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HomeMy WebLinkAboutPre-plat is . .�.:..- .... NOTES � 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. ® ® ® ~ 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. w 3. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN PRELIMINARY PLAN` DATA w ,� o ZONING AND BUILDING ORDINANCES. W z �, «� I SITE AREA 136.64 ACRES EXISTING ZONING R-4 4. SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE - REFERENCE Q Ln O o SINGLE FAMILY RESIDENTIAL (62.68%) 85.64 ACRES RESIDENTIAL LOTS 366 "o FIRM PANELS 160001 CO234H AND 160001 CO250H, DATED FEBRUARY 19, 2003. LL x = RIGHT-OF-WAY (23.27%) 31.80 ACRES OPEN SPACE/COMMON/PARK LOTS 23 ® o `z 5. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OPEN SPACE/COMMON LOTS (14.05%) 19.20 ACRES W. VICTORY O m a oo ` STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO CITY PARK 8.24 ACRES TOTAL LOTS 389 PROPO ED If ro ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD- WILLIAMS PIPELINE/MULTI-USE PATHWAY 3.53 ACRES GROSS DENSITY' 2.68 DU/ACRE BILTMOtE ESTATES ® LLI w �- Q SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE COLLECTOR BUFFER 2.82 ACRES NET DENSITY (EXCLUDES R.O.W.): 3.49 DU/ACRE ® 77w o, SHALL BE A FIVE (5} FOOT PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENT ARTERIAL BUFFER 1.18 ACRES AVERAGE LOT SIZE: 10,193 S.F. ® �� ® -� w ADJACENT TO ANY LOT LINE WHICH IS NOT ADJACENT TO A PUBLIC STREET AND OVER THE MICROPATH 0.37 ACRES MfNIMUM LOT SIZE: 8 000 S.F. a j' TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. CANAL LOTS 1.79 ACRES TOTAL GAS PIPELINE EASEMENT AREA: 4.67 ACRES SITE a `` ARRts p J POCKET PARK/OTHER OPEN SPACE 1.27 ACRES a �� -PROPOSED 6. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805 RESIDENTIAL PARKWAYS 3.41 ACRES GAS EASEMENT AREA WITHIN CITY PARK: 2.25 ACRES �' GiAYCLIFF ESTATES (1)(B). THIS SUBDIVISION FALLS WITHIN THE BOISE-KUNA IRRIGATION DISTRICT, AND ALL LOTS TOTAL OPEN SPACE 22.61 ACRES E SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. TOTAL ELIGIBLE OPEN SPACE 20.23 ACRES Z 7. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE (EXCLUDES HALF OF ARTERIAL BUFFERS & CANAL LOTS) N W AMITY . , 1 c 100 50 0 100 200 �.k; WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. PERCENT PROPOSED ELIGIBLE OPEN SPACE: 14.8 % 10% REQUIREMENT: 13.66 ACRES a 8. LOTS 1 & 10, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOTS 1 & 7, BLOCK 4; LOTS 8 z SCALE IN FEET & 17, BLOCK 5; LOT 1, BLOCK 6; LOT 13, BLOCK 8; LOTS 1 & 2, BLOCK 10; LOTS 1 & - 000 COI, j' 17, BLOCK 11; LOT 1, BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16; r (.0 00 LOTS 1 & 10, BLOCK 17; LOT 26, BLOCK 18, LOT 1, BLOCK 20 AND LOT 1, BLOCK 21 ARE - N Z 00 co 1 COMMON/OPEN SPACE LOTS TO BE OWNED AND MAINTAINED BY THE BRUNDAGE ESTATES 10 HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. N d a- ® 00 9. LOT 1, BLOCK 10 IS PROPOSED FOR DEDICATION AS A MERIDIAN CITY PARK. W -a 0° a o AZEL ROADL�± � w VICINITY MAP p C)_ - 0 w _c -- rn N.T.S. .y LOCATED IN THE W 1/2 OF SECTION 25, T.3N., RAW., B.M. -i MERIDIAN, ADA COUNTY, IDAHO UNPLATTED pN TO 12" SEWF (2UNK TO BE PROPO EDGEHILL SUBDMSIO 1 UNPLTTED ° K CKY RIDGE SUBDIVISION O CCOlVSTRU WITH EDGEHILL WEIDMSION PROPOS ON RIDGE SUBDIVISION - _- S W22'59' E 1619.88' EXISTING MERIDIAN CITY LIMITS _ .. . - c. 91' _ 115 � � � � � � 5 \ 3 4 90 12 ,... ... PIRR' � ,� - - _ Z Q 00 0 0 2 5 6 7 1 16 ti� 1 \ UNDALL LATERAL EASEMENT / { V n 00 \ 1 "� 1 9758 sf F.'� 2 1 { { { 1 0 o b �- 11952 sf \ Q 0 rn 9603 sf a 9602 sf c�+i sfi", c•� 9600 sf cQi 9599 sf c•� 10712 sf r' �' J { } Q Z o 0 �---$ - rrr r- I 25240 sf o: - \ I 1 132 --�= 00 � ``` 36351 sf\ OCKr �t , 13055 sf � , ' I LEGEND Q o � B �� _ � �s• � � Sa so' ea' 70' ti , 15 �s?• , ti - 1 ► 1 { ._. ,_ _. BOUNDARY UNE Z w < 1 0 \ m w 9600 sf 9 ` Ae 2 o 'r0 ' - - -- - -- - _ ----- - 6, 3 - ' 1020o sf 1 \ { SECTION LINE z Z � a ' _ - 1 +45 COMMON , I i 120' g 3 ,� �2Q' \ -- - RIGHT OF WAY LINE LOT UNE / 18 �'� \ Bo' �' 2 m1 14 25 sf ?B• i \ 1 9148 sf ; 18 19 20 i 13793 sf 7 5 10200 sf \ --- - -- i ( - CENTERLINE 17 I V 10963 sf _ 1 , 1 > W a 1 W~~ 17 0 �� COMMON \ 1015osf c , -,.* �" \ 1 I - _- -- - --- _ `°W �� ,r • � � -- �. of 0 141 ,�-� �1 120 { � EASEMENT UNE r 1001 sf 117594 sf \ 12685 sf ry *`tii �, '• 13 4 r 1 1 I 3 rf CITY LIMITS BOUNDARY � o0'w WILLIAMS PIPELINE EASEMENT �• �`' j� 4 l I m Z t o�.,�No 10230 sf ♦ 17474 sf rti� � �_;W W z ogx & •zz BOCK 5 \ Tf�' do fr 13292 sf \ - - _ _ �_ _ o ZONING BOUNDARY - m- - 16 �, 21 a? oo• f ti _= 1 K { �" I `( ' ■■���■s■u■■■■��ai■ m W \. m r N , , i'r , \ BLOC $ \ ! I PHASE BOUNDARY = o I ' 9640 sf 87 63 //r 600 6f Og Y3: ♦ { a S ?B 15576 sf ` 1 a /2 ` eth t9° i 2 , o o t 'r - 0 6 ! --` s rl 16 15 14 13 ` r '•`ti 11 ,•� , { 9$� 1 CONTOUR LINE o s o W 120 t o 12 22 • ,%" ssoo sf 15539 sf ' ! { { z o 5' CONTOUR LINE N K, a z o Z i ���� C 15 1 11489 sf .-9100 sf 9100 sf 10046 sf w 11 t 0200 sf \ `� ' ry� � 1� >G 6 ` ♦ I Q _ r. w 109$9 sf � . � 13315 sf z � a W �; sf c ,�, 10 '' _i EP EXISTING PAVEMENT V" 0 3 W 'W 10386 sf .9 �. 7 1 , 10200 sf • % � o cZa r 0° 120' ° �tio 23 *`, shoo sf , v `.� ,� 7 t / —X- — — -x- EXISTING FENCE =W 14 1 89 -' ry 1❑ \ 10200 sf ��` ,`eyo 9 4482 sf \ \ = 10509 sf 8 �,2 '�F d I o ----_� _-- - _ _ RS• ss`. oo• ' r �`\ OP EXISTING POWER LINE 8400 sf r` -'-' tlr 24 �� j/ 2g, 4 j 1 i 919 sf 89' \ A ��- a. �� .�� d- 1 1 0 M PIPELINE EXIST NG PETR LEU : � ai � rn 120 t ��` ur 869 \ 10200 sf ` ►. f 1 8g• .�``` ,a"ec� 9 �, { ( OCR o 1 70 70 73 100 �, fr Rs• db �o \ 8`SS PROPOSED SANITARY SEWER g 00 y 13 o 840o sf b 13 14 15 16 =-r„ "r ,�� 25 11914 sf 11973 sf moo• �. 13504 sf / -® -- --- N M \ J'' i -- -s"S--■---- EXISTING SANITARY SEWER �� F- cc 1 :� 1 ;�, �`� �" �` 10200 sf 2 '` F cn o 00 N 120' •,� 11220 sf8775 sf 8 sf 10614 sf 1 `�` 8 sf \ 9°, / �`'� F�► { _®®�-----1s'w-------- EXISTING WATER UNE `' Rs• ° cam• ' 12 ' 10414 sf 9f, ` ,. ,� 6 28 ' B�, .1P'. _ _ i_ ® O �o K 4 0 '� - - W PROPOSED WATER LINE 8400 sf c 90' OC 18 1 sf r 14 10497 sf ! _ Q 1 7 �� 0 5 �. % 12488 sf \ 4 \`. > '� ` \ s `� - - o 1 120, 9760 sf \ o . '� 11990 sf 11 \1 Cn ri� I EXISTING GRAVITY IRRIGATION LINE Q •o t 11..5 `� �' 840 sf '��' 27 h N 12'9 (n 12 11 10 _ • �,, 13 - r ' 11 1 0 9 17 ,�� \ ,� 5 12083 sf \ 1 -GIRR-•�— PROPOSED GRAVITY IRRIGATION LINE �r 9 ( 840o sf o 1 c O 1 g O 4 . $8o sue,\\ 90• s4s5 sf 8�.0r+� ,�h �c0 — �_ ' n I 1a730 sf N8400 sf R 400 sf 10559 sf es �ry4 0 sf `` °� wry..,, r \\\ ' % 61 sf • \ V� -PIRR PRESSURE IRRIGATION LINE Z a- t 120' $ 8400 sf /i • /� ff 1 w ' 1 9840 sf ry0 20 ,�,yo 3 * moo, 10048 sf ,,d el „� 6 . 12 \ �' PROPOSED FIRE HYDRANT o , y �. \\ 11 r of c 120' 70 70 70 I 6Q' 0 8400 sf , �` ° 8400 sf ^�� 8 S• 7j6�� �`, \ • 0 1 I ry •,!� 8 11531 sf \ .1 C PROPOSED STREET LIGHT a g ♦ 11976 sf ----- ----- p 2 w 8400 sf r i (�_ _ ''---- ��� e°, 0 6 ry0 21 Qp ` ), ,`�y, � 11234 sf ` )°, 10610 sf 10 ♦ � , 3 # 120' 1 \ �� 8400 sf 8400 sf )0, 62�r`` ° 840o sf ♦ ; �O• \`.`\ \ � NQ�• �— SURFACE FLOW DIRECTION 70' 70' 49• S o 22 `� 1 �• �.`O `� ) 1�671 sf 5 ?8• VALLEY GUTTER \ °• ' 9600 sf ` � ° 1392 sf �� T 8 sf 'c 7 8 9 s, °' 8400 sf 8400 sf ♦ 10024 sf 1 8°• Q °'' 1 6 �] 10 \ ° ,°c -SD-a-- STORM DRAINAGE LINE & i 148400 - 4 0 23 e� ,pry° 10 \ moo, 10230 sf COLLECTION SYSTEM W r 120 1 $ 10131 sf sf 8400 sf r sf ,�'L '� `� �t'S• 9600 sf ` 9 . �O• 8400 sf ' , 7 ni "' 1 \ 8400 sf o• `. 28 `. ,��� 8 19 1 _�" -_ SEEPAGE BED r 2 v 4 cP CK �, a i 8400 sf I i B�•O �1 � ;i 4182 sty � p 3 B1�QCK 'Lo 24 ` i 7 \ `bo 11 �°� 13075 sf � � 12Q' 1 T `�� °' 8400 sf \ 8400 sf \ `� 10199 sf 9600 sf \d�` ,�ph .;y 9 18 a \ Q 1 85' ' rrr '�' ' r '` . ♦ 11379 sf r 70 COMMON r o 4 `_ 3 �' �`` 2 ry° 25 ao ` `" �'v o•`. '� g � Imo. N p cj 6 6 2 �s• �� N ♦ � +tio 6 ry° 1 17 10978 sf 1 o 8400 sf j ® o o �, ° 8313 sf 1 10099 sf / / `�` QS• 8558 9600 sf � ' ! f Z r 1 12405 sf ae 9000 sf P 9000 sf f 9000 sf col 13330 sf rr 12317 sf J 1 120' i i h �S� ) 10433 sf ,�� .� y 7�` ryQ 5 9 \ ��„ ,, Q w s �, d j o COMMON _ ��• 28 ` moo• ' 1 ss sf .�ti° 13 16 , [ Z "' 5 i 73 75' 75' 75' 35' �1 , 6 ss" `�� 9600 sf 6°• 6p 12232 sf \ f O _ ,�•. 4 1 N f 14250 sf �`--- --- 158 •-- --i----- -175' _- - � 70' ` 1 � i� __�_ ` 1 y�� 14 15 " 1 . . a f D� $ 70' 93 -g0 ate' t sf 4 _ -♦ (1f 2 9 /rrr \11 3 12692 sf \ \ 13773 sf 12842 sf 3 B�„0CK 4 70 68' ?�. ` 7V 70' 70' 10 ^ 7 -, 70, 70' 65' °i` iri \ �� . BLOCK 1 11 11s8a sf w124ss sf \ SUNDALL LATERAL EASEM NT , 3 2 1 13 12 7 5 14094 sf e 1 \ �\ CURVE DATA 9591 sf , 1� \ 53' �s'• 63° '14.5 M c�v 10426 sf • 10714 sf N 8402 sf "�ov 8948 sf N 8485 sf c o 2 3 15551 sf .. 11029 sf oc I o ^8400 s cv sf 13 79 sf • i 1 11277 sf COMMON `� CURVE LENGTH RADIUS DELTA CHORD BRG CHORD r MATCH LINE ` \\ MATCH UNE t " v f - _ - o - = C1 9010 100 00 51 37 25 S 42 24 45 E 87 08 1 89' 112' 88' N 90' K i \\„ \yl SEE SHEET 2 2 '\ h� C2 91.77 120.00 43'49'0fi" S 46'18'S4" E 89.55 SEE SHEET _ _ 81.0C 10 _ 2 OF 2 1 ®` — C3 84.58 420.00 11'32'16" S 18'38'13" E 84.43 SCALE 1"=100, L 12 - -12`W- -`_ - - - ` sfle1 `'�• �v ---- -__--- --®® 12"W----- ---w�-_��__-29 -12"W------ ---- ---=--12"W:32� --_-_-_______-__ -'s-212 - ------ 4 _ ___ \ \ S C4 74.10 134.00 441 '1�t' 'T' ___� "�-_" - '' `_` \ A M 3239'29" S 29'11'50" E 73.10 DWG.DATE 01/06/16 bkb 8"SS t/4 8"SS $"SS - - s ��` � � � WILLIAMS PIPELNEIL I EMENT PROJ. N0. 150908 89 58 '` 1 90' 120 120 SUNDALL LATERAL TO' / PIPED 6 4 3 2 2 18 , 3 4 5 6 7 8 9 10 90 1� •�2j3^,, FROM PROPOSED G SHEET 1 of 2 I 7 8400 sf ;� 1 2 11 s . SUBD. THROUGH BURG R 1 15338 sf ch• 8603 sf 148411 sf n 8400 N 8400 sf N 10714 sf �I 120' 120` I iv 8433 sf ��� 8400 sf 8400 sf , 84 8400 sf 8782 sf 9478 sf• ;10013 sf 9813 sf ` ���T� CITY ARK _ RE2 1 K 11 i 1 r,r \, 9827 s; ` 35910 SF L ! , �0 17 1 5 �� , ^ru 1 ; � �, sosl sf � ��`� � •. ��� _ ���. 8.24 ACRES 1 w /150908-PRE.DWG ( 14250 sf �,_ iS N158 A. - --1----- 175'--AK DR-. _i `� 70! �: V= N`=-- $' ► 70' 93" 4 9 12692 sf \ 12842 sf d c 13773 5,- t- �LQCK LLJ 70' 7a' 70' 10 7 _7o' 4\ }'7�� \ \ BQCK0 ( z 11 11680 sf o,12489 sf \ ,° W t 13 12 7 6 5 14094 st �� 40 1 \ �.. SUNDALL LATERAL EASEM 'S' 9591 sf =-' � ��` ,P I s'' 63 r' 0 U � N o c 8948 sf � _ -+ 2 a " 1 1 1 VJ Lo SEE SHE 15551 sf .? 11029 sf N 10426 sf 10714 sf 98402 sf N N 8485 sf � 3 \ � -... -''�y ,�,`./, W � a0 ^ r r r N 8400 S Sf . •� , r 1 (,i j Z 00 I g I $ ^ ^ ^ 13 79 sf _ 1 i 1277 sf COMA 1 1 ao 1 OF 2 �, ^ ^ ��`� SEE SHEET 1 OF 2 ,� TCH UNE I L.L -- e t �, l fill,y .�� - - J ! ! l o 0 Uj 0 UJ 00 MATCH U E 1 $s -� t t2 -- $s BLQCK \ 0 © � • t L 0 o -12"W- ----- ------ -,-®�--12V---- m--_----- -+------tit' ------ ------------ t2"W------ --- --_ --_ - /ir \ •= — �' a �.. - - I O 2 441W: R E� 8 12' - - -Lr9 - -_'_ - 2"W 322'- _�..--.- --- 92i2 $, 44 -``-` _ \ \ ��', W W N ..- - -- - -- �` p " '\ \ ,1 Z W it O 8"SS A ' - --- ___ % ---- ■■ ■ a■ 1 - 29 s \ � WILLIAMS PIPEL SEMENT — Z— — — w 89 - 90 120' t20 N 59 S• '� � 1 SUNDALL LATERAL TO PIPED \ W 6 5 4 3 2 - 2 18 I 3 4 5 6 7 8 9 10 ��� FROM PROPOSED G V �� /MERIDIAN --a 7 g n 840o sf " 1 2 11 ,� 8g• h SUED. THROUGH BURG \\ \ \ I R�5 p.yyq l Q 15338 Sf cc�8603 sf c�8411 sf N 840ti� N 8400 sf N 10714 sf oN) ' + I 10013 sf 9813 sf M , 11 •- r ^ ^ I t 20 120 1 iv 8433 sf 8400 sf 8400 sf 84�Q f 8400 sf 8782 st 9478 st 9827 sf 12 `` ` � CITY K \\ \ \ \ 1 28 876 SIT W 1 BLOCK I 3 17 I 5 ^ '%! /� ';il s r ^ Coal �f 13 3591 SF r 6?6• 70' - - 0 I e400 st e400 sf o ` `T f° B�„0CK 1 j ®` �� 8.2 ACRES 1 _ 70 70 70 70 `l• r. 8399 sf 2g6' \ \ \ \ 6 t 1 70 70 70 �. 70 ,,, 70 70' 7a' 70' 70' � 14 1 120' 120' i -- C v A _ ------- ------------ 10114 sf � % `•.,•.` -- �..•'� � \�\I \ 733 9 SF �\ - +� RES o 4 5s4' �,W-. -- - /, 1? 828 s , ,' °\ 00 Lo u 1 6$ AC A 10171 sf / , / 16 "� ."-' 1�' ,� ^� 2 o ti �`� \\\ 1!! \ \ t 11. I— as 00 8400 sf 8588 sf c 1 �`-- / 855 sf ` % "�, "" \ ' W W 00 p t15' i 1k 51' TO' 70' 70 ?O, i ^ ^ t 125' 70' 7a' 75' 70' 75' 75' 75' 2� / / _ _ ao I I 4 3 2 1 / 1?0' � 0 � � z00 9 1 _ �i 120 128 1 24 23 22 21 20 19 18 ' / 20' I 0 00 t 2J ��7 flit 4 / 84005sf / `��� 3 11783 sf —� x ¢ ' //�4U0 s�"� 8400 sf 10714 sf ("t 5 15 1 1 0 0 0 0 „t �0 / �� � � � W O m � p Lr1 8378 sf o rrr g t `� > 14089 sf N 8400 sf N 8400 sf N 9000 sf N 8400 sf cQi 9000 sf N 9000 sf N 9000 sf N ! ` 1 , "\ `� W t ,, I 10266 sf 11565 sf e �''' ^ ^ r r tO6St /!r 16 8640 sf ?Q > W C? 4 N t20' I \ d, , t . ` _'cc �8400 �L ?0' 2q7`= °^� 2 p �-• it tas' \\\ !! I 120 �g1 p 15 / "rl" .,,f, ® a (� p 1 " _---� •- ' . a+ � 4 ,!! i 101 Sf 3 �, R=soo - 1 w b r 8740 i� 5 1 v` 0 10796 Sf " r 8640 s / y8, t ( U � 1 � 1 � 12375 sf 21 � t 6 � `\ �� 5 6 " i I,f� \\� ! / a �8400 sf J.> �r J 1 1 12524 sf 1 13 11170 sf \ 3 T mar ^ 26 ���\ / c9 4 ♦� CONNECT O Z t v+ 1 11941 sf LQC - \ 2 + _ o 121' 177' 1+ >�, 8 ��- ti� /i��' \ ` 10239 sf b $' 5 4O1` 10518 sf ` 3 42E*� I TO BE CO \ \\ 11 i 6 16 ` ` ��0 lt/13 \\ 14796 sf 9000 sf 9000 sf N COOS sf 16899 sf 14 T 1 �O 1 s 10' �O 0 A ® I \ I \ 3' \ Comm W(�H GRAYCUFF I 13052 sf ` 20 7 •' 84a sf !%t �\ 15 , 11424 sf 10041 sf `& �„p 5 a+• I 11097 \ �. tJ rir �O, BLOCK - \ 12382 sf 10287 sf _ " 2 ,, (S5' 75' 75' 75 8 , 122' 8584 sf 10096 sf \ 1 I I \ \ p <. - N /}�. 1 1 12 \`\ 8400 sf 19 8 6 � � `..�� 15442 sf 13 ( R 6 ? 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R...RR — - --- P1RR BL 7 Moro � IXI MERIDIAN ClTlt LIMITS N 89 29 V f t9$:.. .....�..... RR . sR -�5' - 1 00 50 0 100 2 \ 30 MASLONKA DIXON I I 1 I SCAB UNPLATTED RREE WEST MITY ( I c _ COMMON H f 1 �-- �f --- TRUST I E-� o � o II r a- g — o 11 i 1 I A � \ � 1- — — U J ca I� 0' 0 n -- _ - 56 kV z_ 5' Idewalk 8 ndsca in 8 ndscaping 5' Sidewalk 5 Sidew k 8 Landsca in 33 6 Landsc in 0.5' P ' 9 5' Sidewalk 0.5' r 1 7, 2 2' 7 t 2' 29' z' o 2.0 ( Roll Curb oo// � Roll urb ( �0% ( �} p/p//� Roll C � Curb q % 2.0%. -�° Z IO L.� ---�.-.- L. 0 SCALE 1 =100, pl A. .; ':o• o. o p 11 1 1_ 4. ' o o. o w A Il 111 III = s. �- � 2 1 2" Asphaltic Pavement w- ~ 3 � � 1 � Pavement 3 DWG.DATE 01/06/16 bkb o Compacted Stable Subgrade / o $ Compacted Stable Subgrade r 2 /2 Asphaltic o PROD. N0. 150908 t I '9113/4 Minus Crushed Gravel Pit Run Gravel 3/4" Minus Crashed Grave€ Pit Run Gravel s TYPICAL COLLECTOR STREET SECTION (50' R.O.W.) a G�- 1 L RESIDENTIAL STREET SECTION (56' R.O.W•) a SHEET 2 ®f 2 N.T.S. WOES. NOTE: SEE SHEET 1 OF 1 FOR LEGEND, NOTES & SITE DATA P /150908-PRE.DWG