ,r, x Q co In K:20.75 Q' co "'lzr ¢ z0 ¢ ^ N HIGH PT. + N Uj LVC: ELEV: cu w ¢ PVI STA:11+39.00 000 r` Cl)M N z - = T ' ' °C > FINISHED GRADE + '�' cc 00 ~ cD U Iri Cl" y PVI ELEV:2747.03 ,n N N co + Ln o v z ¢ c� m c5 w z 0 0o o N AT CENTERLINE + M CD N m m ¢ N m LU p n K:21.25 r M v m II II m N r z w ai a LVC:120.00 r U,) LO � > II o C/) y II II z 2 x Cn 2760 N N M N J II > ¢ w 2760 2765 `�' o o „ C7 J -0 2765 r o n o 00 Cn w Q W F- J � U O CV Ln co x O O O O L T U r U ♦- J W W O z m MOO CV UC , < Cn r r � � 0) LO U > U W o Cn LU m + LC) 00 LC) J LC) OCR + ^ + ^ > m > 0.64/° xw Cry rN � � No � ti O w r O N N m LU Cn , + N ' I_ E z U r U 1.74% 2.00°M m `� rn rn II T v ti rn N O0 0 p m vo N aoN II > II + � N m + ti ti W m co m w w 1 /// - ---- - N + U Cn W Q W 06 /LU T CV + C, � N � CO00 tC > > O ti m ~ J W EXISTING GROUND CO > °O m o -i 1 M �+ N r "' cn AT CENTERLINE Q ,� rn N ¢ w m p 2755 w + Lr) - 2755 2760 T II II II J T II-� J 2760 Y p o r v 0~u z II >LU ¢ w ---- - ------N w ---- II > N w w m w II II FUTURE FINISHED J Cn w - --- w �ii Lon z + ¢ w GRADE AT m ``� __ - 1.00% N W O w m 1.73% = 3 CD _ - -------------------- 2.00% a_ c6 � o �, C "' PI:12+72.55 N w = EXISTING GROUND o CC! II z CENTERLINE � °� o N v + ¢ w V AT CENTERLINE -- - - r II > ¢ O N Co w _w ---- 6"PI(12"SLEEVE) ¢ LU r II - 2750 < LU _j II _ - 2750 2755 �, 2755 `" J ---- o FINISHED GRADE Cn w __ PROPOSED -1.0'(MIN.)DEEP SWALE C9 + AT CENTERLINE �4"PI(8"SLEEVE) 245° _----- = BRIDGE TO TEMPORARY 000 0 r 0.A0% DRAINAGE POND a � m a m r_ C0 2745 N 2745 2750 2750 12"SO it `j > ♦n J Cn W � Q) O O 00 CD CD V O M C, r O 00 O O W OD 1• r O n r- O W M 1� N O O M,� f` Cri Lo i�2 Ili O NCD O) m a) n!W 00 r � 0 C! N n!c0 - LO N V � CSC 00 L, V a) CO �cD �� M N �V Q f� M V Lq R t �N �V1 CO c0 CO CIO a0 O 0i CM C 4 CO Ci 0i r 0O[•j 00 V f` Uj rz cD CO c0 CO c0 1�1� A 14 00 P_ 00 00 Go 00 ai f` 0i V V V II9 V 11� 11�LC) 11�LC) 11�LC) 11� LO LCJ LLB LD M LC) Ln Ln L(J Ln L(J Ln LC) N LC) N U-3 Ili Lh N LC) U-3 LC) N r` A r` n 1. A f� A f� A f� A r- A f� f` n A A f� n r` A r` A f� n f� A f� A f� f` n A f� f� A f� A f-N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 S.SACHET AVE.- PROFILE E.HIOCOTE ST.-PROFILE-STA 9+50.00 TO STA 15+00.00 �� CXSTE� �f 2775 PVI STA:11+88.00 2775 2775 2775 PVI ELEV:2761.04 K:18.04 lllllJJl�U LVC:60.00 o � CD � ��J�� OFZ� o� o v, HIGH PT. o LA 8?, STA:11+90.92 oD PVI STA:11+56.05 } FUTURE STREET ENTRANCE-PROFILE MULTIFAMILY ENTRANCE- PROFILE EMI �� 2770 ± N HIGH PT. N N 2770 2770 PVI ELEV:2758.79 ¢ 2770 2765 2765 2765 2765 N P cn x 6 > 66 > K:43.38 > x o Lu ¢ ¢ cc Cuj ELEV:2760.79 � z z m > > LU Q F- m m w " j m LVC:60.00 LU ¢ m y z z w � ¢ o LLn HIGH PT. o (0 Z z o >_ w w CD LL c0LU >o rn m m m cCO., � STA:11+64.37 ccoo LO m a j z o Ln ^ J L M o Y oW ¢ w � oo c~i� w m ± N HIGH PT. ± N = om ooQ oco ¢ o o Q 0� vw ww � o ¢ O C.0 p J O m O V W O CO H > J J 00 LO � Cn > + ti J o T i; ELEV:2758.69 T L J = o cfl Lro pc m M cn w m m > + m p z c0 2760 2760 _ _o w 2760 2765 2760 + m M Ln z cc p 2765 J `� 2765 2765 cn ¢ > "' > m Z ti J LLI , m U m r- O U W , W N Cn (!J U Z d U II > O O > CO u6 > O N ti 00 > W + O , N � 1` co M Z ¢ J < Z ¢ O m O J O N m M co w O lC7 ' II p O N C"� O , , � LC) ¢ >_ ¢ c FUTURE FINISHED GRADE II > o o o rn o ao _ c o N II > m U _ O N (0 M O CO ¢ N Z > oti Lnv cflao 00 N LO cn wm II > w 0O om om � o DLO < w w z N L� N Q J O O II p O O CD O Cfl 00 M W m AT CENTERLINE Cn W Ln O w rn LO + c6 + N 00 Q J c7 + m cc Cn + U_ LnOo vti + ti + N _ `� co c� N + � FUTURE FINISHED cF-n w w ¢ � + ti + IM + LM `u ,ii oN U `n �G o z ti EXISTING GROUND `" `� ti + O `" O II II > N N jl II EXISTING GROUND `� GRADE AT L1 N o N N N II > w m o > o N + 1_ r oN II Ln oN II W r II II II II II w LL pc..� - II r AT CENTERLINE II + r` r II > Q J p ¢ ,> II 5 II > II II _ ¢ w o N II II > w N W II > J AT CENTERLINE ¢ w CENTERLINE ¢ w II > II > p > w z o z ¢ W II- >- ♦- W -- ------- -_Q W H J v Cn W W C.A m O Z > --_ ♦- J T ¢ J._-Q J _--- _ -- --_ Cn W W < W O_ ♦- J ¢ W _ - C!J W� II ---Q W ♦- W Cn H J-_-__- Cn W J J J O - Cn w-~ w - - ---- ___ __ 2760 2755 coN LU 2755 2755 N LL' N 1 ' 2755 x o C) 2760 Cn w - i�%_ - - 2760 2760 J N IJ11-cn m ''' o w > } MATCH EXISTING v� W m -- - ----- --- ----- --- - ° 1.49oA 0.50% C1 m z m EE 200% z 4:1 SLOPE 2.00° 1.78% 0.88° 50% 0.44/° ° 1. 8% ° 2.03� 1.49W° ¢ om z m x o 0.44/° FUTURE FINISHED 1.78% 2.00/° m w O wo o FINISHED GRADE FINISHED GRADE o m FINISHED GRADE m (' PT:10+91.09 FINISHED TGRADE 7 TEMPORARY TURN-AROUND GRADE AT Clix W zo m PI:10+00 SEE SHEET C.303 CENTERLINE AT CENTERLINE AT CENTERLINE ___-- z m AT CENTERLINE - AT CENTERLINE 12"SD ( ---- ---- cc Z FOR DETAILS) --- a z 2755 0 2755 2755 2755 2750 _- - 2750 2750 2750 m o 4"PI(8"SLEEVE) PI(8"SLEEVE) JY MATCH EXISTING EXISTING GROUND o `' w + + EXISTING GROUND) FUTURE FINISHED 4:1 MAX. SLOPE AT CENTERLINE MATCH EXISTING GRADE AT W C o _M T AT CENTERLINE 4:1 MAX.SLOPE CENTERLINE z U d M O O O O CT d O ,Cy A O A ,D N A O CO C) OD CV n W CD CC N M + fC 00 119 N lfJ O Ili f� M Ln O N O N cD V fA 117 O fC f M O N n Cj A C O C7 0o C7 CO C7 ed 0 06 C7 CO M 00 M CO M CO CD M O M C� M r r-Co l{9 c0 Ln co LLB Co LO to LO c0 LLB Co LI7 LCJ Ln LO M LCJ Ln LCJ Let LCJ LLB LC) LO LO nl` nr` nN. P. nl r- r- rr r � rr- r � P. n � � 1` rr- 2750 II > 2750 NN NN NN NN NN NN NN NN em NN NN NN NN NN N w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 11+00 10+00 9+50 9+50 10+00 11+00 T ■ O Nr Lo aCR 'W'� "t0 50 25 0 50 100 Z 06 00 0i 0i of m o 0 o r Ln n A ti M ti A w N N N N N N N N cm," 9+50 10+00 11+00 12+00 12+50 HORIZONTAL SCALE IN FEET Q 5 2.5 0 5 10 O VERTICAL SCALE IN FEET y 5 E.VALENSOLE ST.-S.OSTRUM AVE.-E.BRACE DR.-PROFILE-STA 23+00.00 TO STA 36+50.00 Q 2770 2770 m CD �, U) Q LU J N LU J o PVI STA:30+89.40 p_ U_ a ¢ z o PVI ELEV:2757.93 cn o z Y co co L = K:20.71 Z Q er m o u_i LVC:60.00 y Q 2765 O ''' 1 cd-zLU z m + LO LU N rn v 00 HIGH PT. v N 2765 Imm0LU w O m N N a' LO STA:30+69.78 p II >11 w + ^ + N HIGH PT. + N W U Q W O O CV co Cm z w M r- M II co ELEV:2757.81 y Llj > Cz � c 3 m 00 co I > cn w � c0 N Ln rn COL ¢ w > m > w z m Cfl C + N 00 N J m Lu o LO v LO + LC) N I I N I I ---- Lu Y F- LU 2760 r; ao m N I I > I I _----- -- - w 2760 TEMPORARY TURN-AROUND + ti N II W __ --� - m z LU (SEE STREET PLANS) �. N p ----------_ J---------- ---------- ---'n - cn w _ o Y z u > _ "' LU EXISTING GROUND -- _ ¢ w o ------- - w __, - 0.5 % --_- AT CENTERLINE m III / cs ° 00 _ c ¢ 0 2755 0.40/° w _ � cc +� N Iq � c? 2755 4"PI(8"SLEEVE) + L~o •40% ----_ M 00 v N O N II II + N OUj 00 FUTURE FINISHED GRADE 12"SO 00 ° vQ~, w - u > + AT CENTERLINE + + 00 N ; ---_ F w °' a Lu co N FINISHED GRADE - a w = `� d AT CENTERLINE ------_U) w 2750 CL ° 2750 cw _ PROJECT NO. 20-0610-LH1 �0.40 . DWG FILE C.204 0 v 0 a' DESIGNED BY BT 4"PI(8"SLEEVE) o 2745 + 2745 DRAWN BY JTA M CHECKED BY BT ISSUE DATE 08/04/20 O r co co r A M O O O to 1. M 00 M V 00 M M N M M co c D C"v d o M M V 00 C D a)� of m O O f 7l 1 0°V 0°M N N H O R I Z.SCALE AS SHOWN In FD A^ a! r C.� "i Lq A pt CA u5 Cl!co a 1, r CD fA V N C5 q m 1`co Lq co �r N p O p M p CO r IfJ CV M p � V N ,D ri �c0 m ri Leg ri Lei o0 Leg a0 Leg a0 Lg °C Co °C CD 06 Co C6 co 0j A Cj A Cj A Cj A 6 Lo CC Leg� CD fV LL7 r V C cJ CD CV r 0m Ci w a) VERT.SCALE AS SHOWN Leg Ln LH Ln Ln Ln Le9 LCJ LH LCJ Leg LCJ Leg LCJ LH LC) LH LC) M LC) M Lto M LC) M Co M Co M co M LO IeY Ll7 M LD M LC) Ln Ln M LD IeY LC) -V LC) a Ln a LC) V A C� A f� A C� A C� A C� A C A C A r- A r- r` r- r P. r- r 1 r 1 r 1 r r- 1, r'. P. r- P. r- n r r- P. r- P. r- r r- r r- P. r. C,41 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+50 Cm204 SHEET 6 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.204(Street Profiles).dwg 2765 E.BRACE DR.-PROFILE-STA 36+50.00 TO STA 45+00.00 PVI STA:43+45.10 2765 PVI ELEV:2753.04 K:16.06 LVC:65.00 53 r HIGH PT. CR r N STA:43+58.73 r- u) M N HIGH PT. M N 2760 > ELEV:2752.77 ti v-v 6; Lu z 2760 Cj > m > w co co Lo J Z W m ti r,- w M N U O ¢ a PVI STA:41+60.17 + �+ � > N w Q PVI ELEV:2747.73 N m M N co N J m z z oo v III II mow' o Ec K:25.39 (0 Lo II w II w n = a � LVC:60.00 + ti ¢ J¢ J /� 2755 = J N `� ~ "'can `u 2755 `I r ~ of m r ux-J . Lon I I I N r cn O M M O O M T ^ Q J r 00 aoo cq v oo 4 "' + "' N w 2.14%(EXIST) O o O I� v cO n O V cc D U -- - C,/� C'V 00 c� + ti + ^ co to + N 0) > U w _ - l _ r r °> N co N rn N II m m Lu 1.17% - > M � .o II II ` II II w 2 010 J � `c 2750 J Q J ¢ ,� F- u '--- u) `I) W "' c~n u FINISHED GRADE cn 2750 a m � Y O o w N ---- 040% AT CENTERLINE + 0 Z 0.51% r, oO 0.41/0 � w O 3 CIDa Z ' 12"SD + CD 2745 12"SD ~o �' 2745 r 12"SDcL CR + ` Co + a \\\ M // U cL 6"PI(12"SLEEVE) 2740 2740 EXISTING GROUND ✓ AT CENTERLINE N co N N M N Lo N N N M M O M O V� u-*O r 1� mMr In r V r-- l`9 �,G� N a0 C O M O Q r N r q N N cR cD M O "t O r 0 N N r I- r c p I.V r N r. O co C A r W n r ,:r r M o o o O N N N �I- �V e V -V V V .4 M M V V e V V u,V to Ln Io LD u7 L!7 1-r_. r r r r r r- r r- r r- r r- r r- r r r- r r-- r r r- em N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 36+50 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 2770 S. BALLERINA AVE.- PROFILE 2770 m o � E Q w 0T62 = cc PVI STA:10+74.50 94/ O u; m Lu PVI ELEV:2758.20 � / ao L ¢ K:18.77 F 2765 `� 2765 2775 S.THUMBELINA AVE. - PROFILE 2775 �1 S LVC:60.00 f� �Q) coD o M IN P u� N Lo O oo r to C6 M oo O O T I6 + N + r O CO _ N O In + `� N o ; r c.D+ N PVI STA:13+40.19 PVI STA:10+74.50 `j II II cD m CD >T II M r- PVI ELEV:2747.86 PVI ELEV:2757.52 0 II > > > II >� J m w ¢ JM � K:22.94 K:30.43 o m "' W + N LVC:80.00 LVC:60.00 = cn LL) r II > 2760 2770 2770 cc 2-- 2760 } 2.0 o II > m y . o Q � Lq � C) H m 0� 0.70% w c rn o I- Z m v rl v to r ¢ H W O co r- C] O v ^ O ^ zQ0 z w C,, N M N CD V H 6 N + N WW�ler Z Z W W m = O Q Ili r w h O z cii > in > Z O Y W w O_ w in > cn > w p J > m > w O u) w Q x m > m > w CC ur > m w cn Z cc CD CC Lu w m w O = U cn 2755 m z o _1 -w 2755 2765 0 �m 2765 0 o a ¢ ¢ CIto co O allo CD O W Lu \� �,\ 89/cl� rn m c3 U � cn c3 cq+ Lo ao � z m Lu m co U rn Ic) � N + � Il � ti N � � r Q � z N O Lu + ci + aoN wm TN II >+ � + ti oo n OCWj, O o T + \\\\��\ T cal N M > W Cn W O N OT N + N �u Z II II o � LL) � a II + � J II > II > II Z m II > II II TN cnw Qw ¢ w II > HOC 2750 - Q w II II 2750 2760 u) Lu -_ u W �¢ z Q J 2760 Lu c~nu 2.00% 0.71% �e I-_ w o ccoLu = x 0 41 o w w u) C_') _-7 2'0 EXISTING GROUND 00/0 c CD m FUTURE FINISHED GRADE \` AT CENTERLINE m w o AT CENTERLINE o 2745 12"SO 2745 2755 __ > -r 2755o0 MATCH EXISTING (4:1 SLOPE) 4"PI(8"SLEEVE) + Co� ?s N C) Lo oo v c~\r + 8% ---- + ti uu-'-3 r II > O FINISHED GRADE EXISTING GROUND a FINISHED 7",DE \- T u v N v~) u AT CENTERLINE AT CENTERLINE a II Z AT CENTERLINE J II 2740 2740 2750 N W w N 2750 4 79 __ 2.00°/6 O r w o w N r% N N N N c" a QJ M o rH r 1� M QJ 11'J O M CA M O M a2 CD 1� W cD N W V O a0 Co cD QJO MO N L[) N 0p Illm MCD O or Cop a ch r N N Ion aq Il9� r p N0o a ui r m 1� COO Moo cc r_: r cD In V mC'i rr O,O M W 1� cD 1� M 1� p W p 1�T IoO 1CJ cD � LfJ N M rN O ci CA r I� IfJ Lf) IfJ Lf) In Lf> IfJ Lf) IfJ LD IfJ Lf) LD a V V V V M cD ICJ Lo ICJ LC) IJ�LC) r1J LCJ IfJ Ln IfJ Ln Io LD V V rr` r-I- rr- Irr- rr` n � rN. N. rrr- r` N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Q J LU Cn o U_ 0 z °C ALLEY PROFILE y Q 2770 2770 0 w � m a LU ci J Q Czm O Z J w O O O Q mU W u_ U CD C.7 Z U 2765 0 0 m = a v) u) 2765 N w M y v > CD m U O M w N oi O O m O N M I) O O Lo + CD W O Lo ID l!') 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AMITY ROAD 5'S \ 10'S/W Ir 2758.65 BW/PT/GB 14+96.45,36.00'R t CIVIL INNOVATIONS 2758.47 FW/PT/GB 2758.69 MOB a \ \ w o � 14+96.45,26.00'R 14+96.45,38.00 NORTH R ` 2758.60 BW/PT/GB 15+00 W \ 14+90.25,31.00,L ° 2758.51 FW/PT/GB 2758.31 VC 2.0% 1.8°k 9.8% 2757.85 FG CD 14+90.25,26.00'L 14+96.45,18.00,R 14+96.45,46.50'R oC \ 2758.64 FCD G/GB I I a Cm ` \ \ 14+90.25,133.00'L q II N '� R=50' R=60' � \ 2757.38 FS/GB 9.3% 1.8 2.0°� 2758.35 VC a i Z' \ C 2jS6 2j$) 14+90.25,46.50'L 14+90.25,18.00'L V / \ y R=55' I I CD R=50' 40'RIGHT-OF-WAY ae q q °D / \ h Z r / \ \ ` \ w I q I LU 00 20.00' 20.00' o o rI \ \ O F j N C INSTALL 10'WIDE PATH I a / 2758.66 BW/PRC/GB T ` 2758.60 BW/PRC/GB II o� co Fp (SEE SHEET C.303) ?j I o 0 18.00' 18.00' / 14+73.99,31.64'R \ Cal c co00 r4 S�3gFs/� \ \ 14+71.93,207.86'L I ��a y q 2758.70 FG/GB \ \ m CD °O ?tsS,gsF l p/RR ,834 46 0,Z �� \ I q oro r8° / 14+73.24,33.49'R \ \ a } ( w Fp r4'`�so0 eoces° 0° LC I C2 lio ~�° // I \ W m 16 .80, �a N\ I 1 �a� \ Q L L� o R, ` o o co 14XSs3sFS/G, ` `v�l o�� 2758.64 FG/GB ?tsS��80,82 B 14+71.26,29.74'L 2758.52 VC/FW �' `2758.48 VC l i Z / 2757.85 FG/GB ` r4x6?'I FS/GB 3 ��% pl�R o LO w\ 0 14+63.12,18.00'L c 14+69.32, 18.00'R �= a I / \ ?tSs2 92,g$9 l� / N \ ° rn 1 / u;/ 14+63.27,46.50,R 3FOjGe9� o / 2758.69BW/PC/GB R=50' CD W 2758.51 VC �+ o� PROJECT SITE ` $998 863 1 Fp 14+55.27,25.00,L 8% I EXIST.POWER 14+65.00,18.00'R �1'g% \ \ LAVENDER HEIGHTS ` 3 2758.73 FG/GB 1 TO BE REMOVED/ SUBDIVISION N0. 1 q 2758.75 BW PC GB _RELOCATED ` a � / / � \ o O _ _ 2758 BRIDGE CROSSING 14+55.27,27.00'L p 48% - PIRR BY OTHERS - - _� 14+55.27,28.00 R I 2j$4 FX/ST (�P) 14+55.27,18.00'R IRR - _ IRR \ PIRR PIRR Q TOgF /RR/Q,qT/ ?ts8,?T 1.7°k 2758.57 MOB 1 1.8% 2758.79 MGM I ?ts3 (MgT��$8,8�$9 ?) 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YELLOW LINE,BEGIN WHITE EDGE LINE, SUPPLEMENTAL DWG.NO.TS-1112, uw RIGHT LAB 27+05.65, 19.45'R ITE 23+07.73,5.50'R TURN EXISTING 4"SOLID WHITE DWG.NO.TS-1112, 24+87.19,16.50'R MATCH EXISTING STRIPING DETAIL#12 Q �z PROPOSED EDGE OF PAVEMENT,TYP. 4"SOLID DOUBLE ( END 4"SOLID WHITE STRIPING DETAIL#15 END 8"SOLID WHITE END 4"SOLID WHITE 4"EDGE LINE , EDGE LINE STRIPING Q 100.00, CHANNELIZING LINE EDGE LINE,BEGIN 4" YELLOW LINE TAPER ) EDGE LINE, (MATCH w BEGIN 8" WHITE Q � EXISTING STRIPING) Q SOLID WHITE EDGE DASHED LINE LINE TAPER Q � y � z z � y Q iI o,, I ❑ EP \ \\ \\\ \\ �\ \\ "f\\ `\ram ros CO I o \ � M w I FP ❑ FP \ \\\ fG\\ \\ °e \\\ \ °E\\ \ \TOE \ i"i"i LU w Cz � rOE ° ° ° ° ° ° ° a d ° ° ° d ° d 1 \a \ \EG \\ \ r \ TOE` s O J W 4 1 30+81.60,13.00 L, d PROPOSED EDGE OF PAVEMENT,TYP. d S ° 1 I /°I d o I I ° a 34+16.35,13.00'L d ❑ ° d d I Od d d ° d d ° ° d ° ° ° ° ° d \ \ \ \ \ \ \ ❑ \ d ° d ° ° d O d \ \ 0 Q fG \\ \3p1\ \\\� d ° END 4 SOLID WHITE PROPOSED EDGE OF GRAVEL,TYP. ° ° d � I END 4"SOLID WHITE ° \ \ d ° �� d d d ° I d I1 � I m 1 ° \ TpB \ \ EDGE LINE TAPER, EDGE LINE,BEGIN \n \ \ oB \ L U 30+75.26,13.13'L EXISTING 4"SOLID WHITE I I I I I e \r°�\ \\\ \\ O,\ Q BEGIN 4"SOLID WHITE BEGIN 4"SOLID WHITE I \ 4 SOLID WHITE EG W EDGE LINE _ — — — — — — EDGE LINE STRIPING — — — — — I I m i - — — EDGE LINE TAPER — — — \ \\ — — — — EDGE LINE TAPER — — - I — — — — — — — — - — \\\ram \\\ \\� \\ a°l\ e Y (MATCH EXISTING EXISTING EDGE OF I \ — \35+46.35,10.15,L \\\ ca Q --TOE TOE STRIPING) - -ME - - TOE B TOE __ __T° _ _ PAVEMENT,TYP. o -- __ ___--T°E ----- -E D 4"SOLID WHITE _ _ _ ___ ____ N Z— - - —TOE - R t0E \ —TOE —————TOE TOE ———TOE —— ——TOE —————TOE EG EG EG EG EG EG E EG EG EG — o 4EGEG —TOE —ME EG EG EG EGiOE EG TOE EG EG ` EG EG —ME EG EG EG EG EG EG EG EG EG EG EDGE LINE TAPER,—————EP—— — EP——_ CAUTION SIGN 'r—EPa— LU EP—————EP—————EP— -———EP {� P—FP———EP_ EP ——_EP— EP —— EP EP Toe ——— EPT ----EPT0B — — TO ---�P—T° —— fP Tea E�—TOB — �� EP EP EP EP EP EP EP EP EP EP E EP— EP EP (MATCH EXISTING DELINEATORS — Oe B a-EP-----EP— EP -EP----- —EP--- - d � --TOB -- TOB - --—TOe O --- TOe ----TOe ----—TOe - TOe STRIPING) EP — TOB —EP— EP———— — EP EP EP / \ �- -� � EP EP EP EP EP EP EP — E. LAKE HAZEL RD. EXISTING 4"SOLID DOUBLE YELLOW STRIPING cD E. LAKE HAZEL RD. o -�to + PROJECT NO. 20 0610 LH1 M M �� M M co DWG FILE C.207 EXISTING 4"SOLID DOUBLE YELLOW STRIPING DESIGNED BY BT � EP EP EP EP ,. EP _ DRAWN BY JTA ' EP — - -EP EP EP EP _ EP EP EP EP - -- - - - EP I i ➢ EP EP EP EP—————Ep—————EP—————EP EP __ --EP _- CHECKED BY BT s �, � / ISSUE DATE 08/04/20 EXISTING 4"SOLID WHITE HORIZ.SCALE AS SHOWN EDGE LINE STRIPING ❑ I VERT.SCALE AS SHOWN EXISTING EDGE OF PAVEMENT,TYP. C107 SHEET 9 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg INSTALL TYPE II STREET STRIPING, SIGNAGE AND LIGHTING PLAN STREET LIGHT w SCALE: 1" = 50'-0" HORIZONTAL ( ) IW s FUTURE LAVENDER > r INSTALL TYPE II 1 � ¢ FUTURE TYPE II a I W a HEIGHTS SUBDIVISION a 75 50 25 0 50 100 t a STREET LIGHT a z STREET LIGHT MATCHLINE - SEE SHEET C.209 10 5 ( ) z 5 MATCHLINE - SEE SHEET C.209 w CIVIL INNOVATIONS 0 ME IN MEN �� .WN ma HORIZONTAL SCALE IN FEET NORTH 1 18 y N STREET LIGHT NOTESCj FUTURE E.MAINACHT ST. — — — — — 1 y � ° I vi 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN mij ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE BLOCK 7 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND mij a 9 THE NATIONAL ELECTRIC CODE. FUTURE TYPE II W I 19 6 r 4 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR STREET LIGHT C-3 s TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT w U) j HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/TO y w OPEN A PERMIT AND REQUEST INSPECTIONS. TO w FUTURE LAVENDER 3 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE = r BASE REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND O L r F= HEIGHTS SUBDIVISION FUTURE LAVENDER 7 BLOCK 8 I ' ASSOCIATED WIRING. C/) N °O r 6 20 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM C ti ao 0 FUTURE TYPE II HEIGHTS SUBDIVISION 8 3 FUTURE LAVENDER TREES,5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER CO °O .> HEIGHTS SUBDIVISION m p i2 0 STREET LIGHT METERS. ® C� 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. Ld 2 ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO Q C/) w BLOCK 9 f �E THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD O m z 3 -- -- I 21 INSTALL TYPE II 2 COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO cw O 3 y STREET LIGHT REQUESTING FINAL INSPECTION. Z s I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY � � FUTURE LAVENDER COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING HEIGHTS SUBDIVISION I 'I r \ \ I UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. 7. STREET LIGHTS ALONG E.BOTT DR.AND S.HILLSDALE AVE.SHALL w LL; E.H�DOpr BE METERED. BLOCK .I j FUTURE' 24 h E Sr POOL 'S + 1 FUTURE TYPE II u+ 22 INSTALL TYPE II \ STREET LIGHT : SITE 'f = i. I v STREETLIGHT / LIGHTING PLAN LEGEND Na INSTALL TYPE II FUTURE TYPE II COD STREET LIGHT s ° \ \ T Existing Type II Street Light 0 STREET LIGHT 23 s 2 a�� G / City Of Meridian Type II Street Light-25'Square Steel Anchor Base Pole s r s mt l . 's y \ z \ FUT U COTE \/ 4 TORE H/D ��\� Electrical Transformer ' ST j 5 BLOCK 6 ww - -FUTURE E. PHENOMENAL ST.- - - - - - — r - - - - E. PHENOMENAL ST. - - - - - 6 L 7 • I O Electrical Service Box 8 I � ROADWAY SIGNAGE CONSTRUCTION NOTES: �oNAL r \-INSTALL TYPE II // TOE --_,GE _ WW STREET LIGHT .�/ \ \ / �W / I 1 INSTALL 30"x30"STOP SIGN (R1-1) PER MUTCD, WITH STREET NAME SIGN PER ACHD DWG.TS-1114 � FUTURE LAVENDER I I Vl� HEIGHTS SUBDIVISION I I INSTALL"25 MPH"SPEED LIMIT SIGN (R2-1) PER MUTCD �I O 62 TOE ,941200 s / 2 \ / $ INSTALL R4-7 (OM1-1) PER MUTCD OF 1 3 IN FUTURE LAVENDER I BLOCK 1 �' /�/ 1 -_-EG ____EG 4 BLOCK 5 \~ o U�fP I 3 s � " E� —\——E ——— f ��\ [4] INSTALL R3-7R SIGN PER MUTCD O o HEIGHTS SUBDIVISION I :I BLOCK 4 // — ` — G _ —`° —— 5 w fP 2 i 2 3 4 5 6 E 1 — \ 6 c� / r• \\ __ ____ EO 7 F�TUREACCEV\ ROADWAY STRIPING AND SIGNAGE NOTES LU W v v a�� INSTALL TYPE II 8 �� \ j l 1. Prior To Placement Of Any Pavement Markings, Contact ACHD z cc o >_ \\ fP O ° RfMANs 1 INSTALL TYPE II Inspection For Verification Of Compliance With Policy And Existing } Q\ o fP a STREET LIGHT STREET LIGHT s P P y g z a o \ o I ( ) I Pavement Markings. � z z 2. Sign Contractors Other Than AND Must Be Bonded With ACHD And o FUTURE LAVENDER o cU Ob,\\ O o I \ Must Obtain A No-Charge Right-Of-Way Permit. z � � E„ HEIGHTS SUBDIVISION o 0 0 o z d U_ Uj O \ roe �I • CpN�RETE RfMAN I \ I °r. LU FUTURE TYPE II z cc w BLOCK STREET LIGHT o 0 0 \� I 7 I \ Q� oLU v, v INSTALL TYPE II 1 \ LU / �� CD STREET LIGHT � z � � 10 ° f�-- EP Er / I o � i \ cc FUTURE TYPE II— LU = o cn = STREET LIGHT w v, F- - \ • EP`_�I 14 \\ FUTURE E VAC � � zo m I I \,� I 8 I —OB— \ ENSUCE Sr 15 I O \\\ rO e\e c\ —roE \�_ `O I \-�, /l / T \_ rt \ \ \\\� — 12 (, I I I •a �°0 \ -AEG� �_ �'OE� !OE EV>_ \ TOE 1 r O O O roE __ \'cE 13 \ \•$ \ ofo I °Oo o _ —AGE��e` --_T� _ ° 16 I y n TOE _ BLOCK I oo��EP ro'\ ` 17 FUTURE LAVENDER O — �°Q 0 _ P HEIGHTS SUBDIVISION I AEG _ I l l°°o \_ \rGE� �i�� — I CO) I ��o` CO)y TOE IO \yV.U`v/I I EP O LEP \� Ec !oe roe TOE i ll' I 3 I QUO o \ \\\_6 _--ro \\ — �� F— P I M °r I -- EP' O O c1 ° Ec —roe 0 Eq SEME E \ • \ ' _ UNPLATTED it I z °t I �4�PO ° o 00 rCID oe NT Fq \roE\ � �\ O 1 a I STREETINSTALL TYPE L LIGHT II I I:f O o ``EG\ RR ��TER/ T°e r \ 111 Q ^' ( ) FUTURE LAVENDER I _EG ��oEoo \ \==\G \rGE_ \\ram\ oa__-- l p to I HEIGHTS SUBDIVISION Il o o\E _ �_" Pse G;;ram —_T� T. — z Q O� EP—TOE \i6a TOE_ _�Fcr�\ -E'c�_ —__ __T \ Toe_\ Q z W -- O \Q�[� —roE_ OE —____ _ p rOE r0£ \ \\Ec \ —TOE \ \\rOe\ w w I _L (\J „(\`/^/CI �r0E 0�� CD EP o � �`__ _io fie- _ \\r ca G B M TOO —__\ TOE\ \ Ll I l -- J JI \ m P p OO o�\ \`\\oBE \``\\_\_ !� N w I \O 1 —roE E _ w m 9 I 9 i-__ L _______� I fP O O fPV o�c �� ' W s7 1LU L I p O � � �ioe �__ - = W \ \\r 0 oe6_ /FOP- Tof — roE r \ Cc lol -ftI I fh v�EP r°E_ \ °s\Ec (/) 3 V1 I Lft ---- --------- ' \ Uj III l I 1 r INSTALL TYPE II --J III w I STREET LIGHT I I 1 I I BLOCK 2 �� ° \\\\ \ (7> — — -- -- -- --�-- -- -- -- -- -- -- -- -- -- -- I-- -- -- -- -- I� �y o 4 I I III •J. J .1• ° . .. 1• 1 1 S. S, 1 1 s. 1.. J 1 ./ 1 •t f ,t E6 -Toe TOB—— TOE — -B —TOE — EP !`1 E �— {— r — -----To — --Eo ----TOE -----roE ----roE — TOE ---- EP EG -- EG _ EG EP— -- EG EP---- EG E6 EP---- EG EGEP---- EGEP__ `"�G -- EG raE EG —raE EG EG EGTOE — TOE ———— -EG roE Eti ---EGT — -- _ _ _ E -- EP—— —Ep-- EP —EP EP-----EP---- EP—�� v ---- E�--- o�� EP PROJECT NO. 200610LH1 _ roE EP EP EP EP EP ————4S ` p Ep EP EP—J \ EP _ E.LAKE HAZEL RD. DWG FILE C.208 — — — -- — — -- -- -- -- ----------- DESIGNED BY BT ——EP———— EP—— ——Ep ——— EP ————EP EP — /— EP EP �p T0B��— EP EP EP EP ————EP—— ~~— r' DRAWN BY JTA -"=� a�=—EtT� oEii T0e� ��EG-—_ z��— EG EG EG EG EG T—EP—— :— —� — - ___—EP————— —————EP—————EP—————EP—————EP ———EP—— EP— — —EP———— P CHECKED BY BT — TOE —TOE TOE TOE ——EP - -TOB TOO TOB TOO ❑ EP— "* ISSUE DATE 08/04/20 NOTE: SEE SHEET C.207 FOR HORIZ.SCALE AS SHOWN IT E. LAKE HAZEL ROAD VERT.SCALE AS SHOWN STREET STRIPING, SIGNAGE AND LIGHTING PLAN Cm208 SHEET 10 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg 1 STREET STRIPING, SIGNAGE AND LIGHTING PLAN BLACKROCK ■ SCALE: 1" = 50'-0"HORIZONTAL SUBDIVISION 75 50 25 0 50 100 r _ a — • CIVIL IN T' NS HORIZONTAL SCALE IN FEET NORTH F7:`� Xx rTOE oe ` =78a` eol= �8`e aol___ __—_Tw ,tir qu als —111 STREET LIGHT NOTES C.� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN mij • ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE imij BLOCK 9 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND FUTURE LAVENDER BLOCK 9 THE NATIONAL ELECTRIC CODE. am HEIGHTS SUBDIVISION 11 10 9 8 7 6 I 3 2 1 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT IMPRESSIVE EAST RIDGE HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO cill I m SUBDIVISION N0. 1 OPEN A PERMIT AND REQUEST INSPECTIONS. o I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE w 0 I I BASE REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND O 0 o ASSOCIATED WIRING. cn N - N I I 4. STREET LIGHT BASES SHALL BE LOCATED 1 O'MIN.FROM j °O o I 00 INSTALL TYPE II I 1 TREES,5'MIN.FROM FIRE HYDRANTS AND 2'MIN.FROM WATER _j � o STREET LIGHT to METERS. a Y — o ' 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. Q cwi) ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO w 13 THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD O LLi m CD E. BRACE DR. COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO co _ 12 — — — — — — — — — — _ — _ — _ I REQUESTING FINAL INSPECTION. o I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY 2 r COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING — I UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. \ / j s r I 7. STREET LIGHTS ALONG E.BOTT DR.ANDS.HILLSDALE AVE.SHALL I BE METERED. 14 � INSTALL TYPE II 1 9 i 3 ,I STREET LIGHT U — ( ) ' INSTALL TYPE II INSTALL TYPE II a \\ 13 2 STREET LIGHT STREET LIGHT z 4 s ( ) 8 10 ( ) L FUTURE LAVENDER I a 4 r HEIGHTS SUBDIVISION 15 I -- y � I I I e \ I 1 I BLOCK 7 BLOCK 8 r 12 3 7 I $ FUTURE LAVENDER I EXISTING STREET LIGHT 16 I HEIGHTS SUBDIVISION I INSTALL TYPE II II I STREET LIGHT I o'S ALL t ( ) I CIS T 11 4 6 I I R62 Ull °N 17 INSTALL TYPE II I I ( I ��f OF O� I STREET LIGHT r W I MIN P-,S' ( ) ui r FUTURE LAVENDER > INSTALL TYPE II ¢ � FUTURE TYPE II CC HEIGHTS SUBDIVISION ¢ I I IMPRESSIVE EAST RIDGE a STREET LIGHT a , z I LU 10 5 ( ) z 5 J STREET LIGHT U w SUBDIVISION N0. 1 m I cc U a o MATCHLINE - SEE SHEET C.208 i 18 H r MATCHLINE - SEE SHEET C.208 �; w LU o % /�\ = o z V� H Iz � 0 } O y I BLOCK 10 I z a o m I,_I z w j BLOCK 7 a I 2 1 o z � p J I 19 9 6 4 z = c� _ I o 0 o z o� O w i I o w e > Uj a w _ __ __ LIGHTING PLAN LEGEND z o LU C N s ¢ O z O LL C) U.) O FUTURE LAVENDER 20 7 BLOCK 8 Existing Type II Street Light z m LU HEIGHTS SUBDIVISION 8 3 FUTURE LAVENDER o cc HEIGHTS SUBDIVISION z I City Of Meridian Type II Street Light-25'Square Steel Anchor Base Pole o 1 w ¢ o 1 BLOCK 9 ar 1 FUTURE LAVENDER o _ 21 = f INSTALL TYPE II 2 / z 1 HEIGHTS SUBDIVISION 1 Electrical Transformer y. STREET LIGHT �) OElectrical Service Box T ROADWAY SIGNAGE CONSTRUCTION NOTES: 24 I OOOTF S, 1 ` 0 ' r • , � � .� FUTURE TYPE II i 22 INSTALL TYPE II \ STREET LIGHT INSTALL 30"x30" STOP SIGN (R1-1) PER MUTCD, Z STREET LIGHT OIJ1 WITH STREET NAME SIGN PER ACHD DWG.TS-1114 Z INSTALL TYPE II STREET LIGHT ( ) \ , �/ 0 "( ) \ INSTALL 25 MPH SPEED LIMIT SIGN (R2-1) PER MUTCD O � O UNPLATTED � " d / Z, $ INSTALL R4-7 (OM1-1) PER MUTCD y z 23 2 /� � � 3 � f 4 \ FUTDRE ® O INSTALL R3 7R SIGN PER MUTCD MEN! z - — 5 Ww E NIDDOTEST L) E. PHENOMENAL ST. - - - - - - BLOCK 6 �_l O m O J 2 I o 7 L ROADWAY STRIPING AND SIGNAGE NOTES = Q z r — 8 I \ 1. Prior To Placement Of Any Pavement Markings, Contact ACHD y w Inspection For Verification Of Compliance With Policy And Existing z Q °E Pavement Markings. o CD 3p1 2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD And 301 1 ALLEY / FUTURE LAVENDER I j _---- Must Obtain A No-Charge Right-Of-Way Permit. Z LJJ z HEIGHTS SUBDIVISION 1 \ C 1�! � r/ FUTURE TYPE W 1( 2LU / STREET LIGHT 3 / LU f • EG \ --30 4 BLOCK ~� ��\ ---- BLOCK4 EG - -E ----EG 5 \ L - G Uj 3 4 5 6W \ 7 Z BETE REM r I I• 'j \ INSTALL TYPE II w aW \ I JI W W I \ q"s l INSTALL TYPE II � STREET LIGHT .9 � STREET LIGHT ••, \ �\�) / I \ / FUTURE LAVENDER i \ E HEIGHTS SUBDIVISION ,. V AlENSO�E PROJECT N0. 20-0610-LH1 "cRETE REMANS I \ I FUTURE TYPE II BLOCK STREET LIGHT DWG FILE C.209 1 DESIGNED BY BT DRAWN BY JTA -I 10 FUTURE LAVENDER CHECKED BY BT 11 \ FUTURE TYPE II HEIGHTS SUBDIVISION \ /04/20 EP / \ F E STREET LIGHT ISSUE DATE 08HOW 7T--" 8 1 14 / \ UT UR E VA`RNSOLEST HORIZ.SCALE AS SHOWN 15 � \ \ I VERT.SCALE AS SHOWN C109 SHEET 11 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.207(Striping Plan).dwg \ _ GRADING PLAN SCALE: 1" = 50'-0"HORIZONTAL I . ------\ � -- ---- a 75 50 25 0 50 100 W MATCHLINE - SEE SHEET C.301 a — — \ \ \\ MATCHLINE - SEE SHEET C.301 IN m \ •� ; \ -- � ■W I ■_— CIVIL INNOVATIONS w \T\ \ H r �\ \ \ \ 7 . \\ \ -2750 — _NORTH HORIZONTAL SCALE IN FEET \ FUTURE E.MAINACHT ST. \ \�, :� - o - - � - - - - +I-� - - - I � Cj - w VQ IIQ I I �� vs II � \ - - - \ \ _ w Ld 1 \ \ - - - \ \ \ � _ -2760 \ � \ \ \ \ \ \ \ \ \\ \ Qom - I �41 SLOPEISTYPG w JI / III // i� I v _ cc 1 ■� ------ ------ f. --- ----- ----��---- ------ \ — \ S \ — — — — — — — — ti FUTURE LAVENDER FUTURE LAVENDER \ \ - \ t \ I \ \ - i / / o HEIGHTS SUBDIVISION HEIGHTS SUBDIVISION w 00 \ _ \ s9 - \ \ \ I/• - - - \ - � - - - 2755 O F- N o co MATCH EXISTING -I / - - - - ---- ------ -- FUTURE LAVENDER -� / - /\ h� J 00 ao - - ------- <----�----- -- -- ---- ---------- \ \ - HEIGHTS SUBDIVISION / I / / m p o0 0 \ \ 4:1 SLOPE,TYP. 1 - _ - - \ --- --- / / — o CZ CZ vMATCH EXISTING \ -- -- I ---®---------- --+-- V v — v ------ v v �55 / I _ / / / LU 4:1 SLOPE,TYP. �I 1 _, - - - - - \ - LU \ I f\ \ 2758, \ \ \ \ /I I I II / / O LL; m Zo FUTURE LAVENDER I I ___ \ - I I FUTURE LAVENDER / Cy') _ HEIGHTS SUBDIVISION I ': f \ \ \ \ \ \ r I I m HEIGHTS SUBDIVISION/ // o �2760� J 2758 v 1, f • - l v � < / i FUTURE LAVENDER \ \FUTURE 'NIOC r POOL "' \ \ TES HEIGHTS SUBDIVISION W \ I r 1 1 >s� i i \�\ Dl 4q l� l\� \ \\\ �' `� O I \ II \\ s o \l y -- ------ - --- --- — Dl4g \ \ FUTURE E.PHENOMENAL ST. f 1 f\ 151 \ \ p0 `L E. PHENOMENAL ST. f �I \/ / r Ww FUTURE �9 / J I / \ F HIDt;OtF ST. l I O / 2755 I r \ -- __ W I\ _— \ 1 �L l • • \ � IST�'+ n n� TEMPORARY DRAINAGE— POND. O 4l� SEE DETAILS ON U)i Al DETAIL SHEET. N I \ FUTURE LAVENDER BTTM POND=2751.50 - �'� /Os��aD�o TOP POND=2754.50 2752 1 s ;l \ I / ��/ //i Sg HEIGHTS SUBDIVISION - /7 \ �2 2757 - O F 755-- N \\\ \ \�\ / / MIN -D co - MATCH EXISTING \ ^ \ - / o 4:1 SLOPE,TYP. \ `�' \\ l \\ I\ -12758- `" 7 -EG --- �» FPS � Fl- lf7 1 I` f \ —'� •— Ia•f � —EG ————Ec •/ / _ �— Ire IN N I i \ \ \ \ \ �- - / 7 / \ 7 -_ ----- -- ��E - �FUT(/REq� \ / l J/ U o CFy_ -----� - / / u, LU f — R meµ• F— vi \ °pNCR� I I I / \ �\ \ /r / W / I / �---- I �x it Q \ O h� z ¢ o `T \ _ \ MATCH EXISTING �I w z \ \ / \ Wa 4:1 SLOPE,TYP. \ o z 2754IW II / z U) E. V AIEAISQ1 / \ � % ` \ � � � o \ � \ -��_+ - \\ \ //� � \ �° \ - - \ 2757 / \/ - i \ \ES\�/ I 1. .' \ ✓ HEIGHTS SUBDIVISION4 W \ \ \ aLUz w a W OC \ O cq U _27\ \\- f \ 2757 I I y D/ `� \ - - - - o w 2q Q h I -2758 \ o � � o _ \ _ \ LU LU 2756 - / \ \ - - \ \ \D128 EP I I I \� \\ < o x FUTURE LAVENDER cc HEIGHTS SUBDIVISION \ o ¢ o0 \ -2752 \ \\ - EG S2 \ ` / \ l,�-- j \ l i ' \ \Sp/-F St.. I \ \ w M P _ I 2jS2 �\tea \\ �♦ / `, ' - - - ` / ///'\\ \ \ \ \ / - -2756 2756 - Iljll _2755 Ir /s� _ �' l i=-h- 30.__ TURFSg9 T L / I \\ \ URF \ \ MATCH EXISTING ��2752\\ J \ 9g 3:1 MAX.SLOPE MATCH EXISTINGo -�� 2755 -- s \ (( -�\� \ / / ~_ \ \ ■ U~� 3:1MAX.SLOPE \ '275�° 2750 -w ��11 \ w�MATC CJi — — Lf) \ P EP \ v — �� \ s. / \ ` N 4:1 MAX.SLOPE n \ �EG l_� ✓ /_///� I \MATCH EXISTING o \� _ \ _ \ o -MATCH EXISTING\�\ _ 4:1 MAX. SLOPE ml T -- \ \\ \ Z_- �o (AT NORTH TOP AEG `z� -- _\ ��EG- -EG O !� OF BANK),TYP. _ -� - - - �755 l \ \ O a ( r \ \ \ EP 0 tFQ T o �� FUTURE LAVENDER I I � UNPLATTED \ \\ HEIGHTS SUBDIVISION I \ \ \ \� II '"\ o I \ \ I \ -- - - - - - I. O o � � \ -'?>ss EG, -E�R\ �� \_ \ / III III \ - \�I Q Q MATCH EXISTING ---� - ---- 1 :1 \ \ I I I _EG o EP_0 0 \ _ \ - �\�G \?7 \ - 3:1 MAX.SLOPE - \ I \ � o O o E \ \ S5 �e`- - - --� / 2155 �Y rIr CD ll _ z --- FUTURE LAVENDER / \ \ ebP o 0 of \ � _ 2755; rGE _ _ \_ \ I 111 I \ \ C 0 0 ---i HEIGHTS SUBDIVISION / L_ rG r`� SS _\� \ \ � I B I \ • IT CDC --, oCD 2753 - - - �\ LU 1q0 �--MATCH EXISTING I �m ii �m - - - - - - \ V I EPo o �� `� - �- ��\ - ��E==A v \ \ Cm �� _ -- MATCH EXISTI 3:1 MAX.SLOPE 27 \ I ii - \ \ \� II \ �C�E o 00 o -_ °a - - � NG\� ✓ I I \ FUTURE LAVENDER 8 SS\ w __ __ I \ / m I \ o ;=o - \ ✓ _ -_3:1 MAX.SLOPE - � \ HEIGHTS SUBDIVISION W I \ �� I I \ GHT \ MATCH EXISTING- 3:1 MAX.SLOPE I I� \ I � � / I 27 •� �_ 27 V` v v \ ------- - 5¢ 53 L \ LU w Q o m r MATCH EXISTING _ ca 1 3:1 MAX.SLOPE I \ 2753 - - - - \ + W I \ - 2753 \ -2752 02� �� \\ �\� SB / SG 1 `� a r• ---- — a.------ ---T---•f------- — — —I'--- -------- -----•--- -------- . ------ -- --- —a------f----- --°f------ -- --- —I'-----•— ----- 'f ------------- ---- --�----- ---- •f •�•------'---- ------- ------- \ \ I ?' f � f y, r. •f .I L •— f .f f. I> f f I,f. \f • l f ; .. 1 1 f 'f - - r ----TOE - h -- ----/ 2748 2747E _ _ _ _ _ _ _ __ I - - - - - - - - - - - 2748 - - 2749. � _� \2750 •. -2751� 2752,, 2753- 727�41I 3:1 MAX,SLOPE_ -- - - - - 0 2 2753��E 2749 EG EG EG\ _ 749 -iG75 roE TnE —--roE — --_ —ro _ roE = y---TO _ --_ —EP— --Ep---- Ep —EP----2VEPEP---- EP--T ` �-� ��--- --- _ �.,��x�� — EP �.. EGC FG EG EGS1 75 2755 EP— 21 P —I—— E —_ 21 Q1=� \ / —— EP—— s=TP—————Ep— ———EP—— P P— — _ P— — — —— —_—_ 27T°B / rc xEnms . __ - ��v 2 °� PROJECT N0. 20 0610 LH1 p EP EP EP�� ` EP EP / / SAWCUT EP EP / A CUT SAWCUT / SAWCUT SAWCU —��— SAWCUT - snwcuT snwcuT/ , E. LAKE HAZEL RD. - - - - - EP--i -EP --- -EP- EP / sAwcuT S uT snwcuT SAWCUT / 3 DWG FILE C.300 2�47 \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ DESIGNED BY BT SAWCUT—— SAWCUT ——_ SAWCUT SAWCUT EP SAwGUi� SAWCUT \ --- — �27 — — — — — — ,i — — 4� — ———EP— — \49 \ \ zS -�P- \ \ G EP _ EP-- -- P -27 —EP Ep - -- �-- - 27q - �2 51- - - 2752_ p ---� _ -EP- --EP - - \ _ -EP-- --EP- DRAWN BY JTA TOEEPA 7 C_ — e�� 47��P— � EP EP EP _8 EP €P �iS \ ————Ep ——y E —— \ ea T6E2/4V "�� EG �(T Zu EG E EP —\ Q �I —————EP—————EP—————EP— EP _ro=—� —_ — ----EP---- EP Ll EP - - - CHECKED BY BT ma�T u� I ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN CITY OF MERIDIAN PARK SITE Cm300 SHEET 12 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.300(Grading Plan).dwg I NOTE: BLACKROCK SEE SHEET C.302 FOR REAR YARD BLACKROCK GRADING PLAN SUBDIVISION NO.1 GRADING AND PRIVATE SUBDIVISION NO. 1 SCALE: 1" = 50'-0"HORIZONTAL SEEPAGE BED PLAN a MATCH EXISTING %--- \- — /- I ! \ \ /\ \ CIVIL N 75 50 25 0 50 100 OVATIONS __ 735 HORIZONTAL TOE — NORTH -- Cj h 0 ti MATCH EXISTING FUTURE LAVENDER 3:1 MAX SLOPE 3:1 MAX.SLOPE / 2748HEIGHTS SUBDIVISION U — LO �U,tlocO�,l��n 3:1 MAX.SLOPE � � �l { �l IIrro I IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 w�F-S i 00 TN CD 3 � o I I / oYo N� LLJ CD 55 DI 7A E BRACE DR LO CDDI5B DI6B Dl7B N Z 775 FUTURE LAVENDER HEIGHTS SUBDIVISION --- - \-------- ------ -- \ - - ---- O OO / 00 LU MATCH EXISTING—] 4:1 SLOPE,TYP. m 2 2745 6p xo'SAL oCO� l FUTURE LAVENDER FUTURE LAVENDER HEIGHTS SUBDIVISION - - -HEIGHTS SUBDIVISION 0 �2 IMPRESSIVE EAST RIDGE- - - - - Q�cs3 j�I�II-II IF1I\ --aa i\`—'em\s-�I✓=\/\r—/.-\--1i- _\\ \—. //_/I /J II I� II\®II I-1 \-I I•I/��I// O`o I _\/—/// _/II _/ti //_//// �l/`/� I)II I \ IlI I Zmz Uc0_z- �i�20_ 4' NO FSUBDIVISION NO. 1 —————— ————————— --- zQ mmwLL __ -2750 CC w �;wwa MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET C30 w z Ay o cc za LU — - - — — — — — LU 2760 MATCH EXISTING � z� 4:1 SLOPE,TYP. w / �w CD z ------ � a o w L- L \ ---- - \ = a LU v°�o � w—.1. ¢ z o n LU cDLU --- -- It= FUTURE LAVENDER MATCH EXISTING -- L---------- ----- ------ HEIGHTS SUBDIVISION a 4:1 SLOPE,TYP. z o _ _ �----- ---®---------- L _ LU 8 177 FUTURE LAVENDER LAVENDERFUTURE HEIGHTS SUBDIVISION HEIGHTS SUBDIVISION/ TOE 2758 SL LU COD NONE - -------- - ----- , g4 D NONE J�r 0 FUT O Sb CD COD o �Ca WN FUTURE LAVENDER — CD Cm HEIGHTS —/U,S TU\U B\IDII I�II\ V I S I 1II4 q`O II IN J/ /l /\\/ I III vI I II I I I W 2757 DI L--- UNPLATTED } -i2758- EG W FUTREA <E\ 56 U ZW MATCH EXISTING 4:1 SLOPE,TYP. ill V275E \E Sr FUTURELAVEN'DER HEIGHTS SUBDIVISION PROJECT NO. 20-0 610-LH1��J57 DWG FILE C.301 — DESIGNED BY BIT BY JTA 56 P 6 FUTURE LAVENDER CHECKED BY BIT SUBDIVISION S ISSUE DATE 08/04/20 P HORIZ.SCALE AS SHOWN -2756 VERT.SCALE ASSHOWN- co 2760- _ ___Z755Cm301 SHEET 13 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.300(Grading Plan).dwg I cs CD CD cs CD cs co M M CD M M = BLACKROCK cs cs CD CD cs cs cs CD cry cs CD cs 0cs cs z z z z z z z z SUBDIVISION N0. 1 z z z z z z z z z z z z z z z c w a n o In ao 0 co d1 (D O O CD V clI DJ CAD ? V CD O_ lf7 CD 119 ., N r M (D } M r LCR O N N N N N O O O O d7 O O d1 O F W I� I� I� CO (D LCJ V -,*- -IT V 1 L/') ll'7 lfJ 11") 117 N N N V � V V V It f r r rl O r\I � � � r � ti CM Cq ti� N N N N N N N N N N N N N N N ,� N N N N N N N N N N77"701- , - 2752.66 FG/GB- - ---_ _ _ °_- -_-- E°, - � -- -- �-�--�° 2751.31 FG/GB-°° ----- � _ -- � -- °° -- - "° - -� � \ \ -- =2753=-- ° _ -- - - - - _ _ __ _ - - - - - - - Cj ---- "° --- --- _ _ ----_- - -_- -- � _ e01 a°� 2750.30 FG/GB � � _ g � a° _ \ - bE TOE -f0� TOE'- �6F-------- TOE - ------ - ------- - -- --- --- - - �QE. Tnr ------ TOE __-_-TOE -- 0E= ��_TOE -- - - -_ O= - �= -L /G -- E =1= - - =2753= _2751.66 FG/GB--T°° -----T°a - - - - - - _ - - - _ _ _ �� _ ----- - 274410 FG/GB - - 1.0% -T°" -==-� --T°" ----T°" - 2750.31FG/GB=_=�_===T -- - - - - -- - - _ o - 1.0 2749.30 FG/GB- �� T°e - - -T°e 2748.13 FG/GB- __ v3 e01 - -T°a ----- ----_ ---T°e -- - 310 =__ - - - - - - - - - - - - - 1.2°/ 0 1.7% - - 2746 31 FG/GB' °a 274 . F 2752.66 FG/GB `o PSB 11- 2751.31 FG/GB PSB 10 2750.30 FG/GB - - - - - - PSB 9 - - - - - - - - - - - - - - _ - - PSB 7 T°° 1 OE ------- ----- --------� ------------ 274913 FG/GB 2747.31 FG/GB 2744.10 FG/GB -- ------------ ------------ - --------- - --------------- ----- ----------------------- -- -- - - --- --------------- ------- ------- ------------- ---- - ------- FUTURE PRIVATE -- __- ----- -- I 2750.80FG/GB 2749.96FG/GB \ ------------- __ ---- _ SEEPAGE BED � 1 __ _ _-_------- ----- -------- 2752.19 FG/GB I I � 2748.19 FG/GB _ � __ ___ - INSTALL NYOPLAST 8"DRAIN BASIN \ INSTALL NYOPLAST 8"DRAIN BASIN I ---- INSTALL V-DITCH_ INSTALL NYOPLAST 8"DRAIN BASIN (1'DEEP) /----___ _-_ _ -____ T -------- - -� � I WITH DUCTILE IRON GRATE I \ WITH DUCTILE IRON GRATE -{____ -_r--- 2755.80 FG/GB 3:1 MAX. SLOPE TYP. WITH DUCTILE IRON GRATE WITH 4:1 SIDE SLOPES,TYP. 3:1 MAX.SLOPE TYP. / --- _ o - - -- I ( ) RIM = 2749.38 \ RIM = 2746.40 ( ) '-- Z T T RIM =2750.36 I INSTALL NYOPLAST 8"DRAIN BASIN 00 \ 4 INV OUT(W) = 2747.55 4"INV OUT(W) = 2744.57 I -'--- \ 4"INV OUT(W) =2748.53 INSTALL NYOPLAST 8"DRAIN BASIN I I WITH DUCTILE IRON GRATE 2747.77 FG/GB ----_ O F- Cv o 1 \ \ \ 00 WITH DUCTILE IRON GRATE I I I I RIM = 2743.25 � I o N \ \\ RIM = 2748.19 I I I I 4"INV OUT(W) = 2741.42 O� I oo \ BLOCK 9 \\ \ 4"INV OUT(W) = 2746.36 I I w m p o LU LU FUTURE LAVENDER I 1 \ \ \ I I w I Q � -- HEIGHTS SUBDIVISION I \ 11 � r s LO � 101 N 9 8 �I 00 I m LU LO \ rn \ O z I N \ N c�� N N �- (� v ti N �'�,z I LL O N i CD = I Z C \ ' INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN INSTALL NYOPLAST 8"DRAIN BASIN WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE BLACKROCK WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE WITH DUCTILE IRON GRATE RIM = 2737.22 RIM =2731.05 RIM = 2731.05 SUBDIVISION NO. 1 RIM = 2738.09 RIM = 2741.70 RIM = 2743.53 4"INV OUT(W) = 2735.39 MATCH EXISTING 4"INV OUT(W) =2729.22 4"INV OUT(E) =2729.22 4"INV OUT(E) = 2736.26 4"INV OUT(E) = 2739.87 4"INV OUT(E) =2741.70 I v vvl/� cs cs co cs CD CD co cD CD co CD cs cs cs cs cs CD co cs CD CD r� crs co cs cs c� co cs c�c� c� cv cs cs cs CD CD cs' cD co CD z z z z z z z z z z z z z�z z z z z z z z z z z z z z z z zz z z z z z z z ;C0 z z z M CO ' O M D_ O V W) O O O O d7 M N M -M N O I M I` ED I N O M lf) O M M M Uf C•M M N C"D y M M [0 a0 V M o0 N cD ER aO I` O CD o0 l V I M fD V CO oD[O \ N M N co CL / CMD ti m r M O F N N N M lfJ CD fD cD cp I- C0 M O OW cD nN N N N N N N N f� f`M co co � n r-- n N_ r- I�-I.- f� / � f� f� f� N N N N N N N N`N N N N N 30�- N N N01 - N N N NN N N -N N I� N N N N N N 1 -- - - - - - -- -- -- - - - - NAL / � \ /� � \ � \ � R \ 2735- / � ' - - - - - - _ / � - � � - - �_ _ / � / 2745.13 FG/GB / �J e 2744.10 FG/GB- "°, / / 2737.93 FG 213 FG/GB - - T- --- E.--- � , - 2738.88 - - - - 2742.60 FG/GB2744.49 FG/GB 2744.95 FG 2744.13 FUGB 7 _ - - ---- - ----�--- --- - /1 / FG2743.10FUGB--- °" - - 9%-;0 �T°E -_- 2736.93FL v - _ T° ---- -- ----- ------ --------- - ---------------- -- -- - NGti1 2732.05 FG/GB 2732 05 FG/GB / -2737.88 U B .1% 6 . _ 2741.60 FL/GB 2.1/ 2743.49 FUGB 2745.13 FG/GB_ �W PSB 6- - ` - - %-E ---CO' - /� _ °�o 8 2743.95 FL0.8/o - ��0 � 2744.10 FG/GB --\ 2�37.93 FG ---5--- - - -- -- --- --- / / _ ---�-\- °E - 274 - ---- PSB 2 - ---�-�ao - - - - - �� - --- -- - -------- ----- -- ------- ----- -- --�- -PSB31.05 FULP 2731_05SULP - -�-/ -- -- y 27 8 F8 G/ PSB 3 62 0 FG/GB 2744.49 FG/GB 2744.95 FG/GB 2745.36 FG/GB _ - �I„ GB PSB 1 --- _ \ >°E - --- --- ------ ------ ---------- ----------------------- _- 2.2---- 2746.80 NG� INSTALL V DITCH(1 DEEP) 2732.05 FG/GB 2732.05 FG/GB / / INSTALL V DITCH(1'DEEP) _ - - - - - LL WITH 4:1 SIDE SLOPES,1 \\ I 2731.15 FG/GB/ I I / - CO C'0 c I � �� OF �� Q � WITH 4:1 SIDE SLOPES,TYP. / // f O / / \ / �, _ _ N I 2747.37 NG EMI�T P IN --- -- I G- \ \\ I 2745 / / - - - - I / / / I 2747.77 FG/GB ----__ j ___� ---/ - - - ------------ - - - - I w _ I I \ 2740 / / 2747.93 FG/GB 2748.80 FG/GB- 2747.90 ON O� I I 1\---�_- _ \ I ----- 2747.71 FG/GB i - 2751.09FG/GB j _ - - ----_ / I � Q I / / / / / BLOCK 9 �i I 2748.23 NG LU MATCH EXISTING LU W o I 3:1 MAX.SLOPE TYP. -_ 27 \ I -- 1 / - - 2752.93 FG/GB /I Lw I ( ) 2747.34 FG/GB \ 47_ \\ \ \ / I 2747.51 FG/GB 3:1 MAX.SLOPE(TYP.) / / / I I = o z // -2747- - \ I I 1 1 0CL o m 6 \ \ -- 2745 4 / / 3 2 1 Y 1 I rn z > I 1 / 8.00' 5.o0'TYP. z < o /l - - - - 2748- - fi oz it \ \ V A ��v , III / / - - 4' I 1 woU \ \ \ 2747.03 FG/G B ---__ / - - u11 \ \ \\. \ II I / / / / / y/ / N / 1 z � U cn <C I \ \ \\ 2747.12 FG/GB 2747.16 FG/GB I ae \ \ ` \ �� \ -- - I I / / / / �1 0 z \ \ \ \ \ \ 2747.14 FG/GB I / o w > \ \\ I I I / / / / / 3:1 MAX.SLOPE TYP. 1 m E CC z o a a � v � < 2T w 2749.57NG C) � z 2752.93 FG/GBH 2749.731NG cD mLU Q51 \ \ CC \V A \V A \v \\ \�V�� I �• I / // / / I I // / / = I I < z LU � _ _ X o 275 o.so NG " 1 \I I IMPRESSIVE EAST RIDGE E r V A V A\ \V V A\ / / / // / / C'i / / / F C2 I Im ■ I I SUBDIVISION N0.1 2747.14 FG/GB I � C I� I II O L2747.77113413 \ \ \ \ 2747.34 FG/GB\ \ 2747.03 FG/GB 2747.12 FG/GB 2747.16 FG/GB I I o / / 2747.51 FG/GB / / 2747.71 FG/GB / / /2752.93 FG/GBH CNJ�N N r27511 NG ° S ° ° \ ° S ° °° \ °° ° ° ° ° 1 o`MW I ° 1 ° ° / 1 ° l 2747.93 FG/GB �/ T P ° 1 ° ° t-+2752.25 NG Z 112752.28 NG NG O Q \ \ \ \ \ DI 6A \\ I DI 7A I \ \ \ \ \ I I / I y \ \ \ \ \\ \ \ \ I 2747 I I \ \ \ ; \ \ ° m \ \ \\ \\ 2747 w - �E.BRACE DR. \ \ - - - I I I \ \ i / f I - - - - \\� - \\ \ 2748.80 FG/GBi I / LTI III I w \ \ - N / N T I m c) LU I II � 1 _ \ \ \ \ \ \\ \ I I I I \ \I \ 2748 ° j N / I �2752.06 NG\ \ = Q � \ \ \ \ DI 6B / DI 7B I I i\ \ \ I / / I ACn \ - m \ SB6 MW ° ° OSG 6 \° Q i / I O G 70 ° ° \ \ ° / j co 2752.92 NG // = LJJ C r3 ee oe ° MW 1 1 \ �2752.78 NG / z S I C" 1 Q 1 < N I N N Lu F / - - p 2752.93 FG/GBrt - 2752.21 FG/GB p_ GRADING CONSTRUCTION NOTES \ \\ \ \ ° N ` II• I / / / / I / - /I } 1. Prior To Commencing Site Grading Or Foundation Excavations,All Building \ \ \ ° $G 8 I 1 / / I \ I ° 1 \ 2752.93 FG/GBH /---_/_- 2752.30 FG/GB m Areas And Fill Areas Should Be Stripped Of All Debris,Vegetation,And -- -------------- ----------------� / / w ---------- ---------- ----------------f----------- -f-- ---- °° ° ° / Undocumented Fill. \ \ ° I I I I // / / / / / \ ° \ W °C 2. Fill Placed To Develop Building Pads Site Grading Should Meet The \\ \ \ \ DI 8B DI 8A I o I / / / / \ \ 2751.09 FG/GB Requirements For General Fill.General Fill Used For Site Grading May Be ° Obtained From On-site Excavations Or Approved Borrow Sources.General Fill _ Shall Classify According To ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC, \ Uj $g 8 I° I SM,ML,CL(Or Combinations Of These Such As SP-SM)Materials.In \ \ \ 11 I I° / / / / / // I \ I ° 2752.93 FG/GB� _ Addition,The General Fill Material Shall Have A Maximum Particle Size Less \ \ / / / / / / \ \ ° 2752.52 FG/GB- Than 4 Inches And Shall Be Free Of Excess Moisture,Organic Matter And / / / / 1 \I I/ Debris. / / / \ °f 2752.93 FG/GB 4 N Materials That Are Frozen,Contaminated,Contain Excess Moisture,Organic SEE SEEPAGE BED TABLE ON THIS SHEET FOR SEEPAGE BED LENGTH I I / / / \ \ ° ° j N Matter(Such As Stripping Or Roots).Trash,Debris,Stones Larger Than 4 // 4 MMI °�° ° ° S . \ Inches,Or That Classify By ASTM D2487 AS CH,MH,PT,OL,And OH Are Not Suitable For General Fill. NATIVE BACKFILL NATIVE BACKFILL PROJECT N0. 20 0610 LH1 1.0'MIN. 1'-0"MIN. 1.0'MIN. PRIVATE SEEPAGE BED TABLES 3. After The Removal Of All Vegetation And Prior To Any Placement Of General DWG FILE C.302 Fill,The Exposed Subgrade Should Be Uniformly Scarified To A Minimum SEEPAGE BED N0. SEEPAGE BED N0. DESIGNED BY BT Depth Of 8 Inches,Moisture-Conditioned As Necessary,And Compacted To 6"MIN. 2"DRAIN ROCK________________ LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH A Minimum Of 95%Of The Maximum Dry Density In Accordance With ASTM INLET FROM NYLOPLAST _ 4"NON-PERF.PIPE - ------------- 4"PERF.PIPE --------------- CAP END (PRIVATE) (PRIVATE) DRAWN BY JTA D698. 8"DRAIN BASE SEE PLANS THIS SHEET - PSB 1 42.0' 3.0' 4.0' PSB 7 20.0' 3.0' 4.0' CHECKED BY BT 4. After Site Preparation Is Completed,General Fill Should Be Placed In 8-inch WRAP DRAIN ROCK IN NON-WOVEN GEOTEXTILE 4' 4"OF 3/4"PIPE BEDDING TOP AND SIDES OF THE SEEPAGE BED Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The 2"DRAIN ROCK PSB 2 20.0' 3.0' 4.0' PSB 8 20.0' 3.0' 4.0' ISSUE DATE 08/04/20 Maximum Dry Density L Determined By ASTM Pa Shoal698 Stand Proctor 2"DRAIN ROCK /\ 1REAR YARD GRADING AND PRIVATE SEEPAGE BED PLAN HORIZ.SCALE AS SHOWN Compaction Test.Each Lift At Each Building Pad Should Be Documented For PSB 3 20.0' 3.0' 4.0' PSB 9 20.0' 3.0' 4.0' Density. 3' SCALE: 1" = 20'-0" HORIZONTAL VERT.SCALE AS SHOWN SEEPAGE BED PROFILE VIEW 5. General Fill Placed Within Roadway Embankments Should Be Placed In 8-Inch �� PSB 4 22.0' 3.0' 4.0' PSB 10 20.0' 3.0' 4.0' r 30 20 10 0 20 40 Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The LOT DRAINAGE SEEPAGE BEDS DETAILS SEEPAGE BED SECTION VIEW Maximum Dry Density As Determined By The ASTM D698-Standard Proctor 1 PSB 5 26.0 3.0 4.0 PSB 11 20.0 3.0 4.0 CIVIL INNOVATIONS C302 Compaction Test. NOT TO SCALE NORTH HORIZONTAL SCALE IN FEET PSB 6 20.0' 3.0' 4.0' SHEET 14 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.302(Grading Detail Plan).dwg 2753.55 NG 2753.66 FG/GB /7 2j a \ \ \ FUTURE LAVENDER \\ 2753.68 FS/GB / S8 2753.16 NG 275376 NG a o HEIGHTS SUBDIVISION 2753.07 NG \ 2754.06 FG/GB 2753.76 FS/NG a \y / 2759.02 NG \ 2754.08 FS/GB \ 10+08.66,24.98'L 5N o 2753.78 FS/NG \ (MATCH EXIST.) w 275383 NG \ \ ?758 3B HC \2754.45 NG ------------------ 275318 NG / I 118 FS/GB r0 \'� 0 2754.1 2755.23 FG/AP/GB 2753.73 FG/PT/GB tie R 21 0 2754.28 FG/GB ~ 2758 +0p 0p 16.50 / L - \ 2757.02 FL/GB Cj 2754.94 NG 275- FS/AP/GB FARR LATERAL 2753.75 FS/PT/GB � / o� / 2753.60 NG \ \ f ?758 r o� 10+08.66,17.00'L 2754.04 NG 52aFGIPeQNN - - - 2754.48 FG/PC/GB - ' - p� / ap I \H/D�pT f s 10_1.° ?E)pC/HP -,oa 2754.50 FS/PC/GB 15 SIP -_2755 - _ 0 13 ' oEP O o o O O 2° - _�__ - o O 2753.85 FS/PT/GB 10 0 o�_ _- -_2754 2753.95FG/PT/GB \ f00.00, d i oo �P 2755 EP -�� _00 00 00 0Q - --- --- oop, ° o o 2�58 ?7 \°•00 0 \ \ s9� \ 2754.23 NG 2755.35 FS/AP/GB �� - eP -a - " C0.2 0 o O q o O o O Ep 2753.40 NG / a 58.3BAC \� \ \ i ■� 6°h - - - - - - - E -'=rEP O o O /P \ 2754.48 FG/PT/GB �' a _ i NQ 2755.45 FG/AP/GB - - - - - O 1p+00.00, C 2754.50 FS/PT/G� i�o ° 2155 SpF�PPe1Ne 275 94 4 NG55.04 NG \ - - - _ \ \ / / o w a \ r0758•rBEP/p�/HP /`� \ � \ \ \\ l 0 0 5 2754.60 FS/PC/GB R=225- i o O t1 5. 2754.70 FG/PC/GB O I S 2�60 00.0 w ao0 \ \ 2754.37 NG R=235' p I - - - \ 1p.00 r, o 0 55' a s ?75g ,, T - U, O / 2754.60 FS/PT/GB 2� - _ \ \ / a a 3p \ Ora / 2754.70 FG/PT/GB - - - - _ FUTURE LAVENDER O \ �� a \r0�0 gC d� \ \ \ , \ � .o 2754.46 NG \ i - \ \ \ \ 10 5697 FUGB R y \ FUT\ HIDr\T\\ Y oN 0 HEIGHTS SUBDIVISION ° / ?7 16.5p, REE E\ m p i 0 R - J J R=40' 1 \ 0 w m O co O R=105' \ - - - - R=95' \ 2C T FUTURE LAVENDER 2756.10 FS/PC/HP I � HEIGHTS SUBDIVISION \ \ - - J O 8 a m � � 2.0% W 2756.08 FG/PC/HP o 2755.62 NG // wAm ra 2755.65NG / - \ - - - - - - - - \ a ° 4 � 4 oor� o / ~ 2759.68NG 2756.30 FG/PC/HP - a W 4 4 O 4 /m 10+62.83,29.96'L mM 4 W o A. o c* I - - - - - - - _ - - - - - \ \ 8 ro � a � o M/ W ,� W 4 0 (MATCH EXIST.) \ 0 2756.20 FS/PC/HP FUTURE E.BRACE ST. \ 1 � � - _ - - � �I N co H a /� m tri w Iy N SON O_jLN O ^ 404 � / T ro. 1 11�° \ \I - - - °>do Af ,� 4 0 o / w o0 10.00, / N o 0 / O H �'/^ M M rrf0 <r N M 0 / w i 0 Ir $ \ \ \ ----- NOTE: C3 a T/ / I OW 1 \ \ \ 1.PATHWAY CROSS SLOPES z 2 CL 0.00' \ \ 2757 a l I N/ I 1 \ \ \ \ + + cc SHALL NOT EXCEED 2.0%. m a \ w �\ 2755 / xoN AL 1 \ \ 5'LANDSCAPING 10'-0"PATHWAY 5'LANDSCAPING \ \ \ \ 1 r+ 7g Gg W / FUTURE LAVENDER 1 \ 2.NO CROSS SLOPE \ \ 42'73,26 5ca �2 / / HEIGHTS SUBDIVISION __ ALLOWED ON LANDINGS. 1'LANDING T LANDING \ ?756,6p F 2p R ti� �% LU 2%MIN. 1 MPx \\ �js9\ \ 1+51.33 W CG/PC / °� l l Ull„ ��0 62 o/ \II o \ \ \ z 3:1 MAX. 75654HgBC 00'R i f i \3p l MATCH EXISTING `� 3. \ - - - _ �fY \ 11 40./P 56. W 4:1 SLOPE,TYP. OF m of 1 \ o= FARR LATERAL rM - \ �54. 00' �e 78 �� a \ V_ e � i \ 33, R 1 r ?7 fG/ l r \ 11 \ \ \ \ 2 1/2"ASPHALTIC PAVEMENT \ ?756g2 L/P E _° +45.93,23.80'R_ l / EMI N P �� \ ro \ \ \ � \ 4"OF 3/4"MINUS CRUSHED GRAVEL \ r 1�553 / R \ \_ \ 9"OF 6"MINUS PIT RUN 3 24568, / l ,l COMPACTED STABLE SUBGRADE 11 FP/GB \ \\ \ \ 2760 \ \\ \ r1�6433A0 0 \02% N� \ +4g•33,22.O0R / o LU ASPHALTIC PATHWAY DETAIL UO R \ 0.2% / W l CC � C o ?7 / Lu L.0 2.0 1 111 0 1 1 \ \ NOT TO SCALE \ / 11+/ /y1�/,2.0% = 2-- 2 } N \ 233 \ / zCLJ m 1 1 -- -- ?756 40.00' °b > b o \ \ 11 1B FS/pC R r > l z > \ ��4.3 d / wzz 0 1 11 o W 1 \ ?756 3,40.0O'R 22% l\ ' \� LU o 1 1 \ \ \ 1 r 20 FG/fG%p \ _\ 11 I111 0 1\ \\ \ \ \\ �>>33I40.0O'R i ?7559\ - - - - -2759= SUTURE\V \ 2 o 1 \ \ \ \ r275q•9?FUGB s 11+s0.33,22°P/GB / CL °C z L o \ \ \\ f\ \ FUTURE E.MAINACHT ST. f \ 2756 85.g3 26 ?755,92 f °RW / \ , z a N w 1 \ \\ \\ y \ - - - , 20R R,3p, o /r1f82.7323.8pR / l \ \\ oLUz 1 ° LU IVVII /i\ - - - 2758- 2.0% LU z o A. w ¢ o O LU U) J - I� C3t o41 ,'; M W / 2755.40 2755.38 FG/PT t o 2154.92 NG \ \ \ o w a 4 0 o N W Q 10.00, W W 10.00, / l ■ 2754.90 NG - - 4 M v o 2755.60 FG/PT \ __t_- FUTURE LAVENDER \ I / \ '� `"' W 4 0 2755.50 FS/PT \ \ HEIGHTS SUBDIVISION \ a dNt H ' W W FUTURE LAVENDER O R=135i \ FUTURE LAVENDER \ \ Q \- \ I 13 ?FUGB N ^ + H co ci oo O R=125 \ ?753.7 ^ +/uN a o HEIGHTS SUBDIVISION ° \ HEIGHTS SUBDIVISION \ \ W \ OF- +1538, 1jGO 0 N N T W 4 4 00 - -r35S0j cs Arw CD o \ 275396 NG \w �� I°it s 27571a 1 ?75 29.Sp R C// o \ \ 2755.00 FG/PC - T +2 92 FIV 1 % W a T a h \ \ \ \ 13 20 \ _ \ `�` 1 2755 8 66,2 _� 20% l ^ + v CD c \ \54.90 FS/PC \ \ 1 \ \ BLOCK t 1 ° ?75 4 50'R �� N ` \ 275388 NG \ \ \ 1 I: . .{ 9 E, r3 4 76 RC W 25.0% o 2754.80 FS/PC o \ \ \ \ j _\ VA�f sr +2s.66 R ` 12+65 83 30.36'G ZD 2754.78 FG/PC FA 27560 F FG/GB \ \ \ f y HSp`f 5q SB 16.50, �Q MATCH EXIST. 2754.60 FS/GB \ � � ?7 / / ( ) � � � 2753 69 NG \ \• o \ -- -- \ wt' 2�55 13f28. FG/PC/HP <,,h ■� Q z 2754.50 FS/GB o \ \\ \\ 1 j° \ , 0.4% 275 66 130 p ^ ZD 2754.48 FG/GB `P ° 2jSA\ \ \ \ �� 4.Bg EP/p R EP �j cn F- �\ \� o o \ \ v - - \ \ _ - �+c \\\13�2s 66 C/HP j R=40" 275J.54 NG 2jSq\ a \ ��s - \ ? \1p 00' /o `� Q 754,E R 0 IN �°k �'`o \ 13+28.6AC/pC/HP 4% _ �/\ �� \ Q 0 CD EXISTING FENCE �1 \�� o F \ \ \ \ w 2754•6 6 000 �.(/o \ \ / / = w 2E CZ 2E MATCH EXISTING �\ \ E. PHENOMENAL ST. +28.6g 10 s O \ \ \ \ \ FUTURE E.PHENOMENAL ST. I 2757 r3 4EP/pC/ N \ \ w 3:1 MAX.SLOPE o P\ \ /12754.22 NG / \ \ - - f 0p'� EPEG F 2754.70 FG/AP/GB \ T _ - - - 4 76 HC EG i \TUREE GRADING CONSTRUCTION NOTES PROPERTY �\ o 2754.60 S/AP/GB, \ \ T r3 �A� w w ,'r +28'66 rs. / - \ENSo� W - 50 / �� - EST FARR LATERAL o �27 \ a i - _ 27$g92F� O / / s>\ 1. Prior To Commencing Site Grading Or Foundation Excavations,All Building 2754.50 FS/AP/GB S4 - \ 13 Areas And Fill Areas Should Be Stripped Of All Debris,Vegetation,And EAST TOP 2754.48 FG/AP/GB o \ 2755 \ v� / • +28.66,24 N z �\ \ \ , \ -� -? 50 \ - 2753.67 FL/GB �\� 3SCALE: 1" = 20'-0"TEMPORARY TURN AROUND GRADING RIZONTAL W Y Undocumented Fill. OF BANK,TYP. \ F - - - / � \ I • /__ '°I �� 2754.1/ NG \ o r%e - \ ° \ 275? _ 2. Fill Placed To Develop Building Pads Site Grading Should Meet The \2�S4 °�� \ \ n� \ I \ 755.Or B Q < 13+20.01,17.00,L Requirements For General Fill.General Fill Used For Site Grading May Be o _\ 2�Sq y5 \ / \ N \ ` \ 13+2g 66 \ 30 20 10 0 20 40 Obtained From On-site Excavations Or Approved Borrow Sources.General Fill o %1 v \ s \ \ 29,5p,� 2756.36 NG ° 2753.98 NG FUTURE LAVENDER \ \ \�� CIVIL INNOVATIONS Shall Classify According To ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC, \ o - \\ 13+20.01,27.77 L 275 HEIGHTS SUBDIVISION 2752 \ \ N ` NORTH HORIZONTAL SCALE IN FEET W SM,ML,CL(Or Combinations Of These Such As SP-SM)Materials.In 4.8 I 1 -\ �� 2756.38 NG Addition,The General Fill Material Shall Have A Maximum Particle Size Less Po,\ SFS7Gg \ \ _ _ _ h Than 4 Inches And Shall Be Free Of Excess Moisture,Organic Matter And FAR ?�Sq,2�54� ° - 5 2j 5\ y \ \\ \ \ 13+25.04,24.77'L Debris. RIgTFR \\4.�3FFS/GBH o SF0/gg I B 01 co 6 � o aj 2154.IS NG N ° o Materials That Are Frozen,Contaminated,Contain Excess Moisture,Organic 0,2� EP L, 1 ,�3 I 3 8' 3 10, 10' 3' 8' Matter(Such As Stripping Or Roots).Trash,Debris,Stones Larger Than 4 2753.76 NG \ S35FS7 \ ti 1 C DRAINAGE SWALE GRAVEL GRAVEL DRAINAGE SWALE Inches,Or That Classify By ASTM D2487 AS CH,MH,PT,OL,And OH Are 2� GB Fa IN `" a Not Suitable For General Fill. 4' 4' 4' 4' PROJECT NO. 20-0610-LH1 3. After The Removal Of All Vegetation And Prior To Any Placement Of General _ 0 2�5545 m 4• DWG FILE C.303 Dept The Exposed 8pInches,Moisture-Conditioned Should Be Uniformly Nec Necessary,And Com Minimum pacted To 2754.87 NG �2jSS;\\� ° F5i0B ,\ MATCHFXj try° 2% Mp,'(C 1S1 DESIGNED BY SIT A Minimum Of 95%Of The Maximum Dry Density In Accordance With ASTM \ \\ ,553SFS 6B a 2� \ 4:1 MqX 4.�{AIaX• 4 r MqX q;10J D698. DRAWN BY JTA 4. After Site Preparation Is Completed,General Fill Should Be Placed In 8-inch ! �/272j SS25F \` \o q ew/0e WII / \ F ASTM CD _ CHECKED BY SIT Maximum Loose Horizontal Lifts i And Compacted To At Least 95%Of The SS23F�,SGB C4 o 1 1 )\ C33 IN.)FIL OR SAND F ASTM 2-1/2"OF ASPHALTIC PAVEMENT q C33MIN.)O SAND ISSUE DATE 08/04/20 Maximum Dry Density As Determined By ASTM D698-Stand Proctor WALKING PATH GRADING PLAN (SP-3,0.50 INCH�")MIX,PG 58-28) Compaction Test.Each Lift At Each Building Pad Should Be Documented For 2B - T 4"OF 3/4"MINUS CRUSHED GRAVEL T HORIZ.SCALE AS SHOWN Density. 2754.02 NG Wjge SCALE: 1" = 50'-0"HORIZONTAL \ j 3'(MIN.)OF 6"MINUS PIT RUN D 10"OF 6"MINUS PIT RUN 3'(MIN.)OF 6"MINUS PIT RUN 5. General Fill Placed Within Roadway Embankments Should Be Placed In 8-Inch ;2754 I, GRAVEL EXTENDED INTO FREE D GRAVEL EXTENDED INTO FREE VERT.SCALE AS SHOWN 75 50 25 0 50 100 �\ •'I COMPACTED STABLE SUBGRADE Maximum Loose Horizontal Lifts And Compacted To At Least 95%Of The _4 \\ + + n DRAINING SAND AND GRAVEL DRAINING SAND AND GRAVEL Maximum Dry Density As Determined By The ASTM D698 Standard Proctor CIVIL INNOVATIONS ��SQ \ ` TEMPORARY TURN-AROUND SECTION C303 Compaction Test. HORIZONTAL SCALE IN FEET _ NORTH \\ NOT TO SCALE SHEET 15 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.302(Grading Detail Plan).dwg I BLACKROCK SUBDIVISION NO. 1 W 21 PIRR 88± PIRR ---roe -- --TIC -- =ITS - ----o PM R TOE -_-RR TOE - - - PIRR PIRR PI PIRR PIR 171RR PIRR -- i 0 E - O - p --TO T - -- ----TO" �&E BLOCK 9 n 10 9 8 7 6 �\\\ I � 3 2 1 co o T T LJ.J C� T O N C? o \\ I I Q 00 00 SC = 18+73 SC = 17+71 SC = 16+75 SC = 15+61 SC = 14+55 \\\\� SC = 13+58 SC = 12+68 IMPRESSIVE EAST RIDGE °O EE SI =2745.19 AT R/W SI = 2744.78 AT R/W SI =2744.31 AT R/W SI =2743.85 AT R/W SI = 2743.43 AT R/W \ SI = 2742.95 AT R/W SI = 2742.59 AT R/W SUBDIVISION NO.1 a Y cm o SC = 10+42 SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5 TO CAP SL=46.5'TO CAP SL=46.5'TO CAP SL=46.5'TO CAP a Fj _ SI = 2745.26 AT PL (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) ° ° ° ° ° Er LU SL= 20.0'TO CAP ) (4 PVC @ 2/°MIN.) (4"PVC @ 2/°MIN.) (4"PVC @ 2/°MIN.) (4 PVC @ 2/°MIN.) (4 PVC @ 2/°MIN.) I ¢ cnCD c (4"PVC @ 2%MIN.) I I c 1 Im O ui m O SC = 11+95 Cy') _ c c o SI = 2742.35 AT R/W 1 V o o SSMH 15 ° O S ° 4 S ' S S Lq S S� s' o s o s s s SL= 52.8'TO CAP r ' SSMH 5 o T s mo T I c T (4"PVC @ 2%MIN.) Lr; 116 Lri s w w w w w w w w w w w E. BRACE DR. M 146.3° 146.3° SSMH 4 SSMH 3 SSMH 2 - -19 15 - - -14 - - 13 - W SS SS SS SS SS SS SS SS SS SS SS y ro, 90.0°0 90.0 143.0° 123.8° 3 90.0° 90.0° \ - I o o SSMH 6 a 3 o 19+89 146.3° 1 z SC = 10+56 1 2745.58 AT R/W PIRR PIRR --- -- - I PIRR �-o -- �_ PIRR PIRR \ SI = 2745.49 AT R/W 33.9'TO CAP .s SL=47.5'TO CAP o � 'C @ 2%MIN.) 8.00' y 3 o m ss (4"PVC @ 2%MIN.) N 10.50' \ SC = 10+69 SC = 10+71* co; 1 SC = 20+16 SI = 2745.11 AT R/W s SC = 10+74 y SI =2745.98 AT R/W 13 2 SL= 33.5'TO CAP SI = 2743.31 AT R/W SC = 10+77 r SL=48.5'TO CAP SI =2745.51 AT R/W 8 10 SL= 38.5'TO CAP SI =2743.45 AT R/W 20+34 3 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) SL=49.5'TO CAP (4"PVC @ 2%MIN.) SL=44.5'TO CAP 4 s (4"PVC @ 2%MIN.) 3.00' w10�50' (4"PVC @ 2%MIN.) -1. rr 2745.78 AT R/W - L ��ONAL 34.5'TO CAP o ° - w - - - W - - IC @ 2%MIN.) I 3 ,��,• 143.0 7.00' m SC = 11+34 _ 10 �� IS T 10.50 SI =2743.76 AT R/W ss s PVC-8 PVC-8 P 3 - SL=37.1'TO CAP 1 - -- ° C\; 179.4° EXIST.SSMH ��062 H SC = 20+76 BLOCK 7 SC = 11+29 s ( ° ) SSMH 1 r - I SI = 2745.95 AT R/W BLOCK 8 SC = 11+32 I 4 PVC @ 2/ MIN. SI =2746.22 AT R/W 12 3 SL= 33.5'TO CAP SC = 11+35 I cn o SI = 2746.36 AT R/W 7 SI =2743.55 AT R/W � ?, p�, SL=48.5'TO CAP s ! SL=38.5'TO CAP I d' "' 4"PVC @ 2%MIN. - (4"PVC @ 2%MIN.) SL=49.5'TO CAP - SSC01 FUTURE P - - - °As - ?� �� Q 20+94 ( ) (4"PVC @ 2%MIN.) 31 LAVENDER HEIGHTS A I OF 2746.36 AT R/W a s N s (4"PVC @ 2%MIN.) RED SUBDIVISION IN P•��O 34.5'TO CAP _ a I I I SC = 10+50 (C @ 2%MIN.) s `" a w 1 1 SI = 2745.94 AT R/W N o 3 s L N < ( SL= 38.8'TO CAP ( o s vi 0° z (4"PVC @ 2%MIN.) LL C> LU J ' = LU J I 1 C. a o SC =21+36 SC = 11+89 ¢ 3 1 IMPRESSIVE EAST RIDGE = � s SI = 2747.37 AT R/W _ SI =2746.80 AT R/W va SC = 11+95 FUTURE m _ CD o } 11 4 SL=33.5 TO CAP SI = 2747.20 AT R/W 6 LAVENDER HEIGHTS '" A I I SUBDIVISION NO.1 o a m SL=48.5'TO CAP f (4"PVC @ 2%MIN.) N SL=49.5'TO CAP SUBDIVISION = a 21+54 (4"PVC @ 2%MIN.) r y ° I I 1 W a o 2747.80 AT R/W 3 (4"PVC @ 2/°MIN.) I I 1 o z 34.5'TO CAP s, CD'C @ 2%MIN.) N I I I = �' u° o o z o� o s s 3 I 1 CL _ w a w SC = 21+96 SC n�n�c9 AT onn� 3 I <2-1 o o rr o o SEE SHEET C.401 SEE SHEET C.403 SEE SHEET C.403 o CO C,i= W LUz °O � SEWER PLAN AND PROFILE < 2-5 ¢ CD L-3 J SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" U 40 20 0 40 80 mLU z Im i SEWER NOTES HORIZONTAL SCALE IN FEET CIVIL INNOVATIONS 4 2 0 4 8 NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER T NOTES NO. 2 AND 3 ON SHEET CA 00. VERTICAL SCALE IN FEET ■ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 0 SEWER NOTE NO.4 ON SHEET CA 00. Z Z Q 8-INCH SEWER PROFILE-E.BRACE DR. y 2755 2755 w J c)_ ll ---__ - - O cc --_ Q a_ cn CD 2750 2750 /� z Q --__ FINISHED GRADE AT ,-' CIr ¢ Q --__ PIPE CENTERLINE 0 LU LU ' - Cz LU Cn 4"PI(8"SLEEVE) 12"S \\' W o �� z Z ,' I I 2745 12"SD 12"S 2745 x o c / ' 250.28 L �6"PI(12"SLEEVE) I I F 8"PVC @ 0.40% � I I SSMH 5 8 W 284.00 LF 8"PVC @ 0.40%, '� I ILU (48"DIA.MANHOLE) z SSMH 4 Q Q 147.44 LF 8"PVC @ 0.40% STA= 19+36.92(E/SW) � CONSTRUCT CROSSING PER (48"DIA.MANHOLE) 8"W STA= 10+00.00(NW) ISPWC DWG.SD-407 STA= 16+82.64(E/W) SSMH 3 170.96 RIM = 2749.76 z (48"DIA.MANHOLE) 8"W 64.24PVC @ 0.40% 2740 (POTABLE AND NON-POTABLE STA= 10+00.00(S) STA= 13+94.64(E/W) 2740 Uj 8"INV IN = 2744.04(SW) WATER LINE(NPWL)SEPARATION) RIM = 2747.74 o CONSTRUCT CROSSING PER SSMH 2 SSMH 1 \ 8"INV IN = 2744.04(NW) 8"INV IN =2742.93 W EXISTING GROUND AT STA= 10+00.00(S) ( ) ISPWC DWG.SD-407 0 � " (48"DIA.MANHOLE) (48"DIA.MANHOLE EXIST.SSMH 8"INV IN =2742.93(S) PIPE CENTERLINE RIM = 2746.86 ) 8"INV OUT= 2743.94(E) (POTABLE AND NON-POTABLE --- -- CONSTRUCT CROSSING PER STA= 12+43.20 STA= 10+68.24 STA= 10+00.00 8"INV OUT= 2742.83(E) WATER LINE(NPWL)SEPARATION) 8"INV IN =2741.69(W) ISPWC DWG.SD-407 RIM = 2747.56 RIM = 2751.96 RIM = 2752.65 8"INV OUT 8"INV IN T 2741.69 2741.59 (POTABLE AND NON-POTABLE 8"INV IN =2741.00(W) 8"INV IN =2740.21 (NW) 8"INV IN =2739.85(W) = ((E) WATER LINE(NPWL)SEPARATION) 8"INV OUT= 2740.90(SE) 8"INV OUT= 2740.11 (E) 8"INV OUT= 2739.75(E) PROJECT N0. 20-0610-LH1 2735 2735 DWG FILE C.400 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA00 SHEET 16 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.402 SEE SHEET C.404 ° r \ FUTURE - FUTURE 12 ° \ \ 23 24 I LAVENDER HEIGHTS A LAVENDER HEIGHTS I _j I SUBDIVISION SUBDIVISION Cj I \ \ a I I I I BLOCK 9 PIR PIRR -�RR _- - PIRR -- _ PIRR PIRR =; PIRR 11 I n I I W� � T O T N w 00 II BLOCK 9 O N C o _ 22 21 20 19 18 17 16 15 14 13 0 00 00 \ jy ® J CO o 0 0 j 8.00' Y \ 10.50' SC = 24+15 SC = 23+59 SC = 23+09 SC = 22+59 SC = 22+09 SC = 21+54 SC = 20+94 SC = 20+34 SC = 19+89 cr � SI =2750.74 AT R/W SI = 2751.02 AT R/W SI = 2751.16 AT R/W SI = 2750.32 AT R/W SI = 2749.12 AT R/W SI =2747.80 AT R/W SI =2746.36 AT R/W SI =2745.78 AT R/W SI = 2745.58 AT R/W L U SL=34.5'TO CAP SL=34.5'TO CAP SL= 34.5'TO CAP SL= 34.5'TO CAP SL= 34.5'TO CAP SL=34.5'TO CAP SL=34.5'TO CAP SL=34.5'TO CAP SL= 33.9'TO CAP _ O w m zo (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN. °(4"PVC @ 2/o MIN.) (4"PVC @ 2/°MIN.) ct _ --- - - --- C ti 2 O PIRR - T T LlV° O SSMH 7 SSMH 6 10 Cm___ 24 23 2j 21 20 10 Iss ss I ss I ss ss I ss ss ss I - - - - - - - - - - SSMH 15 � - - - - - - L'" SSMH 8 - - - - - - ,�, 180.0° 146.3° = S.OSTRUM AVE. CO) w w w w 1 I w w I w I w w W _-- -- -- LU `" i t 1 I 1 123s°o SSMH 5 o 146.3° G \ _ PIRR- W I 1 C3 1 PIRR SC = 23+01 SC = 22+53 SC =21+96 SC =21+36 SC =20+76 SC =20+16 ° SI =2751.10 AT R/W SI =2750.17 AT R/W SI = 2748.81 AT R/W SI = 2747.37 AT R/W SI = 2746.22 AT R/W SI = 2745.98 AT R/W y I SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP SL=48.5'TO CAP � 2 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) Cr 4 SSMH 13 009 t)1 N ��' BLOCK 7 BLOCK 7 _ Lj ��CXSTE� 2 8 9 10 11 12 13V 5.0 101- 0' � h 10.50' / 3 0 F Z� Q 3 PIRR PIRR PIRR PIRR PIRR PIRR IN P 1 �y a SEE SHEET C.404 SEE SHEET C.400 LL 11 J H U a O � oz cc O SEWER PLAN AND PROFILE o } Waz 1 SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o z _a J CIVIL INNOVATIONS z C-3 NORTH o 0 o z SEWER NOTES 40 20 0 40 80 a � z LU 0 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 2-10 Cn C' HORIZONTAL SCALE IN FEET o w o 0 NOTES NO. 2 AND 3 ON SHEET CA 00. 4 2 0 4 8 C z * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE CO z m SEWER NOTE N0.4 ON SHEET C.100. VERTICAL SCALE IN FEET a z m J W Q O L U U) z r 8-INCH SEWER PROFILE-S.OSTRUM AVE. 0 2765 2765 EXISTING GROUND AT -- PIPE CENTERLINE O 2760 _-------__-- - - --- - --- 2760 LU J cc -- _ Q QL_ _ y z 2755 -- -__ 2755 z Q FINISHED GRADE AT - ---__ y Q z PIPE CENTERLINE --_ a 8"W -_ LULU --- IU C 3:C■■/ w cn 2750 2750 Wx W 40.12 LF 8"PVC @ 0.42% Q 251.50 LF 8"PVC @ 0.40% Z 2745 SSMH 8 259.32 LF 8"PVC @ 0.40°/ 2745 W (48"DIA.MANHOLE) SSMH 7 STA=24+99.85(N/W) (48"DIA.MANHOLE) SSMH 6 a STA= 10+00.00(S) RIM =2756.79 STA=22+44.35 (48"DIA.MANHOLE) SSMH 5 8"INV IN = 2746.56(W) RIM = 2756.45 STA= 19+81.04 (48"DIA.MANHOLE) 8"INV IN = 2746.56 S 8"INV IN =2745.45(S) ( ) 8"INV OUT= 274535(N) RIM = 2750.31 STA= 19+36.92(E/SW) . 8"INV OUT=2746.46(N) 8"INV IN =2744.31 (S) STA= 10+00.00(NW) PROJECT NO. 20-0610-LH1 8"INV OUT= 2744.21 (NE) RIM = 2749.76 2740 8"INV IN =2744.04(SW) 2740 - DWG FILE C.401 8"INV IN =2744.04(NW) DESIGNED BY BT 8"INV OUT= 2743.94(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 VERT.SCALE AS SHOWN Cm401 SHEET 17 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 7 3 SC = 22+53 FUTURE I SC = 22+59 SI =2750.17 LAVENDER HEIGHTS _ SI =2750.32 AT R/W SL=48.5'TO w 19 SUBDIVISION SL=34.5'TO CAP (4"PVC @ 2% I I> ° (4"PVC @ 2/°MIN.)LU s s Cj FUTURE Cn 1 LAVENDER HEIGHTS I s ' _ a SUBDIVISION SC = 23+09 N H SI =27511.10 m � ,� I 20 SI =2751.16 AT R/W SL=48.5'TO � �� SL=34.5'TO CAP (4 PVC @ 2/ n 2<7 (4"PVC @ 2%MIN.) 3 y c B T Oro w w ��--___ _ = PIRR PIRR 1 w r S S T O ZD SSMH 22 I BLOCK 9 o r, U) __ J M 00 0 SC = 11+41 21 SC = 23+59 00 --- T SI =2753.42 AT R/W SI =2751.02 AT R/W w m p o 0 --- --- --- PIRR PIRR PIRR PI PIRR RR PIRR SL=49.5'TO CAP SL=34.5'TO CAP 4"PVC 2/°MIN. - YLj ( @ ) 1 (4"PVC @ 2%MIN.) °C 1 S QCn 3 1 <,I. a 3 1 I SSMI O mLLI z � FUTURE I ° . LLi I s s LU ds -- -- -- ICY') CD LAVENDER HEIGHTS 1 e l 1 s r LL L j Z SUBDIVISION 1 BLOCK a w l s y 24 y ', ; ti SC = 10+85 SC =24+15 N �I •I s -� SI = 2752.40 AT R/W 22 SI = 2750.74 AT R/W s . ° d EL SL=49.5'TO CAP SL= 34.5'TO CAP o PIRR 3 1 s SC =28+42 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) CA SC =30+01 s s SI = 2751.04 AT R/W 7.00' SI =2750.21 AT R/W I IS °� s SL=49.5'TO CAP ° 10.50' SL=49.5'TO CAP °. � °' 10.50 (4"PVC @ 2%MIN.) I 1 (4"PVC @ 2%MIN.) 8.00' v FUTURE PIRR , s LAVENDER HEIGHTS ° \ 0 -A 1 s 23 SUBDIVISION -- 3 \ w w w w w w 1 w w w w w Oo w s \ ° / \ - FUTURE E.PHENOMENAL ST. SSMH 9 E. PHENOMENAL ST. s SSMH 10 ° 0 - s - - 29 s - LSS 28 ss 90.0° 0 90.0° ss - 27 ss - - - ss 26 ss ss ° 25 _ / 90.0 180.0 ° I \ \ i 94.5 o SSMH 8 1 / � I\ _ ) O \ o SC = 29+79 0o SC =28+20 SC =27+56 SC = 26+98 SC = 26+38 SC =25+78 p \ / SI =2750.13 AT R/W c '• SI = 2751.19 AT RAN SI = 2751.61 AT R/W SI = 2751.94 AT R/W SI =2751.55 AT R/W _ ,°,-SI = 2750.95 AT RAN s, �I„� �'0��111 62 o \ I SL=33.5'TO CAP o SL= 33.5'TO CAP SL= 33.5'TO CAP SL = 33.5'TO CAP SL=33.5'TO CAP - SL= 33.5'TO CAP s 1 j I (4"PVC @ 2%MIN.) I m (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) �� /a�po TOE I1V p i �CQ SEC_ \ O fp� LU �� FUTURE I BLOCK 1 �Q O LAVENDER HEIGHTS 1 3 s , /// - SSMH 1\90 0°j 139.2° - ° 1 = w ~ I.L U �� 2 I- J Q SUBDIVISION • 3 BLOCK 4 / - - E�- _ o z _ � v� °i �� zao m 2 1 2 3 4 5 6 �/ �i s oz a o w z a ° O� O z O • P I � 9 ��• p J \ LU Pol 0 0,I s S tIJ w j \ \ i e C��RfTe ReMq Ns I l /�G \ Ln CD g, U Z 149.6° v cc O a LU SSMH 20 Q.PQ W o_ o� o� O I } oC w U j ((1)7 ray ¢ o z w �1 ```fpO Q O�fp o •-I -- I- - PIRR PIRR PIRR PIRR PIRR tir SSMI W C) w SEE SHEET C.405 \ co m LU SEWER PLAN AND PROFILES <¢ CD 2 25 L-3 J �I►►� SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" � = _ 40 20 0 40 80 z SEWER NOTES HORIZONTAL SCALE IN FEET CIVIL INNOVATIONS 4 2 0 4 8 NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER T NOTES NO. 2 AND 3 ON SHEET C.100. VERTICAL SCALE IN FEET ■ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 0 SEWER NOTE NO. 4 ON SHEET C.100. Z Z Q 8-INCH SEWER PROFILE- E. PHENOMENAL ST. 8-INCH SEWER PROFILE-S. SACHET AVE. (SOUTH) 2765 2765 2765 2765 w m O CD EXISTING GROUND AT EXISTING GROUND AT = Q m PIPE CENTERLINE w PIPE CENTERLINE cn - p 2760 ___ 2760 2760 ___- --- 2760 y z a --- --- - ------- '-� J LCU m _ - - ----- ---------------- G LU FINISHED GRADE AT Cz _---- FINISHED GRADE ATJ� CO PIPE CENTERLINE PIPE CENTERLINE W 2755 2755 2755 2755 8"W 811 W 4"PI(8"SLEEVE) cc W 0 Z 2750 2750 2750 SSMH 22 LU j44`50 (48"DIA.MANHOLE) 2750 STA= 11+48.50 261.18 LF 8"PVC @ 0.40% RIM = 2760.31 SSMH 10 8"INV OUT=2751.34(S) STA=30+29.03 260.00 LF 8"PVC @ 0.40% RIM = 2756.11 8"INV IN = 2748.85(BLOCK-OUT) SSMH 9 M 8"INV OUT 2748.75(E) (48"DIA.MANHOLE) SSMH 8 (48"DIA.MANHOLE) PROJECT N0. 20-0610-LH1 = DIA.MANHOLE) 2745 STA=27+63.85(E/W) 2745 2745 STA= 10+00.00(N) 2745 DWG FILE C.402 STA= 10+00.00(N) STA= 24+99.85(N/W) STA=27+63.85(E/W)RIM = 2758.02 STA= 10+00.00(S) RIM = 2758.02 DESIGNED BY BT 8"INV IN = 2747.70(N) RIM = 2756.79 8"INV IN = 2747.70(N) DRAWN BY JTA 8"INV IN =2747.70(W) 8"INV IN =2746.56(W) 8"INV IN = 2747.70(W) CHECKED BY BT 8"INV OUT= 2747.60(E) 8"INV IN = 2746.56(S) 8"INV OUT= 2747.60(E) ISSUE DATE 08/04/20 8"INV OUT= 2746.46(N) HORIZ.SCALE AS SHOWN 30+50 30+00 29+00 28+00 27+00 26+00 25+00 24+50 9+50 10+00 11+00 12+00 VERT.SCALE AS SHOWN CA02 SHEET 18 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.400 SEE SHEET C.404 SEE SHEET C.400 I 6 10.50' 3ZE " / g � " I N PIRR PIRR PIRR PIRR PIRR / PIRR PIRR PIRR PIRR PIRR PIRR - , cjI FUTURE 4 I I LAVENDER HEIGHTS _ Ell EN y 1 SUBDIVISION 10 p 7 6 5 4 3 2 LU Ca o� 5 o SC = 11+32* SC = 10+71* "° SC = 13+09 SC = 12+49 SC = 11+89 SC = 11+29 SC = 10+69 " O - SI =2743.55 AT R/W SI = 2743.31 AT R/W "° " SI =2748.54 AT R/W SI = 2747.65 AT R/W SI = 2746.80 AT R/W SI = 2745.95 AT R/W SI = 2745.11 AT R/W N °O SL=38.5'TO CAP SL=38.5'TO CAP A 5 h SL=33.5'TO CAP SL=33.5'TO CAP SL=33.5'TO CAP SL= 33.5'TO CAP SL= 33.5'TO CAP o ti c (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) " (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) J ono °O BLOCK 6 6 m p Co 0 o Y O SSMH_12 ° ' m LL ° °/! 90.0 o ° 0 LU LLj o 0 0 o ° j 90.0° ss 06 06 o Z 't a_ o T O 4 ° r FUTURES.BALLERINA AVE. SSC01 I 11 ° - \ r 165.7 SS", I s R I 1I ss ss 1i ss SS 10 Z S.BALLERINA AVE. 1 h -I SSMH 4 4 ss - - ss ss t ss s SSMH 3 '°, I - - _ - _ - _ - _ _ _ _ o o w I SSMH 11 � - w w -- w _ w Iw w rn I - I w l I w 1 wl w 1 w w l 7 -- _ - ° o� o se o o I 4 ° ° 1000' a o / " y m W SC = 10+77 SI = 2743.45 AT R/W 500' SC = 14+02 " SL=44.5'TO CAP . h SI = 2750.89 AT R/W SC = 13+67 SC = 13+15 SC = 12+55 SC = 11+95 SC = 11+35 SC = 10+74 (4"PVC @ 2%MIN.) 10.50' SL =49.4'TO CAP SI = 2750.09 AT R/W SI = 2748.90 AT R/W SI = 2748.05 AT R/W SI = 2747.20 AT R/W SI = 2746.36 AT R/W SI = 2745.51 AT R/W I (4"PVC @ 2%MIN.) SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP SL=49.5'TO CAP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) j FUTURE 1 N I LAVENDER HEIGHTS 3 o BLOCK 8 BLOCK 8 5.00' SUBDIVISION I SSMH 14 / 2 3 4 5 6 7 8 10.50Ell ' \ / g I 6 ��,1 t 3 ♦ RR h r,� ♦ 1�//,1 IW\\ ��0T62 4 " C6 ♦ PIRR PIRR PIRR PI R PIRR PIRR " I'p r / � x r200' SSMH 2" EG EP e , l FUTURE 9 d��pD41a�� F `�Q LAVENDER HEIGHTS OF aald HHId eHId Hald Held - - - - SUBDIVISION FUTURE lQM �� ) �- -- -- -- -- -- - -- - ° PIRR LAVENDER HEIGHTS IN P Ec° SUBDIVISION r -- 10 a SEE SHEET C.400 SEE SHEET C.400 o U SEWER PLAN AND PROFILE SEWER PLAN AND PROFILE z c- o � ccQ 1 SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 2SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" W a omh1z CIVIL INNOVATIONS CIVIL INNOVATIONS LU oD C) z NORTH NORTH LU J Lu -> O U U 40 20 0 40 80 SEWER NOTES SEWER NOTES 40 20 0 40 80 0 0 0 o z HORIZONTAL SCALE IN FEET POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER o w NOTES NO. 2 AND 3 ON SHEET C.100. NOTES NO. 2 AND 3 ON SHEET C.100. HORIZONTAL SCALE IN FEET } W c LD 4 2 0 4 8 4 2 0 4 8 a 2-1 o z w * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE o LU o 0 SEWER NOTE NO. 4 ON SHEET C.100. SEWER NOTE NO. 4 ON SHEET C.100. = LU z VERTICAL SCALE IN FEET VERTICAL SCALE IN FEET z m CDcc azi�: J LLJ Q O L U U) z r 8-INCH SEWER PROFILE-S.THUMBELINA AVE. 0 - 2765 2765 O 8-INCH SEWER PROFILE-S.BALLERINA AVE. --- _ y 2755 2755 2760 - -_ 2760 � w W O EXISTING GROUND AT Q m PIPE CENTERLINE y p 2750 2750 2755 --- -_ 2755 Z Q FINISHED GRADE AT 8"W y Q z PIPE CENTERLINE - 0 LU ------ w EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE \� ,\ 2745 12"S 2745 - 2750 \� ,\ 2750 Wx �4"PI(8"SLEEVE) 80.33 LF 8"PVC @ 0.41% SSMH 12 W 13 .50 LF 8"PVC 0.40% (48"DIA.MANHOLE) SSMH 11 Q SSCO 1 \ _ STA= 14+79.27 (48" STA= 11+36.50 g SSMH 3 RIM = 2758.08 STA DIA.MANHOLE) 390.94 LF 8� p�C ° 2740 RIM = 2745.82 50 o (48"DIA.MANHOLE) 2745 8"INV IN = 2748.97(E) STA= 13+94.94 @ 1.41/ Z STA= 10+00.00(S) 2740 8 INV IN =2748.97(W) RIM = 2757.21 2745 W 8"INV OUT= 2742.23(N) 8"INV IN =2748.54(S) STA= 64(E/W) 8"INV OUT= 2748.87(N) 8"INV OUT= 2748.44(N) RIM =2746.86= 274"INV IN = 2748.99(SE) 8"INV IN = 2741.69(W) 8"INV IN = 2741.69(S) 8"INV OUT= 2741.59(E) SSMH 4 (48"DIA.MANHOLE) PROJECT NO. 20-0610-LH1 2735 2735 2740 STA= 10+00.00(S) 2740 DWG FILE C.403 STA= 16+82.64(E/W) RIM = 2747.74 DESIGNED BY SIT 8"INV IN = 2742.93(W) DRAWN BY JTA 8"INV IN =2742.93(S) 8"INV OUT= 2742.83(E) CHECKED BY SIT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 11+50 11+00 10+00 9+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA03 SHEET 19 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 SEE SHEET C.403 "PVC @ 2%MIN.) _ 3 s, I (4"PVC @ 2%MIN.) / 8.00' 10.50'f s _ _ BLACKROCK SC = 23+01 C =23+09 N N ! SI - 2751.10 AT R/W a SUBDIVISION N0. 1 SL=48.5'TO CAP 7 a SC = 13+67 BLOCK 8 Cj = 2751.16 AT R/W = L= 3 1.TO CAP (4"PVC @ 2%MIN.) 8 I SI = 2750.09 AT R/W mi "PVC @ 2%MIN.) 3 m SL=49.5'TO CAP 3 mi (4"PVC @ 2%MIN.) x P 165.7' TToo TDE E � I ETo oa h CLZ ZLLLYdd o 1 s SSMH 11 _ SC 14+02= 0 2751.0259 AT R/W w o ! SI = 2750.89 AT R/W 2 I Z r LU 00 � _= 34.5'TO CAP i/ °° SL=49.4'TO CAP 0 - o "PVC @ 2%MIN.) _ �/ w o 8.00 (4"PVC @ 2%MIN.) I _ O �� , U o rp:° � I BLOCK 9 � p i � SSMH 13 T w s ' s 3 5p FUTURE J oo s i LAVENDER HEIGHTS 11 10 9 E.H/pC0 w SUBDIVISION 9I 44 Y W I rr\ tFs+/. FUTURE I < U) `. a i° \ LAVENDER HEIGHTS 0o LU = N 24+15 C 1 • 1 ss ` \ w ! o s• 1 SUBDIVISION O w m C:) =2750.74 AT R/W y I ss 90.0° SSMH 12 w,o I SC = 18+73 0 _=34.5'TO CAP o SI = 2745.19 AT R/W "PVC @ 2°�MIN.) H a 90.0° - I SC = 11+58 SC = 10+42 7.00' Q z 10 k SI = 2747.16 AT PL SI =2745.26 AT PL SL = 46.5'TO CAP r Q c� `sue ! (4"PVC @ 2%MIN.) 10.50' �^o � �� s °• s - \ // SL=20.0'TO CAP SL=20.0'TO CAP 4"PVC @ 2°/ MIN. 4 PVC 2% I 3 ,f^• N ec� - w °1 ( ° ) o ( @ MIN.) o O \ \ w o - /N/M a T�N N M Q U ° S�� I I o s +o N z ° �r a 2 w SSMH 16 SSMH 15 s // // o -, c ci `s' SSMH 14CD s � 1 a'�� v Ize// r\,.) -) N O o �� ' ` F URE w I 12 11 SSMH 5 0_� �o a NMI w� N �T F 1 I s I "' y c, n li o�„ o Q c� ' \HIDpO N o 2 J a .,,� @J o o a / - TE gT 135.0° s° 146.3° ci .cm-� w 1 s �, // // o�,h ,� Qvm ss \ - 12 146.3 , -19 - - �u~i c� 3 �� NM °G d rr �a z \ __ __ I ss u+ PIRR 0 H s - 1 90.0° 25 4 �'"' <r Il `v"'' °+'° a z CO) SS L_ // // O t j N Q U 123.8 W W 94.5° RR 5 ��J a "NM Coj ``;�o ae / FUTURE I 16 H y o SSMH 8 BLOCK 6 "' // // // �+� N / LAVENDER HEIGHTS I SSMH 6 3g - - - 6 ^ SC = 19+89 146.3 bl \ P/RR U /N/M� SUBDIVISION ° \ 7 ,, a / _ SI =2745.58 AT R/W PIRR - -- - --- - \ PIRR �`�' v� Q / / i4 SL=33.9'TOCAP 8 / (4"PVC @ 2%MIN.) 78 ,,- s \A[lEY PIRR 9 / a N xcjN AL G \ \ W" WW/ I SC = 20+16 �� ISTE T 'TO CAP/W s 1 PRR \ \ 1 FUTURE 13 �C , 1�� t P/RR s SI = 2745.98 AT R/W 2%MIN.) - s \ / LAVENDER HEIGHTS I ! o 2 PIRR / I N I 3 � SL=48.5'TO CAP 12 00 \ / SUBDIVISION I SC = 20+34 s ( ) I 062 1 (4"PVC @ 2%MIN. SI =2745.78 AT R/W 3 PIRR �G¢ l l ° 3 Vt- 15 SL=34.5'TO CAP SEE SHEET C.405 a 4 a 1 (4"PVC @ 2%MIN.) OF I001. 10.50' MI N P SEWER PLAN AND PROFILE N' i N 3 sc = 20+76 BLocl SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" w I I SI =2746.22 AT R/W 40 20 0 40 80 N SL=48.5'TO CAP 12 L �, � Q I SC = 20+94 (4"PVC @ 2%MIN.) C.3 a o LU SI =2746.36 AT R/W c = SEWER NOTES HORIZONTAL SCALE IN FEET 16 o z CIVIL OINNOVATIONS RTH POTABLE/NON POTABLE CROSSING. SEE SEWER AND WATER ("= C @ TO CAP) s _ C) z j 4 2 0 4 8 4 PVC @ 2%MIN. `� oe NOTES NO. 2 AND 3 ON SHEET C.100. I ° o s, w z z VERTICAL SCALE IN FEET I s vs o z �Ic SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 3 I s o SEWER NOTE NO. 4 ON SHEET C.100. - - -_ ___ _ - PIRR PIRR SC = 21+36 0 0 z s SI = 2747.37 AT R/W p C g a N I SEE SHEET C1401 SL=48.5'TO CAP 11 } W L U a2-1 z N LU O W o 2SEWER PLAN AND PROFILE z m LU SCALE: 1" = 40'-0" HORIZONTAL AND VERTICAL 1" = 4'-0" o z �\ 40 20 0 40 80 0 < � w ¢ o L UCOO SEWER NOTES HORIZONTAL SCALE IN FEET z CIVIL INNOVATIONS NORTH POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER 4 2 0 4 8 NOTES NO. 2 AND 3 ON SHEET CA 00. * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE VERTICAL SCALE IN FEET VON 8-INCH SEWER- E. HIDCOTE ST. (WEST) PROFILE 8-INCH SEWER-E.HIDCOTE ST. (EAST) PROFILE SEWER NOTE NO.4 ON SHEET CA 00. ■ 2770 2770 2770 2770 O O 8-INCH SEWER PROFILE- PRIVATE DRIVE y 2765 2765 2765 2765 2760 2760 EXISTING GROUND ATLU Q cn PIPE CENTERLINE EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE 2 O __-- EXISTING GROUND AT Ca 2 -- ------------ ____________ PIPE CENTERLINE - o 2760 2760 2760 --- - --- ---_-- 2760 2755 ----- ----- ---- 2755 Q z -- - _ _ J -- ---- LU LU C FINISHED GRADE AT FINISHED GRADE AT CO PIPE CENTERLINE 12"SD PIPE CENTERLINE W 2755 2755 2755 2755 2750 2750 W 0 23.90 LF 8"PVC @ 0.42% Z 2750 15 .34 LF 8"FVC @ 0.60% 2750 2750 130.66 LF 8"PVC @ 0.60% 2750 2745 246.11 LF 8"PVC @ 0.40% 2745 W SSMH 13 SSMH 16 STA= 11+60.34 SSMH 14SSMH STA=2755.0 01 48"DIA5MANHOLE RIM = 2758.08 (48"DIA. MANHOLE) RIM - 2755.00 ( ) 8"INV OUT= 2749.91 (E) SSMH 12 SSMH 12 STA= 11+34.66 SSMH 5 48"DIA. MANHOLE 8"INV IN = 2745.33(SW) STA= 10+27.90 ( ) (48"DIA.MANHOLE) RIM = 2758.04 (48"DIA.MANHOLE) STA= 10+00.00(E/W) (BLOCK-OUT) RIM = 2750.33 STA = 10+00.00(E/W) 8"INV OUT= 2749.76(W) STA= 10+00.00(NW) STA= 14+79.27(N) STA= 14+79.27(N) 8"INV OUT=2745.23(E) 8"INV IN T 2744.244. (W) PROJECT NO. 20-0610-LH1 RIM = 2758.08 8"INV OUT=2744.14(SE) STA= 19+36.92(E/SW) RIM =2749.76 2740 DWG FILE C.404 2745 2745 RIM V 7587 2745 2740 8"INV IN =2744.04(SW) 2745 8"INV IN = 2748.97(E) 8"INV IN = 2748.97(E) 8"INV IN = 2748.97(W) 8"INV IN = 2748.97(W) 8"INV IN =2744.04(NW) DESIGNED BY BT 8"INV OUT= 2748.87(N) 8"INV OUT=2748.87(N) 8"INV OUT= 2743.94(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN CA04 SHEET 20 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg SEE SHEET C.401 N w w w ago w I 1 3 \ U\ Il0- �� ^NO ss E. PHENOMENAL ST. `�'"�o u ,"'/"' o Cv Q v C.) 27 - - - - 26- - - 90.0° 25 4 V'�Z rr Il N°j ) z W SS I ss I ss SS 94.5 1 L 5 cq oN�,-: @ N�n / W o RR 1 0 V O O H SSMH 8 BLOCK 6 a� /i W - - Lj W _ \ PIRR 6 a- ti p/M' / Qjz / H Cj ---To PIRR ---•To --- -- -3 r--- \ \ 7 �O� a / SOE \ / -- PIRR 8 °. ;C = 26+98 E / SC = 26+38 SC =25+78 \ s \A<<EY PIRR 9 / W ;I = 2751.94 AT R/W SI = 2751.55 AT R/W _ ,°, SI = 2750.95 AT R/W s, PIRR \ ;L= 33.5'TO CAP SL= 33.5'TO CAP - SL=33.5'TO CAP s 1 \ 1FUTURE 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) s 2 PIRR \ ` LAVENDER HEIGHTS //�� \ SUBDIVISION CA 12.00' CDs 3 RR / T T QU BLOCKS 4 \ O w o0 T ui OM<° d� Q -� 5 IR\ PIRR ~ OC) o / SSMH 17 139.2° 0^4 v -E° r,�o a = 6 PIRR PIRR / // /, � _N� N WW \90.0°1 -- ° _ s U ° co @1 - - rn N p . oc 00 0 BLOCK 4 - o E°- - `�`� er /, N rr U + `o''��N11 _ ti Q z 7 co \ F PIRrf ' ¢ U) /� EO/ '` U // // LU C /�ep @ O O O -� Q \ PIRR U�AL�EV O z 4 5 6 _""' "'p cp ti \1 r�Q Z �$ C 0 8 \ \ I�i °O O 3 Co N/(//�> \C j h M M O CDZ `S1 1 WW \ /N/V j M to - N U IT 41 - SSMH ill I 149.6° 1 w `�'"' 51-a // //////tea z 3 _c�,�o \� \ U o s W Q a I w o \ �"� a I j 12 ss \ f, VASE I o \ 5,vll FUTURE PIRR PIRR o SSMH 18 I s NEST, w I T o. • \ \ \ d- / / LAVENDER HEIGHTS I W 4 SUBDIVISION � zL.L v oo I 4.. `17 s W a 1 Q'_3g �vCO- �, `� � � s` 13 Ss c N� co $ LAZ � @) �N�RETE REMq NS I w FL N M co @Mcoj E) 4 Q �_ S _ _ I 1 W ^o4T I i _ w a �" - N !14 ss I a' FcdU '� o y � U � � ., �u ��a11 tiaz \ SSMH19 M Q of '� lrj v Q U Zr� M, O \ - W y Q lI Z vi N N f U I 11 a �� N \ 14 y P 2ti �z achy /� `�� _ Npo _ \ w Q Q N ti Il lI *� i SS ?Q�z r�a +rn�N �a 3 o� FUTURE w 11` Q z CO �, 10 �,co @J * Q v _ // \ Ss \ VA(ENSp� w civi-ATloNs P, 11 �/ ,N;�� + pN EST, NORTH oNAL 3 1 E� ` _2 � N I Vj"'J CI- T G� SS \ S T l I N^ @N M - / ~ \ 40 20 0 40 80 N e U * Q U CID f a 89 C�/ -� � a lry[n \ SS I d rn r`„ ,, a 14 �' `� �-CO ^ @� HORIZONTAL SCALE IN FEET U�II �`O 62 • I ,, / // N N d' G° o Q c� 15 // N"' FUTURE 4 2 0 4 8 �� sf�1,20 l U 11 /i li j oNdo � ____ „ p U li li a LAVENDER HEIGHTS \ d� TOE o PIRR ` <ei ca�vj C /�r a N \ O ��-- \ ` / ^ ° _ ' SUBDIVISION \ �4' �� OF 8 9 / /� U �� VERTICAL SCALE IN FEET J� j N M PIRR / 65 l +C N \ N P N"' U QU a co C Toe \ w SEWER NOTES ' i/-p_ (�,,\1 .� L U ��*oe _ aoi rOe 2 ` `�` PIRR 13 1& // N M U 01� m � POTABLEMON-POTABLE CROSSING. SEE SEWER AND WATER LU CC ~ J a O 0 _;_ _ INSTALL 35 LF OF 12"x 3/8"STEEL SLEEVE/CASING / p 1, o O�O � °; LU ePw D o vP _ -�° PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 AND SW2 -�r -- c:, o�„ `� NOTES NO. 2 AND 3 ON SHEET C.100. cc o �/ �� T°�� ` PIRR l� N� I * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE a m �� _ \ �� BLOCK C, /i q o � z > I SEWER NOTE NO. 4 ON SHEET C.100. w z z E Ec \roe _ \r0e �_ _� LU I U �� Toe O U I ---� SSMH21 �E EP- \�T° ,\\ zCn O QI EP Q roe roe ToB O O O O Z I T Ov��, \E\, �_ \roe\\ •� R °E "' a I FUTURE "®I P O /O EP _ -T 6� E ro _ a = z w a I LAVENDER HEIGHTS O O P \Ee \ ASEMEN \'� z °C "' °� °.D I SUBDIVISION ° / P O _``roe Fq roe PIRR O N U LU _ R O C,) U ! I E LU �°�\ -�, R SAT _, � z ros PIRRU w / - O O fP ERA L (} w LU I I / • \ O Q CD z _TOE`_ oe---- J U IJ�P r°E -ram/ � PrRR LULU CO 2 2 I / O O, r� 1 SEWER PLAN AND PROFILES T SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" 0 Z Z Q 8-INCH SEWER-S. OSTRUM AVE.AND E.VALENSOLE ST. PROFILE 8-INCH SEWER-TO FUTURE MULTI-FAMILY LOT PROFILE y 2765 2765 2765 2765 w m O CD EXISTING GROUND AT = Q PIPE CENTERLINE w y 2760 2760 2760 2760 z Q ---- FINISHED GRADE AT Q ___---- - -- - ------ ------ ---------- PIPE CENTERLINE __--------- w ------ - --- L.0 w _ C cn 2755 1 2755 2755 2755 EXISTING GROUND AT 6"PI FINISHED GRADE AT �_4"PI(8"SLEEVE) PIPE CENTERLINE PIPE CENTERLINE W 0 Z 2750 2750 2750 2750 W 265.91 LF 8"PVC @ 0.60% SSMH 19 226.22 LF 8"PVC @ 0.400 68.63 LF 8"PVC @ 0.41% (48"DIA.MANHOLE) 102.91 LF 8"PVC @ 0.41% SSMH 21 85.48 LF 8"PVC @ 0.41 STA= 14+49.45 (48"DIA.MANHOLE) o to w r o > r- SSMH 18 RIM = 2754.86 STA= 13+19.70 �°D,; "' � °O r J 6' SSMH 20 SSMH 17 SSMH 8 SSMH 17 48"DIA.MANHOLE 8"INV OUT=2749.06 W 'Z v � MOO (48"DIA.MANHOLE) PROJECT N0. 20 0610 LH1 (48"DIA.MANHOLE) ( ) ( ) RIM = 2753.14 + ,� N N r- - (48"DIA.MANHOLE) 2745 (48"DIA.MANHOLE) STA= 11+79.54 2745 2745 8"INV OUT= 2748.44(N) �" `, T iI N N r N STA= 10+89.48 2745 DWG FILE C.405 STA= 11+06.91 r ii J T u STA= 10+00.00(SW) STA= 10+00.00(S) RIM = 2755.92 11 > ¢ z II J > RIM =2757.58 RIM = 2756.24 z _ II > ¢ z STA= 11+06.91 (N/SE) DESIGNED BY BT STA= 24+99.85(N/W) 8"INV IN = 2747.46(E) cn - a z � - 8"INV IN = 2747.53(S) 8 INV IN = 2747.08(SE) z r � = - RIM =2756.24 RIM = 2756.79 8"INV OUT= 2747.36(NW) to co - y 80 z r 8"INV OUT=2747.43(NE) 8"INV IN = 2747.08 SE DRAWN BY JTA 8"INV IN = 2746.56(W) 8"INV IN = 2747.08(SW) ( ) 8"INV IN =2746.56(S) 8"INV OUT=2746.98(N) INSTALL 35 LF OF 12"x 3/8"STEEL SLEEVE/CASING 8"INV IN = 2747.08(SW) CHECKED BY BT 8"INV OUT= 2746.46(N) PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 AND SW2 8"INV OUT=2746.98(N) ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 13+50 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN Cm405 SHEET 21 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.400(Sewer Plan and Profiles).dwg LU t. I a S21. I %\\ WATER PLAN 8.00, y r• FUTURE LAVENDER 1 oc 1 _ F 10.50' HEIGHTS SUBDIVISION ■ SCALE: 1 — 50 -0 HORIZONTAL f H W 75 50 25 0 50 100 MATCHLINE - SEE SHEET C.501 H 1U 5 a 5 MATCHLINE - SEE SHEET C.501 — • ' ' Z CIVIL INNOVATIONS W W W W W w I 18 H t ; C-' HORIZONTAL SCALE IN FEET FUTURE E.MAINACHT ST. 7.00' NORTH m a 047 - - - - - - - 10.50' co S2 ss ss ss s ss ss — Q 3 x LL oM. < s S2 z w 1 3. BLOCK 7 y ti N I �3 I 9 3 m1 ' WATER LINE NOTES j 19 8 t 4 L POTABLE/NON-POTABLE CROSSING. SEE WATER n K V6 T6 S2 NOTES NO. 2 AND 3 ON SHEET CA 00 ' 3 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF o S1 COVER,ALL OTHERS SHALL HAVE 4 FEET OF COVER. Z T T FUTURE LAVENDER H K _ _ ao I .r W r :_ HEIGHTS SUBDIVISION 10 LF 6"PVC • O N °O K FUTURE LAVENDER 7 y BLOCK 8 1 u, HEIGHTS SUBDIVISION 20 �� K 8 800 3 FUTURE LAVENDER J o°O0 00 B - E11 10.50' HEIGHTS SUBDIVISION cc m p o0 0 U_ Y O PIRR I S2 co cli o s o K 0- s S2 CONSTRUCTION KEY NOTES o w _ °I` 2WATER PLAN O u i °O o BLOCK 9 rC H &0 8•t)p I 21 �7lc ,� oT LF ^ E11 K 2 c� = PIRR PIRR PIIAR PIRR K V8 V8 T8 W 8.00' 70 LF 8"PVC r0.5 Cross,8" o s' 10.50' 0 X8 r FUTURE LAVENDER i I' I° I H r r5 ;. / 3 a HEIGHTS SUBDIVISION r 1i+ S2 31F81, w y h J a 3 G F H�C y , T12 Tee,12"Tee h I BLOCK w FUTURE r W - 3 s/D�OrFsr\ ° 1 .1 POOL cz.� 24 7.00' 10.50' o 1 - T8 Tee,8"x 8"x 8" — �I K ` H 22 c� \ �_ SITE y o i 1 V8 KCL \ / T6 Tee,8"x 8"x 6" I 1 S1 LL z Q 1' V8 a H g r54(F8„P� -- d LL O°3 r S2 N \ -_,i V12 Valve,12"Gate L ° S1 1 f f T8 t O M PIRR Cl) 23 a 2 Valve,8"Gate r 3 a / o s w ~ri s 1. ,o C z 4 V8 r \ o \ \ \ FUTU r w N T 8 o8 s2 ss \RFF.N/DC V6 Valve,6"Gate w K B W 133 LF 8"PVC I 1 93 LF 8"PVC 47 LF 8" C w W 263 LF 8"PVC W T8 V8 V8 K Y8 WW OTFST. FUTURE E.PHENOMENAL ST. - - �r - - - - - - E. PHENOMENAL ST. - - - _ _ - K Ss SS SS SS SS SS SS SS L '• (1A R 7 Elbow,8",11 1/4° 1 f .r 4. .. •r t• 1• I, \ PIRR $ l \ I � 9 � / E22 Elbow,8",221/2° AL —roE __ — ----0• — \ IRR a Wn Wes/ I E45 Elbow,8",45° � 01 T.F��G'l •1 • T6 T8 � `° � 10 LF 6"PVC PIRR \ \ P l W I ❑ O S2 V6 SZ T8 o $Z $1 Ji K \A<<FY\ P/R FUTURE LAVENDER I E90 Elbow,8",90° I PIRR \ HEIGHTS SUBDIVISION I I,I, K V8 _ K V6 T6 � Q Ww s i ° / / 8 LF 8"PVC PIRR Reducer,12"x 8" �� K E11 — K 2 0V 12.00'G— __ 3/4"Single Water Service Per City Of Meridian \� 32 LF 8"PVC —— Sr __ 3 PI R PIRR ❑ g BLOCK 1 '° // 1 —EG _ 4 o / — S1 Standard Drawin No.Wi &W2 ZMI N P•�� FUTURE LAVENDER I 12.00' —__EG BLOCK 5 C" z ~� wW 3/4"Double Water Service Per City Of Meridian fP HEIGHTS SUBDIVISION I 3 — ,f6, E — —_ ————EB —\ 5 ti PIRR r, S2 Standard Drawing No.W1 &W3 0 o I BLOCK 4 K E22E11 - _ \ 0 \ �O o O fP 2 I i 2 3 4 5 6 �/ —— __ 2"Water Service(For Pressure Irrigation)Per ISPWC c� w Q°Op O PIRR I 3 / //`' '`a�� AGC a `p __—_ \ 7 \FUTURFq((FV\ PR S3 Reduoed Pressure Du a Backflow And City OAssemdian bly(RPBA)ed CC C.3 a PIRR \ = O Z \\ o o I `O"°Rey \ s? "' Q 8 ERR Water Service Sleeve(2"PVC Schedule 80) \\ EP a0�� - REMA,ros I / \\ o a WW SL See Water Note No.4 On Sheet C.100 0 ¢ Co o fO T j w \ U c\ v s / PIRR z Z > / Q O \ FP PIRR \ s2 Temporary 2"Blow-Off Assembly Per City Of Meridian w z z NEBIO\ti�� ss 243(F w \ W / RR Standard Drawing No.W13 ,, o \BOl\ `fP Q cEp =_—_ PIA RR PIRR PIRR s? ' o \�C \ Fire Hydrant Assembly Complete Per City of Meridian Standard o = \\\ O o I I o w 4.5p%\ o WW E�l Drawing No.W8(Also See City of Meridian Standard o o z V 65 LF 8"PVC Drawing No.W9 for Water Service/Fire Hydrant Location) P-- IL oz EI AlEjy q SQ 2 "B ♦ S3 °Oro°Rf I s2 Err SQ�F Sr = w l / FUTURE LAVENDER 4 EKIP.C.C.Thrust Block(As Required Even If Not Shown) CL = z ` INSTALL 50 LF OF 12"x 3/8"STEEL PIPE SLEEVE E RE"A,NS I h I HEIGHTS SUBDIVISION o a O z PER CITY OF MERIDIAN SUPPLEMENTAL BLOCK I E22 `" w Point of Connection.After Testing And Approval,Connect xo w o STANDARD DWG.SW1 AND SW2 0 7 �� EPI 1 to Existing Water Main � z I' B �l � m � \ I • 10 s2 / w I Install Leak Detection Metering Station Per City Of oS2 ELI Meridian Standard Drawing W14 cc z w Q O I —\1\ /\\ ♦♦` \ \——EP`, 1 s2 r8 \\ S\ FUTURE F VgIFNS z \ ♦♦ 14 s2 U(F w m I I � \r � I 8 1 ST \ \ r ♦ �� I I oe \\\ ♦� ° 15 11 K V8 L \\\\ / I I 3 \\\\ G\\ TOE\` \ \ �♦ 9 \ s 13LF6"PVCE ° t �' 12 SS K V6 T6 ,E; — _ —ram—_ --TOE __ s •� \ ° 0 \\\T� \T / l/ �♦ PRR 13 \ \� \ 1I o a \OE\_ ,_ 4 III w 24LF8"PVC o o O E� G� � °e -zz- _ � , ♦� R 16 I K B B K fP __— r \ `�♦ '/ BLOCK 4 t o o OE — e �� o EP \\ —\ — ♦♦ �RR 17 FUTURE LAVENDER O \r 55 LF 8"0VC - 42 LF 8"PVCQ °°o \—EG \\\ —, —` HEIGHTS SUBDIVISION I — 01m TOO —TOE —TOE— _ `♦ l I — K V8 X8 I 31LF8"PVC EPo iFP —AEG\Ge \\\OE\\\— T°E,__= a �_ RR x I \� I Quo — \_6 —ro SEA, _ ••I I L—® �1 ( / Q n /EQ EG TOB D' /� E\ 10. w UNPLATTED I /J``lYp °00 00 `:r_"ENT , FqR—\ram\\\\, °B\ PIRR 1 m � 66aa = � T -, - I _O T I .t I / I:E \ O O C� ``Ec\\\ l�Rq roE`\ ——r�\ PIRR 1 Q z �I I m �� FUTURE LAVENDER a / 1 \ —EG o fo —EG\_`EG_`_ _rGE\ — ° _ _ a J I HEIGHTS SUBDIVISION I / II OCa �On\E, `� ,_ G ;r�_`—r� T� TGB —\\ PIRR /¢ OTOE —�Fcr `—i'c�— —__ —— 11 roe_\ —SOB\ —TOE_ _T L.L� F\\``ra PIRR Q w w T I I \= ,v I / I ° 0 — ro— — —Ec— `l r _r L lL l R E11 K I I / - � Q� o�\yyE\ \ =r �, - w I j .rm j w P \\ EPO C1 \\ ` roses _ — — \ rCz ` 1 30.00' 4.00' I n — — \ 0® ' I �� I 1 1 —JL__J JI P O O Q V\\roE _ W w W I i \ ® \Q _ —� —roE I� , S I ——— I EP EP —,Ec`— — / 1. w w > L ;_ r-- mla I 10LF6"PVC I j 11 ------- I o `♦ o O o o—TOE — P 3 cc \ \ \ 3 \ I I ♦ EP TOE � \rOe\EG O1\\ ram.\ lol I I 1 \ __J r___ , ♦ O O EP I o \ \I I ci L————————————————— W ---J L ♦�`P o m o CAP \\ K V6 T6 1 I 0 I BLOCK 2 I I I � I 1 ♦ 00 \,��\ I I25'MIN. --I--- -- -- —+ -- I-- -- -- -- -- � II I O ° W 0 I w I I I cl �I III P o I (b S f y J . •I • ' ' . 1• 1 ° I . S. S J 51 .J . J.. • f ' • 1 . 1 I "O • f 1. EEj TOO TOB —roe —=roa _Toc ev —EP—————EP————oE�P--E —— ——— EG EG EP— —— EG EP———— EG EG EP———— EG E ————EGEP—— EG ——TOE EP— roE — � t �P __ �—— AEl—— 'o�l r� `` ——— of PROJECT NO. 20-0610-LH1 _E1 El,CCUU Fp —ERo - roE TOE EP EG EG EG EG EG EGTof TOE -E(i r� Eti EG r ro E P —— T°E —— ——10 E ——— — —T O _—E P— E P— — E F —E P E P— — _ — — EP EP EP EP —� ` P EP EP SAWCUT EP P EP W _ — SAW — — _P SAWCUT _ _ _ _ SAWCUT _ _ _ SAWCUT EP SAWCUT — SAWCUT EP DWG FILE C.500 _ SAWCUT SAWCUT SAWCUT SAWCUT_ SAWCUT SAWCUT E. LAKE HAZEL RD. DESIGNED BY SIT —— EP—— P EP ————EP EP Z ' i EP EP me�E_— EP EP EP EP—EP �— —EP DRAWN BY JTA -"= ate=—Et� oET rceE � EC—=ioE z EG EG EG EG EG T—EP EP————— ————— ————— —————EP—————EP ———EP—————EP— — EP———— —— P— TOE —TOE ———— TOE ——TOE P P EP _ _ — TOE CHECKED BY SIT -TOe TOO TOe TOO ❑ P P — — — — P EP— _ �E -- — T12 ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN 12 VERT.SCALE AS SHOWN R1 K Cm500 SHEET 22 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.500(Water Plan).dwg I BLACKROCK %\\ WATER PLAN SUBDIVISION i SCALE: 1" = 50'-0"HORIZONTAL 75 50 25 0 50 100 _a _ - —roe ———TocPI — ERR — °e _P RR PI — =IRR __ I Ell_—_ PIRR PIRR IR PIRR PIRR NORTH CIVILINNOVATIONS HORIZONTAL SCALE IN FEET c3a--- ---Toe -- _ __ — --{g BLOCK 9 BLOCK 9 WATER LINE NOTES FUTURE LAVENDER p 0� HEIGHTS SUBDIVISION A 11 10 9 8 K 6 I 3 2 1 POTABLE/NON-POTABLE CROSSING. SEE WATER �� K I IMPRESSIVE EAST RIDGE NOTES NO. 2 AND 3 ON SHEET CA 0O � V8 �° V8 a SUBDIVISION NO. NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF T 7 I CD K V8 I I COVER,ALL OTHERS SHALL HAVE 4 FEET OF COVER. Z T E11 S2 T8 K S2 S1 V8 K S2 K ii ~ (� T U H T8 H E22 ' o �) E45 I I 00 . 00 K II °� 55 LF 8"PVC 10 LF 6"PVC 10 LF 6"PVC o It „ E22 I IV o 1 68 LF 8"PVc CONSTRUCTION KEY NOTES 0- o LU W W W W 12 243 LF 8"PVC Z 51 LF 8"PVC z 232 LF 8"PVC Z WATER PLAN 0 c� �_ 74 — g — — — — — — — — — — — — 't m O 3 Z Zr PIRR — s CD ss N ss ss ss N E. BRACE DR. ss ss N ss I X8 Cross,8" K V6 T6 `` o o moo`°° S2 2C �638 ` ° °. 3 � rEl T12 Tee,12"Tee 11 LF 8"PVC14 K E22 E 11 PIRR y = __ = 3 ss j� °O T8 Tee,8"x 8"x 8"PIRR ° PIRR PIRR 2` J 80 u'�H K 10.50' 0 GJ °° S2 T6 a T6 �' �, Tee,8"x 8"x 6" 10 LF 6"PVC 13 2S1 P V6 � V6 Y T 7 00 ti K 8 10 a 132 LF 8"PVC 4 ss Valve,12"Gate FUTURE LAVENDER I 10.50' I( HEIGHTS SUBDIVISION 15 a 00 _ g S2 S2 60 �' do EXISTING 8 PVC 41, — W _ _ W V$ Valve,8"Gate I � J SL S2 R '' 8 PVC—8 PVC—8 PVC S2 V6 Valve,6"Gate I BLOCK 7 BLOCK 8 12 3 3 7 I E11 H �,. B I K °P E11 Elbow,8",11 1/4° FUTURE LAVENDER 16 _ K $ HEIGHTS SUBDIVISION A I E22 Elbow,8",221/2° U_ S2 3 ' N S2 I E22 I xc i N K V6 T6 H K K E11 I E45 Elbow,8",45° 0��C XS TE��Gj _-��i - PIRR S2 J - I � � 10 LF 6"PVC E9O Elbow,8",90° I VVJ 11 4 6 I V� i I III � �O 62 17 Reducer,12"x 8" I I Ri � S2 I I I LU 3/4"Single Water Service Per City Of Meridian a S2 S1 Standard Drawing No.W1 &W2 IN P•`�� 1 � 8.00' t FUTURE LAVENDER y 10.50' HEIGHTS SUBDIVISION I IMPRESSIVE EAST RIDGE S2 3/4"Double Water Service Per City Of Meridian o � ti I ❑ Standard Drawing No.W1 &W3 SUBDIVISION NO. 1 10 5 a 5 I 2"Water Service(For Pressure Irrigation)Per ISPWC LL c� LU y z � I I $$ SD-402 With DEQ And City Of Meridian Approved a Uj MATCHLINE - SEE SHEET C.5O0 I 18 7 Do y 1 W MATCHLINE - SEE SHEET C.5O0 I Reduced Pressure BackflowAssembly(RPBA) LU LU U5 _I 10.50' 00 a (�� SL Water Service Sleeve(2"PVC Schedule 80) z CD o m = J S2 — z � _ ( I See Water Note No.4 On Sheet C.100 o z a - S2 A I BLOCK 10 z o o 1 vs CM.I w 1 2 1 EBI Temporary 2"Blow-Off Assembly Per City Of Meridian LUw I BLOCK 7 a y a l Standard Drawing No.W13 Q z =3 9 3 m Fire Hydrant Assembly Complete Per City of Meridian Standard o U 19 6 4 ,`�", E�l Drawing No.W8(Also See City of Meridian Standard z o 2 z U_ r ? Drawing No.W9 for Water Service/Fire Hydrant Location) CD C) o oz K V6 T6 S2 P.C.C.Thrust Block(As Required Even If Not Shown) a o z w J S1 PIRR PIRR z Q � U MHK _ _ -- -- -- -- -- Q o z LU v Point of Connection.After Testing And Approval,Connect = LU o 0 10 LF 6"PVC to Existing Water Main C z FUTURE LAVENDER a l 7 y BLOCK 8 �U-1 K HEIGHTS SUBDIVISION I 20 3 K $ 3 FUTURE LAVENDER Install Leak Detection Metering Station Per City Of � - 8.00' ELI Meridian Standard Drawing W14 a CD z B - 10.50' HEIGHTS SUBDIVISION ® E11 o � S --- - LU PIRR I S2 co o f a r S2 I BLOCK 9 h 8.pp, m I FUTURE LAVENDER W 21 CI or 10LF6„PVC H J 2 - W E11 K 11 HEIGHTS SUBDIVISION K V8 V8 T8 70 LF 8"PVC ro.so' 10.50' I — w 4 a r 3 r _ CO S2 -- -- r i/ I53CF8„PVC W y Q 3 G y � \ s 24 7.00' 10.50' TEST 0 1 - o s °� CO) 22 c� \ o 00 a � h 154(F8 `\� J 3 200 CV \ - T sl 11 3 1 0' s y '\ �\ ; UNPLATTED co 23 PIRR o 2 S? J's ° h / J�\\ / O i n / 3 3 0 f 4 Vs r8 o' \ FU \� E RE s T8 V8 V8 K /( V V8 S2 Ww SS I1IDCprEST 0 'VC w W 263 LF 8"PVC W • - E.PHENOMENAL ST. - - - - - - 8 — m O ss ss I U i II 7 S? � � = Q z II R s L y o / j \ o d $ / z • ..r .J .. J. ° 1 1. o - \ PIRR ao 00 —TOE — —— - ----LL - \ 9 WW/ j • Q LU T8 0 1 OO 10 LF 6"PVC \ \ PIRR / WW j s w � p < P � R V8 �� / S2 S1 H K PIRR \A<<EY\ FUTURE LAVENDER —�i� � ��° / K V6 T6 PIRR � \ , PI / W� / HEIGHTS SUBDIVISION j I I 11�! � r/ V8 � j - - I rK ,'� K E11 ° � 8 LF 8"PVC 2 PIRR W I � 12.00' — I - ,° 32 LF 8"PVC — Sy 3 � P R / PIRR — --- \ BLOCK 5 8 zp ----- BLOCK 4 K E22E11 — — ss 1 __—E° ————E° 5 "� W - P'RR r�° W 3 4 5 6 / lc —__ _ S12 ? z \ PiR \ - L- / E �A o c Z a \F�/r(lRF PIR W 7 II PIRR ALLEY \ i S2 / W / - Z RFTE REMq NS / / c Z � 8 'mow 41R l� W eo � t� l P/Rl - W S2 / l ss 243(F W I' s � � � - RR PIRR PIRR S2 J O \VC \ NMI - I �ii 65 LF 8"PVC wW I PRR / I ,° J W 'o eT S2 Eyy AIENSp�FS1. __ / FUTURE LAVENDER II a �'" PROJECT NO. 20-0610-LH1 CONCR MAIN e s h HEIGHTS SUBDIVISION L SLEEVE BLOCK RE E?? ' I w / PIRR PIRR DWG FILE C.501 1 7 ¢ �� 3 DESIGNED BY SIT ° I S? / B W DRAWN BY JTA 10 S? � I / EG FUTURE LAVENDER - CHECKED BY SIT 11 " \ w µ o HEIGHTS SUBDIVISION ISSUE DATE 08/04/20 � / s\ , FUT(/RE W HORIZ.SCALE AS SHOWN E, is \ ` ` I 14 _ S? S E VACENSCLE y j g 1 , S� ? Vs ss \ ST. 3 VERT.SCALE AS SHOWN 15 SL r / 9 Tc Cm501 SHEET 23 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.500(Water Plan).dwg VI t, UI %\\ IRRIGATION PLAN LL I M N Ii1 r J FUTURE LAVENDER 1 SCALE: 1" = 50'-0"HORIZONTAL h o M a J M HEIGHTS SUBDIVISION N ca r a a 75 50 25 0 50 100 W _ MATCHLINE - SEE SHEET C.601 10 S1 5 �+ ; S1 3 5 Lmi _ S1 MATCHLINE - SEE SHEET C.601 • S1 I ! ! ! ! g ! ! 1 ! ! ! ! LUI ! ! ! ! I f 7 ! ! ! ! � m CIVIL INNOVATIONS W W W W W S1 18 H y r NORTH HORIZONTAL SCALE IN FEET FUTURE E.MAINACHT ST. 5.00, _ Ld LLI y SS ss ss S SS SS ¢ Cos cM W L LU I y w CD BLOCK 7 a LU 3 S1 19 9 S1 S1 s r 3 a Imij— S1 w CONSTRUCTION KEY NOTES cc $1 Ir 2PRESSUIRE IRRIGATION FUTURE LAVENDER 5.00 5.00' J_ HEIGHTS SUBDIVISION - - r 3 SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 0 K ❑ FUTURE LAVENDER r o I T I HEIGHTS SUBDIVISION I K - E1 SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 �, o0 K 00 K S1 I FUTURE LAVENDER 7 y BLOCK 8 O T o E4 $1 68 LF o 20 E4 S1 3 HEIGHTS SUBDIVISION o m 00 0 V4 SL4 V4 M S1 S1 3 101� S1 T4 Tee, 4" m o 0 0 12 LF 4"PVC Q Y „ T4 K E4 E1 K E1 K Ts Tee, 6" ' U, w >_ G PIRR 68 LF 41 PVC 95 LF 4"PVC K V4 0 o z _II 7 LF 4"PVC 21 K 9 // f 2 5 u'E T8 Tee, 8" w m o PIRR K V4 C4 —— — PIIAR PIRR — — —r $1 I W��V 26/F , 0p �O ❑ 't a_ ,182 LF 4"PVC 22 LF 4"PVC S1 ?// 65(F 4 PVC Sy (F4"PVC o d. c.� o V1 Valve, 1"Gate r S1 •rl r W r. E4 EQ ❑ BLOCK w FUTURE ~ N 3 s E 6T EQ V4 Valve, 4"Gate . j K 24 K V4 E1 \ 1 K _ FUTURE LAVENDER 1 S POOL i a - + . 11 LF HEIGHTS SUBDIVISION T 22 a ss \ 4 PVC Sr Vs Valve, 6 Gate " y S1 K S1 E4 \ 12(F4„PAC „ VQ /( V8 Valve, 8"Gate I 1 w 1• s 5.00' rn 1 _ \ w / l II 3 RR 12 LF 4"PVC 3 S1 a o s \ i/ 63 F� �. E1 Elbow, 4", 11 1/40 23 95 LF 4"PVC 2 M i/ S�q \ ® ❑ S —— ° • J ••I• • ; • 1 0 V4 K ° K \ 3.00' 3 Elbow, 4", 221/20 • 1. 7 s 1 x W E4 M r T4 S a " \ �uREF N W W _W_ W W N' W W 1 1 SS 1000 " o K 63 LF 5 V TEST E3 Elbow, 4 , 45 FUTURE E.PHENOMENAL ST. - _ _ _ _ _ _ 8 LF 4"PVC Sy BLOCK 6 4 ww �r - E. PHENOMENAL ST. T4 T - 25 LF o Sr 6 300' ss ss ss ss ss ss s s Ss E4 Elbow, 4", 90° w < 10 LF 4"PVC l SL4 i- Er R Sy S I L \ 27 LF 4"PVC PIRR Sy 8 a / / E5 Elbow, 6", 11 1/4° - -- K V4 T4 = 63 LF 4"PVC S 9 r eE \ y NaL U P \ \ 326(F4„P/RC Si rn / W / I Es Elbow, 6", 22 1/2° �� _ T4 _ ❑ V4 SL4 V4 : Sr RR ` \A<<EY\ PTR Sr / FUTURE LAVENDER I // K K i 25 Sr HEIGHTS SUBDIVISION E7 Elbow, 6", 45° 1 V4 L` Sy P, TOE - „ op ti Sr o RR 3 (F4„PAC \ PRR 22(F4„ Ww / I ❑ �' D�.?D s / r K T Sy RR / — E8 Elbow, 6", 90 T� :< 2 ❑ OF S IN p. FUTURE LAVENDER BLOCK 1 ~° \�'° // 5.00' 1 --EG --__ c 3 a 1 Sy - V PRR E9 Elbow, 8", 11 1/4° M ---EG BLOCK 5 ~ wW o as FP HEIGHTS SUBDIVISION I 3 __-_ p r Ec 5 PIRR Ire u o BLOCK 4 S1 ` - _--- _-\ Sr \ L'q VQ \ I E10 Elbow, 8 , 22-1/2 w �0 "P 2 2 3 4 5 s 1 - _- 6 /( 'i I— °°0 PiRR I o K 3 K > K �� oo, __ Ec Sy FUT(/REAI P'R ~ a o \ h' s —\ 7 PIRR (EV E11 Elbow, 8", 45° w L �; 1\\ K V6 C6 S1 S1 V6 N1 "�R LL R1 i S� E3 K ,, 6 / \ ERR z } \\ MA J \ \ , W W W IZ C m E6 57 LF V6 S1 S1 "S S1 o S1 S1 U T6 �� w �\ s / PRy E12 Elbow, 8", 90° z a o \ FP 101(FRR ° SL6 `') U �e / / W z z T. y / o z �O SS W •' \ 'tea o lRR R1 Reducer, 6"x 4" o \cOl\ `fP Q O o cEP ^— — PIA RR PIRR PIRR 26 LF 6"PVC ' \ �. \ / W o v O O 57 LF 6"PVC 287 LF 6"PVC w WW I z o z E, / M R2 Reducer, 8"x 6" � oo o z ��♦ E E7 I E7 E5 K VAL'%90 w 1� I o w S1 CO"QReT RE w sEsr I / FUTURE LAVENDER V °C \ E MA'"S K I / HEIGHTS SUBDIVISION o C4 Plug Or Cap,4" z o � N N2 \ I BLOCK I ` " o w o 0 S? \ ¢ `°� C6 Plug Or Cap, 6" z m LU U \ I I \ ❑II ♦ a 10 S2 / / w I BCD \ - - ♦ a Il 11 \ °o EG SS \ w C8 Plug Or Cap, g„ o _, w < o 3/4 Pressure Irrigation Service Per NMID Standard co U) F 9 — ' EG� ' �\\rOt � ♦♦ 3 � EP 1 S2 S? � � � � s❑ � UTURFE VAIFNs S1 Detail-Type..A.'Riser I - I � 0 0 \ 0 14 I I B 1 —°'— S S\ S2 1"Pressure Irrigation Service Per NMID Standard m I \ j I I \\ °"\\ \\\\ \\\ ♦♦ ♦ ° // 15 Detail-Type"A"Riser, For Long Side Service. III , I \\\\ \ G \ _ \r ♦� Sr / 9 S 11 I j 3 o O ,\ \EG\\\\\ ————roE`\\_ ♦o \' // y V ——— e-—____ , ? \\ S o ❑K P.C.C.Thurst Block(As Required Even If Not Shown) T �I I/y 12 °\ SS . TOE \ O O S Deflect Pipe Per Manufacturers Specifications ' •r O °° \TOE \— �� —_——— rO�l E8 / ♦` RR I r o 13 \ FUTURE LAVENDER \ I I o oaf❑°E❑;� — ------� K °1\ `♦ `� Sy o Vy 16 \ HEIGHTS SUBDIVISION N2 After Testing And Approval Of RPBA, Connect To City Water Service Z j11 W �y _`'D �f °°�TfP �-;_ ° - -- r ��r^�♦♦ Vr BLOCK II _ S1 17 III — ❑ P 0 EP • — \E c \\\ °��T— ros ♦ ` p y 1 \— �l �I K o - 5 _ I \ —r 2 ❑ - - s 6, C y oIm O o — —\—Ec T°e —TOE— \\—TOE— —\— `♦ (F 'AVIi T6 O O P � Ec�roa \roE \ TOE —— \\ RR i V6 0 — I \ Imo„„VQQQ y c n _ L—® fP`O O 4 O Ec roe U D' `r'I SE —roe\ r \ ♦ PARR RZ W UNPLATTED iI I ❑ I �POD°o 00 ` MEN7 FA RR - \\-T°"- O RR LAT --- — 5LF6 PVC II II m = z w I O .t I / 1 \ O O v —`Ec\\\ ERq —roE\\ —TOB— P/RR O I Q < O�� _ _ _ C6 V6 K �; Ca olo m 1 FUTURE LAVENDER a / 1 —EG oEo --EG\=`EG—`- --\T° — \\\,�\ — �— o a z1 HEIGHTS SUBDIVISION I Q/ II �o O o\E ``_` ems❑_``Ec��r�`��T \ '—�T — ---Tos —\\\ IRR ° z O ebP O EP-T ❑roe r°E- - E°T� EG-- --_ --- T 35 LF'- Q / O OE / \\ < III I rCn 1 ❑ w ------- .�� / w 1 O ;r° \� ---_ - SL6 w ❑ / 1 n° O'��❑r°" 92LF8"PVCro ❑-, r -__ ❑ I L—— —— • r—— f7" 0 0 —TOE— r0E\ TOg_ \— // \TOE °E \ roe— = L U " I �EP0�oO^\�yy\ °g r =_ —— `TOE—— \\ r I m m P uP o I "E 0 �� roE\` —— ro Tar _ roe I �-, /�� e - CID I I I °" —roE I I I ❑ L —JL__J JI � W w W ----- \ ® \O o 1 �— —TOE . V w I I r__ L I EP O \ 1 I I I K C8 ♦♦ °o --_ _ j ❑ I m II SOLE , � ♦♦ o \\ \\\ 3 \\ I 0 of fP- OE I 8 C ♦ O EP \TOE �\ \ Oe\Ec o!\\ TOE\ III I I 3 i � i I I i ♦ � bP \ \\ �Q W III I I I � O I o \ o"E_ ---J L--- I o �, _ 1• ❑ w o \ Ec \ 1 I I I T8 I I 1 •f I I BLOCK2 ♦ ♦♦ fPP o \\\\ \�\ 0 V8 1 0 0 \ - - -- -- -- --�-- -- -- -+ -- -- -- -- -- -- -- I-- -- -- -- -- ATIO II I PRESSURE IRRIGATION PUMP ST N �I o W W V8 I I I SEE SHEET C.702 FOR DETAILS I I 111 I 00 I W I I ^I K 10 LF 8"PVC f• f f. • • .19i f • r• •1 • S. ° . 1• 1 . I . S. S° J 51 .J . J.. • f ' • 1 . 1 I • ' f 1. TOO TOB——— TOE —— —TO —roe--TOE — Q EP f E {—EG \\r ` _----ToEP -- TBE -- --ERE -----ERo — ----TOE --_—TOE ————TOE — TOE ---- �EP— -- EG --- EG EG EP— —— EG EP---- EG E6 EP---- EG E ---- EGEP__ `"�6 --- E6 TIE EG —raE EG EG —_ EGTOE — — TOE --_—.�r� Eti ---EGT E TOE ____ EE EP Ep EP EF —44 ` P EP EP EF EP EP EP EP q' EP SAWCUT EP —— E— SAW EP EE vf1L EP �,� ��P P •^°E� -o��"- r� PROJECT NO. 20-0610-LH1 EP _ w SAW — _ W — SAWCUT — W _ _ — —SAWCUw — — — W — SAWCUT — w — — — — w — + — w — — — w — — w — — — — — — — — — — — \ UT— — P W W W w w -W W _�— WC-- —Ew SAWCUT SA DWG FILE C 600 DESIGNED BY SIT _ SAWCUT SAWCUT SAWCUT SAWCUT_ SAWCUT SAWCUT E. LAKE HAZEL RD. —— EP—— P EP ————EP EP Z ' i EP EP Too��— EP EP EP EP EP—EP �— —EP . DRAWN BY JTA -^= aE_=—EtT� oET rce�oE �E EC—=ioE z�=+ ❑ EG EG EG EG EG T—EP_— __ ___—EP— —— ————— ————— —————EP—————EP ———EP—————EP— — /EP—_ EP� - — __ CHECKED BY SIT TOE —TOE TOE TOE _ _ _ _ _ P p - -TOE TOO —Toe T09 ❑ P P EP —E ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm600 SHEET 24 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.600(Irrigation Plan).dwg K K BLACKROCK K I/\\ IRRIGATION PLAN R1 R1 SUBDIVISION R1 1 SCALE: 1" = 50'-0"HORIZONTAL T6 _ 5 LF 6"PVC T6 T6 r 75 50 25 0 50 100 a _ — — • k� CIVIL INNOVATIONS K V6 C6 oc ———roc Pffios — WRR PI —_— I Ell __ PIRR PIRR IR PIRR PIRR NORTH ———T0B —— _'66 —235 LF 6"PVC{ = {g = = a =his ____ _ a — {a HORIZONTAL SCALE IN FEET �� __=fie 701 LF 6"PVC o® 152 LF 4"PVC C4 K � gwvwi � Cj I S1CD S1 S1 S1 S1 S1 S1 S1 S1 S1 � S1 Mj I 3.00' mmil FUTURE LAVENDER 'I BLOCK 9 10 c' 9 8 7 6 \ i BLOCK 9 CONSTRUCTION KEY NOTES > 3 C' 2 1 PRESSURE IRRIGATION PLAN HEIGHTS SUBDIVISION I �� IMPRESSIVE EAST RIDGE n J` �' m SUBDIVISION NO. 1 SL4 Pressure Irrigation Sleeve, 8" PVC, C-900 r L.L I N I N I I � O T O W I 00 3.00' = I SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 N o r l I I I r � ui o r` 0 3.00 - II T4 Tee, 4" � °O 9i K K E2 V4 Im Q m o F o Y O t' •s r V6 N1 K 1 Ts Tee, 6" ' a Fj U_, E4 0 z C,, 6'\� LF w w w w w w w w w w T8 Tee 8"63 12 _ ram;\ - - - - - - - - - - - - > ° 67 LF I � °° p Z _ -- PIRR SW s ss ss ss ss E. BRACE DR. ss ss ss SL6 V1 Valve, 1"Gate 2 o VHEUIGH 0 LF 4"PVC 1 �� LL I I — J I S1 ° °. 3 ? S1 ° ° ° oS1Valve, 4"Gate 12 LF 4 PVC S1 E4 K y K E4 115 LF 4"PVC 63 LF_4"PVC 3 132 LF 4"1a PIRR PIRR — PIRRT6 V6 R1 K77 LF 4"PVC r° Valve, 6"Gate 5.00' E3 1 M V4 SL4 V4M V8 Valve, 8"Gate E LAVENDER 13 2 63 LFS SUBDIVISION 1 4 ti E2 S1 S1 3 8 S1 [Sol] 10 K ,,; K ss Y � S1 ' ; � E1 Elbow, 4", 11 1/4° K _ a $1 S1 15 5.00' 5.00' - z - > y l — — W — — W 101 Elbow, 4", 221/20 a 1 a R — 8 PVC—8 PVC—8 PVC go 5.00' E3 Elbow, 4", 45° o¢ BLOCK 7 BLOCK 8 ti t 12 S1 3 7 LSaj - Sl S1 P E4 Elbow, 4", 90° S1 I $ w FUTURE LAVENDER o S1 16 _ _ HEIGHTS SUBDIVISION $1 E5 Elbow, 6", 11 1/4° SAL 3 0 3 I A I I ❑ ��0 1 > I I Es Elbow, 6", 22-1/2° �co C�ISTE��r K V4 C4Qo 1 T4 K � 11 Si 4 6 S1 I E7 Elbow, 6", 45° Sl S1 I ❑ III ��o 62 S1 I 17 I I I ° 3 c's S1 �� r. �� I S1 I I E8 Elbow, 6", 90 � T� OF r I 1 EMI N P. I- I Lei � FUTURE LAVENDER I I E9 Elbow, 8", 11 1/4° o IIIM 4C f M HEIGHTS SUBDIVISION I IMPRESSIVE EAST RIDGE 10 Si 5 5 S1 I I SUBDIVISION N0. 1 E10 Elbow, 8", 22-1/2° MATCHLINE - SEE SHEET C.600 S1 I S1 is y MATCHLINE - SEE SHEET C.600 I E11 Elbow, 8", 45° w W C/ vi — LLi00, 9 a z } ¢ m - H y z A I BLOCK 10 I E12 Elbow, 8", 90° z a o LU z a 3 1 BLOCK K 7 a 3 m 1 S1 1 2 1 R1 Reducer, 6"x 4" u; 5.00 0 = � w S1 19 S1 1 6 a S1 z U) S1 S1 I S1 o S1 R2 Reducer, 8"x 6" o C2, o z FUTURE LAVENDER 5.00, 5.00, 5.00 ❑ o� S o U_ HEIGHTS SUBDIVISION I = I ' o w L` > K 180 LF 6"PVC E8FK7] °C LU PIRR PIRR C4 Plug Or Cap,4" z o L N s E1 s K E8 -- -- -- -- -- o w o 0 1 FUTURE LAVENDER 10 LF 6"PVC 7 y BLOCK 8 Cs Plug Or Cap, 6" C w W 68 LF K o Sl I S1 20 E4 S1 S1 3 3 S1 S1 HEIGHTS SUBDIVISION $� C6 o O 3 SL4 V4 "' 12 LF 4"PVC V6 C8 Plug Or Cap, 8" cc J J LU < O PIRR E4 E1 K 1 I 3/4"Pressure Irrigation Service Per NMID Standard W U :4 PVC 95 LF 4"PVC T4 K K V4 E1 t:K] I FUTURE LAVENDER K S1 OCK 9 s f •� I HEIGHTS SUBDIVISION Detail-Type"A"Riser z "_17- 17 4 PVC 21 w_� 2 Sop I 1"Pressure Irrigation Service Per NMID Standard *j— S1 ?� 65 26tF4„P _70LF4, m S2 Detail-Type"A"Riser, For Long Side Service. 4"PVC o CFI �C Sy PtrC L) I c, S w o0 �4 y 3 i M Sy [K] P.C.C.Thurst Block(As Required Even If Not Shown) T 3 LL t 3 �� E IN10co E , °E� /� LU 2a N K V4 E1 Sr 1 EQ N1 Deflect Pipe Per Manufacturers Specifications Q - Z H 22 � s ss \ •� .. lltFq„PAC Sy S1 S1 K • N2 After Testing And Approval Of RPBA, Connect To City Water Service N PAC' VQ / II �.g '` � Z 5.00' S1 E4 y \ w�' ° 3 PIRR s 12 LF 4"PVC 3 o s \ - /' 63�F� y �' ; UNPLATTED 23 Sl 95 LF 4"PVC ., o V4 K K 3.00' 3 w 3 E4 M „ r f T4 a " \ �uREE w w K w 63 LF � Sr 5 BLOCK 6 VQ Ww ss HIDCprEST ° 8 LF 4 PVC_ Sy _ - E. PHENOMENAL ST. - - - - T4 T— - 25 LF o Sr 6 3oo, m z SS S SS I� L R S I Q 10 LF 4"PVC SL4 Er Sy 7 27 LF 4"PVC PR I j \ Q J Sy 8 a y z _ R ¢ 0 K V4 T4 = 63 LF 4 PVC - \ Sr 9 a / WW I • PR \ \ 326(F4„p�C Sy s V4 SL4 V4 T4 a S R \ �attEr Sy l °u y P,R FUTURE LAVENDER T K 63 LF K � V4 ti Sy O PIRR 325�F ' \ 'sr 22 l l HEIGHTS SUBDIVISION I 11�! Sy RR 4ii — — —/ . K Sr PIRR W 2 S1 K lQ C4 VQ E —F 3 S P'R P L \-� 5.00'-" \ _ r RR BLOCK 5 ——ec 5 �� PIRR Ir"�� II --- BLOCK 4 3 a 5 S1 — —_ CQ Vq � \ , L- W s C-D —_ _ Sr FUTURE PIR R1 i s E3 K �s — ,, 7 / PIRR A<<EV \ LI-- µ-� - y R I. ,J Mq J \ 8 �RR e J '� S1 DNS S1 o S1 S1 Ln T6 ��; w / PR --- / 9 W �, \ f��0 SS RR PIRR PIRR 26 LF 6"PVC _ 287 LF 6"PVC w \ wW/ I� PIRR 11 s 1+ AtF 1 I E7 E5 K E V � • ' coNc E7 I NSQtE ST, W / FUTURE LAVENDER PROJECT N0. 20 0610 LH1 BLOCK RereREMgNs K I W / HEIGHTS SUBDIVISION ` \\ PIRR PIRR DWG FILE C.601 1 ° S1 7 DESIGNED BY BT W DRAWN BY JTA a 10 S? / 'o a Es FUTURE LAVENDER - CHECKED BY BT SS w " F o HEIGHTS SUBDIVISION ISSUE DATE 08/04/20 0 3 oo I 14 S? S? / / �\ s❑ UTUREE VALW HORIZ.SCALE AS SHOWN y 8 I — '— \\ ss O`ES❑ 3 VERT.SCALE AS SHOWN ° 15 .__ 30.- ° 12 Cm601 P— \ ` .R �3, sr yr -- W SHEET 25 OF 28 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.600(Irrigation Plan).dwg CD Z W W H O = m = w VARIES 7'-0" 36'-0° 10'0" c� VARIES SIDEWALK 18, 18' SIDEWALK W 58'RIGHT-OF-WAY 1.4. 1'0" CL s o CURB NON-IRRIGATED 5"THICK CONCRETE SIDEWALK,TYP. CURB 13'FUTURE RIGHT-OF-WAY a 20' 38' co LANDSCAPING 3"ASPHALTIC PAVEMENT OVER BRIDGE 4"MIN.OF 3/4"MINUS VERTICAL CURB AND GUTTER PER ACHD 2' 21' 12' 21' 2' (TYPICAL) CRUSHED GRAVEL SUPPLEMENTAL DETAIL SD-701 1.75% 2% 2% 1.75% Cj 2' 5' 8' 2' 18.5' 6" 6" 18.5' 2' 8' 5' 2' --- y 1'LANDING SIDEWALK SIDEWALK VERTICAL CURB AND GUTTER P•5 VERTICAL CURB AND GUTTER V LANDING 24"CONCRETE FORM LINER WATERPROOFING MEMBRANE(TYPE D)TO COVER PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL SURFACE STONE,PATTERN THE FULL LENGTH TO CULVERT PER SEC.511.MIN. a SELECTED BY OWNER(TYP. 3'1 DETAIL SD-701,TYP. 3.0'OVERLAP ON SIDES OF BOX,PROTECT W/SAND ° 3.•r I 2% DETAIL SD-701,TYP. �MPX• BOTH SIDES,WINGWALLS M 1.75k 2% MAX 2% 2% y 20� 2% 1.75% 3'• S THE NOMINAL n f AND CONCRETE RAIL) ' LARGEST 0 AGGREGATE SIZE. g1M g.1M 3rM o gI r Z T T FUTURE SIDEWALK - _ 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER __________ __________ w 00 (SP 3,0.50 INCH(1/2")MIX, VERTICAL CURB NO GUTTER(8"HIGH) VERTICAL CURB NO GUTTER(8"HIGH) ACHD SUPPLEMENTAL DETAIL SD-709 r T cn - oo PG 64-28) PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 4"OF 3/4"MINUS CRUSHED GRAVEL � DETAIL SD-701A,TYP. DETAIL SD-701A,TYP. L� j 00 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALSj oo 6"PAST CURB AND GUTTER(TYP.) m p o0 0 20"oF6"MINUS PIT RUN TYPICAL COLLECTOR STREET SECTION (WITH ISLAND) TYPICAL STREET SECTION (AT BRIDGE CROSSING) Q Y o COMPACTED STABLE SUBGRADE '- NOT TO SCALE-58'RIGHT-OF-WAY(S. BLOOMERANG AVE.), STA 10+90.00 TO STA 11+55.76 5NOT TO SCALE- (S. BLOOMERANG AVE.) o z O LL.i °° o Z co 0 r Cj a z a a o z C) o= o v o 0 F- F- CD Y 63'RIGHT-OF-WAY m Cca 20'RIGHT-OF-WAY RIGHT-OF-WAY VARIES 3 cc cc 0 a 2' 5' 8' 2' 14.50' 14.50' 2' 8' 5' 2' 13'FUTURE RIGHT-OF-WAY 2' 18.0' VARIES 2' SIDEWALK SIDEWALK V LANDING V LANDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 2' 5' 8' 2' 16.0' VARIES 2' 8' 5' 2' 3-1 SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD 702 pX• VLANDING SIDEWALK SIDEWALK M�Op'j_ 1.75% 2% 2% 2% 2% 1.75% 3�M VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER V LANDING r y.. y y " QN AL 1 &r M `a�PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 3 S T �f 3 r Mqk 1.75% 3.10 DETAIL SD-701,TYP. DETAIL SD-701,TYP. �Mph• 5"THICK CONCRETE SIDEWALK PER ��1 ERA 2% A� 2% 2% ACHD SUPPLEMENTAL DWG.SD-709 2% 1.75% 3'• 2 1/2"OF ASPHALTIC PAVEMENT _.,. x " t 2 4 MINUS CRUSHED GRAVEL - . .. ;- •.. (SP 3 0 50 INCH(/")MIX PG 58-28) "OF 3/4" 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 'g;1M g.1M ��oo qk EXTEND ROAD BASE MATERIALS D� O FUTURE SIDEWALK 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER 10"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) �QP� (SP-3,0.50 INCH(1/2")MIX, ACHD SUPPLEMENTAL DETAIL SD-709 COMPACTED STABLE SUBGRADE T� PG64-28) TYPICAL COLLECTOR STREET SECTION 4"OF 3/4"MINUS CRUSHED GRAVEL TYPICAL LOCAL STREET SECTION OF �� o 4"OF 3/4"MINUS CRUSHED GRAVEL 2NOT TO SCALE-RIGHT-OF-WAY VARIES (S. BLOOMERANG AVE.)STA 11+61.76 TO STA 13+38.11 EXTEND ROAD BASE MATERIALS 6NOT TO SCALE SIN P 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) COMPACTED STABLE SUBGRADE LL: U LU H CC U dLU LU U O Z CC O Z d m O Z � Z Q O LU Z Z < � o z LU p J O L U LU U U 50.00' _ zo o g z m 2' 7' 41.0' -, E o 0 >z > ¢ z 21.0' 3.0' 17.0'MIN. a = w SIDEWALK a w cc ¢o w V LANDING 8.5' 2' 9.5' GRAVEL VARIES VARIES-SEE PLAN z o c')' N U) z o „ SHOULDER ¢ z CC w O ¢ = LU O p J } C Y INSTALL BORROW DITCH WITH CONTINUOUS z w w `c: a SAND TRENCH PER ACHD STORMWATER 6"OF 3/4"MINUS CRUSHED GRAVEL m LU DESIGN GUIDELINES STD.DWG.DETAIL 05 c z ~ o W = C„ N 4.y SAWCUT LINE REFERENCE ISPWC o Cl- SD 301 AND cc ¢ 2-1Mqk ACHD SUPPLEMENTAL DWG.SD-303 AND SD-806 m _J 7'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 10'SIDEWALK EASEMENT 1.75% _J 2' 36.00' 2' 4 q 1 '1 MAY , M 2% 1%MINr4%MAX. � _ = �,- W Uj 2' 7' 2' 16.00' 16.00' 2' 10, 2' Mom' SIDEWALK SIDEWALK THICK 3 2'MIN `., z 'DEPTH OF ASTM . NOTE' 1'LANDING 1'LANDING 5"THICK CONCRETE SIDEWALK PER C-33 FILTER SAND VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER ACHD SUPPLEMENTAL DWG.SD-709 12.01 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL 4"OF 3/4"MINUS CRUSHED GRAVEL 2. NO CROSS SLOPE ALLOWED ON LANDINGS DETAIL SD-701,TYP. DETAIL SD-701,TYP. MpX. 3. NO TOLERANCES WILL BE ALLOWED r 1.75% 2% 2% 1.75% 3' ■ g.1 M3. MqX 5"OF ASPHALTIC PAVEMENT O 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER OR MATCH EXISTING, "OF 0.50 INCH CRUSHED MIX, GAVEL ACHD SUPPLEMENTAL DETAIL SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL PG 64-28) INCH(1/2")MIX, 4"OF 3/4"MINUS CRUSHED GRAVEL WHICHEVER IS GREATER 25"OF 6"MINUS PIT RUN Z 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS COMPACTED STABLE SUBGRADE O 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) TYPICAL COLLECTOR STREET SECTION TYPICAL BORROW DITCH SECTIONCOMPACTED STABLE SUBGRADE OT TO SCALE-40'RIGHT-OF-WAY(S. BLOOMERANG AVE.),STA 13+65.38 TO STA 14+55.27 NOT TO SCALE-E.LAKE HAZEL ROAD 0 O Q J y o < W z p pAgp CaLU F_ $TAN G060 CD LUp S�1011 cc _ LU ( Cm z } ¢ z ECTION LU U z CD CIOTRANSITIpN$ W W O = W W W Y °' J Ir W a- w o M i a 20'-0' a o o W 13'SIDEWALK EASEMENT 40'RIGHT-OF-WAY 18'SIDEWALK EASEMENT NpARp INE / 18'-0"ASPHALT DRIVEWAY d 2' 36.00' 2' $TA Ep$�g2) F�$�1 i 1.-O° 1.4. 2 SIDEWALK 8 2 16.00' 16.00' 2' 8 10,SIDEWALK 2 AOLLONp 50,10) p 1 / gE 3'1 MqX 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB(TYP.) V LANDING T LANDINGUJI VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER i 16$N ALL PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL / AjERA�N$E g.A M� 3.1 M 3 rMAX 1.75% 2% DETAIL SD-701,TYP. DETAIL SD-201,TYP. 2% 1.75% !S.A Alf1RAN$I •.• „...; ;~ _ f / AN ENp$p EXTEND ROAD BASE MATERIALS 21/2"ASPHALTIC PAVEMENT "" ''` 3•1 ESP TN 6"PAST CURB AND GUTTER(TYP. g.1 M MqY FpR�O AT g0 ) 10"OF 3/4"MINUS CRUSHED GRAVEL 3"ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER PP TALE COMPACTED STABLE SUBGRADE PROJECT NO. 20-0610-LH1 (SP-3,0.50 INCH(1/2")MIX, ACHD SUPPLEMENTAL DETAIL SD-709 IN PG 64-28) 4"OF 3/4"MINUS CRUSHED GRAVEL NOTE: DWG FILE C.700 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS SEE PLAN VIEW FOR LOCATION,DISTANCES AND OFFSETS DESIGNED BY BT 20"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) DRAWN BY JTA COMPACTED STABLE SUBGRADE 4TYPICAL COLLECTOR STREET SECTION 8NOT VERTICAL TO ROLLED CURB TRANSITION SECTION ASPHALT DRIVEWAY DETAIL CHECKED BY BT NOT TO SCALE-40'RIGHT-OF-WAY(S. BLOOMERANG AVE.), STA 14+96.45 TO STA 15+89.95 TO SCALE-ISPWC STANDARD DRAWING SD-707, MODIFIED 9 NOT TO SCALE ISSUE DATE 08/04/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm700 SHEET 26 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg FINISH GRADE 1 2 A.1/A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED t _ DC ��`��`��Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa�Sa��a��a\ate��i i = f _ ••-'•::"�` '�� • 1=LI=111-1I i i NATIVE BACKFILL IN 6"LIFTS ell - �\�\� COMPACTEDT095%PROCTOR DENSITY ��i� III-III -III=III - °_4.°,e A.2 i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/i/ II II III �II a °o AP °g erg° o °gam A.3 g � NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP s 3 ° AND SIDES OF SEEPAGE BED. OVERLAP OF 1'MINIMUM. PLAN CONCRETE COLLAR D n � � N.T.S. //� CANGULARJ�n 3/4"-.-2"ROCK ° a `I r T CD � �o g W 00 M Q A.4 ut g o ; T o 0 �18"� p M CO g m > cc) ASTM C33 FILTER SAND 1.5' _J" .._� J o ". ;. e m m p 00 o 0 A.5 0 - ° Y � .� ` I I LU _U 1= MIN.EXCAVATION W x s s ' 0- O z 2757 --- --------------- 1 SEEPAGE BED SECTION VIEW w 6 Q `co m CD _ - - _ _ _ SECTION CONCRETE COLLAR Z o 2756.66 FG/NG a c > N.T.S. Z r 2755.38 FL/GB 275ssa Fc/Nc\ 4 0 14+67.57,15.67,L I, 2 756.17 FL` �j MONITORING WELL(GROUND WATER OBSERVATION w 14+72.5 ,15.67'L S� WELL)-SEE DETAIL SD-627 ON THIS SHEET 2756.47 Fc/Nc NO TREES OR SHRUBS OVER SEEPAGE BED A.1/A.1-1 e w w a l w w w w w w T TRANSITION FROM SOLID - ` WALL TO PERFORATED PIPE iiiiiiiii iiii iiii I I 2755.30 FL/GB I �� NATIVE BACKFILL IN 6"LIFTS �\\\\\\�i\�i/��ii��ii��ii��ii��ii� �ii��i/�\\\ Cj 2 56.52 AC 5' MIN. OF 18"SOLID WALL PIPE(MIN.) ��/�/�/�/�/�/�/� �� COMPACTED TO 95%PROCTOR DENSITYA�A�A�A�A�y��/%�/%�/%�/%� \A�✓�A 14+62.57,10.6T `�i`�i��i��i��i��i��i��i�i i i i i i i iiiiiiiiii� /iiii 14+7 .57,0.00' o E. PHENOMENAL ST. �� /%%��'%�� A.2 ANGULAR 3/4"-2"ROCK ° N 1 INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE 18"PERFORATED PIPE CAP END s ss ss ss s 2756.17 FL ss ss INV.=A.3 -------- ----INV. =- (SEE PLANS FOR LOCATIONS) --- -------------------- �a A.3 f I \21756, 14+72.57,15.67'R 275s.00 Fc/Nc nnn; [ N.T.S. 2754.90 FL/GB \ 4"OF 3/4"PIPE BEDDING , a� ANGULAR 3/4' 14+62.57,15.67'R \ ��5� � ova DAD��U vwv w � � �D g � aaD g � a � � a o � `�' D`•U c�-IJ A.4 O 2 1�AL 755.76 FG/NG-\ 2755.57 FG/NG - - - - I \ � - - - ASTM C33 FILTER SAND 2017 ACHD REVISION �� C, sST 2755.65 FG/NG 2755 1 ` A.5 Ulf 2754 :: MIN.EXCAVATION IDAHO STANDARDS \ �W 2754.50 Fill o 2754.50 FUFG L _ FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING �I 0 14+11.57,41.50'R I 2753 14+62.57,41.50'R \ r� 3'MIN. CONSTRUCTION OBSERVATION WELL S D o 6 2 7 2751.50 TOE - 2752 2751.50 TOE SEEPAGE BED PROFILE VIEW HIGH GROUND WATER (ACHD SUPPLEMENT) 14+23.57,53.50'R 12-0" 27'-0" 12'0" 1 14+50.57,53.50'R ` f� X, O F \ �Q� `� INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR CORNERS.SEE STORM DRAIN MARKER IN P LEGEND M NOTES ON THIS SHEET. Qi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER �s S MATCH EXISTING N M 1 QQ 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED ,4:1 SLOPE,TYP. �" N n n N I CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) w N N TEMPORARY N N N (��, N � 3 \ I DRAINAGE O 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER p \ \ I POND O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CC � a o CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS '-'-' LU vT \ SEEPAGE BED AREA = o z 2751.50 TOE I I 2751.50 TOE W 1 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" cc o } 14+23.57,80.50'R \ N PIPE. DRILLED WELLS MAY USE 4" PIPE o ¢ C° 2752 14+50.57,80.50'R O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK z > z Q o - -2753- -------------------------zzzz----------------- O POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY ' ' z z 18"NON-PERFORATED PIPE 18"PERFORATED PIPE O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. LU o J 2754.90 FG/NG I 2754 INLET FROM STORM DRAIN MANHOLE INV.=A.3 INV.R AE CAP END CAP END W USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES cc LU _ _ _ _ _ _ _ _ _ _* 1 (SEE PLANS FOR LOCATIONS) --------~------------------------------------------------ z v cn 2754.88 FG/NG 2754.89 FG/NG-- l 2754.50 W \ NOTES: - CD o o z 14+62.57,92.50'R \ U' o 2754.50 TOB I MONITORING WELL W2 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR a � F- w a SEE NOTES THIS SHEET STORM DRAINAGE FACILITIES } z - 14+11.57,92.50'R \ \ SEEPAGE BED AREA 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS z o cn c, 1 BLOCK 1 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD o zo w \ I I \ 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION o v, L) z w MONITORING WELL z m I 3 \ \ 5'MIN. L 5 50' ®SEE NOTES THIS SHEET ¢ zcc � S U.) _ = SEEPAGE BED PLAN VIEW "' z 1 TEMPORARY STORM DRAIN POND PLAN VIEW SCALE: 1" = 20' T SEEPAGE BED TABLE ■ 0 SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 A.4 A.5 L W W1 W2 D Z (LOWEST FG)(HIGHEST FG) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) 1 2747.43 2748.75 2745.90 2741.75 2739.90 2738.40 64.0' 15.0' 7.5' 7.5' 6.0' Z 12' 27' 12' O 2 2754.78 2755.77 2752.40 2747.05 2746.40 2744.90 173.0' 15.0' 7.5' 7.5' 6.0' 18"DIA.CORRUGATED HOPE OR PVC WALL DRAIN PIPE. 3 2756.31 2756.85 2753.90 2751.90 2747.90 2746.40 60.0' 15.0' 7.5' 7.5' 6.0' 90° TOP OF POND EL.2754.50 -- -HW=2753.95- -YR) ------ TOP OF POND EL.2754.50 ------------------- - ----- ------------- 4 2757.86 2758.22 2755.50 2753.38 2749.50 2748.00 18.0 15.0 12.0 3.0 6.0 , SAX R:1 M 45° \��45' 4.-1-r / 100-YR VOLUME=3415 C.F. M 5 2747.88 2749.17 2745.50 2743.40 2739.50 2738.00 142.0' 15.0' 7.5' 7.5' 6.0' Q m BOTTOM OF POND EL.2751.50 6 2746.74 2747.63 2744.35 2742.25 2738.35 2736.85 149.0' 15.0' 7.5' 7.5' 6.0' o_ NOTE: 3/8"PERFORATIONS IN VALLYS OF oll' ¢ Q 1. CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESS ASTM C33 7 2747.05 2747.66 2744.70 2742.55 2737.70 2736.20 75.0' 15.0' 7.5' 7.5' 7.0' CORRUGATED PIPE.5 EA. y INFILTRATION TESTING PRIOR TO PLACING THE FILTER SAND. FILTER SAND z 8 2747.15 2747.99 2744.75 2740.80 2738.75 2737.25 121.0 15.0 7.5 7.5 6.0 Q y z DESIGN INFILTRATION RATE IS 8"/HR. 18"PIPE PERFORATION SCHEDULE _ 2. SOILS AND GROUNDWATER INFORMATION PROVIDED BY =1 NATURAL RESOURCE SOLUTIONS,LLC REPORT DATED p[ Ir NOVEMBER 29,2013. L U CD OVER-EXCAVATE BOTTOM OF POND A MINIMUM SEEPAGE BED DESIGN NOTES: 2017 ACHD REVISION C F OF 2'INTO FREE DRAINING MATERIAL. 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING AND INSPECTION DATED MARCH 2O15. CO GROUND WATER WAS NOT ENCOUNTERED IN ANY TEST PITS OR OBSERVATIONS WELLS.CONTRACTOR SHALL NOTIFY THE IDAHO STANDARDS TEMPORARY DRAINAGE POND SECTION ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM OF THE DESIGN ELEVATIONS FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING W FOR ANY INFILTRATION FACILITY. CONSTRUCTION OBSERVATION WELL S D-6 2 7 = 2. DESIGN INFILTRATION RATE IS 6.0 INCHES PER HOUR. (ACHD SUPPLEMENT) 2 OF 2 2 TEMPORARY STORM DRAIN POND DETAIL 3. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE TEST RESULT IS LESS THAN THE DESIGN INFILTRATION RATE,CONTRACTOR MAY NEED TO BLAST OR NOT TO SCALE BORE TO CREATE A CONDUIT FOR DRAINAGE OR HAVE THE SYSTEM REDESIGNED TO ACHIEVE THE REQUIRED INFILTRATION W RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. Q 4. 100-YEAR DESIGN STORM RUNOFF VOLUME: SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=2,315 C.F. Z SEEPAGE BED CONSTRUCTION NOTES: SEEPAGE BED N0.2: REQUIRED STORAGE VOLUME=6,219 C.F. W 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=2,137 C.F. HSGW ELEVATION. SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=622 C.F. 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. SEEPAGE BED NO.5: REQUIRED STORAGE VOLUME=5,137 C.F. 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. SEEPAGE BED NO.6: REQUIRED STORAGE VOLUME=5,378 C.F. 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. SEEPAGE BED NO.7: REQUIRED STORAGE VOLUME=3,124 C.F. 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. SEEPAGE BED NO.8: REQUIRED STORAGE VOLUME=4,329 C.F. 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. PROJECT NO. 20-0610-LH1 STORM DRAIN MARKER NOTES: 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: DWG FILE C.701 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. DESIGNED BY BT CONSTRUCTION AND PRIOR TO BACKFILLING. C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. DRAWN BY JTA D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. CHECKED BY BT MONITORING WELL NOTES: E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE ISSUE DATE 08/04/20 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE SUBGRADE. BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO HORIZ.SCALE AS SHOWN END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. SEEPAGE BED NOS. 1-8 DETAIL FINISHED GRADE IS REQUIRED. VERT.SCALE AS SHOWN SEEPAGE TO SCALE Cm701 SHEET 27 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg 2"FILTER LINE-DISCHARGE TO FARR LATERAL -------------------------- - \ \ \ P/RR PIRR W TcE -- ---- --- O r \ \ \rPo 1-1/2"REMOVE CONTROL VALVE PROGRAMMED TO ACTUATE DURING PUMP ACTIVATION.CONNECT PER - --_ - - C7 _T°E - _ CIVIL INNOVATIONS Cj NOTES. d 00-r�___ _ \\\\\ 27s2-- ;_'° _ -_-_ ----------- - - - '� NORTH / 4 FOOT-2 LAMP FLOURESCENT LIGHTS iv _\\ -- -r°E- / / - \ \ \ / 611 T 12"INV EL.2751.66 ° \O- 2 52 EX/STjIyO pARq L4TER41 r�i -2754- 27SS \O\\ 1"DRAIN VALVE AND VALVE 2"PRESSURE RELIEF VALVE DISCHARGE INTO WETWELL \r�\ ;�`__\ i-__O'°` -_ ---2753-__ \ \ O�, BOX TO GROUND LEVEL ,;,- j t -!E� --__ -r°E- 3 ---- n 8"DISCHARGE LINE - V-1000 FILTER , - 00° ° - -` 2754` I \ _ SEE IRRIGATION PLAN /// \ \ o .j \ \\°\ `r°° -_ 2j5� `\ w 00 FOR CONTINUATION 8"COLLECTOR CHECK VALVE(TYP.) o -Ec_, -__ -__ _ T 8"DISCHARGE LINE °° _\ 2755� -__ ti_, - 27 2"DISCHARGE LINE `\ ___-___ __\ O ~ T °1 SHUT-OFFVALVE(TYP.) oo �_ \\ _ a / S2_-` C/� N t \ _ __ T�\ -r `T°E TO FARR LATERAL 1'-10" 1'-10" VALVE AND FILTER CONTROL.MODEL NO.V-1000 WITH 2" - - - - CW 1000 -`°-, -, \- -_ r __ ``'� -_ \`Tcc � °O I ;r � r� -___ \ \ EXISTING �- m p o0 0 ELECTRIC CONTROL VALVE AND VF-AC FILTER CONTROL i `E°- EXZST/NR qR E°O O'er-� O 1` - _; WITH 12"RCP - a Y - o-_ -ros `ros C \ __ CV ESSROgp `Ec, _ -------- _ ,-,_ _� INV=2751.96 oC -r�� ` r \ \\% // \\ \T�\\ \\ \\Ec _` O Z \ \ / PERIODIC MATERIAL REMOVAL \`ro _ \� _ LU _ - _- - - \ O u i O ^a \\_�\ � �_\\\ `\O\\ \ \°a \- _ J - '°° - l56' - \=\°E \� \� _ _ - _ CD -TOe- _EG \ \ - TOf _ \\ ROD-BEND 90 DEGREES a- t ^ Opj `r� ��! ? _ \` - --__ `-_ - E°--- '°" INSTALL 4'x4'IRRIGATION BOX N0.1 WELD TO ACCESS DOOR o - - _ _ _ _ \\ -- ® ® t a ® ® � \ \� _ ---O_ Or°°- _--r�O O° ,�-- -E°- I_` �(AT END OF EXISTING 12"RCP) 5'-6" - -- - _- I E°-RIM=2755.60 - MAIN STEP-DOWN BREAKER - _ -r�_- --__ - -r�_- - - EP _ I EXISTING 12"RCP INV INN =2752.80 I DISCONNECT TRANSFORMER PANEL 3'x 3'WET WELL ACCESS DOOR \>° FgRR O - EP _ lqt\�E ----_ -a¢_ TO° �--- I 12"PVC INV OUT(S)=2751.85 ,•, . ° P• •• q�ENt METER 1'6" 11'6" 1'-0„ EP '° ,\\ \ -_ \\ O \\�\ O �'°e \ -E° `_�- ---kp c� -'OE EP \EP \\ \EP N �� I - - -2755 "EP \ \ EP \ \ \^oa \\\ k \\ /� - / / PRESSURE IRRIGATION PUMP STATION PLAN VIEW \EP O EP \ ` \\ // -TOE \ �s \ _ 3 '2754-0 - ROOFHATCH �� EP �jS30 \ ��/ / --� \ \ TOE / 409/- TOa -'�_ �c-- EP O EXISTING WEIR STRUCTURE EP °° _- -------_ TO BE REMOVED ----TOE --O OONAL ��G __ \\ / TOE TOE \ - \ -TOE J� PIRR `� /// I EP \ �IS T�`E,� f I PIRR EP 36.45 LF 12"PVC @ 0.52% / = EP I 0�62 (INSIDE STRUCTURE WALL O 2753 a O /��/�p�0 o TO INSIDE STRUCTURE WALL)EP v� OO h 0 F 8"PVC \EP PROVIDE P.S.ENCLOSURE WITH HARDY BOARD SIDING IN P. �O EP 12"CLR. 2' NOTES:CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND EXISTING LINES TO INSURE NO DAMAGE. I \ 12"PVC INV=2751.66 MIN. 2. CONTRACTOR TO DEWATER AROUND CONSTRUCTION OF THE STRUCTURE TO INSURE A SOUND PRODUCT. I - `� to EP 3. #4 REBAR SHALL BE PLACED AT TWO FEET ON CENTER BOTH HORIZONTALLY AND VERTICALLY.ANY I 5'-p r • o CONNECTING OR OVERLAPPING SPLICES SHALL OVERLAP ONE FOOT AND BE TIED AT TWO PLACES SIX INCHES I POINT OF CONNECTION • cc c~.D a 8"DISCHARGE LINE Lu w APART.ALL VERTICAL STEEL SHALL HAVE A MINIMUM ONE FOOT HORIZONTAL LAP ATTACHED TO THE SEE IRRIGATION PLAN x m 8"FLOW METER.SEAMETRIC WMX o 2-- HORIZONTAL REBAR.ALL BENDS SHALL HAVE A MAXIMUM 1"RADIUS. FOR CONTINUATION z cc o } 101-FLG.MAGMETER OR EQUAL 8"PIPE COLLECTOR AND DISCHARGE PIPING o a F m 4. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI(MIN.). I z a o BUTTERFLY VALVE.REMOVE HANDLE LU z PROPOSED SCREEN BOX o z EXCEPT FOR MAINTENANCE w o - SUPPORTS TYP. I SEE DETAIL ON THIS SHEET z = J � DRAIN PLUG 6" 5'-6" 6" o � FINISHED FLOOR EL.2755.60 O O + I PUMP STATION = PROPOSED PRESSURE IRRIGATION o o g z TOP OF SCREEN BOX EL.2755.60 I SEE DETAIL ON THIS SHEET o w F- FINISHED GRADE EL.2755.10 rn a m w a BLOCK 2 } m ,z m m FILTER FLUSH VALVE o L a o 1-1/2"FILTER LINE FROM REMOVE I w LU CONTROL VALVE FOR FILTER SEE IRRIGATION PLAN FOR CONTINUATION 1 z � HIGH WATER LEVEL EL.2754.60 HW EL.2754.60 I m w 8"DISCHARGE LINE I w M = ° 10"INV EL.2752.00 10"INV EL.2752.10 ° z 1"DRAIN VALVE AND VALVE BOX I I ° 1 CU.FT GRAVEL SUMP Q TO GROUND LEVEL CW 1000 - 10"PVC PIPE 10"PVC PIPE- . °. r ■ 12"INV IN WATER-TIGHT CONNECTION(TYP.) EL.2751.66 BOTTOM OF SCREEN BOX EL.2750.60 PLAN VIEW O a 2 SCALE: 1" = 10'-0"HORIZONTAL Z Z MP A PU DATA: Pi:3 HP-ABB PUMP(JOCKEY) 6 6 O P2:15 HP-ABB PUMP P1 P2 P3 MOTOR SHROUD FOR COOLING FOR P3:15 HP-ABB PUMP SUBMERSIBLE MOTORS(TYP.) y U) _ J 500 GPM @ 190 FT TDH NOTES: w 1. THE SKID FOR THE NEW PUMPS SHALL HAVE A FRAME CONSTRUCTED OF 4 X 1-3/4 X.321 (7.25 LBS/FT)CHANNEL AROUND THE A ® p A p PERIMETER OF THE SKID.LONGITUDINAL MEMBERS SHALL SUPPORT THE PUMP AND PIPE SUPPORT MEMBERS.INSURE THAT 0 z O v THE WET WELL PORTION IS COVERED BY THE SKID MEMBER.A NON-SKID PLATE WITH BASIC MEASUREMENTS OF 7'-6" FEET X BOTTOM OF WET WELL EL.2742.60 T T 13'-6"FEET X 3/16 INCH SHALL COVER THE FRAME.ALL METAL SURFACES SHALL BE SAND BLASTED TO BARE METAL AND THEN _____ _ ___ O Q SEALED BOTTOM END COATED WITH BLUE EXPDXY PAINT.05 INCH THICK. MOUNTING HOLES FOR THE PUMP SHALL BE DRILLED PRIOR TO PAINTING. 2' Q U) a • ,. .° AN ACCES DOOR IN THE NON-SKID PLATE SHALL BE PROVIDED AS PER PLAN. Cn P 2. THE PUMP CONTROL PANEL SHALL BE UL LISTED AS AN INTREGALLY ASSEMBLED UNIT.THE PUMP SHALL BE CONTROLLED WITH AN ABB "VARIABLE FREQUENCY DRIVE"OR EQUAL THAT CONTROLS DOWNSTREAM PRESSURE AT VARYING FLOWS CENTERLINE STATIONING Z WITHOUT ANY CYCLING OF THE PUMP MOTOR UNLESS FLOW IS STOPPED.THE CONTROLS SHALL BE INSTALLED AS PER STRUCTURE CONTROL y Q z 60"WET WELL MANUFACTURERS SPECIFICATIONS.THE SYSTEM SHALL BE PROTECTED WITH A LOW PRESSURE SWITCH.ALL CONTROLS `D ® ® POINT(CENTER OF BOX) 0 O SHALL BE OF INDUSTRIAL QUALITY. THE DELIVERY PRESSURE SHALL BE SET INITIALLY TO OPERATE AT 70 PSI.FINAL pC Q ADJUSTMENTS SHALL BE COORDINATED FOR THE PROJECT SITE.THE PRESSURE MAINTENANCE(PMP)SHALL BE SIZED TO LJJ CD 4'-0" OPERATE IN THE PARAMETERS OF THE MAIN PUMP.THE SUBMERSIBLE PUMP SHALL BE SHROUDED TO PUMP FROM THE 6" 6" 2E OC PRESSURE IRRIGATION PUMP PROFILE VIEW BOTTOM OF THE MOTOR OF THE PUMP.THE PUMPING OPERATION SHALL BE PROTECTED WITH A LOW WATER SHUT-OFF DEVICE THAT SENSES THE WATER LEVEL IN THE WET WELL.A HARMONIC FILTER PER IDAHO POWER COMPANY SPECIFICATIONS SHALL PLAN cc NOTES: BE INSTALLED TO PREVENT HARMONIC DISTUBANCE BY THE VFD. W p 3. AN AUTOMATIC STAINLESS STEEL SELF CLEANING FILTER WITH SUCTION CLEANING OF THE SCREEN SHALL BE INSTALLED.THE = U) 1. CONTRACTOR TO DEWATER AROUND CONSTRUCTION OF THE STRUCTURE TO INSURE A SOUND PRODUCT. FILTER SHALL HAVE A FLOW OF 500 GPM,150 PSI RATED WORKING PRESSURE,MINIMUM WORKING PRESSURE OF 35 PSI,448 w 2. #4 REBAR SHALL BE PLACED AT TWO FEET ON CENTER BOTH HORIZONTALLY AND VERTICALLY.ANY FOUR%"x 4"ANCHOR BOLTS EXPANDED METAL LID(59"x59") SO.IN.200 MICRON FILTER SCREEN, INLET/OUTLET OF 6 INCHES,A 2 INCH FLUSH VALVE AND A HYDRAULIC DRIVEN CONNECTING OR OVERLAPPING SPLICES SHALL OVERLAP ONE FOOT AND BE TIED AT TWO PLACES SIX SCANNING DEVICE.THE FILTRATION SCREEN SHALL BE 300 MICRON.THE FILTER SHALL BE A MODEL V-1000 FILTER MADE BY WITH WASHERS INCHES APART.ALL VERTICAL STEEL SHALL HAVE A MINIMUM ONE FOOT HORIZONTAL LAP ATTACHED TO VALVE AND FILTER CORPORATION OR EQUAL.THE FILTER SHALL BE CONTROLLED BY A DIFFERENTIAL PRESSURE CONTROLLER W THE HORIZONTAL REBAR.ALL BENDS SHALL HAVE A MAXIMUM 1"RADIUS. SUPPLIED BY THE FILTER MANUFACTURER.THE FLUSH LINE SHALL DISCHARGE INTO THE DOWNSTREAM GIRR LINE.THE FLUSH TOP BOX ELEV.(RIM) Q 3. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI(MIN.). LINE SHALL BE SLOPED TO DRAIN WITH APPROXIMATELY ONE FOOT OF COVER.THE PIPE SHALL,POINT DOWN TO DISCHARGE THE WATER.THE PIPE SHALL BE 1.5"PE 100 OR EQUAL. 4. ALL STEEL PIPING SHALL BE SCHEDULE 80 RATED AT 155 PSI WITH STEEL 1/2 INCH FLANGES.ALL FABRICATED PIPING SHALL BE SAND BLASTED AND COATED WITH GREY EPDXY PAINT.05 INCH THICK.ALL STEEL UNDERGROUND SHALL BE PROTECTED WITH A COLD TAR WRAP OR COATING PER MANUFACTURERS RECOMMENDATIONS UNLESS THE MATERIAL IS DUCTILE IRON. 5. THE PUMP STATION SHALL BE ENCLOSED WITH A FRAMED WOOD BUILDING WITH A HARDY BOARD SIDING AND A ROOF HATCH a FOR PUMP MAINTENANCE.THE CONCRETE SLAB SHALL BE 6 INCH THICK ON GRADE WITH#4 REBAR AT 2 FT.OC.EACH WAY. ______ _ _____ THE BUILDING SHALL BE FASTENED TO THE CONCRETE WITH ANCHOR BOLTS AT 36 INCH ON CENTER.THE BUILDING SHALL SEE PLANS FOR PIPE SIZES, INV OUT INV IN MEET ALL LOCAL BUILDING CODES FOR THE PURPOSE IT IS TO SERVE.PAINT BUILDING AS PER ARCHITECTURAL SPECS.A 3'-0" X 6'-8"LOCKABLE METAL DOOR SHALL BE INSTALLED ON ONE SIDE. A VENT ON EACH END OF THE BUILDING SHALL BE ELEVATIONS AND LOCATIONS _____ _ ______ INSTALLED.THE VENTS SHALL BE SCREENED,LOUVERED AND HAVE AN AREA OF 2.5 SQUARE FEET.A TEMPERATURE PROJECT NO. 20-0610-LH1 CONTROLLED FAN SHALL BE INSTALLED AT THE UPPER LEVEL VENT AND CAPABLE OF MOVING 1600 CFM. 6. THE PUMP COLLECTOR SHALL BE EQUIPPED WITH A PRESSURE RELIEF VALVE CAPABLE OF 500 GPM BERMAD OR EQUAL. DWG FILE C.702 DISCHARGE INTO WET WELL. DESIGNED BY BT 7. ALL CHECK VALVES SHALL BE SPRING LOADED"NON-SLAM"TYPE VALVES. 6" 4'-0 6" 1 PRESSURE IRRIGATION PUMP STATION DETAIL 8. ALL BUTTERFLY VALVES SHALL BE GRINNELL OR EQUAL. i F DRAWN BY JTA NOT TO SCALE 9. THE FLOW METER SHALL BE A BADGER MAGMETER OR EQUAL SUITABLE FOR SHORT FLOW STABILIZATION SIZED FOR A 8 INCH SECTION A-A CHECKED BY BT PIPE WITH A TOTALIZER.THE READING SHALL BE IN GALLONS PER MINUTE WITH A DIRECT READOUT INTEGRATED INTO THE NOTE: ISSUE DATE 08/04/20 PUMP STATION CONTROL PANEL. 1. SEE THIS SHEET FOR PIPE SIZES,ELEVATIONS,AND DIRECTION OF FLOW. 10.THE INTAKE WATER INTO THE WET WELL SHALL BE PROTECTED WITH A CLEMON'S CW 1000 SELF CLEANING SCREEN OF 30 2. BOXES SHALL BE CONSTRUCTED TO BE WATERTIGHT. HORIZ.SCALE AS SHOWN MESH.A REMOTE CONTROL VALVE ON THE D.S.SIDE OF THE DISCHARGE FILTER SHALL PROVIDE FILTERED WATER TO THE VERT.SCALE AS SHOWN SCREEN AND OPERATE WHENEVER EITHER OR BOTH OF THE MAIN PUMPS ARE IN OPERATION.THE VALVE AND LINE TO THE SCREEN SHALL MINIMUM WITH BE CAPABLE OF 20 GPM AND A MINIMUM OF 40 PSI.PIPING TO THE SCREEN SHALL BE PE 3406100 PSI 12"COVER OUTSIDE OF BUILDING TOT YPICAL CONCRETE 4' x 4' IRRIGATION WITH 1' SUMP 11.THE WET WELL SHALL BE EQUIPPED WITH STEPS CONFORMING TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. TO SCALE Cm702 LOCATE STEPS BELOW THE ACCESS HATCH DOOR. SHEET 28 OF 28 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 C.700(Details).dwg E. AMLAVENDER HEIGHTS SUBDIVISION NO . lm BRIDGE CROSSING lh ITY ROAD MERIDIAN, IDAHO - 2020 CIVIL INNOVATIONS LOCATED IN IN THE NW 1/4 OF THE SE 1/4 OF SECTION 28, NORTH O T.3 N.,R. 1 E., B.M.,MERIDIAN,ADA COUNTY, IDAHO O� W O CS N C2 n o y h � � T O T O w r E (� 00 N � U c ui \ I ^ p 00 O 1 " / \ O Q � O \ \ \ ro I I 40'RIGHT-OF-WAY W o w � I I 20.00' 20.00' a a I \ a o L L� W Cl m Z 18.00' 18.00' ° I \ \ y o a FP 1`6� ` \ Z P/ \ \ 0 ° a / / / \ r /l RR / �� \ j a I CO) ° / / \ ` PROJECT SITE FP / � � - \ ® LAVENDER HEIGHTS o / \ SUBDIVISION NO. 1 / \ I m / ° Q ° // ' \ BRIDGE CROSSING ` \ OO CD FP / O I ° a ( I \ E. LAKE HAZEL ROAD F \� - PIRR 2 - - - - - - - - - -� � � I 2758 P I I -� - - - - - - - - PIRR - - IRR PIRR PIRR I EXIST.POWER 1.8% 2 VICINITY MAP \ ` FP 2758.22 LIP/EVC TO BE REMOVED/ 1 \ 5g- / 2NOT TO SCALE 114+44.00,16.00'L RELOCATED \ 1�1 ` \0 2758.25 LIP/HP w BY OTHERS ` 1.7% / \ \ / ` xc X FP - - (TYP.) 2758.54AC/EVC - CONSTRUCTION SHEET INDEX EXIST.IRRIGATION \ 14+34.40,16.00'L 1.7% o0O0 14+44.00,0.00' TO BE REMOVED � \ � PISTE �l l o o °o 0 \(TYP.) I ` \ \ FP S f I poop 2.0% -I- 2.0% O0 0 2758.22 L P/EVC \ / / LAVENDER HEIGHTS SUBDIVISION NO. 1 BRIDGE CROSSING / oo. - - - \- - 1 OF 2 BR 1 PRECAST BRIDGE-SITE PLAN I �`062 \o \ r� ` �, \ \ L 0000 I 0000 14+44.00,16.00'R / o \ \ \ N_ s� \ \ yI °°° s EEL I °°° \ ' 2 OF 2 BR-2 PRECAST BRIDGE DETAILS \ \\ I I \ 1.7 8008 2758.57 AC/HP o88 1.7%- \ / �� O F Z v I - 14+34.40,.00' / STAPLEY ENGINEERING CONSULTING PLAN SET \ � W I 1 OF 4 S101 CULVERT SECTIONS STRUCTURAL NOTES MIN P 4 2.0% 2.0 2758.25 LIP/HP N 1.7 \ 2 OF 4 S102 LAYOUT PLAN -2752-- \� O I O �° 14+34.40,16.00'R I 3 OF 4 S103 FOUNDATION PLAN \pF \r E \ 2 ° \ /215� \ / O 4 OF 4 S104 CULVERT DETAILS o o 3 I w LU J \ w � CL� 7'Sivu 1o's�uv N 2�s6 \ \ / CONSTRUCTION CONTACT INFORMATIONCL 27s4 \ O _ \ 4 W Q z COD �I I q / DEVELOPER ENGINEER SURVEYOR o z \EXIST.TOE Toe \ \ \ \ BR.� \\ y 1.7% I o o To - a THE WESTPARK COMPANY, INC. CIVIL INNOVATIONS, PLLC LAND SOLUTIONS, PA o z OF BANK \ \ \ \ F moo. W I EXISTING 72"X44"CMP F l. 2758.22 AC \ / o 0 o z d CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS cc (TYP.) \ \ \ \ \ \ TO BE REMOVED 14+03.57,1.75'R ° 2�SS \ \ \ \ \ 2463 E.GALA ST.STE.120 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A o LU F- > a LU EXIST.TOP F° \ \ \ \ \ 2� ° / \ I I \ MERIDIAN,ID 83642 BOISE,ID 83712 MERIDIAN,ID 83642 } W � \ 2758LD OF BANK \ \ \ \ 2 \ I ° .15 AC� a 2758.15 BSW / 2��6 PHONE:(208)888 9946 PHONE:(208)884-8181 PHONE:(208)288-2040 ¢ o cow 7\ \ o � (TYP.) \ �S3 \ / \ _ 13+98.88,0.00' 12757.68 LIP 13+88.42,28.00'R = z c \4 \ RR o \ 2758.00 All, ° 13+92.90,16.00'R �� z m LU \� \ £c EG \ ASS \ 2758.16 FG/GB - cc EXISTING GRAVEL \ \ a �� ?� �13+94.20,1.75 L I 2758.08 VC BENCH MARK AND DAT5UM DATA 3�o e a 13+92.15,18.00'R 13+88.04,29.00'R cc z ei O DATUM DATA W m ACCESS ROAD \ \�j T 1 ° \ �`� 2758.17 Fill\ S3 0\ o 0o p \ 01 ° HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) ti�12"THICK RIP-RAP,EXTEND \ o' 13+87.29,31.01'R '\ � VERTICAL: NAVD 88 \10.0'DOWNSTREAM ropy- 7% 14 0 a ° 12"THICK RIP-RAP,EXTEND \ \ \ OF WING ALLS U \ \ \ 10.0'UPSTREAM r EXIST. EDGE OF OF WINGWALLS CONSTRUCTION NOTES. GRAVEL (TYP.) \\\ 54 \ 758.68 FIG \ og ® 1. CONTRACTOR TO CONFIRM EXISTING UTILITY INVERT ELEVATIONS O \ \ 1.7% PRIOR TO INSTALLATION OF SLEEVES. \ 14+09.35,28.01'L \\ °4 00 � \ ° \ 13• p8 � � 2. BASE AND SUB-BASE BELOW SLEEVES SHALL BE WATER SETTLED 2755 AND COMPACTED TO PREVENT SETTLING OR SAGGING OF THE \ 2758.59 FG e 1 \ \ \ �� \ \ ` CASINGS AND SUPPORTS. Z \ O 14+08.61,26.00'L 2754 \ 3. THE CROSSINGS ARE TO BE CONSTRUCTED CONSISTENT WITH \\ 2758.56 BSW \ \ REQUIREMENTS OF ISPWC(LATEST EDITION)AND MEETING THE O 14+08.23,25.0.. "IV o Ec Q \ \ / / 2753 \ \ REQUIREMENTS OF BUREAU OF RECLAMATION AND ACHD. \ \ \ems\ 2758.40 VC O I \ \ I 10'SAN CA \14+05.61,18.00' \ c' 2757.96 LIP E .7% \r � .8% -2752- �� \ 14+04.87,16.00'L ec FG \ \2753 \ z \ \ \ \ I 50 FL 12"STEEL SLEEVE(WATER) \ \� \ \\ \Tp / \\\ Toe \ \ \ PROPOSED GRAVEL w 17 \ I \j c w ACCESS ROAD Q 1 I \ 1.7�k \ c� - G \ Fc \ \ 2jS4 � \ \ l \ roe z J m o \ w \ \ \ \ rq�0, \ ��SS \ \ \ \ \ \ \ \ \ o CD oc II EXIST.IRRIGATION\ I \ \ 1 �D \ \ \ \ \ roe \ cc I I TO TYPE REMOVED \\\ \ I To o F� \\ \ \ 2�52\ \ \ = w U (TYP.) \\ \ T F \\ \ \ 2756.10 LIP C/BVC 0� \ \ \ \2�53\ \ \ \ LU \ \\\ Cz m III I I w \ \ \ I 13+54.00,16.00'R 2.0% \ 1. % 2 \ \ \ W PROPOSED GRAVEL \ \ \ I II13+54.00,2756.42 AC/EVC/BVC 6 ACCESS\\ROAD 0 w � ° \1'\ 2jo \ \\\ \ W 8 LEAK DETECTION , I2756.52 VC/EVC/BVC �2 METERING STATION \ \� TO \ I/ 13+54.00,18.00'L r I W I \ c \2753 -21'2 W IFP roF\ \ EXISTING GRAVEL \ \ \ \ \ IIII I I ACCESS° \ \ ROAD F° \ \ \� \ \ � \\ \ \ o \ T0F \ \ \ PROJECT NO. 20-0610-LH1 DWG FILE BR-1 DESIGNED BY SIT 1 PRECAST BRIDGE - SITE PLAN DRAWN BY JTA SCALE: 1" = 10'-0"HORIZONTAL CHECKED BY SIT 15 10 5 0 10 20 ISSUE DATE 08/04/20 a HORIZ.SCALE AS SHOWN CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET NORTH VERT.SCALE AS SHOWN BR- 1 SHEET 1 OF 2 DACivil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 BRA00(Bridge Plans).dwg w¢w aLmLl COD� w� w r w N w enmi o Jx ACHD EASEMENT a a ACHD EASEMENT (1 O'PAST IMPROVEMENTS) 2'.0" 25.00' 28.00' 2.0' (10'PAST IMPROVEMENTS) a n co T 1'4" VARIES 7'-0" 18.00' 18.00' 10'4" VARIES 1'4° Z O CURB SIDEWALK SIDEWALK CURB w T NON-IRRIGATED NON IRRIGATED - � 00 LANDSCAPING LANDSCAPING O cn N � a HAND RAIL WITH 4"MAX.SPACING T j- `-' OVER BRIDGE OVER BRIDGE FINISHED SURFACE EL.2758.68 FINISHED SURFACE EL.2758.17 SEE TYPICAL DETAIL BELOW c 8 a TOP HAND RAIL EL.2763.10 80 STA 14+09.35,28.01'LT. A STA 13+87.29,31.01,RT. TOP HAND RAIL EL.2763.10 J O° BR-2 Y o 00 a O FINISHED SURFACE EL.2758.16 cc Ld FINISHED SURFACE EL.2758.59 STA 13+88.04,29.00'RT. p w STA 14+08.61,26.00,LT. z TOP CONCRETE EL.2760.85 TOP CONCRETE EL. TOP BACK CURB EL.2758.40 3"ASPHALTIC PAVEMENT co _ TOP BACK CURB EL.2758.08 TOP BACK SIDEWALK EL.2758.56 TOP BACK SIDEWALK EL.2758.15 � STA 14+05.61,18.00,LT. 4"MIN.OF 3/4"MINUS CENTERLINE EL.2758.15 STA 13+92.15,18.00,RT. O STA 14+08.23,25.00,LT. CRUSHED GRAVEL STA 13+98.88,0.00'RT STA 13+88.42,28.00,RT. Z T 1 75"� LIP OF GUTTER EL.2757.96 LIP OF GUTTER EL.2757.68 1 75% D STA 14+04.87,16.00'LT. 2% 2% STA 13+92.90,16.00'RT. O 1'LANDING a OOa a OOa OOa O�Oa O O�Oa OOa OOa O a OOa OHO 1'LANDING O 24"CONCRETE FORM LINER SURFACE O O O D O O TOP OF SAND L.2756.47 O O D O O (` STONE PATTERN SELECTED BY OWNER TOP DECK EL.2756.30 .BOO RAIL)SIDES,WINGWALLS AND CONCRETE TOP WING WALL EL.2756.50 / TT�DECK EL.2755.30 TOP WING WALL EL.2756.50 H.W.100 YR FLOOD EL.2754.30 O I I WATERPROOFING MEMBRANE(TYPE D)TO COVER THE FULL LENGTH TO CULVERT PER SEC.511.MIN.3.0'OVERLAP ON SIDES OF BOX, PROTECT W/SAND 2"MIN.THICKNESS OR 1.5 TIMES THE NOMINAL LARGEST 0 AGGREGATE BOTTOM OF CHANNEL SIZE. BOTTOM OF CHANNEL (RIP RAP FOR 1 O'PAST (RIP RAP FOR 10'PAST WING WALLS CONCRETE APRON O CONCRETE APRON WING WALLS CHANNEL INVERT EL.2751.50 �I TOP FOOTING EL.2751.00 XONAL BOTTOM FOOTING EL.2749.75 I � �,15 T ERA Gt BOTTOM 8"GRANULAR FILL EL.2749.08 6"X36"CUT-OFF WALL 6"X36"CUT-OFF WALL 000 � OF � 6 6"PVC SCHEDULE 40 CONDUITS FOR UTILITIES + 50 LF 12"x 0.375"-STEEL SLEEVE(WATER) �J� IN P BOTTOM SLEEVE EL.AT CL=2746.75 12'-0" 13'-0"WING WALL SEE DETAIL ON SHEET S104 65.00' 134"WING WALL SEE DETAIL ON SHEET S104 J LU U CL O � oz o_ oa- i BSCALE: LONGITUDINAL CULVERT BOX SECTION }zQa N.T.S. � zo z w C] J CC W j O U U zo o � z moo CDz � � , �, O CD U-i a- c z w a cc: W rC oC Q O Z U N 0 OU LU O C] cn w O w z °O cccc CC J cn = = ® WINGWALL = `" o 2'-3" 2'-7 1/2" 2'-3" z 12" 12" 6 SPACES 7 SPACES 6 SPACES a @41/2"ON @41/2"ON 941/2"ON USE FORGED STEEL 6„ CENTER CENTER CENTER WELD BENDS AT TOP HAND RAIL EL.2763.10 CORNERS USE BLACK POWDER � �-,I ° � a CENTERLINE(TYP.) O COATED FINISH 9 10'0"OUT TO OUT `m 4"MAX.OPENINGS 1-1/2"(1.90"O.D.)SCH 40 STEEL PIPE EXTERIOR BARS - TOP CONCRETE EL.2760.85 AND RAILS TOP OF ASPHALT EL.2758.15 v ° . 1-1/2"(1.90"O.D.),TYP. STA 13+98.88 Eli _ (S.BLOOMERANG AVE.) FLOOR FLANGE(TYP.), Q j 1"(1.05"O.D.),TYP. TOP OF ASPHALT EL.2758.00 TOP OF ASPHALT EL.2758.22 1"(1.05"O.D.)SCH 40 SEE DETAIL N STA 13+94.20,1.75'LT. STA 14+03.57,1.75'RT. C2 U) ( ) STA 13+98.88- STRUCTURE (S.BLOOMERANG AVE.) STEEL PIPE INTERIOR _ S.BLOOMERANG AVE. WELD ALL JOINTS M BARS AND GRIND SMOOTH �� W O Q STA 13+94.20,1.75'LT. 21a a a a a a a STA 14+03.57,1.75' 4N ~ LU BEGIN STRUCTURE TOP SAND EL.2756.47 END STRUCTURE 2"MAX. M M_ TOP DECK EL.2756.30.••;'... ,. ° �'§N ° yBOTTOM DECK EL.2755.30 U ��/� �� vPRE-CAST CULVERT BY PRE-CASTER �q� �° 3/4"MINUS CRUSHED AGGREGATE,TYPE I TYPICAL HAND RAIL DETAIL 5 yrn 0( �(� PER ISPWC SECTION 802 SCALE: N.T.S. SEE PLANS FOR DETAILS H.W.100 YR FLOOD ° � ffi 9 (SEE DETAIL) LU Q EL.2754.30 �n NON-WOVEN GEOTEXTILE N w E� U U U U " U 5"x7"x1/4"FLOOR FLANGE,TYP. �ql (�� W CAST-IN-PLACE CONCRETE FOOTING U/I� °I� °�� .,.°� °�� BY STAPLEY ENGINEERING SEE PLANS FOR DETAILS WATERPROOFING MEMBRANE(TYPE TO COVER THE FULL LENGTH TO CULVERTT PER CHANNEL INVERT EL.2751.50 SEC.511.MIN.3.0'OVERLAP ON SIDES OF BOX, W TOP FTG.EL.2751.00 U U �U : :• : .. .: ,• U �U PROTECT W/SAND 2 MIN.THICKNESS OR 1.5 TYPICAL HAND RAIL DETAIL AT WINGWALLS TIMES THE NOMINAL LARGEST 0 AGGREGATE 5"x7"x1/4"FLOOR FLANGE SCALE: N.T.S. BOTTOM FTG.EL.2649.75 r �I SIZE. n Z 6'-0" _ 6'-0" _ W r r (4)5/8"GALVANIZED ANCHOR BOLT WITH 2 WASHERS AND 1 ACORN STA=13+69.40,12.0'RT STA=14+19.40,12.0'RT. NUT.2"PROJECTION,CUT BOLTS AS CONCRETE PROJECT NO. 20-0610-LH1 r 12"INV=2746.75 12"INV=2746.75 REQUIRED FOR ACORN NUTS. U, STA=13+94.40,12.0'RT PROVIDE NUT CAPS. 12"INV=2746.75 3-1/2" 3-1/2" DWG FILE BR-2 DESIGNED BY BT 7" 50 LF 12"x 0.375"-STEEL SLEEVE(WATER) DRAWN BY JTA CENTERED ON CULVERT CROSSING CHECKED BY BT FLOOR FLANGE ISSUE DATE 08/04/20 ASTIFFLEG CULVERT CROSS SECTION SCALE: N.T.S. SCALE: N.T.S. HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN BR=2 SHEET 2 OF 2 D:\Civil Innovations Projects\2020\20-0610-LH1 LAVENDER HEIGHTS NO.1\200-Construction Drawings\205-Construction\20-0610-LH1 BR.100(Bridge Plans).dwg 1 2 3 4 5 6 ROADWAY SEE CIVIL DRAWINGS STRUCTURAL NOTES: GENERAL NOTES: DESIGN CRITERIA: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WATER PROOF MEMBRANE WITH 1. USED 2017 8TH EDITION AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS" MATERIALS: WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 2" SAND COVER CONCRETE: REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR 2. DESIGN LOADS: SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 1. MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 5 COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL A. DEAD LOAD: REINFORCED CONCRETE............150#/cf OF ACI 318 AND SHALL CONFORM TO A CLASS "40A" MIX PER SECTION 700 WEARING SURFACE ............... 70#/sf DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND B. LIVE LOAD: HL93 HIGHWAY TRUCK PLUS IMPACT OF ISPWC STANDARDS PRESERVER ANY AND ALL UTILITIES. C. EARTH PRESSURE 2. CONCRETE FOR THE PARAPET WALLS SHALL HAVE THE FOLLOWING 1. ACTIVE DRAINED...............40 PCF MINIMUM REQUIREMENTS: 2. CONTRACTOR SHALL CONTACT DIGLINE AT 342-1585 FOR EXACT UTILITY 2. AT-REST DRAINDED..........60 PCF A. MINIMUM CEMENT CONTENT= 611 #/YD. LOCATION PRIOR TO ANY CONSTRUCTION. 3. FRICTION COEFFICIENT.... 0.40 B. ENTRAINED AIR= 6 1/2% +/- 1 1/2% A ( ) 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF IDAHO A C 28 DAY STRENGTH F'C 400 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC)AS MODIFIED BY THE ADA 3. AFTER FOUNDATION EXCAVATION AND PRIOR TO FORMWORK D. MAXIMUM SLUMP= 2.5" ± 1". COUNTY HIGHWAY DISTRICT SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO R WILL BE ACHD POLICY WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM ACHD. CONSTRUCTION THE UNDISTURBED EARTH SHALL BE INSPECTED FO T.O.D.=2756.30 SUITABILITY BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR 3. CONCRETE FOR THE WING WALLS, BARREL WALLS, SLABS ON GRADE AND SHALL NOTIFY THE GEOTECHNICAL ENGINEER OF THESE INSPECTIONS FOOTINGS SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: 4. GENERAL CONTRACTOR SHALL COORDINATE SUBMISSION OF SHOP DRAWINGS 24 HOURS IN ADVANCE. TO THE ENGINEER OF RECORD (EOR) FOR REVIEW. NO WORK SHALL BE DONE ON C? Z T.O.D.=2755.30 CONSTRUCTION OF THE CULVERT UNTIL REINFORCING BAR SHOP DRAWINGS M 4. INSPECTION SHALL BE PREFORMED FOR ALL POURED IN-PLACE A. MINIMUM CEMENT CONTENT= 564#/YD. AND OTHER REQUIRED SUBMITTALS ARE APPROVED BY THE EOR. CONCRETE AND ALL GROUTING OPERATIONS. INSPECTION SHALL B. ENTRAINED AIR= 6 1/2% (+/- 1 1/2%) INCLUDE BUT NOT BE LIMITED TO FORMWORK, REINFORCING BARS, C. 28 DAY STRENGTH F'C =4000 PSI. 5. IF SUBSURFACE CONDITIONS ARE FOUND TO DIFFER DURING EXCAVATION, FROM THOSE EMBEDMENTS, CONCRETE QUALITY AND PLACEMENT AND GROUT QUALITY D. MAXIMUM SLUMP = 5". ANTICIPATED, THE ENGINEER OF RECORD AND THE GEOTECHNICAL ENGINEER SHALL BE TYPE 1 BEDDING BACKFILL AND PLACEMENT AND GROUT QUALITY AND PLACEMENT. SPECIAL E. SLAB ON GRADE SHALL INCLUDE POLYPROPYLENE FIBERS NOTIFIED IMMEDIATELY. PER SOILS REPORT CHANNEL INVERT INSPECTOR. SHALL BE NOTIFIED TWENTY FOUR HOURS IN ADVANCE COMPACTED TO 95% OF =2751.50 STABLE 6. THE CONTRACTOR SHALL PROTECT THE DRAINAGE FACILITIES FROM SILTATION AND OF THESE INSPECTIONS. CONTRACTOR SUPPLIED DOCUMENTATION SHALL 4. CONCRETE REINFORCEMENT SHALL BE ASTM A615, GRADE 60. THE ASTM D698 MAXIMUM 1 SUBGRADE INCLUDE VENDOR CERTIFICATION OF REINFORCING BARS AND PIPE OTHER CONTAMINATION. DRAINAGE SHALL BE FILTERED PRIOR TO IT ENTERING ANY DRY DENSITY T.O.F.=2751.00 5. MINIMUM REBAR LAP: INLET OR BED DURING CONSTRUCTION. 1.5 GUARD RAILS AND CONCRETE BATCH PLANT RECORDS OF MIX DESIGN #3 = 25" AND QUALITY CONTROL TESTS. INSPECTION SHALL CONFORM TO THE CURRENT #4 = 33" AASHTO STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. #5 =41" 7. RETAIN AND PROTECT ALL IRRIGATION AND DRAINAGE PIPE CROSSINGS. IF #6 =49" NECESSARY, THE PIPE WILL BE REPLACED BY THE CONTRACTOR. b o 0 0 0 0 0 0 0 0 ;✓ h FOUNDATIONS: #7 = 71" 8. E , RETAIN AND PROTECT ALL WATER METER VAULTS IF THE VAULTS ARE DISTURB D 6. MINIMUM CONCRETE COVER OVER REINFORCEMENT: THE CONTRACTOR SHALL CONTACT THE APPROPRIATE WATER COMPANY FOR FOOTINGS ARE TO BEAR 1. MAXIMUM FOUNDATION SOIL BEARING PRESSURE USED 3,000#/SF. CONCRETE CAST AGAINST EARTH. . . . . . . . 3" REPLACEMENT. ON NATIVE PARTIALLY FOOTINGS SHALL BEAR ON NATIVE PARTIALLY CEMENTED SILTY SAND. CONCRETE EXPOSED TO EARTH OR WEATHER . . . 2" CEMENTED SILTY SAND. CONCRETE NOT EXPOSED TO EARTH OR WEATHER . . 1" 9. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY EXISTING PAVED STREETS OR A MINIMUM OF 1'-0" OF 2. CULVERT AND RETAINING WALL BACKFILL SHALL BE COMPACTED BEAMS AND COLUMNS. . . . . . . . . . . . ..1 1/2" DISTURBED BY CONSTRUCTION. COMPACTED STRUCTURAL TO 95 % OF MAXIMUM DRY DENSITY PER ASTM D1557. FILL 7. WATER PROOF MEMBRANE. 10. ALL CHANGES TO THE PLANS REQUIRE APPROVAL BY THE DESIGN ENGINEER. 3. BACKFILL WALLS SUCH THAT NO MORE THAN A 2'-0" DIFFERENCE MEMBRANE SEAL CONFORMING TO SSP-511 CONCRETE IN HEIGHT OF FILL OCCURS. WATER PROOFING SYSTEM TYPE A OR B. MEMBRANE 11. PIPE BEDDING, TRENCH BACKFILL AND PAVEMENT RESTORATION SHALL BE PER SHALL BE PROTECTED BY 2" MIN. SAND OR 1 1/2 TIMES ISPWC STANDARD DRAWING SD-301. 4. PIT RUN GRAVEL BACKFILL SHALL BE A WELL GRADED SAND AND THE LARGEST AGGREGATE BEING USED FOR FILL OVER GRAVEL MIXTURE AS DESCRIBED IN THE SOILS REPORT. THE MEMBRANE. 12. THE CONTRACTOR SHALL CONFORM TO OSHA REQUIREMENTS CONCERNING TRENCH CULVERT SECTION 8. CONTRACTOR SHALL SUBMIT REINFORCING SHOP DRAWINGS, WALL DEPTHS AND SIDE SLOPES. SCALE: NTS CONCRETE MIX DESIGNS AND REBAR MILL CERTIFICATIONS 13. DIMENSIONS: FOR REVIEW PRIOR TO START OF CONSTRUCTION. THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED AS A PART OF THE COMPLETE SET OF CONTRACT DRAWINGS, INCLUDING THE DRAWINGS OF B 9. PRE-CAST CONCRETE ELEMENTS SHALL CONFORM TO THE ALL DISCIPLINES. IT IS INTENDED THAT THE STRUCTURAL DRAWINGS B REQUIREMENTS OF AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS WILL PROVIDE SUFFICIENT DIMENSIONS TO LOCATE THE PRIMARY AND ISPWC STANDARDS. STRUCTURAL ELEMENTS AND MEMBERS. LOCATION OF SECONDARY MEMBERS WHICH ARE AFFECTED BY SYSTEMS DETAILED BY OTHERS MAY REQUIRE REFERENCE TO THE DRAWINGS OF OTHER DISCIPLINES AND LAYOUT AND COORDINATION BY THE CONTRACTOR. IF DIRECT CONFLICT BETWEEN DIMENSIONS OF TWO OR MORE DISCIPLINES IS ENCOUNTERED, SUCH CONFLICTS SHALL BE RESOLVED BY THE ARCHITECT. DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE DIMENSIONS ARE NOT PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK IN QUESTION. 14. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED, AND ALL MEMBERS ARE CONNECTED TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SPECIFIC DETAILS ARE NOT CALLED OUT, TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL APPLY, SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL. 15. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE ROAD DRAWINGS, SPECIFICATIONS, NOTES, AND DETAILS SHALL BE BROUGHT 7' 10'-0" TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND RESOLVED BEFORE VARIES SIDEWW ALK TRAVVELEL WAY TRAVVELEL WAY SIDEWALK VARIES PROCEEDING WITH THE WORK. TOW = 2760.85 16. CONTACT ACHD CONSTRUCTION DIVISION AT 387-6280 FOR INSPECTION PRIOR TO INSTALLATION OF NEW STRUCTURE. 17. CONTRACTOR SHALL PROVIDE PLAN FOR PROTECTION OF STRUCTURE DURING CONSTRUCTION OPERATION UNTIL FINAL PAVING IS COMPLETE. TOD = 2756.30 ot 18. CONTRACTOR TO VERIFY ALL ELEVATIONS AND ALIGNMENT OF FORMS PRIOR TO PLACING CONCRETE. X C I < FILL OVER DECK I C - PER CIVIL DRAWINGS I 19. BRIDGE CONSTRUCTION SHALL BEGIN NO LATER THAN FEBRUARY 1. 0 N T.O.F. = 2751.00 CULVERT BARREL SECTION SCALE: NTS F RANDELL CONCRETE DATE: �A< 12.6.2019 \ST STAPLEY EM 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: 4 7 7 ENGINEERING 7 1 I I STRUCTURAL ENGINEERS GGL LAVENDER HEIGHTS D DRAWN BY: D 8701 W. Hackamore Dr. Boise, Idaho 83709 BRIDGE JN-JH Phone: (208)375.8240 Fax: (208) 375-8257 '4YG. �`� Web: www.stapley.net MERIDIAN, IDAHO JOB NUMBER 2_ 6 •rQ JOB NUMBER: 19158 19158.00 0 1/2 ` 1 © STAPLEY ENGINEERING 2020 All rights reserved. CULVERT SECTIONS Sheet No. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1" @ 22x34 or %" @ 11x17, THEN this work without written permission of S101 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful STRUCTURAL NOTES REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF 1 2 3 4 5 6 1 2 3 4 5 6 KEY NOTES: / STA: 14+26.46 I 1 COORD/VERIFY DIMENSIONS, LAYOUT, ELEVATIONS, ETC. WITH CIVIL DRAWINGS AND T.O.W.=2756.50 = EXISTING FIELD CONDITIONS \\ OFFSET: 33.95 LT ti 2 LINE OF HEADWALL. SEE DETAIL 2/S104 A \ STA: 14+13.70 A l 10,0„ \ \ T.O.W.=2760.85 I LINE OF CUT OFF WALL. SEE DETAIL 4/S104 OFFSET: 28.52 LT p / z � LINE OF CULVERT FOOTING.. SEE DETAIL 2/S104 7 / \ STA: 14+14.29 LINE OF PRE-CAST CULVERT. SEE DETAIL 1/S104 AND PRE-CAST DRAWINGS I / \ � T.O.W.=2760.85 / / \ OFFSET: 27.24 LT � LINE OF HAND RAIL. SEE CIVIL DRAWINGS FOR INFORMATION RIP RAP EXTENDED BEYOND EACH END OF CULVERT. SEE CIVIL FOR INFORMATION / \ END STRUCTURE STA: 5 STA: 14+04.21 T.O.S.=2756.30 OFFSET: 0' \ CENTER STRUCTURE STA: 13+98.08 3+91.73 2760 85 3 / / \ \ \ I\ \ OFFSET: 0' TOW / / OFFSET: 33.67 RT L STA: 13+90.45 T.O.W.=2760.85 OFFSET: 34.32 RT \ / STA: 14+04.91 \ \ \ \ \ \ / \ STA: 13+95.88 T.O.W.=2760.85 \ \ \ \ \ / T.O.W.=2756.50 \✓ / OFFSET: 30.71 LT \ \ \ \ \ \ / OFFSET: 46.13 RT STA: 14+06.19 T.O.W.=2760.85 OFFSET: 31 .30 LT STA: 14+00.76 T.O.W.=2756.50 \ \ I \ \ \ / / OFFSET: 43.11 LT 10;0„ � \ \ 2 3 / BEGIN STRUCTURE STA: 13+93.55 \ T.O.S.=2756.30 OFFSET: 0' \ \ / 7 \ \ STA: 13+82.95 � / \ \ T.O.W.=2760.8 \ , STA: 13+82.35 \OFFSET: 31 .5 T \ T.O.W.=2760.85 OFFSET: 30.26 RT STA: 13+71.14 / \ T.O.W.=2756.50 OFFSET: 31.97 RT T-O" 18'-0" 18'-0" 10'-0" ES BFG BFG ES ROAD AL F RANDELL CONCRETE DATE: 12.6.2019 LAYOUT PLAN �� G1STE ' STAPLEY 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: SCALE: 1/4"=1-0" a 77 7 ENGINEERING GGL STRUCTURAL ENGINEERS LAVENDER HEIGHTS D DRAWN BY: D 8701 W. Hackamore Dr. Boise, Idaho 83709 BRIDGE JN - JH 0 5�� Phone: (20 Fax: ( 375-8257 �)'G. Web: MERIDIAN I DAH O JOB NUMBER `E� Web: wwwww.stapley.net el f / 2_ 6 •t l JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 All rights reserved. Sheet NO. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1"@ 22x34 or %" @ 11x17, THEN this work without written permission ofS102 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful LAYOUT PLAN REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF 1 2 3 4 5 6 1 2 3 4 5 6 KEY NOTES: I ^ ElCOORD/VERIFY DIMENSIONS, LAYOUT, ELEVATIONS, ETC.WITH CIVIL DRAWINGS AND EXISTING FIELD CONDITIONS 6" CONCRETE SLAB WITH#4 @ 16" O.C.. SLAB TO / 0O\ / \ EXTEND THRU ENTIRE LENGTH OF CULVERT PROVIDE#5x3'-6" DOWELS TO MATCH HORZ. REINFA \ / EPDXIOEDCEMENT IN CUT OFF WALL. D INTO FOOTING WITH 6" EMBEDLLED AND A \ 9 3/4 65'-0" 9 3/4 / / El PRECAST CULVERT SECTIONS COORDINATE/VERIFY LAYOUT DIMENSIONS ETC. WITH PRE-CASTERS 7 p I \ / I DRAWINGS X I I \ o o / 4 \ N 4 / 0 00 4— / o � \ \ I 2 s \ / o N — — — — — — — — — — — — — — — — — — 3 5 6 \ \ TYP. S�04S \ TYP. TYP. \ S104 3 e \ � S104 \ \ / TYP. \ / O�F OUNDATION PLAN SCALE: 1/4"=1-0" C C ,SAL F RANDELL CONCRETE DATE: 12.6.2019 EG�ST� � STAPLEY 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: a ENGINEERING 77 7 STRUCTURAL ENGINEERS GGL LAVENDER HEIGHTS DRAWN BY: D 8701 W. Hockamore Dr. Boise, Idaho 83709 BRIDGE D Phone. [208]375-8240 Fax. (208) 375-8257 JN - JH Web!www.stopley.net MERIDIAN, IDAHO JOB NUMBER JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 All rights reserved. FOUNDATION PLAN Sheet No. IF THIS BAR DOES NOT MEASURE Reproduction or translation of any part of 1"@ 2204 or %" @ 11x17,THEN This work without written permission of DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful S103 REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and suhiect to criminal prosecution. OF 1 2 3 1 4 1 1 5 6 1 2 3 4 5 6 T.O.W. VARIES HAND RAIL. SEE CIVIL DRAWINGS • 2760.85 MAX FOR REQUIREMENTS 2756.50 MIN. 3/4" CHAMFER, TYP. ROADWAY PAVING/FILL. SEE CIVIL 3/4" CHAMFER, TYP. (2) #5 NEAR TOP EA. FACE DRAWINGS FOR INFO. SLOPE WITH TOP OF WALL A (2) #5 NEAR TOP EA. FACE T.O.W 2760.89 8" #5 @ 12" O.C. E.F. A = 8'-0° C. 0 SEE CIVIL PRECASTER DRAWINGS #4 U - BAR @ 12" O.C. _ e C., F.G. VARIES T.O.DECK = T 2° CLR. -IiIT�IIIT�— 2756.30 #5 @ 12" O.C. EA. FACE WATER PROOFING SEE CIVIL DRAWINGS #5 @ 12" O.C. BY PRE-CASTER #5 @ 16" O.C. FULL HEIGHT 2" CLR. EXTEND FULL HT. OF HEAD WALL EACH FACE • F.G. VARIES SEE CIVIL PRE-CAST CULVERT BY — — - T�= =T�- � #5 @ 16" O.C. 0 e PRE-CASTER =��=��= 6" SLAB W/ #4 @ 16" O.C. E.W. Ln T.O.DECK = ° 2'-0" #5 @ 8" O.C. 2756.30 21_011 GROUT KEYWAY W/ NON T.O.SLAB = 2751 .50 SHRINK GROUT BOTH #6 @ 12" O.C. T&B BACK FILL W/ FREE DRAINING FACES 1" MIN. 1" MIN. 0" 0" • • • • • (6) #5 T&B GRANULAR MATERIAL T.O.F. =2751 .00 1 -0 ° N 4Z PRE-CAST CULVERT BY #6 @ 16" O.C. T&B e • 11 e e • • e e e PRE-CASTER M ° (6) #5 T&B Q0 T.O.F. 2751 .00 e e e e e e g J 3'-0" 3-0 3-0 3'-0" 3'-0" U U M co M e e o o e o 6'-0" 6'-0" 3" CLR. 2'-0" 10" 3'-2" CULVERT SECTION 2 HEAD WALL DETAIL 6'-0" SCALE: 3/4 =1-0 SCALE: 3 WING WALL DETAIL SCALE: 3/4"=1—Orr I REBAR COUPLES OR 2 6" SLAB (2) #5 DOWELS @ 12" S104 2 S104 RIP RAP PER #4 @ 16" O.C. E.W. O.C. EXTENDED OUTOF PRE-CAST SECTION CIVIL DRAWINGS PRE-CAST CULVERT 1'-0" CIP WING WALL OPTIONAL CONSTRUCTION SECTION JOINT BETWEEN HEADWALL AND WING WALL #5 @ 12" O.C. E.F. C C 2'-6" #4@18" O.C. T o e r N (3) #5 xCONT. e 1 #5@12" O.C. 1 S104 S104 8 MIN. 4 CUT OFF WALL DETAIL 5 CORNER DETAIL 6 CORNEr DETAIL SCALE: 3/4 =1-0 SCALE: 3/4 =1-0 SCALE> 3/4 =1-0 RANDELL CONCRETE DATE: �� STAPLEY E'�- 12.6.2019 7033 W DIAMOND - BOISE, ID 83709 PHONE: 208-362-4024 CHECKED BY: Q E N G I N E E R I N G 77 7 STRUCTURAL ENGINEERS LAVENDER HEIGHTS DRAWN gYGL D 8701 W. Hockomore Pr. Boise, Idaho83709 BRIDGE D Phone: [208)375.8240 Fax: (208) 375.8257 J N - J H Web: www.stopley.net MERIDIAN, IDAHO JOB NUMBER ! _ 6 •� JOB NUMBER: 19158 19158.00 0 1/2 1 © STAPLEY ENGINEERING 2020 IF THIS BAR DOES NOT MEASURE All rights reserved. CULVERT Sheet No. ReprodutTion or translation slation of any parr of 1"@ 22x34 or %" @ 11x17, THEN this work without written permission of S104 DRAWING IS NOT TO SCALE- STAPLEY ENGINEERING is unlawful DETAILS REVISION DESCRIPTION DATE BY: SCALE ACCORDINGLY and subject to criminal prosecution. OF ? 1 2 3 4 5 6