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HomeMy WebLinkAboutPublic Utility Plan SUMMERLIN SUBDIVISION PRELIMINARY ENGINEERING MERIDIAN, IDAHO - 2026 v LOCATED IN THE SW 1/4 OF SECTION 5, MIJ T.2 N.,R.1 E.,B.M.,MERIDIAN,ADA COUNTY,IDAHO MIJ STANDARD ABBREVIATIONS ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line y ABAN Abandon EVC End of Vertical Curve POC Point on Curve o ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature r AC Asphalt Concrete FIG Finished Grade PP Power Pole O LU 00 r E ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch cu 00 0 AH Ahead FL Flow Line PT Point of Tangency ti -z3- 6 00 ALT Alternate FTG Footing PVC Polyvinyl Chloride ~ J � 00 . BC Beginning of Curve FS Finished Surface PVMT Pavement J PRELIMINARY PLAT NOTES m >BCR Beginning of Curb Return GALV Galvanized R Radius EXISTING APEX SOUTHEAST �� a Y o BK Back GB Grade Break RB Ribbon Curb SUBDIVISION NO.3 L 2BM Bench mark GIRR Gravity Irrigation RC Roll Curb � 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE a 5 w BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way SHEET PE.101 SHEET PE.1 OZ UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT O LL; m 3 BW Back of Walk GM Gas Meter RL Roof Line iTlco = 3 CB Catch Basin GR Grade RR Railroad 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL CF Curb Face HOPE High Density Polyethylene Rt Right SEC.6 N SEC.5 GROUNDWATER ELEVATION. o cf Cubic Foot HORIZ Horizontal S Sloe E.VIA ROBERTO LN. 1/4 E.VIA ROBERTO LN. ss ss ss ss —C1/4 SEC.5 P - 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF CL Centerline HP High Point SB Seepage Bed CO Clean-Out(Sewer) INCL Including SD Storm Drain MERIDIAN AT THE TIME OF THE RE SUBDIVISION. CONC Concrete INV Invert SDR Standard Thermoplastic Pipe 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC CONN Connection IP Iron Pipe Dimension RatioMIJ UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. CONST Construct,Construction IRR Irrigation SEC Section ss ss 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A THREE(3)FOOT PERMANENT EASEMENT ON EACH SIDE OF COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) THE INTERIOR SIDE LOT LINES,AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES, CTV Cable Television Works Construction SG Sand and Grease Trap CY Cubic Yard L Length SP Signal Pole IRRIGATION,AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO THOSE LOT LINES DBL Double LB Pound SPRK Sprinkler SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS.ALL OTHER EASEMENTS ARE AS SHOWN. DI Drop Inlet LF Linear Foot SS Sanitary Sewer EXISTING HADLER DIA Diameter LP Low Point STA Station �, _ SUBDIVISION 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE DIP Ductile Iron Pipe LT Left STD Standard ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. DW Driveway MAINT Maintenance SW Sidewalk 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS DWG Drawing MH Manhole SY Square Yard f 7 SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. E Ea MW Monitoring Well TAN Tangent EA Eachch IN Northing TC Top of Curb 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, EC End of Curve NO. Number TEL Telephone AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN ECR End of Curb Return CHIP Overhead Power TOPO Topography OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE EG Edge of Gutter PC Point of Curvature TRANS Transition - - - - y OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical 9s WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL EM Electric Meter PCC Point of Compound Curvature VB Valve Box FACILITY OR EXPANSION THEREOF." ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve EP Edge of Pavement PE Polyethylene VERT Vertical 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. PIRR Pressurized Irrigation WM Water Meter 10. LOTS 1,8,58,74 AND 75,BLOCK 1;LOTS 7, 14 AND 17,BLOCK 2;LOTS 1 AND 13,BLOCK 3;LOTS 1 AND 13,BLOCK 4;LOTS 8, 11,15 AND cJ��ONAL 25,BLOCK 5;LOT 1,BLOCK 6;LOTS 11 AND 20,BLOCK 7;LOTS 9 AND 18,BLOCK 8;LOTS 1 AND 14,BLOCK 9;LOTS 1 AND 15, BLOCK 10; y T T1 LOTS 1 AND 14,BLOCK 11;LOT 1,BLOCK 12;LOTS 1 AND 16,BLOCK 13;LOTS 1 AND 16,BLOCK 14;LOTS 1 AND 7,BLOCK 15;LOTS 1, 15,25, VUJ 30 AND 35,BLOCK 16;LOT 1,BLOCK 17;LOTS 1,8,24 AND 35,BLOCK 18;LOT 1, BLOCK 19;ARE COMMON LOTS TO BE OWNED AND �I ol�'�r� �W MAINTAINED BY THE HADLER SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN �I ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT �41D��,���o i DRAINAGE. � ?' Z 11. DIRECT LOT ACCESS TO S.LOCUST GROVE ROAD AND E.VIA ROBERTO LANE IS PROHIBITED. ���MIN P I LU Cc U d 0 CONSTRUCTION SHEET INDEX - PRELIMINARY ENGINEERING = o z STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND 3 1 F 10 PEA COVER SHEET AND NOTES z a o m LU O CO 0 0 } ¢ BOUNDARY LINE o 2 OF 10 PEA 01 SEWER PLAN z a o DETACHED PROPOSED PEDESTRIAN RAMP 05 3 OF 10 PEA 02 SEWER PLAN � z z RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK � o vs 4 OF 10 PEA SEWER PLAN CENTERLINE ATTACHED a ss / _ _ —� 5 OF 10 PE.104 SEWER PLAN z y' UD PROPERTY LOT LINE DETACHED 6 OF 10 PE.105 SEWER PROFILES o 0 o z PROPOSED PEDESTRIAN RAMP v' 7 OF 10 PE.106 SEWER PROFILES o w j o o PROPERTY LOT LINE(ZERO SETBACK) DETACHED cc w a WITH ATTACHED SIDEWALK 8 OF 10 PEA 07 SEWER PROFILES } , W or � EP EDGE OF PAVEMENT 5y 9 OF 10 PEA 08 SEWER PROFILES < o z w oC w o 0 i i 10 OF 10 PEA 09 SEWER PROFILES o c� 0+00.00 CENTERLINE STATIONING N PROPOSED CONCRETE VALLEY GUTTER cri LU LU PROPOSED VERTICAL CURB z m It= cc PROPOSED ROLLED CURB ss ¢ CD PROPOSED SEEPAGE BED WITH oo PROPOSED REVERSED VERTICAL CURB o MONITORING WELLS LU <o J PROPOSED = VERTICAL TO VERTICAL CU RSED BE TRANSITION SECTION \ / CONSTRUCTION CONTACT INFORMATION = N o O O PROPOSED SAND AND GREASE TRAP z EXISTING VERTICAL CURB o O EXISTING SAND AND GREASE TRAP 4 ENGINEER DEVELOPER SURVEYOR EXISTING ROLLED CURB ` ®2645 PROPOSED 5'CONTOUR PROPOSED DROP INLET CIVIL INNOVATIONS, PLLC DEVCO, LLC IDAHO SURVEY GROUP, LLC EXISTING DROP INLET CONTACT:BEN THOMAS CONTACT: LAREN BAILEY CONTACT:CODY MCCAMMON 2644 PROPOSED 1'CONTOUR SD PROPOSED STORM DRAIN LINE AND MANHOLE 1043 E.PARK BLVD.STE 100 810 E.CENTRAL LANE,STE.120 9955 W.EMERALD ST. 2645- - EXISTING 5'CONTOUR - - BOISE,IDAHO 83712 MERIDIAN,IDAHO 83642 BOISE,ID 83704 SD EXISTING STORM DRAIN LINE AND MANHOLE PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)846-8570 ----2644---- EXISTING 1'CONTOUR EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:CODYM@IDAHOSURVEY.COM DRAINAGE SWALE -� PROPOSED STREET SIGN GRAVITY IRRIGATION PLAN LEGEND SHEET PE.103 SHEET PE.104 _7T_ EXISTING STREET SIGN GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX PROPOSED STREET LIGHT - GIRR - EXISTING GRAVITY IRRIGATION LINE PRELIMINARY PLAT DATA EXISTING STREET LIGHT PRESSURE IRRIGATION PLAN LEGEND 5 CD DIRECTION OF SURFACE FLOW TOTAL ACRES 87.40 AC y PIRR— PROPOSED PRESSURE IRRIGATION LINE AND VALVE PROPOSED TYPE III BARACADE 1/4 SEC.5 PUBLIC RIGHT-OF-WAY 18.89 AC 21.61% PROPOSED TYPE II BARACADES -��-PIRR-- EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE SEC.6 SEC.5 E.COLUMBIA ROAD RESIDENTIAL LOT AREA 47.66 AC 54.53% LU PIRR PROPOSED CONCRETE THRUST BLOCK SEC.7 SEC.8 COMMON LOT AREA 20.85 AC 23.86%- SEC.8 = LU BARACADE 0 CD-�--PIRR-- EXISTING PRESSURE IRRIGATION LINE AND VALVE TOTAL LOTS 551 in Q z 0 z SINGLE FAMILY LOTS 506 � Z � COMMON LOTS 45 Q w w CD QUALIFIED OPEN SPACE CALCULATION ccf) - - OPEN SPACES 18.22 AC LU w COLLECTOR BUFFER 0.54 AC O ARTERIAL BUFFER(1/2 OF TOTAL) 0.30 AC W U TOTAL QUALIFIED OPEN SPACE 19.06 AC QUALIFIED OPEN SPACE PERCENTAGE 21.81% WATER PLAN LEGEND EXISTING UTILITY LEGEND ZONING �W PROPOSED WATER LINE AND VALVE EXISTING SIGN -�-W- EXISTING WATER LINE AND VALVE 0:::: EXISTING LIGHT POLE /\ � VICINITY AND SHEET KEY MAP EXISTING: RUT PROPOSED: R-15 AND R-8 y PROPOSED DOUBLE WATER METER SERVICE LINE ® SCALE: 1" = 250'-0"HORIZONTAL MINIMUM LOT SIZE(SF) PROPOSED SINGLE WATER METER SERVICE LINE ® EXISTING MONITORING WELL SINGLE FAMILY 3,040 SF Ir 375 250 125 0 250 500 EXISTING TELEPHONE RISER AVERAGE LOT SIZE EXISTING DOUBLE WATER METER SERVICE LINE CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET SINGLE FAMILY 4,103 SF EXISTING SINGLE WATER METER SERVICE LINE © EXISTING CABLE TV RISER NORTH RESIDENTIAL GROSS DENSITY(Du/Ac) 5.79 PROPOSED FIRE HYDRANT ❑U EXISTING UNDERGROUND UTILITY BOX EXISTING FIRE HYDRANT © EXISTING GAS MARKER SITE AMENITIES ® PROPOSED CONCRETE THRUST BLOCK EXISTING POWER TRANSFORMER SWIMMING POOL FACILITY, PLAYGROUND, PICNIC GAZEBO, PATHWAYS, TOT LOT, PLAZA SITTING PROJECT NO. 26 0309 SS ® EXISTING CONCRETE THRUST BLOCK © EXISTING POWER JUNCTION BOX AREA,AND DOG PARKS. SEWER PLAN LEGEND © EXISTING POWER MANHOLE DWG FILE PEA00 SC SERVICE CONNECTION 0 EXISTING WATER MANHOLE DESIGNED BY BT DRAWN BY JTA SL SERVICE LENGTH 10 EXISTING IRRIGATION CONTROL VALVE BOX CHECKED BY BT SI SERVICE INVERT ELEVATION iv EXISTING PRESSURE IRRIGATION VALVE ISSUE DATE 04/08/26 10 T SS PROPOSED SEWER LINE AND STATION EIJI EXISTING POWER VAULT HORIZ.SCALE AS SHOWN SS PROPOSED SANITARY SEWER LINE AND MANHOLE - - - - - ucP - EXISTING UNDERGROUND POWER LINE VERT.SCALE AS SHOWN SS PROPOSED SANITARY SEWER LINE AND SERVICE - - - - - cas - EXISTING GAS LINE --O--SS-- EXISTING SEWER LINE AND MANHOLE - - ucT EXISTING UNDERGROUND TELEPHONE LINE PEol 0 0 SS-- EXISTING SEWER LINE AND SERVICE SHEET 1 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-COVER.dwg - . LU i-i ����� SEWER PLAN I I II II H 04 o EXISTING AP X SOUTHEAST SUBD.NO.3 EXISTING APEX SOUTHEAST SUBD.N0.3 r,/ - 1 I III I I ,;, SCALE: 1 - 60'-0 HORIZONTAL ( PIRR T PI6� PIRR PIRR PIRR PIRR PIRR PIR LU - PIRR - - - PIRR PIRR - - PI R - - - - PIRR PIRR PIR PIRR �- LL d- T- .:I 90 60 30 0 60 120 'I IIII 3 ' __ -- - -- -- - _ - - _ - -®- __ __ -- -_ - _- -- - ��/ \\ - -_ _ ----_ -_- -- - - --_ -- ----- --- -- - �=_ � _ _ a - - -__�� � - - -___� -, -- __ _ _ - - - - - _ _- -_- - ____- - CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET - - - _ - TOE _ - - IS 282739. EXISTING E. VIA ROBERTO LANE _2740 - 2741�" - - - - W - - - ® w�NORTH-E__, D _ _ _ - E.VIA ROBERTO LANE EG - - - - - - - � � - 55 , -CP&F INST.NO.2025081540 - _ - - 'gym � EXIST.SSMH A-5 ` _ _11 1'3 _ 2�39. 14_ 15 0 11 12T0�- SECTION6ECTION5` \ - �� - - _ _ - - - - - - - ---- ------------------------ ---------------------------- ------------------------- ------------------------------------------------------------- -------------------------------------- \ ---------------------- ----------------------------------------------------------- - ---------------------------- -- ---- -------' r _ EXIST SSMH A-6 _ _ \ // \ �� - � - - - - - - - - - - - _ _ _ _ _ _ _ STA12+06.17 -� - ' GIRR c��3 GIRR GIRR GIRR GIRR' GIRR GIRR GIRR �O- - - - GIRR - - - - - GIRR - - - - - GIRR -_- GIRR - - - - - GIRR - - - GIRR --- - - - - T uS/ -�hRR`- �2R- IRS I � 9\ \ _ - 2739 - ( _ 741- _ 742 I III - - - - - - - - - - 2 2 I 1 - /2739- - - ■� \ \ 0 4 PIRR- � J I I I I (PIRR PIRS T - IRR PIRR T PIR(2 PIRR �- PIRR T I I I PIRRi PIRR RR PIRR PIRR PIRR 2737- -273900 T 3 II l I nl d II �/ I I \r \ I \ III Z � _ 18 17 �6 15 14 12 BLOCK 10 9 III O o ti �Co o 1 I 1 I I III I I I I I III /III II I°I I I / I � � cn m 1 I 1 I III 111� j I I \ 4,235 SF 4,038 SF 4,038 SF 4,038 SF 4,038 SF 4,013 F 4,038 SF 4,038 SF 4,038 SF 4,038 SF 4, SF > op w � I o II SSMH 95 \ SSMH 96 rssill Q m o EXIST.SSCO 2 ° `� - c� - LU - ` - - - _ _ _ _ _ _ _ _ + - - - 2739- - - - - - - 2738- -1 IT 10+88.17 z I STA 11+14.�1 STA 14+84.87 STA 1 ' Q N - - - - - - - - - F' - - - - - - - - - - - - - - - - - 1 0 m z 3 _ _ \ - -f - -� , \ - S89°52'50"E 41.14' + 1 E.HADLER DR. / o - w w - w w w w �� - T w w w w •w • w 1 - == - - - / - __ - EXISTING E. HADLER DR. _ - } - 3g��--�- L_ _ - - - - - - - - - - - - - - - - - - - - - - I I ss � 55 � 5 - L - Bs �- - - L ss 2j7,F7s 27 GG GS 55 =�� � EXISTING E. HADLER DR. _ §5 - �5_ �{, s ss s ss i m T IIII 1 h IIII I III /// _�_ _ _� � - - � - - I - -I- - I - � -_� 738� � - I g 273 10 �_ 11 � 12 13 14 I I � II I l o -2739 - EXIST.SSMH 8- STA 10+00.00 1 1 3 1 II II Ili 1 L_ - } 11 II IIIII; - wit 1 3 o 51 ' 50 49 48 46 45 44 43 42 41 40 39 383 a (op3,698 SF 3,148 SF \3,152 SF 3,152 SF 1147 52 SF 3,152 SF 3,152 SF 3,152 SF 3,152 SF 3,152 SF 3,152 SF 3,152 SF 3,152 SF 3,152 F 3,1 F 3,34 II I II IIVIII i III I�l IIII I II I I I l� ` III I l i I �I IIIII; I I� \ - III IIII li / II IIII / II � - - - - - - - o /, �� /'� - - vv 1 d IIII / _ _ _ _ _ A 2739 S44 52 50 E 9.87 _ __ PIR P R PIR PIR IRR 3 IIIIII r PIRR\ PI R PIRR PIRR PIRR PIRR / PIRR PIRR PIR PIRR -�2�"'RRG` RP RR = ////\ / y NOfI°C 2'C o��1/11 107•(1(1' w U.7 J J VY .7.7 o 38 1 3 _ _ - - �� _ - - - \ - EXISTING HADLER 11�1 IIII °z _ - - - _ --- -_-_ _ _- \ -- _ _ _ _ i \ \ // - SUBDIVISION NO.2 II rt1 IIIIII N- II = - - - - _ / _ 1 � O I \ PIRR PIRR y _ \ \ EXISTING HADLER < / / \ - /// y/ /// N0007'10"E 63.47' 8 IIIII - �z - SUBDIVISION NO.1 7// / /// vvv 25 26 27 28 29 30 31 32 IIII v1 _ vv / vv 3,4 i� 3 IIIII x A EXISTING HADLER // // ANAL w I A - - - - -\ - - - - - - - - - - �/ / L=114.35, R=125.00 , 1 -_ of - - - - TOE - - - - \ \-_ // 1 SUBDIVISION NO.2 /�/ / EG - ED - 2740- III III I I PIR T (PIRR T PIRR I- -T PRR -_7 PIRR '�j PIRR T PIRR \ \ J/ ^ -� �I QQ' / /�Q- / SSMH 85 � STA 1i18+94.53 EG E III 1 EXISTING HADLER I III I \ \ / y J I a / STA 13+88.33 III 1 III I� Ili -� - SUBDIVISION NO.1 - I \ \ \ \ \ J l/E �f ��� / \///� / c / / t G - EG _ T STA 1 O+OO.00 = TOEEG \ /(1///�1�1y1//�/ 1yM'` V I EXISTIN HADLER V lv / / ii e - - _ - \\ ( / SSMH 86 i O 1 - 13W S. 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SUBDIVI ION N0.2 // �/ / ( W J I \ - � - - - _ E S G E 0 E DR. \ / //// /// / / �� 3,286SF J \3,436SF w w o - - - - = = se - 55 - - - � - -� - -� � o / i � oz \ - - \ < m cc CD e � - � Q m z > 25 6 III zQo 1I\/ \ / /// // // 3,247 SF s� W z I > r 273g, \\ \ \O - / / / e 9� / \ 2- 264 SF I{ zo z -CD w� I \ \ �� \� \ -� 2740 3 28 SF W p IIIII _ 2737_ I f I I z PII r EXISTING HADLER 1 II 111 w 1 1 EXISTING HADLER \ - /// �' / // 4 II EXIST.SSMH 3 S BDIVISION N .2 X w 9 SUBDIVISION NO.2 \ \ \� \ w \ \ MO 1 3,248 SF 15 \ \ o 0 0 o z 11 1 P w / ss v - ° // / / /, 48 SF 3 3,� 3 SF E Li STA 9+55.89 I N III I \ / \ \ � , / / 1✓ 3,200 SF SSMH 90 o W m > 23 STA 11+20.93-2740 WLU 3,248SF 4 / 4 aoz w SF y / c 3 200 S - - - 3,646 SF - - o � o / i Exlsr.ssco � 1 � III _ - - - - - STA 10+00.00 = _ PIRR J = PIRR= -(PIRR - PS89°52'36"E 676.21' F_I - -I- - PIRR - _ = RR - - - �o / \ / // / �� 1 22 F ° 3Q - _= - - z m LU L_ J x z - - - v \ 3, 8 S �- J PIRR '��-PIRR 7 \ PIRR PIRR - - - �_ �1[t-R PIRR \ \ /m 5 y Q. 3 \ I O CC II - -•- _- -�� -��__- - TOE \_ -SSMH 6 E _ - } EG- - - - EG - _ -TOE - _ �J \ pRR \ / / 3 48 SF / �* 1 3 2(�0 F ;�3 3,495 SF J II - EG - - - - - ED 10,679SF- EG - - - - t- - - - _ _ \R \ � //// / 1 21 W Qo f III s -STA 14+90.09• - - - - - q \ \ / ED = - - - - - - -- STA 10+00.00-- _-_- - EG•}.. _ - EG - ;SSMH 7 En // 248 SF 6 Z W w ° _ _ - _ oe -w_ _ STA 16+73.95 \�\ \ \ 48 SF x o I{p 5 8g 1 SSMH 91 3,200 SF III y 4,185 SF ~ z \� !/ 5 2� m STA 12+76.69 om �l - - - - - - - - I \ERR S3 r6"- /° / /� 3,24 SF II.w - - - - - - - --- --E. SUMMERLIN DR. - -�- - --- - - - _ - - _ - - - -- - \\\o� F 342 / EXISTING H IDLER 7 SSMI Ii ss ss ss Iss ss �� ss h ss ,\ AEG\ \ 09, SUBDIVISI NO. // 48 SF / \ \ e \ / a 3,200 SF ill 10 - �\ / II 11 12 13 14 15 16 / �� °tip\ \ \ B�06K 1�\ PRe \ / /� / 19 1 III STA 1 of 1 /� - - - 3,248 SF 1 �. 15;969 SF \ \\ �R� L=75.80, R=50.00 / \ 8 -- - w w I• SSMH 5 ° / 3 I \ oyp \ \ Fc \ 48 OF 3,200 SF / _ 14 - 1 SSMH 1 / \I -� \� � // \ / I • �, E.CLOUDCROFT ST.- + PRE PIRR STA 13+73.97 -- - - IRR \\ \ II STA 10+67.38 y \ / / / � \ \ \ \ \ \T R9 18 1 � / ss - - d y 3,248 SF �L y STA 10+00.00 --- i -- / � \ \ \ fp \�fc _ - y 1 � III jI : 150� / �S .SSMH 8 °tip \ \ \ TOE ' 1 SF 3 1 c 3,200 SF III ' / / \ STA 18+50.68 \ 2� - / <oE SSMH 87 17 SSMH 62 - PIRR � PIRR LLI r8 \ / BLOCK 1 I La / °"p \ E 10 BL STA 14+29.97 1 \ ` ` °' - STA 17+93.79 / 3,248 SF 1 / 274 1_ III / -A / / v BLOCK 18 3,200 SF 9// 7 6 5 4 3 2 W 3 / 10 9 \ 3 11 16 �� 5�299 SF 4,256 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,968 SF / W / 4,286 SF 4 39�SF \ 4,712 S� \ \ 6,518 SF �b 3,248 SF / 11, - 2 3 4 5 CD PIRR 3,286 SF 3,040 SF 3,040 SF 3,040 SF 3,1 COD Ili L_:I v v✓ y / / / � v 10 SSMH 88 1 3,200 SF raj I SF STA 18+36.91 �� SEEN 15 �� y N -� 1NN 11 10 8 7 9 3,472 SF \ \ \ 453 OF 12 / SEEN Ili 1 I;I 5,083 SF '° . _• --- ----- 0IF 4,410 SF "� F\\ SF.•. ... . , _ , 0 \ •° 9 4'1 aiq 3,200 � � O 3 III C w _ w / w BLOCK 5 \\ 3 472 S R \ \ 1 / III PIRR PIR Q ss 12 E. HILLSGATS ST. 11 10 SS / '\ 11 \ ��° o� ss \ 14 2, 13 - 19,690 SF \ SSMH 89 \ �°' F,si 3,400 SF m J .°. 0 4,171 SF o _ 61 STA 1 + MMgsP � 27g2 , 4,593 SF �3 9 30.39\ 1 CA z Ili i7 :I a 7 3,472�SF SSMH 93 ,rr III - Z pLU N IIII SSMH 26 SSMH 25 SSMH 37 STA 11+89.48 y/, it 3,198SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,1 w it STA 12+68.21 STA 11+75.19-- STA 11+35.01 + \ 17 ro To Q �, / SSMH 94 ;o I 12 STA 10+00.00 / SSMH 38 5 ° 3 689 SF \ \ 11 \ 12 Ss\ W STA 10+43.00 \ \ LU w r 4,112 SF / STA 11+74.64 '" 3,906 SF 12 p \ \\\� 2ft0 SF 400 SF - \ III 4,400 SF �Q \i\\ \ - \ \, r W 8 9 10 11 12 13 / 1'5 16 \ � t3 o CC 14,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF 4 000 SF 4,000 SF 1 <1 \ \\ �\ 31200 SF 1 / O \ \ ° 14 SSMH 92 o m w w ti III : 13 SSMH 27 / 4 2,4683 SF ., ��� '� \\� 3,200 SF \ - ii 15 - - 4,100 SF - 3,895 S ( � �► \ \\ 15 STA 15+36.22 ss ssI - STA 13+28.06 / N R. 5,89 SF S v \ \\\ 3,200 SF 16 o PIRR PIRR PIRR PIRR OC PIR \\ \ \ STA 10+00.00 III ay - - 7 - 14 / 17 \ 3,200 SF • ° I "' � i \ F \ _ � ° SSMH 57 STA 14+15.79 03P 671 SF 3 I ° .� 10\ \ \ 3,2�SF I _ STA 15+01.40 SSMH 5- y IIII 14 5,319 SF - 3-S�F y i SSMH 9 3,368 SF 18 1 - - STA 10+00.00 4,100 SF I , DOG � � 14 STA 21+42.21 9 \ \ \ 1 II I 1 PARK 6,315 SF 3,200 SF 21- - _ - li STA 10+00.00 3?00 SF 8 ( �\ R\ \ 1 19 3,400, � •I`• - - - - - /- - - - - _ _ \'� 3,200 SF 1 �\\ \ 3,617 SF I I I 6 5 �4 3 2 1 19 - 18 3 \ , W 7 \ 10 1 i15 4,000 SF 4,000 SF 4,00(�SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF000 S� 3,895 SF �� / r \ 3,200 SF �� \�\ \ 22 4,644 SF 4,4 y (1 -4,wo.ter ED E° ED - 6 Q ° \ 2 F \_- - ED = _ ED _SSMH 41 = _ ED ED - SSMH 42 - / \\ \\ 3, 0 S \ ��; '� � 3,200 SF � \ 3 I - - _ -- - - - - - _ _ _�B \ LU 0 --_ - _ _ - - _ _ _ - =STA 12+43.00== =T°� - - - STA 14+25.30_ _ STA 10+00.00 - _ � 15 22 I� `� 5 \ �\\ � \ I � \ � SSMH 2 V `� ' v 3,789 SF v v v a �� b _ \\ 23 3 6 - - - 1\ 16,843 F. \ 4 0 - - / S(/ 'Oa 2744� 3,200 SF � \ STA 14+67.38-TQB-E� F/ �' 4,053�F - 55 , \ �j 4,338 SF 1 ° 9 r _ F SSMH 58 z 638 PROJECT NO. 26-0309-SS -- - - - - - - - - - - - - - - \ a1 R w ( \ \ 99\ \ III ear - E.AMBERVALE ST. (W) w w ` w \ SSMH 22 / 9 \\\� \ I STA 11+50.45- W so so o I � s� \ \ SS 23 = DWG FILE PE.101 \ STA 11+41.51 �� 4,8 'SF \\\\ \ 24 IIII I. 13 ;14 -'_ \ \ \ W 1 \\\ 3,368 SF -y DESIGNED BY BT � wwww wwwww �� °www �L � ww w r - - - wwwwwwwwwww wwwwwwwwwwQwwww ww �f� w � w � wwww wwwwww \ww w www www �I I w w www w III 4,100 SF 2j SSMH 28 2 7 F - 2 PFRR \ \ \ ss \ 2 \ ° \\ MAC LINE-SEE SHEET PEAU4 =_- DRAWN BY JTA MATCH LINE-SEE o I� i I �9 � STA 15+35.31 PIRR -- PIRR SSMH 39 � \ / \ `\ ,813 SF \ SHEET PEA 03 I I I L 11 o � vv v V i v N \ 3 STA 10+00.00 BLOCK 4 34 0 \ \ \ 16 \ \ \ \ \� J \ 8 4,1f CHECKED BY BT I BLOCK 1 - STA 14+51.96 ui 4,085 SF \ `Fo�4,726 SF \ 4,505 SF c\I 18 L'' 3,00 SF 3,4 0 SF 3,400 SF 3 0 SF a SSMH 23 / \ O \ 3,9 8 SF ISSUE DATE 04/08/26 4,100 SF 1 N a � STA 11+85.12 \ O DOG PARK �jQ a \ \ F \ �° HORIZ.SCALE AS SHOWN IIII - cu Q z \ 33 17 \ O o \ \ \ \\\\ ' VERT.SCALE AS SHOWN ca 23 3 0 23 3 z \ o`� \ o o p \ \ \ \ - - 3,895 SF 3,953 SF 1 \ O O � \\ \ C Lu 3,200 SF 3,200 SF 3 3,200 SF 3,200 SF oe \ Eo to \ O SSMH 10 \ \ \ ti N 19 d oe y N \ \ oo O o O 1 STA 24+54.00 �s 20 z. 4,100 SF 3 22 4 3 - �\ O 2�777 SF \ PEml 01 z a CL a \ \ POOL HOUSE O ;,r ,\pit I I ti H ti -� FACILITIES o O \ I . 22 4 __ .,. _ o I \ \ ss�� SHEET 2 OF 10 D:\Civil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PLAN.dwg SUBD.NO.3 W ��\ /\ SEWER PLAN SCALE: 1" = 60'-0"HORIZONTAL PIR - - - - PIRR - - - PIRR - - - - PIR - - - - - PIRR W I 90 60 30 0 60 120 - - - -_- - - - - _-_ _-_ _-_-_ -_-_ _ SSMH 47 SSMH 49 a - - - - - - - SSMH48 LLU \_ STA 15+38.45 STA 22+04.24 CIVIL INNOVATIONS 2741-`"- - - - - `" - - - - - '" '\" w I w w w w w w STA 18+72.74 w w w w w w w w NORTH-w HORIZONTAL SCALE IN FEET _S89°52'50"E 1431.11' E.VIA ROBERTO LANE W \ E.VIA ROBERTO LANE 55 -T - �5- SS �� 9 10 - 11 ,��� 13 -11 i 2� 14 15 16 17 18 19 20 211 22 23 24 25 EXIST.SSMH A-5 - _ _ _ `L _ 39- � - _- - - - - -STA 10+00.00 - II INST.NO.2023045845 ---------------------------- --------------------------- ------------- r. - - - - - - - - SSMH A-6- ------------------- - - - - - - - - - - - - - - - c EXIST - - - - �� - - - - _ T - - - - --� - -STA 12+06.17 - - -- - �_= - _ T�L - - -- '� - T - - - °� �' - __�- _ - - - - - - - - - - __ SSMH50 SECTION5 - - - - - - - - - - --- - - _ - - - - - - -_ - - -_ _�_ - - STA25+35.74, - C1/4 GI RR GIRR GIRR __-GIRR -�,Rff _- 2142 _ / - - 2739- - � _ _ _ _ � _ __ - t �I TO - =2738- /27 ~ _ - , - - TOB TOB - - - - 70e - - - PIRR =_- - PI IRR- �J- - PIRR PIRR PIRR PIRR PIRR -- -- GIRR- PIRR RR PIR PIRR PIRR y � T T L// CID Iill / �� - I Z L00 J BLOCK 17 IIII r cn N , LU 18 17 16 15 14 1 12 11 10 9 7 6 5 4 3 2 1 F BLOCK 16 3 / 5 6 7 8 9 10 II o m °�° o 4,235 SF 4,038 SF 4,038 SF 4,038 SF 4,038 SF 4,038 3F 4,038 SF 4,038 SF 4,038 SF 4,038 SF 4,~ SF 038 SF 4,038 SF 4,038 SF 4,038 SF 4,038 SF �203 SF \ 4,332 SF 4,161 SF 4,161 3� 4,161 SF 4,161 SF/ 4,161 SF 4,161 SF 4,161�F 4,161 SF 11 12 13 14 J °O I i� I SSMH 95 - \ SSMH 96 III SSMH 81 SSMH 80 o o °-' o o / I _ N / 4,377 SF 4,789 SF 4,786 SF 4,996 SF - - - - - 2738- ILL V EXIST.SSCO 2oo II STA 11+14.61 \ STA 14+84.87 IIIII STA 13+46.66 STA 12+45.50 I \ \ / SSMH 71 I IIII = w . c STA 110+88.17 z ■ TA IIII w m o .3 - - - - - - - - - - - - STA 10+00.00 / S 14+46 72 i \ / / SSMH 72 O -W W STA 14+68.48 ch = 3 EXISTING E. HADLER R. S89°52'50"E 41.14- -1 w E. HADLER DR. - w / - -w - - - .w - " - - w - - / - --w/- - - - w - -- - - - w w w w w III I o - 55 S SS S SS 13 12- 11 10 -- - - - - - -E.HADLER DR. 9 2�3 10 11 12 13 14 s sg �1� ss s� ss SD ss s° s�SD - - ss -- - ` s - - - o T O0 10� 11� 12 --TI -- 13 14 2,858SF NI 1 SSMH 70 SSMH 73 III _ 54 fi 5 SF- STA 12+45.23 1 o STA 15+00.77 4 838 SF _ = PIRR PIF o=\ PIRR a 16 - -EXIST.SSMH 8 I I I O z,Q '' \ p/ I I PIRR PIRR y \ ^, SSMH 51 \ i 3 STA 10+00.00 ,s STA 10+00.00 o 2�39 - - 4 N\'i BLOCK 14 $. 4,358 SF rn ���LQCK 13 STA 11+88.50� -- w / \ 1 - I� I I ��> A STA 10+00.00 30 2 , -2741- 4 o 51/ 50 49 48 46 45 44 43 42 41 40 39 38 a 36 30i�_ 481 SF ° 3,451 SF 3,502 SF 3,438 SF , -12 23148SF 3 152SF 3152 SF 1147 52 SF 1 2 F 3 6 SF3 5 S 3152 SF 3152 SF 3 152 SF 3152 SF 3152 SF 3 152 SF 3152 SF 3152 F 1 F,983, 3,349 SF\� � 4,344 SF 4,337 SF g o Ld 17 _ I 29 ° 3 29 3 4,100 SF IIIII I PIR PI`ZR PIR III / r oe 3,248 SF 3,248 SF 3 3,294 SF 3,236 SF -� PIR IRR - S44 5250E 9.87 - RR PIRR / ` / ' ° $ v 4,142 SF 4,139 SF - - -2�3 - TtNG1iADtER ��/ // i N89 52 50 W 107.99 �1 18 EXISTING HADLER ' �o SF y 2 3,2248 SP N 3,248 SF 3,292 8SF 3,236 SF :� 4,100 SF III I SUBDIVISION N0.2 - BLOCK 15 �I I / I 10 4 NO°07'1WE 63.47' 8 ( + - _ _ 27 �` 5 91 5 4,142SF 4,142 SF _ I 25 26 27 28 29 30 31 32 4 3 -3 248 SF 3,248 SF 3,291 SF 3,236 SF N LU 19 0 _- - \\ 3A 1 SF 3 y 4,100 SF - _ EXISTING HADLER // / / L=114.35', R=125.00' - - GE - - - - _ �� ya �_ -Tom=== =� XQNAL SUBDIVISION No.2 �/ SSMH 85 EG - - - EG - - - - - - 2740- SSMH 84 26 - 6 26 6 c _ p� / 1J / { /s� i STA 11+94.53 EG - - - - EG 3,248 SF ° 3,248 SF 3,289 SF 3,236 SF 9 5 I,s J ��� CIS f / / 3 e� STA 13+88.33 - EG - - - EG - - Q Ny 4,142 SF 4,145 SF z EG - = STA 10+00.00 - EG a �C 20 �� T TOE 4,100 SF VW a 25 7 vs �' I 62 ��L3,�8 SF 3,2 8 SF T N a 3,287 SF 3,236 SF III SSMH 74 III p i e \ G/ .� I / SSMH 86 E/ °� � _ - 13 -S.GLENMOUNT WAY---12- - - - -11 -- � - - 10 � \ 8 6 i �' `f�DA� � - vs STA 17+07.16 - I STA 14+38.92 �a ss � � I o s s 4,344 SF 4,350 SF 21 T b \ 8 24 8 4,105 SF 3,285 SF - 3,23fj SF PIRR SSMH 8 24$ v 3,248 SF SSMH 79 �� / STA 12+44.00 \ \ a / 7 5,579 SF / STA 12+70.18 IIIII / STA 10+00.00 9 23 / 9 22 IIII ` 3 / / / /, 51 SF BLOCK 11 i 3 �� T/ 3,248 SF I - 3,248-SF 3,283 SF - - 3,226 SF- - - - - - - - / / �/ / / o SSMH 52 4,504 SF , oLU 1 / °r o'er r - II E.AERIS ST.- -SSMH 78 \ i a // 26 8,044 SF ( 7 r/ ; \ 1 STA 14+77.93 'sa ss \ I� 3,286 SF - J \3,436 SF V N 22 10 _ N w w / / PI �I c \ 3,248 SF T 22 10 10 11 2 STA 12+35.61 d \ / / / z CD o 48 SF I I 6 I I I 3,248 SF E° 3,281 SF / 3,236 SF 23 N 2-1 m ¢Q o O ~ 25 II I//o = a 5,110 SF / I v i co z > Q ° y Lfl z 6 SSMH 75 0 I N 3,247 SF a 2 ,264 SF N IIy /J// 3 3 - SSMH 77 25 rn w z z SF / I ° J / \ 21 - 11 21 \ 11 STA 13+05.10 66 S N o z 2740- ` 3 8 SF m I //////� y 3248 SF , / 3,248 SF 3,279 SF \ 3,236 SF STA 10+00.00 STA 12+00.39 / C.0 a o 24 �� /// I y 1 BLOCK 16 - / o � E5 <n 3,248 SF ��5 �B/ 29 28 27 26 4 - - 5. W o z SF 3 3, 3 SF- r� /� , 20 12 - - 20 �2 4,182 SF 3,987 SF 3,987 SF 4,200 SF x o / �✓ 3,200 SF SSMH 90 �' / 3,278 SF - -2141- 3,236 SF 911 SF ,� v w � 3,248 SF 3,248 SF - - - _ - - p� o w F- > a LU 23 STA 11+20.93 2740 - / - o m W or 3,248 SF v o z o U) o /48 SF y / ' `e 4 - -/ - _ -8 SF - - _ - -� - I�q _z _co -3 - 19 13 - PIRR cn y � LU = zo 0 3DD SF- ' - - - 1 lfL - PIR PIRR - - E p U /,1� o \ - - -_ -woe - o� T741� off-_ - ZES1= oe - - -�� - _ _ - - - = Toe =_ -_- _ _ - �- z �\ / o / 22 o Q J_ -�\ - - \_ o - - =�o�� -oe - o� ��- - oe - - e=_ - -_ '\ oe T==oe =2742- III ,y w / 3,248 SF - 3' _= �� z m � S �N, � - BLOCK �� N 6,916SF I a 3,290 F 3 3,495 SF 1 18 14 18 114 SSMH 76 ~ z _t 228 SF 21,086 SF y 3,248 SF 3,248 SF 3,274 SF 4,236 SF STA 14+78.62 III I of I � f� w Q o 6 - 2 BLOCK 13 BILOCK 14 31 32 33 34 35 I I I IIII = v0 ~ b SSMH 91 3,200 SF III 5 4,185 SF ~ z 21 STA 12+76.69 17 15 3 17 I 15 3 4,182 SF 3,987 SF 3,987 SF 4,198 SF 809 F 37 III EXISTING H DLER / // / /�4 3,24SF 4 PIRR 3,451 SF 3,451 SF 3,477 SF 13,438 SF - ,\ 5,122 SF IIII I / SUBDIVISI NO.2 / 48 SF 7 / SSMH 83 \ _ _ PIRR PIRR - SSMH 64 SSMH 65 IIII / / 3 3,200 SF PIRR STA 14+38.93 I I IIIII 19 \ STA 14+81.27 16 4,350 SF N 16 4,816 SF I I STA 14+77.73 IIII / \ - - - 3,248 SF \ '� III / L=75.80', R=50.00' / - 38 III o / / 48SF \ � 8 M / -- - 11 •w• � .. w w - .,w: •.� • . aw , � \\\.. ..w .•w . .w �'� . w 5,120SF IIIIII IIII / 18 \ 3,200 SF I - - - - --- - - - - - - - - - - 14 -E.,CLOUDCROFTST.--�13_ __12_ _ - --11__ _ - - _io - - / ss 3,248 SF ' \ �_ _ 10 11 12 ..13 14 _ IIIII IIIII - °\ SF 5 c¢ 3,200 SF 5 ° �\ 39 - OE 1 s / / 4,434 SF - - 17 - I / SSMH 3 e SS 5 SSMH 62 - _ _ _ - SSMH 61 SSMH 63 � SSMH 66 III STA 17+93.79 3,248 SF 10 STA 14+29.97 274 STA 12+45.50 / - -STA 17+25.58 STA 12+44.26 J / ° " STA 15+02.81 III/I oh BLOCK 18 3,200 SF BIL / STA 10+00.00 / - III \ 6,518 SF �� 3,48 SF / I 11, - 2 3 4 5 6 7 8 9 10 11 12 13 44 2 3 4 5 6 7 8 9 10 11 /12 13 4,1020SF IIIII O 11 3,286 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF SF 3,225 SF 3,0140 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF /3,040 SF 3,230 SF 5, IIII \ \ \ 4 10SF SSM 88+36.91 3,200 SF �a \ \ / / r y III \ \\ \\ \ 15 F \q 41 F\\ 3453 SF 12 / I / 41 / IIIII° 99 \ pigy 3,200 SF 15 1 4,100 SF �-, O_ 5 �\�� / y/- \ \ _ ' / IIII PIRR PI R- PIR PIRR PIRR IPIRR = PI/ RR PIR PIRR PIRR � I o� // / \ \ 1,472 SF - M Q 7 14 2, 13 � y o \\ / III // � Q ��' 1 SSMH 89 \\ �°� / $� 3,400 SFm `� `.' 3,4762�SF STA 19+30.39'A SSMH 93 �'��:�. 1 BLOCK 9 �� = 4,100 SF / Q w r y i 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 24 23 22 21 20 19 17 16 15 - 3 +I / Z p � STA 11+89.48 r \ y/ i 'I IIIIII 3,198 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,040 SF 3,230 SF 4,079 SF 3,895 SF 3,895 SF 3,895 SF 3,895 SF 3,895 SFI- 3,895 SF 3,895 SF 3,895 SF 4,053 SF - I� / LU 3 689 SF \ ��� 11KV Q� \��\ w �� SSMH 94 �' �'vv / w 12 STA 10+43.00 T i ~ vvv� 2�0� 400 SF - - v v r 4,100 II III / W \ �\ 3,200 SF � v r VAro 14 2,46 SF ��� `21 3,200 SF _SSMH 92 - - t LII 15 ss 1 14 -� -� --13 - - - --- 12 - - - - - 11- - - -- --10� - - w - - - - w - - --E.SUMMA ST. -- - - -W--- - W --- ; W - - ioo SF IIIII II11 // 15 STA 15+36.22 o ss ss ss ss ss ss ss ss 3,200 SF 16 STA 10+00.00 \ \ - 3,200 SF - \ rF - - ° SSMH 57 SSMH 56 \ \ PIRR 10\ \ \ \ _ SSMH 54 / III IIIII / 3,2 SF I _ STA 15+01.40 -SSMH 59 SSMH 60 � 3 45 � I SSMH 9 3,368 SF \ \ � STA 14+15.79 \ SSMH 55 18 I ' - STA 19+54.58 °° °° .• �' N / I I I STA 21+42.21 9 \ \ \ - _ STA 10+00.00 \ \ STA 12+12.40 STA 12+17.10 STA 14+38.10 4,100 SF III I \�, \ STA 10+00.00 �\0 SF 8 I \\ aq\ ' 3,200 SF 19 3.400 SF STA 10+00.00 \ / _ IIII IIII I / 3,20o SF 3,sn SF 10 11 12 13 \1� 15 16 17 - 19 20 21 22 23 24/ \\ \ 4,644 SF 4,428 SF 4,428 SF 4,428 SF 4,428 S� 4,428 SF 4,428 SF 4,428 SF - 6,568 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,56g F - 46 ~ / 3,200 SF �j \\rod 22 \ \ / 4,268 SF IIIII a I \'� \ 3,200 SF ��� A� vA 3,200 SF f \\ / IIIII I \ 3,789 SF \ \\\� \ a ��A \ BLOCK 16 23 F sU \ 4 \ 'oe \\ �2744� 3,00 SF Y 4,338 SF \ °�\\\ 9y\ , I SSMH 58 _ = 638 RR P R PIR PIRR \ PIRR PIRR PIRR 39,601 SF �t IIII I PROJECT NO. 26-0309-SS 23 aQR STA 11+50.45 uU \ 2�q / I III I III I DWG FILE PEA 02 ,v w a'B��F v 3,368SF -ti vv IIIIII II I L w w DESIGNED BY BT � EN � � � � � � � � � � � �� � �T II m � � � � � � � a � � � m m � � � � � � m � � � � � � � � � � � OMMMMMM = = = = = � � � � � ��E.AMBERVALEST. (E�■ � Illli � � � � � � m � � � �I� � � � � � MATCH LINE-SEE ss \, 2 \� I P'RR --- 2 / SSMH 69 MATCH LINE-SEE DRAWN BY JTA SHEET PEA 03 � \ \ \\ 813 SF \ \� \ 8 4,1�SF 4,1264 SF 5 4 � / 3 � - -' - - - - - - CHECKED BY BT 4,505 SF 4,252 SF 4,522 SF 3 / o W Ss 1 SSMH 16 4,942 SF 2 10 a 110 Ii STA I 1+72.00 I SHEET PE.104 ISSUE DATE 04/08/26 \ 3,968 OF a DOG PARK �� 5,520 SF x 3 V �' oo TOT LOT `�� \�`� eQ \\\\ \ �Q STA 13+11.41 6,211 SF SSMH 67III I HORIZ.SCALE AS SHOWN STA 18+79.66 a III III I N VERT.SCALE AS SHOWN ® �� �\ \��� \ 10+00.00 z ° L IIII \ SSMH 10 \ Q \ 9�'' \ \ \ ° W PIRR PIR PIRR = ° III I cr 0 POOL HOUSE o o I STA 24+54.00 �s s 2�20 SF FACILITIES o I i s�13 ss PIRR IIII, III PEml 02 SHEET 3 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PLAN.dwg - - - - - \ 3,200 SIF I \� \ 3,617 SF T 6 5 �4 3 2 1 -19 18 - y 3 2 / \ 7 \� 10 1 - - 15 4,000 SF 4,000 SF 4,00 SF 4\000 SF 4,000 SF 4,000 SF 4,000 SF 000 S� / \ 3,200 SF 22 4,644 SF 4,4� y 11 41 OOZE - _ "4 _ _ _ _ _ _ - - 3,895 SF r �j \ y \ N E _ _ED SSMH 41 - SSMH 42 6 �� \\ 3 3 ED ED ED - ED \ \I \ 3,200 SF \ IE ED - ED � \\ \\ 3,2UD SF \ N - _ _ _ - - =STA 12+43.00= =T°� _ STA 14+25.30_ 5 \ \ \ a I I _ =EoSTA 10+00.00- - - - - \ 15 /, \ 3,789 SF \ \\ \� 23 oe IIII I SSMH 2 6 \ - - _ - 1� / 16,843 F, \ 4 o W $ e 2744� 3,200 SF � STA 14+67.38=T�E��Q�� 4,053�F \ / 55 \ UR,jyF w / 4,338 SF \1 99\ SSMH 58 z 9 P'R" • '� w w w w w w e �, MATCH LINE-SEE IIII = - E.AMBERVALE ST. (W) 1 a0 \\ \ STA 11+50.45- - uj so so o _ s� SSMH 22 Q \\ \ ss ss 8 o ss ss �\ �� / 23 4,8 SF \\\ 24 = MATCH LINE-SEE SHEET PE.101 IIII I \ STA 11+41.51 \ \ \ 3,368 SIF - I 3 10 11 12 13• •:14. --1 � � w 1 � \\\ � 1�3 SHEET PE.102 4,100 SF 2j SSMH 28 2 7 IF __ 2 F \ \ \ PIRR -- ro PIRR -- PIRR RR \ ,813 SF \ STA 15+35.31 SSMH 39 � � n\ •' STA 10+00.00 BLOCK 4 34 p �� ��o eo 16 \ 2 `\ \ \�\\ \ 4,505 SF 4,1< STA 14+51.96 C\i I BLOCK 1 24 24 ui 4,085 SIF ��726 SIF �i 4 1 ��\\ \ CIDw r 18 3,400 SF 3,4 0 SF ui 3,400 SF 3 0 SF W SSMH 23C%j \ / \ O \ \ 3,9 8 SF e DOG PARK 114,100 SF .°� N W Q � a STA 11+85.12 \ e \ O O TOT LOT `�j \�� aQ \\ � � T C � tit O �� \ \\ \ \\ \�\\ \ o III = N a z 33 17 0 \ \\ \ r r N z o�p v - M 23 - 3 0 23 - 3 3,895 SF - 3,953 SF 1 O 00 o p \ \ \\ w 00 W 3,200 SF 3,200 SF 3 3,200 SF 3,200 SF oe eo O SSMH 10 \ \\��R \ O F- o o yN 19 d d N opo O O 1 �s �20a __ cn N c o y 3 Z�� o o STA 24+54.00 \_ pJ 777 SF �� \ \ w r -:ZrC6 z. z 4,100 SF a y \ POOL HOUSE moo ,r" I \\ V- _�- o mCO o To I I a 22 4 "' 22 4 1 - -� FACILITIES O \ % �� > °O - 3,200 SF 3,200 SF 3,200 SF 3,200 SIF " 32 18 ` \\ ss m p o0 0 CD 3,895 SF 3,895 SF 00 � � \; \ "� Ss 12 NYC L N II III 3 I 20 eo \ , �' \ P < N �yj ":20 � I II. I 4,100 SF 21 5 21 5 y y � � ;; i \ \ O m Z III I III 3,200 SF 3,200 SF a 3,200 SF 3,200 SF / �� � � w0 / \ w O 3 i 31 19 ) Tea o 4� SSMH 11 c°6 / SSMH 15 � ZCYD CI II 3,895 SF - 3,89�SF �; e O G�� STA 25+90.74 s STA 11+47\59 T y IIII 4,100 SF 3,00 SF 3,2 0 SF 3,00 SF 3,2 0 SF 7 03Y SF Y IIII SSMH 29 1 3,8950SF 3,8950SF \ \ eQ \ y 60 \� \ 3 N 3 r� �; 23 1 �� 7,180 SF \ III STA 17+33.31 7 19 7 1 OP e 4 268 IIII Ali 2 3,200 SF 3,200 SF 3,200 SF 3,200 SF N� ��J BLOCK 6^ \ / SSMH 121 59 1 of I 4,1SF f a G O / 1 8,410 SF STA 26+70.18 18 8 18 8 29 / 21 7 $ 229,123 SIF � STA 10+00.00 _ V 2 F 3 200 SF Q - I e ✓' y 3 200 SF 3 0 SF 3 00 S 3 895 SF 3 89 � IIII 1 23 I \ 25 \ 5 �y // E ,_ E° IIII III 4,100 SF w I 4,100 SF 4,3'3 .y/ � ° j_ - 3 y 17 9 17 - 9 3,200 SF 3,200 SF 3,200 SF 3,200 SF 28 / / 22 1 ` vs I �� a / III 3,895 SF 3,895 SF 1 ! O 26 III I 4,000 SF 16 104,100 SF 24 16 10 � _ II to Iw III 3,200 SF 3,200 SF 3,200 SF 3,200 SF 27110000 -L - \ - - d 27 23 _ gOG / 4,100 SF I 3,895 SF 3,895 SF III I III 25 15 11 15 11 3 / 1 BLOCK 1 Q 3,200 SF 3,200 SF 3,200 SF 3,200 SF SSMH 40 �' �' �`L III oe 3,800 SF N SSMH 43 / STA 17+60.96 SSMH 24 4,100 SF //// 28 56 %//� BLOCK 3 BLOCK 4 BLOCK 5 STA 14+79.36 /'� /. 7,700 SF SSMH 3 I IIII I 12 14 12 26 24 STA 13+73.92 1 QI� STA 18+67.38 w cs /14 4,085 SF 4,062 SF 29 / 1 �// / / ZST� l tiL 3,026 0 SF 3,384 SF 3,384 SF 3,400 SF 3,400 SF /� 4,100 SF II M �I PIRR 775 PIRR -== PIPR 13 2,775 SF PIRR -=i= PIRR 2,554 SF \ / `5 �Io u ® / III II I -y I - --- w / e\QQ 4,100 SF 6�O�F QQ �" / // // / �I 0 6� O w w w w w w / / V �� / to G III I I _ w i �. /� � / � o�' I \ 27 - \ � - E.BLUEBELL ST.U 1 F so o � 5 T 3 800 S n V 9 II - � /}I S I SS SS •/ sg ss ss / / 1s J�� / / / / / OF 1 13 14 5 a 1 II 3 O 54 I y a a H 46 68 SF �' 0 SIF 4, 1/ / N S 4,2 � v sso / /� / P. W28 A _ ssM Sod f / 1 ` 2 ♦�/ / III 3,00 SF STA 17+02.20 // 5A I I N SSMH 30 / 'SSMH 44 '-SSMH 45 I I / 4� / � e ' /// ���j � ♦ � IIII / o STA 19+60.15 / STA 13+75.50 STA 16+67.50 / \ �,. / i /'j/ / / / LL o w III / N STA 10+00.00 - - - 53 / h� / / a L 2'" P/I oHP g `D. 6,600 SF / / / °///�♦♦� °0 F- J I 29 a 2 3 4 5 6 7 8 9 10 11 12� 13 14 15 1 -AZ -a8o"P 9- 20°"P - - -4.957 SF OOQ►'�' \ SSMH 13 / � / //%// p�� / / _ U o III III 3,800 SF 3,368 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 Sr ,290 SI- 30&S -3;20OFS 32W_S �LO��F 3,200 SF 3,200 SF 3,200 SF 3,200 SF �226 SF I I � QQ' ' STA 13+82.94 /� //��// /5 � o z - - o"P - 1 V / ✓� / �/��" / / / Z d � m o"P - y � - - - o"P - \ / / //� / / O � - o"P - �. o"P - - - - o" as o 3 "P - a� 52 / GP�P /� / / W z z 6,600 SF o - s e LU 3,OOSF \ - - -I / / // GjO � / / ° / DELU > cs' PIRR PIRR PIRR PIRR PIRR PIRR - PIR / - / o = U IIIIIII� I�Iw III / - _ - - - - - - _ _ _ _ - / / \ 6,00 SF T :' �/// /�i� // / z 31 NLU �� :/� / �j/�♦ �� / a LU o z w II I I I I I SSMH 31 �1�� ��//�i j// / ♦ /1 / o z o I III I 3 I 1 STA 21+17.35 / 0 LU m w III 11 I I SSMH 32 ///// ♦ 0/ 1 o 1 J STA 21+80.17 ae `� ///� / 1 32 41 / 5LU CO ,68 SF / 1��� /// / % / / z \ I ( 8,236 SF 2? w 5,968 SF °q \, / / // / 1 I N I6,600 SF 40 SSMH 4 h \ \ 6,000 U / 33 / 0 SF w STA 21+93.53 600 /,� I �/ '• //j / // / 1 33 w 48 -A6,534 SIF 23 39 PIRR e / 6,600 SF 6,000 SF / / / / //// /♦ ° / 1 34 / 1 4- / 34 1 v / 387,599 SF I �. 5,448 SF / 47 / 6,600 SF 37 BLOCK 6 35 SSMH 14 6,00 SF \ D�C` 6,426 SF $6 7,722 SF / / /STA 17+65.88 / // // O \\ \ \ �` 6,426 SF /SSMH 36 6,6 QQQ 1//�/` /� 1 3s STA 28+92.11 1. . �° ��/♦ / 6,600 SF pqq v / �. //i j� ♦� 1 % \\� Fo \ \\\\ \' '. 37 \ -�- tip' ' � �/ / ♦ / Cl O \ \`S99 \\ �� � °� 6,600 SF �'�� ss- 7,617 SF %�/ /% / / / 1 = \ \ \ �� \ F\\�\�\ �'� • pqq 38 SSMH 33 2 SSMH 35 y z 6,601 SF STA 27+88.53 /// Q w STA 25+52.92 44 '•/ / / / / - / / // �39 SSMH 34 / y//// /j/ /♦/ / / 1 w /8,303 SF STA 26+73.67 � .� / /�� I <° 1 9,6643 9SF // 42 �� / � ♦ // / 1 \o \ 41 9,969 SF\ ``` \\ F\\\\.. 11,558SF / a•/�/ / % O0 / wvv�� �v, ��/// , �•�ti / 1 CO) I 9>go �\�'���A4 �\\• •. '°'qq / . ::ice //����" i� ���• / / 1 o EG ED �i S toe PROJECT NO. 26-0309-SS 1 DWG FILE PEA 03 \ N87°28'39' 78.00' zc, i 1 - - 1 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT 1 W ISSUE DATE 04/08/26 l y o %\\ SEWER PLAN HORIZ.SCALE AS SHOWN IW r ? "' ® SCALE: 1" = 60'-0"HORIZONTAL 1� a VERT.SCALE AS SHOWN CP&F INST. NO.2018055172 1 W r 90 60 30 0 60 120 SECTION 6 SECTION 5 SECTION 7 41y SECTION 8 PEml 0 3 la �� CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET NORTH SHEET 4 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PLAN.dwg 3,200 SF \� \ 3,617 SF \ h w 7 \ \\ 10 11 12 13 1 15 16 17 - 19 20 // 21 22 23 2N / 3,200 SF \\ \ 22 4,644 SF 4,428 SF 4,428 SF 4,428 SF 4,428 SP` 4,428 SF 4,428 SF 4,428 SF - 6,568 SF 6,600 SIF / 6,600 SF 6,600 SF 6,600 SF 6,56/ SF - 46 III g \r° 3 \\ \ \ 9 / 4,268 SF III IIII \ \\ 3,200 SF 3,200 SF \\ W 3,7 9 SF \\ \1 \ \\ IM 23 1 a \�jQ� BLOCK 16 \ 4 \ \ 'Oe `2744� 3,200 SF W \ / y 1 IIII 1 \\ sVNj�F9t' w 4,338 SF 1 °�\\\ �qq\ �\ SSMH 58 _ z ,6 8 IRR P RR PIR PIRR \ PIRR PIRR PIRR 39,601 SF - r IIII I � aQ \\ \ II STA 11+50.45- W \ \ \2 / k I \ 7 9. ¢ = 2, MATCH LINE-SEE MATCH LINE-SEE 3 4,8 � \\\\ \ 24 \ / o •• � I I 1 I Cj SHEET PE.101 w . 1 \\\ 3,368SF -y 3 L __ W W III I SHEET PE.102 MIJ \\ ME, II PIRR �_ MEN � r � � � � � mm � � m � I = �-E.AMBERVALEST. (E)■ mij -- :a ' \ $ 4,137SF 4,1264 SF 5 4 2 a // o � SSMH 69 2q 4,505 SF 4,252 SF ° IIII I 1 1 \\\\ \ SSMH 16 4,522 SF 4 93 SF / o ' ss STA 11+72.00 2 10a ■� DOG PARK ��Q STA 13+11.41 5,520 SF 1 ee 3 o I y o 0o TOT LOT �� \ / ��\\ \ �� 6,217 SIF SSMH 67 �' a IIIII o T STA 18+79.66 I Z r p O ® \ • _ v / 10+00.00 y- _ o IIIII IIIIIII � Ow ESSM5 PIRR o20 24+ 4.00 29 � �w ; scur _ PIRR SS SS � ~ m o oo o C \4�Ap LLi N \, \o\ \ \ \`` , \ ° \ \\ ls� w 30 4,68 SF IIIII olll i m z '3 I O \ \ SSMH 17 \ S� . 0 7,695 SF 29 28 27 26 25 - III` \- O cw = 3 SSMH 15 w 7,238 SF 6,600 SF 6,600 SF 6,600 SF 6,568 SF SSMH STA 11+47.59 \ STA 14+66.74 \ N o \ _ \�00�11 STA 25+90.74 s 62\ \ / 79\ / I � 61 6,935 SF\ 63 \ sSSMH 68 4,114 SIF 7,037 SF \ 6,877 SF \ rs w - ,214� STA 20+05.96 e\PQ 23\ 1 Oy 7,1so SF\� AP 2 64 _ o 4 268 �QQ\ 6,653 SF SSMH 21 III FI STA 21+33.69 IIII 78 III I �g � \; 59 1 \ 17 BLOCK 6 N \ \ \ = SSMH 12 8,410 SF 7,000 SF - - .E. CRIMSON CLOVER DR. - - - - - - - - 4,306 SIF ' -- STA 26+70.18 II SSMH 18 y '229,123 SF y \ � � �� 1 / STA 10+00.00 ,.- •_ . . . ,' \ 1I8 ss 19 ss 20 ss / III P I \, %QQQ / T �p \ \ \ STA16+77.9125 III 4,100 SF 66 \ 75 4,321 SF 7,001 SF SSMH 20 1�r � G F G __ SSMH 19 STA 20+76.98 1 O 26 / ' \ \ ���� �� ��� �� \\ \\ \ 67 STA 17+63.34 - _ - - - o° Dui �► 4 100 SF \ / / / � \\ > _ \ 6148 SF V \ \ OO \ ♦ \ F R 7,69� -\ \ F� : �' / EG ��/ � � � \� �\ \.. - 2 - - 76 , I cNo a -�� ° ° / L=314.02, R=267.40 \ \ 71 � ' 4,531 SF - � / G� 27 5' \ �/ / /� - - - _ ♦ \ \ \ \ \ 68 69 70 6, o0'SF W 1 \ ♦ \ \ F\ \° 10,082 SF 7,731 SF 7,260 SF / 72 73 v 4,100 SF /- / G \ \ / zz- / ♦ \ Ra 7,759 SF 9,604 SF �' 1 BLOCK 1 / Oe/ \ \ \ \ \ i / ' ti T o m 28 56 a / / \ ♦ e \� - - Y- ---- --- III O 4,100 SF 44 .PQ `° //� / / ♦ \ -2744- - / s: -- \ - �y AL �1V %Q /• 1 7,700 SF L� e \ \ \♦\F\\ \\\\� \ ERR - / 4,100 SFlI/s6os♦` Toe\ \ \\Fc\� \ P,q29 6p vvFo vV - \ 9 0llllllllw �� O EG/O / °� / r\ \\ \ \\� \.. - - �• ~IIIIIIII� 74 iilliil .I / �5 //� / 1?6♦ \ \ \\\� \ _ - / I \ I I 1111 ,310 SF r V1��` ',y,�/(� / 30 I 6, O F e //// ///O ,/ / / 9y'\ ae ��- - � �� -Ec=� - - /\° I 1 O V2 \ / 4,100 SF ��, /� // / / ♦ \\ _ =1os / ♦ �v V A V Q 5s / /1 � \ ♦� r°e = ec�c- - Ec \ III ��O���� 54 -_ \ - III / Y �O 4,268SF G�' f• 6,600SF / °0j/�/ /` / \ ♦♦ ��� W 182.68' ♦♦ r° leis\ \ \ i; IIIII IIIII MIN P. S \ / 25tY,i�t� / S82 III IIII --- -- -\ ♦♦ \�^/q III � � O �a/ 6 5 SF / � //`0�0 / \ \_ - - \ `Q6 0<\\� ¢ \\ \ III / O � o SSMH 13 // / //j// �.� � c� s2\ \ \ \ \:• . : III Ww � QP STA 13+82.94 /% // // /g 3♦♦ \ \\F\Fc \ \ - / o z / 6��9� T°ec v v v vv `.. . ��°5 zo a F- m Q• // / ♦ \ \ \ \ 52 eQe / / w ¢ z 6,600 SF ♦ \ Fc \ z z 1 OU �>-, 7 �� /// /�/� / \ ♦♦ \ \ I zooms z \� �o � � � 2 Cl- / eCC LU LU •/• /' \•• / 0 /i / •//j/�/,�%/j' //1 / \ \ \\ �27¢2\\ -t _GEG CIO 46 QB c z �0 SF G aCD z � LU G - 49 \ I w J 48 6,600 SF A 47 I MO SF %L0 Z 1 I � Cl O / � 2 J C4 z Q w Z � J w W 1 / 1 W 1 1 1 --------------------------- 1 1 1 I 1 1 1 PROJECT NO. 26-0309-SS 1 DWG FILE PE.104 1 1 DESIGNED BY BT 1 DRAWN BY JTA 1 CHECKED BY BT SEWER PLAN LU "' 1 ISSUE DATE 04/08/26 CO) C* SCALE: 1" = 60'-0"HORIZONTAL WWI HORIZ.SCALE AS SHOWN z d 1 _ _ _ - _ - _ - _ - _ - - _ - _ VERT.SCALE AS SHOWN 1 90 60 30 0 60 120 v W 1 CP&F INST.NO.2018055171 SECTION 5 PlEm "I 0 CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET a `"1 1/4 SECTION 8 NORTH 4 SHEET 5 OF 10 D:\Civil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PLAN.dwg 1 SEWER PROFILES SCALE: 1" = 60'-0" HORIZONTAL 8-INCH SEWER-S. LOCUST GROVE ROAD PROFILE 2745 2745 60 30 0 60 120 ------------- HORIZONTAL SCALE IN FEET --- 6 3 0 6 12 Cj ------------- 2740 ------- -------- -------- -- - --- - -- ----------------- 2740 VERTICAL SCA ---------- ------------- - - LE IN FEET ---- �------ - EXISTING GROUND AT PIPE CENTERLINE II I n 2735 2735 y r O r 00 OL- r E � N pp o p ti 00 00 c M :0 - 2730 2730 � o � J � � m g � 0 O Y c NLLT - I 32 .14 8 V .45/° Q U) W U I � SSMH O w °o O 3 SS 3 67.38 LF 8"PVC 0.45/° 5 ° 2725 @ 396.00 LF "PVC 0. � CO(48"DIA.MANHOLE) 27Y5 � 42.11 LF 8"PVC @ 0.415% ° SSMH 3 STA= 21+93.53 o 39 .00 8" V 45/° 48"DIA.MANHOLE I ( ) RIM = 2743.88 Ir-�_- --i SSMH 2 STA= 18+67.38 8"INV OUT= 2727.45(N) _EXIST.8"PVC --- --- SSMH 1 (48"DIA.MANHOLE) RIM = 2741.78 2720 EXIST.SSMH 3 EXIST.SSCO (48"DIA.MANHOLE) STA= 14+67.38 8"INV IN = 2726.00(S) (48"DIA.MANHOLE) (TO BE REMOVED) STA= 10+67.38(N/S) RIM = 2740.42 i 8"INV OUT= 2725.90(N) 2720 STA= 9+55.89 STA= 10+00.00 STA= 10+00.00(E) 8"INV IN = 2724.10(S) RIM = 2739.18 RIM = 2739.26 RIM = 2739.41 8"INV OUT= 2724.00(N) 8"INV IN = 2721.62(S) 8"INV IN = 2721.81 (S) 8"INV IN = 2722.21 (E) 8"INV OUT- 2721.52(N) 8"INV OUT= 2721.81 (N) 8"INV IN = 2722.21 (S) 8"INV OUT= 2722.11 (N) 9+00 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 22+50 AL q�C,ZSTE�� l ` ul� 0 62 At/o�/���o 2745 8-INCH SEWER- E. SUMMERLIN DR. PROFILE 2745 ������ OP SIN P• ---------------------------- ------ --------------- - U ---------------- ------ -- ------ -------- ------ w LL� 2740 ---- ---_ - - _--- -------- 2740 � � a o __------ EXISTING GROUND AT o LU z - _ -------- ---------- ---------- ------- - ----- - -------- PIPE CENTERLINE z a o m q ---- T FINISHED GRADE AT z PIPE CENTERLINE LU z z x o z w 2735 2735 0� j 75.44 LF 8"PVC @ 0.45% o z = z m o oo o 2-1OZa- , o CD LU 2730 } CC w � z o cn N 132.75 LF 8"PVC 0. 5°° 2730 or o 0 0 307.78 LF "PVC 0. 5°° SSMH 12 `) U NZw SSMH 10 SSMH 11 (48"DIA.MANHOLE) z m 287.53 L 8" V @ .46% CC SSMH 9 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 26+70.18(NW) a z 2725 2. L "P @ .4 % 45% 172.73 LF "PVC 0. 5°° _ RIM = 2742.62 - - 2725 v N x (48"DIA.MANHOLE) STA= 24+54.00 STA= 25+90.74 STA= 10+00.00(SW/NE) J 1 .8 8 V @ SSMH 8 STA- 21+42.21 (NE/SE) RIM = 2743.33 RIM = 2743.99 1 8"INV IN = 2729.30(SE) 8"INV IN = 2730.00(SE) 8"INV IN = 2730.44(SW) 36 .97 8" V .45% SSMH 6 SSMH 7 (48"DIA.MANHOLE) STA= 10+00.00(SW) INV IN _ SSMH 5 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 18+50.68 RIM = 2740.90 8"INV OUT= 2729.20(NW) 8"INV OUT= 2729.90(NW) 8"INV OUT 272730.34 30.44 N(NW) ~ z STA= 16+73.95 RIM = 2741.41 8"INV IN = 2727.80(SE) - SSMH 1 (48"DIA.MANHOLE) STA= 14+90.09(W/E) RIM = 2739.57 8"INV IN = 2726.39(SE) 8"INV IN = 2727.80(SW) 2720 (48"DIA.MANHOLE) STA= 13+73.97 STA= 10+00.00(S) 8"INV IN = 2725.51 (SE) 8"INV OUT= 2726.29(NW) 8"INV OUT= 2727.70(NW) 2720 STA= 10+00.00(E) RIM = 2737.37 RIM = 2737.95 STA= 10+67.38(N/S) 8"INV IN = 2723.98(E) 8"INV IN = 2724.60(E) 8"INV OUT= 2725.41 (W) RIM = 2739.41 8"INV OUT= 2723.88(W) 8"INV IN = 2724.60(S) 8"INV IN = 2722.21 (E) 8"INV OUT= 2724.50(W) 8"INV IN = 2722.21 (S) 8"INV OUT= 2722.11 (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 25+00 26+00 27+00 Z Q y 0 0 m = w Q J L.L CD z °C Q � Z o LU w w 8-INCH SEWER-S.STEEPLE AVE. PROFILE 8-INCH SEWER- E.HILLSGATE ST._S.SPRINGGATE AVE. PROFILE 2740 2740 2745 2745 W ----- --- EXISTING GROUND AT PIPE CENTERLINE -------- - _- -- - �17 - - -------- -- -------- 2740--- 2740 2735 IF FINISHED GRADE AT 2735 -- - -------- PIPE CENTERLINE --- --- FINISHED GRADE AT y PIPE CENTERLINE EXISTING GROUND AT PIPE CENTERLINE 2730 2730 2735 2735 35.62 LF 8"PVC @ 0.48% 3 5.0 L 8"PV 65°° SSMH 40 2725 17 .19 2725 273. L "P 0. 5°° (48"DIA.MANHOLE) H 6 SSMH 25 2730 7DIA. STA= 17+60.96 2730 SSMH 39 PROJECT NO. 26-0309-SS (48"DIA.MANHOLE) SSMH 38 ( ) RIM = 2741.60 (48"DIA.MANHOLE) $ 28 48"DIA. MANHOLE QV (48"DIA.MANHOLE) 8"INV OUT= 2732.93(N) DWG FILE PE.105 STA= 11+75.19(N) SSMH 25 1 p1�F STA= 11+74.64 STA= 14+51.96 STA= 10+00.00(S) 13 ' - STA= 14+00.00(S) STA= 10+00.00(E/W) (48"DIA.MANHOLE) OLE) RIM = 2739.16 RIM = 2740.30 DESIGNED BY BT 2720 RIM = 2739.14 2720 STA= 10+00.00(E/W) 01 8"INV IN = 2729.62 S 8"INV IN = 2730.95 (S) RIM = 2737.95 ( ) 2725 DRAWN BY JTA 8"INV IN = 2725.48(W) STA= 11+75.19(N) RIM = 2738.89 8"INV OUT= 2730.85(N) 8"INV IN = 2724.60(E) 8"INV OUT= 2729.52(NW) 8"INV IN = 2725.48(E) RIM = 2739.14 8"INV IN = 2729.35 (SE) CHECKED BY BT 8"INV IN = 2724.60(S) 8"INV OUT= 2725.38(N) 8"INV IN = 2725.48(W) 8"INV OUT= 2729.25(W) 8"INV OUT= 2724.50(W) 8"INV IN = 2725.48(E) ISSUE DATE 04/08/26 8"INV OUT= 2725.38(N) HORIZ.SCALE AS SHOWN 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 VERT.SCALE AS SHOWN PEIA 05 SHEET 6 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PROFILES.dwg 1 SEWER PROFILES SCALE: 1" = 60'-0"HORIZONTAL 60 30 0 60 120 HORIZONTAL SCALE IN FEET 6 3 0 6 12 Q 8-INCH SEWER- E. HILLSGATE ST.-S.PIPERGATE AVE.-E.CRIMSON CLOVER DR.PROFILE-STA.9+50.00 TO STA.23+00.00 VERTICAL SCALE IN FEET 2745 2745 w 2740 --- -------- --------- ---- --- 2740 Z O -T 00 ------- __--�/ 1' -------- -------- FINISHED GRADE AT r E PIPE CENTERLINE EXISTING GROUND AT p c CO 0 2735 2735 a M O PIPE CENTERLINE J °O m p oo 0 SSMH 25 ' N (48"DIA.MANHOLE) 58.82 LF 8"PVC @ 0.46% O z 3 STA= 10+00.00(E/W) 36 .75 LF 8"PV @ 0.45% w m O 3 STA= 11+75.19(N) 53 p 5°° Z 3 2730 ° SSMH 2 RIM = 2739.14 22 .84 8" V 2730 � 8"INV IN =2725.48(W) 55.85 LF 8"PVC @ 0.47% 194.00 LF "P 5°° SSMH 30 SSMH 31 (48"DIA.MANHOLE) Z 8"INV IN =2725.48(E) 5°° (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 21+80.17 8"INV OUT= 2725.38(N) 20 .25 P SSMH 28 SSMH 29 STA= 19+60.15(N/S) STA=21+17.35 RIM = 2739.86 264.2 LF "P 5°° (48"DIA.MANHOLE) (48"DIA.MANHOLE) RIM = 2739.65 8"INV IN = 2731.41 (SE) STA= 10+00.00(E) SSMH 26 SSMH 27 STA= 17+33.31 8"INV IN = 2731.04(SE) 8"INV OUT=2731.31 (NW) � STA= 15+35.31 (N/S) RIM = 2740.32 2725 2725 RIM = 2739.74 8"INV OUT=2730.94(N) (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 10+00.00(E) 8"INV IN = 2729.14(S) 8"INV IN = 2730.25(S) - STA= 12+68.21 STA= 13+28.06 RIM =2738.94 8"INV IN = 2730.25(E) RIM = 2737.78 RIM =2738.09 8"INV IN = 2728.16(S) 8"INV OUT=2729.04(N) 8"INV OUT=2730.15(N) 8"INV IN =2726.78(SW) 8"INV IN = 2727.14(S) 8"INV IN = 2728.16(E) 8"INV OUT= 2726.68(E) 8"INV OUT=2727.04(NE) 8"INV OUT= 2728.06(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 CXST��� l I 0 62 2750 8-INCH SEWER- E. CRIMSON CLOVER DR. PROFILE-STA.23+00.00 TO STA. 29+50.00 2750 2745 8-INCH SEWER- E.AMBERVALE ST. (W) PROFILE 2745 2745 8-INCH SEWER- S.AIRMONT AVE. PROFILE 2745 �� OF MIN P. EXISTING GROUND AT EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE L.L J w Q 2745 2745 2740 2740 2740 -- --- ------ --- 2740 a o _____ _ _ --- ---- ---- -------- _ LUvi ---- ------ EXISTING GROUND AT -- ---------- --- q) zo PIPE CENTERLINE _ --_--_ o } ---- FINISHED GRADE AT FINISHED GRADE AT („ z > m ------------- -- PIPE CENTERLINE PIPE CENTERLINE 'z z CD oz 2740 2740 2735 2735 2735 2735 o O U U FINISHED GRADE AT zo o PIPE CENTERLINE CD 0- , w a LD 2735 9.58 LF 8"PV @ 0.65% 369. 2 L } °C "'C/D _ °� 2735 2730 80.3 L " ° 5°° 110.86 LF 8" -V 0• % 2730 2730 z 6. L "P SSMH 36 23 .000. 8°° SSMH 42 48"DIA3MANHOLE 2730 C o z o 368.75 LF "PV 0. 5°° SSMH 34 SSMH 35 (48"DIA.MANHOLE) SSMH 41 (48"DIA.MANHOLE) SSMH 41 (48"DIA.MANHOLE) STA= 28+92.11 SSMH 28 ( ) STA= 14+25.30 ( ) STA= 13+73.92 z LU CC SSMH 33 48"DIA.MANHOLE 48"DIA.MANHOLE RIM = 2740.48 o °C RIM = 2739.37 (48"DIA.MANHOLE) STA= 27+88.53 RIM = 2743.39 (48"DIA.MANHOLE) STA= 12+43.00(E/W) 8"INV OUT=2730.70(W) STA= 10+00.00(S) 8"INV OUT= 2731.81 (N) o J = (48"DIA.MANHOLE) STA= 26+73.67 RIM = 2742.86 8"INV OUT= 2735.05(SW) 2730 2725 STA = 10+00.00(E) STA= 10+00.00(S) 2725 2725 STA= 12+43.00(E/W) 2725 W M = 2730 STA= 25+52.92 RIM = 2742.30 8"INV IN =2734.40(NE) STA = 15+35.31 (N/S) RIM = 2738.85 RIM = 2738.85 = o RIM = 2741.71 8"INV IN = 2733.80(E) RIM = 2738.94 8"INV IN = 2729.40(E) 8"INV IN = 2729.40(E) ~ z 8"INV OUT= 2734.30(W)8"INV IN = 2733.17(E) 8"INV OUT=2733.70(W) 8"INV IN = 2728.16(S) 8"INV IN = 2729.40(S) 8"INV IN = 2729.40(S) 8"INV OUT=2733.07(NW) 8"INV IN = 2728.16(E) 8"INV OUT= 2729.30(W) 8"INV OUT= 2729.30(W) 8"INV OUT= 2728.06(N) 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 14+00 Z Q y o m = w 8-INCH SEWER-E.BLUEBELL ST. PROFILE 8-INCH SEWER-S.GLENMOUNT WAY PROFILE Q J 2750 2750 2745 2745 y � o z °C EXISTING GROUND AT Q PIPE CENTERLINE Z p -- w--- ---------- W 2745 2745 2740 \ 2740 EXISTING GROUND AT FINISHED GRADE AT W PIPE CENTERLINE PIPE CENTERLINE -------- -- -- ----- 2740 -- ------------- ---- - - ---- - -- 2740 2735 2735 FINISHED GRADE AT 39.62 LF 8"PVC @ 0.45% 0. L ° y PIPE CENTERLINE ° 30.70 LF 8"PVC @ 0.65% SSMH 24 (48"DIA.MANHOLE) 2735 2735 2730 2730 STA= 14+79.36 S SSMH 23 P 5°° RIM = 2741.64 (,(48"DIA.MANHOLE) 8"INV OUT= 2732.97(N) S STA= 11+85.12 SSMH 30 ° SSMH 46 RRIM = 2740.44 (48"DIA.MANHOLE) SSMH 9 L 8" V /° SSMH 44 SSMH 45 (48"DIA.MANHOLE) (48 DIA.MANHOLE) g 8"INV IN = 2731.22(S) STA= 19+60.15(N/S) (48"DIA. MANHOLE) STA= 17+02.20 2730 2725 STA= 10+00.00(SW) 2725 g 8"INV OUT=2731.12(N) 10 (48"DIA.MANHOLE) STA= 21+42.21 (SE/NW) STA=274 00.00(E) STA= 742.0 50 RIM V 2 T=2 RIM = 2740.90 PROJECT NO. 26 0309 SS RIM = 2740.32 STA= 13+75.50 RIM = 2742.06 8"INV OUT=2733.62(W) 8"INV IN =2727.80(SE)8"INV IN = 2730.25(S) RIM = 2740.74 8"INV IN = 2733.42(E) 8"INV IN = 2727.80(SW) DWG FILE PE.106 8"INV IN = 2730.25(E) 8"INV IN = 2732.02(E) 8"INV OUT= 2733.32(W) 8"INV OUT= 2727.70(NW)8"INV OUT=2730.15(N) 8"INV OUT=2731.92(W) DESIGNED BY BT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 DRAWN BY JTA CHECKED BY SIT ISSUE DATE 04/08/26 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN PEA 06 SHEET 7 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PROFILES.dwg 1 SEWER PROFILES SCALE: 1" = 60'-0"HORIZONTAL 60 30 0 60 120 8-INCH SEWER- E. CRIMSON CLOVER DR. (E) PROFILE HORIZONTAL SCALE IN FEET 2750 2750 6 3 0 6 12 VERTICAL SCALE IN FEET EXISTING GROUND AT PIPE CENTERLINE a 2745 --- __ 2745 -------- --- ---- -------- --- -- FINISHED GRADE AT o -T T T 2740 PIPE CENTERLINE 2740 0 ~ � CC T C V� N (8MDIA.MANHOLE)H 12 52.70 LF 8"PVC @ 0.68% > � 2 oo STA= 10+00.00(NE/SW) 81.43 LF 8"PVC @ 0.45% m 0 0 0 STA=26+70.18(NW) RI = 2743.99 Y - c RI INV IN = 2730.44(SW) 0 .65 LF 8"PV 0.46% 2735 R ' ¢ N .� SSMH 21 2735 8"INV IN = 2730.44(NE) SSMH 20 (48"DIA.MANHOLE) M = 3 8"INV OUT= 2730.34 NW ° 207. 7 LF 8" V 5/° ( ) 15 .33 LF "PV 0. 5 ° SSMH 19 159.8 L "PV 5°° SSMH 18 (48"DIA.MANHOLE) STA = 21+33.69 0 14 .5 8" V .4 % SSMH 17 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 20+76.98 RIM = 2743.70 Z 2730 SSMH 15 SSMH 16 STA= 16+77.91 STA= 17+63.34 RIM = 2744.01 8"INV OUT=2736.20(SW) (48"DIA.MANHOLE) RIM =2742.88 8"INV IN = 2735.84(NE) 2730 (48"DIA.MANHOLE) (48"DIA. MANHOLE) STA= 14+66.74 RIM = 2742.50 8"INV IN = 2733.84(E) 8"INV IN = 2734.31 (E) 8"INV OUT=2735.74 (W) STA= 11+47.59 STA= 13+11.41 RIM = 2743.15= 2731.20(E) 8"INV OUT=2734.21 (W) 8"INV IN = � RIM = 2744.34 8"INV IN = 2732.80(SE) 8"INV OUT=2733.74(NW) RIM = 2 8"INV IN =2732.02(E) 8"INV OUT=2732.70(W)8"INV OUT= 2731.10(SW) 8"INV OUT= 2731.92(W) 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 21+50 Q 8-INCH SEWER- E. CRIMSON CLOVER DR. (W) PROFILE 8-INCH SEWER- E. HADLER DR. (W) PROFILE o� �CISTE�� l 2750 2750 2745 2745 �I 0 62 EXISTING GROUND AT EXISTING GROUND AT o PIPE CENTERLINE PIPE CENTERLINE OF Z� Q) 2745 -- 2745 2740 2740 EMI N P L� ------------- w FINISHED GRADE AT PIPE CENTERLINE o _-Ij 2740 2740 2735 I 2735 x o a o FINISHED GRADE AT SSMH 12 C o (48"DIA.MANHOLE) PIPE CENTERLINE w } o o Q m STA= 10+00.00(NE/SW) EXIST.86.17 LF 8"PVC @ 0.45°� W a CD =26+70.18(NW) II 24.44 LF 8"PVC @ 0.45% ° � o z 2735 RIM = 2743.99 2735 2730 ° 66.26 LF "P o SSMH 96 2730 0� w j 8"INV IN = 2730.44(SW) o (48"DIA.MANHOLE) z C �, SSMH 14 -7ALt 0' °° 8"INV IN = 2730.44(NE) r------ -� STA= 14+84.87 0 0 0 o z ------- ------ - EXIST.8"PVC 8"INV OUT= 2730.34 NW ------- U o (48"DIA.MANHOLE) ( ) SSMH 95 RIM = 2740.41 0 1U > STA = 17+65.88 7 "P . 5°° EXIST.SSCO 2 ( ) ( ) } LU 48"DIA.MANHOLE 8"INV OUT=2731.74 W z RIM = 2743.30 ( ) STA= 11+14.61 co 2730 SSMH 13 2730 2725 (XI T. 8 ) 48"DIA.MANHOLE 2725 z o � c' 8"INV OUT=2734.63 NE ( ) RIM = 2737.33 �, 48"DIA.MANHOLE 48"DIA.MANHOLE STA= 10+88.17 0� w zo 0 ( ) STA= 13+82.94 STA= 10+00.00 RIM = 2737.11 cl � z RIM = 2742.01 RIM = 2737.96 8"INV IN = 2728.01 E 8"INV IN = 2728.22(E) �m LU 8"INV IN = 2732.25(SW) 8"INV IN = 2727.62(E) g INV OUT=2728.01 (W) 8"INV OUT= 2728.12(W) a z cc 8"INV OUT=2732.15 (NE) 8"INV OUT= 2727.52(W) o J = w Q o cn = x 18+00 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 "' oz Z 15-INCH SEWER-E.VIA ROBERTO LANE PROFILE Q 2745 2745 y - ------- ------- ---- -------- - -- - - CD _ FINISHED GRADE AT ----------- 2740 __ - ------- ADE --- -- ---------------- _ --- ---- 717777 2740 2 cry LU PIPE CENTERLINE = p J EXISTING GROUND AT CD PIPE CENTERLINE y Q 2735 2735 cc W w W 2730 2730 y 2725 2725 326.50 LF 15"PVC @ 0.15% 2720 326.50 LF 15"PVC @ 0. 5% 327.2 LF 15"PVC @ 0. °° 329.28 LF 15"PVC @ 0.15% 201.17 LF 15"PVC @ 0.15% Li SSMH 49 SSMH 50 2720 SSMH 47 SSMH 48 (60"DIA.MANHOLE) . - . (60"DIA.MANHOLE) STA- 25+35.74 EXIST SSMH A6 (60"DIA MANHOLE) STA= 22+04.24 EXIST.SSMH A-5 (60"DIA.MANHOLE) RIM = 2743.20 (60"DIA.MANHOLE) (60"DIA.MANHOLE) STA= 741.1 74 _ 2715 STA= 12+06.17 STA= 15+38.45 R5"INV IN41 2720.52(E) 15"INV OUT= 2721.01 (W) 2715 PROJECT NO. 26-0309-SS RIM = 2741.18 DWG FILE PE.107 TA = 10+0 . = 8"I INV IN = 720.513(E) 15"INV OUT= 2720.42(W) DESIGNED BY BT RIM = 2740.98 RIM = 2740.88 15"INV IN =2719.33(E) 8"INV IN = 2720.51 (S) 15"INV IN =2718.32(E) 15"INV IN = 2718.73(E) 15"INV OUT= 2719.23(W) 15"INV OUT=2719.83(W) DRAWN BY JTA 15"INV OUT=2718.63(W) CHECKED BY SIT 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 25+00 26+00 ISSUE DATE 04/08/26 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN PEA 07 SHEET 8 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PROFILES.dwg 8-INCH SEWER-S.ALTAIRA AVE.PROFILE 2745 2745 SEWER PROFILES SCALE: 1" = 60'-0"HORIZONTAL 60 30 0 60 120 --------- ---- - 2740 2740 HORIZONTAL SCALE IN FEET FINISHED GRADE AT 6 3 0 6 12 PIPE CENTERLINE EXISTING GROUND AT VERTICAL SCALE IN FEET PIPE CENTERLINE 2735 2735 w T SSMH 48 Q o 2730 (60"DIA.MANHOLE) 5. P 5°° 2730 T STA= 18+772.774(E/W) 9°° (8MDIA.MANHOLE) O o ( ) 24 .65 LF "PV 5°° c SSMH 53 (48"DIA.MANHOLE) STA= 19+54.58(N) J � oo RIM = 2741.18 2 5.43 L SSMH 52 STA= 17+25.58(N/S) 15"INV IN =2719.93(E) Q STA= 10+00.00(E/W) m Q o c 8"INV IN =2720.51 (S) (48"DIA.MANHOLE) STA = 10+00.00(E/W) RIM = 2741.00 - .- STA= 14+77.93 RIM = 2740.15 2725 Cc w 2725 15"INV OUT= 2719.83(W) SSMH 51 RIM = 2740.97 8"INV IN = 2729.65 S 8"INV IN = 2730.76(E) < NZ (48"DIA.MANHOLE) 8"INV IN = 2728.45(S) 8"INV IN = 2729.65(W) 8"INV IN = 2730.76(W) O w °° ZO 8"INV OUT 2730.66(N) 3 = 3 STA= 11+88.50(N/S) 8"INV OUT=2728.35(N) 8"INV IN = 2729.65(E) o STA= 10+00.00(E/W) 8"INV OUT=2729.55(N) T RIM = 2739.52 2720 8"INV IN = 2726.10(S) 2720 8"INV IN = 2726.10(E) 8"INV IN = 2726.10(W) 8"INV OUT= 2726.00(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 8-INCH SEWER-E. HADLER DR. (MID) PROFILE 8-INCH SEWER-E.HADLER DR. (E)_S.VENTARA AVE. PROFILE 8-INCH SEWER-E.AMBERVALE ST. (E) PROFILE 2745 2745 2745 2745 2750 2750 EXISTING GROUND AT %EXISTING GROUND AT PIPE CENTERLINE PIPE CENTERLINE -------- FINISHED GRADE AT- - - -------- ----- -------- ----- -------- -- --- PIPE CENTERLINE 2740 -_- ---- - ------ ------ 2740 2740 ------------------- 2740 2745 2745 FINISHED GRADE AT _ - - ���QNAL FINISHED GRADE AT F(��48_"DIA. PIPE CENTERLINE 7 �GZsTE�� 1 PIPE CENTERLINE NHOLE EXISTING GROUND AT 2735 2735 2735 ST = 10+00.00 E/W) 28.30 LF 8"PVC @ 0.46°� 2735 2740 PIPE CENTERLINE 2740 �yJ STA= 11+88.50(N/S) 17.75 LF 8"PVC @ 0.45% �� o RIM = 2739.52 3 L 8" V 50° /D�� 8"INV IN = 2726.10(S) 56°° -\41-- :=jL===- SSMH 74OF x g� 8"INV IN = 2726.10(E) .50 8" 2730 SSMH 81 r4LF6,l1 2730 2730 8"INV IN = 2726.10(W) Q SSMH 73 (48"DIA.MANHOLE) 2730 2735 ° MIN P STA = 17+07.16 168.00 LF 8 V /° 2735 (48"DIA.MANHOLE) 8"INV OUT= 2726.00(N) ° SSMH 70 SSMH 71 SSMH 72 (48"DIA.MANHOLE) RIM = 2742.12 STA = 13+46.66 " ` . (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 15+00.77 SSMH 51 L (48' DIA.MANHOLE) 8"INV OUT=2733.45(N) SSMH 67 SSMH 69 RIM = 2740.41 \ Q STA= 14+46.72 STA= 14+68.48 RIM = 2741.30 c, w 8"INV OUT=2731.74(E) ° (48"DIA.MANHOLE) STA= 12+45.23(E/W) 48"DIA.MANHOLE) (48"DIA.MANHOLE) SSMH 80 STA= 10+00.00(S) RIM = 2740.92 RIM = 2741.12 8"INV IN = 2732.13(S) ( CC � a o STA= 10+00.00(E/W) - 8"INV IN = 2731.72(E) 8"INV IN = 2731.90(SE) g��INV OUT= 2732.03(NW) STA= 10+00.00(E) STA= 11+72.00 = � U; RIM = 2740.49 o z 2725 (48"DIA.MANHOLE) STA= 11+88.50(N/S) 2745 8"INV OUT- 2731.62(IN) 8"INV OUT=2731.80(W) 2725 2730 STA= 18+79.66(N/S) RIM = 2743.68 2730 Cc o } STA= 12+45.50(E/W) RIM = 2739.52 8"INV IN = 2730.51 (E) - STA= 10+00.00(S) 8"INV IN = 2726.10(S) 8"INV IN - 2730.51 (S) RIM = 2743.10 8"INV IN = 2735.00(N/S)BLOCK-OUT E75o z > m 8"INV IN = 2734.14(S) 8"INV OUT=2734.90(W) z a o 8"INV OUT= 2730.41 (W) 8"INV IN = 2734.14(E) LU LU o z 8"INV IN = 2726.10(E) )( o .273404 N= J 8"INV IN = 2727.29(W) 8"INV IN =2726.10(W) 8"INV OUT U N 8"INV IN = 2727.29(S) 8"INV OUT= 2726.00 IN) o = 8"INV OUT= 2727.19(E) CS 2-114+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 16+00 17+00 17+50 9+50 10+00 11+00 12+00 F_ C CD oz CD LUz w a } o� w Q Z C.')coOC LU O p O v V C = w c3 w LU z °O 8-INCH SEWER- E.CLOUDCROFT ST. (W) PROFILE 8-INCH SEWER- E.CLOUDCROFT ST. (E)_S.MOUNTAINAIR AVE.PROFILE o °C 2745 2745 2745 2745 o¢c 2-1 FINISHED GRADE AT EXISTING GROUND AT J -------- PIPE CENTERLINE PIPE CENTERLINE w co 2740 2740 2740 2740 EXISTING GROUND AT FINISHED GRADE AT PIPE CENTERLINE PIPE CENTERLINE 2735 2735 2735 21.07 LF 8"PVC @ 0.47% 0 34.80 LF 8"PVC @ 0.46% Q 122.30 V 2735 72. 5 L "P 0. 500 SSMH 68 =44- SSMH 67 (48"DIA.MANHOLE) L /° SSMH 66 (48"DIA.MANHOLE) STA=20+05.96 .47 0. 5°° 19 •6 V ° STA= 18+79.66 N SSMH 62 (48"DIA.MANHOLE) 5 L 8" ° 2730 2730 2730 50 ° (48"DIA.MANHOLE) 2730 STA= 14+29.97 SSMH 61 STA= 10+00.00(E)S RIM = 2743.61 (48" SSMH 63 SSMH 64 STA= 15+02.81 8"INV OUT= 2734.94(N) RIM = 2741.17 STA DIA.MANHOLE) SSMH 53 RIM = 2 = 27 y (48"DIA.MANHOLE) (48"DIA.MANHOLE) 8"INV IN = 2734.14(S) 8"INV OUT=2732.50(E) STA= 12+45.50 SSMH 53 SSMH 65 RIM = 2741.68 48 DIA MANHOLE (48"DIA.MANHOLE) STA= 12+44.26 STA= 14+38.93 8"INV IN = 2732.36(S) RIM = 2741.44 ( . ) STA= 10+00.00(E/W) RIM = 2741.37 RIM = 2742.16 STA DIA. MANHOLE)= 14+77.73 8"INV OUT 8"INV IN = 2734.14(E) 8"INV IN = 2731.32(W) STA= 10+00.00(E/W) STA =2732.26(N) 8"INV OUT= 2734.04 IN) STA= 17+25.58(N/S) STA= 17+25.58(N/S) 8"INV IN = 2730.94(E) 8"INV IN = 2731.90(SE) RIM = 2741.93 2725 2725 8"INV OUT= 2731.22 (E) 2725 2725 RIM = 2740.15 8"INV OUT= 2730.84(W) 8"INV OUT= 2731.80(IN) 8"INV IN = 2732.16(S) Q w 8"INV OUT= 2732.06(NW) RIM = 2740.15 8"INV IN = 2729.65(S) J 8"INV IN = 2729.65(S) 8"INV IN = 2729.65(W) _j 8"INV IN = 2729.65(W) 8"INV IN = 2729.65(E) 8"INV IN = 2729.65(E) CD y z 8"INV OUT=2729.55(N) 8"INV OUT=2729.55(N) Q 14+50 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 16+00 17+00 18+00 19+00 20+00 20+50 Z LU Wcwn W 8-INCH SEWER-S. HENNIKER AVE.PROFILE 8-INCH SEWER-E.SUMMA ST. (MID) PROFILE 8-INCH SEWER-E.SUMMA ST. (E) PROFILE 2750 2750 2745 1 1 2745 2745 2745 FINISHED GRADE AT EXISTING GROUND AT - -- - PIPE CENTERLINE EXISTING GROUND AT -------- PIPE CENTERLINE -------- ----- --------- PIPE CENTERLINE 2745 2745 2740 2740 2740 2740 _ EXISTING GROUND AT FINISHED GRADE AT -----__ PIPE CENTERLINE PIPE CENTERLINE 81.62 LF 8"PVC @ 0.67% 2740 EXISTING GROUND A T 2740 2735 2735 2735 2735 PIPE CENTERLINEL 9. 0. "PV 50 0 SSMH 60 8 L 0 45% 83°° (48"DIA.MANHOLE) SSMH " PROJECT N0. 26-0309-SS 57 8. 0 L 8"PV 0.45% STA= 10+03.01 SSMH 56 (48"DIA.MANHOLE) SSMH 59 2735 2735 2730 STA= 15+01.40 (48"DIA.MANHOLE) SSMH 55 2730 2730 (48"DIA.MANHOLE) DWG FILE PE.108 STA= 14+15.79 RIM = 2742.71 2730 SSMH 58 . 5% RIM = 2742.02 (48"DIA.MANHOLE) SSMH 54 SSMH 54 STA= 10+02.23 8"INV OUT= 2734.04(W) DESIGNED BY BT 8"INV OUT= 2733.35(E) RIM = 2742.37 STA= 12+12.40 (48"DIA.MANHOLE) (48"DIA.MANHOLE) RIM = 2741.71 DRAWN BY JTA 8"INV IN = 2732.80(W) RIM = 2741.86 STA= 10+00.00(E/W) STA= 10+00.00(E/W) 8"INV IN = 2732.62(E) (48"DIA.MANHOLE) STA= 11 3.88 SSMH 56 8"INV IN =2732.80(S) 8"INV IN = 2731.80(W) STA= 19+54.58 IN) STA= 19+54.58(N) 8"INV OUT= 2732.52(W) CHECKED BY SITRIM = 274 .88 (48"DIA.MANHOLE) 8"INV OUT= 2732.70(E) 8"INV OUT= 2731.70(E) RIM = 2741.00 RIM = 2741.00 2730 8"INV OUT=2735.21 (N) STA= 10+00.00(S) 2730 2725 8"INV IN = 2730.76(E) 2725 2725 8"INV IN = 2730.76(E) 2725 ISSUE DATE 04/08/26 TA= 14+15.79(E 8"INV IN = 2730.76(W) 8"INV IN = 2730.76(W) HORIZ.SCALE AS SHOWN RIM =2742.37 8"INV IN = 2732.80(W) 8"INV OUT= 2730.66(N) 8"INV OUT= 2730.66(N) VERT.SCALE AS SHOWN 8"INV IN = 2732.80(S) 8"INV OUT= 2732.70(E) PEA 0 8 12+00 11+00 10+00 9+50 15+50 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 1 SHEET 9 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PROFILES.dwg 1 SEWER PROFILES SCALE: 1" = 60'-0"HORIZONTAL 60 30 0 60 120 8-INCH SEWER- S.SKYRA AVE. PROFILE 8-INCH SEWER- E.AERIS ST. PROFILE HORIZONTAL SCALE IN FEET 2745 2745 2745 2745 6 3 0 6 12 EXISTING GROUND AT EXISTING GROUND AT Q PIPE CENTERLINE PIPE CENTERLINE VERTICAL SCALE IN FEET --- -------- ---- --- --- - 2740 2740 2740 2740 FINISHED GRADE AT FINISHED GRADE AT PIPE CENTERLINE 32.57 LF 8"PVC @ 0.68% T PIPE CENTERLINE I I � o 2735 2735 2735 31.22 LF 8"PVC @ 0.48% 2735 O j N w PENN 9.5 LF 8"PV 0. 7% ~ o c SSMH 76 SSMH 75 6. 9L "P 5% J o 0 301.10 LF 8"PV 0.45% SS DIA.MANHOLE) SSMH 79 O° o SSMH 75 (48"DIA.MANHOLE) STA= 10+00.00(E) SSMH 77 SSMH 78 (48"DIA.MANHOLE) ' Q N 2730 STA= 14+78.62 2730 -STA= 12+70.18 2730 CL p w SSMH 70 (48"DIA.MANHOLE) STA= 13+05.10(N/S) (48"DIA.MANHOLE) (48 DIA.MANHOLE) O m z 3 STA= 13+05.10(N/S) RIM = 2741.78 STA= 12+00.39 STA= 12+35.61 RIM = 2742.10 w o 3 RIM = 2740.73 co = (48"DIA.MANHOLE) STA- 10+00.00(E) 8 INV OUT=2733.11 (N) RIM = 2741.76 RIM = 2741.92 8"INV OUT= 2733.43(SW) Z CL 8"INV IN = 2731.97(S) o STA= 12+45.23(E/W) RIM = 2740.73 8"INV IN = 2732.96(E) 8"INV IN = 2733.21 (NE) 8"INV IN = 2731.97(E) - STA= 10+00.00(S) 8"INV IN = 2731.97(S) 8"INV OUT= 2731.87 IN) 8"INV OUT= 2732.86(W) 8"INV OUT=2733.11 (W) RIM = 2740.49 8"INV IN = 2731.97(E) 2725 8"INV IN = 2730.51 (E) 2725 8"INV IN = 2730.51 (S) 8"INV OUT=2731.87(N) 9+50 10+00 11+00 12+00 13+00 8"INV OUT=2730.41 (W) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CXST��� l I 0 62 8-INCH SEWER- S.CELARIA AVE. PROFILE 8-INCH SEWER-S. GLENMOUNT WAY (NE) PROFILE OF �� 2745 2745 2745 2745 ��MI N P. O EXISTING GROUND AT PIPE CENTERLINE ---__ --- _ EXISTING GROUND AT ---- PIPE CENTERLINE 1L c� w - - -- ------ ---- ---- ---- -------- -i i -------- - - ~ a 2740 --------- 2740 2740 -------- ---- _ - -------- ------ - ------- - ----- 2740 W w --- - FINISHED GRADE AT cc zo } PIPE CENTERLINE 89.48 LF 8"PVC @ 0.66% zo >_ a m FINISHED GRADE AT ,z ¢ CD z 39.12 LF 8"PVC @ 0.45% PIPE CENTERLINE �<_ o z 2735 2735 2735 2735 o o U U o o O Z 50. 46.59 LF 8"PVC @ 0.45% cn o ° SSMH 89 4°° o �,, > a LU (48"DIA.MANHOLE) SSMH 88 } m W m or SSMH 87 z o cn 2730 2730 2730 STA = 19+30.39 (48"DIA.MANHOLE) 9. 01 8"PV 0.45°/ 2730 ¢ o z w (48"DIA.MANHOLE) = LU o 0 SSMH 83 RIM = 2742.59 STA= 18+36.91 0.53 L 8"PV 0.45% o Cn z (48"DIA.MANHOLE) 8"INV OUT=2733.92(NE) RIM = 2742.51 STA= 17+93.79 SSMH 86cli 240.00 LF 8" V % RIM = 2742.30 (48"DIA.MANHOLE) SSMH 85 SSMH 84 z m � STA= 14+81.27 8"INV IN = 2733.33(SW) SSMH 82 - SSMH 80 SSMH 82 8"INV IN =2733.05(SW) STA= 14+38.92 (48"DIA.MANHOLE (48"DIA.MANHOLE) o m RIM = 2741.79 8"INV OUT=2733.23(NE) ) (48"DIA. MANHOLE) ¢ z (48"DIA.MANHOLE) (48"DIA.MANHOLE) 8"INV OUT= 2732.95(NE) RIM = 2739.37 STA = 13+88.33 STA = 11+94.53(E/W) STA = 10+00.00(S) STA= 10+00.00(W)8"INV OUT= 2733.12(N) 8"INV IN = 2730.70(SW) RIM = 2739.06 STA= 12+44.00(NI 2725 0 < o STA= 10+45.50(E/ STA= 12+00.00(W) 2725 2725 8"INV OUT= 2730.60(NE) 8"INV IN = 2730.39(SW) RIM = 2739.38 RIM = 2740.71 � z STA= 12+45.50(E/W) STA= 10+00.00(W) 8"INV IN = 2729.43(W) 8"INV OUT=2730.29(E) 8"INV IN = 2729.43(S) 8"INV IN = 2728.47(S) RIM = 2740.05 = 8"INV OUT=2729.33(E) 8"INV IN = 2728.47(W) 8"INV IN = 2727.29(W) 8"INV IN = 2728.47(S) 8"INV OUT 2 28.47( ) 8"INV IN = 2727.29(S) 8"INV IN = 2728.47(IN) 8"INV OUT=2727.19(E) 8"INV OUT=2728.37(N) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Z Q y o m = w Q J LL y o z °C 8-INCH SEWER-S.HIGHVERA WAY PROFILE 8-INCH SEWER-E.SUMMA ST. (W) PROFILE 8-INCH SEWER-E.SUMMA ST.(Ei) PROFILE Z 0 2745 2745 2750 2750 2750 2750 LU FINISHED GRADE AT EXISTING GROUND AT w LU w Cl) PIPE CENTERLINE PIPE CENTERLINE � ------- --- FINISHED GRADE AT EXISTING GROUND AT W CENTERLINE PIPE CENTERLINE 2740 ---- ---- -----______ 2740 2745 2745 2745 2745 EXISTING GROUND AT PIPE CENTERLINE r77777-/------- --- y 2735 2735 2740 2740 2740 2740 O EXISTING GROUND AT 55.52 L 0.45% PIPE CENTERLINE 39.00 LF 8"PVC @ 1.05% SSMH 92 51.76 LF 8"PVC p 0.45% 2730 (48"DIA.MANHOLE) SSMH 91 °° 2730 2735 2735 2735 2735 STA= 15+36.22(NE) (48"DIA.MANHOLE) SSMH 90 185.48 ° STA= 10+00.00(SE/NW) STA= 12+76.69 (48"DIA.MANHOLE) .65/° RIM = 2742.22 RIM = 2740.77 STA= 11+20.93 SSMH 84 SSMH 93 8"INV IN = 2732.91 (NW) 8"INV IN = 2731.66(SW) RIM = 2740.16 (48"DIA. MANHOLE) (48"DIA.MANHOLE) SSMH 92 SSMH 92 SSMH 94 8"INV IN = 2730.87(SW) STA= 10+00.00(S) STA = 11+89.48 (48"DIA.MANHOLE) (48"DIA.MANHOLE) (48"DIA.MANHOLE) PROJECT NO. 26-0309-SS 8"INV IN T 2732.91 2732. 1 ( 8"INV OUT= 2731.56(NE) STA= 11+94.53(E/W) 2725 2730 RIM = 2742.79 STA= 10+00.00(SE/NW) Y730 STA= 10+00.00(SE/NW) STA = 10+43.00 2730 2725 g INV OUT= 2732.81 (NE) 8"INV OUT=2730.77(N) RIM = 2739.38 STA= 15+36.22(NE) STA= 15+36.22(NE) RIM = 2741.99 DWG FILE PE.109 8"INV OUT 2734 8"INV IN = 2729.43(W) = .12(SE) RIM = 2742.22 RIM = 2742.22 8"INV OUT=2733.32(NW) DESIGNED BY BT 8"INV IN = 2729.43(S) 8"INV IN = 2732.91 (NW) 8"INV IN =2732.91 (NW) 8"INV OUT= 2729.33(E) 8"INV IN = 2732.91 (SE) 8"INV IN =2732.91 (SE) DRAWN BY JTA 8"INV OUT= 2732.81 (NE) 8"INV OUT= 2732.81 (NE) CHECKED BY SIT 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 ISSUE DATE 04/08/26 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN PlEml 09 SHEET 10 OF 10 DACivil Innovations Projects\2026\26-0309-SS-SUMMERLIN SUBDIVISION\200-Construction Drawings\204-Preliminary Plat\26-0309-SS-PE-SEWER PROFILES.dwg