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Home My WebLink AboutWPO201800038 Plan - As-built 2019-05-13AS -BUILT AL_BEMAP%,.LE COUNTY, VIRGINIA FACILITIES & ENVIRONMENTAL SERVICES AS -BUILT SHEET INDEX 1 COVER SHEET 2 OVERALL SITE EXHIBIT 3 GRADING PLAN AND PROFILE 4 GRADING PLAN AND PROFILE 5 GRADING PLAN AND PROFILE 6 CONSTRUCTION DETAILS AND 7 CONSTRUCTION DETAILS AND 8 DETAILED CROSS SECTIONS 9 STRUCTURE PHOTOS 10 STRUCTURE PHOTOS (CONT.) AS -BUILT SURVEY WAS PERFORMED APRIL 2019 WATER RESOURCES PROGRAM (CONT.) & GRADING PLAN & PROFILE LEGENDS AS —BUILT STRUCTURE POINT DATA AS —BUILT STRUCTURE POINT DATA �Il 'll III' E A 1 VICINITY MAP ORIGINAL SCALE = 1" = 5009 F11�TAL PLAN (WP02018-00038) MAY 169 2018 AS -BUILT DENOTES AS -BUILT AS -BUILT CERTIFICATION: THIS AS -BUILT SURVEY HAS BEEN REVIEWED AND, IN MY PROFESSIONAL OPINION, BASED UPON MY KNOWLEDGE, INFORMATION, AND BELIEF, ACCURATELY DEPICTS AS -BUILT CONDITIONS DETERMINED BY A FIELD RUN SURVEY PERFORMED UNDER MY SUPERVISION ON APRIL 2 AND 41 2019. THIS AS -BUILT REPRESENTS ACTUAL CONDITIONS ON THIS SITE AS OF THE DATES SHOWN HEREON. THIS REVIEW DOES NOT CERTIFY (1) THAT INSPECTIONS WERE MADE DURING THE CONSTRUCTION, (11) AS TO THE QUALITY OF THE WORK, OR (III) AS TO ANY ELEMENT OF STRUCTURES NOT VISIBLE OR DEPICTED ON THE PHYSICAL SURVEY. Chad J. Laskaris L.S. # 3007 Date TH of AS -BUILT SURVEY C) CHAD J. LASKARIS PREPARED BY: Lie. No.3007 0s/i3/i�7'-- 04' �� suiN Shadles and Solations'�'c a DAVEY# company 5300 Wellington Branch Drive • Suite 100 Gainesville, Virginia 20155 SEALED FOR Phone: 703-679-5600 • Fax: 703-679-560 AS -BUILT ONLY www.wetlandstudies.com AS —BUILT DATE: VARIES PARTY CHIEF: BH DRAFTED BY: EC CHECKED BY: CL AS -BUILT SURVEY DENOTES AS -BUILT O co co ce) O ti O Z i fi O O N O J Q\ � L / 2 O ~ U CU CU CD0It of `. O Z U w W Z O Q w SHEET 1 OF 23 1 OF 10 (D ch W W IJ ch z a J CL Q z 0 U W J Q W m J Q U U) 0 r-, //��\\ \ STUESYL717—i-051-: / a f / 04 Ln �\� �\\\ \ \ -=-=ate--' = _ � �_� \ � \ �� _-= _— __ — — �� -_�� _ =t_ � � � � _ _ = _ —_ _ / \ � ''� _� _— _ _ — _ � �� _--- �� - —_ � � _-� _�-�� _ i % _ --- � � �a � -- �__-- � /i i i /�_ ji , `�.�32- i � — — � � / / r � • � I \� ��\� \\\\\ \\ \ n� — � . �� _ _ —_ �� —__� _ � � � f�� / \�(� 11�1 fT+c—�•�� _ �_ —'�i/� � �i � I 5' AM — 9- � 3 I \ \ \L TSa� _ _ _ — __ ___ EX. BLOCK � — \ \�, /ri _ _ s _ _ _ , \� \� —_ WALL \ �SANITARY_ LIMITS �\\\\\\ ��\\\\ OUR LADY OF PEACE �, I , \ _ _ =_ _ _ _ BRACHLANDS _ \ m \ // % � Z� ice-=- c\ // � - �� i / i / 1 \ �\ I / L�� \�_ �, � _\ z COMMUNITY .7 — _ I 1 ALA Q\\ �i\l�� --- _- — STOCKPILE � �'/�Ikv� v / /-- I — � �� I I 1 ACCESS I 'I ��\w � \\ STAGING AREA � / � • 1 � III -/ �-- — - --- _ ct /1IL? — \ o LQj i ct — � J / CHURCH OF THE INCARNATION NOTES 1. PARCEL BOUNDARY INFORMATION DEPICTED ON THIS PLAN WAS PRC)vluc:u r r LINCOLN SURVEYING (JANUARY 24, 2018). SEE GRADING AND PROFILE LEGEND ON SHEET 5 AS -BUILT SURVEY WAS PERFORMED APRIL 2079 AS -BUILT Q DENOTES AS -BUILT AS -BUILT PERMANENT SURVEY CONTROL POINT NORTHING EASTING ELEV. 103 3913697.7711489846.13 430.48 104 3913799.28 11489989.47 434.25 108 3914098.3111490557.60 453.48 20074 3913904.60 11490158.42 438.58 20162 3914000.04 11490348.39 451.69 20505 3914179.08 11490791.58 455.70 20608 3914203.32 11490782.30 456.67 20644 3913786.38 11489980.97 433.20 20645 13913755.55 11489988.50 432.78 ct o U i U \ / I ��/ �/ I /� / iA\\\ � /ZZ /� \ 50 25 0 50 100 150 SCALE: 1 "=50' /VA S"°dzes and Solutions,In° a DAVEY4 company 5300 Wellington Branch Drive • Suite 100 Gainesville, Virginia 20155 Phone: 703-679-5600 • Fax: 703-679-5601 www.wetlandstudies.com 1 0 w z O r� W P! 0 a\ v O � N o c� Q w H o d z Q Horizontal Datum: VCS NAD 83 Vertical Datum: NAVD 88 Boundary and Topo Source: WSSI, Lincoln, and County Digital Data Design Draft Approved NAS NAS FRG Sheet # 2of23 2 OF 1 Computer File Name: L:\Suney\30000s\30000\30057.0I CONST\.as-Built\SheetSet OVERALL SITE EXHIBITAwe � � - - A � - S-BUIL I LIMITS of S ''""� ___ __ �_.._ _:�Eg ______ = '== _- - - __ I-,- -'p9� — - � ��= �� ?= _ =� � � — _ ____ __ _____ __= � _— — — — - _ _ = C DEPARTURE ANGLE SEE SHEET 6 _ — —_ — — _ _ _ _ _ ____ _ _ _ _— � /,-g� � / SEE STRUCTURE - .__ _ ��= ____ -- - ---- - =-=_-- ---� - — — - — CARE SHOULD BE TAKEN TO = — — — �' / ' --- / DENOTES AS -BUILT / DETAILS - J TREE SURVEY ,,'- \ �\ _�� _ _ _ -= = = =- �- --_ — -- — _� ��— �� — _�-- _� - __-- _ =----- =—_ � — — — --- PROTECT TREE t263 TO REMAIN _ -' =�� .� ; �� — _ — = _==-= = =— � � — — = = = = = _ = = — — — __----- --_- — — — — — — _ -, � _ � — — � — _ � --- =_---- � � _ � � � = _ __ _ _ _ — — - — — _-----� // i /i AND STAKEOUT SHEET FOR a ) _ := — — - �- - - - - - --- - - �� " ��=_ 1 5 2 FT ROCK WALL AT TIE A - -6 ��' / // ADDITIONAL ITIONAL INFORMATION I NFORMA— _ - _ _ - _ -- �= ---- - - - - - APPROXIMATE LOCATION (STA f 11+15) OF ROCK SILL. ; _�� _==_ ;= OUT TO EXISTING GRADE. - - - - - _ - �— - LOGS MAY BE SUBSTITUTED / OUTER LIMIT OF w I - _---- ��'- _ _ - __ _ =— = = = / / \1 �25 RUN TO " --__ --_; '- -- _ --- _ THIS SILL WAS NOT VISIBLE AT THE TIME OF THE AS -BUILT SURVEY. - ;�,� _ _ _ __ _ =- - - - - - - ----------------- -- , , ,e / __ _ _ _ _ _----_ _ - - - �y1-_- _ - -- - - � �— �i - �� ,, j jj �; //\ j\/� / j//�, j' _ _ _ _ — �'�' �' / / ,' / �' /j // / \ `\ �\ �� `--- — — = =_= -___ _- = - - - _ � � -- =_ _ - _ - _---------_ = — - ,-'- / / . ,- \ \ � - - ______ _ _- _ _ _ _ _ __ -----_ __ _- _� //.' // \``` 112 - \P / / f __ --_-; -// ��g'4j/ /�'/ //^ _ I \\ -, -- a--- (4/16/19, NAS) - - - -� - - - - - - - - - - - -- : -- - - --- - - - - - - --- - - - = - - - ' - '� 10+330fl---- -- '----_ _ - _ _ __ _-_ '�� __- -___ ___ � =�== =_ == ===- _= F-- ��--___-__-_ _ --_ _ - ---- -- --_ _� -�/ i, /.' / //i' /, _ \ \ `\ \��\ `__- = _ - -- - _ _ 5 _- -- -- _ FULL - -_--=�------ =_ -- __ ---- --__ __-_- _ ---__ __ - =_ -_-_ __ - ' _ �� /O��////' '///''/ /' --'- \\ \ --- �,--- _ PROPOSED B/,, - - ��= BOUNDARY INFORMATION OBTAINED /,�/ // /// / / \ ® N.. - u Q) TU TOPO SPATIAL / �' I co 455.3 O d co _ --- - a rn `� 10+ _--- -; _--_ -- --------_- __; -_ ..., _ -_-- - _- - - - - - - - - - - - - - - ----- ,45� ---- __ - - _ ___--- _ -' LIMITS - 7-FT WIDTH _ - _ _ - - ___ - - _ -OUTER -_ � - -- -_; _ �� — _- SEE PROFILE AND _ _ _ C° _.: - _ __= _ _ - =_ ____ - _ - _ _ _ __ _ = _, �r ,' ,' / - �` \\\ LIMI OF WSSI = _ __ _ -- ___ _ _ --- _ FROM LINCOLN SURVEYING - - 1 ''/ / ///�''� / /' / �� _ _ _ _ _ __ _ � ---____________:::� — — — = --'" _- �: �,1ee` / // �'/ — � �`1 ` \� - - - - - - \ __-_- - - = \ — _ — — _ o � Q -� �; .2 i /� II v O - - _ ,- .-'' ,- _ 5 .456' "- N— >n °� `-; ; — - C _ — — DETAILS FOR WOODY --- __ _ - — � l - = _ = — — — _ _ -_ — _ = JANUARY 24, 2018 f __- � -� ;� //,'// \ \ \ — — -_- — _— — — — — � w y �a A cn ^ o t2 4F Ss2 _ d N rn N _ c�M - CO M _ N - -_ N N o �,--=- __=--_ --__-----_- -_ ----= DEBRIS INFORMATION _ — - ---- ---_ =_ __'-- _ _ _ — _ — — — -- ---= — /////''�'�///%/// ---_\� 6, a, o , a N __ - d o - rr -- -��2_ (�_-- - = -- - - ---_ -= _ �---------- — b - ^, __ _ __ - == - - WOODY x v- - d - --; _ �$_'` _ -- -_----_-- ___--_ _ N DEBRIS TYP. - ___ -___ -_ ---- = _� _ _ _ _ _ _ _ =- _ _ _ _ _ _ _ _ _ _ ( ) _- - - --_--_ - ________�__ - =_ - _ _ __ _ - -_-_ __---- - _ _� _ DECK MATS TO BE USED _--- _ - _ ____- ---------- - _ _ - o Q -` , '' AS -BUILT \ ln..." _ __ __------- 6' __ - - -_ `� = o;� - __ _ �\ -- _ = � � � - _=_-_ -_ _-_%= - _ == - __- =� - - - __- -- _-_= -------_ = ___ __ - _ _ _ = -- _ ' WHEN ACCESS IS ADJACENT --- ` N - N N . `� n o �j 0 457 _--______ __ ;_-_:-'------- ___ _ -_ -_ -;---_ - - ---- - _ � -- --� - - - -- --- ------ - TO SAVED TREES. _ _ _ = i ; - Ln N cV a °p �t _ - - --- _ - rn '- = -----, -------- _ - - -- _ _ _ - - - - ^ �'`x. o --'' _ _ - - - _ - - - __ - -_ _ _ - ,:�___ - -_ — '- 4" cn �S ROCK STEP RS-1 ( ) \ _ � ` \ - ' X S 6 \ '� o =8 1L� --- d d __ _- '- ,_ d d N \ .x� u� - .- o -4 00 _--n- -- N _� cD c° rn - - -_ - - - - - - -------" -, ,_ - - _ - -- ---- - - _ -_ _ - - __---- _ - -_ _--- _ - Co a d S - ,� d \ W \� ` �N = - c° N v d� `n �' ro _ o == u� -_ - Lc� o 0 0 0 o ai o -; -;-__ _ - _ - ,____ _------ -- - - -' & C C=E -- --- __ __ __ _ - - "�� - - - - - - -' ,-' > - - -� � �' �' "" - _ ,-_ - - - - - _ - - - o - _- - - -= - `_ ^ "? , _ et u� _ -_ o o Ln d ,,; -- ;; - ___-- _ _ _ _— - - -_ - - _ - ,�-'" _ ,! --'' --- -- ----- --- - --- ------ ---' i ; -' - - �r Ln d d d �r ,, n\, - °�--- - - ---_ =tom= - -- --- ---_ - - - _ - - I� ` d `�,� ` - ___ -_- - C� � U o Cn \\ `\ \ �, _ d ,� ,� d \ ) d \ ^ _ _ _ `9 "' ,� 0 a 2 - d - _ N _ -- - - _ - �r - �'� AS -BUILT IN -STREAM d "� `- -=<r`� - - �- �n - '' _ \�-- - _ - - - �, �, M _- -_ �_ 4---- _ - __---------_ _ - — — — - _ ' -- ---_ — — _ _ x. ,, ----- _- 44$ 6�- _-------- _----_-_- --_- - - - - — — � _ ,, __ - - / \ INSTALL ROCK STEP -�, - -- 457 d - ( )--------- -� \ _ `- `- 0 0 ��►� _= oo _t-, °' _ oo '� _ \ _ _ _ ; ; = - -\ o�; ,� - = o °' o - rn c� - N -- _ _ _1 - _ - _ -- ---- - : - �' �_-,---' , r/ i / �',// / - / / / � / / / / \`\ AT TIE OUT TO \ \\\ �\ MCV STR CH-1 - - .'' ` '-�,_---------,; `. �l�_ = - �_ .4 o o \\ _ \ -` \` _ - - o o o '�, , ` \---__-_- o --- -- N ---_ `° o _ co _ rn _-_ co - -` ,,� - of r� .1--1- � � Z - - u� N o z / / / / I / / . / / /, EXISTING SWALE \\� •\ \ \ \ \ S \ `\ \\�\ \�`\ o o�� o o \\�. \.�. ` : FlY � rn rn o0 00 _ rn _ � `\ "-- F_-- =_ = �� _ _ =____- --'z' --- `� = __ "� _ �^ °� \ ~\ \ \ -�--' - l� ROCK SILL ADDED DURING CONSTRUCTION - `r �t - `�---A-L08 `r `"\ \` _ `t `t -- =' "= d �r 00 °p -_= ao r\ '� �? \ ` \ _ _ � \� '�.� �\ i �A/AtL - - - - - - --- -_ _ �- ; � d. -- -- _ d- cry � co �, • - _ � � __ � d- � �t �r '� • � 4� \� \ - /,_ �\\ � `\ o MCV STR CH-2 PER DEQ REQUEST. (4/16/19, NAS) _ ____---- — -.ACCESS FOR AREAS UPSTREAM OF _ _ _ __ _ �, -_ ___ -- __ _ - .� ry ___ ____ ____. �r �t d �� D� p� . \\ \� \ -� , \ �\ �`. - �2 / --- - — — STA: 12+50 TO UTILIZE EXISTING '_ \�24 S \\ \\ \\S�iS �� gs2 AS ' / / � M -_ ' / / / / ,' ,-' i / / , M / / / // m / �/ /,'''/ / \ __ __ I — — — -- ___ _; _ _ _ -- — -_ \`. _ N �. _ _ c� co - _ - �'�\\` -BUILT — \ \ \ ------_-_ STREAM CHANNEL. -_-- —__ - _ -' - -___ `- 's_ p� \. 1 -" , , / / / \ \ \ \\ \ \ \ a 6 \ ----'___--- ---- -- - - 0 � _'-_, - - _ _ _- _ p' ,�' _ - rn` _ rn �'� p BOULDER POOL \ '- 1 -,_ W / / '/ / / / 11 / `\ ``\ - _ _ _ - - - - - - _ -- _-- - -- 9 8 \\ 0 \ -_ _ ___ __ __- o _ - �\ d - '�" \ < o t691 / / - - o' - AS s �� - 21 M ' // / /�.N , \ ` \ \ \\ \ \ \\ \ \ _ - _ i -_ __ - - _-_ _ TIE OUT TO EXISTING GRADE AT 2:1 -- _, _ _ �� ___, ___ _ ��o 0�`� `\�":'/.�r^I i , / - _ '��- _ _ ' --_=_ =-__ :•�� _ - __ __- _; 4 8 4 '� D�` �� I �'� lid - Yl` DTI 9 �8� p �` PRBr R IO/ ///j�"�1 \ \ \` \ \ \`\ \ \ \\\\ \ \ / _ --_ - __ _ \- (MAX.), WITH MATTING ON ANY - - \\ \\\---'- SLOPES STEEPER THAN 3:1. STRAW - _ __ �'�_,_c--_ - _�______________ ___ - -; - ;- \ p�` o� '�X o��,, i \ \ �� \\--- / '\h �`O o� ��, S� 6 � P/ / 1F P. / / \ \ \ \ \ `\ \ � 1 =_ _ == _ _ _ = \ - MATTING MAY BE USED FOR AREAS \ __�,� - I \ _ INV. EL: \ 7 '� I a `� I 4 .7 - '� .. �� '-_; �` \ I� \� '--- _ /' / / �' ' / \ \ \ \ \ \ \ `\ \ \ \ \ \\ . / \ 0 , �o -_ _ _ - - -_ / - _ - _ - _ - O-t,686 — --_ _ _ _ ABOVE BANKFULL ELEVATION. - \ - _�_ ` _ -_,, _ � �-, _ _ - -.� `_ -__ -� ;; �� ,\ \\ \\ ;r\\ I I / , / / -- L TS ; , `::.`\` �h \,;,�\\� �` ;_ -�h - h \ \ - _______ __ _ ,\ \ \ \ ��' \�\\\ �O ,� ^ �� \ 1 MIT 0 WSSI , .� \\ �\..\\�, �. �h' `\ ._ / / 'a OUTER LIMIT TS �_ � \ / y / _ - _ _ _ _ �� _ __ �` \ . \ - = -_ �� _ \ ,,\\ \ \'` \ AS -BUILT \ \\ _ \ l _ FIELD RU TOPO _- -- - - -� _ -= w STEP :`�\`�:: 2 / / / \ _� 0 \11 ;; ; _ \ , - _ _ROCK (RS-2) \ _ _- - 0 \ - ,-- , - �, __1 11 " - - __ , , - -::: ,� / - 6 ' ,-:-�- / __ - - - I \ `\ ` C� fk ` 6' I \ -� \ `� \\ \ \ \ \ ` (� - / / - PLACE ROCK STEP AND. / / ` - \\ \ \" \ _ "_- ��I�I ' I ��' o` "�� cA �. r ct y, o ADJUST RIPRAP TO TIE OUT / / \\ \ \ 6� LOCATIONS WERE FIELD ADJUSTED DURING CONSTRUCTION TO FIT LOCAL SITE CONDITIONS � - - � \\ `: \ \\\ � --- / / ,- ' /\\\\```�` �� 2 �� I_ "�' °`--- � 5 \ \ \ \ / / TO EXISTING OUTFACE, \ `\\ \\\ ` ` `\" " �n / r oio) i�_��f �'STRUCTURE � � 0 0 I \ / TREE IMPACTS, IMPROVE BENCH GR � � � \�:\ \ `: � `\\\\•� / � , , r�— �\` ` \`\ \\ �� ®�� Q� N GRADING, AND ALLOW SMOOTH TRANSITIONS TO SURROUNDING . \\ N / , N� � � 11.��nAVOID a EXISTING GRADE. ELEVATIONS WERE LARGELY HELD AT OR NEAR THOSE SPECIFIED IN PLAN. \ \ \\', \\ `\\ "`\\\\ \\ \ \ , <'— , '/ / /// , // / -,�i \��\\\\ � W \\ /.' 1, O 1 \ 50 r � ' .--0 �' :B NON -ELEVATION ADJUSTMENTS CAN RESULT IN VARIATION FROM THE DESIGN PLAN (DEPARTURE ANGLE, ( 1 ARM SLOPE, ETC.) WITHOUT ADVER- 1 ADVERSELY AFFECTING STRUCTURE FUNCTION/STREAM STABILITY. \ \ `. \\ \\.\ \\\\\ \\\ \ ( !' / / �� / �\\ qq3 r x o \ \ `\ \\ :\ \\`.\ �`,\\ "\\\ s \ � .' / / /� ///; j / \ AS -BUILT STEPPING .� � Q \ \`\ \`\ \`\\\\'`\\� s�_` \/ -'' / //// // .� �'�h Q : \ ��` / / STONE CROSSING ,\ X � � � _ �_' \`\ \`\\\ \\ // / `s� N == o=-�_ '� � U = N 0 o � � � Cn -� I STRUCTURES WERE INDIVIDUALLY EVALUATED TO DETERMINE IF VARIATION SEEN IS LIKELY TO CAUSE I \ \ \ \\ �� a\\�s�� \ I / /: /// _ \, o`ti M I� \ \ \ \ \ ' \\ \ `\ I r / / i / / ill - - �`� `\ ;, 1\\ pc _ r- r co \ \ \ \ \ \ \ s \\, I I /, t CONTRACTOR TO -z' �. _ m N =" N •� ;` Q -� ,, �--' iJ � V .--� a 3 PROBLEMS DURING POST CONSTRUCTION. DETAILED NOTES ARE PROVIDED ON SHEET F AS NEEDED. I _ \ \ \ `; \�,\\`\\ \ \ `, / / �''/ / / / REMOVE/DISPOSE OF �� ` `� `� - -__ -- = 4�'A \ / EXISTING BRIDGE AND AS -BUILT \ - � to c (4/1 F/1 NAS) i \ \ \ \ \ \ / �/ t9 ��"`� = '%'�%'% _ ROCK STEP RS-3 =_ `z I I o \ \ \ REPLACE WITH STEPPING \\ - %'�= _ ( ) -- \ ALTERNATE ACCESS / _��_ -. �" .-. ;� \\ __ __ 2d 10 0 20 40 60'� \ \ /� \\ \ \\ Q _ ^ \\ d�\ °`\ \\ \\ \ \\ \ \\\ LOCATION #2 / STONE CROSSING.--� \ \ CV STR CH-4-=,,"- ' _ _ _-\ �\�/�/, _ U O im" Il 1 I / / �` \ \.� / STA ING/ ARE rR - ;- ---- \\ \ // \ `\ � SCALE: 1 =20 1 - - -- - - --� I - --\� \\ \ \ I I // I I , _ _ / _ - _ _ _.;-:�- _ \ \\ \� �; �/ �' \� \ _ \ /, \ \\1_ � _- � S� c ICE ____ L%\\�\ ___ -' \\�\,� \ / \ ��/ (i �+ g U \\\ 0 \ \ \ I C I . _ I \ \ / _\ C /, ,\ I I �\ \ \ \ �,, - - 6� - - - l AIL SIGH' ��,, - - �\ `\ \ I -- _-t s �� _ \\� \` \`\ \� `/ / \ \\\ \ \ \ I I SEE GRADING AND PROFILE LEGEND ON SHEET 5 LONGITUDINAL PROFILE CHAPEL HILLS DESIGN: 10+00-1 6+00 AS -BUILT SURVEY WAS PERFORMED APRIL 2019 458 458 ME NDER LEFTS (I N I`�mimr � OkA Ln � C9 DD Ln O O � 0 NO r7 O � Ln N CO O 1 I N Iq Ln N CO N + o + CROSS -VANE L0 LE � MEAN DERV STATIONS AND ELEVATIONS OF THE AS -BUILT ALIGNMENT ARE RE -PROJECTED N MEAN ER EAND + R0 NO + EANDE ro � MEANDER EANDERN N EAND R"t Ln MEANDER LE 456 + 3 0 + o ODIFI + D o RIG + IT TO THE DESIGN ALIGNMENT FOR COMPARISON PURPOSES ONLY. + � RIGHT r7 LEFT + - RIGHT + � + RIG T + LEFT + + Ln RIGHT + Ln + Ln 456 o o w71-4 � w o w � w c� I F w o w w 0 w C) w � w C � U w w w � � � o_ 0 0 w w pp STRUCTURE LOCATION OF LOG (- STA 11+52) WAS NOT VISIBLE OR SURVEY -LOCATED DUE TO LOCALIZED DEPOSIOTION AT ° o .p THE TIME OF AS -BUILT SURVEY. (NAS 4/16/19) AS -BUILT STATIONS: 10+16.00 TO 15+ AS -BUILT STATIONS: 15+44.94 TO 22+73.60 A 454 F AS-BUILT DATE: 4/04/19 AS -BUILT DATE: 4/02/19 454 �ZN1 M �� 0 v0 �1�' � o CO D TYPE I HABITAT. VARIABILITY IN POOL SHAPE IS 0 o 2• WD PE III HABITAT POIL NORMAL/EXPECTED DUE TO LOCALIZED O CO \ � t� PROPOSED SCOUR/DEPOSITION DURING STORM EVENTS m - x z \ W/ LOG SILL ij o o. o 0 o GRADE7 / W TYPEII HABITATPOO (4/16/19, NAS) Ln � N Q v o 452 I I.......................................... N.%-�. WB PE III HABITAT OOL D TY E II � 452 d a :::::: :'::::::::'::::::'::'::'::::::::...77 1.p% HABITAT POOL PROFILE SCALE w o �V o J — 11 117` ::::::::::::.:::::::::::.:.:::::::.. > o 0 0 0 1 o� 1.0� WD TYPE I H: 1" = 20' � oo m AS -BUILT IN -STREAM o 0 0 0 0 0 0 0 0 1'0 ° 12" REINFORCED BED MATERIAL " - ' V: 1 2 < Q 450F WOODY DEBRIS (TYP.) ...................................................................................... 1 o% SEE SPECIFICATIONS ( � 450 III 11 I 0 c 0 �. �, a as .... ......................... 0 0 0 0 _ :.:.::.:..:.:.::.:::.:.:::::.:::.:.::: �:.:.:..::�::::..::.:..:::..:.:::.::: ............. ..:::;:::::::::;::::::::;:::::;:;::::::;:::::;:;::::::;::::.:..:..:..::::;::::. C OSS - ANE >> ..................................................... ..::::.:.::: ... :.:.::. ........................................... ::::..:.:..:::..:.:::.::: ............................................................................ .. ..................................................................................:.:::.......................... .......... ........... o o z — — a� �, Oq ... :.::.:: :.: ............................... :.::: I.0 ::::.::.:..:.:.::.:.::::::..::.::.:::::.::.::..:::..:.:..:::..:.:..:::::.:.:::.:::::.:.: .:::.: :... ................................... ::::.:.:..:.... � � v w � H VARIOUS WOODY DEBRIS :::.::.:..:.:::.....:::.:.:: ............. ..:..:.: ..::...................... .. ....................... ...:.:..:.:. . A -B ILT IN- TREAM S U SBCULDER WOODY DEBRIS TYP. ( ) :.:..:.:.::.:..:::::.:.::.::.:::::.::.::..:::..:.:..:::..:.:..:::::.:.:::.:::::.:.: :.....: 0 0 ° EXISTING 4 FT WIDE WOODEN FOOTBRIDGE 0 r7 O 448 I I � III I (WO) STRUCTURE TYPES TO :.:. � :. :.:.: :. • :.�:.: •.�.�: • ............6 00L � � 11� - - I x - BE USED AT LOW FLOW r, I — .. :.:..:::.:.:::.::;:::;::::::;:::::;::::::::; ::.:.........::.:::.:::.::.:..:.:.::.:..::............:::::........:::....:..::........:::::.......:::::.:.::.. .......................................................................................................................................................................................J. ::;:::::::;::::::;::::::::::::;::::::;::::::;:::I.:::;:;::::;:;:::::;:;::::;:;:::::;:;::::::;:::::::;::::::;::::::: ':::::::::::::::::::::::::::......::::::;::::::;:::::::;: ::::..::::.:.:..:.::.:.:::.:.::.:.:::.:.: ::::.::.. o 0 00 Ln U Z J (HABITAT) POOL LOCATIONS, :::.:.: �... .::.:. . ...................................................................................................................................................................................................... .:::::.::.:. :: ::.::.:.::.:::.:.::.::.::..:. .::.:::.:.::. .::.::.. .:. .::.::.:... ::.::.:...::.::.:::..::::....................:.............:..::..............:.:::.:..:.:....:..:......................:::....... .::.::.:::..::::.:.:::..::::.:.:::..:.:.:..:..:.:.:.::.:...:::.... .:.:.:::.:..:.:..:.:..:.:..:.:..:..:.:.:::.:.::....BOULDER - ® o o _ AS NOTED. ----- ......... .................................................................................................................................................................................... ...............::.... ......:...::.::.:::..::::.:.:::..::::.:.:::..:.:.:..:..:.:.:..:.:.:...:::....:.:.:::.:..:.:..:.:...:.:..:.:..:...:.:.::: T:.: :.:.:::.:.::..... . POOL Q a - - ::.:::.:.::.::.::::::;::::::;::::::;::::::;::::::;:;::::;:;:::::;:;::::;:;:::::;:;::::::;::::::.:..::.:.::.:..::::::: """ .::.::.:::.. '::::.:.:::.. '::::.:.:::.. ' ::::::::::::::::;:::::::;:: :::: SUITABLE FlL "SUBJECT TO :..............V.,. ::.:::.:.:::.:..:: V.... BOULDER - w................................................................................................................................................. EX. INVERT PROJECTED ONTO ( Q 446 Ln 0 PROP. CENTERLINE ) ................................................................................................ :.............:..::.:...:::............. .:.: , : ENGINEER PPRO L. o P 0 L 446 C Z W a; _ SEE SPECI C TIONS OR O U ::' ::::::; ::::;: :L :::::; :::...... ....................... co :. :::.:.:..:.::.:.: ADDITIONAL l ORMA ION. ...................................................... o o W + 0 - .. :.::.:..:.:::.:. .......................... .:::.:.:::.:. : . MODIFIED � / f / \ - -�. I i - Q 444� . I I .I . ` ::: 6L:V.V.V.::;:; ........................................ ::::; : ::.. 0 444 0 00 ... N4. /I .. \ � � / I 19t I I / I / I I \ I� I 11 \ ,� N I I / � \ \ i-:: . ........... .... .,. - .,. .,. .,.,.,. .00 / No — . .... o 0 a� 442 ti O 442 M O O r I-- O CD N O N O ao cfl CM cD O M M 00 D) I� N oo o0 D) � cfl c� M ti ti N ti N Ln CO rn CO O 6> ti ti O oD O O Ln ti CD N I` N ti OO cD N :::::::: O :: ;: ::. N M I� N a0 M O �� M N �� M M N N Q N N �ZZ Q Q N �Z Q Q Z Q Z �� O 0 ��Z 0 Q O LID � O �� O Imi 0 � O �� M O O o0 00 r` �� t` �� Ln M ti CD �� Ln �� 'T M M M �� Q ::::::.: Z:.:.:.�.: �: +N, W ��Z " F- DD ::::::.....:: ..V :.: 0 :: 0 Q L 440 O N rn � It r7 N N rn n r- N Ln N ro rn — CO r7 n ao � r7 ro ao ao O N O (D co � O co 00 "t co O O oo I� ao Ln Io rn r- r7 O N 00 co CO rn oo N � N N ao CO rn I� 0 O r'� ao n ao oo 0 O ao '' -:•:•::•:mod• •: :•:�:. 440 �l ••SF;;. Horizontal Datum: VCS NnD 83 J w Ln In Ln In In In Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln � � L(7 � � ... ? Vertical Datum: NAVD 88 00 I 11 11 11 11 11 11 II 11 11 11 I II II II II II II II II 11 11 11 II 11 11 11 II 11 II 11 11 11 11 II 11 11 11 11 11 11 11 11 11 11 II 11 I II II II :::::::: fl: > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ::::::::::>:: Boundary and Topo Source: 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_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ z_ :::•::•:_z••: WSSI, Lincoln, and County Digital Data 438 + 0 0 00 O O 000 000 o O O O O o O O o 0 0 O O o 0 000 0 00 0 0 0 00 O O O 0 0 0 438 0 L6 L0 co � � L6 * � r- 4 r- o L0 4 00 "t o o Co o Ln ai co o "t o � CD m ro oo 1� o o L6 oo r�i o0 o L6 Lri Lri r�i o O� Design Draft Approved W r7 + � + CO O ++ r- + 00 + � +++ � � O +++ CO r- r- + N + N + r7 + � + Ln + Ln + CO + O + O + + � + � + Ln + Ln + rn +++ O O O + � ++ 00 rn + rn + O + ++ r7 + r7 + + Ln + CO + 00 + O + NAS NAS FRG 'j Sheet# 436 Ir,Q Q QQ �� Q Q aQQ �� QQQ ��9 Q 9 Q 9 Q � Q Q Q Q Q Q Q Q Q Q Q Q QQQ �� Q QQ �� Q 9 Q 9 Q � QQ �� Q Q � Q � Q Q g Q a i5 436 cn cn cn cn cn cn cn r > cn cn Cn Cn U Cn Cn cn cn cn cn cn cn cn cn Cn - 3 of 23 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 3 OF 10 Computer File Name: L:\Survey\3000000000\30057.01 C0NS7'\.4s-Built\Shee[Se[ DISTANCE ALONG BASELINE (FT) OVERALL SITE EXHIBrEdwg = LIMIT OF_OUTER /�"_�,,,/; -__----- RUN TOPO {�- STR CH-8 DEPARTURE ANGLE SEE SHEET 6FIELD / _ CONTRACTO/--ADJUST/REUSE EXISTING RIP -%= - AT CONFLUENCE T P DRESS-______ �REMOVE/DISPOSE OF EXISTING '' F - - AS -BUILT IN -STREAM . / /.. Sz - - -- ro N o` O ______-_,-_-�REINFORCED BED MATERIAL. - / / N N N Q� O - '�' _ �_ ;-�= BRIDGE AND REPLACE WITH -� �BOUNDARY o ODENOTES AS -BUILT ________/; _��_ �� - --;,__' ;,,- , - - ;_ -� / _ - - ,- //,_-WOODY DEBRIS (TY.�_\y�_ INFORMATION OBTAINED - - _ ;_ / i= _ _ _ _ _ _-_ __ -� �_ -_ _ -'- STEPPING STONE CROSSING. �-�` `�' �` 1 +�FROM ___,-' __ - _-___/'"____-_ "__ - _ _-_ -_-__;,,,;_''�'___�,t�-�c�6"''�! LINCOLN SURVEYING = -_ ;. = _ - ''%%==-'- -: = -= -L �- -- / ,-�� /y�' -ST> -Tt6 _ ,, '_,-,,--' - LOG J-HOOK STR CH-7 --�'/'''-''�� cA ��O'•111D`l, 4\JANUARY 24, 2018-_- - - - '\\ -- - �_ _ -_ =--= - _ - - ;=; _-- = �� : ''-'=: ' �'� = - _ - _ _ _ - _ - --_--------_ - - = _- - __- �'� _ '----= - = = ____ -__ _-_----- = -_ — -_- _ __ =_ ="_= _ - - _ - = - = _ = ='%� %� %�=_---"�-= i �'---____"=- "�"' LOG J-HOOK STIR CH-6 _ _ -�- ' ��--" �-__-- '- ' - ,-_ N •__� � � - -;,- - --/ -__;. / � c9 � cA �� O � rn,� �- �_------ � 'y � --_______ _=_-_-__-_-_______-_-_______-= // �-_- ---'./��____ ___-- __ �'---' ____ ,43g-_- _ =__=N - - - Sz � O �, 1• �- __ EXISTING AMPHITHEATER�� % = -'_ __ _ N _- - ----- --' .- N =, M .�'�w -----------_ ___ = _ __=_ __ = TO REMAIN UNDISTURBED �_ �_=� ; _' �� ono = ; r•�------ - _ _6, _ _ _� 3 0. c� _ __ ^�1� b Zs9 co 4-1 1n O o '' �� \\ _ O a�' dJ _ =LY�\\ p'p W i/'_�''" Q / _ _ �' �_�'' �' i -- - /' ' _,-,._�'� --,12§ � / � _ T-S / � // - i . � d- d• N O , c;<-;.O .- � cA N � � Tb�\ � �_ ^ � � o -- 432 ° a� ,,, �� \ =-_ p`V _ co ''/ ' 'Cry `I 1 ^j �� \\ / �' / / �' / / _-'� /� J� / �'� / / / �/ / / ' _ M\`\ d N N - t� O v I \ _ SEE PROFILE AND / / , . 5z r' cA o rri \ i i v - rn N r��z \ \ `\ (1) - �i - `, 0 �RA�LING O O ,- ,� _,- __ - _ / �,,_ _ / / - _, ,, r . ;/ W o 00 r° ,� '° �_ STO E ' i ' o 0 N \ W / / / / / / / _ / / ..s .� N co �,� ,� EX. ;,-' DETAILS FOR WOODY / \ — nl �__----- ----, // / - �� r' '' d 2 44 d - 1-n (n / / /' / ,' / / /� — — _ / / / //'Q \ -'' / / / / / - _�' DEBRIS INFORMATION - S '','� �� '� r7 �- `. \' 3 --- ` \ / ''MCV STIR CH-9 /-__ �,,,,\t P ❑ \ CC S PATH \ -. _" '` E�-------- / ''/ / �� / / 3S sp fi� �� 13� OUTS / / ,, ,�' \\\\ — — / Z ,� / / / / �� / / /'� / / / / ,'� / — �/' 19+-,4.00 1 AS -BUILT IN -STREAM 1 4�� ^ \ LD / J �' / / / / �,� / j / / // / ��. / / �� / / / /�� -' / / / O•' ,, 9 Rid \ \ 8 - WOODY DEBRIS (TYP.) v \ - - -- - ty - - - F _ _ 4 \`` �` "`S`� \ - �,.' _ ` \` o ` O t21 - _ \ _ \ o m y / \ L '' 4 Y�. \ / AS STEPPING ,P4A/ZR�L/ /�Q- 136 �S -BUILT =-%� \ \ \ / 4 -_ \\ - - �_- - = V / - - G/ `. Q L1Ud ' / ./. I/ QO rr �. /-�� STONE CROSSING - - __ �___ _ _ _ - _ _ __--------- _- - -� \ \ �S\ �� T \ __ _- -_ _ - _ - a �. S - - - PRBI SJA�I�O,P� / // P/ 1S / \ DECK MATS TO BE USED / �` i �r r , AS -/ - �; __-__- ___ _STOCKPILE- / WHEN ACCESS IS ADJACENT �,� = _ - _ _ _ _ ' _ �� X �\ \\ \ ,__ - --------9�--____ _ ,� di��i� \\ \ \ ►/� \ \ ^ LT • G S t� /��I i �i S //----------------------_ TO SAVED TREES. A !/.:'/'�---------_------------------- -- - _----------_- -_- =--- __-______-- -_ -- �� __ / AS -BUILT IN-STREAM- �' WOODY DEBRIS TYP. wA - - � �� N rn � - 1J�34. � MCP �,'// r / -� �/ '/ ------------- \\ �\ \\ \\\ \�\ � a �� _ \ � N ___ � ;,� � -, ,__ PROPOSED BANKFULL / /%= i-�_" \� \ \ \�\\\ \ O 0 p S S > . �- __ ' _ _ �.� .� r LIMITS - 7-FT WIDTH -// / / ,-- _ �� \ �\ \ \ \\ \ \\` \ __ \ `• O `V _ i--I � � Q Q �,_ � _ coo "` - S •�\9 ��\9 A � _ ___- %--- 'i�� i � /i// .� � � / � "' %�-'� �'' •\\ \ �\ �\ \\� �\�\ �\\�\ \�� \ \ \\ _ -� � �� - _ _-- ;� \ � `\\ \ \ o o Cn COMMUNITY STRUCTURE LOCATIONS WERE FIELD ADJUSTED DURING CONSTRUCTION TO FIT LOCAL SITE CONDITIONS � � � � Q — N = - � = SC �• cs �; d- \ M p� I\ c0 � O� M r� � C° � CP - • J _ = - � � � � � � %' � � / �j i i � i i i / / / \ GRADING, AVOID TREE IMPACTS, IMPROVE BENCH AND ALLOW SMOOTH TRANSITIONS TO SURROUNDING � � o / GRADING, _ _ _ °' = =%%%%/ \ / EXISTING GRADE. ELEVATIONS WERE LARGELY HELD AT OR NEAR THOSE SPECIFIED IN PLAN. � p.., cn _ LOG STIR CH-5 ,--' ____ AS -BUILT 3so_ \ NON N A U- TMENT- CAN ULT IN VARIATION N F M THE DE- I ANGLE, --- ;%%' ADJUSTMENTS - RESULT RI FROM DESIGN PLAN U __-.-___= _ _-_ ___ ___ _-�Q _�%%� ,-'' -ELEVATION - (DEPARTURE _ 4 � /- :ROCK STEP (RS-) =__= -- ---- - _ -- - ---- - - - _ _ _: _ _ - - _ _ - _ - / o� _ _ _ _ _— _ _ _ _ _ _ _ __ ; / /,,, /,, _____09�,, 20 1 0 40 o ARM SLOPE, ETC.) WITHOUT ADVERSELY AFFECTING STRUCTURE FUNCTION/STREAM STABILITY.ct H-4 - - - -_-- -- - _---- '� � % / % __ _ "__ - _; � _ ;_ _ _ _ _ _ _ _ _ TIE OUT TO EXISTING GRADE AT 2:1 __ _ _ _ _ � � __ ___" --ITH � o �' (MAX.),( ) MATTING ON ANY STRUCTURES WERE INDIVIDUALLY EVALUATED TO DETERMINE IF VARIATION SEEN IS LIKELY TO CAUSE •� N SLOPES STEEPER THAN 3:1. STRAW SCALE: 1 "_ --=-' \ 2 PROBLEMS DURING �� POST CONSTRUCTION. DETAILED NOTES ARE PROVIDED ON SHEET 6, AS NEEDED. O ___ - _= MATTING MAY BE USED FOR AREAS _ - �\ \`\ \\�\\\\\ _ ' i / I I i '�_=ABOVE BANKFULL ELEVATION. v�� (4/16/19, NAS) 7 \\\\� Sri / ---- -- , � o SEE GRADINGAND PROFILE LEGEND ON SHEET 5 LONGITUDINAL PROFILE CHAPEL HILLS DESIGN: 1 6+00-22+00 AS -BUILT SURVEY WAS PERFORMED APRIL 2019 � 446 446 W I\ N O O In 0 In r- 00 O Ln In 00 N O � I\ O ID N r) I� r7 N O 00 0 O N O N N 0 N 00 rn ANDE Q J o 0 N MEAN c0 ERAMEANDER� rn N In EANDE O + MEANDER ro rn o EAND ro R� I- O MEAN ER L FT ME NDER In MEA DER + M " rn r7 MEAN ER N ME NDER LEFT O N ME NDER c0 N rn MEANDERS rn (14 MEANDER 444 c+o c+o RIG TT c+o c+o RIGH c+o c+o LEFT r- EFT r, r- RIGH r 0 R GHT 00 RIGHT rn LEFT o+, M RIG T o+ + + + IGHT + + LE + RIGHT 444 0 o a- � o_ 0 a_ � o_ 0 a_ � a_ c� a_ � a_ � a_ � a_ c) � � a_ o_ o_ 0 a_ � c� a_ a_ � 0_ c� � � a_ 0 � a_ 89 HAS W AT POUL TYPE III 442 PROPGRADOSED PROFILE SCALE 442 A c�0 HABIT T POOL AS -BUILT STATIONS: 15+44.94 TO 22+73.60 STATIONS AND ELEVATIONS OF THE AS -BUILT ALIGNMENT ARE RE -PROJECTED H: 1 "„ W/ G SI L AS -BUILT DATE: 4/02/19 I EXISTING WOODEN 4-FT FOOTBRIDGE WIDE TO THE DESIGN ALIGNMENT FOR COMPARISON PURPOSES ONLY. _20' V. 1 — 2 o 9 o ........... ::::..... ;.::;. LOG J-HOCK N z 440 o 0 o - - - 440 a Quo .� da 0 0 s i 0 o ABITA P00 x U v �V - c� - - - - o ti O m ::.:..::.:..:.:..::.:..: 0 AS -BUILT IN -STREAM :::::::: VARIABILITY IN POOL SHAPE IS N 438 : ::::::; :::::::;:'' ::::::?::::.... ::: WOODY DEBRIS TYP. ( ) ::...... ; ::; . ;:::::; ::::::;:;:.....7 NORMAL/EXPECTED DUE TO LOCALIZED 438 Q SCOUR/DEPOSITION DURING STORM EVENTS o 00 In c0 CO CO o LO r> o Ia o o r` M co r` N co ,cc �rcl ry 0 TY E III HA ITAT POOL s�. ADDITIONAL „., NATION. 0 0 0 W LOG ILL 4/16/19 NAS o 0 o ai o of � of ai of co co 00 a oa .......... ....................................................................................... ................................... . M coM M N coM N N N N N N N ............................................................................ ............................. �\ . N (� Li 436 ' ,:: ::::::::::::::::::::::::::':: ":::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: LOG H00 In 00 436 EX. INVERT :..:.:...::..::.... ................::::?:::':'::':::: sq W DITA POOL. r7 N N r7 N N z (PROJECTED ONTO o o p4 P II PROP. CENTERLINE) Q VARIOUS WOODY DEBRIS " ` 0 > > > > > > > > 434 (WD) STRUCTURE TYPES 2.s 12" REINFORCED BED MATERIAL z z z z z z z z 434 w TO BE USED AT LOW (SEE SPECIFICATIONS) � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOW HABITAT POOL LOG J HO K o o ai aD ❑o 0 U IIH I III I I LOCATIONS, AS NOTED. ............................................... 00 °° °' O r N C° 00 0 0 O 0 0 r ............................ o. o 0 0 0 0 1 O N N N N N N N N 432 ::::::::;:.::.::.::::;:..............1[i:: :: .................... :;:::::; :.::.... 432 W ::::::::::::: :.:::.::::;::::::;:::::::;::::::;:::::::;::::::;:::.:.... .............................................. 3. 09 >~ o :. o o u, � o N ::.':...........::.. `;;;:::::;:; 430 430 Q o rn In D o In rn 00 ti (0 o rn v o o N N O rn O 00 N O N O o O a0 N ti - Cl) r` rn c0 M N N rn C� co N rn O o0 •::.:::.:.: •:O O CA 00 r� r� M r� r� r` C6 M CO CO co CO'IT co If) In 6 In Cn M q1n Ch M Mce) Q r CC,), CO ::::' o 0 It Cd .-co Q w LLJ 1 9j F- 428 co CO In a0 O In In r7 corn r7 cfl 00 - rn r) N In N N rn co In a0 0o In r� N r� a0 00 r- r- oo rn In 00 r7 oo c0 N r7 co O cfl - I� N I� rn V) I v 428 O Z Q x ,t r� n n r� r0 r7 r) to r7 r� r� r� r� n r7 r") r7 to to to r7 r� r� r� to - � to r7 r7 J o Horizontal Datum: VCS NAD 83 O � I II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II I Vertical Datum: NAVD 88 > > > > > > > > > > > > > > > > > > > > > > > > > > > v > > > HABITAT POOL AS -BUILT IN -STREAM 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 - w z - z - z - WD TYPE III HA ITAT P C WOODY DEBRIS (TYP.) Boundary and Topo Source: 426 0 0 001101 o 00 o 0 0 0 010101 o 001 0 0 010 O o O o O 010 z 0011 o a, 426 WSSI, Lincoln, and County Digital Data 00 1 cD corn C6 � r- In n 00 (D I17 0) r7 rn o * 06 r7 Ki cD 4 o � 00 co � Iri 0o co HAB I AT POOL Design Draft Approved N + + rn + rn + + O + r° + to + + r- + + 00 + N + N + r° + r° + In + In + In + 0 + O + o + + N + to + r° + � + � + z + + N + F o+ W D TYPE I N NAS NAS FRG 424 Q Q QQ Q QQ Q QQ Q Q Q Q Q QQ Q Q �Q Q Q Q Q Q aw QQ Q 424 cn Cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn -- — — Sheet # 4 of 23 16+00 16+50 1 7+00 1 7+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 4 OF 10 DISTANCE ALONG BASELINE (FT) Computer File Name: LASurvey\3000000000\30057.01 C0NST\.4s-Built\ShedSe[ OVERALL SITE EXHIBrEdwg DEPARTURE ANGLE SEE SHEET 6 ------ -- ---------- i / Ql In r ----_-- --------- -- LOG J-HOOK STR CH-8 O M Sp — — — - - — P 4r - - �'� PROPOSED - BANKFULL LIMITS - --- `J�'V, 4 7-FT WIDTH . — �Itx �1 �`L� ^ rn co t7 TIE OUT TO _ -- N EXISTING GRADE -- LUUJ LU �- - o� � _ LU 3,�203 '�__---- MCV STIR U) OF WSSI W 1 ----------- — — Qi RUN _TOP6, _ Z — O — TREE SURV y r Cn LT \ \— S BRANCHLANDS COMMUNITY _20 10 0 20 40 60 SCALE: -- " 209 AVOID TREE IMPACTS, IMPROVE BENCH GRADING, AND ALLOW SMOOTH TRANSITIONS TO SURROUNDING EXISTING GRADE. ELEVATIONS WERE LARGELY HELD AT OR NEAR THOSE SPECIFIED IN PLAN. NON -ELEVATION ADJUSTMENTS CAN RESULT IN VARIATION FROM THE DESIGN PLAN (DEPARTURE ANGLE, ARM SLOPE, ETC.) WITHOUT ADVERSELY AFFECTING STRUCTURE FUNCTION/STREAM STABILITY. STRUCTURES WERE INDIVIDUALLY EVALUATED TO DETERMINE IF VARIATION SEEN IS LIKELY TO CAUSE PROBLEMS DURING POST CONSTRUCTION. DETAILED NOTES ARE PROVIDED ON SHEET 6, AS NEEDED. (4/16/19, NAS) STATIONS AND ELEVATIONS OF THE AS -BUILT ALIGNMENT ARE RE -PROJECTED TO THE DESIGN ALIGNMENT FOR COMPARISON PURPOSES ONLY. LONGITUDINAL PROFILE CHAPEL HILLS DESIGN:22+00-22+80 436 436 O LLj LL.I II • I�1 • wur- i -M . GRADE 7I�aC1/,� 9 AP 22+00 22+50 22+80 DISTANCE ALONG BASELINE (FT) VARIABILITY IN POOL SHAPE IS NORMAL/EXPECTED DUE TO LOCALIZED SCOUR/DEPOSITION DURING STORM EVENTS (4/16/19, NAS) M r M D O Z e -. PROFILE LEGEND tXIS I INU 5 I KtHIVI INVERT PROJECTED TO PROPOSED CENTERLINE PROPOSED STREAM INVERT ALONG PROPOSED CENTERLINE AS -BUILT STREAM INVERT ALONG PROPOSED CENTERLINE STRUCTURE ROCKS REINFORCED BED :::::::::::::::::::::::::::.... EARTH FILL MR PC & PT LOCATIONS WITH LINE OR CURVE DESIGNATION o o � REFERENCED FROM STAKEOUT DATA v QL_ QL_ AS -BUILT SPOT SHOT AS -BUILT IN -STREAM LOG SILL/HABITAT LOG GRADING PLAN LEGEND - - PARCEL BOUNDARY MODIFIED CROSS VANE ?Masao —— EXISTING EASEMENT EXISTING INFRASTRUCTURE AS -BUILT MODIFIED — — — — EXISTING CONTOURS CROSS VANE —111-111— INTERMITTENT STREAM LOG J-HOOK LTS LIMITS OF TREE SURVEY — saN - r- SANITARY SEWER AS -BUILT LOG J-HOOK 0 SURVEYED TREE (>- 12" D.B.H.) LOD-TP LIMITS OF DISTURBANCE/TREE PROTECTION ROCK STEP — — P0n0n0c:n cTREAM CFn1TE:01 iniE: AS -BUILT STREAM INVERT ALONG WOODY DEBRIS (TYPE 1/11) PROPOSED STREAM CENTERLINE — — — — — PROPOSED BANKFULL WIDTr, AS -BUILT WOODY DEBRIS (TYPE 1/11) BOULDER POOL WOODY DEBRIS (TYPE III) IN -STREAM ROCK SILL/STEPPING STONES AS -BUILT WOODY DEBRIS (TYPE III) AS -BUILT IN -STREAM ROCK SILL/STEPPING STONES IN -STREAM HABITAT LOG SILL 428.91 AS -BUILT SPOT SHOT AS -BUILT IN -STREAM AS -BUILT CROSS-SECTION HABITAT LOG SILL WITH PERMANENT MONUMENT AS -BUILT SURVEY WAS PERFORMED APRIL 2019 SEE GRADING AND PROFILE LEGEND THIS SHEET AS -BUILT Q DENOTES AS -BUILT � _ J r, U O O ti N f` l 4 U • � bjo o � � O To 0 175 M c 7� 7 Y ct to a O � � y c N c O 7 U ct `.J N �i c� O U w 0 U N rn N � o w z o I Iorizontal Datum: VCS NAD 83 Vertical Datum: NAVD 88 Boundary and Topo Source: WSSI, Lincoln, and County Digital Data Design Draft Approved NAS NAS FRG Sheet # 5of23 5 OF 1 Computer File Name: L:\Survey\3000000000\30057.01 CONST\.As-Built\SheelSel OVERALL SITE EXHIBITAwg LOG J-HOOK NOT TO SCALE •'N m N XS o \ XS C VANE HEADERLOG VANE LENGTH VANE HEADER FL�� LOG A SLOPE OF VANE ANCHOR ROCK (TOP FOOTERLOG FLUSH WITH CHANNEL GRADE AT THIS POINT) SECTION XS NOT TO SCALE C� FOOTER ROCK - PROJECTED BASELINE INVERT OF STREAMBED AS -BUILT STRUCTURE DATA Vane Arm Departure ID Number Station Type Engineer Notes: (4/16/19, NAS) Length (ft) Slope (0/6)Design Angle (0) (DID) Modified CH-1 10+33.26 Cross Vane 8.20 30.84° 5.3% Variation seen does not warrant any corrections Left Meander Modified CH-2 10+66.06 Cross Vane 8.69 14.910 6.1 % Variation seen does not warrant any corrections Left Meander Modified Cross Vane Arm slope appears over steepened, due to jump in elevation of last rock. Structure should function as CH-3 14+78.34 Right 6.76 28.43° g 3% designed. No corrective action required. Meander Modified CH-4 15+80.05 Cross Vane 9.02 26.480 5.5% Variation seen does not warrant any corrections Left Meander Departure angle much higher than design and may create erosional issues on outer bank below structure. Log J-Hook Surrounding grading also pushes flow toward the outside of the bend due to a large tulip poplar that was CH-5 17+34.07 Left Meander 8.00 47.63° 2.9% saved on left bank. This area will be watched closely during the one year warranty period. Should any erosion issues occur contractor may be required to reset structure. If a rebuild occurs project team may elect to shift structure downstream slightly to better fit the meander geometry. Log J-Hook Departure angle much greater than design. Due to the slight meander geometry in this area and CH-6 19+03.57 Right 10.43 39.040 4.0% decreasing channel slope engineer feels that this structure will function as constructed. No corrective Meander action required. Log J-Hook CH-7 20+14.08 Right 8.73 18.990 3.0% Variation seen does not warrant any corrections Meander Log J-Hook Departure angle less than plan specified due to small saved trees on left bank just downstream. Arm angle CH-8 22+20.28 Right 7.20 14.620 ° 5.4 /0 adjustment is appropriate for local grades. No corrective action required. Meander Modified Structure adjusted to tie out to existing grade at downstream end of project area. No corrective action CH-9 22+56.64 Cross Vane 7.95 18.370 ° 5.7 /0 required. Left Meander ANCHOR ROCK MCV STR CH-1 - LEFT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3914203.75 11490817.19 455.56 As -Built 2 3914204.98 11490819.52 455.30 As -Built 3 3914205.80 11490819.57 455.27 As -Built 4 3914206.61 11490819.77 455.27 As -Built 5 3914208.63 11490811.82 455.70 LOG J-HOOK STR CH-5 - LEFT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3913978.63 11490193.07 439.49 As -Built 2 3913979.94 11490191.83 439.37 As -Built 3 3913980.18 11490190.95 438.96 As -Built 4 3913980.96 11490190.04 438.87 As -Built 5 3913981.99 11490189.27 438.88 As -Built 6 3913980.19 11490181.46 439.11 AS -BUILT SURVEY WAS PERFORMED APRIL 2019 TYPICAL LOG J-HOOK 1 2 3456 POINT LOCATIONS FOR ADJACENT TABLES NOTE: 1. ALL ROCK STRUCTURE POINTS ARE ENGRAVED. 2. ALL LOG POINTS HAVE NAILS SET. MCV STR CH-2 - LEFT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3914189.98 11490789.75 454.66 As -Built 2 3914193.80 11490790.13 454.29 As -Built 3 3914194.79 11490789.26 454.20 As -Built 4 3914196.07 11490788.80 454.14 As -Built 5 3914192.72 11490780.78 454.67 LOG J-HOOK STR CH-6 - RIGHT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3913830.07 11490103.32 435.28 As -Built 2 3913838.84 11490108.98 434.86 As -Built 3 3913838.75 11490107.61 434.73 As -Built 4 3913839.59 11490106.46 434.80 As -Built 5 3913840.15 11490105.95 434.84 As -Built 6 3913841.58 11490104.69 435.09 TYPICAL ROCK STRUCTURE 1 5 2 3 4 POINT LOCATIONS FOR ADJACENT TABLES NOTE: 1. ALL ROCK STRUCTURE POINTS ARE ENGRAVED. MCV STR CH-3 - RIGHT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3914030.09 11490408.97 448.59 As -Built 2 3914032.22 11490415.38 447.96 As -Built 3 3914033.72 11490416.05 447.91 As -Built 4 3914035.26 11490416.88 447.86 As -Built 5 3914038.85 11490414.22 448.09 LOG J-HOOK STR CH-7 - RIGHT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3913771.89 11490009.64 432.39 As -Built 2 3913776.34 11490017.15 432.13 As -Built 3 3913777.64 11490017.44 431.96 As -Built 4 3913779.13 11490015.91 432.02 As -Built 5 3913780.06 11490015.62 432.16 As -Built 6 3913781.50 11490014.93 432.18 MODIFIED CROSS VANE NOT TO SCALE I MAX POOL I ' DEPTH FOOTER I - ROCKS I ��I I 11. ' RADIAL LINE XS XS VANE HEADER ROCKS 6 cn � �i w U ;--4 . a� ° C7o ' o � o � Lin (DEPARTURE ANGLE) ct ct 4-4 ct (LENGTH OF VANE) BANKFULL ELEVATION 4 (INCLINE SLOPE OF VANE) VANE HEADER RC VANE HEADER FOOTER ROCK MCV STR CH-4 - LEFT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3914053.52 11490317.47 443.47 As -Built 2 3914056.33 11490319.83 443.41 As -Built 3 3914057.36 11490319.69 443.29 As -Built 4 3914058.75 11490319.57 443.42 As -Built 5 3914059.24 11490310.56 443.91 LOG J-HOOK STR CH-8 - RIGHT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3913667.79 11489848.54 428.47 As -Built 2 3913667.55 11489855.73 428.08 As -Built 3 3913668.99 11489854.05 428.04 As -Built 4 3913670.12 11489854.14 428.09 As -Built 5 3913671.24 11489854.06 428.14 As -Built 6 3913673.92 11489853.91 428.28 SECTION XS NOT TO SCALE MCV STR CH-9 - LEFT MEANDER YEAR POINT# NORTHING EASTING ELEV As -Built 1 3913673.44 11489816.95 427.24 As -Built 2 3913676.66 11489819.00 427.22 As -Built 3 3913677.82 11489819.00 427.13 As -Built 4 3913678.71 11489818.57 427.43 As -Built 5 3913678.04 11489810.65 427.88 LJ ti�'G1N�A -� o co x 0 n N � \ 'ate C d6o °h'�ro o .� La 0 U J � N Q W o H d z Q Horizontal Datum: VCS NAD 83 Vertical Datum: NAVD 88 Boundary and Topo Source: WSSI, Lincoln, And County Digital Dat Design Draft Approved EJC EJC CJL Sheet # of 6 OF 10 Computer File Name: LASurvey\3000000000\30057.01 CONST\.4s-Built\ShedSel AS -BUILT CONSTRUCTION DETAILS (01).dwg ROCK STEP NOT TO SCALE PLAN VIEW NOT TO SCALE 10 J I u_ SECTION NOT TO SCALE ROCK STEP (RS-1) - CL WEIR POINT YEAR STATION NORTHING EASTING ELEV As -Built 10+21.5 3914213.59 11490835.78 455.68 ROCK STEP (RS-2) - CL WEIR POINT YEAR STATION NORTHING EASTING ELEV As -Built 14+50.9 3914048.64 11490438.77 448.42 ROCK STEP (RS-3) - CL WEIR POINT YEAR STATION NORTHING EASTING ELEV As -Built 16+37.9 3914036.78 11490267.58 443.27 NOTE: 1. ALL ROCK STRUCTURE POINTS ARE ENGRAVED. A - BANKF ULL WIpTH XS3 BOULDER POOL NOT TO SCALE A - BANKFULL WIDTH 1 BANKFULL ELEVATION I C - MAX WEIR I MI DEPTH — o I D -WEIR WIDTH — o SECTION XS1 — o NOT TO SCALE _ FILLS —_ MATERIAL IN -SITU SOIL -- HEADER ROCKS I=III ADDITIONAL _ FOOTER ROCKS NECESSARY AT WEIR LOCATION PROPOSED BANKFULL FLOW , INVERT � POOL LENGTH FILTER FABRIC ---- \ BOULDER POOL - CL WEIR STR POINTS YEAR STATION NORTHING EASTING ELEV As -Built 15+08.5 3914039.30 11490386.87 446.80 As -Built 15+29.9 3914040.12 11490365.52 445.75 As -Built 15+44.9 3914045.98 11490351.78 444.72 NOTE: 1. ALL ROCK STRUCTURE POINTS ARE ENGRAVED. BOTTOM OF FOOTER ROCKS 18" (MIN) BELOW POOL INVERT WEIR ROCKS SECTION XS3 NOT TO SCALE STEP HEIGHT �E ILI -I �_" REINFORCED BED MATERIAL AS -BUILT SURVEY WAS PERFORMED APRIL 2019 TOPSOIL (6" MIN.) 1211 r� n° � ou O o 0 0 Lr) O ct O > 4--, ct MM� V1 rl � ct lci U Al �g01N1A - ,o co N z\ 'ate 'to a ti J °moo m Ch Q ca w� z O v r� W 0 a1\ v O N J � cC Q W O Q z Q Horizontal Datum: VCS NAD 83 Vertical Datum: NAVD 88 Boundary and Topo Source: WSSI, Lincoln, And County Digital Dat Design Draft Approved EJC EJC CJL Sheet # __ of __ 7 OF 10 Computer File Name: LASurvey\3000000000\30057.01 CONST\.4s-Built\ShedSel AS -BUILT CONSTRUCTION DETAILS (01).dwg J� r. : goo � 04 uo Pool X—Section (Sta 10+69.65) V N u C Q) 462 PHOTO TAKEN LOOKING DOWNSTREAM ,--{ g o a 460 — v REBAR & CAP N.3914203.3227' REBAR & CAP E. 11490782.3014' I 458 N. 3914179.0757' EL 456.67' E. 11490791.5782' E1. 455.70' f — r / 0 456 Q BANKFULL WIDTH 9.6' 454 MAX DEPTH AS -BUILT MCV STRUCTURE ROCK MAXIMUM DEPT 452 H — C� AS -BUILT 1 .3 ' I BANKFULL AREA N AS I LT 7 8 SF 450 >, o+oo o+ 10 0+20 0+25.96 Pool X-Sec (STA 10+69.65) � ° 9 DISTANCE ALONG CROSS-SECTION (FT) 7 a� o 'c O CROSS SECTION j SCALE: H: 1 = 4' ¢, Q V: 1"= 2' CC3 0 r� U V �A I A �tig �0 c �w 0 o �coco 7 o c� Riffle X—Section (Sta 20+47.39) a Q o 440 PHOTO TAKEN LOOKING DOWNSTREAM 000 . I m 438 I ¢ r 436 z REBAR & CAP y L: REBAR & CAP N. 3913786.3806 sk W .� N. 3913755.5483 V� z E. 11489980.9733 E. 11489988.4964 EL 433.20' 434 EL. 432.78' �`� Ill BANKFULL WIDTH - '* W 6.3' 432 sk JI` •Q•� MAX DEPTHSIT ct r p� - 430 MAXIMUM DEPTH , AS -BUILT 0.6 BANKFULL AREA`S r t � AS -BUILT 1.9 SF s- �. i� r Horizontal Datum: VCS NAD 83 428 - + + +20 0+31.74 Riffle X-Sec (STA 20+47.39) Vertical Datum: NAVD 88 DISTANCE ALONG CROSS-SECTION (FT) Boundary and Topo Source: WSSI, Lincoln, and County Digital Dat Design Draft Approved CROSS SECTION EJC EJC CJL SCALE: H: V. 1"= 2' Sheet # __ of AS -BUILT SURVEY WAS PERFORMED APRIL 2019 8 OF 10 Computer File Name: USimey\3000000000\30057.01 CONST\As-Bui1t\Shedsd AS -BUILT CROSS SECTIONS 101}dwe �� r. 04 a _ t t., r: - F t • " G1 l r x r x I f if tv �, r w l' t' i 1 + I .t Ln a� s M a a'' r•� i a _ I t. ff, O a.. i- F •t O f } U i 1 1. I l� l' 1 f•_ t• , w v r` r e cs t - �• 1 N e 1 5 1 9' •r Y: .� �.( n_a� DC " w ,r ,►' N'. 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A .-"..''a �+y t.. crt3.:s : � �-�• �� :, �. -0'r sLy1e�>t�� - ��. ar.� �• ,�r'` � '�,Z -a .•x.. . �' J'1'¢ � `' ,. f _ \ R s,,» � . 7Q, } _'.s q"r _� �t Jrrf•:`i- �teV;x: r`l; � �, •r. �y • r • `-•7M :i iati',� 7 ,�:a �� a,) ��+'f•��i $afh�r. .;•, r ♦" . • ?� '-�'r. - - - �l: .,• `{ ti ,'+ " � tr �s�r��•f��!Ri`T}�fryrgi' � � \'`. - -ca '/>r i 9 ''tw' -i�• s f, ♦ r - .mst .,_ ` 'i►i. A`° 1r��RRijs re, o�Vli lq L• w>�.�.! j U c MCV Structure CH-1 MCV Structure CH-2 MCV Structure CH-3 0 O t ¢ f .f _4 , (V , L , r� _ t e.' a t ' � r _ • N i } y, i ..�a a' - ,■> a • r S _ 9. 's t wy y#:t { i y'{ NSA K 1 > l .^�' :!- ,.. '._. :. .a will• •.-.-.: a;. :. ,� .._._� t9'*l,y ' - �°�^•' �' i�' ��•. Alt , � r� _ . , �. ,%�`: [ a _=`.'�-'t"' � _ '� • , - fit, ta,k\ a.. � � _,',.:.,..: - ".at-:, _ +�.:- � - , , w r �,.•��-, r t +r- ..a. ,� �+• �^s.. N�t � C, -,,, -._-' J - .y `• fir. f' . H LN MCV Structure CH-4 Log J-Hook Structure CH-5 Log J-Hook Structure CH-6 ° -3 Q as d� ,. I' > l w l . C W 4 ` � 1 7 + $C b my 9 r 1 : .F a � 1 1 td - r - b_a _ .f- nyw • rr^^ , Vl H� .. � . - r ,,.c • �.. . ' ;_-mac. �*;y. . ,,-: _, - - . . ' a>:G,9 7taM � ,. .y •r>'� - .,.- • a:•,xy�. �,: -'9 _ .: � __ .,f.�'d zk"" - -- `£ Jl� ." _ -.-. ,'.�. .i - lam` -- -_ �A� `_-`y. _ , k1 o a Ar It : i , s f F c .t fa ' F *F _ ee _ y 2h IR •' '' __.. '.... ., : _s,. ,.. - - - ,.. ' -.a .'. a r.. e... .- a..iti� 1r. ..�. - ,..'a+, �i w r"eT la - �. Lam..,•, qF Q �[I i - - = 3•r>• y. - •ar•' "•�n�•r�4 ,3 'tea+' ` � t [!.. y [ Iorizo al Datum: N/A •. _ :.;5 __- -::: � '+•+ .._': '. s `�. .a- ,n.. _ °:►y 1�+y�''�:", ":}'- - ^+i . 'G 3 ')'a. by „"�. Vertical Datum: N/A . - � �_ - ,: : ;�, - w'�-+ •.a. 1 '`�"s.l f'+:±iry+�'aa %+; > � Y; y '.Yti -. � ,:�i - }� _ Boundary and To o Source: �..r �' 1.s"3= i _,: tip+{�.�.� �„ rtr. ._ • °•. �•Y/ i�.1�q m� ,� r .yjt. Log J-Hook Structure CH-7 Log J-Hook Structure CH-8 MCV Structure CH-9 Design Draft Approved EJC EJC CJL Sheet # AS -BUILT SURVEY WAS PERFORMED APRIL 2019 __ of 9 OF 10 AS -BUILT PHOTOS ON THIS SHEET WERE TAKEN APRIL 2019 Computer File Name: L:\Sim ey00000s\30000\30057.01 CONST\.-,s-Built\Shee1Set AS -BUILT PHOTOS,9wg BOULDER POOL (STA 15+08.5) r e p O U 0 S� ° v w Qy0' rl O11 Zo O � � O uM'1 • � •1 , '" '£. m _,.`'- ^ + "�`.? -i.; • , a''� w. t '�. gi Oil" y arse` .:z �scrr`+.•r,`ti.d... w I., � a�i� ,t � � �t Y' ► ,. I 1 S,lj P I a �, � :'��° i' ' P 1 .� ... , ' - . :. ' ♦` : , ^ '.: � .. 9.i. - _ + 1 R� >.• - __ _ - "' �• ..'-. �m ..7�, dw F. e - v� G.K. :'}• .�.c aFb i. � � r� kw ' •. ,'y@*�} .r: (may 1 _.. _ _ .. ._ At lam l� •Y } 4. , i .� ., ._ .. '. � ,{P}i. ,- -:_r v. ra-.,a>�-" .•AG - �,i .. _ _�- . w ... � i " �, :T'se'� r r. _ JJ y , y J r rr-- _ f _3* _ 1�- ,w �'F . � � '�`.�!'yx'i '�. ` - ,,,,• may.•,. - 1. 4 �: - i i a r y .. 't -+..•,�. - --' � - � Y 3e ti.. fin.. ;r -''i '� ''�.. _ _ -- ' '- �%�� a , :.:_. ;: "" ..--• _ -: ... ��-•.'.. -:. - 1; _ . '!"�'� J�rr.1K�ti �^r;.:'... 1 _ v{: 'x�;�•,.v`'r`i.�.5:.. _ .-.. 'a'fw v-a.... _ ,.>+✓•�xy +i`" �' - "#. :t' A ` `r BOULDER POOL (STA 15+29.9) r BOULDER POOL (STA 15+44.9) R Q z w U CA 0 v O N � N � cd Q W F-' O Q z Q [ Iorizontal Datum: N/A Vertical Datum: N/A Boundary and Topo Source: N/A Design Draft Approved EJC EJC CJL Sheet # AS -BUILT SURVEY WAS PERFORMED APRIL 2019 AS -BUILT PHOTOS ON THIS SHEET WERE TAKEN APRIL 2019 0 OF 10 Computer File Name: L:\Sim ey00000s\30000\30057.01 CONST\.4s-Built\SbmSet AS -BUILT PHOTOSdwe,