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HomeMy WebLinkAboutPZ - Goddard Creek-Preliminary PlatLEGEND NOTES: 1. COMMON LOTS 1C AND 3C, BLOCK 1 ARE TO BE OWNED AND MAINTAINED BY THE GODDARD CREEK BUSINESS OWNER ASSOCIATION. 2. COMMON LOTS 1C, 6C, 16C, 25C, AND 26C, BLOCK 2 ARE TO BE OWNED AND MAINTAINED BY THE GODDARD CREEK RESIDENTIAL ASSOCIATION. 3. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 5. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE, SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. THREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO THIS PROPERTY. 6. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBUC. 7. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. B. DIRECT LOT ACCESS TO W. MCMILLAN ROAD, N. GODDARD CREEK WAY, AND W. APGAR CREEK LANE IS PROHIBITED FOR RESIDENTIAL LOTS. 9. PROJECT IS PROPOSED IN FOUR PHASES. 10. NOT A THROUGH STREET. NO ACCESS TO W. APGAR CREEK LANE. PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE 1/4 OF THE SW V4 OF SECTION 26 TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 50 100 200 300 SCALE: 1" = 100' SELWAY APARTMENTS a F z SEE NOTE 6 OSS 58-36-E 1757.50 -------------------------- I ] EASEMENT LINE TABLE SUBDIVISION BOUNDARY —•v---- ROAD RIGHT-OF-WAY - - - - - - - - - - PROPOSED EASEMENT sv— PROPOSED EDGE OF PAVEMENT SIT36'33'W ® FOUND 5/8" IRON ROD • FOUND 1/2" IRON ROD 1 PROPOSED RESIDENTIAL LOT NUMBER 46.36' PROPOSED COMMON LOT NUMBER TIC PROPOSED BLOCK NUMBER SS(4')>--- PROPOSED SEWER UNE W(4") PROPOSED WATER UNE SD(12")> PROPOSED STORM DRAIN UNE O PROPOSED SEWER MANHOLE OO PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET W-01 PROPOSED SAND AND GREASE TRAP PROPOSED ASPHALT Z PROPOSED CONCRETE m PROPOSED SEEPAGE BED 1.`L.) PROPOSED 2 -STORY BUILDING O PROPOSED 3 -STORY BUILDING ------?g8p EKISTING MAJOR CONTOUR Q EXISTING MINOR CONTOUR NOTES: 1. COMMON LOTS 1C AND 3C, BLOCK 1 ARE TO BE OWNED AND MAINTAINED BY THE GODDARD CREEK BUSINESS OWNER ASSOCIATION. 2. COMMON LOTS 1C, 6C, 16C, 25C, AND 26C, BLOCK 2 ARE TO BE OWNED AND MAINTAINED BY THE GODDARD CREEK RESIDENTIAL ASSOCIATION. 3. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 5. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY SETTLERS IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE, SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY SETTLERS IRRIGATION DISTRICT. THREE CONNECTION POINTS WERE PROVIDED WITH SELWAY APARTMENTS TO THIS PROPERTY. 6. CONNECTION IS FOR EMERGENCY PURPOSES ONLY AND WILL NOT BE OPEN TO THE PUBUC. 7. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM. STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE ADA COUNTY HIGHWAY DISTRICT. B. DIRECT LOT ACCESS TO W. MCMILLAN ROAD, N. GODDARD CREEK WAY, AND W. APGAR CREEK LANE IS PROHIBITED FOR RESIDENTIAL LOTS. 9. PROJECT IS PROPOSED IN FOUR PHASES. 10. NOT A THROUGH STREET. NO ACCESS TO W. APGAR CREEK LANE. PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE 1/4 OF THE SW V4 OF SECTION 26 TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 50 100 200 300 SCALE: 1" = 100' SELWAY APARTMENTS a F z SEE NOTE 6 OSS 58-36-E 1757.50 -------------------------- I ] EASEMENT LINE TABLE UNE BEARING DISTANCE L1 SO'31'17"W 107.38' L2 SIT36'33'W 96.54' L3 S14'23'27"E 58.02' L4 N037'26'E 46.36' LS S037'26"W 5.00' L8 NO3Y26"E 25.00' 2 3 4 S 6C 7 / 13 14 IS 9 16C Lj� RESIDENTIAL• PHASE 1 10 RESIDENTIAL: PHASE 2 17 18 19 20 I\ 11 21 122 I SEEINOTE 6---�LL� I I r S(18 58 36"E 1145.66 W. MCMB.LAN ROAD BRIDGETOWER CROSSING CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD CI 7.85 30.00' 1500'00 NOW -33-E 7.83' C2 131.95' 252.01' 3000'00' SO35133"W 130.45' RESIDENTIAL (R -M: AREA AND LOT SUMMARY LOT TYPE NUMBER OF LOTS DWELLING UNITS AREA (AC) % OF TOTAL RESIDENTIAL 21 74 240 48.00% COMMON 5 N/A 222 44.405 RIGHT OF WAY DEDICATED N/A N/A 0.38 7.605 TOTAL 26 74 5.00 1005 d y PROPOSED DENSITY 14.8 DU/AC O Z RESIDENTIAL (R -IS): PARKING AND BICYCLE COUNT 2 -STORY SQUARE FOOTAGE (SF) REQUIRED PROVIDED PARKING STALL 148 205 ADA PARKING STALL 2 3 BICYCLE STALL 8 10 RESIDENTIAL: BUILDING AND LOT SIZE 2 -STORY SQUARE FOOTAGE (SF) 1,350 3 -STORY SQUARE FOOTAGE (SF) 1,620 MINMUM BUILDABLE LOT (SF) 3.875 MAXIMUM BUKABLE LAT (SF) 6,762 AVERAGE BUILDABLE LOT (SF) 4,980 STORAGE (CC): AREA AND LOT SUMMARY LOT TYPE NCTMOB OF TS (AC) %AREA TOTAL COMMERCIAL 1 6.01 81.445 COMMON 2 0.78 IM575 RIGHT OF WAY DEDICATED N/A 0.59 7.995 TOTAL 3 7.38 10070 STORAGE (CC): PARKING COUNT W REQUIRED PROVIDED PARKING STALL/OARAOE 5 6 ADA PARKING STALL 1 1 s PROJECT SITE SEE NOTE f✓ VICINITY MAP SCALE: NTS SHEET INDEX 1. TITLE SHEET 2. NATURAL FEATURES 3. LOT DIMENSIONS 4. PRELIMINARY UTILITY/SITE PLAN SITE DATA DEVELOPER BPX COMMERCIAL CONSTRUCTION INC. BRIAN PORTER 3057 F RED TAIL DRIVE EAGLE. ID 83616 (916)955-6999 TRUSTEES OF THE GIBSON FAMILY REVOCABLE LIVING TRUST DANIEL AND CAROLYN GIBSON 2780 W. MCMILLAN ROAD MERIDIAN, ID 83646 I'�7 T-0 ENGINEERS SHON PARKS, LA 2471 S. TITANIUM PLACE MERIDIAN, ID 83642 (208)323-2288 ENGINEER T-0 ENGINEERS JOHN CARPENTER, PE 332 N. BROADMORE WAY SUITE 101 NAMPA. ID 83687 (208) 442-6300 SURVEYOR T-0 ENGINEERS KEVIN SORENSEN, PLS 332 N. BROADMORE WAY SUITE 101 NAMPA, ID 83687 (208) 442-6300 ACREAGE SUMMARY TOTAL = 12.38 AC PROPOSED STORAGE UNITS = 7.38 AC PROPOSED RESIDENTIAL = 5.00 AC R/W DEDICATED - 0.97 AC OPEN SPACE REQUIRED = 1.26 AC OPEN SPACE PROVIDED =1.57 AC ZONING PROPOSED STORAGE UNITS - CC PROPOSED RESIDENTIAL = R-15 SETBACKS R-15: REAR - 12' INTERIOR - V STREET TO GARAGE a 20' STREET TO LIVING - 10' CC: N/A ROADWAY IURISDICFION ADA COUNTY HIGHWAY DISTRICT SEWER AND WATER PROVIDER CITY OF MERIDIAN SEWER AND WATER FIRE DISTRICT MERIDIAN FIRE DISTRICT IRRIGATION DISTRICT SETTLERS IRRIGATION �I�nI CI ¢I KI sI-°il�l� a N°°� W z 4 Oyu `NLLJ ' W W N W W >m $ Qa Z 0} ¢� 31? J W �� /t� d y WLL O O Z K m '6p0 M Q &e Z F N m N Z 0 m 2 m 0 ZR a J W N U 0 O LL O u 0 OLL W Q `NLLJ ' W W N Q W W Z J 2 V H J W Q d DATE: APRIL 10, 2017 PROJECT: 160210 SHEET 1 OF 4 Q PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE V4 OF THE SW I/4 OF SECTION 26 TOWNSHIP 4 NOTH, RANGE I WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 25 50 100 150 SCALE: 1" = 50' IE OUT = 2550.30' SUMP = 2550.99' w w x z z w Mu d w Y Y O N N 3< N w N ]L w N S Y a 0 LEGEND ® FOUND 5/8 -IRON ROD • FOUND 1/2 -IRON ROD --- 2580 EXISTING kWOR CONTOUR EXISTING MINOR CONTOUR w EXISTING BOUNDARY m v EXISTING EDGE OF PAVEMENT s ® EXISTING EDGE OF GRAVEL A EXISTING PRESSURE IRRIGATION ., EXISTING WATER MAIN S EXISTING SEWER MAIN ® EXISTING SEWER MANHOLE © EXISTING MONITOR WELL Q W >- QT, EXISTING WATER VALVE ,pc EXISTING DECIDUOUS TREE Tu EXISTING BLUE SPRUCE TREE Wy EXISTING PINE TREE ® EXISTING DECIDUOUS SHRUB IE OUT = 2550.30' SUMP = 2550.99' w w x z z w Mu d w Y Y O N N 3< N w N ]L w N S Y a 0 DATE. JANUARY 16, 2017 w 160210 SHEET . Q3 Q z LA 1 oo? W 5 Q "'<z W % W � E_g N YN 62w aw Y Q W >- W L` ceW z_ Tu p� Y> V Z) U Z Q 0 Cw Z M 00 IO °� o O w V 0 Z m za$a 4 Yw Fm Z (D M Z �^ y J Na N N 6j 0 m 0 u DATE. JANUARY 16, 2017 Z 160210 SHEET O LA 1 Q O MW W V I J d Y Q W >- W L` ceW z_ —� p� w V Z) W Q Z Q IO O O V DATE. JANUARY 16, 2017 PROJECT. 160210 SHEET 2 OF 4 30' EXISTING MCMILLAN LATERAL EASEMENT EASEMENT LINE TABLE UNE BEARING DISTANCE L7 SO'31'17"W 107.36' L2 S15'36'33"W 96.54' 1-3 S14'23'27"E 58.02' L4 NO'37'26"E 48.36' L5 50'37'26"W 5.00' L6 NO'37'26"E 25.00' I I I I I I I I I I I I i PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE V4 OF THE SW 1/4 OF SECTION 26 TOWNSHIP 4 NOTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2017 0 25 50 100 150 SCALE: 1" = 50' CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD CI 7.85' 30.00' 15'00'00" NB'W'33"E 7.83' C2 131.95' 252.01' 30'00'00" 5036'33'W 130.45' u u za z� ZONE: R-4 S88'58'36"E 1157.50' SELWAY APARTMENTS —W. APGAR CREEK LANE 1C 212' 1 0 67 -- –197– – SF 50' 17' -- 77' – 41' -- 69'--� r 65' 65' I 1 1 11 m 2 a 3 n 4 m n m m IJ 5104 SF 5104 SF 3926 SFr 5 5241155 SF r 5990 SF m 1 IB 1 1 1 SF 6762 SF I 1 65 65' 50' 17' 70' ro 1 SEWER EXISTING EAS MEM 15 I I1 SF 7Y / U I I 55' 50' 62' 20' 53' / 1104 9 N / 15' m 13 14 m 15 m 6473 SF 265 4262 SF 3875 SF 4805 SF r 1060 / BOUNDARY LINE I j m SF / ZONE: CC BETWEEN ZONES 55' 50' 62' 14036 SF o / n b a ZONE: R-15 73 I (PROPOSED 74.8 DU/AC) / 1 10LANDSCAPE 2 EASEMENTI 1 55' 50' 65' 70' 4745 SF / 1 261707 SF I 25' I I i l i m 17 n 18 °r° t9 'mr 20 73' I N 4283 SF 3875 SF 5037 SF 5425 SF I U '� II z e It N I 1 C) I i 55' 50'65' 70' 4745 SF I I II (, i I 173' I I I 65' 65' 79' 79' ( I PROPOSED ADJUSTED I I m 21 22 m 23 24 m m 12 1 T q 5037 SF 5037 SF 6123 SF 6123 SF r 6497 SF a' EASEMENT FOR SEWER I 1 1 ------------------------------------------------------- 3C ----- I 15' 65' 65' 79' �`1 (I ------------------ 79' S6' 73' 36J �" 3C--------------- •____wi__—Iw____Iw___—•'—___•.— 18933 SF• 677 w I N I 25C '°`___—M.____•+____'o•___ n+_--_IN__--'N'____ 469' 11712 SF IN J RIGHT OF WAY r•--_.�M---ply—__—�N88'58'46"W 220.22'----- s—o—=__ DEDICATED TO ACHD LEGEND ------ SUBDIVISION BOUNDARY —N--- ROAD RIGHT-OF-WAY ---------- PROPOSED EASEMENT se PROPOSED EDGE OF PAVEMENT OO FOUND 5/8' IRON ROD • FOUND 1/2" IRON ROD 1 PROPOSED RESIDENTIAL LOT NUMBER ttc PROPOSED COMMON LOT NUMBER I I(4 ■ PROPOSED BLOCK NUMBER SS(4"-)- PROPOSED SEWER LINE W(4") PROPOSED WATER UNE SD(12")> PROPOSED STORM DRAIN UNE Q PROPOSED SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE ® PROPOSED CATCH BASIN/AREA INLET ® PROPOSED SAND AND GREASE TRAP PROPOSED ASPHALT OPROPOSED CONCRETE L PROPOSED SEEPAGE BED OPROPOSED 2 -STORY BUILDING 00 PROPOSED 3 -STORY BUILDING u u za z� ZONE: R-4 S88'58'36"E 1157.50' SELWAY APARTMENTS —W. APGAR CREEK LANE 1C 212' 1 0 67 -- –197– – SF 50' 17' -- 77' – 41' -- 69'--� r 65' 65' I 1 1 11 m 2 a 3 n 4 m n m m IJ 5104 SF 5104 SF 3926 SFr 5 5241155 SF r 5990 SF m 1 IB 1 1 1 SF 6762 SF I 1 65 65' 50' 17' 70' ro 1 SEWER EXISTING EAS MEM 15 I I1 SF 7Y / U I I 55' 50' 62' 20' 53' / 1104 9 N / 15' m 13 14 m 15 m 6473 SF 265 4262 SF 3875 SF 4805 SF r 1060 / BOUNDARY LINE I j m SF / ZONE: CC BETWEEN ZONES 55' 50' 62' 14036 SF o / n b a ZONE: R-15 73 I (PROPOSED 74.8 DU/AC) / 1 10LANDSCAPE 2 EASEMENTI 1 55' 50' 65' 70' 4745 SF / 1 261707 SF I 25' I I i l i m 17 n 18 °r° t9 'mr 20 73' I N 4283 SF 3875 SF 5037 SF 5425 SF I U '� II z e It N I 1 C) I i 55' 50'65' 70' 4745 SF I I II (, i I 173' I I I 65' 65' 79' 79' ( I PROPOSED ADJUSTED I I m 21 22 m 23 24 m m 12 1 T q 5037 SF 5037 SF 6123 SF 6123 SF r 6497 SF a' EASEMENT FOR SEWER I 1 1 ------------------------------------------------------- 3C ----- I 15' 65' 65' 79' �`1 (I ------------------ 79' S6' 73' 36J �" 3C--------------- •____wi__—Iw____Iw___—•'—___•.— 18933 SF• 677 w I N I 25C '°`___—M.____•+____'o•___ n+_--_IN__--'N'____ 469' 11712 SF IN J RIGHT OF WAY r•--_.�M---ply—__—�N88'58'46"W 220.22'----- s—o—=__ DEDICATED TO ACHD BRIDGETOWER CROSSING fJ0 ¢ N EXISTING S88'58'46•E 220.21' z Q CA ACHD ROW e--m--�—S88'58'46"E z W. MCMILLAN ROAD a pee oow BRIDGETOWER CROSSING fJ0 CA w Z 6 yOjY Y 0 W W N Z Z Z Y (r O a 0 0 ¢ N SHEET 0.0 z Q CA O ("% z }J LV oow rn ca a o a w � = za z a CA w Z 6 yOjY Y 0 W W N Z Z Z Y (r O a 0 0 ¢ N SHEET 0.0 Q CA O a z }J LV oow W w = za 0 a U W W m C CL a rcw Z o 3� w 00 O z 0 W N 00 w 8o 0 z ma S F cD za w nQ S U, Z m Z y � N Q rn � w Z 0 a O Z O ii� 0 O W N SHEET 3 OF 4 Q CA O Y Z }J LV w °C w Z W 0 U W O J C CL DATE: APRIL 10, 2017 PROJECT: 160210 SHEET 3 OF 4 38' DEDICATED ACHD PROPOSED 12' 13' 4' 3' SHOULDER XISTING ASPHALT7EXISTING ASPHALT WIutN I EAST BOUND WEST BOUND LAME EXISTING DIRT DRAINAGE SHOULDER SWALE WEST MCMILLAN ROAD IMPROVEMENT SCALE: NTS 4 ul X EMERGENCY ACCESS I S _ INSTALL GATE I SEWER EASEMENT Q rA rAz 0 �D( w z 7 O a SIDEWALK PRELIMINARY PLAT FOR GODDARD CREEK SUBDIVISION A PORTION OF THE SE U4 OF THE SW 1/4 OF SECTION 26 TOWNSHIP 4 NOTE, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO 2a7 25' OMMON LOT 5' 0 25 50 100 150 l V SCALE: 1" = 50' 26' 9i r SD( BUSINESS SIGNAGE S .6 -- 12.5' 12.5' TRAVEL LANE TRAVEL LANE DRIVEWAY DRIVEWAY ASPHALT PAVEMENT��� i L 3" ROLLED CURB BASE SUB -BASE RESIDENTIAL TYPICAL ROAD SECTION SCALE: NTS 4 LANDSCAPE SELWAY APARTMENTS A� Tyr + - J RIGHT OF WAY DEDICATED TO ACHD TO DOSING WATER MAIN BRIDGETOWER CROSSING i 15' SEWER MH RIM = 2563.00' IE = 2556.10' 1 1 +. I _1 5' i 1 SEWER MH I E OUT - 2554.90' W. MCMII LAN ROAD SUBDIVISION MONUMENT SIGN F•®Rsam. LEGEND SUBDIVISION BOUNDARY —N---- ROAD RIGHT-OF-WAY RIM = 2563.50' - PROPOSED EASEMENT se PROPOSED EDGE OF PAVEMENT o FOUND 5/8- IRON ROD • FOUND 1/2- IRON ROD I PROPOSED RESIDENTIAL LOT NUMBER (SEE SHEET 3) IC PROPOSED COMMON LOT NUMBER (SEE SHEET 3) W. �I PROPOSED BLOCK NUMBER (SEE SHEET 3) SS(4-)r PROPOSED SEWER UNE W(4") N QN 3A PROPOSED WATER UNE SD(127; = 000 PROPOSED STORM DRAIN UNE W w � PROPOSED SEWER MANHOLE 0 W PROPOSED STORM DRAIN MANHOLE am LU PROPOSED CATCH BASIN/MEA INLET ® = °ao PROPOSED SAND AND GREASE TRAP Q PROPOSED ASPHALT DPROPOSED z CL d CONCRETE - C PROPOSED SEEPAGE BED m - lmmliw PROPOSED 2 -STORY BUILDING 0 ow PROPOSED 3 -STORY BUILDING +tTr CONNECT TO EXISTING WATER MAIN '_CWIDEN 5'� xnnrt mn R1 RIM = 2564.00' IE = 2554.60'm F - FIELD/ SEEPAGE BED . N , Ii MAY E TO ACHD E CONNECT TO EXISTING SEWER SEWER MH RIM = 2565.77' IE = 2552.27' SEWER MH _ / RIM = 2563.50' g IE = 2554.10 / z z G?gi W a > W. �I / .Q SEWER MH RIM = 2566.00' \ IE = 2553.00' \ 1 \ EXISTING AHD ROW CONNECT TO DUSTING WATER MAIN N wQa3 g 00a z z G?gi W a > W. �I .Q Z N QN 3A LW 1 l = 000 wm W w � S J N wQa3 g 00a z z G?gi W a > W. �I wp0 Z N QN 3A LW 1 l = 000 wm W w � S J W LU Z W = °ao U Q W O z CL d - C z w m - J ow F Z N N Z CD Z M Z N a o J z W W O a O U PROJECT: 160210 SHEET 4 OF 4 z 0 z _ Q > J Q o LW 1 = \ F_ � S J W LU Z W 2 U Q W O z CL d - C Q J ow O V PROJECT: 160210 SHEET 4 OF 4