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Preliminary Engineering
.ROCKWELL GREENS SUBDIVISION PRELIMINARY ENGINEERING PLAN MERIDIAN, IDAHO - 2023 LOCATED IN A PORTION OF THE NORTHEAST QUARTER OF THE Cj SOUTHEAST QUARTER OF SECTION 29, MIJ T.4 N.,R.1 W.,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO n con Z OLU 00 T O F— _ C/) N_ C.� ~ c o M co M � > a m � 00 c Y R c � W Q M > O WU z � o M = ZCD STANDARD ABBREVIATIONS PROJECT SITE - SHEET INDEX � ABS Abandotrile Butatliene Styrene ESMT Easement PL Property line R 0 C KW E L L GREENS 1 OF 10 PEA 00 PRELIMINARY ENGINEERING-TITLE SHEET � 2 ABAN Abandon EXI End of Vertical Curve POC Point on Curve 2 OF 10 PE.200 PRELIMINARY ENGINEERING-STREET PLAN ABAND Asphalt Co EXIST Existing PRC Point of Reverse Curvature I S I I B D I\/I S I O N AC Asphalt Concrete FG Finished Grade PP Power Pole ' SUBDIVISION D V J 3 OF 10 PE.201 PRELIMINARY ENGINEERING-STREET PLAN ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch 9 4 OF 10 PE.202 PRELIMINARY ENGINEERING-STREET PROFILES AH Ahead FL Flow Line PT Point of Tangency Q 5 OF 10 PE.203 PRELIMINARY ENGINEERING-STREET PROFILES ALT Alternate FTG Footing PVC Polyvinyl Chloride 6 OF 10 PE.204 PRELIMINARY ENGINEERING STREET SECTIONS BC Beginning of Curve FS Finished Surface PVMT Pavement BCR Beginning of Curb Return GALV Galvanized R Radius 7 OF 10 PE.300 PRELIMINARY ENGINEERING-SEWER PLAN BK Back GB Grade Break RB Ribbon Curb ~ 8 OF 10 PE.301 PRELIMINARY ENGINEERING-SEWER PLAN BM Bench mark GIRR Gravity Irrigation RC Roll Curb a 9 OF 10 PE.302 PRELIMINARY ENGINEERING-SEWER PROFILES BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way I C) 10 OF 10 PE.303 PRELIMINARY ENGINEERING-SEWER PROFILES BW Back of Walk GM Gas Meter RL Roof Line S CB Catch Basin GR Grade RR Railroad M CIF Curb Face HOPE High Density Polyethylene Rt Right 4 w cf Cubic Foot HORIZ Horizontal S Slope CL Centerline HP High Point SB Seepage Bed I Q CO Clean-Out(Sewer) INCL Including SO Storm Drain CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe CONSTRUCTION CONTACT INFORMATION NAL CONN Connection IP Iron Pipe Dimension Ratio3CONST Construct,Construction IRR Irrigation SEC Section ,No COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) IN DEVELOPER ENGINEER SURVEYOR GXSTE� Gf CTV Cable Television Works Construction SG Sand and Grease Trap CY Cubic Yard L Length SP Signal Pole DEVCO, LLC CIVIL INNOVATIONS, PLLC SAWTOOTH LAND SURVEYING, INC. ',�/ DBL Double LB Pound SPRK Sprinkler CONTACT:LAREN BAILEY CONTACT:BEN THOMAS,PE CONTACT:GUS PORTER �I ���Yfa DI Drop Inlet LF Linear Foot SS Sanitary Sewer 4824 W.FAIRVIEW AVE. 1043 E.PARK BLVD.,STE.100 2030 S.WASHINGTON AVE. ll�°V DIA Diameter LP Low Point STA Station O BOISE,ID 83712 De? a?3 DIP Ductile Iron Pipe LT Left STD Standard BOISE,ID 83706 EMMETT,ID 83617 ✓� PHONE:(208)884-8181 YT DW Driveway MAINT Maintenance SW Sidewalk PHONE: (208)336-5355 PHONE: (208)398-8104 OF DWG Drawing MH Manhole SY Square Yard EMAIL:LAREN@CONGERGROUP.COM EMAIL:BEN@CIVIL INNOVATIONS.COM EMAIL:GUS@SAWTOOTHLS.COM �� O E Easting MW Monitoring Well TAN Tangent IN P EA Each N Northing TC Top of Curb EC End of Curve NO. Number TEL Telephone ECR End of Curb Return OHP Overhead Power TOPO Topography EG Edge of Gutter PC Point of Curvature TRANS Transition LL LU ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical O ~ EM Electric Meter PCC Point of Compound Curvature VB Valve Box W w ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve = o z EP Edge of Pavement PE Polyethylene VERT Vertical z CL.°C o� m PIRR Pressurized Irrigation WM Water Meter 4BENCH MARK AND DATUM DATA z Q o W. MCMILLAN RD. ^ DATUM DATA x o z VERTICAL: NAVD 88 LU cc O U U p 0 CD Z 1 CD CD O Z � OC CD(�_ Owl > Cc: LU I� NONRTH z CC 0 CD Cn Ui =) w � WH- STREET LEGEND WATER LEGEND VICINITY MAP PRELIMINARY SITE DATA z � BOUNDARY LINE �W PROPOSED WATER LINE AND VALVE SCALE: 1" - 500' cc cc cc z J Lu < c:) RIGHT-OF-WAY LINE —W EXISTING WATER LINE AND VALVE 750 500 250 0 500 1000 TOTAL ACRES 25.14 AC ZONING _ w Cnn = CENTERLINE DOUBLE WATER METER SERVICE LINE PUBLIC RIGHT-OF-WAY 6.48 AC EXISTING: RUT PROPOSED: R-15 = z PROPERTY LOT LINE PROPOSED SINGLE WATER METER SERVICE LINE HORIZONTAL SCALE IN FEET SINGLE-FAMILY RESIDENTIAL AREA 14.63 AC MINIMUM LOT SIZE PROPERTY LOT LINE(ZERO SETBACK) EXISTING DOUBLE WATER METER SERVICE LINE OPEN SPACE/COMMON LOT AREA 4.03 AC SINGLE FAMILY 2,338 SF PHASE BOUNDARY EXISTING SINGLE WATER METER SERVICE LINE AVERAGE LOT SIZE EP EDGE OF PAVEMENT PROPOSED FIRE HYDRANT TOTAL LOTS 223 SINGLE FAMILY 3,109 SF 0+00.00 CENTERLINE STATIONING EXISTING FIRE HYDRANT SINGLE-FAMILY RESIDENTIAL LOTS 205 Z PROPOSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK OPEN SPACE/COMMON LOTS 18 RESIDENTIAL DENSITY(Du/Ac) 8.15 PROPOSED ROLLED CURB ® EXISTING CONCRETE THRUST BLOCK PROPOSED VERTICAL TO ROLLED CURB y TRANSITION SECTION QUALIFIED SPACE 3.99 AC -------------- EXISTING VERTICAL CURB PRELIMINARY PLAT NOTES: SEWER LEGEND 61. OPEN SPACE/PATHWAYS 3.10 AC-------------- EXISTING ROLLED CURB BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY 1/2 HIGHWAY BUFFER 0.32 AC 2645 PROPOSED 5'CONTOUR SC SERVICE CONNECTION PARKWAY STRIPS 0.57 AC W CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. W 2644 PROPOSEDI'CONTOUR SL SERVICE LENGTH —2645- — EXISTING 5'CONTOURSiSI SERVICE INVERT ELEVATION 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL ELIGIBLE OPEN SPACE PERCENTAGE 15.87% = W — 10 GROUNDWATER ELEVATION. ---2644--- EXISTING V CONTOUR 10 SS PROPOSED SEWER LINE AND STATION y O DRAINAGE SWALE SS PROPOSED SANITARY SEWER LINE AND MANHOLE 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF C4 Q z � PROPOSED STREET SIGN ��SS PROPOSED SANITARY SEWER LINE AND SERVICE MERIDIAN AT THE TIME OF THE RE SUBDIVISION. LU EXISTING STREET SIGN PS PROPOSED PRESSURE SEWER LINE 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC W Q z PROPOSED STREET LIGHT ---O-—SS EXISTING SEWER LINE AND MANHOLE UTILITIES,IRRIGATION,AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. W CD z EXISTING STREET LIGHT SS— EXISTING SEWER LINE AND SERVICE 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE w W o } DIRECTION OF SURFACE FLOW OF THE INTERIOR SIDE LOT LINES,AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC ca UTILITIES,IRRIGATION,AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO z_ PROPOSED TYPE III BARRICADE THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS. ALL OTHER EASEMENTS PROPOSED TYPE II BARRICADE GRAVITY IRRIGATION LEGEND ARE AS SHOWN. J W EXISTING BARRICADE $—GIRR— PROPOSED GRAVITY IRRIGATION LINE AND BOX -- —GIRR—— EXISTING GRAVITY IRRIGATION LINE 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL Uj BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. PROPOSED PEDESTRIAN RAMP DETACHED WITH DETACHED SIDEWALK 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER ATTACHED UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. DETACHED O DETACHED PROPOSED PEDESTRIAN RAMP PRESSURE IRRIGATION LEGEND 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL WITH ATTACHED SIDEWALK PIRR— PROPOSED PRESSURE IRRIGATION LINE AND VALVE OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE _ --&— PIRR-- EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS i PROPOSED CONCRETE VALLEY GUTTER *)----PIRR PROPOSED CONCRETE THRUST BLOCK OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." - -�- PIRR-- EXISTING PRESSURE IRRIGATION LINE AND VALVE 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. PROJECT NO. 22-0804-ANV STORM DRAIN LEGEND 10. LOT 1,BLOCK 1;LOTS 1, 18,31,56 AND 57,BLOCK 2;LOTS 1, 18 AND 38,BLOCK 3;LOT 1, BLOCK 4; LOTS 1 AND 15,BLOCK 5;LOTS 1 DWG FILE PEA 00 AND 11,BLOCK 6;LOTS 1 AND 13, BLOCK 7; LOTS 1 AND 17,BLOCK 8;ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE O O PROPOSED SAND AND GREASE TRAP ROCKWELL GREENS SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS DESIGNED BY BT AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAWN BY JTA O O EXISTING SAND AND GREASE TRAP DRAINAGE. ® PROPOSED DROP INLET CHECKED BY BT ru EXISTING DROP INLET 11. DIRECT LOT ACCESS TO ERSATZ PLACE IS PROHIBITED. ISSUE DATE 08/02/23 SO PROPOSED STORM DRAIN LINE AND MANHOLE HORIZ.SCALE AS SHOWN —SD—— EXISTING STORM DRAIN LINE AND MANHOLE VERT.SCALE AS SHOWN TOB PROPOSED TOP OF BANK TOE PROPOSED TOE OF BANK PEA 00 SHEET 1 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.100(TITLE SHEET).dwg I r----l I II II II II II II ww aw II II � II rF I I CIVIL INNOVATIONS NORTH 1570011 50 25 0 50 100 HORIZONTAL SCALE IN FEET CO) CD II II Z o00 w T ww w \ N N C o LL- w ti � o 2525- _ -- -- I I > m 00 w / S TOB TOB __ =- G EG -EG ECG w TOB _ _ _ m O 2524 EG- - - - - E EG N _ TOB TOB TOB _ _____ - L _ TOB- TOB _TOB TO TOB G EG EG- Q O ---------- - ----- - - -- - - - - - - - - - - - - - - - - - ----------- - _ _ _ _---------- ----------- --- ----------- ---------- BLOCK 1 / _ - � -� � EG EG EG EG EG � N .0 _ _ _ I � - - - � -2526 -� J - - - - - - I ¢ o'I /� O m z 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I = - - - \ / '� \ / w = 3 156+00 / rlI I � - / 1\ \ I I I co d d u_ LL co CID CID u_ Cn Cn co rn Cn Cn Cn Cn L.L L.L L.L I / I / / \mC I J � \ �S _ �- �\ EG I O M M Cl) Cl) co co CIO M M M M CIOM M M CID M M M M I I I M M M M M M M M - N N N N N N N N N N N N N N N N I N s BCR=30' TYP. I I I / I ` INII II II � Ih� I � � �� � � \ c ;� 1 o 2524- - - I ,'' �y - _ o / \ II 1 I // //fir/ \ I \I111II1a11 1 11 I 9 O o y o W.SNOW CURRANT ST. 1-o o �' o o iD+O� -NI _ - -+icc; - - - +iD+oU r y T 'i r M O r E- l[! --- - --I--- �_ _ T + I /�G // II Ill IIII III v \ 52 m I I � � I 1 �I I Iw--'-- ' • I ,''`\ I I\ l f- I � \ ! w I I /^ � � � / \ \ I 155+00 w / BCR=20',NP. \ % 1 920 SF m / � � . . - . . - . . �cR=2o',TYP. \ I 1 I I w I I BLDG I I \ I /�G II IIII 1 III I 2 4,047 SF _ 2� / \\ i 2 2,619 SF \ \ I I I I / 25 28 3,281 SF 2 3,281 SF \ / I I BLDG l I �G III III I 1 II I \ 3 2,450 SF k 3 �3;85�7 SF I III I m II I 400 27 3,088 SF 3 3,088 SF CONIC 11±00 4 2,450 SIF I TRrvs /_ // I i PAD I w I I �QN AL >! 1V BG- - I1111IIII Illl 1 �� CZSTE� r 1 1 111 - 11 I 4 3,857 SF 26 3,088 SF 4 3,088 SFw EG / I ww 54+00 w 5 2,450 SF SG ',V UW 1 1 5 II �O 6 3 0 � 1 25' 25 3,088 SF 5 3 088 SF / 25 1' 5 3,857 SF 1 6 2,450 SF I II \/ W 0 F 38 00' 38.00' IN P S �� l jT7�T7TT� l 6 � IIII \ III 1 1 5' 19.0' 19.0 f 19.0' 19.0's 7 2,450 SF I I A ) 1 24 3,088 SF 6 3,088 SF 12+00 12 00 r' / 6 3,857 SIF I II / v Li C' gm I I I` \ / BLDG II I II II \� - - - - � I 111 = �D 1 23 3,088 SF 8 2,450 SF V I _ �� 1 D z CD cc o } 7 3,088 SF I toe ��-_- - �/--� �- 1 153 OOy 1 BLOCK 4 + + BLOCK 2 I - - -- L1__/_1�L1=� �_ / I I I z a o m I Fmk III o � 7 3,857 SF 9 2,450 SF 8 3,088 SF z c' CD 0 22 3,088 SF I o c� - = T oo BLOCK 5 i I �- -2525 \ / / I w I1 II c CM, o 10 2,450 SF 1 / / I I j MW o w L_ > � 8 3,857 SF 1 I °� z w a 21 3,088 SF l / I I a I z CC C/Dw °C v 1 ww 9 3,088 SF J I I II o 0 co 0 f 13+00 I / 13*00 11 2,450 SF I / \ g I o Cn v II II UII / �_ 1 I l � jIII' I II CD CDmLU o y m �I 9 3,857 SF 20 3,088 SF 10 3,088 SF I I I I I I MW z 152+00 � I W I W y l 12 2,450 SF 1 w ¢ o o :. I 11111II II a I wcn � ww C� O W 1 1 10 3,857 SF y 19 3,088 SF 11 3,088 SF e� Ia C�7 13 2,450 SF i I I ti I I f z _ � 1 I I II 1111 I l w l l II I MW W s FUTURE ITD ACQUISITIO FOR HWY 16 EXTENSION I I II h I I 1 W 1 18 3,088 SF 12 3,088 SF 14 2,450 SF J 30 WIDE PERMANENT EASEMENT III I I III I I 11 3,857 SF I I o w 14+00 • / 14+00 1 - -- 17 3,088 SF S2s 13 3,088 SF �f 15 2,450 SF g � / _ � '• � l I III II � � D D � I 151+00 TI 12 4,028 SF ICA Jl Jl 16 2,450 SF AV ill j E 1 1 1 BLOCK 2 I III III ❑ 1 I I I I s 16 3,281 SF � 3,�F 19 20 21 22 23 24 25 26 27 28 31 1 I a I 11 1 1 n n n n n n n n 2n 30 12,921 SF I II 111�I I� - 0 Q a _ _ N co M M OO o0 00 oo W CIO Cn BCR=30' BCR=30' I M Cl) Cl) M M M coM Cl)17 2,625 SF O C\I1 I II II II y---- _ w 1 } III BCR=20',TYP. 15 4,756 SF BCR=20',TYP. co N N N N N N N N CV N N I I PII _L` w i 18 1,276SF IIII 1 ---- I/\ cc V I cn o 15+00 15+_00\I �/+ I 1 IIII II - _ 1 1 0 N o g M o f I o N o - y f° i 1 i li II 1111 W. GEM PREP ST. y o z CD CD W.BURNT SAGE ST. a + io+oo 0 o y I 'T oc 11 1I --- Z 1 11 o E\\\ - CA + \\\y NI/// =� i - Mi �- v 15+17.59y - -�i�- - - - cp o ++ 1 - - - 1 ml I I Z w I� I 150+00 c I I c T T T ca - T y -� T° R II 1�1 w N L Y W Q w ww ww N M N I 1 �I z a U W C3 o 1 11 I al li - -f 1 f r ��� I 1 I II II Il llh IIII WLU 1 32 2,701 SF I I J 1 L cc BCR=30' BCR=30' i I 11 I I Q 11 I BCR=20',TYP. I I 11 1 / I z r - - - - BLOCK 8 33 2,451 SF II J 32 0 1 19+00 I w I w LU MATCH LINE - SEE I I I I I 2 4,055 SF 16+00 } I 1 MATCH LINE - SEE 11I 111 I I SHEET PE.201 IIII 15 3,968 SF I } } 1 r 1 I III 1 34 2,450 SIF 1 SHEET PE.201 11+00 I a l a i ,31\3,200 SF 3 3,200 SF 3 / III III ! yll ,f 1 149+00 BLOCK 6 I 46.00' _ - - - _ - - _ _ 1 2526_ 2 - 3 3,857 SIF 35 2,450 SF � w 1 14 3,800 SF 27.0' 19.0' I / / H / I I IP ❑it O I I 46.00' 60,781 SF - _ _ _ _ - 30 3,200 SF 4 3 200 SIF\ \ / o I II I 1q I I� � . . _ . . o � I Igdl11111 z Id 36\2�50 SIF a 'is.o' 27.0' - - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . _ . . - . . _ . . - . . � � f 4 3,857 SF / 13 3,800 SF . 29 3,200 SF 5 3,200 SF 20 00 f 17+00 I ui 37 2,45q SF PROJECT N0. 22 0804 ANV Q rt/ - . . _ . . _ � . . _ . . - . . - . . - . . _ . . - . . - . . _ . . - . - � / / 5 3,857 SF I s. // ti / 12 12+00 28 3,200 SF 6 3,200 SF W DWG FILE PE.200 4,033 SIF 33 �g�2 450 SIF I DESIGNED BY BT 114 010 IJillI / / \ / ui t o /' �\ I DRAWN BY JTA y / / y = 2526 I CHECKED BY BT - w 6 3,857 SF / y � 27 3,200 SF 7 3,200 SF 39 2,450 SIF I o \ // cis \ _ 38.00' 57 ISSUE DATE 08/02/23 - _ I HORIZ.SCALE AS SHOWN IIII _ ' of 19.0 19.0 • 40 2,450 SIF �' I IIII VERT.SCALE AS SHOWN 2 3 4 5 6 7 8 9 10 11 = 26 3,200 SF 8 3,200 SF N I 1 } I } n n n LL - LL LL 21±00 I I I 3,857 SF o' LO r` LO n n n ocn L --- 18+00 w M M M Cl) ri Cl) ri v N 41 2,450 SF I PEIII IIII I I,I SHEET 2 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.200(ENGINEERING-STREETS).dwg ° III y 9 3,857 SF 20 3,088 SF 10 3,088 SF 152+00 Q 1 i 1 12 2,450 SF 1 I � I I II IIIIII I II �� I °a W � yW C.3 o I I 1 1 l 10 3,857 SF y 1 19 3,088 SF 11 3,088 SF to Il � � O I 13 2,450 SF i III II = 4111,11, ="' 30' WIDE PERMANENT EASEMENT FUTURE ITD ACQUISITIO FOR HWY 16 EXTENSIONW 18 3,088 SF 12 3,088 SF 14 2,450 SFyLN-�� 11 3,857 SIF 14+00 o14+00 oe 1 17 3088SF `s3,088r 15 2,450SF ,I � �2s 13 SF l _ _ _ _ _ _ _ _ _ � I � hl I II i' D D ■� 151+00 � -- -- - I �I 11 I i 12 4,028 SIF f l l I IIIIII III � ;II � I y o . � r 16 2,450 SF BLOCK 2 I IIIII i ❑E Z r ww a16 3,281 SF �- 3,�F 19 20 21 22 2324 25 26 27 28 29 3U 31 I 1 i 1 - c~i� T aoI� n � � w � � � �, �, LL 12,921 SFIII r, ' BCR=30' M M Mrn LL17 2,625 SF LQ cM M M M M M cM M M O 1 I > W N M M M M M M W a0 a0 O Cn � I � TjIOm �N N N N N N N N N CV M WBCR=20',TYP. CI 15 4,756 SF BCR=20',TYP. N18 1,276 SF rx Lj co o I I 15+00 r " { /15+00\I I I I II I II I ^ ~- Z .3 N M i' ,r. r. ,t • r •r I , I III IIIII i i W. GEM PREP ST. Q m 3 1 0 P r , IIII IIII 1 ---- Z M = 3 N W.BURNT SAGE ST. I o 1 O I I o o y � '9 ' o E \ -� 0000 + \/ +I -� i - +i - T - - + - - - -+�- - - - 0 1D+oU o y -� p �- --_ 1 ,I CID1 \� y I I �- i r 'O 1 v 15+17.59y 01 O T ^+ } r I 1 �I 1 FI / 150+00 N b T G T T T c �-- TI - oo M I NN32 2,701 SF o � / III = BCR 30' BCR=30' + + BCR=20',TYP. MATCH LINE - SEE III 1 _ _ _ - - 1 MATCH LINE - SEE SHEET PE.200 to - - BLOCK °s 19 00 33 2,451 SF SHEET PE.200 I I� � W I; 11 ' ICj 1 I I I I 16 1 2 4,055 SF 16+00 I 15 3,968 SF , } } 34 2 450 SF I r- 1 J II II I l l o I I I I III I I �I I 1 r. I I � I 11+00 ,31�3,200 SF 3 3,200 SF 3 II a 1 11 III III 1 III - _ I I x I l � I l II 1 I 1 6 149+00 46.00' ca I o 1 III ---- BLOCK I - - - - - 1 ,2526 3 3,857 SF 35 2,450 SF � w 1 14 3,800 SF 27.0' 19.0'. / { / I / / H 46.00' 60,781 SF _ _ _ _ _ - 30 3,200 SF 4 3 200 SF\ ` / o I IIIII I Iq I l l� � . . _ . . o I IgI�11111I z �d 1 I ri � I � 1 IIII ' 'II---- II 19.0' 27.0' - . . - . . - . . _ . . - . . - . � � / 36�2450SF / , a ' I IIIII I ili 1 11 I 4 3,857 SF - . . _ . . - . . - . - . . - . . - . 1 III ICI 13 3,800SF 29 3,200 SF I III i1i i 1 1QNAL III , s 5 3,200 SIF 20 00 T / I I C��J� ZS T E 17+00 ui 37 2,�q SF a �Q\ III I ---- 5 3,857 SF / 1 f / / I 28 3,200 SF W au s 6 12 4,033 SF 12+00 6 3,200 SF / �50 SF III I a I Ill 148+00 LU o:110 // 1�� �� Q ti z7 3 zoo SF 252�` I 1 J I� ��� IN P - w 6 3,857 SIF / y 7 3,200 SF 39 2,450 SF co 1 38.00' 57 1 7 y 1 I III° - - / 19.0' 19.0' oD I w / _ 8 3,200 SF 40 2,450 SF N I I o ~ 2 3 4 5 6 7 8 9 10 11 26 3,200 SF ,� � � a o y 21±00 IIIII II l oz 7�3,857 SF N r- F F- w r- w cn li i I I I = LU ui ---- LO cc CD ww I 18+00 O aO 0O aO 0O 41 2,450 SF m z oc 00 IIa M Cl) M co M M M V N r } } 1 l O a- ~ m II r 25 3,200 SF 9 3,200 SF I I I I W a z z 1 BCR=20',TYP. 13+00 ° � f 1 I ° � o - II I ' 147+00 8 3,857 SF BCR=20',TYP. - , I m o j ---- I 42 2,450 SF I z o z III 1 I c b 10 3,200 SF I o- o of °r O r r ro M 24 3,200 SF I I LL 2 o o z 1 ww O o LU W. ROCKLEDGE ST. f o i O c IIo I I CC LU 9 3,857 SIF I �- r coo f - r+ - - - �`��- - + 43 2,450 SF I I a o z w lI II II s : rcli 11 � LUo T 23 3,200 SIF I I o o = 11 3,200 SIF I IIII LU 22+00 I lI I� I M � o m f 19±00 44 2,450 SF I I I� oC m _ I / IIIII III 1 � 10 3,857 SF I 22 3,200 SF 12 3,200 SIF I I / L I = M o III 1 N 2 3 4 5 6 7 8 9 10 11 12 I 14 00 45 2,450 SIF 146+00s co 0 0 o aO o 000 000 000 000 o / I I I I 3 O O O o M al I 13 3,200 SIF III 1 N r 11 3,857 SF M Cl) Cl) Cl) c' c' co co M } } 21 3,200 SF 1 � 46 2,450 SIF 50- 46.00' I 1 ww w 1 BLOCK 7 113 I I I I I I 25' 25' 1' 19.0' 27.0' .° 20 3,200 SF 14 3,200 SF 47 2,450 SF I I I r m 1 18' $' 12 3,857 SFco I rn 46.00' 23+00 1 I I IIIII + I o I' I 20+00 I 27.0' 19.0" I I I 19 3,200 SF 48 2,450 SIF III I I 24 23 22 21 20 19 18 17 16 15 14 I 15 3,200 SF I IIIII \/r 13 3,857 SF - - - - - - 1 1 15+00 I IIIII Ir- - Cn - I w 0 0 0 0 0 m °C° °C° °C° 0 BLOCK 8 49 2,450 SIF I I - z mII 145+00 O o 0 0 0 0 0 0 0 0 o Q II co "' "' "' C•' M M M co I - - 18 3,400 SF 16 3,400 SF °- 1 I 14 3,994 SF 9 i s 50 2,450 SF - - _ 252� - _ - - IIIII = w BCR=20',TYP. 17 3,740 SF i I I I LU cc IIII� 0 y oz W.DOUBLEROCK ST. i o -- y +1 _ -o - -+4- - - - - + o _ o o f o0 _ 24+00 51 2,450 SF - z 15 4,848 SF i N\ M o N N+ / N 15+69.6� - N co - - -^1 � I I III I w O f N V I I W ;6 r s ° --- N I �I III W o z LL / 52 2,450 SIF W z � w N w cc 16 4,848 SF \ / BCR=20',TYP. 46.00' r BLOCK 2 , Cz Q ffi19 53 2,450 SIF I I III � r 20' 20 21 22 23 24 25 I I I IIIma LL \ 26 27 2�8 29 30 31 32 33 34 35 36 37 38 w I I I cc LL LL LL LL LL LL LL LL LL \ LL LL LL LL I I I © � ^ N Cn Cn Cn (n 1- 1- 1- - N N N N N LL LL .1 I� o 0 0 0 0 0 \ o 0 0 \ o 0 0 o 00 N N I 54 2,450 SIF 1 I I m v v v v v_ v_ v v_ v v v v v v_ v_ �lww M M M M M M M M M M M M M M M M M N IIII � BLOCK 3 \ \ 1 I 17 - - -2527 - 25+00 01 2528 =° 7,227 SF - -_ - - - - - - - - - - - t 55 2,625 SIF - E-- _ ___ _ - E_-- �SQB -- S°E- _=T _�- Tf]E_ _ -T�- SOB TOB II1B_- E-2528-=T� -- -TOE-- -- -- - - - - - - - _ _ cc - - - - - - ___ =- TB - - - - - -�g- 98== 143+00 - - - - - - - - - -- --56 550 SF II I II I I II PROJECT NO. 22-0804-ANV DWG FILE PE.201 moll, a DESIGNED BY BT CIVIL INNOVATIONS NORTH DRAWN BY JTA 50 25 0 50 100 CHECKED BY BT 142+00 ISSUE DATE 08/02/23 HORIZONTAL SCALE IN FEET I HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN l r----1 ' P E .2 01 a, a. SHEET 3 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.200(ENGINEERING-STREETS).dwg PROPOSED ERSATZ PLACE PROFILE-STA.141+00.00 TO STA.154+00.00 2545 2545 PVI STA:143+53.59 PVI STA:144+66.21 PVI STA:147+30.00 PVI STA:148+51.26 PVI ELEV:2529.02 PVI ELEV:2527.97 PVI ELEV:2526.91 PVI ELEV:2527.40 K:20.29 K:150.80 K:99.26 K:107.13 LVC:100.00 LVC:80.00 LVC:80.00 LVC:80.00 2540 PVI STA:142+08.99 2540 No HIGH PT.STA:143+84.68 LorJ UU-) v o ,� o ,� co v o co PVI ELEV:2523.24 N Cl) c:i w o O LOW PT.STA:147+29.89 0 o N N HIGH PT.STA:148+54.55 N N N HIGH PT ELEV:2528.64 o L°Ov to oo � � o L� 0 1� r K•27.28 N + N + CIJ o cli CNJ rn LOW PT ELEV:2526.99 ,+ HIGH PT ELEV:2527.33 rn LVC:120.00 LL z � LLI N N co N N LO 00 N 00 N CL r > r � r � r C r C r m M 00LOW PT.STA:141+59.94 m x � LU m w m w ti m z w CW7 O M M " C.7 LU > > > Z > > O > Q ■1 + N LOW PT ELEV:2523.46 + Lo = LU m w o w m w w m m _ N N N 2535 r � r � co o = 2535 o w o _ U m C.D> w + CO m, r 00 COCM LO LU m Z w N M O co F-C? r 00 O N T LC) r- O N CJO cocD N L C) a FINISHED GRADE N N + N o to N > c °O -:Zr N Cj m LU AT CENTERLINE, �I II II �_ II LCD N Lo `�`� m 00Op c 2530 PER ITD PROJECT J w II LU II II iI > 2530 Y LLi N fn W Q W > _j .0 rn v N0.A023(408) N z 3 + CO 0.93% "' v~i w U) w O cL o w O°0 \- ----------cli0.4 % 0.40% M m 3 ¢ uJ Ap -------- ------ 0.34% ------ cn w 7----------------- ---------- ------------- r ----- ---- 2525 EXISTING GROUND --- ____-_- 2525 ------- ------ ____ AT CENTERLINE o 0.40% o Ln 2520 0_ 2520 ao Ln LM Go Lo Go Cp cc M N co co O O M eA N N co fa LC) en N N CO w O Go C co O to N eA C A a! 00 Mar) OQ) rCp OH C.) Ia U) v V Nr Or OO rC10 Map N ti O� O� r C.� LOO co NCp O� eon eat vi eri v eo eo r` eo to eo c6 Lr co P. to r co r co r co r to rr u; L. U; r L6 Ln to M to LO eo u; eo eo to c M c M c N N N N N C, N cV N cV N cV N cV N cV N cV N cV N cV N cV N cV N cV N cV N CV N cV N cV N cV N cV N cV N cV N cV LO IN LO LO L,LO L,U0 L,LO L, LO L, Up to Ln to Ln to Ln to Lp to Lo Io Lo Io Lo Io Lo Io LC) Io Lp in LO Io Lo to Lp to Ln to V) to Ln 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 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 CXST��� l PROPOSED ERSATZ PLACE PROFILE -STA. 154+00.00 TO STA. 158+50.00 �l o 62 2545 2545 PVI STA:155+40.00 T � PVI ELEV:2525.04 OF X K:32.60 �f�MIN P S�O LVC:90.00 o °2 LOW PT.STA:155+06.17 c r LOW PT ELEV:2525.18 coo PVI STA:156+50.00 W.SNOW CURRANT ST.PROFILE W. BURNT SAGE ST. PROFILE-STA.9+50.00 TO STA.12+50.00 -IT2540 2540 2540 2540 2540 LL U 2540 L2 6 i n w PVI ELEV:2527.70 J 66 m 6 w K:22.14 a o m LU LVC:110.00 z z = o z o rni HIGH PT.STA:156+48.54 o M v o Y > O ¢ z o m Ln CD LA � ¢ PVI STA:11+19.32 0= ¢ ¢ m c� m Q Cn N HIGH PT ELEV:2527.02 o N w o w z o cc Y cn z > v~, + N + N o PVI ELEV:2527.61 cc ¢ cn o °� w Q Y ,,; z ¢ O lC) f� N W Cn m L U z W Cn Cn O W Q > LU z Z L�jL�jY K:13.45 ¢ w m o °C z w o Ln ^ o= W Y W Q w o z 2535 z T T PVI STA:157+50.00 2535 2535 ¢ Q w o m U ? 2535 2535 m o "� -m o= Q z 2535 w z m �,; w = w LVC:45.00 o Q w o o o m z LU m LU = C o cc o > cc > > m m z °C o o o � o m CD O CD o_ O c- o PVI ELEV:2525.15 w o 0 m w v K:39.04 0 wNo o`ni HIGH PT.STA: yy yy J 0= Cn W O N = Q LU LLI Cn CJ_I C.7 p 0 Z C) o Nr o LVC:80.00 mo o r- w ¢ rn 11+36.41 c LO M 00 Ln N o z Cl) a) II � cs ¢ _j ¢ � _ � " CD oz O O + + LC) N r ' O 00 O II > ' J , CJ) w ti a z > N HIGH PT. ti N M O NCl- T + N LC) CD O H C.CI Lf) O O , H W Z O L6 O ti M V M O N O C3 > > O W > _ m Ln o w o ELEV:2527.53 r N Ln + N N �i m co M N ca N J z � c o w z N n O O J J L.L.i L.L.i N M O M O UD OCI Q J O C'3 O ti ti ("0 O O l!1 W C 7 � C6 r N In O N M N O N O U O ti U m C. w r N M N l!1 N LC) N + O N U•) CD O r , ' , U N fM O M ti N II LO M ' U O LC) > > > > T II T N C\1 r N LO r O N L37 CV Lf) W co ti N T N CO C D V + + + + Ln + N L2') + O CO O U O U co LO Z O cn O M M N CA CO lC7 f� N O CC Cn L!•) 0= 0= � LA LC) M N + N O T II N ¢ Z 00 N + N CO + N > r` O In O Ll� LC) LC) m w II II II N N II M r N r II r N O N + LO O O LC) r 0 + W 2530 Ln Ln Ln rn Lro II LU w T u 2530 2530 N- II > Q -po Cq + c" ¢ w > r II r II II II > II II 2530 2530 II T - c`i N N o �'r' o o T N °c LU ov o o w U') ¢ w II > > II II + cV ti Ln of 2530 o m _ _ O LC) Q J O N Cn W ~ J H J W > Q J Q W > I I r N (O V + N W V I I Z N LL7 N ti Lo Lo II w cn v w II Q w II > II w II II LO FINISHED GRADE II + N II w m > N T II m LU w T Ln� N+ Ln > M LO u n N N > "� � m U w + L`i Cl) LL' o LO v' '-'-' FINISHED GRADE ¢ w cn w Q w a w w J Q W Q W > + N Ln N n vS w T > > J LU r > Cn W fn Cn W r Z AT CENTERLINE, II < Ln N w II II II o LAT CENTERLINE m LU LU 11 > II r W LU oN II � w LL J m Cnw � w � _j II � Nr � N PER IT[ PROJECT II II ¢ w � w ~ J 0 1.01 0 0 ~ J ¢ w F- LU m w m � � Q w cn w cn > Q w cn w Cn w >¢ w > Q Z m ¢ w 42� 5 v~iw 410 0.40% � J(n WSJ 0.41% N0.A023(408) LU W w ° m w j.95°b 29 0 ° 2.00% - 58% 1.22% 1.82 rn w ° m w 1.79% _ `�' o 0 _ _ - 2525 2525 2525 co 2525 2525 --------- -- ---- - .00 A ----- -- 2525 ~ 3 z M � 24 0 0.70% --------- ___ - 0.50% 2.00% - ------------------ ------+ N- --- n --------- ---------- -------------------- --- -- --- --- FINISHED GRADE Ui AT CENTERLINE 1 20% II II + CD EXISTING GROUND EXISTING GROUND ¢ „>, _ EXISTING GROUND o N AT CENTERLINE N LU a AT CENTERLINE AT CENTERLINE T a r, 2520 r 2520 2520 2520 2520 ± 2520 a O in Lo eq N A a0 esI M N N LO O LO A C,) 00 of M aI CD M - M co M C,) M r LfJ N Lo O to Lo y M O r Cy, Cp M O � M QI N LO O 1- h N 00 0q t co M a, Lo r O QI O Ln Lf,� pJ CV r M aJ Cv) aJ CV ICJ LO M Mi C,; eD C"J r 10 Ln LH M Lo M r M r M r C6 C M LO M LO M ea C,; ea M ea C,; fa L6 ea LC) LO L6 a Ln a LC) N C, N c V N N N N N N N N N c V N c V N C V N c V N C V N N N N N N N C V N c V N c V N C, N c V N CV N c V N c V L,LO Le) Lo {I'J LO M Lo w w M w Lo LC) LO LC) L,LO LI'J Ln LO Lo LO LC) LO LC) M LC) Io Lo Io Lo LO Lo L,LO to v) LO V) to V) to v) 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 cm," N N N N N N N N N N N N N N N N 154+00 155+00 156+00 157+00 158+00 158+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 12+50 Q J O W � y w C:) w y Q Q L Z - CD z z W. BURNT SAGE ST.AND N.ROCKWELL AVE.PROFILE-STA. 12+50.00 TO STA.25+50.00 W Q w 2540 a 2540 � z z z L cn o LU w Y m U U O OOC cn w Q LU > z z z > z m o oU 2535 a a m z o_ a o N z 2535 LU w w W W CD o III U O 0 CC 3 Q Lb M p o � rn oo O O N M M LU 00 Cn Q LnC'i 3. LO L!) N Q O (O co O O L6 � cc � N LO N + LO + Ln 1� � + N Z L6 + LO T N N � N N II N II z T N M ll) N O O LO r N N O CO � II > N II II W Q W 00 °r° II � a) �i Ln + Ln II II ti v m m W II Q w C) w O 2530 COLn � M c II > 00Nln rnN + LO ~ N ¢ w + LNn + uNJ cQ~nw J � w cnw 2530 Ln T m FINISHED GRADE m uJ 50 25 0 50 100 + Lo N Cn J + N + m II II c~n w N N AT CENTERLINE �+) C`n�1 vLLO + N cnw r II - N II Q W r II II II > u u > II W II > Q J `� " a w Q W _ --- HORIZONTAL SCALE IN FEET T T ----- ---- Q J ¢ W � W J � J ¢ w Qw Q _j v~iw WLU m � w Cnw 0.40% -- ----- 5 2.5 0 5 10 cn w � w w w -------- -------� %-------- - ---------- ----- ----- --------- ------- #°�------ - -----053 ------ ------------ --- --------- --------- ---------- -- - 2525 ----- ° ---�--- 2525 VERTICAL SCALE IN FEET EXISTING GROUND AT CENTERLINE PROJECT N0. 22 0804 ANU + DWG FILE PE.202 M; co DESIGNED BY BT 2520 + � 2520 DRAWN BY JTA a a CHECKED BY BT ISSUE DATE 08/02/23 L Nw L.w C* ear eo°O rN rr rm r � r � a �., ra, ear ear ear °p ear_ torn rLo rm r � rr rL,.) rO cc 0, HORIZ.SCALE ASSHOWN O C.) ea Crj R M N a co ea fa LL') O L17 Cl! U, r U, a; Ln N V O ea Cp uo O 'CO,p N C.) co ea C.p uo W O O fV O a M ea Lfl OD Lri"' -eUj v"' v"' a n a"' v"' Lri "' Lri "' vs"' vLn vs"' N"' M vsm tom tom mm eocp tom nm rr'� rr` VERT.SCALE AS SHOWN N N N C, N N N N N N N C, 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 Lo LO ICJ LC) NJ LO Lo LO LO Lo Lo LC) L,L0 Lo Ln L, LO IO Lo N u) LO Lf) LO Lf) LO Ln LO Ln Ln v) LOLC) LOLo LCJ Lo LO Lf) LO Lo LO Lo LO V) LO L() LCJ V) N cV N cV N cV N cV N cV N cV N cV N CV N cV N cV N cV N cV N CIJ N CV N CV C4, CV N CV N CV N cV N CIJ N CV N CV N cV N CV N cV 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50 PE202 SHEET 4 OF 10 DACivil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.200(ENGINEERING-STREETS).dwg N. GLASSFORD AVE.AND W. DOUBLEROCK ST. PROFILE-STA.9+50.00 TO STA.24+00.00 2540 2540 z Q YLU � z °C ~ � cn o m m z CM a x 2535 Cl) o wo � Y CD 2535 Q CCn CD O ti CD H OC O o CD CD J L Z 6 Lq oM Lr3T o = rn + ~ ■1 �? m 1, W M CD CD r_ LO CD N r Cn Cl) M N Cr Lo M co N N N OT N TO CV O N N N 000 r O co Cb + LO N N CN M U-7 N N II > 2530 Q W II > II II N Ln Ln r °° °° N r N + L27 Ln 00 N II Q w _ caN+ LO_mMN do o lzr00 v-II II oN N II II w v~iw 2530 Z o 0 C/J W H J Q W N V N + L<N7 + N + LO Q W II > II > II W H W O F r (� W r II T N T CV U, J Cnw J II > II > II II r II Cnw w cnw U) 1U N T 0 W ,,,,, II II > II > EXISTING GROUND �„ o ti o 0 0.61% N w _j W w AT CENTERLINE o J o °,° m Lu cn m _- - -- 0.46% pp p o 0 --- --- N 2.00% 0.41% ----- ---- ---0.5 ----- - --------------- ------ � o 2525 - --- ----- 2525 -- ------ ---- _ -------- ---------- ----- - - O o z 3 ___ - ----- w o FINISHED GRADE C.0 + Z AT CENTERLINE + o N O O N L T to + N F + CU [1 � O CL 2520 + 2520 a O O PL CD CD n a0 O O cD O O O N O, 00 O V O Lo r- O V V O r- O cD N O r M LV 00 r M N O O r M O N O N LI) Mp0 O,Cn rO ON MN r V 0,n 10 p0 NCO N O ON OM Q,� r 00 CA 10O Q,r rr N CR u7 0)LL5 rCD O MO r CA OOO 10 a0 r M eo M eo eo m m ui ui ui ui U'7 M U-3 a U-3 a Ln M L6 Yi Ln Yi to IN 6 to 6 to to eo eo r r r; r r eo eo eo 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 rj N N N N N N N N N N N N N N N N N N N N L1,Lo Ln Lo Ln Lo Ln Lo w Lo Ln Lo Ln Lo w Lo w Lo LN U� W U� lf M Lo M ) LO Lo L0 U) L0 V) L0 V) L0 V) L0 V) LP,Ln LLB Ln M lf) L0 U) LLB Lo WLo M V) L0 V) LLB Lo N N N N N N N N N N N N N N N N N N N N N N N N 011 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 18+00 19+00 20+00 21+00 22+00 23+00 24+00 CXST��� l W. DOUBLEROCK ST. PROFILE - STA.24+00.00 TO STA.28+00.00 N.ROCKCREST AVE. PROFILE �l o 62 2540 LL 2540 2540 2540 �� �/p� .;23�0 LU Q IN P Z Lu Y Y U or W a Q W � Z C/) �CD LUm U O O Y 2535 o LU Lu o 0 2535 2535 z L C=� w N 2535 Li v Lu J Q 00 CA J m Y W J H to 00ao NO C3 cD j o O O Q CD O ~ a 0 CO LO J C:3 + C'V J Lo ¢ m CD M W W cc N Z M N M N N N O u')cliU LO Lo O O O W Z ~ Cr O NII LO COO 00 LP) N CM cli LO O- M N II > O CO LO O O LO CDN O T � Q m � � Q m > O N Cfl + N + Ln Q W + N cli r C'3 > Cn Z > Q W U-i o6 CN CO 117 � N H J p LO CD II O L J Z Q O H J � CIJ CM co + N N N N II CO W r N + CV II Lo N O U � W Z Cn w + CQ + LO II II II Ln > + L37 o to Z z 2530 N II N N `� II II > Q w 2530 2530 II > `� w r N � � M T Lo M 2530 w o J II > II II II L>LJ EXISTING GROUND C~n w � _j II II II II + "' o^ 50 25 0 50 100 m CD ' > W > Q J Cn W C!) W Q W > V N O ff+ CV O C� N ; W w "' AT CENTERLINE ; F- _j T II + �T N zoo z 9 f1% `" "' i FINISHED GRADE II > T N II C) C) o o z ---- - ---- -- o ---------- -----00 -- ---- ° 1.79% AT CENTERLINE II II II > HORIZONTAL SCALE IN FEET o LL °� >> 00% 097% Cn w < Jew 5 2.5 0 5 10 y m w 2.00 k 40% Cn Lu a o z C� co 2525 2525 2525LU 0.46°h --- FINISHED GRADE ---- 2525 -------------------- - -------- ------- ° 2.0o VERTICAL SCALE IN FEET � � AT CENTERLINE z m �z EXISTING GROUND a CC C9 AT CENTERLINE o¢c2-1 C J W Q O W CO H N z 2520 2520 2520 2520 A cD O O,r_ .4 0, 0, 10 113 Lo � O N cc N O N V r- Lo r r- V O M C"p0 OO N D) I0O r r Ocrj L9 0iO 10r r c-j R r L0� MCO rCO ui LD to eo L� to to Lo rr l- /o C j w m eo� m ui ui ui� ui CR ui CR a L6 .4 Lri 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 L,Lo LC) Lo to Uf 10 Uf M Lo M Lo U,Lo M Lo LH Lo L1, Lo to V) L0 V) L0 V) U.,Lo 10 Uf M Uf LLB M N N N N N N N I N N N N I N N N N N N N N N N N N N NI N N N N N N N N N 24+00 25+00 26+00 27+00 28+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 y Cn � w J O W cc yw o cc yQ Cn M L W. ROCKLEDGE ST. PROFILE N. LOS FLORES AVE. PROFILE Z - CD 2540 2540 2540 2540 z 2-1 W Q w W o w z LU z w > W CwC z Q L Y d w Cn C~ C3 Z F- W Y CID G LJ.J CC OIII x m c3 m C'3 m W LU 0- O O 2535 0 > w = o L 2535 2535 LQn r ¢ v _ } w 2535 M z_ C¢/) J Q Q J Cn W W O (3 W J Q cc O � C 3 OJ pC CD m 2 J O= U > C.3 co I� J Z m J M LU O N T > O W J N ZLU CD LO r J Cc t` M co O Cq C0 J CD U L,o M N N 00 O T _CMDC's f` > Cr3 M V CO Lq co f6 N N to U O l!) M L.C) CO I I I I + Lclil") O N V CD o LI7 CD U O O N M LO + N N LO + N N co 00 O N r LO O Oq LOQ W r N M CV + LO C D C� LO CMS + N co N r N ICI N r N T ~COO CO + Ln N CV � J II + L!)V CV o N O LO T II > II II Ln N N 2530 CD N o N II II LL' II > r N T II 2530 2530 + Lo Lt)C'i Ln N II II II II > > + Ln Ln N 2530 II >n II LU J FINISHED GRADE w w II >a w o N + � O `� Q F- LU w W w T c I II II O W > cn w AT CENTERLINE Q ' i U J > o N II II w w cn w ¢ w J c~i) wF_ _ LLU w II Q w EXISTING GROUND W90% ---0.41% 0.40% 2.00l "' W 11 Q J c~n w AT CENTERLINE 0.40% --- ---------- -- ---------- CC/) w ------ - --- --- ---------- 2525 2525 2525 2525 EXISTING GROUND FINISHED GRADE AT CENTERLINE AT CENTERLINE M PROJECT NO. 22-0804-ANV r DWG FILE PE.203 a 2520 2520 2520 2520 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT C3 00r 10� 10 L1'Y MI_ r � r � rco � � wC) MN rr r� r N r c,.) rc r M r 0 MO MO co Nr U,N mN Or NO ar vM N� ao� ,,,,� Mn „� mr oN N� a „� „ � ao� ao� m� „� ISSUE DATE 080 23 . . . . . . . . . . . . . . . . m 6 le i m� r6 r6 r � r6 r � m 6 mr Uj LL,L6 w 6 w (6 em s m� m� cc '.6 m6 m6 m6 N� NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN HORIZ.SCALE AS SHOWN LA Lo LT)Lo Ln - LO- LO Lo LO Lf) N Lo N V) N Lo L!',Lo LT)M LT)M LT) M LO Uf M Lo LO Uf N Lo N Lo N Lo N Lo LO Lo 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 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 VERT.SCALE AS SHOWN PE203 SHEET 5 OF 10 DACivil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.200(ENGINEERING-STREETS).dwg MMI MMI w 50'RIGHT-OF-WAY DEDICATION } o ERSATZ PLACE CD O 25' 25' = r 0 w C7 O w r 18' 8' 5' V LANDING � N N � r y LANDSCAPE SIDEWALK O c °O 0 0 12'EXISTING PAVEMENT VARIES-SEE PLAN VARIES-SEE PLAN 2' J oo °O '� EXISTING PAVEMENTCD m 0 o Y — O rc 1' pC LLI - VERTICAL CURB AND GUTTER Z5 LU U O w z O 3 m 3 co = 1 MIS � CL SawcutLine 2% 1,75% 2% 3. � o 1%MIN.-4%MAX. r - - - 31MgX � 2' IN. ASPHALTIC PAVEMENT EXTEND ROAD BASE MA ERIALS 5"THICK CONCRETE SIDEWALK 3/4"MINUS CRUSHED GRAVEL 6"PAST CURB AND GUTTER(TYP.) 6"MINUS PIT RUN NOTE: COMPACTED STABLE SUBGRADE 1. 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EG EG EG m 0 OO O oe _ _ _ _ RR PIR 2525- - - -- - - j -2524 - - - _ - _ - _ _ - _ - _ _ - - _ ' EG - -EG - EG- _ w _ PIRR T _-____-___- 06 ______OB___ ___________ ________ __ B / E(� ___ _ ___________ _________ _-_- TUB -2524____TOB -_- -TG� _- TOB / / EG E EG- - - - - EG - _ w `, _ EG EG EG� /I,/ - EG-BLOCK 1 --------- ----------- - _ I � z 3 F I / 1 2 3 4 5 6 7 1 - - - - - r 3 8 9 10 11 12 13 14 15 16 17 I �pp�•j� / IQ^ 0 l O w 2O ww 3 N w °O M V7 W VJ VJ Cn Cn (n 1- LL 1- - u_ /I I �4(� / \ \ I / NS 1 I v EG I I O cn [n ( I V V °o 00 00 00 °o °o m w o0 0o ao 0o I I / I _ - / / m°� J w I 2525_ ` �- /// I ` /\ III n I I r II yII � o 1 M_ coM coM co co co M Cl) Cl) cm'J co co M Cl) pMj r EG I LC) NI I I I N N N N N N N N N N N N N N N N N 1 ��/m / I 524LO ow II II I I y �� szs ° � I = I ow I •• 'r ••r. .• 'r •• ,. .. , 2524- I \/ - - / IIIIIIIIII { I / w II w w w w w m 1 iI 13 12-- -W.SNOW CURRANT ST. 11- - - - -10 . - - 1 � ssss - 11 I I II �'S�')� �)21� \I II 1 I SS 9 I SSMH 22 r . ssMH 21 / - \ WI I I - - I / / w NI I w PIRR r . • r SSMH 23 ° I I /^ \ I SSMH 20920 SF _SSMH 25 PIRR - . - . . - . . - . . -J - I \ w I IBLDG � �2 4,047 SF �4� 2 2,619 SF I \ I I .SSM c 13 / 12 II I w EXIST.SSMH 1 IIII / �25 ` + ------�-erg-- - -- _ 55 - IIII II s! 10 I' i 28 3,281 SF 2 3,281 SIF - I \ / / / BLDG 3 2,450 SF110"SEWER MAIN PER (; \\ - II I \V / I EXIST.10"PVC SEWER MAINPo THE OAKS NORTH / SEE ANVIL SUBDIVISION-OFFSITE I III I III SUBDIVISION NO.12 3 4 7\ 27 3,088 SF - 3 3,088 SF � i / I I G ( " I I I I\ I \\ TRNS ti� / I / SEWER AND WATER PLANS) III w IIII / ���NAL d 1 r 4 2,450 SF II h / v IT, -r I III II II EG EG I I I I I I 4 � � �'�ZSTE��' / W W w 3,857 SF 26 3,088 SF 4 3,088 SF 1 w I IIII SSMH 24 5 2,450 SF I 1 LID ' / SG �� , EG I I III IIII I / FUTURE 1 _ N IIII I / THE OAKS NORTH �� �� 5 3,857 SF a 25 3,088 SF 5 3,088 SF 1 6 2,450 SF I II \//W / I IIII IIII / SUBDIVISION NO.12 �J� OF j/T7�T7TT� 1 I H� IIII IIII `) IN P' S 24 3,088 SF 6 3,088 SF 7 2,450 SFl 1 I II A 'I� II I LL c� S I 6 3,857 SIF 3 I I` \ / BLDG I I r l ; o I 8 2,450 SIF ,\ \v 20�8 (D� THE OAKS NORTH = CD N V I €R ASEM NT II III II Vf( SUBDIVISION N0. 10 z cc o r 3 23 3,088 SF 7 3,088 SF co I // E a 1 BLOCK 4 BLOCK 2 �- ¢ o w z _ __ -_ --- CD n 7 3,857 SF 1 9 2,450 SF ---� I I m k j I j o z 1 3 - -2525- (2-5 " <n oo 22 3,088 SF SSMH 19 I I 8 3,088 SIF N T BLOCK 5 1 % / \ \ 1/ \ / I I I o 0 \ / I III ,I MW Owe 10 2,450 SF 1 \ I I I z o[ �z U 1� 8 3,857 SF 1 3 � 1 ww 21 3,088 SF 9 3,088 SF I \ / \ I I I Ii o IIII II / I I ocnv U 1 11 2,450 SF 1 / I ~11 �' I CDWw ° I III 9 3,857 SF 20 3,088 SF / I T I I I I w I z E5 °C r 1 N 10 3,088 SF N a 1 I I I I I Mw z III W i 12 2,450 SF 1 / I I I IIII I I L a o III r r. I I I a I I = "' H O I r ui 19 3,088 SF _ 11 3,088 SF Uj a I ~ z 10 3,857 SF Q 13 2,450 SF 1 ti o . C4 1 III I I I w I I I� MW U. y FUTURE ITD I II ��jj IIIW II o AC UISITIO FOR HWY 16 EXTENSION I / *I s H 18 3,088 SF '° 30' WIDE PERMANENT EASEMENT Q I 1 0 a 3 12 3,088 SF c 14 2,450 SF 1 J I I {I IIL ffi 11 3,857 SF � II � �� 15 2,450SF � 1 - 17 3,088 SF S 13 3,088 SF - -- o I } / '- I r PIRR PIRR PIR PIR?- IRR PIRR I� 77 12 4,028 SF / I I I i t CA / SSMH 3 I III �I Ili 16 2,450 SF BLOCK 2 / III II II I 1 I ww a s 16 3,281 SF i - �- 3,2�F 19 20 21 22 23 24 25 26 27 28 29 31 / 1 IIIa I I sI M � o w n n n n n U, n 30 12,921 SF / SS / II II�I I� Q a N coM M M co co M / J I O m yII - r l _ O N N N N N N N N N N / I Lam_ - OC 1 PIRR 17 2,625 SF w 15 4,756SF N N �� / 1 ------ ====�=__===�� - IIII - -- y / �m I II II ��--_--�-----�_ _ - _ Iwo- - -� W - - - - W - - - P113 / . - II jI Il Ij II l y r. , / / / c) C/) EXIST.8"PVC WL II W. GEM PREP ST. 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BURNT SAGE ST.- - 22- - / LU SSMH8 ss - s SS ss o 21- ss ss 20 ss / I �II I'll I j N/�Y e W Q z °I ww U SSMH 7 SSMH 5 rs / I I II IIy� IIII 1 W o N f '• r SSMH 6 ., jo I I I Ih IIII ! 1 w } o 3 32 2,701 SF I I IIII / � Ir I I IIII d 0 I � Q PIRR 0,1 - SSMH a PIRR - - BLOCK 8 SSMH 9 1 I I tI 0 32 0 33 2,451 SF m I w I I LU LU MATCH LINE - SEE 1 11 I I 2 4,055 SF MATCH LINE - SEE I� SHEET PE.301 I 15 3,968 SF I r ) II II II I I I II I I I I r 1 34 2,450 SF I a I SHEET PE.301 III 1�� T I ,31�3,200 SF 3 3,200 SF 1� yII / 13 I = _ ` � I IIII ICI II NI , I III 1 BLOCK 6 I - - 1 ,252e c � w w 3 3,857 SF r 1 14 3,800 SF i r / 35 2,450 SF I H I II I IP o VIA I � O/ 3 y 60,781 SF I - _ _ _ _ _ - 3 30 3,200 SF 4 3,200 SF\ \ o / I II ii II I III l i+I I Y� W - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . / y MIR 36\2450SIF III I III 4 3,857 SF / LU 13 3,800 SF p V I ill III 1 - - 29 3,200 SF 5 3,200 SF 3 1 r h p 37 2,45q/,SF / 1 PROJECT NO. 22 0804 ANV ° DWG FILE PE.300 III I III 5 3,857 SF /3 I - // - / = 28 3,200 SF y / I I I I 12 4,033 SF 6 3,200 SF 2 450 SF I III DESIGNED BY BT t Irn IIII III II / / PtR PIR PIRR / //C\I / �\ II III DRAWN BY JTA III II / N PIRR r 3 \ `���� CHECKED BY BT 6 3,857 SF / a \ \ 27 3,200 SF = 7 3,200 SF � 39 2,450 SIF �m 1 a \ y 3 Lil Q 57CD I I 7 I ISSUE DATE 08/02/23 ,� n I i I HORIZ.SCALE AS SHOWN coo ao Q 2 3 4 5 6 7 8 9 10 11 26 3,200 SF 40 2,450 SIF rn I i VERT.SCALE AS SHOWN 8 3,200 SF ov N y °` 1 II III -7 3,857 SF = N � � ^ n co n con n i III ww I v "� coci cori coM v c� 41 2,450 SIF PE300 -- - -- r' I IIII II II •• 'r, SHEET 7 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.300(ENGINEERING-SEWER).dwg ° I \ 088 SF 9 3,857 SF 20 3, r 1 ua l y N 10 3,088 SF N 12 2,450 SF uj I I I I 1 I N 088 SF 11 ui 19 3, - 3,088 SF a 1 10 3,857 SF 5 Q I W h4111,11, cm oFUTURE ITDACQUISITIO FOR HWY 16 EXTENSIONy U. 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BURNT SAGE ST. - 22- - 21- 20 / j (SEE ANVIL SUBDIVISION OFF Mo = 3 ss ss SEWER AND WATER PLANS) a , lil w �a I ww ii SSMH ss ��- s ss ss ss ss ss rs / IIIII I N ILb e 3W W SSMH 7 SSMH 5 \ SSMH 6 jo 1 32 2,701 SF I I I� III i /II I H I O 3 I II II s ° � I II II IIII IIII I 0 I� 'I IIII I PIRR - - - - SSMH 4 1 _ I II MATCH LINE SEE III I E SHEET PE.300 IIo s PIRR - - BLOCK8 SSMH 9 a I MATCH LINE SE I I II �I 3 �8 33 2,451 SF SHEET PE.300 10, 2 4,055 SF I 15 3,968 SF I r I I III l III 34 2,450 SFI� I I _ I j - la I II NI 1�, g 31�3,200 SF 3 3,200 SF Cz / IIII 1 ylI - , � I o I I i 1 I I I I � I III 1 \ BLOCK _ _ 3 I 6 c - � / I IjI-. I � w w 3 3,857 SF 1 14 3,800 SF 3 / / 35 2,450 SF - 1 / H \ \ / I I IP ow n� 3 60,781 SF 30 3,200 SF 4 3,200 SF r A III I ui C 36\2 450 SF I III ' �I II I - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . W �7 s / � I I I I II �I� I1 11 I III I 4 3,857 SF LU r 13 3,800SF � �ZSTE 29 3,200 SF 5 3,200 SF EF 37 2,45q SF III I III 5 3,857 SF 28 3,200 SF 6 3 200 SF / II IIo �I �o l%62 III / N 12 4,033 SF 2 450 SF I III �3 r S III 1 I N / A II III III / I PtR PI R PIRR N // / 1� IIII I I I / PIRR O F o 1 \\ w a 6 3,857 SF / Q 27 3,200 SF -9 7 3,200 SF ui 39 2,450 SF I MIN P•�� 3 s Q 57 MIN IIII CO) y I .1 °• yW � � 1 I IIo Coll _ _ I w / 40 2,450 SF 26 3,200 SF c� Q'- IIII w o III 2 3 4 5 6 7 8 9 10 11 8 3,200 SF �, 1 IIII y O z cn w 0 w i5 CC/) I I I c�IIII \ \ ��3,857 SF = o n n n LL LL cc o III U _� _ V M coM M co M co M V N 11 L Q m a i 25 3,200 SF _ 41 2,450 SF I I z ¢ o 9 3,200 SF I w z M2 SSMH 10 I � Q z O U - III I 8 3,857 SF U IIII s 42 2,450 SF I I g o z III 1 I w .s 24 3,200 SF 10 3,200 SF r I � � U, o s O o o z ' I IILI I � � � w ww _ w w -12-W.ROCK LEDGE ST.- - -11 w- - - } � W IIII II 13 - - - 10 C� 43 2,450 SF I I z o M co III° I I 9 3,857 SF I ss s ss ss s SSMH 16 I a p z II II 23 3,200 SF a w OC Lu o p 11 3,200 SF I C I I I I o � z III 1Ci - co y 3 I p W W SSMH 18 3 44 2,450 SF I I I III I a IIIII II II _ I s °' 10 3,857 SF o � I w Q O 22 3,200 SF 12 3,200 SF I / L I = M o N SSMH 26 2 3 4 5 6 7 8 9 10 11 12 I 45 2,450 SF / C IIII LL I F CO LL LL LL LL Z r / IIII I II II 00 00 00 00 00 00 i yT W 00 W W W W co co co co 00 OD W 00 00 00 00 00 00 00 00 00 o O O O O O o 0 0 0 QI I a' "' "' "' "' "; c.,� 0 21 3,200 SF 13 3,200 SF r I III 1 s 11 3,857 SF M � III 1 3 I 46 2,450 SF I III III ww I 1 BLOCK 7 113 s I I I ^ 1 14 3,200 SF 47 2,450 SF 1 12 3,857 SF � P R RRI IRq PIRG PIJR 20 3,200 SF 1 I I I~I I I I LT 1 co 19 3,200 SF 48 2,450 SF I II II II II s _ 15 3,200 SF I IIIII ww 24 23 22 21 20 19 18 17 16 15 14 1 I IIIII II mI 13 3,857 SF I LL LL LL LL LL LID U) Cn (N (N (N UJ LL L.L LL LL LL 00 o 0 o 0 0 0 N I 49 2,450 SF I I z oD 0 0 0 0 0 aaOo 0 0 0 "' BLOCK 8 I I I Q Q T o 0 0 0 o 0 0 0 o o 0 LO II co M �; �; �; ; m co co M c I 18 3,400 SF ) I J II SSMH 17 16 3,400 SF r 1 I I 1 _ _ cc 14 3,994 SF SSMH 27 = - PIRR PIRR 50 2,450 SF - 25 _ / / - - IIIII LL I 27 ww SSMH 15 17 3,740 SF _ _ i II I w w w _ , ICI Cn Q C� BI 5 - w - w w w - w w w 51 2,450 SF z I 3 -16- - -15- - -14 W. DOUBLEROCK ST. - 13 _ _ _ N 15 4,848 SF ss \ ss ss ss ss -_ -12-ss -11 10 3 I w s _ 55 55 W Q z 8 / 52 2,450 SF I I W \ / SSMH 11 I cc w IIII SSMH 13 / 1 to w } � SSMH 14 16 4,848 SF \\ . o BLOCK 2 C Q 53 2,450 SF ' z_ \ III III J 19 20 21 22 23 24 25 \ 26 27 2�8 29 30 s - _LL I I II II 31 32 33 34 35 36 37 38 y I I I LU IIII\ LL LL LL LL I.L LL U) LL LL LL LL LL LL LL LL I N N Cn (n Cn Cn Cn M Cn N N N N N (U j y M M N 1 1 r � o 0 0 0 COD CDD \\o °D0 0 0 o o LU o 0 0 0 o N 54 2,450 SF 1 I I I Jww „ co M M M M M M 1(+0 co M V V cND M M M M cocococo c.j nj III \ BLOCK \\ \ I IIo 1 I -2527 1 / 2528r 7,227 SF - - _ - TOE---- 55 25 SF_ 2,6 1 E_ -sQE -SOE SOE p r O If7E. 0 Tom- Tf]E_ BBB'-T- B-TOE_ 1 SRB 0 =TD -OE _'ZSZ V- '-�9E„_--__ ,_- �0E-- T- - - _ __ - - Tiles - - -BBB- -2527 �= __ __ __ __ __ __ _ _ - - - -- - �B= �B_ I w w a' T. SSMH 12 56 - _ 550 SF II II III I I II PROJECT NO. 22-0804-ANV DWG FILE PE.301 a DESIGNED BY BT CIVIL INNOVATIONS NORTH DRAWN BY JTA 50 25 0 50 100 CHECKED BY SIT ww aw w ISSUE DATE 08/02/23 -1 HORIZONTAL SCALE IN FEET I HORIZ.SCALE AS SHOWN o VERT.SCALE AS SHOWN II PE301 II I II I I SHEET 8 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.300(ENGINEERING-SEWER).dwg 8-INCH SEWER-OFFSITE-COMMON LOT-W. BURNT SAGE ST. PROFILE 2535 2535 2530 2530 FUTURE FINISHED GRADE AT PIPE CENTERLINE FINISHED GRADE AT (HWY 16) n EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE o ---------- -------------------- ---------- -------------------- 2525 ---------- - ------ ------- - ---------- - - ---------- -------- --__ - 2525 O w E EXISTING SEWER MANHOLE ~ Cj C? PER ANVIL SUBDIVISION OFFSITE CO CO .0 J j SEWER AND WATER PLANS m o o w 0 \ - Y .� < Q U) > 2520 2520 O � o L:) z � Lii co O 3 225.00 LF 8"PVC @ 0.40% 25.72 LF 8"PVC @ 0.43% � co = 0 209.08 LF 8"PVC @ 0.40% o SSMH 8 193.99 LF 8"PVC 0.40% Z r STA= 25+00.00(E) SSMH 7 @ 164.17 LF 8"PVC @ 0.40% STA= 10+00.00(N/S) STA= 23+30.27 E/W RIM = 2524.90 ( ) SSMH 6 8"INV IN = 2519.76 N STA= 10+00.00(N) ( /W) SSMH 5 ° ( ) RIM - 2524.28 STA= 21+17.19 E SSMH 4 370.41 2515 - STA= 10+00.00(S) STA= 19+19.20 STA= 18+89.48 NW SSMH 3 2515 8"INV IN = 2519.76(S) 8"INV IN = 2518.75 (W) ( /NE) RIM = 2524.80 RIM = 2524.89 STA= 10+00.00 SE STA= 17+21.31 8"INV OUT= 2519.66(E) 8"INV IN = 2518.75 (N) ( ) EXIST.SSMH 2 8"INV IN = 2517.81 (W) 8"INV IN = 2516.93(W) RIM - 2525.07 RIM - 2525.92 8"INV OUT= 2518.65(E) 8"INV IN = 2517.81 (S) 8"INV OUT= 2516.83(SE) 8"INV IN = 2516.72(NW) 8"INV IN = 2515.96(SW) STA= 13+46.52 .92 - 8"INV OUT= 2517.71 (E) 8"INV IN = 2516.72(SE) 8"INV OUT= 2515.86(N) 8"INV INIM 2514.37(S) 8"INV OUT= 2516.62(NE) EXIST. 10"INV OUT= 2514.20(E) 2510 2510 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 AL lq�C,ZSTE�� l ` ul� 0 62 8-INCH SEWER- N. ROCKWELL AVE. PROFILE OF 2535 2535 IN P Li U w H pw[ U d � _ LU U5 o z 2530 2530 CC o EXISTING GROUND AT o } a m PIPE CENTERLINE z a o -- LUzz FINISHED GRADE AT ----- --- --- LU o z PIPE CENTERLINE ----------- - -- o LU cU ---------- - oo o z 2525 2525 CC 50 25 0 50 100 a = z } cC LU < z N HORIZONTAL SCALE IN FEET LU o 0 0. ZD z 5 2.5 0 5 10 � w LU cc CD 2520 26.03 LF 8"PVC @ 0.42% ° 115.50 LF 8"PVC @ 0.41% 2520 VERTICAL SCALE IN FEET � z � 270.75 LF 8"PVC @ 0.40/° 251.47 LF 8"PVC @ 0.40% SSMH 11 SSMH 12 STA= 15+60.24 N/S STA= 16+79.74 W N SSMH 10 ( ) ~ � z STA= 12+85.50 STA= 10+00.00(W) RIM = 2527.88 SSMH 4 SSMH 9 RIM = 2526.29 RIM = 2527.40 8"INV OUT= 2519.70(N) 2515 STA= 10+00.00(SE) STA= 10+30.03 8"INV IN = 2518.04(S) 8"INV IN = 2519.23(S) 8"INV - 2519.80(S) 2515 STA= 18+89.48(NW/NE) RIM = 2525.26 8"INV OUT= 2517.94(N) 8"INV IN = 2519.23(W) (BLOCK OUT) RIM = 2525.07 8"INV IN = 2516.93(S) 8"INV OUT= 2519.13(N) 8"INV IN = 2516.72(NW) 8"INV OUT= 2516.83(NW) 8"INV IN = 2516.72(SE) Z 8"INV OUT= 2516.62(NE) O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 y Q w J LL. O LU y o w y Q o 8-INCH SEWER-W. DOUBLEROCK ST.PROFILE 8-INCH SEWER-N.LOS FLORES AVE. PROFILE z 2535 2535 2535 2535 W Q w W o z cc C-D LU EXISTING GROUND AT EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE 2530 2530 2530 2530 z_ FINISHED GRADE AT FINISHED GRADE ATLU PIPE CENTERLINE --------- PIPE CENTERLINE W -------------------------- ----- ---------- -------------- ---- ------------------- -- - --------------- -------------- --------- ----- - ----- 2525 2525 2525 2525 L/-36.74 LF 8"PVC @ 0.63% SSMH 15 321.63 LF 8"PVC @ 0.40% STA= 16+78.80 SSMH 14 2520 RIM = 2527.11 STA= 16+38.06 SSMH 13 308.43 LF 8"PVC @ 0.40% 2520 2520 171.84 LF 8"PVC @ 0.61% 8"INV OUT= 2522.19(SE) RIM = 2527.29 STA= 13+12.43 2520 RI INV IN = 2521.96 NW RIM = 2525.95 SSMH 16 SSMH 17 ( ) SSMH 11 334.65 LF 8"PVC @ 0.40% STA= 15+14.49 RIM = 2526.35 8"INV OUT= 2521.86(E) 8"INV IN = 2520.57(W) STA= 10+00.00(W) STA= 13+38.65(N/S) 8"INV OUT= 2520.29(N) PROJECT NO. 22-0804-ANV 8"INV OUT= 2520.47(E) STA= 15+60.24(N/S) SSMH 6 STA= 10+00.00(W) RIM = 2527.40 STA= 10+00.00(S) RIM = 2526.46 DWG FILE PE.302 2515 8"INV IN = 2519.23(S) 2515 2515 STA= 21+17.19(E/W) 8"INV IN = 2519.25 (S) 2515 DESIGNED BY BT 8"INV IN = 2519.23(W) RIM = 2524.80 8"INV IN = 2519.25 (W) 8"INV OUT= 2519.13(N) 8"INV IN = 2517.81 (W) 8"INV OUT= 2519.15(N) DRAWN BY JTA 8"INV IN = 2517.81 (S) CHECKED BY BT 8"INV OUT= 2517.71 (E) ISSUE DATE 08/02/23 HORIZ.SCALE AS SHOWN 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 VERT.SCALE AS SHOWN PE302 SHEET 9 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.300(ENGINEERING-SEWER).dwg 8-INCH SEWER-W. ROCKLEDGE ST. PROFILE 8-INCH SEWER- N. ROCKCREST AVE. PROFILE 2535 2535 2535 2535 FINISHED GRADE AT PIPE CENTERLINE 2530 2530 2530 2530MIJ EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE - EXISTING GROUND AT -- -- PIPE CENTERLINE y ---------- -- ---------- ----------------- -- OT r 2525 2525 2525 ------- - 2525 ---- o--------- N U --------- Q � C M O J o 00 a >m Y .c � m w 23785 LF 8 PVC @ 0.40% U) SSMH 18 . " 76.46 LF 8"PVC @ 0.60% 2520 STA= 13+80.46 2520 2520 SSMH 20 271.73 LF 8"PVC @ 0.40% 2520 O m z 3 w RIM = 2526.56 3 STA= 15+17.59(S) SSMH 19 co = 8"INV OUT= 2521.51 (E) SSMH 16 STA= 10+00.00(E/W) STA= 12+75.73 STA= 10+00.00(W) RIM = 2526.41 RIM = 2525.59 SSMH 7 STA= 13+38.65 (N/S) 8"INV IN = 2521.00(E) 8"INV IN = 2519.94(N) STA= 10+00.00(N) r RIM = 2526.46 8"INV IN = 2521.00(W) 8"INV OUT= 2519.84(S) STA= 23+30.27(E/W) 2515 8"INV IN = 2519.25(S) 2515 2515 8"INV OUT= 2520.90(S) RIM = 2524.28 2515 8"INV IN = 2519.25(W) 8"INV IN = 2518.75(W) 8"INV OUT= 2519.15(N) 8"INV IN = 2518.75(N) 8"INV OUT= 2518.65(E) 14+00 13+00 12+00 11+00 10+00 9+50 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 AL q�C,ZSTE�� l ` ul� 0 62 T � � 8-INCH SEWER-W.SNOW CURRANT ST. (WEST) PROFILE 8-INCH SEWER-W.SNOW CURRANT ST. (EAST) PROFILE 8-INCH SEWER- N.GLASSFORD AVE. (NORTH) PROFILE IN P���O� 2535 2535 2535 2535 2530 2530 FINISHED GRADE AT PIPE CENTERLINE EXISTING GROUND ATLL: w PIPE CENTERLINE a FINISHED GRADE AT FINISHED GRADE AT = c- o PIPE CENTERLINE PIPE CENTERLINE = o LU z 2530 2530 2530 2530 2525 _- --- -- ---- ---- 2525 z a m ____ - ---------- C --------Az a CD EXISTING GROUND AT EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE x o z J 88.24 LF 8"PVC @ 0.60% o �, E5 383.96 LF 8"PVC 0.40% z � vD o o " z SSMH 25 SSMH 24 @ CD0 o z -A V CC " STA= 14+80.19 STA= 13+87.96 o w 2525 2525 2525 2525 2520 LU RIM = 2526.87 RIM = 2526.48 2520 } � z --- - SSMH 8 cc cc 8"INV OUT- 2521.93 (S) 8"INV IN = 2521.40(N) a � z � STA= 10+00.00(N/S) o o w 0 8"INV OUT= 2521.30(S) STA= 25+59.27(E) =o N N= w . 5 LF 8"PVC @ 0.60% RIM = 2524.90 W 225.00 LF 8"PVC @ 0.40% 109.00 LF 8"PVC @ 0.40% z m SSMH 22 SSMH 21 STA= 13+27.36 SSMH 23 8"INV IN = 2519.76(N) - - STA= 12+29.00 o °C SSMH 20 2520 2520 SSMH 20 STA= 11+13.00 2520 2515 8"INV IN = 2519.76(S) 2515 cc z 2520 RIM = 2526.12 � RIM = 2527.28 STA= 10+00.00(E/W) STA= 10+00.00(E/W) RIM = 2526.86 8"INV OUT= 2519.66(E) o J 8"INV OUT= 2522.57(E) 8"INV IN = 2522.00(W) LU STA= 15+17.59(S) STA= 15+17.59(S) 8"INV OUT= 2521.44(W) „) U) = 8"INV OUT= 2521.90(E) RIM = 2526.41 RIM = 2526.41 8"INV IN = 2521.54(E) z 8"INV IN = 2521.00(E) 8"INV IN = 2521.00(E) (BLOCK-OUT) 8"INV IN = 2521.00(W) 8"INV IN = 2521.00(W) 8"INV OUT= 2520.90(S) 8"INV OUT= 2520.90(S) 13+50 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 11+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Q y Q w J U_ O LU y o w y Q 8-INCH SEWER- N.GLASSFORD AVE. (SOUTH) PROFILE cD 2535 2535 z W Q w LU W o z L z w w EXISTING GROUND AT >_ PIPE CENTERLINE 2530 2530 z FINISHED GRADE AT PIPE CENTERLINE WLU - ---------- ------ ---___----- ------ - ----- 2525 2525 50 25 0 50 100 O 125.15 LF 8"PVC @ 0.61% HORIZONTAL SCALE IN FEET 5 2.5 0 5 10 395.11 LF 8"PVC @ 0.40% SSMH 27 2520 SSMH 26 STA= 15+28.26 2520 STA= 13+99.11 RIM = 2527.04 VERTICAL SCALE IN FEET SSMH 8 RIM = 2526.44 8"INV OUT= 2522.21 (N) STA= 10+00.00(N/S) 8"INV IN = 2521.45 (S) STA= 25+59.27(E) 8"INV OUT= 2521.35(N) PROJECT NO. 22-0804-ANV RIM = 2524.90 DWG FILE PE.303 8"INV IN = 2519.76(N) 2515 8"INV IN = 2519.76(S) 2515 DESIGNED BY BT 8"INV OUT= 2519.66(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 08/02/23 HORIZ.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 VERT.SCALE AS SHOWN PE303 SHEET 10 OF 10 D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PE.300(ENGINEERING-SEWER).dwg